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HomeMy WebLinkAbout77400 COUNTRY CLUB DRIVE (FREEDOM PARK LANDSCAPE GRADING DRAINAGE PLAN 1) OX 7 E W IL FLANTINC-7 LE6END r SYMWL 50TANIC.A4- MME WMMON RAME MTER ar"r 51=- leZMA1kr,5 USE TREM ACACIA ANEURA MUL.GA ACACIA LOW 10 2411 BOX FULL BRANCHED --SEE DETAIL-7 GWT.LP-6 City of Palm Desert ACACIA 8MALLII SUIEET ACACIA LIOW 39 24" BOX SEE DETAIL 7SWT-LP-6 Water Calculation Chart PAI IRGIA 618800 ROSEWOOD MOD is 24N BOX FULL BRANCHED GEE DETAIL 7' &M LP­6 FRAXINIJS rFAN-TEX' A614 LOU0100 46 24" BOX GEE DETAIL 7SHT.LP-6 Maximum 3ULter Allowance (MWA) 0 PISTACIA CHINENSIS CHINESE PISTAC14E MOD 6 48, Box SEE DETAIL 761417.LP-6 Inni-d 7one 10 MOD 38TH AVE. CASUARINA EIQUISETIFOLIA HORSETAIL TREE 0 24H BOX FULL BRANC4-IED square Footage Calculations I SEE DETAIL 7SHT.LP-6 36H BOX SEE DETAIL 71 GHT.LP Tree&Shrub Square foot 61.13143 GIUERCUS VIRGINIANA SOUTHEIRN LIVE OAK MOD 0 6,457 Turf Square foot 410.9W OXT Total Square foot Cobble/Boulder 05.444 TIFU" TIN TIPU TREE I'm 14 240 BOX SEE DETAIL 71 SHT,.�I LP-6 Total Nors-krigatedAtea M WILDCAT DR. 67AI44 Total Squarefoot �qo PLATAM MEXICANA MEXICAN SYCA-10FE HIGH 44 24H BOX SEE DETAIL 7' &.IT.LP-6 Total Zone No. E-to Water Adj MODA4IGI4 29 24P BOX SEE DETAIL i TIALPA TASHI<MTENSIS WITALPA '1 57.01- U.0 01 __rZ sion Factors wal COUNTRY CLLIB DR. IVIORNM CLOUD, ol 0.152 74E Factor Sq.ft. 748 MWAWA CHI 05.82 -1-M7 2 BAR S CIR. .7 CERCIDIUM DESERT MUSEUM' PALO VERDE LOW (08 36H BOX SEE DETAIL 7' SWT.LP-6 3a 75 05 011 0M 74E i A 748, 3b 881 ob 0.62 7 4 Q3,w5l OS 574.1441 0.11Z 7481 35,768 0 10 6 24" BOX SEE DETAIL 7SHT.LP-6 0_0 . ;;,� i;-�7,;,,w j":I KOELREUTERIA BIPH"TA CHINESE FLAME TREE MOD M 0 , ACACIA ULLARDIANA PALO BLANCO LOU"OD 24H BOX Estimated Water Use LAGERSTROEMIA INDICA CRAPE MYRTLE LOWA10D Is 24" BOX SEE DETAIL 7' SHT.LP 0 PROJECT K\\ 1 � z L VATEFMLON RED' Total Number of plants LOCATION Hai' ION 42ND AVENUE Nurnberofpl sbyv&ortM* -,­ 11, 111'��.1 , ­","\1 , �WM 14 PAO 1 1,062 0.447 24,5Q Y THREE TRUNK MULTI 10,977 2 Lojdhilod 431 0.181 9.900 475 )r.;-ONS,TR­Uon6tof,�"L\6 0= MEDITERRANEAN FAN PALM MOD 5 6-8' 5TI4 SEE DETAIL W 614T.LP-6 4 Modl Hj 0.000 3 Mod .. CAAMAEROPS WUMILIS 777 b, �p 5 High 5,� S." UIA.8,14NGTONIA FILFERA HIGH 31 SEE DETAIL W 814T.LP VICINITY MAP 2.243 U, CALIFORNIA FAN PALM GEEPLAN 10 0.032 1,756 M M" T 7 LoWMod Trees N.T.S N-1 Z 1,003 �gg S�McidTr*es 71B 10,033 & 9 Mil"I Tree \k\> :z 1j017 & 10.Ni h Trees AFFECTED UTILITIES 5HRX5 VESMT AC<oENTS .,Z375 Tout j W (760) 398-2651 SHRMS COACHELLA VALLEY WATER DISTRICT AGAYE AoToFaAE REoINAE am AcroRIA AGAVE LOW 64 b GAL WE DETAIL '1 4 So 614T.LP-16 WATER MANAGEMENT SPECIAUST. P.O. BOX 1058 PlantArrica* SvstemTwe: Of. Area Seasonal Plart Notor: A"AE PAfWI VAR TFZNCATA AIRTICHOM A"VE LOW 32 5 GAIL. SEE DETAIL '1 4 5' GHT.LP-6 46 1 Lo Shrub COACHEUA, CA 92236 N Spray/Bub)Drip ttr JIM WESTON �N swo) zoloalft Irkst Alta Coolie frID1 famis A"VE ALMO"IANA OCTOPUS AGAVE LOW 36 5 GAL. WE DETAIL '1 4 W 614T.LP 662 Valle f"r ".n TIME WARNER CABLE (760) 340-2225 5 GAL. WE DETAIL 1 4 SSHT.LP-6 :::>" -- ALM SARBADENSIS ALOE VERA LOW 25 20J59 0.2 "M42,70821 152 0.9 70321 a X­ 1111WU . ­1 ",r' I RJJW_��- 5 GAL. SEE DETAIL '14 So 04T.LP-(v $729 0,2 24542, 0 2% 41725 COOK MEET CAESAll-PINIA PULCHERRIMA RED BIRD OF PARADISE MOD 39 fall-wilt r '245427W21 0 Q 15 j97 0. 72.19 TOTAL 424711 PALM DESERT, CA 92211 A TI 7"L WE DETAIL '1 4 W 614T.LP-6 A CALLIANDRA C&FORNtCA BAJA-RED FAIRY DUSTER Lout`IOD 116 b TIC Seasonal Plant Factor� (760) 398-5854 PlantArrigaItion SyrstemType: 'Zone Irr.Bf. Area SENNA NEMOPWILA BUSHY SENNA LOUI 45, 5 G;A.L. WE DETAIL '1 4 5' SM.LP-fv IMPERIAL IRRIGATION DISTRICT as 9960365 2 Lom$Wd Shrub �T 4 P.O. BOX 1080 D_ nal Eto fast Alta Col owt islo I ammlotm V ated '4� estma LA QUINTA, CA 92253 C-HRYSACTINIA MEXICANA DAMIANITA LOUI I" I GAL. SEE DETAIL '1 4 S' 61­M LP allasob Zo WA r Ike Int Elf. Woe N. 104 5 GAL SEE DETAIL 14 5' 614T.LP-6 -2200 THE GAS COMPANY (800) 427 W .1\, - @ CHRYSONAM,11.18,NAMMS RAMMYLIS4 N T 0,361 Ywou,3u,;mszl o Miller 5729 1 x 51.271 GENERAL TELEPHONE COMPANY (800) 483-4000 C04VOLkAlLUS MAURITANICUS GROUND MORNING GLORY MOD 69 1 CIAL. SEE DETAIL '1 4 5' 614T.LP-6 Z\ IT AL --- DALEA FIRUl SCIE�S SIERRA NEGRA DALEA MOD 63 5 GAIL. SEE DETAIL '1 4 S' GHT.LP-6 SIERRA NEGRA' A Seasenal f4aft Factor: 31 1 GAL. WE DETAIL '14 5' 814T.LP-fp Vr.Elf. -Area :-d Shrob Spray/BubJDrip 4 PtamAkrokag SyvemTVM- Zone DALEA OREGGI TRAILING INDIGO LOW 67,S W72 3 PROJECT TEAM N, GEE DETAIL '1 4 5' SHT.LP-(P 913SOI Zonal Eto 11sit Alta Onwabs rxtorc ILA M�ATA VALENTINE EREMOPHILA LOUYMOD 63 5 GAL. Valle hMr fq,n T48 I oil.Elf. ----------- lu4b E, LOW 28 Ill 60 DETAIL `1 15' GMT,LP40 1077-20 0 J62 ?48 1 �01.111 DAIAD EVANS & ASSOCIATE DAVID EVANS & ASSOCIIATE� ERE ILA RACEMOGA EASTER EGG KANT J62 748 0.91 0,01 so FALLUGIA PAIRADOXA APACHE PLUME LOW Mel 5729 OS 10977.20 a 0 ENGINEER -whio r 1597 05 10�977.20 0,62 LANDSCAPE ARCHITECT 45 5 GAL. 60 DETAIL '1 4 b' 614T.LP ROB BATHKE X f L SEE DETAIL '1 4 So GMT.LP-6 PHONE: (909) 481-5750 CHRIS GIANNINI CONTACT. CONTACT. PHONE. (909) 481-5750 FOUaJERIA SPLENDENS OCOTILLO LOW 23 4 Modftoh Shrub IT.81� Alroa seasonal Plart Faeor: 6 CANE MINIMUM— W-6' IN WIEIGHT Spra�fBubiDrip O's 40208 LEIGHTON & ASSOCIAT 0 PARVKORA RED YUCCA LOW IW 5 C%Q_ SEE DETAIL '1 4 5' 6HT.LP-6 aso lilt Coolie ISID1 Famr WESPE Zonal Eto Alta Valle Facial mn GEOTECHNICAL ENGINEERING ELECTRICAL ENGINEER LEUCOPWrLLUM FRIJTESCENSI GREEN CLOUD TEXAS RANGER LOUNIOD 91 b C-64- SEE DETAIL `1 4 5' 614T.LP-6 5.31 092 746 1 CONTACT. AVI SCHWARTZ CONTACT. RALPH RAYA 'GREEN CLOUD' 2OJ59 0.65 49 0.9 le.641 __8T2_9 -0-65 PHONE: (951) 296-0530 PHONE: (760) 325-1045 4." Z-1-1 4815.31 OM ?48 x LEUCOPWYLLUM LAEVIGATUM C441HUA14UAN SAGE LOUI4WD 40 IS GAI_ GEE DETAIL '1 4 b' 6W.LP-6 AL 1 270 PEARSON ARCHITE LIEUCOPHYL-LUM PRUNOSUM 61EIRI" IBOU"T LOU"OP 28 b GAL. SEE DETAIL 1 4 S' WT.LP-6 @ fnaintftigation SyVeirriType' zone tr.�lfff. Area Seasonal Plart Factoi% ARCHITECTURE NOLINA MICROCAWA BEAR GIRAW LOIU 33 5 G;AL. SM DETAIL '1 4 5' 614T.LP-6 4 0.9 1016,835 5 Spral t8ub A)rip CONTACT. CRAIG PEARSON P"M*ION PARRIN PARRYS PENISTEMON LM W b GAL WE DETAIL 14 5' SHT. LP-6 ftWot Mooted PHONE: (760) 779-1937 KEY MAP IZ9 ZonalEto Felt Alta N Valle Famr sq.n VM r Lot .62 743 Oro.fit, 2 6=9 2W Tie, 0.9 N.T.S. �O,S 1JO16.84 a 167 -V-29 _­"--TF1=84 0� B "T5 42.9 NORTH mtr C WORKS DEPARTMENT mtotr 15.97 'OZ .91 CITY OF PALM DESERT PUBLI 1 P15.8A DJ62 1 748 -0.9 11.961 &ROLND CIOVERS' TAL 70.391 CONTACT: JANICE STEELE ACACIA REDOLENS DESERT CAWET LOW I GAL. PLANT AT I' Oj�:� SEE DETAIL 7 SHT.LP-6 DESERT CARPET' WATER CONSERVATION STATEMENT I GAL. KANT AT 30" OZ, -4A X SUI`tM BEALITY VERMNA VEREO SEE DETAIL Is 614T.LP-6 er,,T�pc­. zone tr.Elf Area Seasonal plart ftotor! FREEDOM PARK HAS BEN DESIGNED TO FUNCTION BOTH AS A SPORTS PARK PlardArrigaii n Syst T4�. ISULLSEYE BEIRIwWA HYBRID BY UIISSTCOAST TURF STOLONS 200 BUSHELS/ACIRE,APPLY Ull Sub.4)rip 4 -0�9 2842$17 6 L o w T r AS WELL AS AN EXAMPLE OF DROUGHT TOLERANT AND DESERT FRIENDLY MECHANICAL STOLON PLANTER ftaroit Zonal Eto pilot I �Ajta Colut Isloo fa;Wrf LANDSCAPES. THE MAJORITY OF THE PLANT MATERIALS THAT HAVE BEEN PHOW: OW-441-1040 wake FaDtor s(Ln 0.62 ?18 Ifil.Ell, Vila r Urt CHOSEN ARE LOW AND MODERATE USE PLANT MATERIAL THE LANDSCAPE IS 20J59 021 2,942.52 DE2 70 0.5 10.83 met =729 2.$42.52 OZ2 M --- 30,00 IRRIGATED BY A SYSTEM THAT UTILIZES DRIP IRRIGATION, SPRAY AND ROTOR 21 2jS42 .52 =S2 TO SYSTEMS WITH PROPER COVERAGE FREEDOM PARK AM UTILIZES AN ET ET GAUGE FOR AN AL 49AS BASED IRRIGATION CONTROLLER WITH AN ON-SITE LOUMMOD 49 b GAIL. STAKED PLANT AT 20' OjO. A 5040NIA CAPPEOLATA, CFXMVIW ACCURATE ASSESSMENT OF SITE CONDITIONS. SEE DETAIL W &4T.LP-6 PlantArrigation .Type: 'Zone kT.Elf Area Seasonal Mail Factor: SprayiSub.'Firip 4 0.14 1756 152 7 L,_-�w�Mc,d Tr.�c- INDEX OF DRAWINGS CAMPSIS RADICA46 TF411PET CFEE MOD 40 5 Goilol- STAI<EP PLANT AT 20' OJC. etaxot Zonal Eto Foot Alta Collit 11111DA Foctor$ esmated SEE DETAIL '6' SHIT.LP-6 lake F"f SQft IDS2 ?46 IMElf. WAM r Ure 2OJ59 0.3 1.756.35 am M 0,9 11.711 CVWD AB325 CALCULATIONS COVER SHEET CS PLUMBING SNACK BAR LEGEND SCH/FLR. PLAN PO.I PY'ROSTEGIA VE"TA r-LAmE vlNE MOD 65 b GAL. STAKED PLANT AT 20' OZ. M e f 5729 0J9 ;32.431 SEE DETAIL *' WT. LP-6 Milt f 1597 .3 is OZ- AB 325 IRRIGATION WATER CALCULATIONS GRADING PLANS G-1 THRU G-3 PLUMBING RESTROOM LEGEND SCH/NOTES/ FLR PLAN PO.1 -1 ACCENTS: PROJECT NAME FREEDOM PARK TAL 1 53.151 UTILITY PLANS U-1 RESTROOM PLUMBING SPECS PO.2-1 CPDX0015 ETO ZONE 4 GEE DETAIL '3' SHT.LP-9 2',3', 4 41 CIRESTA IROJA BOULDERS, OR APP�ED EaIAL folantArrigaV SvvemTvpe: P1 .1 Zme IFT.13C Area Seasonal Plan Faetor: POC if 1, 2 PLUMBING SNACK BAR SITE PLAN 4 0.9 1802.572 8 "O'd I re,_- HORIZONTAL CONTROL PLANS HC-1 THRU HC-5 Or BOULDER is 22 TNS,441 L55--- 3' BOULDER so .84 TNS, 1611 Lft z0halpto 'foot ^02 _Uftatto - ---PLUMBING RESTROOM SITE PLAN 4' BOULDERa2DS 413 L06 V40 F tire ---2LANL_ME; -- ---- ---LC-1 THRU LC-5 Va I e ?Wwr 29.1t. GE2 1 7" 1 ro-Iffao LOW WATER USE SPORTS TURF IRRIGATED WITH ROTORS AND SPRAY --CONSTRUCTION PLANS "ffb 9' -07 T02".5 7 a M 743 SYSTEMS. NON PLAY AREAS: DESERT NATIVE PLANTINGS ON DRIP IRRIGATION CONSTRUCTION DETAILS LC-6 THRU LC-9 PLUMBING SNACK BAR rLR PLAN/ROOF PLAN P2.1 (4"-8")OM RIOS COWLE OR APPRDVED EiQUAL 5729 0 1.802.57 D J52 0.91 47,5q 15Y_ SOUTW�EST BOULDER 4 STONE (160)342-5522 Miller 15D7 0 1002.57 0 J62 13Q PROJECT SQUARE FEET 1,032,372 S.F. 23.7 AC LI-I THRU LI-5 PLUMBING SNACK BAR DETAILS P3.1 OTAL 7 7. 84 IRRIGATION PLANS OU0 4 12" - 18" CRESTA ROJA BOULDERS, OR APPROVED ElQUAL TURF 410,900 9.43 IRRIGATION DETAILS LI-6, LI-7 ARCH. GENERAL NOTES/ACCESS. DETAILS AO.1 0 IUD il ON BOULVER..04 TNS,15 L06---19" BOULDER-13 TNS,252 LOS) funtArripation SvstemTvpe: zCM ky�13f, Area Seasonal Plant Factor: PLANTING 61,343 1.41 Spra ubil)rlp 4 0.9 485308 9 WdMioh Tre� NON-IRRIGATED AREAS 101,901 2.34 PLANTING PLANS LP-1 THRU LP-5 ARCH. FLOOR PLAN/ EXTERIOR ELEV. RESTROOM A2.0 ftalroi ZonalEto past Alta collot 111110t Faceon Ertin Oka I GARDEN SOIL PER SPECIFICATIONS-PLANTS TO BE PROVIDED BY C0'MITY Flere I TOTAL 574,144 13.18 Va V pactm sq�Tt DJ62 748 IMEt 1111M PLANTING DETAILS LP-6 ARCH. FLOOR PLAN/ ELEVATIONS/ KIOSK SNACK BAR A2.1 Inrr-- M 48�5�1 a S�- Tt�a --n 6.0 1 5729 0.85 485.31 13 E2 T415 0.9 is.. -ARCH. ROOF PLAN/ CEILING RESTROOM A3.0 Met GEN. ELECTRICAL NOTES & LEGENDS ED.1 NOTE: 401it r 1597 0.05 485.31 00 1 ?is 0.9 4 MAXIMUM WATER ALLOWANCE (MMWA) [(ETO) X (0.60) X (LA) X (0.62)1/748 27.2�9 TAL ELECTRICAL SCHEDULES & DETAILS EO.2 ARCH. REFLECTED CEILING PLAN SNACK BAR A3.1 PLANT QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. PLANTING + NON-IRRIGATED 93.90 X .82 X 163,244 X .62 748 = CCF PER YEAR Plant Arrigaition system Type: 2one IrT.Eff� Area Seasonal Man Factor TURF 93.90 X .82 X 410,900 X .62 748 = CCF PER YEAR ELECTRICAL SINGLE LINE DIAGRAM EO.3 ARCH. BUILDING SNACK BAR ROOF PLAN A3.1 .1 CONTRACTOR IS RESPONSIBLE TO PERFORM PLANT COUNTS FOR VERIFICATION AND FOR BIDDING PURPOSES. S�vra SubiDrip 4 10 High Tree A3.1.2 summ Zonal Eto post Ana calk islol Factolf, Eamirted MAXIMUM WATER ALLOWANCE SHRUB AREA + NON-IRRIG: 10,170 CCF / YEAR ETO - 93.95 TITLE 24 COMPLIANCE FORMS EO.4 ARCH. BUILDING SNACK BAR ELEVATION %mile famt sq,!_ CE2 746 It".Elt Wait r me I Tir, MAXIMUM WATER ALLOWANCE TURF: 25,598 CCF YEAR E170 = 93.95 A3.1 .3 20B9 08 1JD16.84 DR2 SNACK BAR LIGHTING PLANS E1 .1 ARCH. BUILDING SECTION SNACK BAR Intl 6729 rs 1JD18:94 0.9 42.921 TOTAL MAXIMUM WATER ALLOWANCE: 35,768 CCF YEAR 401it r 1597 019 SNACK BAR ELECTRICAL ROOF PLAN E1.2 ARCH. INTERIOR ELEVATIONS A4.0-A4.1 Er �,�,7� '3771��, AL PLANT FACTOR ARCH. DOOR & WINDOW SCHEDULE -A5.1 & PANEL SCHEDULES A5.0 Total Twe And Shrub IDW MOD S1 SEASONS MONTH im RESTROOM/SNACK BAR BLDG. GENERAL NOTES RESTROOM POWER AND LIGHTING PLAN E2.1 Plaftilkirigution SVwemTWe: Zone IT.8,f. Area Smaiscroigil Fiant Footor: SPRING FEB. MAR, APRIL 20.64 0.1-0.3 0.4-0.6 0.6-1.0 RESTROOM/SNACK BAR BLDG. GENERAL DETAILS S1.1 Season POC# Peak Eto Area Crop Coeff. Distribution Hrs. Available Minimum Flow Spra vbMrlp 0.8 410900 11 T4jrf SUMMER MAY, JUNE, JULY, AUG, SEPT. 57.29 0.1-0.3 0.4-0.6 0.6-1.0 BASEBALL FIELD ELECTRICAL PLAN E3.1 . Uniformity (hrs) Required (gpm) 8131:01 Zonal Eto foot A03 Ca lk is ro i IF wto It FALL / WINTER OCT. NOV. DEC. JAN 15.97 0.1-0.3 0.4-0.6 0.6-1.0 S2 (in/day) (SD BASKETBALL, TENNIS COURTS E3.2 RESTROOM BLDG. FOUNDATION PLAN sq.n 052 74S Urt.Elt "Arutt Valle F"l 20 W1117701ol 'USM2 UZ 0.8- ESTIMATED APPLIED WATER USE. & PARKING LOT ELECTRICAL PLAN SNACK BAR BLDG. FOUNDATION PLAN S2.1 I (NORtH 8.00 1 0.80 MMER 368,953 144gpm Met 6729 OB 410.900.00 U62 746 0.8 19512.1-4 EWU FORMULA ETO X KL X SQ. FT. X .62 / IE*748 = 100 CUBIC FEET. PER YEAR SU LOOP) 0.30 Am itt r 1607 02 410�WODO 0.62 7t8::j_ 0.8 5mg.151 SOCCER FIELD ELECT. PLAN & SPORTS E3.3 RESTROOM BLDG. FRAMING PLAN S3 AL 31998.01 NON-IRRIGATED AREAS 93.95 X 0.00 X 101,901 X .62 / 748 X .9 solo 0-0 CCF 758.4 CCF FIELD LIGHTING CONTROL DIAGRAMS SNACK BAR BLDG. FRAMING PLAN S3.1 LOW WATER USE 93.95 X 0.20 X 43,850 X .62 / 748 X .9 = 2 (SOUTH I otal I uff 31,990,01 .0-80 52 gpm MOD WATER USE 93.95 X 0.50 X 15,247 X .62 / 748 X .9 - 659.3 CCF S4 SUMMER LOOP) 0.30 13311612 0.80 S.00 RESTROOM BLDG. BUILDING SECTION E3.4 SNACK BAR SITE & ENTRY LOGO 155.4 r PlantArr Sysiem I ypc Zone Irr,01, Arez Seascinal Plan Factor- HIGH 93.95 X 0.80 X 2,246 X .62 748 X .9 = CF 011�5 4 1 95444 12 W%Arm ELECTRICAL PLANS SNACK BAR BLDG. BUILDING SECTION S4.1 eature X 0.80 X 410,900 X .62 748 X .8 = 31,998 CCF TURF 93.95 stwoo Zonal Eto P got A03 Valle Famt nn Me TOTAL ESTIMATED WATER USE 33,571 CCF LIGHTING POLE FOUNDATION DETAILS E4.0 RESTROOM/SNACK BAR BLDG. FOUNDATION DETAILS S5 20JBQ 12 Mel` 5720 12 1 70 MAWA= �!_-3_65 CCF SITE PLAN PHOTOMETRICS E5.1 THRU E5.3 RESTROOM/SNACK BAR BLDG. FRAMING DETAILS S6 .0 AL 2==4: EWU= 29-5-71 QCF MECH. NOTES/SCHEDULES MO.1 FOOD & BEVERAGE EQUIPMENT COVER K 1 ToWWateffasture K2.0 RESTROOM MECH. LEGEND MO.1 FOOD & BEVERAGE EQUIPMENT FLOOR PLAN MECH. LEGEND/ SCHEDULES MO.2 F= & BEVERAGE EQUIP. PLAN SCHEDULE K2.2 Total Estimated Water Use M,575.00 Conefololki Vaboy Walw Arfths 10A likovilhon MW all am* roWArl" e1rhool d PROJECT AREA POC NOTE MECH. SNACK BAR/ROOF PLAN M2.1 FOOD & BEVERAGE EQUIPMENT PLUMBING/ ELECTRICAL K2.3 Ift 7. Odden 1.a Chopler 'NOTE: and ft 1@ 0 deelp In N Ift No Wd 9 SNACK BAR MECH. DETAILS M3.1 INTERIOR ELEVATIONS K3.1 =my rojCly or Cm*� "AFFinovel of likes dr=Ltby LAM doff TOTAL PROJECT AREA IS 1,032,372 S.F. POC 11 & #2 WILL BE INSTALLED BY LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN dm lowdWAS Opp .1 to oweento kft ow 1=111t -WW T_ -0.= *f TOTAL LANDSCAPE AREA IS 502,465 S.F. CVWD AND LOCATED PER THE ENGINEER'S STAINLESS STEEL DETAILS K4.1 ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE 2r=ormaj.0 his M-001111 -W rollosed feel o0shollm an NOTE: 67,800 S.F. OF THE ABOVE CONSISTS PLAN. THE SITE WILL BE IRRIGATED BY RECORDS. THE CONTRACTOR. IS REQUIRED TO TAKE DUE LOW TO MODERATE FOOD & BEVERAGE MISCELLANEOUS DETAILS K4.2 PRECAUTIONARY MEASURES TO PROTECT UTILITIES OR STRUCTURES AND OF.*DESERT PLANTINGS" POTABLE WATER UNTIL A FUTURE TIME FOR IRRIGATION NOTES SEE LI-5 WATER USE SHRUBS AND LOW TO MODERATE WHEN RECLAIMED WATER IS AVAILABLE TO ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. axis- WATER USE TREES. NO TURF. THE SITE. ALL SYSTEMS HAVE BEN DESIGNED AND MARKED TO INDICATE THE J USE OF RECLAAWED WATER. cvM PLAN It alffivuLd"40wr 40#00 046WAM APPPDVW BY, 6/16106 CC* NEA SALL FMV AIVITION AT AST IN THE CITY OF PALM DESERT, CALIFORNIA 5 HE r: T P11;MPARW 13Y: AL sm ICIF,FIAW 1105.00NMON of FM MIN-Im GA 11/1/06 COCIS A FREEDOM PARK COMY1911191 -Mo* L-E R T D"ID EVANS PAM DIAL TOLL FREE U ANDASSOCIATES iNc. 11OLCM. NO. W"M rxp. 6-50-M V06. NAME 1-800-422-4133 COVER SHEET North Haven Avenue, Sufte 3W TM C,&/MA/&Z/JA AS NOTED AT I FAST TWO DAYS Ontario QffdorTia GV64 EWI JM NUMEM f ILE NO. BEFORE YOU DIG PAM By POWItMON AFM VATE CIPDX0015 Phone-- WgAffl.5750 VAM rim CIMX0000_00 5 CITY OF PALM DESERT R E V 1 5 1 0 N 5 CC,& JM I-q, 2006 UNDERGROUND SERMCE ALERT OF SOUTHERN CAUFORNIA1 FREEDOMPARK E IL 0 3 G A A mwAmmmmmbft1 IIIIIIIIIIIff x. i+ 3 R 6. - Y y. k` n+ d �d ` i U I� 3 II �I - - ! .f (y, r `f/i/ fJl�e1/#. 1 � ' -. 7�lt l Ij I I I,; �� 3 III ; ff 4*1 l;; +; +i tE - CONSTRUCTION NOTES { GRADING ff ff RAW m,.m0r_ 1j, FREEDOMPARK GENERAL NOTES r,; ;+ }f __ , I L I � � `�+ � GRADING r , t `' �! �5 r"^. �'""` -- €_.�..-_. ._.... y } � � ..__ gyp: r 1 . -.. - ( - _ -. - ----__:::. . ______- ._._ ._.___ _ .___.-___-_._"_..___. z.. - �_ ___�_-__ ______..__:-- __ Ij _ I 1 CONSTRUCT 4" AC OVER CL it 4" AB 1. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE CITY OF PALM DESERT GRADING ORDINANCE. _ ;., _ - 3j } 1 ..-'s- .:�. _ _- :Zt�,-}•_ _ �T _ � I t GRADING PURPOSES I CL it 4 2. THIS PLAN IS FOR G OSES ONLY• ISSUANCE OF A GRADING PERMIT BASED ON THIS PLAN DOES NOT 1 i4 CONSTRUCT 3 N PARKING LAYOUT BUILDING LOCATION, WALL HEIGHTS _ o -' - - � -� 2 CO AC OVER AB CONSTITUTE APPROVAL OF DRIVEWAY LOCATIONS AND SIZES, DIRECTLY TO THE BASIC GRADING _ = - = - _- _ _:: = -- ;. CONSTRUCT 6 CURB AND 18" GUTTER PER CITY OF PALM AND LOCATIONS, OFF SITE DRAINAGE FACILITIES, OR OTHER ITEMS NOT RELATED DIRE , _ O i - OPERATION. Y " 1�-` '� I � DESERT STD. DWG. N0. 102. r il, - PALM 3. A LETTER OF CERTIFICATION FROM THE ENGINEER OF WORK STATING THAT THE GRADING IS IN SUBSTANTIAL ,11,. E 4 CONSTRUCT 6 CURB ONLY PER CITY OF P DESERT STD CONFORMANCE WITH THE APPROVED PLAN AND THAT THE PAD AND FINISHED FLOOR ELEVATIONS AND SETBACK �f� -' 1 _�`�� '` �� / a I= I DWG NO 103. MEASUREMENTS ARE PER THE APPROVED PLAN, AND A COMPACTION REPORT FROM A SOILS ENGINEER ON ALL ` =l V FILL AREAS ARE REQUIRED PRIOR TO ANY INSPECTIONS OR APPROVALS BY THE BUILDING DEPARTMENT ON THE N 3 �� o 4 f, r O CONSTRUCT HANDICAPPED PARKING ACCESS RAMP PER SECTION BUILDING OR STRUCTURE'S FOUNDATION. A-5 SHEET N0. 3. ON E A ENT OF COMMUNITY DEVELOPMENT, €-� f _I 1 ,k !� 4. ALL WALLS SHOWN ON THESE PLANS SHALL BE APPROVED BY THE DEPARTMENT CONSTRUCT 4" THICK SIDEWALK PER LANDSCAPE ARCHITECT'S PLANS ' ISSUED A SEPARATE PERMIT AND BE INSPECTED BY THE DEPARTMENT OF BUILDING AND SAFETY. THOSE WALLS f ' t - Q Tr 2, 22 1 i » SHOWN AS RETAINING WADS SHALL BE CONSTRUCTED TO CITY OF PALM DESERT RETAINING WALL STANDARDS OR CONSTRUCT 6 THICK SIDEWALK PER LANDSCAPE ARCHITECT'S PLANS. t STRUCTURAL ENGINEER AND LANDSCAPE ARCHITECT BE SUPPORTED BY ENGINEERING CALCULATIONS AND DETAILS. WALLS PER,F/ /J l' `� , . ,:% ► ' + ( - _ _ s PLANS.N N CONSTRU C11ON HAS COMMENCED. _ - WHEN HALL BE NOTIFIED ,� �� ,.� • - _.. 5. THE ENGINEER OF WORKS � " ENGINEER OF WORK } " I \ i\ -`_`_� I j tI STAIRCASE PER STRUCTURAL ENGINEERS PLANS. } Bill 6. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING CONSTRUCTION, THE EN / • R APPROVAL fir!„ s r + a a -\ \ A \ �j ti ) I�I I (I #I; -3 ON SHEET NO. G-3. SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOL UTION AND REVISING THE PLANS FOR / ,' \ / PEDESTRIAN ACCESS RAMP PER SECTION A BY THE DEPARTMENT OF PUBLIC-WORKS. CONSTRUCT PE c \ ti DES STD. II m .Wx - t ^,; � y 4 I _ ,z, x; � �� , a .I I �I � � _ 11 INSTALL HANDICAPPED PARKING SIGNS PER CITY OF PALM DESERT \ ( I d { ;- DWG NO. 203 AND ADA SPECIFICATIONS LATEST EDITION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON-SITE, OFF-SITE AND ADJACENT UTILITIES, t 5 FACILITIES AND PROPERTIES. CONSTRUCT CURB OPENING THROUGH ISLAND. , 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTY I / k 'T ::- \ V I I I .OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF 13 INSTALL A TRASH ENCLOSURE PER CITY OF PALM DESERT SPEC( CATIONS. DEBRIS RESULTING FROM ANY AND ALL WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE GRADING PLANS. - -�- - - � A �' \ \ \ ( I MI I II I 14 CONSTRUCT ROLLED CURB AND GUTTER PER COUNTY OF 3 _THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS (760) 776-6450 AT LEAST 24 HOURS 7, i� ,;�' ` �- / �� � ., \ \ - � - I\ I I II I � ,I � RIVERSIDE STD DWG 202. 9. PRIOR TO COMMENCING ANY WORK. I � � � THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR THE �' .� �, �o I T _ I I I I ! STORM DRAIN CONSTRUCTION NOTES 10. LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CALL: ` � --t--I N I _.�..LF _.�.... \ .-yI �..��,.I�I� #' I � r' � \ „• '� V j ! �� •_�.L, I i d _ a / - �. - _" '�''.. ; f � � � `� » �N PIPE SMOOTH WAIL SOUTHERN CALIFORNtA EDISON 1-800-227-2600 � ;<<'� t � � �j � � I , 111 � I r � � INSTALL 12 HDPE STORMD ( ) THE GAS COMPANY 1-800-227-2600 / � I I II I I I I " PE STORM DRAIN PIPE SMOOTH WALL) � � ` - � INSTALL 8 HD ( ) COACHEVERIZON 1-800-227-2600 � �,�� ,, ..� ' (STRICT 760-398-2651 � � �s`I TIME-WARNER VALLEY WATER D INSTALL 6 HDPE STORM DRAIN (SMOOTH WALL) TIME-WARNER CABLE 760-340-1317 EX. 281 j" °® - - � I I II � I I I ❑ - � ,�, � I PIPE S ALL NOT BE DISTURBED BY THE GRADING OPERATION AND RELATED WORK. - / MONUMENTS SHALL N + } " it ® I I 4 CONSTRUCT CATCH BASIN PER APWA STD DWG. NO. 300-2. ALL PROPERTY CORNER MON ❑ 11. ANY MONUMENT THAT THE CONTRACTOR ANTICIPATES DISTURBING SHALL BE LOCATED AND REFERENCED BY A PER APWA DWG NO LICENSED LAND SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. ALL MONUMENTS - - t5 \ 1 ° CONSTRUCT LOCAL DEPRESSION . 313-1. ,� ti a AUTHORIZED = SURVEYOR OR A CIVIL ENGINEER // MOVED SHALL BE RESET BY A LICENSED LAND - III ' I I I DISTURBED OR RE ® � 5 CO � TO PRACTICE LAND SURVEYING, AT THE CONTRACTOR'S EXPENSE.' _!�} ��� CONSTRUCT DRY WELL PER CITY OF PALM DESERT DWG NO. 11. ,ft1 r �_� / _ - -'- q f i ! I t I T RIP RAP SPLASH PAD WITH UGHT CLASS ROCK T= 2.0 . THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE CITY OF PALM DESERT DEPARTMENT OF '7 rf,t a , ,- ; --n .,1 _ CONSTRUCT G„ I I I ;; _=- � r = -ram- = -= � .`\. - j III I I RIP RAP OVER 12" NO. 5 BACKING. FROM THE DATE OF APPROVAL BY I � _� _ __ --._.. -'� PUBLIC WORKS, IF CONSTRUCTION HAS NOT COMMENCED WITHIN 12 MONTHS , � J _ 1%1 � > 1 ) I it'd f� F�` ' _.I- s `` ~= �V I ' ' I I I 8 CONSTRUCT JUNCTION STRUCTURE N0. 6 PER R.C.F.C.D. STD. JS 231. 12. THE DIRECTOR OF PUBLIC WORKS. �j r -� - -� �,11 i� I r ` , �/ III I I I I g INSTALL LIGHT CLASS ROCK T=2.0 RIP RAP AROUND EXISTING DRY WELL -- - �`, -- I I I I j I I ( I) ❑ EXCEPT AT EXISTING PIPE OUTLET SIDE, AND EXISTING HEAD WALL, MIN. 3 DEEP. 10 PROTECT IN PLACE EXISTING HEADWALL. UNDERGROUND UT ILITIES AND STRUCTURES 11 PROTECT IN PLACE EXISTING DRY WELL. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST 12 CLEAN AND REMOVE DEBRIS AROUND EXISTING DRY WELL. OF OUR KNOWLEDGE, THERE ARE NO EXISTING STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. k` AS TO THE EXACT LOCATION OF SAID LINES NOR FOR INDEX MAP THE ENGINEER ASSUMES NO LIABILITY 13 INSTALL 6" ATRIUM GRATE INLET NDS80 (GREEN). UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NO SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON + 14 INSTALL 18"X 18" PRE-CAST CATCH BASIN PER BROOKS PRODUCTS. EXCAVATION TO DETERMINED EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR N AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. OR APPROVED EQUAL NOT SHOWN HEREON, THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) SC��E: ,��= IOO� 15 INSTALL IN-LINE 12' X 18' VORTECHNICS CLARIFIER PER MANUFACTURERS SPECIFICATIONS. PHONE (800) 422-4133 TWO (2) WORKING DAYS PRIOR TO DIGGING. 16 INSTALL 624 LF OF 48" PERFORATED CMP PIPE PER DETAIL "D", ON SHEET NO. 3 OF 3. a 17 INSTALL 368 LF OF 36" ADS HDPE PIPE PER MANUFACTURER'S SPECIFICATION. PRIVATE ENGINEERS NOTICE TO CONTRACTORS ., 1$ INSTALL 4' DIAMETER PRE CAST RISER WITH MANHOLE COVER PER CITY OF PALM DESERT THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL STANDARDS AND SPECIFICATIONS. PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED 1 g CONSTRUCT 8' DIAMETER PCC STRUCTURE WITH 8" PERFORATED PIPES WITH TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION FILTER PER CITY OF PALM DESERT SPECIFICATIONS. WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 20 INSTALL DETAIL "D"L ON SAHEET NO. CITY 3 OF 3F PALM DESERT SPECIFICATIONS AND THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL REQUESTED CHANG ES TO THE PLANS MUST BE IN WRITING 21 INSTALL 3" TO 6" CRUSHED ROCK PER DETAIL "D", ON SHEET N0. 3 OF 3. 48" HD ORM DRAT N PIPE SMOOTH WALL PE ST 154 LF OF ) 22 INSTALL ( NOTES TO CONTRACTOR: EARTHWORK QUANTITIES 1. FOR DECORATIVE PAVEMENT OF WALKWAYS AND HARDSCAPED AREAS SEE LANDSCAPE ARCHITECTS' CUT = 19,115 C.Y. CONSTRUCTION PLAN SHEETS LC-1 THROUGH LC-5. FILL = 30,180 C.Y. NET = 11,100 C.Y. ( FILL) 2. FOR RETAINING WALLS REFER TO STRUCTURAL ENGINEERS PLANS AND LANDSCAPE ARCHITECTS PLANS. LEGEND 3. FOR FENCING ON TOP OF 6" CURB FACE WITH MOW STRIP REFER TO LANDSCAPE ARCHITECT DETAILS. NOTE: EARTHWORK QUANTITIES ARE RAW, NO OVER EXCAVATION NOR p SHRINKAGE HAS BEEN ADDED TO THE ABOVE NUMBERS. FF IS ED GROUND i s CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING P5 FINISHED SURFACE FL FLOW LINE S CHANGE IN MAIL SPEC. OR BAR SIZE/SPACING 8" CONC. 1N HIGH POINT x f c= 3250psi, Fj- 60000psi * LP INVERT _ #5 0 18 Vert O Edge , 8 CONC. LP LOW POINT CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING fc= i F 80000 - . TF TOP OF FOOTING 5 0 18 Horiz TC TOP OF CURB a #5 0 1328 Vert O Edge • . I 8" CONC. = - - TiN TOP OF WALL f c= 3250psi, Fy- 60000psi s -III,,.II-m_ - #5 O 18' Horiz PAVING O ,8 Vert O Edge s •! i , w n-i rIII u „ tr=,�_- 1 8 PAVING #5 0 18" Horiz ,'I III;III=1ii_ 8' CONC. 1 3/4" 8" CONC. fc= F i • II=III=III IFI! - 1 3/4' I 1 3/4" 3250psi, y� 8000Ope u- 8" CONC. f� 3250pai, Fjr= 60000pei • #5 O 18" Vert O Edge 6 1/4" I c= 3250psi, Fj- 60DOW _ • • • #5 0 9- Vert 0 Edge _ • ' 2 0" D.C. #5 O 9" Vert O Edge #5 0 18" Horiz • a` i 8 CONC. - _ - 10 1 3/4" fc= 3250psi, Fjr= 60000psi :: #5 O .18" Horiz _ ►'> HEEL (top) : 5 O 18.00 0� - - • X - M HEEL to 5 0 18.00' o.c - #5 HORIZ AS SHOWN m - - M 38TH AVE. 1'-0• O 18" Horiz 1D - _ - TOE (bot) . /5 0 1&00" o.c. _ . •, 4 ug • _ _ _ ''� HEEL (top) 4 0 18.00" D.C. Y • a �0i =���=III- TOE (bat) .• 5 0 18.00" o.c. M 5 HORIZ. AS SHOWN .I J g HEEL top 4 0 18.00" D.C. • /5 HORIZ.•AS SHOWN • c' I g TOE (bot; 4 O 18.00" D.C. ;r . -I ' m WILDCAT DR. i #5 HORIZ. AS SHOWN i° I I a <v COUNTRY CLUB DR. 8 w w ._ w c 10 x x z w r I N Z ' U g " " I w THIS PLAN SUPERSEDES THE PLAN APPROVED w w-21 PROJECT 3 - ,- " _ LOCATION BY THE CITY OF PALM DESERT ON APRIL 13, 42ND AVENUE 2006, AND IS IDENTICAL EXCEPT FOR THE REVISIONS NOTED HEREON RETAINING WALL C RETAINING WALL D a RETAINING WALL RETAINING WALL scale- 3/8, = 11-0" Sods: 3/8" = 1'-0" Scale: 3/8" _ 1'-0" 1k y Scale: 3/8 = , -� VICINITY M A P N DALE ROBERT BATHKE, P.E. DATE N.T.S E AFf'RAV.D BY: IN THE CITY OF PALM DESERT, CALIFORNIA SHEET PREPARED BY: BENCH MARK DESCRIPTION. oFESS FREEDOM PARK IL DIG ^L-ERT 2" BRONZE DISK SET IN THE TOP OF CURB, STAMPED BASIS OF BEARING: �, �0G - I 9E �► ;t D AV i D .E VA N S CITY )=NGINEER -Ma-I<�sr eer,woca "107". APPROXIMATELY 510 FT. SOUTH OF THE ECR OF y y� N89.29'52"W COUNTRY CLUB DRIVE PER TRACT a DIAL TOLL FREE AN D A S S O C I AT E S I N C. THE SOUTHWEST CURB RETURN OF OASIS CLUB DRIVE AN N0. 29555 MB324 32-36 DATE GRAC) ING/ � 3 o / `� COUNTRY CLUB DRIVE PER THE CITY OF PALM DESERT 3 8/2a/o8 HOF� ADD CURB,6tlt�'ER, t PRVIN6 FOR FIRE CIRCULATION flRs 8/24/ob R.G.E. No. 5'TaBa EXP. b-3o-o 1-800-422-4133 + "°,���� 800 North Haven Avenue, Suite 300 D'"�• "�`MI= CONTROL SURVEY MONUMENT RECOVERY SHEET. &5/11106 '°�' DRAINAGE PLAN EG6ROOIGF'DX0015 AT LEAST TWO DAYS ERT � ��' TMOntario California 91764 LM5W N37^I BALL FI):1.D,ADD 5D.LINE RELOGAIE RET.BASIN GITY APPROV s/I-r/ob �ICVNED Jm D P10:107 CITY OF PALM DES FILE NO. BEFORE YOU DIG CAI. �� ��^2' Phone: 909.AM.5750 DATE B' DE5GRIPfION APPb DATE CHECK GPDXDOI ELEVATION: 134.125 ft. NM 1929 DA•I-C FOR: CITY OF PALM DESERT Gnnx0000-0015 REV 1 5 1 0 N 5 n 5>=P-r. 7, 2005 UNDERGROUND SERVI¢E ALERT OF SOUTHERN CALJFORNIA c+ .__- .- _--- _ , r `,,d ,y '�: ;; ; i + ,^;yf , - lF.. ,.... / ( r �-�I I I i 1 k'f l f i i ""`• _ ! 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I ,t I _ _ _ s " o RS OF OF1`5iTE�" 1; ,�--«. -,-- -_- --_--------- ----_----,_ �. __.-...._______--- .___-- r t / .- �19.4�) r G-_ �- __. _ _ I _..v ( ) '"� GRADING PERMISSION LETTER � -._`r r p - ,_ r :, t " / EG \ co r___..__ _________._____ _---_ .___ - { , Hds: � �,- 153.37 LF OF 48 HDPE -'` /• RE UIRED(FOR REMOV F - r- __-. ._ __ _.___,_; �_, __ .__ _ __ __.__ ____ -- -. ;__ ___ ..-._ _.- '_-- -- _ �t ,- ,' f t yl; z_ EXISTING QIRT i MOLIND j TO FIN { -- --- - - f+,. " r`11 J if, 1 1 '.'' x : __ I _ { 3 , na-n { V t i # I ., �^^,�•. .wj , I{ I I `�_' ._._.,,j _}.,- I I !'i ,t 120 f ! 5 t r I { {} .._ V=7.D4 FPS /\X,- / - O. € I , 19.6 E + Y ! 19.4 tEG , �- I \ ? t, f; I n t 01 \ry �/_ 0.04 ._-____ EC_«.,- �9.I��fE�------ -- -. _ : € 1 tEG t G ,. 3 < s -( - ---- -�.- -- - - 1 8 .� � r � _ ..�a-_ �� �.a- 9 I t ! ------'1 Y{5 FG �-,,-,�,-1� ...,�, i I 1-:-�-.. � HGL , 1 f I - � 19 E .1 1 , / ./ .'I. j l � 19.22 � -4 _. - - f 11 AS c.i 1 Nam• � 13 18 09 TG w ' 19.96 _ - ­­ - E - t u, ,, � / - ,r" -�- �, _ - - - 6 � - �` 1 -FS. _ - -_----« =-� 19.00�._._ �T_I 2� � �--�, _ ` O9 f} _ _ __ -- 7 '�I _-_- �� 20.50»/18.in! - 0 t 114.5 i ��..�-�-- _� O 1 . 9 i 3 1 09 FG '� 3 � 11 8 1 � / / ,, r _ _ i - _ 6 r, - ,,=- ��`-...-_-_�_ � 0 13 20.50 FS fi I 107.18IW U / �,/� -. 18.59 ! ; 1 , ,,,,:"/ r ! �' � 1.7 FL- 13.1 HP 12.80 FL g � \ __ 13 1 J ! 1 20.00 FS 8.. � 19.09 FG � 1 s.04s,f 20.00 EL I / �� 6 g Li 20.34 - j i 11 (104.97t) I r. ~ _ _. / FG i 6 M (108.46) F / 8. _ ' 3 �� 20.50 F5 N _�� 110 (t08.54) INV. i I 8 109.09 I I 17.00 G .49 TG / _ ELEV "S I I 105 TG t X: a �� f �J ,� "_',"`�---'-- _--�1 g A n , 13 1 .91 I 6k �A 3 (108.2) ELEV •R" I + f " f': ' `%11 '� _ ,� ( 18.73 F� G m I 3 / p5% N �0�1 20.50,f�S• c PO�s 2. I TG S-0.0040 ,:,. --- `�. 15.38 TF'� ,r 20. FS 10.50 13 1t_� EXISTING DRY i f 1 3 FS , 20.34 FS �' N 1 �, a � ,/ - 9•� t •�0. .33 FS 5.00 FG 19. FG 20 PROTECTED IN f I 14.71 TF 1 / 19.7 20.34 FS 1 a•05 FG N t PROPOSED EXIST 48 HDPE 0i / / ' 18.98 0 3 - ti , - PR - PLACE v '„ ij `- 14.79 INV cr 15.33 / �109 FIG 't I o i 1,"i, 13.2 HP 41 P�---LIGHT CLASS ROCK T=2.0' RIP-RAP / t 8.97 FS B 6 DRY WELL -- -+�y - 105 s 100 Ti ii OVER 12• BACKING f ft 1 fr f / ) \ - .2g1Ylt '[� 2 6 S 20. + �i - /' 13.61 TF G- I 15.69 I 'S �' ° `_� 1 - �9 3 �O I 1 .01 0.66 20.66 FS cJ Imo-LIGHT CLASS ROCK T=2.0 RIP-RAP �l, STRUCTURE19.62 F5 } r I 19.72 19.96 •O� INV t i ( OVER 12" BACKING B � / \ 8 14. r 19. 9 # (WITH CUT-OFF WALL AND RIP-RAP) I 1 / . 11 13.59r - 2160 ` � 0 3 � 4 5 1:20 HORIZ f+, \ 8 1 .90TW G� «13 Z 14 0. 6 21.70 F5 5 6 y=4.0' 1:4 VERT _' f / \ ^ ��" N-- 13 vu l 6.27 20.73 FS �' t / ,� / I (' / I l / ' ' f �P 14:5 �,� I 1.64TW ;40 •" 1 /� /` / / //i' - o.5e 7.55 s A i ' --" I n , rl/ ,t ` t 1 , o� I } i _- 20.90 tF . 1� , , /.. / / , t' t f f T. , t .- f i , :1 ���, �. z INv, 1 0 AND �� STORM DRAIN PROFILE � Ir l C,• 19.87 TG 20.67 20.90 '�' 1:4 VERT . /, ;� / l t : f 1 tf rr' �� `'�. ` �` 13 20.92 �8 0 21.19 F_ N / ?J I ; t t i l' ry f �j r- �'' / FS ®� drj r, l i, 1 1' / I/ 1 ; t 'P ', vv ' �y G � 20.75 FS �Y �' �-/ / ` ;' I f` 1 r� ^, z `v ��. 3 17 N u 3S n/ C fr / ( ,/ l r l t f� lJ ' , 1 V / I :� / / i 11 �-I j 7 , . ` p �i'/ " �� , i // �;''� a 22. f �' 3.23TW� 23.23TW ' l r [ C,-I l / ? ,l O� / -- _ �` /� '� 0 4. , 6 21.25 FS I 29TC 15.9( 16.40FS 16. FS T //:'+ it / �� t _!;' ' t � - / �\ .95 FS 21 ! .79FC- A A DETAIL N0. (TYP) r ,� �� r / r \ / 6 ;` / 1, / ' 1 1 g t9. - J to G_� 23.50TW G-1 SHEET NO. / // t / \ ✓'/ 6 \ � 0.5 d ?47 •& 22.47 :3`�BTC -� 15.90TF ') f ;' f ( ' ��5 5: 1 ' ��. 9� F5 j �1• 19.90FS o. \ J I 19.9 - 7 f r' %� 1 /, I l` / i ,1 1h.7 FL 1 , , Q �^, 16.55 { 22.05 C ` J 19.90 19.9dTW 19.90TW /' , 1 6 O G / /, / 1 / ;` 1 1 _,� I/. l' , 8 ' I 2 5 FS 21 1"" \ 15.90TF �gg g / � � i 5.90TF 1 /` / / , /lI f V // / �s G- rr � \ � _ I c 1 i I . 5 Nv 4 vv vvv 19.90FS THIS WALL AREAO IS 11 , .�', � .'" ,,� 21.8 FS l/ ,/ / ; / j A// �l i '� �°.�\ #ate $ s� '�9• 2 .43 Fs Y r � =4.0 \, \ 42" HIGHER . THE REMAINING __ v_. - 1 / 1/ / , } t \ \ _ rod �'\ `� 3 o o ti I / r 1 : ,' I / i� �' �.�' \ A �� ``� �•. �� 0 \ � � �`. WALL HAS A FENCE ON TOP PER N t 1 1 ; / f i e ' i 1; O �� �� 7r FS 21 4 U) 1\ ARCHITECT PLANS, : , r {� � , t l: i '` ' f f it - 8 �� ('�I � \ 4N i `�t l f f , rf i / , ' : , t �P' y J� s� f / f / ,' �; � ,� � `� 3.23TlN t`-. Q } N � � � DSCAPE AR : , � P1CRL ON 80TN SIDES jt ., / / / __ \ / g \ �. Im f, `i / % �7 ,' \ ' O D C WALL DETAIL l 1 f i` r - l ", \ ' ° - NOTE. SEE - RETAINING WALL DETAILS /J /r ,` /� ' `r G '��� Fs �21. F5 2t. SHEET G 1 FOR / , / ) q 11 ,, ° ° 1:42 Tw t _ --__ / / 4� t o° 1 .92 FS 3 20.43 FS 2 .6 1 2 21 1 6 FS I 'to ? ? .� }7 / '_ I t / f / l l/f I l ) / -- A ✓ °r �1 f A i ti z � 0 � 1 I > / I! l !. / '! f' {' '` � 11 A �' 19.T0 20.14 FS 2FS ( ; 2 -� r 1 �' R f `I I r I i ° .9 'S .14 FS 21.76 6 .40 , { ; �'; / 0 GRADING CONSTRUCTION NOTES , D ;' Ji ti � � 13 HP 4.5 ;� I /, I ( 1 D t y : I . ......... ,_ /` / / / . ;' { / ,# „ j - r / { ! CONSTRUCT 4" CT'S PLANS ................................ ... . 98,900 S F . t \ I $ G a \ ,� / / 1 1 ;F � f � � � � � , �, `�, � ,>r i° 5 >K 6 THICK SIDEWALK PER LANDSCAPE ARCHTTE �� f��1, j / 1 \� '3` `T� r Q �0 19.78 .24 ! 21 76 / I 3 / , ` i ` 1 � o CONSTRUCT 6 THICK SIDEWALK PER LANDSCAPE ARCHITECT'S PLANS. ..••..•.•••••••••••••••••••-•••••••••••••••••• 9,350 S.F ' ` .14 .' o O " / / / /` /, I/ j �__. � �O �� . '�� - DETAIL 19.78 FS 78 F y` IIIIIIIIIIIII 3 11 / % / i fI ( S 's ,es�sb s EET 2t.28 Tw ............................. 795 LF ' ` o Gr $ RETAINING WALLS PER STRUCTURAL ENGINEER AND LANDSCAPE ARCHITECT• ••••• J / / / I ` / / 23.26 TC O # i /% 1 I ° ° I /` If ;; i > \ �o g ! 19.34 6 t 22.76 FL w PLANS. il r i? r / - :l `! /, / I " -o' ,' - -- WSTAIRCASE PER STRUCTURAL ENGINEERS PLANS. f , / , 9 / i I l� '' f ' - �� / �/� / / �r 1 �`I � \ 4 G_ 23.07 TC--1 / I CONSTRUCT PEDESTRIAN ACCESS RAMP PER SECTION A-3 ON SHEET NO. G-3. ......................................... 4 EA. .57 FL`A 10 , , III i t . z: i / / f / r; i r,1 ,l - i 1 N 1 AlG- : �' ��• 3 \ ry s 22. FsD Am,f / > s� 11 INSTALL HANDICAPPED PARKING SIGNS PER CITY OF PALM DESERT STD I / ; > � , j' /, ?' ;' .! ! ' ,`/ ,� ` I ;I,; `, i' 1-1 '� ; ;= a >5> > N WG 0. 20 AND ADA SPECIFlCATIONS LATEST EDITION. 6 3 j i � f t .E S / �6� 00\ I -, r / C STU R UB P ECU l � ,'k \ 14 i ;' , ;` ; r', - ...........37 SF ' I i ,` G 4 TC ` . ;� , 8 �s4 FL RIVER ID TD D G 2 2. , i f : , t,,At j �, ; � 87 1 ; - � l I i � � � M1t0 � 'i �: \ 18' �' STORM DRA ON TRUC ON NO f`; } f , �, f y % \ 1s.1 A / 10 Fs 1 ® 1 I 1 /,, 8 21.69 FS f S y ..------- r I 2 6 C HP4 „ ,t,, i 1 ,.._.._ __ ' I ` ,� :�; , ::' :'' - 6 N__ . INSTALL 12 HDPE STORM DRAIN PIPE SMOOTH WALL 1 16 t 23.5 g 1 ( ) . .......................................................................... 415 L.F I '.. 1. FL S'" 6- l , ., 6 t - .. -.J . .,t 4'; / ` r" 17.15Tw FrJ N c9 �' I r / (' _ N .F , s 8 ............................................ 152 L 1 TH WALL ;, ot � / •s , + 2 INSTALL 8 HDPE STORM DRAIN PIPE (SM00 ) :.; i6i ( Y of:. N cp / - L" O 1 °t \ 3.N8'` ........................................................................ 1073 LF 4 ,' lilt. , $` / �;,� , ', �`�: `�'.. / , ,/ r;- ,, �;'', 3 INSTALL 6 HDPE STORM DRAIN PIPE (. SMOOTH WALL) �y 1. f t? i I / ,,t v� / vv v n,< / i ',_ t' ................................................................... 4 EA. �� , / �' ��t �� �' �� / r /` V v, �\ 2 , ® CONSTRUCT CATCH BASIN PER APWA STD DWG. N0. 300-2 21.73 2278 ...•••...••- ,,� \ "� r / l ,r t � �'� \ - -'` 0 ) 1 / 1 j l , It 1 (A .�1 v \v 11 -' ' V ` ! 4r' 5 CONSTRUCT LOCAL DEPRESSION PER APWA STD DWG NO. 313-1 4 �• 7 ' 1 J vi -. 1 r 'V tt '� ,r'`/•,- ` -�`,.,^ ..,� \ V J 22. F, ....................................................................... } / ,_. \ /- _- / i / } r t / _ _ - - CONSTRUCT WELL PER CITY OF PALM DESERT STD DWG NO. 111 .......................................................... t, �, ,f , 23. 0 TC 10 FOR wA1�R ' 1 © DRY 8 EA �� ,, \ It SEE WATER .�0 FL RAP .0'. ,' / IMPROVEMENT 60 S.F V, ................................................................................. . '.15 �'• CONSTRUCT RIP SPLASH PAD WITH LIGHT CLASS ROCK T 2 ` / ^.,�{ � � � ,�� � � RIP RAP OVER 12" NO 5 BACKING o- \ f t . O - M+ ON STRUCTURE NO. 6 PER R.C.F.C.D. STD. JS 231 ........................................................ . 2 EA. A , \ e 1114 I ta.99 ® CONSTRUCT JUNCTION, 8.2 T�. r'.., t 0s3 FS 1V= ; �❑5 -- G - EXISTING DRY WELL 20.51 . , s °� > > INSTALL LIGHT CLASS ROCK T-2.0 RIP RAP AROUND EXIST I 1. ,' . 9 TC / �.. -- � EX N. 3' DE EP 185 S F 2 WALL MI PIPE OUTLET SIDE AND EX(STING HEAD �S PT AT EXISTING P E •CE • - - - - - - - -- - - - - - - - '` - - - -- --- -- --- -- - - - - - - - - - --- - - - - - - - FL - - ---- ---- - -- - - - -- - - - - - - - - -- - - -- - - --- t , 7 r `\ 2. PROTECT IN PLACE EXISTING HEADWALL ........ .. . ............................................................................ .. 1 EA. / r (/��, v � / � s 10 I � 1 � ti 1 PROTECT IN PLACE EXISTING DRY WELL ?3 / \�\' '`',,'''� �__ `«----, ,_/ / /�`�: / 1 12 CLEAN AND REMOVE DEBRIS AROUND EXISTING DRY WELL / v 1 ❑ T ` \ v�" 1 Ir, �:. �� .. I r \,\ FlLL AND ABANDON .. ` - 1 12 /' \��\ ���• i. \`� EXIST DRYWELL t /r ` q` FS• 22.83 I 1 23.27 C ........................................................................................... \ �.�>; , � \ t 13 INSTALL 6" ATRIUM GRATE INLET NDS �80 (GREEN) 10 EA. � t; t / `� IJ � PRODUCTS. f / ___ J t _� EMdVE EXIST t> \ \ N 7 t , r i` 1 t I I , i 1 \ - - \ . . ,: , EADwALL AND PIPE - - r I - INSTALL 18"X IS PRE-CAST CATCH BASIN PER BROOKS P n i!. k .............. a , r .> ,, 1�` c APPROVED EQUAL ........................ r •�... _\�, _' ' . I 2t.60 N 22.58 t _..,_._..-.. OR APPR 7 EA 6 k --•• + -- - " 1;.,, _- -,. __. I 22 INSTALL 154 LF OF 48 HDPE STORM DRAIN PIPE SMOOTH WALL). 1 T , i 5 - 21.34 t_ r 73 _ ---.` 05:0 ,.. v I "I _ FS ' 1'`' F5 -23.�8 \ _ _____ 15 I k� ,r F 6 / r I 24.13 21 � .� r24.50 FS 2 _ - 17 .-' �- _ 7 _ _ / t'I t .87 TC \ -- Z3�8 , , __ - FS /11 . � ��_ o ��__ _ _ _ ..- � 233 NOTE TO CONTRACTOR w t ti11 --___ _--- -___. - -___- ___-__ . _ _._..___-_-_---__-_--__._------_.,_- _. _-- __ -._ _ _-___ __ . _ - _ .. _ _. _ = _ - - f5._=- - _ - N TOP / /1 ,/ �� __. ,,,_ 7 _ _ _ _ - CONTRACTOR TO INSTALL ALL FENCING 0 _..- L _ ....____.-. _ ..�._- -.--- - _- - .. N t r �- , - - ._ - ----"---- _ �0 OF 6 CURB FACE STRIPS PER ---,,., ._-_.._:._ _` r+_M1 .-__ ,--' ._.. m � -.•._. E WITH MOW !/;l n t ,; +,� on nn*! / - 0 _ - ;. LANDSCAPE ARCHITECT DETAILS. 21 I" / � �/!­'_�­', , I I 11 r t J r / '/ tl -fir.' .- M p ,` � -- -- '_-_ - _-__- -- -__ _ __ --- - --- - -------__----__w - � ;i 4• '.-\ =4 -_ 1 1 I _ - _. \. l .. . . __._ T oO / , �� r%.r r I\ ,� - -_- _. e _ - _ -21.64 " .90" r STORM DRAIN LINE DATA / rl, ' '`i / I \ ! I �' // ,f, I 1�F �, ,,,;ram gjr' - - - .,' � FS ' -_ 'r f 24.80 TC - _ y II - . .._ � r / /; ,� � ___ s.-tom-- ' � / /; i \i / ,t I I it tz I _- -_--_.. ___ �� FS �.�e�. r r e </ S e ` _._ - C r r ; 1:i �: f,f 1 4 ,- { i i t '• x; ? I A 'I-... _. ...... - \ ."� ' _ .._._. ITC SIZE - - - N0. LENGTH 20 BEARING . /I1 I - ---.............. ... .. ... ..._ • N ioC , 0 1 - - N - i ,' _ a..._ N N d• 2N 1 ,,. _ _._ D _ 502" , __ _ �/y�• , I: ! . ;_ ` I __._ _ ___._ . _.__ - 90'00 00 E 185.17 12 � '" � 2 03 TC � (1 _ :1 ! it:,r, '; I `c i si a _...._.._ f - - .-..._...... - ... - - \��+ `O N(LN 2 53 2 N _ __ t JJJ r - - - - �/ x. ', 11 r/: r 4 :?f i': ti # '<r j i i 7 t �� {- -a I I r I r I E: _._. r- - _ -_, - �' 3 N90 00 00 E 151.96 __.. J fJ j .,:: , l _ :';�;; ✓'' , ,' ,., ,+- , 'y ._,_.. .. ! i f 1 \ 1 I~�_ 'r t1 Iti � t -1."-___ =�+.t:..,.1LEG i ' , 1 f?' '; 1'r ? ,t; +. \r \ t I .... i i jam' ..\_ } �. `� �`� € ,_, g l � t 1?-,1 /; .:, f ,� - -,---_ t f -------.-{ i\ i', -_ I i ` f� -ei I _ ,_` _` ,,. �ft J„ ..-.I � 1 _,. � , ( is f t„t� � � '-� � f"-----_--'�y- "'.--_. ''�. ` `~` `� �� �b • w �N 1 .` ,)'�: s € ' / r _ I t III I I _____ ( ��` ♦ \` s 4 N90 00 00 E 84 3 6 1 r / I r' l k 1 f ! I . i • N /l Y �� i i �1 Y`,� �. /-- __^ �..� __ __/1 1° I I ) I I I I� / � j/ �--- -- T �v � � 1x.�`'s' 5 N45 00 00"W 1.4 6 FF FINISHED FLOOR N",� j / / '� '% ;f 'Ilt '',- ,r-':c.,T` -=� `_..:;- , -___._ ------ -----Z_,-_._._.� f ,� --::` Y'��...L �t p.'� i I I I Il �`' ,'< V ; -''`:•� "� `1 `:� ( »�. f / / f I. �r ,. ,` --I------.-- /` I , �,, /�,; � , , +I � , �� \ ? i � N 3 FL FLOW LINE l � jt1 i `\ s 6 N00'00 00 E 10.00 g FINISHED FLOOR r N / ti� ,,, � /�-�,_ ''V'' AAA ., ct.„., jam, l"l'l ?11,; 0 , �, a3 t ,/��f / ,' 11I I I } I / �, .. �� \ •�� HP HIGH POINT JJ ! t f Its %! \ \ '` \ ., '}� ,/1/ t/ 1 : ! i 1 f 1 ,,.'�` - -,.,/""'.�"'_ �_j. �. I I I {i r.l �'' ~- \'-11 � \ \�� _ 1 N // ' l 1'jj . f 1-'1; - ''= w�- ', -•�` I I I I I :, " INV INVERT M1 -� .__._,.__.w____ LP p I v; „ r 1,Moil l/i " ;:I; r f r _ __ ___. _- _ { i` i "- r f `\/ w :\' t.r f � � E 1100 6 N00 00 00 W POINT 5 s:`r i t r t, r l /l'i f :» r j `,,_" I I I I.�..-,-.__._.,..,..,._.._, 1 1 1 i . i '..\' w-X'•` �' 1 ,:iiII•I 1t ?? '' :� rd f 1 _._. - \ I 1:/ ' ,_-_ ....«...-. - _�. i �� \'\ • N l , r , 1,, J I 3 f. J j" �.' TC i' LO ., rff-Ir I i rr,? _ It 1 --..._.._,. - ...-. 'i�: { , '' r, �.______-____.., _ N00 s1.~ ` } ♦ CD TOP OF FOOTING `1 1 N 11 1. _ F,. / : . m , 1 a I , , p ♦ I OP OF WALL r -/1;, TW T THIS PLAN SUPERSEDES THE PLAN APPROVED ; :` 9 N00'00'00"E 11.00 6 u _.- 0 TF l(� •., I I ♦ C TN BY E CITY OF PALM DESERT ON APRIL 1 f, , ,,,`, -1­ . . 8'3T28"E 7 3T N 2006, AND IS IDENTICAL EXCEPT FOR THE 1 10 N3 14 . 48 R SIONS NOTED H R N i ERT BATHKE P.E. DATE DAL ROB • BENCH MARK DESCRIPTION: PREPARED SY: APPROVED BY. IN THE CITY OF PALM DESERT, CALIFORNIA SHEET . DIG A'-E RT 2" BRONZE DISK SET IN THE TOP OF CURB, STAMPED BASIS OF BEARING: o �Of ESS��,y FREEDOM PARK�, �081:RT e D AV I D E VA N S CITY EN6INEERMark�®erwood (3-2 "107". APPROXIMATELY 510 FT. SOUTH OF THE ECR OF N89'29'52"W COUNTRY CLUB DRIVE PER TRACT 3 8/24/ HOHE ADD CURB,GUTTER, 4 PAVING FOR FIRE GIRGULATION ITY APPROVAL DIAL TOLL FREE + OF THE SOUTHWEST CURB RETURN OF OASIS CLUB DRIVE AND NO. 29555 MB324/32-36 � c AND ASSOCIATES cw S O C I AT E S 1 NC. Rc�E. NOsra5a EXP. 6-50 GRADING/ 3 1-$00-422-4133 COUNTRY CLUB DRIVE PER THE CITY 'OF PALM DESERT 2 5/3I/O6 LMSW ADJJ57M DUGOUT ITY APPROVAL 5/51/O CONTROL SURVEY MONUMENT RECOVERY SHEET. * 481- 800 North Haven Avenue, Suite 300 DRAM SCALE DWG. NAME TM 5A"1106 LMSW NEW BALL FIELD,ADD SD.LINE RELOCATE RET. BASIN CITY APPROVAL 5/I-1/ LKH A5 NOTED DRAINAGE PLAN 1=G6ROOIGPDX0015 AT LEAST TWO DAYS P10:107 CITY OF PALM DESERT BEFORE YOU DIG � C1V1v' �! �� n Ontario California 91764 �' CAi.� %f ;y DATE BY DESCRIPTION APP'D ]DATE LLKH/MXR �CPDXO015 FILE. NO.ft. NGVD 1929 `� Phoney 909.481.5750 . UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LEVATION: 134.125CHECKED DATE CITY OF PALM DESERT GPDX0000-0015 R E Y I S I O N 5 DRB sFBi1:PT, ap�o5. e , -- - ! GRADING CONSTRUCTION NOTES STORM DRAIN CONSTRUCTION NOTES y r rl, '- - ._ - `� I ; _ ONSTRUCT 4"AC AVER CL_II 4" AB.. 56,965 S.F I Y-a - -CONSTRUCT BATCH BASIN PER APWA STD DWG. N0. BOO 2. �A. �' t ! \a 2 CONSTRUCT 3 AC OVER CL 11 4 AB................................................................ ... 44, S.F _ ;k y + t I I' I I I ! O CONSTRUCT LOCAL DEPRESSION PER APWA STD DWG N0. 313 1...........•...........•.................. 2 EA. I _ ' ' ' ___. __. _... ._ -_ _ `E I - �_._ ! I + + CONSTRUCT 6" CURB AND 18" GUTTER PER CITY OFF I ) I ji j I I i ; I _.__ ` I, j O PALM DESERT STD. DWG. N0. 102. •.•...••.••••••.•.•••••••••••••••.•••••••••............................... 1,452 L.F 3 15 INSTALL IN-LINE 12' X 18' VORTECHNICS CLARIFIER PER I MANUFACTURERS SPECIFICATIONS. ............................................................................................. 1 FA -_..-�.._....-__.,.....1, r^ i �a f••___..._....�. ��;,-✓Y.� i---T».,�.,,,�,------�"-'�-'.__T� _T`_T u?_.'"_",..�:'--r--'h.�""..:.`_'�----- - r'� j+ 1�� I + (+ � I _________________a I I F� - - - � , � - a- -- I _ ti, t j li �4 CONSTRUCT 6" CURB ONLY PER CITY OF PALM DESERT 3 STD DWG NO 103. .................................. ............................................................ .. 36 16 INSTALL 48" PERFORATED CMP PIPE PER DETAIL "D" HEREON. .......................................... 624 L.F I � 25 L.F _,_. ____ ' ' II I, I III I ! r; '. CONSTRUCT HANDICAPPED PARKING ACCESS RAMP PER nINSTALL 36" ADS HDPE PIPE PER MANUFACTURER'S SPECIFICATION. .................................. 368 L.F 1 , i -,P': ` P --�,_� ,._r..- -.-_. I ! i� ... ................................ i I I ' I} � � � � �'� �- � �� ._ _ _ .".,._-.-----'.�--�� I ;I� I I � '�..�... �;f ,I � i � SECTION A-5 HEREON. ................................................................ ... 1 EA. � _ INSTALL 4 DIAMETER PRECAST RISER WITH MANHOLE COVER PER - 19. FG ,�. t._ .___ _, ---__ 18 W_�I I -s . - -_ __ __ _ _ _ _ _ _ :. -_ a _ �._..-.___.._ _� ^ I " HICK SIDEWALK a - � _ � \4� 1 I [ 6 CONSTRUCT 4 T DEWALK PER LANDSCAPE ARCHITECTS PLANS. .................. 11,850 S.F - O .............................r CITY F PALM DESERT STANDARDS AND SPECIFICATIONS......... ............ .. 2 EA. I 7 CONSTRUCT 6" THICK SIDEWALK PER LANDSCAPE ARCHITEC PLANS. .................... 1,065 S F 6 19 CONSTRUCT 8' DIAMETER PCC STRUCTURE WITH 8" PERFORATED PIPES t7 i 5 EA. WITH FILTER PER CITY OF PALM DESERT SPECIFICATIONS........................................................ 2 EA. 1 12 CONSTRUCT CURB OPENING THROUGH ISLAND. .................................................................. 18 19 - 13 INSTALL A TRASH ENCLOSURE PER CITY OF PALM DESERT SPECIFICATIONS. ................... 1 EA• 21 INSTALL 3" TO 6" CRUSHED ROCK PER DETAIL "D", HEREON. 5 ' rl�' ., 3• _ l TYP 1fi 11.48 INV ;2'.66 TC D STA 13+67.94 I 1 KGB 19.0 RIM - 'RGE iCY OVER W i " / 3 - - .00 �_ -=-: 2o.'�q 14 C+G WITH ROLLED CURB AND GUTTER PER 7 iNv o _ 20 541Nv 20=6.291W =14', 3.15p i , REMOVE do REPLACE 6 3 h 22.43 •69TC 3 �•Y 2.00 -� o yr ? I t I ( trh ' COUNIY OF RIVERSIDE DWG NO 2 ................ 37 LF �. 1 04FS I I _ - - - _ ; �• X 22.78 TO 24.58 TC 4 4.18 TC f 00Tc 12.00 17 AR 4.42TC I - Qi • I t INV 22.22 TC 24.58 TC ��` 1 - .0050 T 2x o ' } , �I I - LEGEND 21.72 FL 2.24 % I 0.5% l 1 0.5AG 0� INV 4 S I� �v � ;FS � � s N 1Nv� - 2�L ;1 I ' dI( I s� FF FINISHED FLOOR J 22.44 FS l � - F` FG FINISHED FLOOR 24. / 19 STA 2+10. 5 S 11 '} 21 34FS . 4 24.40 FS / 11. 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I + N DEPTH- MANHOLE COVER - � _ - - =- _ - -__ - = - - - - BACKFlLL - - - - - ` _ - - - - _. - - - - - - 22 `TC 4 vf: .44 I I 25.00 FG _ _ - -SD- STA-1084,95 - �`�� \ I 1' ► I '�, t 21 -'T�" Jl--� �i I SECIIONI G-3 ry( 1 G 22.00 \ 21.00 36m ADS HD FG I 20.00 - �•� �I? -I- _ 1 ST 33+84. 04 \ „ FlERE D STA 10+79.70 BC I ISTIJ is II ' *� t� \\ -� 19.00 FG \ 8.30 SA +7 5 _ N It STRUCTURE Z I I 4 I 3.5 I. I I i + I �► itI ;*� '>� , ' /� II + 1 / '= '' '' '' '' '' '' '' '' a !�'� , r , 8' PERF PIPE LL. III e 2 25,54 25.04 F5 FABRIC ROCK Wji,T 4 48 PERFORATED CMP i n= gr g, I I I a 25.96 \ 1 V A TYPICAL LEACH 25.46 I vv v vv vv v vv I + I I I I J i�� _ o #t y 25.86 TC I I I I �I I s -- -- -- �� o00 cu.w rQ I \ I I 1 1 i3 I + I I 17 F1VI Tf? SCALE T� 3 + 2s.00 Fc \v y \ \v \\ \v I I W •29 t. + + I k �+, A -rt- r 3.2s � - c W as II j 4 � , PROPOSED . - 2 --- 4 � \ � `t � EWALK I . 1_ IZ I 3 4 '736 ; V I I I I I I PLAN PER PLAN . 2 ..� 4 PAVEMENT CF 4� C, t , I i \ A � A i i \ \\ i- \\ I ; I I I I I i I ��, �'� •fo � PER PLAN 4.9X PER PLAN e I - 4 \ \ I _ \ \ I I II I I I ( I ------ ------ 4 PLAN -- ; Q IE w \ I 1 1 86 I \ `- -" w II 23. TC 2s.aa EP f: .t I I I } �9 tf I I - - v - - - PLAN �E -! R 1 I I II I i / ► I � ' � ��� SECTION A A II , . 26.38 TC RP W =i I I I I � 4 N I I - - - - - - - - - I \1/ ` I I t ti}) KRETAINING CURB 0 rh OF SIDEWALK E ti :.. 23.15 FS 4 / 26.05 G // , - _,. - - - _ _ ®_ -' 5CF .88TC / / - - - - - - ® + I I I I I �i �I , I `z - - - , PLAN Pj-, . 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CONSTRUCT PER LATEST CALJFORNIA BUILDING CODE SPECIFICATIONS o \ \\ � W cfl I ' O I r p THIS PLAN SUPERSEDES THE PLAN APPROVED s \\ BY THE CITY OF PALM DESERT ON APRIL 13, 2006 AND IS IDENTICAL EXCEPT FOR THE ti • \ , REVISION NOTED H EON t� SCALE: P =40 DALE ROBERT BATHKE, P.E. DATE BENCH MARK DESCRIPTION: PREPARED BY: APPROVED B,r: IN THE CITY OF PALM DESERT, CALIFORNIA 5 H E E T DIG ^L-ERT FREEDOM PARK 2" BRONZE DISK SET IN THE TOP OF CURB, STAMPED BASIS OF BEARING: �FESS� „ �, �06E �. Y D AV I D E VA N S G�TY ENGINEER - ►���®enwooa (3 -3 DIAL TOLL FREE 107 . APPROXIMATELY 510 FT. SOUTH OF THE ECR OF N89'29'52"W COUNTRY CLUB DRIVE PER TRACT `` 9� y THE SOUTHWEST CURB RETURN OF OASIS CLUB DRIVE AND N0. 29555 MB324 32-36 4� ti '" A N D A S S O C I AT E S I N C. R.G E xos'f9sa EXP. b-30-oe PATE OF 5 1-800-422-4133 COUNTRY CLUB DRIVE PER THE CITY OF PALM DESERT / �` �' GRAD I��/ . 48138 * DWG. NAME CONTROL SURVEY MONUMENT RECOVERY SHEET. ,p6_3p� 800 North Haven Avenue, Suite 300 DRAwN SCALE ECGRoo2CPDxoo15 AT LEAST TWO DAYS P10:107 CITY OF PALM DESERT CIVIL ��� T" Ontario California 91764 3 8n4/ob + nDD culls,6urrER, E PAVIN6 FOR FIRE CIRCULATION CITY APPROVAL LKH MB NOT1=D D RA IMAGE PLAN BEFORE YOU DIG �F CI►1.fQ� �� DESIGNED .IOB NUMBER FILE NO. �� Phone: 909.481.5750 DATE By D�cRIPnoN AFM DATE LKH/MXR GPDX0015 ELEVATION: 134.125 ft. NGVD 1929 CHECKED DATE fOR° CITY OF PALM DESERT cPDX0000-0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REV 1 5 I ON S DRB sm=T. -7, 2005. r+ _ 14 I I ­ I i . " I . I - . I I - I � -_'_ __- -1 19 ��" 1�1 .11, kCITY OF PALM DESERT ' ' t� �'_ . I:_ AL1UI DESERT CA x -DESERT , -CA NOTES: . 1�—CONNECT TO 8" DETECTOR CHECK............................................................................................. 1 EA. ON - SITE UTILITY IMPROVEMENT PLAN I -_ rCONST' RUCT CONSTRUCT 8" C-900 WATERLINE......................................................................................... 1420 LF 8" 90 BEND............................................................................................................ 2 EA. G--CONSTRUCT 8" 45 BEND............................................................................................................ 2 EA. —COH RUCT 8" TEE .................................................................................................................... 1 EA. A PORTION OF SECTION 16, T.5.S., R.6.E., S.B.B.&M. 6>—CONSTRUCT 6" W.B. FIRE HYDRANT ASSEMBLY.......................................................................... 2 EA. PER CVWD STD. DWG. W-33A, MODIFIED FROM DIP TO C-900 PIPE 7 CONSTRUCT 8"X6" REDUCER ...................................................................................................... 2 EA. 10 CONNECT TO 2" WATER METER................................................................................................... 1 EA. 11 11 CONSTRUCT 2" PVC WATER LINE........................................................................................... 1360 LF 4—CONSTRUCT 1" PVC WATER LINE............................................................................................. 800 LF i _ _ 0 CONNECT TO EXISTING SANITARY SEWER LINE 1 EA. 21 CONSTRUCT 8" SDR 35 SANITARY SEWER............................................................................. 1240 LF 1" @--CONSTRUCT 6" SDR 35 SANITARY SEWER .............................................................................. 150 LF @--BUILD 4' SEWER MANHOLE......................................................................................................... 3 EA. PER CVWD STD DWG S-5 (EJ—CONSTRUCT 2' SEWER CLEAN OUT...................... 4 EA. _.. ..,_ _ -,_, _.,....... ,_. _- _._,_ -,,--' ..................... PER CVWD STD DWG 11 - F G -.. i ,.__.- _ ` .. N } \ i !/ LEGEND ; • I „6,�,, I ( j s t-- r •-7"s, r'r /r' i \ ` 1 7: y}. ; ,p } y? 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LL II �,__-,' ,111 J W 1 , U W d at. a'cr-, Y ak w W X .- d 50,41—E, )"=40' 0; 0" ws BENCH MARK DESCRIPTION: PREPARED 13'': APPROVED BY: IN THE CITY OF PALM DESERT, CALIFORNIA 5 HET Xm DIG ALERT 2" BRONZE DISK SET IN THE TOP OF CURB, STAMPED BASIS OF BEARING: Q�pf>ss/ FREEDOM PARK "107". APPROXIMATELY 510 FT. SOUTH OF THE ECR OF N89'29'52"W COUNTRY CLUB DRIVE PER �`w� R� D AV 1 D E VA N S Glrr )=N6INEER -Mark breenwood u — I i a DIAL TOLL FREE THE SOUTHWEST CURB RETURN OF OASIS CLUB DRIVE AND _ ��Q ��s y� A° D A S S O C 1 AT E S INC. DATE OF CL W COUNTRY CLUB DRIVE PER THE CITY OF PALM DESERT TRACT N0. 29555 MB324/32 36 r" — a _ W o �+ ,., R.G.E. NO. 5"faS�i EXP. 6-30-06 ON-V I TE U ��� ��� ��..1-800-422-4133 No. 4813s 77 682 COUNTRY CLUB DRNE SUITE F2 DRAwN SCALE D'''6. "p`"'>= A X P CONTROL SURVEY MONUMENT RECOVERY SHEET. * E0UT0I0PDX0015 AT LEAST TWO DAYS P10:107 CITY OF PALM DESERT BEFORE YOU DIG ,� cw,v �y� \• �" PALM DESERT CALIFORNIA 92211 DE5I6NIM JOB r OT>=17 FILE NO. 1 c��.�° '`� Phone: 760.772.65,% DATE BY MOMPTION AW'D DATE DWfKz GPDX00I5 IPTZr OF PALM DESERTB&M ELEVATION: 134.125 ft. NG D 929 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA GtiEGICED DATE FOR: REVISION 5 RDB APR. 25, 200'✓- C GPDX0000-0015 11 __- Ile, Czr� CZu� �-r Kin 1-4r**-.-1 } .................. _ ................. _ _- _.-.._ _. ._ _ _.. _._ q I E 542310.015 N 63.0519 / N 2206 8310 E 54 •f962,` 4 t \ \ \ \ \ 11 / \ E 542355.6651 R- 7 ��'�> . R,7 4 1 / a. --8, t / L- 220697.7568 \ ti? 99� - s a. 46 E 42384. 88 ' \ 4j0 \ \ d O .. -,..- =79.87 c 542353.739 �> s, R�1g ` L=12.59' r --� \ r j E 542348.8143V�=198Y >B >, i>i C js �' hN / \ a \ e 00 \ S R=79.87' y ? 6' 42 -. _ 22 �` �Lzsp w �t1 N 220704.326(7 �L-7`9.87• f 2376.0616 0 56.E 54234fv' R=79.87' �Op. L=2.84 yF �� j"-i•• � �� 1 4 08' ..--•R J ��'� N 220648.1877 � •� � .` �� ��� F \ A ; , ,.. � �� / 6 +'. ,- T � B �y�,� �. E 542366.0287 0 N 220715.4303 l�� �'� >> / >s B 9 �P •s \ 6' f 6j 4'� �, '�'p , 20632.3971 --. p � �l l p -- R=79.87 ` �'�� , # ?,36j 4� f 2 ' ,;;� 1 E 542 ) Z ��7 I �'' O• i c� o� �o O �. L=8.24' - >\ C�c�6,'7:.7.1R` 638, '�,� {� ��f N 220625.3847 t 2 \ 1; \ 5- O O / 6' � I,x'1 O I > D� O O k �\3 gB), So , - .,1°'b:h `�E 542352.7216 st _i __ r , 3 `9st 2S�S`?s \ / t10 ,�jOc� �O ,� 542332 1 ! 5, , M.,2 ` ' S. �; Q`/.,'` N 220624.5 2 \ - - - F _ . p O ' -;.� - �• ' , �342,51;��_ -"��-_ �i; 47� 00 . X �� S423 � \ 1 � O N 720725 92>4. _.. o�> 22069 .38_ ►� M y m Z 4233 N00'00'51"W •I E 4232 9 03' N $r �� �� a` S� 06 r'V, o�it�� P coo / \ • E 542337.8343 �,jo 54ti�1'�- ". E4 37.38 0 � N 22 742 o °' 0 S� ( El D 1 � LID't �b 7 I E 54 315. N00 0 51 9. 0 NO '00 51 W 5'` N E 54232 3373 O oo 14- N 00 '� E 542321.078 *o 1 r� o A o N 207 99 L, C� . c B ti'L41 6' �, cam ?3�6 l / \ 9i{ Sri L='I 1.55' � � E 42,- $8 ` rn N 2 42. 58 �S ?9 �• I C} - one Ca N d ' �• �n N00'0 51 'W 71.01 I - - / / \ \ �, E 5 2332. 933 r� a o N o ' E 542303.0640 p �c' 3 58 4 96 2880 / A rn 00 � " �' L a3� rn - F In 11 D586 lug �� e, \'Q� 5 /� 3 cd 2288.1666 p> O 01' N 220818.3755 I Q, N -__- I I I r o LO an - I I f s a o ti, / \ 2309.2134 � Co 00 E 542285.3795 E ''�77 M VN,�'` 1'L'L`L '�•ec` ^�kj``� N 220681.7286 �TM I �r \ i o �n Oct U 3 s?o� `� iO (R�>9�, N e'' N 220848.3608 !�' °o' € oCOo ( - - - - °' NN 220742.3610 � �5.4 � 3S '� N � o a 61• - .�'�' E 542292.6302 o p NI r II ofl 11 o °' 54.2271.5094 0o I I I�_ Co, �N jB6 �9y 542273.80 �, � `�'m "" rn .�•,�? a, / 4227 a 9999 �o ryti ,� M Un `� c04 - C�J w a .,��.��g mil 35 F 66.0099 cV N cc 7 la ��,p. ?Oj,,` 220�6 4g•, h �L� J..,',_ 542 �,,� N N N / � � --+� I Ij �' • , � o0260:4 . ? �, h " "' Z o a I � C� o ) �n � UAD R- _1•s.. �'�,051.� 6°1 `1 ���� / � hh / � co A�V M 220711. 92 N 2 S 4 52.26> ;i • g E 542245.0 39 ' / W _ `L�'p`l�" / N 207 1.01 1 743. 3 N R 79.87' r �' / -�- / s � 5 5 882 3o �, ` - - N E 542240. 6' 63- 5 `�, � � "d? - \ / - R=79.8T 8• N 28`i7.12 9'S 09 9'S9'09' C] ❑ �fO� _ ._ _ 251 234, f' �� - 24.6 ' 9. 0' .66 NL 220703.66 2234. 610.821 `� / �:• N 22077 1.02031 r E 542236.9248 422� < !� 3 665� ' O R=79.87 , o 7"A 20S 4.3518 a} g�5• 1 r ,. E 54 1 p! ` ` N 220783.7190 E_ 42227.6163 r i �=`79s7 / --- ---- -_ / E 542240.2000 =6.72 2 $ 36 0 22fi _. �i N 220749.5576 \ r N .344i , s / / p E 54223�7-i 27 h , E 2 77 , - / � Y;#' yes II s � �T z a, ` : - �. N >381-11\ / N 2�221.4 N 22221 489 2206 341 i F` E 542203 703 / °. ?° S � R 9.a1, R g.81, \ 5 g j" l ``j9�� R=79.87 s L=17.68 1 •O / _ N 220668.5 a ,, 220 v�5.5589 E 542201.808 ~ / / y N 220672.4326 3i-- E 542197.9192 HARDSCAP l DETAIL N 220675.442 { / \ E 542180.431 \ O V , o N 220990.7672 N 220975.6700 E 542102.6723 E 542102.6966 } N 220954. 8 / E 5420 . 799 / NOTE: t CA �� FROM FENCING ON TOP # ~`�' •� fr IP N 221041.2631 / REFER RTOWLANDSCAPrrH ERARCHITECT DETAILS N 220954.5665 ^o O E 542066.5901 EE 5420 a � N 221005.0635 E 542015.9305 , i F t M1 r � �a 70 00. 87 " 46 D 7'55' 16 N o 15. - 8 �•�R,206.2, N Z i' L 4 - ` i ! f L=54 , 36.77' N , 2 R= 04' 3 34" 0 5,4 _ 7 I D�7'5 �16 i 44 �j 53.51 05.4.E ' z ; 0 41,0 E _ _ , ! I: ` R=93.72 209.26' N 00'28'13" E / L 78.78' N 03'S9'S7" E 06.7b N 04 53'34' E _ ` I 1$ tj R=10�1 .00 'D_12• 1 _ ' R=150.00 210.00 D=12'4,3 4 T 23 3 8» 4 4 .80 =1$.4 I s I 4 L-=46.63 T=2 � � •41 R,'p3 72;� D_2 •56'29�' N - j- ,. x 4 -T. t j ..,._.__ .......w.,.,---.._ .....- . _:_.._....... . .:._.:...__- -... r.-,, ... .-.,,- -,-,-, -_" .. _.. - --- ... � '_•- _L.._.,_..rs. _.... ,._ .:.-_...:.:s_.-::Y.._a..,.vuTsra -.-x..0 ca.a.z.r ._.:,. ..rl.:r--, ..r,,,, - __. BENCH MARK DESCRIPTION: PREPARED BY: AFPzovl=D a r= IN THE CITY OF PALM DESERT, CALIFORNIA 5 H E E T DIGALL-ERT " BRONZE DISK SET IN THE TOP OF CURB, STAMPED QROFESS/ FREEDOM PARK "107". APPROXIMATELY 510 FT. SOUTH OF THE ECR OF ���� �pBER �. D AV I D E VA N S GITY ENGINEER -Mark 6roonwood Hc - 1 DIAL TOLL FREE HE SOUTHWEST CURB RETURN OF OASIS CLUB DRIVE AND �y AND A S S O C I AT E S I NC. DATE HORIZONTAL/STRIFINn o,= 5 � 1.800.422.4133 OUNTRY CLUB DRIVE PER THE CITY OF PALM DESERT � 4 �' R.G.E. No. 5'1a8q EXP. b-3o-oe RAME ONTROL SURVEY MONUMENT RECOVERY SHEET. • 48138 800 North Haven Avenue, Suite 300 DRAWN SGAL.E DWG' OICID 1.16 "1106 L.MSW NEW SAW IELD ORS 612106 LKH A5 NOTED PLAN EGHZOOIGPDXOOIS AT LEAST TWO DAYS 10:107 CITY OF PALM DESERT � �~ Ontario California 91764 BEFORE YOU DIG tL elf OF CA1.�°� �"� Phone: 909.481.5750 D>=slcsNED .IoB NUMeI=R >=1t.E No. DATE � DE5GRIPTION APP'D DATE LKH/MXR GPDX0015 LEVATION: 134.125 ft. NGVD 1929 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA R E V 15 I O N 5 GHEGKEDRB PATEPT. -r, 2005 �� CITY OF PALM DESERT GPDx0000-0015 s 1 �%MooNT00 yin N�-a - E 542321.8698 14.1 6 TY O Z p �\ 29 00' 4.51' z l 7 10.00 10.00 <I �� TYP. 1 21.078 _ - s `I `�` i i i CD O � ; Ui ---- -- --- /,. ,- _ ,� STRIPING NOTES I _ o '� o o 00 i _ O APPLY PAINT TO PROVIDE PARKING STALLS, 4" WIDE __... __..�_..__..._...__ ____._.___ I � �' f � ,•r, 8 -TY WHITE PAINTED STRIPES. of ._ _ s mod• F I « _ (4- 00 I _==� % '- TYP o� _ �3 APPLY WHITE PAINT TO PROVIDE FOR HANDICAPPED PARKING STALL, WIDE BLUE PAINTED STRIPES, PROVIDE a' 20`00 ;.-.... I 1 I -� HANDICAPPED INTERNATIONAL SYMBOL OF ACCESSABILITY Ilf i I fl `..___..___.___.._. _� z / Lwd N '0 'S1" W z N STENCILED IN WHITE PAINT ON BLUE BACKGROUND. J o I s �° �' rn CD T, 29 00' SEE DETAIL HEREON. I ` I I I i I I o0o I C ^/'r rn TYP. a, N 00'00'S1" W I 1 ' r f, - M 4.51 O4 APPLY"WHITE PAINT FOR 12" STOP LINE AND STENCILED ►n ' �,, ' 00 ►� Oo N � STOP LETTERING. C14 -' 0 APPLY PAINT FOR 4" DOUBLE SOLID YELLOW LANE STRIPING. / -- '' rp o o _ 6 APPLY PAINT FOR 4" BLUE HANDICAP RAMP PARKING ' ACCESS STRIPING PER DETAIL HEREON. �`.: � rn O _�-'� �� 1 8 -TY L0 00 '' 1�7 CONSTRUCT DISABLED PARKING SIGN PER DETAIL HEREON. O Z N N 00*00'51" W w 4-: �r - n'P ® CONSTRUCT WHEEL STOP PER DETAIL HEREON. 14.10' CL `� x I (nno � w N00' 0'51" W � - w F Hx _ P 3 00- � ' 0) U' N r'o�' TYP. 1 � o0 `� 00 ¢- z v� ----- -- rn M C� o Q N 00'00'51" W z ,,� N O 4.51 \ 6 O <<<a /o°` �o N 00'00' Ij' W 8 -TY 13.00 o 01 c$ v r v) - N 00*00*51" W TYP.� o 1 0 J 29.00' oo 0 1 rn z O TYP. ow E 542161.1105 N 220272.1428 °' p �a _ w w 2 O E 542158.9931 N0. ,n Uj U., TYP. 1 Z oo w T--- _ cfl r Q b ti L-27•73' p 1 �; 00 4' U.H.O. 4 O �? O i N 00'00'51' W PRECAST CONC. J _w 1 _ . I IYP. it Q + 4 MIHEEL SRC.51 II 3 13.00' LO p;;'�-TYF . 4 A.C. PAVNG ,n o � � J w 5. N .-- Ell L N 00'00'51" W i- o 29.00' o - oo a o0 rn o 00 00 °' TYP.-( 1 }/ EPDXY N4 BAR. 24' -' 00 LONG, FLASH v w 1 -TYP. o Gi TYP. 1 ® o z 2' 3' 2' wACE 0 o v w 0 _ rn ( o w d' cn : 1. NON-itEftECfOR¢ED .oB3 IIETAt " 220388.3823 _ BLUE D Q- a o o z SIZE r X 10" o ' • '�c� ' A.C. PAVW N \ N O f + E 542093.1298 _ ao o o� o 3 BffROM OF Tip SIGN SHALL BE 7 FEET • oo z z N ABOVE GROUND LEVEL - -TYP. N 00'00'51" W 4 I'MISHED GRADE �co 8 o d 14.51' 43 - \ 5 BftEAKAMIAY BASE u, u� " i I EPDXY-/ N 00'00 51 W � it 0 ONE SIGN 0 EACH HC STALL ca II II II 29.00 ' MOWSTRIP J � � _ SEE LANDSCAPE -- - N 00'00'51" W ARCHITECT PLANS(TYP) 13.00' O 0 o wnP 1 P PARKING RAMP ACCESS WHEEL STOP TYP. 1 ANDICA HANDICAPPED PARKING SIGN N H .8697 ® 0 10 9 1 _.__.._. � o N d HOT TO ScxE NOT M SCALE HOT TO SCAE ® o U 00 o cn M °' N 220129.1161 ' 1 _�P LO a O E 542051.4919 N 220490.1206 c0 N 220527.5337 E 542029.3309 MOWSTRIP 8 -TYP. E 542014.2269 SEE LANDSCAPE _. ... - _ ARCHITECT PLANS(TYP) o O Fr � N 00'00'51" W oCL u 29.00' a� MOWSTRIP `�' J O� MOWSTRIP SEE LANDSCAPE o ARCHITECT PLANS(TYP) r - NOTE: TYP SEE LANDSCAPE 126.90 V a, FROM FENCING ON TOP ARCHITECT PLANS(TYP) x N 00'00 51 I nP 1 8 -TYP, 0 3-0 13.00' I a� " - ---- - -WITH MOWSTRIP - -_ -� CURB W _ --- -_ REFER TO LANDSCAPE ARCHITECT DETAIL n ® a Q 1.ALL STROKES TO BE w � can - 3" WIDE. N 220541.7201 00 a^ w E 541998.7116 z '` f ; w ;per N 2. PROVIDE TWO COATS OF PAINT. 16 a, rod, o , o 0 o O z n II a, M -- 1 -NP• O N 00'0 00 E �o .0 3. BLUE BACKGROUND OR BLUE 0) �'�' �°�6`L� 30 00' 62 , w . OUTLINE WITH WHITE SYMBOL. N 220541.6308 , 1� , fry' o - 4.LOCATE SYMBOL AT REAR w ' S_- _ o o - 3 �TK' �`� z .6, o) o Q, oo "' CENTER OF STALL WHERE x E 541974.9216 o 4 � �+ N 220375.4686 E 541985.0514 �'� w •cs, SHOWN ON SITE PLAN. E 541992.3845 RADIAL POINT h ' `' 00 ao RADIAL POINT ryh'� o z �� .� 5.ONE SYMBOL FOR EACH „ o z HANDICAP PARKING SPACE. , 13.57 �\\ �" N 00'00'00" E �%� 6.3' SQUARE MINIMUM O °° M� >S,o 18.00' O z O 0. ,Oo•O d m Un rnZ o ?6 HANDICAP PARKING STALL DETAIL o NOT TO SCALE 7� t j R 21.00 p R=10.61, g J N h A N 12 g 7' O co 0 t ! 72 39' O 14., �6• ,� L_37.93 E 541912.7779 =65; 38 �',��. � RADIAL POINT x� . : R 1 00 0-2 L-187 23 '00•0 A 00 '00'51"W 2 7 �� �� 10 03' 00 0 c't-o lb R�0.00 a. L68.74 R-8.00 ` \ I L-14.88, °; 00 1 R 70. L= F .r _ N ti � i SCALE. 1 =20� BENCH MARK DESCRIPTION: PREPARED BY: APPROVED �° IN THE CITY OF PALM DESERT, CALIFORNIA S H E E T DIG ^L-ERT " BRONZE DISK SET IN THE TOP OF CURB, STAMPED 0 ESS FREEDOM PARKHIC _ 7". APPROXIMATELY 510 FT. SOUTH OF THE ECR OF ��� SOB fy ��: -;u' �.: D�� ' D �VA� � CITY ENGINEER -Mark Greenwood ,. DIAL TOLL FREE 1� HE SOUTHWEST CURB RETURN OF OASIS CLUB DRIVE AND W o �y A N D A S S O C I AT E S INC. DATE WOR I ZONTALASTR If'I N.G o>= 5 c� R.G.E. NO. 5'ig8a EXP. b-30-OB 1-800-422.4133 OUNTRY CLUB DRIVE PER THE CITY OF PALM DESERT c DWG. NAME ONTROL SURVEY MONUMENT RECOVERY SHEET. 800 North Haven Avenue, Suite 300 DRAM SGALE AT LEAST TWO DAYS 1 CITY OF PALM DESERT TM 5/31/Ob LMSW NEW BALLFIEL.D DRB 6/2/06 L<H A5 NOTED PLAN 10. 07 C ��,,, Ontario California 91764 DESIGNED .Ios wn�rBER E No.ECHZOOICIPOxools BEFORE YOU DIG �• CI►l.'�0�`t► .,,t�`0 DATE BY DESCRIPTION AW'D DATE KH/MXR GPDX0015 LEVATION: 134.125 ft. NGVD 1929 Phone: 909.481.5750 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CHECKED DATE Fes` CITY OF PALM DESERT cPDX0000-0015 R E V 15 I O N 5 DRB SEPT. 7, 2005 I .. ............ - ,... -.___X-._...r. _.m_-„�-r.--'- r-x'-r..--r..,_.,............_.:_...... ._ .._ ...:x ..xx-r.--., :,. :-. -: ..v,_ ... : ,....,.x.-_,- 'i`;z_, __.r_...t_zrc xx-r... --T. ..-zx. :.,_:s.--• --r.r-^+- -•-._ -::x,rr-n ..-rz: s .xxc. -,-,-,-,-.,-rx t t r r .� � -. ...... _.- rra-ca-r,-,-•-+-..rsr . ,=c.z�..'s -s. z-r -T-f-s-Y--*"-,-,-cr -•---,- 7 k ^' r r ,r' r-/ .......... J, -- 0636 �`9 5,� 3 � �_ � ,� j-- 1__.�,, E 542662.9851 E 5 2663.081 E 542662.8430 '-'- _. 9 oN v1�~ N00.00'51"W 105.83' 45 y / l O' 00 0 20• 11 �i, _ { 50�82' + i i I �' / N 2205 0. 463 oo a o 50.$3 64.2 1 E 542661.5341 4 .28 d o 00 N00.00 51 W 255.06 LO z r (r N`y� RB-00 S W 15 E 542652.0779 z rn LO COO r o O.. z l U E 5426 3. 674 E c 4r �905R5-469 - - - - - 71 E 542595.8733 / co Un o 4 `n LLJ 1 \ ( / ) 00 w { Ln l ~ t 00 Lp a, w r' z I � w ZE 425 745 i ,` E 542539.4328 r - - - NOO.00'51"W 105.83'- =. CD AT 0 \ --r---, 9 E 42509.8373CR N 220520.8733 C E 542504.0364 S00, \ 1 �S°°, E 542454.5376 0.21 s° tK / v (9 It °�9,�5 \ \ E 542391.5131 1 �f / \ / _ t �O / \ - --- o, f 1 I I y ���5. w - Nb0'00'51"W 47.00 - - t F CD / \ 9 A f 9• \O /S O• r a pp w; NOO*00'51"W / I I 33.98 - - / r i° /„ 1� �; r 0 00 00 �4' -i- ,w ,,r E 542337.8343 _ r ! 542337.3830 ( f / ti r. I L, • o.,. L N00�00 51 V NOO.00 51 TIN v,,.� � E: � ` � � ��� �; 000�� 7 - 1'�f10.00 oo E 542321.078 _ d- OE N E V\ N 220761. 996 E 5423 >2. �� s -- -- _..._.._.. I - -- / N 2074 495 N ✓^ o N�n �n N00'0 51 W 71.01 E 54233 2.1933 M o C) o 'n } _ _ -- 6' / rn - l�l l�l ,� oo �1 2 0 r. t 36 -00 r ' / N 220818.3755 _ c�v .� W f �'�� �� ` '. '`` _ �i `� "' I _ o ... .. _f... _.i... .. �... !. .. l _ _~-- met •t .` r` \ �E o p \ l � _ 4-2- 5-A2109.2134 - . . SEE SHEET NO. HC-1 T - SCALE- V =20' BENCH MARK DESCRIPTION: PREPARED BY: AO` BY` IN THE CITY OF PALM DESERT, CALIFORNIA SHEET DIG ^L-ERT " BRONZE DISK SET IN THE TOP OF CURB, STAMPED pQgOfESS� CITY ENGINEER -Mark Greanwood FREEDOM PARK _3 107". APPROXIMATELY 510 FT. SOUTH OF THE ECR OF �Q� �0 �yc D AV 1 D E VA N S DIAL TOLL FREE W o �y DATE HORIZONTAL/5TRIFINn of HE SOUTHWEST CURB RETURN OF OASIS CLUB DRIVE AND �; AN A S S O C I AT E S I N C. 1-600-422-4133 OUNTRY CLUB DRIVE PER THE CITY OF PALM DESERT , 4g13g Haven Avenue Suite 300 �'a� Era'' b-3o-os 800 North Ha PLAN DWG. NAME ONTROL SURVEY MONUMENT RECOVERY SHEET. * V TM ' KH A5 NOTED EG+�zoolGpDxoolS AT LEAST TWO DAYS 10:107 CITY OF PALM DESERT BEFORE YOU DIG J} 1Y11. �! Ontario California 91764 pF CA1.�E `� DATE BY DESCRIPTION APP'D DATE 11 KHI/MXR `� GG D O015 PILE NO. LEVATION: 134.125 ft. NGVD 1929 Phone 909.481.5750 UNDERGROUND SERVICE ALERT of SOUTHERN CALIFORNIA GHEGICED DATE ;`oR: CITY OF PALM DESERT GPDx0000-0015 R E V 1 5 1 0 N 5 DRB sa=T. 7, 2005 -A i ? , r I 1 ...,.,.. .. . .- "`*'*.,,xx.,.. .xa:.crx:c'v- zra.a:r- ,-,-•-rrs,-r. -t -m �_...�:'-r-Y"-. :,';-^?,.,,..e_.:.._.° -x_ ...'r._.:'ri� `->�-s�.'s,:.�' '' i` r s' .. -- - _.-. .__ .....,.:,_:-r_ ,,.. ... . .--:.`r ,.-..r: r'^^ .:......: - xrzr- - ciz-rsr.' '_rras_. •..rs. . '_rm .3.rz ;.. zr.:. :r<x :.l... . • s_c::c: ...::c:rxr.s:r'.7sr_r:: cs.' .'u s;rcs:z,-.*-sr-az.•;.. S IN N00'00'51"W 105.83' APPLY PAINT TO PROVIDE PARKING STALLS, 4" WIDE WHITE PAINTED STRIPES. 0 463 � R-'�3.0 220345.1504 6°�' >v I 1 5341 I o`ti E 5426 �O� L,1�,9.96 Q APPLY PAINT TO PROVIDE FOR DIRECTIONAL ARROWS. ooK CONFIGURATION TO CONFORM TO CALTRANS STANDARDS N 220233.1687 INDICATED HEREON. p1, ��� E 542651.93 tx 15 , - O3 APPLY WHITE PAINT TO PROVIDE FOR HANDICAPPED PARKING 00 n- A - f� Op �`�- R=52.00 .� R6 �`' ' '81' o , L=205.08' STALL, 4" WIDE BLUE PAINTED STRIPES, PROVIDE �` �`` Co. n, N HANDICAPPED INTERNATIONAL SYMBOL OF ACCESSABILITY O L=7.36 N N o a ;' w o z -.` '� STENCILED IN WHITE PAINT ON BLUE BACKGROUND. o `, N vi S' �„ R=31.00 SEE DETAIL HEREON. N n p °j b o r N L=98.23' po z U' M �' cl, U-) �'` O APPLY WHITE PAINT FOR 12" STOP LINE AND STENCILED -- 4260 .81 4 E 542611.$342 Lr)w Of o F- w 3 "STOP" LETTERING. 674 s 8 RADI OINT - - - - - �o 00 O APPLY PAINT FOR 4" DOUBLE SOLID YELLOW LANE STRIPING. 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CL b d b COD0 M U�� W _ z I : 11 TYP. o 0 C) W N 00'0 '51" W N00'00'51Pow 0 00 �3.1471 14.1 CIS 00 - _ E 542321.8698 6 TY 29 00 0 � 4.51 z 10.00 TYP. rn _ -._---- i � oo w ' I 00 DS• U) In U') 0) O 00 0100 _ �- O 20.1_3 /N���' � O z hOQ_J7��-TYF. 0 C) 0 O 4 O 00 O f, O __-- Lq / TYP. o CD O, J 20;00 1- -- ...._ _.__..... w N 00'0 'S1" W aoo N z 29 00' O I O ��� � l� p) f O I I O I i I CD N 00'00'51" W Ty ` 1` ®P. 4.51 \ i 00 O O U t r J Z w t d ' - LO Q II w r r i O c < < & & g 5T" <<R ' ' O ocp I rn a SE S HE T NO. HC- 2 THIS PLAN SUPERSEDES THE PLAN APPROVED BY THE CITY OF PALM DESERT ON APRIL 13, 2006, AND IS IDENTICAL EXCEPT FOR THE REVISIONS NOTED HE ON DALE ROBERT BATHKE, P.E. DATE &G4L E= 1 1 1=2 0 BENCH MARK DESCRIPTION: PREPARED BY: APPRov D B*i'' IN THE CITY OF PALM DESERT, CALIFORNIA S H E E T DIG ^L-ERT " BRONZE DISK SET IN THE TOP OF CURB, STAMPED BASIS OF BEARING: Q / DAV 1 D E VA N S GITY EN&INEER -Mark&reanwood FREEDOM PARK WC _ 4 DIAL TOLL FREE 107„. APPROXIMATELY 510 FT. SOUTH OF THE ECR OF N89'29'52"W COUNTRY CLUB DRIVE PER TRACT HE SOUTHWEST CURB RETURN OF OASIS CLUB DRIVE AND NO. 29555 MB324/32-36 0� �y Q AND A S S O C I AT E S I NC. PATE NO. 5-4MCI EXP. 6-30-08 HORIZONTAL/uTRIFINn OF 5 1-M-422-4133 OUNTRY CLUB DRIVE PER THE CITY OF PALM DESERT �a{� 800 North Haven Avenue Suite SCALE D . NAME ONTROL SURVEY MONUMENT RECOVERY SHEET. Tm ' &6/24/06 00 �,,, SCALE HOHE ADD DIWN510NIN6 FOR CURB AND&UTTER GHAN&E CITY APPROVAL KH A5 NOTED EGHZOOIGPDXOO15 AT LEAST TWO DAYS 10:107 CITY OF PALM DESERTBEFORE YOU DIG C ! Oltario California 91764DATE BY DESCRIPTION Af'P� ATE �I/►rtXR � G D 0015 PILE NO. LEVATION: 134.125 ft. NGVD 1929 CAt� �, Phone' 909.48.1.57J�0 UNDERGROUND SERVICE ALERT Of SOUTHERN CALIFORNIA CHECKED DATE FOR: CITY OF PALM DESERT GPDX0000-�OOI5 REV 1 5 1 0 N 5 DR8 5EPT. 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I III I I I w I i II TYP. � v, _ O CONFIGURATION TO CONFORM TO CALTRANS STANDARDS II i o a INDICATED HEREON. I I) ( I I I II I N00'00'51;'W 0 ° 3 APPLY WHITE PAINT TO PROVIDE FOR HANDICAPPED PARKING I III I I I I O 4.51 z STALL, 4" WIDE BLUE PAINTED STRIPES, PROVIDE I II ( i jI I HANDICAPPED INTERNATIONAL SYMBOL OF ACCESSABILITY II STENCILED IN WHITE PAINT ON BLUE BACKGROUND. SEE DETAIL HEREON. 0 0 ( II APPLY WHITE PAINT FOR 12" STOP LINE AND STENCILED -- "STOP" LETTERING.00 I III I I I i U) z II I lay I 0 APPLY PAINT FOR 4" DOUBLE SOLID YELLOW LANE STRIPING. I III I I ) I 11 I I I I I I APPLY PAINT FOR 4" BLUE HANDICAP RAMP PARKING I III I III I TYP.-� o o ACCESS STRIPING PER DETAIL HEREON. 0) �? N O CONSTRUCT DISABLED PARKING SIGN PER DETAIL HEREON. III I 00 I11 I I I I .I z ® CONSTRUCT WHEEL STOP PER DETAIL HEREON. N 00'00 51 W 4.51' I III I I II I'' U' I III I I III o CD _ II i I 11 I U-) 0000 I III I I Il li I I I ! I U-) I I II I N TYP. z W M II , CD O 0) _ W I N o i III II �I 00 III I I I I II it I , z 00 N 00 00 51 W 4.51' C1 � J W O O � O SEE SHEET NO. HC- 2 SCALE: P =20i BENCH MARK DESCRIPTION: PREPARED BY: APPROVED &r` IN THE CITY OF PALM DESERT, CALIFORNIA 5 F'I E E T DIGAa-ERT " BRONZE DISK SET IN THE TOP OF CURB, STAMPED OFESS/ o �� DAV I D E VA N S FREEDOM PARK '107". APPROXIMATELY 510 FT. SOUTH OF THE ECR OF ��► LOBE e^y DATE ENGINEER Mark braenwood DIAL TOLL FREE DATE t 5 \ HE SOUTHWEST CURB RETURN OF OASIS CLUB DRIVE AND AN D A S S O C I AT E S I N C. HOR I Z ONTAL/SIR I RING. OF � 1.800.422.4133 OUNTRY CLUB DRIVE PER THE CITY OF PALM DESERT � ONTROL SURVEY MONUMENT RECOVERY SHEEN. 09 No. 48138 800 North Haven Avenue, Suite 300 VIRA R.C.E. S�aea SCALE 6- I AT LEAST TWO DAYS 10:107 CITY OF PALM DESERT PLAN DWG. NAME BEFORE YOU DIG t 11. ��! �" Ontario California 917CA KH A5 NOT1=D EI LE OIGPDxoO 5 OF CA1.�� \V DESIGNED .IOE3 Nu►PDX FILE NO. '!t Phone: 909.4 1.5750 DATE EW DESGRIPfION APF'D DATE KH/MXR GF'DXO©I� LEVATION: 134.125 ft. NGVD 1929 `\ CHECKED DATE FOR: CITY OF PALM DESERT GPDXOOOO-0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA R E V 1 5 1 0 N 5 DRB 5FPT. 7, 2005 i '; IRON TREE GRATE; INSTALL PER MANUFACTURER FLAG POLE, INSTALL PER MANUFACTURE9R ® PLAY AREA SHADE CANIOPfE5 INSTALL PEO 8 TRAuii REGEPTAGI.E, INSTALL PER MANUFAGTURJ=R Ib SCORE KISEPING BOOTH,SEE DETAIL 'I' 5HT. 'LG�9" ® DRINKING FOUNTAIN, INSTALL PER ® CONCRETE CURB 4/OR 6UTTEFP;SEE GRADING PLAN ® SPECIFICATIONS: SPECIFICATIONS: MANUFACTURER SPEGIFIGATI3f15: i;I:!�i�!!III��I:I!�!iIii1:iII��IiI�I ____1,�,"�r1 0'ii�I IiL�I�.�: !;I�I:IL.I;it I:z IIt��I.!II!I I .I '__. 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'LG-+9 FOR COLORS MODEL: STABILIZER PRO-SOLD OR APPROVED EQUAL MANUFACTURER: HAMS OR APPROVED EQUAL PICNIC SFLTER, INSTALL PER MANUFACTURER 5PEGIFIGATIOTIS: AGTURER: IRON SMITH OR APPROVED EQUAL MANUFACTURER: LA 5TEEL.GRAFT OR APPROVED EQUAL MANUFACTURER: SHADE STRUGTiJRES OR APPROVED EQUAL BUILDING PHONE: (a0a) 757�i240 MANUFACTURER: SAIL MATERIALS ® PHONE: (800) 998-4'Ibb PHOi�, (818) '1q8-1401 PHONE: (888) 640-42a7 MODEL: POLI60N OGT 28 WITH (51P) ROOF DECK PHONE: CONTACT KAY PHELPS (`ib0)960-8204 0 SEE ARCHITECTS PLAN 1 I 1 PHONE: (a51) 27q-lOgS " WITH DUTCH SEAM PANEL METAL ROOF DISABLED PARKING SIGN, b" CONCRETE MOW CURB,SEE DETAIL , ® 12 HIGH CRAWLING FENCE, SEE DETAIL II SHT. 'LC-6 ® 4 NATURAL GREY CONCRETE PAVING W/SCORING ® SEE EN6INEI:R'S PLAN ® '4' 5HT. 1.G-bl 61 8 H16H GHAINLINK FENCE, DOLOR: REDWOOD w01 ROOF BY ATAS INTI!RNAT1ONAL L ® PEGNIC SHELTER, INSTALL PER MANUFACTURER SPEGIFIGATTONS: 10 42' VINYL COATED CHAIN LINK FENCE (COLOR TO 18 42" HIGH TUBULAR 5Tffi SAFETY FENCE, INSTALLED IN PATTERN A5 SHOWN WITH MEDIUM SAN�7BLA5T FINISH COLOR, SURREY DE16E FRAME COLOR(POWDER COATED) SEE DETAIL 'II' 5HT. 'L.C-b' TO BE FOREST 6REEW,SEE DETAIL WSW. LC.-6 RETAINING WALL.5>5: DETAIL 10 SHT. LG 8 DRINKING FOUNTAIN, INSTALL PER MODEL: POL160N OCT 20 WITH (51P) ROOF DECK PLAY EQUIPMENT INSTALL PER MANUFACTURER MANUFACTURER: POLI60N (P.a00-554-7721) OR APPROVED EQUAL BBQ (51N61.E), INSTALL PER MANUFAGIURER MANUFACTURER SPECIFICATIONS: 6' H16H CHAINLINK FENCE —SMITH DUTCH SEAM PANEL METAL ROOF OR APPROVED EQUAL Ia -2',5' 4 4' BOULDERS;REFER TO PLANTING PLAN SHEETS i 1 MANUFACTURM: ROOFING BY ATAS INTERNATIONAL SOO-4b8-1441 ® IFICATIONS: � DETAIL '11'6HT. IX,W ,...,,x1 , 6� ', � COLOR: REDWOOD 00-1 ROOF BY ATAS INTERNATIONAL it WITH RIVER P®BLE STAMPED 1Y1'E: GRESTA ROJA BOULDERS --�3PEGIFIGATIONSa +�+-+-• SEE DITAIL 'LG-8 � -9EE DE'fAtL'li SHT.�-b COLOR: 16E PRAMIE COLOR(M'OWDER COATED) ❑ PATTERN BY L.M. SCOFIE LD OR EQUAL. SEE DETAIL T SHT. V--b' : WT BOULDER aE STONE 12" DEPTH WOOD FIBER SURFACING INSTALL ® b' HIGH TUBULAR STEEL FENCE AT DO6 PARK AREA MANUFACTURER: IRON MOUNTAIN FORGE OR APPROVED EG CO : BLASTED STAINLESS STEEL 12" WIDE NATURAL GREY CONCRETE SANDING MANUFACTURER: POL16ON (600-554•-7721) N ' OR APPROVED EQUAL. PHONE, (`I60) 942-W22 ® PER MANUFACTURER 5PEGIFIGAT&6: SEE DETAIL 5' 5HT. V--b' NAIL 8 SHT. 9.G-b SUPPLIER: LITTLE T1KE5 MANUFACTURER: HAMS ® 5tE DETAIL �' SHT. 'LG-b' MANUFACTURER: ROOFING BY ATAS INTERNATIONAL 600--466-1441 !2 b THICK NATURAL GRAY CONCRETE PAVING WITH L16HT � DETAIL S' 5HT. V--q' MANUFACTURER: FOREST WOOD FIRM PRODUCTS OR APPROVED E W HIGH TUBULAR STEEL. FENCING 4 MAINTENANCE PHONE: (800) 525 88?b (888) 640-42q'i PRECAST CONCRETE STAR,RAISED PLANTER/SEATWALL SEE DETAIL "2",SFET N1 614" BROOM FINISH,SEE DETAIL T SHT. 9."' PHONE: (qOq) 616-2664 ® SATES;SEE DETAIL '2' SHT. 'LO-T WO (6RgUP 6RILU INSTALL PER MANUFACTURER ® 12N-18" RUGSED BOULDERS ® COLOR: GI2 COLONIAL BRICK W/ACID ETCH FINISH ® BASKETBALL COURT 6" iT�H/I­C�K W/TOP GOAT COLOR, ® HISTORICAL KIOSK,SEE ARCHITECTS PLAN 51 ET A2.1 SPECIFICATIONS;5& DETAIL W SHT. 'L.G-b' MODEL: GRESTA ROJA MANUFACTURER: Ca�UIO SAL SEE DETAIL 8 SHT. 'LG-7 15 4" THICK NATURAL GREY CONCRETE PAVING A"SCORING POURED IN PLACE RUBBER SURFACIN S AT F0661NS AREA YV 41 SPORTS LI&MN6,REFER TO ELECTRICAL PLANS SCE: SOUTHWEST BOULDER 4 STONE PHONE: (" 157-6240 PATTERN A5 5HOM WITH LIGHT BROOM FINISH SEE DETAIL 'I'SHT. "LG-b' 21 CAST IN PLACE RETAINING WALL,AT CONCESSION ® 1 1 ❑ MODEL: 210-X I 0 TENNIS COURT At b' POST TENSION/COLORED, DETAIL 'b' SifT. 'LC,-'t' TO EN61NEM5 PLAN FOR STRUCTURAL INFORMATION, E BASE ,51� DETAIL W $ 10 SHT. 9.G-'i ® N MANUFACTURER: IRON MOUNTAIN FORGE ® O eN6 'TOP Y�iORLD' COURTYARD SHADE GANOPIE RY SIGN; SEE DETAIL 19' 5HT. LC-b' 14 BLEA +M INSTALL PER MANUFACTURER 6' TUBULAR STEEL FENCING AT RETAINING WALL ® PARKING LOT,SEE CIVIL EN61NEER'S PLANS TYPE: D05 R105 GOBBLE PHONE- R(800) 8- -88280R � ESA" INSTALL PER MANUFACTURER SPEGIFIGAT10N5: © SAND VOLLEYBALL COURT, SPECILIFIC TIONS: S-ROW X 2!' LANE WITH ® SEE DETAIL '10' SHT. 'LG-8' el L16HTIN6,REFER TO ELECTRICAL PLANS SOURCE: SOUTiiNEST BOULDER t STONE BIKE RACK, INSTALL PER MANUFACTURER MODEL: 18' x 18' (NTERGOt�lNEGTING, W/TWO TONE BLUE FABRIC ® BAMODEL: 1280-1155D MOUNT) SEE DETAIL '2 4 5 SHT. I " MODELINK GUARDRAIL ❑ OR APPROVED EQUAL. PHONE: (`T60) 542-022 g SPCEGIFIGATION5: COLOR: GALVANIZED FINISH CONCRETE TABLES(� SEATS OR 4 SLATS PER PLAN), INSTALL PER MANJF. MANUFACTURER: PA ATHLETIC, OR O EQUAL ® CONCRETE STEPS. NO HANDRAIL AT STEPS AT STAGE AREA N ❑ SUPPLIER: DAVE SANS ASSOCIATES, INC. SEE DETAIL '7' SHT. 'LG�i' 4 DEPTH OF INPIEL.D MIX AT PITCHER 4 THICK COLORED CONCRETE, INSTALL PER MODEL: 2118-04P-G (T6IGRAL?098 SEMI-610S5*44/72410) MANUFACTURER: PA ATHLETIC OR APPROVED EQUAL MODEL: QWEL42T At CAST STARS 4 STRIPES ON 5EATBASES PHONE: (800) bba-2588 WARM UP AREA,SEE DETAIL '6' SHT. V--b' ® MANUFAC U�S�IFICATIONS. SEE DETAIL 'i' SHT. 'L•C.-6' 6TURL IA CASCADE OR APPROVED EQUt , SFIADE T ES AD EQUAL P}iO : (800) 68 -5168 W/ACID ETCH FINISH CONCRETE PICNIC TABLE, SEE DETAIL 7 SHT. LLC-a' FOR LA` MANUFACTURER: SGOFIELD OR EQUAL PHONE: (800) 547-1a40 PORTABLE SKATE PARK EQUIPMENT; INSTALL COLOR: COLONIAL BRICK COLOR 15 PLAYERS BENCH, INSTALL PER MANUFACTURER ® MODEL: QW76PT GI-T-I ® MTURE - ART PIECE BY OTHERS PHONE: TUR ': SCOF00 PH WASTE )5 41-141 R, INSTALL PER ® b THICK GREY CONCRETE W/SANDBLAST FINISH ® PER MANUFACTURER 5PEGIFIGAT70N5, MANUFACTURER: QUIC+k.GRETE OR APPROVED EQUAL ❑ SPECIFICATIONS: SOURCE; QUICKCRETE PRODUCTS OR APPROVED EQUAL STAR LIGHTS,SEE DETAIL 5' SHT. 'LG-8' ! ELECTRICAL CONTRACTOR TO PROVIDE SAMPLE ON SITE FOR APPROVAL 51 SEE DETAIL 15HT 'LG-6 MODEL: SEE DETAIL 8 SHEET 'L.G-8 PHONE: (") *01-6240 MODEL: Ilia-15 (15 PERMANENT ALUM. W/O BACK;POWDER GOAT) Pi•IONE, (4091) -01•6240 ❑ MANUFACTURER SPECIFICATIONS: MANUFACTURER: SKATEWAVE OR� EQUAL P O 87 bIG5 OR APPROVED EQUAL ® ENk51NEER5 PLANS ® NfODc .: STAND-UP UNIT WITH MAIN ENTRY PAVIN6;SE DETAIL WSW. LL-8 W VINYL COATED GHAINLINK FENCE, : 24 HIGH CONCRETE SEAT WALL, PHONE (BIS) '195-5858 ® SEE DETAIL 'I' 5HT. 7.G-'1' FOGGING AREA CATCH BASIN INSTALL PER MANUFACTURERS ACT�URER: 00661E BASS E DISPENSERS, SEE DETAIL II 5HT. 'LG-6 6 CONCRETE BENCH At CENTER ARM REST _ .. _ __..- ® SPECIFICATIONS: SEE DETAIL W 5HT. 'LG-8' PPFI : (760)E 5E5 OR APPROVED EQUAL ® 12" NISH ONCRETE 6RIND WALL ® 'MSOTDEL, QIAV`t8B �TF.IDFiSTTiRS 4 STRIPES �.; . m..: L I _...._ 51 DTAIL 15HT. 'LG-7 _ BENCH TO 8E NATURAL CONCRETE WITH r ,. _ _ ., - ,� . �., ..s •. ACID ETCH FINISH x, , r _,,... �..,. e w _ r N. - W, _ � :_ �.-_ � � � �s,�_.. � _•, _ . � '.r OR APPROVED EQUAL tIi h� w _ .., _ .. . . _ s, , E ,, s�,.' AGTURER: QUi� t x, ri. , .,r. . ,...,.:..,. .ro,,. y -, �: ate,.-: ., ~s".�: `" '+-->. ., _;•.�% a., :ta, ,-.,,; r ,>s ,�` r..i:: - � � = I I C i I. I 0*p STA ."AM BLASTED INS CONCRETE ------ ...- ® 51E DETAIL "I' SHT. 'LG-8 • • . . . . i 1 d _..•. St'E DETAIL 10 5HT Y.G-6 . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '* BA5>�ALL BAUC5 OP • 8 71 HOODED E3 VENT PLANKS NiODEl: 1255-03 YV/ ) .11 ,> ' IC, APPROVED EQUAL AaGTUREi2: PW ATHI.ET OR .q I;?:A: ,..,, MANJF • . 7 PHONE• 800 68 -a5768 91 ( ) 10• • RAMP A,GGE55 SEE DETA L 5HT 'LG-6 . Ia . 6. . ; . . 15 . . . __ �_._... _.. _ _.._,_,.., _ _._. __ _ ; _. __.-_.-_,...._, „Y�.._.._. rm.__ DRAINAGE BASINS: SEE E NSiNEERS PLAN`y y t. ❑ '_ i• 4 " �I .--.. ... ,.--._ ,,.,..,,_,,..,._,_.-,..,.,..-,_,-._-.—_..-- ,..... ...__._....,._.,... .,__,., .,--,.,,--.,..,__:..,,,,,,,,,,,,,,,_,,._._.... .... . 15 .�_ ,. • fa ,,..,,.. w - _______ _.__._,,,,.,.._._M_...,. _� _ _� __,_ __,_. _ ___ MODEL: Q25E65B GI,T7 WITH SAND BLAPiTiSfl STARS r _ __�.__,. _..._.__.,. . , _ _.... _,_,__... _»___._ ,» _ _ ._. . 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I . . . . . . . � i "I"." I '-11 - 11 I z i �i .. . . .. . . . I . . . " . . . : . . I .. � : zV : : : : : : . . . . . . . . . . . . . . . "I i� I ." I " 11 ,I . . 11:11, . . \ \ 1, 11 � ,,-,,, 'i, �" 7 k � . . - . -�'-' . .. . -, . .. .. . . � I � . . . . I . . . . . . . . � � . . . , g 4- THIM NATURAL OREY CONCRETE PAVINS V41TH SCORINS . .A � ' "� � I I � � i . � I . . . . . - - . I 'le .'.. . \I . . . . . . ' , '- " ' � � . . . . . "'� - ,,-"' ' *. * \ e , , .' i � I - \ - "- �' " I, - z . � I . . . - � " ­ ,,, � t \ , '� 'k \' ' , .. - ... :.- . . . . 1. \ � � . . . P. �- � , � . . . , ' . . ... "_ .... . �4 T L"m 5-111�1" * . . . . . . . . , , - i , -/ / . . . . f DETAIL TSH - " - , � -) \ I / . - . , - � � . . . . . . . . i ' . � " -, I . . . . . . . . I . . . . . PATTERN AS SHOPIN NTH LI&HT BROOM FINISH SEE t: . : ' : . : - IRS - * - * - * - , - , . . . . I 11, I , , , vi � I � . * . 1. . . \ \ V �' � '. " '�-"'�' � % . I i . * . . . I c; m"'- 1 , k I � " 1, `� ; : I . .. I \' 1 $ . . * � . . . . . . . . . . " � __," ,',."Ir., � I � K . I . . . I . .. ' - . . . ... . . . . . . ' \ L 'lkzll' . . . . . . . . . . : : . . . . . . . . . . . . 11 11 I � , . 11 � . I . . . . . . .*. . . , - - - . t . . : . : . : . I I � � , f � � .. . . . . .� . � � ' '--" ; , � * .. . . . . -AC,TURER . . . . . . . . . . . . . . . . . . . � " '� ' ", �' I',,,- , -, I � "- ',' �" \'� \11 S, I . I - .. 61 *.- /- .. . . . . . . \ - - � R14 5LEAC+IER, INSTALL PER MANUF . . . . . . . . . . ' . . . : : : : : : : . . . . . . . . � '� "'.".� 1�"'�' , �- " , ,!, '�' '� '-1 1, ? � . , � - .I - . . - I .. - : ' . . . .. . : I .. �\ . . . . - . - . ... - , g I SPECIFIC,ATIONS: .. . . . . . . . � ) , � I / 61 . . . . . : / . . . . . . . I.. . . 1, �i -- . . . . . . . . . � , I i I I f I p . . . . . . . . I :' . . . \ \ I . . . ' � I MODEL: *1175-21 5-ROIAI X 21' LONS Y41TH . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : . I -, \" "-'lkl�--"" ,,, \ \ I I I � , . I .. . . , . . .. . . . . .. . . .. . . ..'. .. ... ' . ... . . . I . . \ 1-11- . . 4 � .. . . .. . !� I . . . . . . . . . . . . . . ' --) -, .�' �", � " � \ ,,, \ \ �' � Kx r . .. . . . .: . . \ : CAAINLINK OUARDRAIL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �'� , / i . . . . . . . . . . . . . *** ' ' . . . .* . � " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : i I . : . . .. . .. . . . . '.: . . . . . . . . . . . . . . . . �- � � � 1 1 \ \ i �. .. I * . . * . . .1 . . , - ; / 11 . . ..: , . . .. .. I \ MANUFACTURER: PA ATHLETIC OR APPROVED EQUAL � . �l '_ " / ; � � . . . . . . . . . . . : al . iI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '�"',- ", "i � ,- I i . . . ..: -- * :* * - . : - . - \ . . . . . . . . . . . . . . . I � r - ' . . .. . . . . 1. . *; . . . ' ' . � SUPPLIER; DAVE BANO A55061ATES, INC,. . It - : . : . : . . . . . . . . . . . . . . 11 , � I . . . \ . . . . . . . . . . . . . . . . . . / '. .*** . . . . . . i . . . . . . . . . . . . . . . . . . . 11� .. . � . . :.- t . . / . . .. .. . . . ./ . \ : - . - . ­ \ I . I � . . . '� k x � I . . . . * * ' * - ' . . . . . . . I � PHONE: (600) 664-2505 * ' . . . . . . . . . . . . . . . . . . . . . . . . \ \ \ \ \ k� 11 k i . 11 I . /11 . . : . I k . . . . . . . . . . . . . � � I \ \ \ \' \ / i / I / / . . . . .... '\- - *- , , , : * I \ i . . . . . . , 6 k/ \ -, ' ' I. * * : - . . ' * * * * . . . " . . .. ... . .. . . . . .. . . . I . 7 . . . . . .. i I . . . . . . . . i * * ' . V. , , . -- - � . ' ' . . . . I 11 . . � . : ' . . . . . . . . . . . . . . . . I 1, , 1� \ ; - - I . . .. . . ' ' i . . . . . . . : -�: : : : . . . , \ \ �" � � . / . .. I - . . . 0. . . .. .... . . . * . * . ' . ' . * . . - � I � i \ / � �" . . . . . : : : : : -�- : � : : . � \ \ � � . I . . . . - - EE PLAYERS BENCH, INSTALL PER MIANUFACTIP21k "ll . . � . . - N . . . � OPWIFIC.ATIONS: . . . . . . , 11 � * . , / , .* .. .. . . . .. . -/ . . . ... . - . . . " . . YOM: 1114-15 (15' PERMANENT ALLH.WO lBAC,K-POMPER COAT) . . . . . . . . . . . . . . . � . __.:� I . . . \ ,.\\ : . � . . . . . . . . . . . . . . � - . I . : ./ . . . 1. . . . . . . . . 11 � . \ , � — I .. . f . .. . .. . I . . . . . . . . . . . . I i �� . . '�Z . . . . . : : : : : : : : : , - * - * - * -. , .. * - �' I -� \ -me , . \ . . . .: . . . . I .0 . . . \ \ \ . . . . . mANuFA.c,TLRm: PA ATHITice OF.APPRovw kiiu 11-l!"'. . . . I \ \ � � x " -, \ , / I I . . . I . . I . . . . . . . . . . . . \ 11 � \ � � r � I i . : . . . . if . . . . . : . . .. . . . � . . .... .. ; PHONE: (&)O) 667-5166 . . . . . . . . . . . . . . . . . . . . . . . . . . I N' . . . . . I � �' 0: . : . : . : . . . . . . . . . . . . . . . . . . . . \ , 'k \' , !� . I . ... . ' :4 . I . . \ .. 1. . .. i : ...",-11 . . . . I . . ll'�� . . . . . . . . . I . . . 1, 16 scom ll�� *- - - . . . . . . . . . . . 1, 11 �' " " " 11 I : . .. . .. ... ... ... . . . , . : : , - . . / "'\\. . * - *- .. - * - I . : . . . . . . . . . ,,, , \ \ '� N' � � "�� '�' \ \ \ \ /--*4"1------.--------I-,- � I . . * " k-�J � I 1.- \ A \ \ . \ . : KEEPM BOOTH,SEE DETAIL TSHT. NL&40 . . - '. 11 , " ` � . . - . . . . . --/ lk* .: .. .'. - -.- I � � . . �'L". ' 11 ��' � . , \ \ \ \ I 11 . f, . 1 . i , I'll . . . . : i : ,. : : : � : - .. - - - - - - \ \ \ \1 � � �' i . .. I . . . . ... "I , � � i .. . . . . .. ..'. - . I � 11 ��' . . . . . . . i � 1, '� " \ , - i . . . . . I I " � i � . . . . . . . , ". . . . . . . . . . . I � \ I I 11 �'I ,'� ! . . . . . 1 4' DEPTH BIR10CDUST, INSTALL PER MANLIFACTMER , . . . . : I I \ \ \ , \ . ' I . .,.r\. - . I. : : .. . . . .. . . . . . . . . . . . . . . ' " * * I / i SPEr.IFIC,ATIONS: .'. . . . . . . . . . : - : - . . . : \11 '%' ". ,' " � �� 1� I\ \ 1, % 1 ' I I . .1.' 1. . . .. .. - - - I . . . . . . I ". " � \ \ \ I - . - . - . . I .. . . . . \ \ ' 'I I \ 1, % . . .. . . . . / : * . .. \ r � VIOVEL, STABILIZER F%0-601D OR APPROVED MAL I . . . . +- : - : - : - . - . - ' - ' - * - - 11 \ I 1 '�114 " % \ 1� �' / '. .. . . . . . . . . .' . . . . . . . . . . '�lj ! r- . . . . . . . . I : : : : : : : : : : . . . . . ' N, '-� %� ' \ "", �' � , :' I "�' . . :. . . .. .. .. 7 1 . . . . . . I �. " I � . I 11 --, ,I I . . . . . I . . " .. - "I" . . I -. � 1, 1. , " " 11 -1 ! -1 . . I MANUFAC-TURER: SAIL MATERIALS - I � ' ' ' I * . . . . . . . . . . I � . � - � � \ \ . "�" . . . , I I : . : . : . : . : : I I � I - . . . . . ... -/ \ �"" . 11 . . . . . . . . . . . %, , ; 1z �' � I , . . . . . . . . . - I I , �� I . I I -lOqS k�; '�'�,I - * -1 . . . . . . . . . � , 1, 1,1 I -'r 11 \ -\ 11 I � � ,,, I . . .. . . . . .. . . . . . j , .. .. . .. . ' . . .. . . PHONE: (451) 2101 ,�'--li;: : : : : . . . . . . . . . . . . . . . . . . . . . �' \ � � \ '�' '� +" \ ,l 1, � ­11, I . . . .. . . .. . \ .. . . . . .. 0 . .. '�" I i-, �? . . . . . \ . . . . . I j� I I \ � 11 , , , I -l/ \ - - *1 * * . .. . . . .. . . . . . . -- <� , I A 1, �.,. . . . +. ' . * . * . I - . . . . . . . . . . . " ; . . . :.' ", " � " '� '� \ -� , " \ �' " ' 1, .. . . . . . I �11 �1, . . . I , "�'. . . . . . . . , � \ i . . I : ri-al 42-m6H nei-AR sTEm sAprry mmE, INSTAaW IN �,�' : : : : : : : : : : . . . . . . . . . �' \ �� -�' , ". k, \ , " " \1 �.' I � "'-' .. - - - - : . . . . . . * ' ' ' * * ' :. -�"� I � . . . . . . . . . . . . . 1, ' '� I I \ " 11 1, -,"""", " - .. . 1. : . . . - - - RETAININ& KALL,SEE DETAIL 'IO' SHT. LC-8' Z:y : - ' - * - * - . I . . . . . . . . , , � 1� � - %� , -a "" I . * . . . --.� I . . . . . . . . . 1, , , � -'.' . 11 . . . . . . . . . . . . . . . . . . \ �.' " ll- � I \' " "L \ I " � � . . . I - : . , . I . *: ,- --l" � I '--', '­ . . . . . . . . . . . . . "I ", I ��11 \ \ t�l , -" I � """," � \ � I,----- \ . . . . . . . . .\. - - . - . / . . . / \ I I I �- . . . . . . . . \ ." * � ---- . -' '- i -"'-'�""' . . . . . . . . : .. . ... . . . . . .: I ..- .. , . I I I "', t �-� *: . : . : . . . . . . - . . . - , - I \ \ I � -,', I . . ... . . . :. i REFE 11 11-r . . . . . . \ I % , , " � 11, i"" i / -, . . . . . . '­1 I � . . . � . . . � . . . . I , , " , /� I � . . I ;""" . . . \ \ , . I -----'� N i .. . "-' I TYPE- C47ZSTA RO.JA BOULDER5 : : : : : : : . : - * - * - * - ' \ , \ lbl� / /", , \" \ � ... - ' . . . . . . : * , . . . . . \ \ \ \ , , '�' %\"r, .-\ * . . . I . . "I / ,.( --l- � . : ' . . ,"I'l . . . . . . . . . . . 11 I \ \ '� \ 1� \ '/ �/ 1 ", '.\ "\�' . .. .. - - . . . . - I . �' %I- - 4 �� . . . . . . . . . I . . . I - . I . . . . . . . . \' � \ \ " \ � . . . . \ ' \ � , . """, . \ �' . . . , - �' . \ i . . . . . I . . . .. . . . .. - . . . . . . . . , \ , , I / � .. . .. . . .. . . . . . . * : 'r 7 . . . . . SOURCE: SOUTHPEST BOULDER 4 STONE � `�4 \ / s - -11 \ � I . . . . . . \ % I \ \ \' \ I/ , ,,,\4 ... � .'. ; . . . ... .. . . . . . I . . . .. -4-- ) � . . -'-1" I i — 'I,-1 . . . �� � I . . . . . . . . +*. - * - ' - ' - * - * * * I I., I \ \ \ \ \ / / \ \ \ � .. . . � OR APPROVED EMAL. PHONE: ('760) 542-W22 ' � , .' .. : � SEE DETAIL 13' SHT. V-,-4 I ' ' * * . Is 1, \ \ \ " \ � \' / / \' 11, 1, / -, - . . . . .. \<V :. . . .. . A . . . . . . . . . 1� ; . . . . I ' . * 11 1. \ \ " / --- , f" � / ' * . . . . . /-) I . . . . . '� - � /t' " \ \ ' . ' . . . "/, \ I � '1� . \ j : � : j : I % \ \ \ \ \ , \ .. . ' * . . . , i : . 11 11 . . . . . . . 1, " �' \ " \ '\ ,,, " / \\ '�\ -.-, . . .. . . : . I i . , , \ I c' , , \- \\ \ N /" -" / /,.' / �� . . . :. ,* , . .. .. I \ I � . . . . � I K I �� " .. : g HISTORIOAL KIOK SEE APZHITWTS PLAN SFEET A2.1 - . . . . \ : : : : : : : , \ I I I \ '� " \ '�\' 1� �� , .'.,'�, . . . . . . . . ... . 11-- . . . \ \ 1, 1), � "ll \ I- ,4 , I I � .. . .. . .. . 1". I � I I I.���'�'. * . ' . * . * * * * k �'- \ \ � . I �� / ,' 11 �� � � �: I . . . ' ' * . ;'.' r y . I . . I " 1, ,\ � , - �. 'L " �� I , i ';-,.,, . . . I �'" . \ �' I ' . . , " I I . , ' � � ��"� . . . . . . . ' I -� I �' � I � " ' � " . , .. . * i "- " I 1, r, ' '' "" j , � OREFER TO EN&I 'S PLAN FOR STRZTURAL INFORMATION . . . . . . . . . . . . . . . . . . . � . I� '� \' "� � 11, I �I" ;' "L, I !, '. " " * . . . ��-' . . . . . . , '. I- , "'�' -- '�' . . : : -�x \ i �','- . . . . \ I , 1. � � '-' . . , I , .... . . . . .. . .. .. ! R21 CAST IN PLACE RETAININS KALL,AT CONCESSION �'-. . . . . . . . *. . : . . . . . . . ,', % L %, , , , , , . � ' I �' 1 � . . . , / , . i . . , I � I I I " , � I / ."'* . I . . . . � i . . . . . . . . . . . , I I I % 1�111' r'. �.I , �' �' " % _ I . . . . . , . - . � I I 1, " �� , I , - , . I i . . . . . . . . . . . . . � \ � " , 11 " �'� 11, , -1, ,� I '�" 1� �' �" " I � i . . I 1 . . . . . . . . : - : - : - : - : - : "�" -�' \ I ,' ", �' 11 11 \ `1% ", - ''1- r ,I, I". -1�1 I -1 , '� '-� / . . :.. . .* . .. .111, i I �11 . . . . . . � , \ \ 11 1%, \ �' ..' I " ' ' " I l/ ,. a ". . 6 ... .. . 1. * . . . 1�1 . � I " . . . . �' , � p VlUBULAA STEEL FENC,INS AT RETAININ6 KALL ," : . . . . . . . � \ , I , , I , L , , , '111<'..".1-11"I'l *1 . . . "� k �1.11 . . : : : : : : : : : : : : . . '\ \ \ \ " \1 , 1, I I \ l-,-Q /' , /\ " " ��' ". � � "": . . .. . . . . .. --1 i -, . . I \ " " , I I . 1;., i � � . I . . . . . . . . . . . . . . . %, �� \ \ " 1, \ \ \\ 11 �' I �' /'/'/, 11 ""ll /I i r . \ I � L �' " � .. -'� . ,. �" , "**,--, 1-11, - I I . SEE DETAIL '10' SHT. 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L"' SEE DETAIL T SHT V--&' SPEOIFIOATIONS: "�' r f, _�� r�," - -.'�x-,�' - , " . , , , I , , -7f, I � , , I I " I "r -"' FV4 � �' e 11 , -3, ,�, , I I , .,?-� ' -, -,' � L , ,'� ,, j ,. I ; R PICNIC %IELTER, INSTALL PER MANUFA(,-MAMR SPWIFIOATI MOM: 210-X g PLAY AREA AC<Z55 RAW ", lllll..�........"'� -"' - --- M-1- �' rl---P�llwl 1 1911i"I'l E t�'- - 1- � L. CIZI. - , :1 , m , � , � , � , � , � , � , � I. �" i� I . � , -I' , -1 X- L , , , , , .l , � � i - , Elvel, ilm --lk my : MODEL: POL16ON 00T 26 P41TH (SIP) ROOF DECK MANUFA4TURM: IRON MOUNTAIN FOR*E p VVINYL COATED C44AINLINK PENCE, SEE DETAIL 'IO' SHT. V.,4' ...I". IF '� I I " I C#OLDR: DESERT SAND 1w, I - F- - , . ! SOURCE: SOVrHYV:ST BOULDER 4 STONE OR APPROVED EQUAL � NTH PJTC44 SEAM PANEL METAL ROOF SLMIER-. LITTLE TIKES OR APPROVED EQUAL SEE MAIL 'll'SHT. V--6' Eg BASEBALL 1BAC,KSTOP PHONE: ('760) 542--W22 1 1 COLOR: REPHOOD 40'l ROOF 13Y ATAS INTERNATIONAL PHONE: (600) 525-W26 R 12- 1416H COWARM 6RIND KALL MOVEL, 1255-05 (PEIRMANENT HOODED VV 5 FLANKS) R AC4ENT PANANS AT 960ONDARY ENTRIES, I I COLOR: SURREY EE16E FRAME COLOR (POMPER COATED) I . 1-1.--11--l"I'l--- - ��. -1 ­ ' I -,�'—- �I- - - 4 11 - I ��- I - - y '-- . 11..� 0'4 1 � g DIKE RACX, INSTALL PER M[ANUFAC,lURER MANUFACTURER-. FA ATHLETIC OR APPROVED EQUAL 11 -` -1 . - - - !�-1!10-�!!!I-�!!� , , � ---l-1-11�� -1,-- - -��-'��- ��!-"' I I I��-�` , I SO DETAIL *' SHT. V�-b' - 11 1, �-��-- !-"-!n4�, i � ...--- �!! � � - I --�- a, m�,'� .11-1------- .i 1 . � � I MANUFAC,TURER: POLICYON (800-554-'M21) OR APPROVED EQUAL SPECIFICATIONS: SEE DETAIL TSHT. LC-l' PHONEs OW) 66'7-5766 � I . . I , -* � I, I MANUFACTIARER: IROOFIN& BY ATAS INTERNATIONAL 600-460-1441 ig HSTINS SYSTEM PIROF IN ENCLOSED C-ASE - 04 . C ,i,'A'ii . - �--......l-----1 4-11-111111-111- -- 11 i -"-, - ; 11-40DEL: 21lb-04-F-C, g PLAY AREA %IADE CANOPIES, INSTALL PER g RAMP AC,CW,SEE DETAIL -io- sHT. Low MANUFAC-TURM MICRO CoOOL OR APPROVED EMAL .... — — ,� I r-,-"---�- --- *,-"-"'-,----'- -----'� --1 ­ . � -E AT 006 PARK AREA MANUFACTURER: COLUMBIA C,ASC,AVE OR APPROVED EQUAL �' - --� mm r-- - [!�� ! B 61 H&H TUBULAR STEEL FENC MANUFACIURIER SIPWIFICoATIONS: PHONE: (500) 556-4166 I I&ATION Ll-�5 SEE DETAIL 'VSHT. V,4' COLOR: 6ALVANIZEP L_ Doll ; MODEL: 0) TRIANSLE SAIL STRUCTURMS, AND (1) RECTANSLE ff� AD0111ONAL SAA CUT SCORE JOINTS IN �' I--, . : g STRUCTURAL SOIL 0 I SRATM I 1* 0 I . ANTINS LP-5,'! F �=' I PHONE: 000) 541-1440 SK4DE STRIXTURES. FRAMES, TO 13E POYCeR CoOATW SILVER CONC-RETE AT C40RNERS OF TREE VIELLS. /IRR16ATION. LI-I 11-11 lu i NSTRLkl,"TION LC-51 0 1 i g V14161-1 TUBULAR STEEL IFEW-ANS 4 MAINTEl~E I / --:- I . =1 . 'll C06 VIASTE VISPENSM INSTALL PER SEE DETAIL 4' SHT. V---b' FOR COLORS SEE DETAIL W,%IT 'LP-6-' -LP-1 , :111� I -5 '- I-- ,� -1 ' I OATES;WE MTAI L 7 S+fr. PL.C- f FA PRAINA&E BASINS. SEE ENSINEERS PLAN -6 PLANT1146, I I 11 r STAKINS LS I i I El MANUFACTURER erscir-icATioNs: MANUFACTURER: SHAVE STRUCTURES OR APPROVED ECIUAL Ej STIRIPINS PER ENSINEER'S FILAN 'I, C4wTRUc,TJQN-L'c'-l"" , / I -- .. 1. - 54-D L----j L------ R � I " _I-- :Z�F- � -I \, , � , ,- srrq� - fil- IMODEL.- OUTDOOR STAND-UP UNIT MTH PHONE: C4NTACT KAY PHELPS ('160)56"204 t�� BACXLESS BIENC,H I STAKINS, L;5 41 �x I, I �Hs � T I 0 1 i . 14: R SPORTS LI&MNS,Rl!FER TO ELECTRIOAL PLANS ,�- I *I I I - � � I TRASH RrZEPTAC,LE MOVELi 02915655 CA,rl MTH SAW IBLASTED STAIRS, g VRAINA6E STPJZTURE - SEE EN&INEERS IFLAN I" �'\' " 11 - \ . A k i , I I --J,- i , 'V x � MIARFACTURZR: P0661E BASS 4 DISPENSERS, g &' HI&H CA4AINLINK PENC,E, , I - !� I AID STRIPES ON SEAT TOP . 11 'Ill, I �,I : R 4--b- COBIBLE IPAIUL BLATT ENTERPRISES OR APPROVED MAL SEE VETAdL 'll' SHT. VOW E TY40 5' MVE MLAR STEEL SAM OATES , 1, 'Nk I'll" , ,- i!I : - -- MANUFAOTURIER: ClUICACCARETE OR APPROVED MAL I ' , ' t '! PHONE: ('760) 546-2606 FOR MAINTENANCE AiCICZW "I-,,- �'x '6 1 11 � TYPE: COS RJOS COBBLE I PHONE: (4091) '01-6240 , 11 I " . � . *EST 0, = 6' HISH CMAINLINK PENCE, 6 '/ , I I . SOURCE: SOVTH0 BOULDER 4 STOW I / " ,Ilk, I 1, � ! OR APPROVED EQUAL. PHOM: (760) 542-W= 9 WE MTAIL '11' WT. %.C,4 R SHIP PLAY STRUCTURE 0 F-066IN& ANEA, p CMAIN LINK TENNIS COURT&ATIES. SiHOF ORMN&S I " \lk-, 1. :4-- , , I k INSTALL PER MANUFACTURER SPEC,lFiC-ATION5 l* ' � -.- - - �" 11 . - I -11-11 I .11 - I ION . M-46 POLE, INSTALL PER MANUFACTURER g 12' MDE NATURAL 61REY C4%VtM BANDINO TO 13E PROVIDED FOR APPROVAL PRIOR TO 0"TPLICTION �f'��"".�"""�6' -- - , -, KEY MAP ,_ - 1 �-� 1�111�111 jo' - .1 --+-- - 6 40 THICK C4LOREV CONCPZTE, INSTALL PER �"' " �'�t'� -�""K��kj I �',w" I ' , I� - I I Sw. L"I R spec,-AcATioNs: WE DETAIL 7SHT- L"' MANUFAOTURER: LITTLE TIKE5 OR APPROVED EQUAL 4 '6�;"6�"��'� �' llt� I Ef---- , ---- � [9 mANuFAc,nwzR spEcir-iZATioNs. SEE DETAIL 'I SUPPLIER: PACAFIC, VESI&N E 4" CoONCARETE MTH PLEXPAVE SURPACANS TO MATCA IBASKETBALL I M, � " I N.T.S. r W - . I... � C,OLXM QUARRY RED MODEL: W25 95 IOV CaC, (SHOE BASE 4 PRECAST C41NORETE STAR,RAISED PLANTEW SEATINALL F`I-IONE: (626) 4114-5.02 COURT SAND COLORED SURFACINS. SEE MTAIL 'b' %EET L-1 ��'��"O"-""- � �.11llzw ,,'1111"N - - I Ilk,I I I I . '4! - ", M. '' -- -- " "I', - �'- �"'�"',- ��10\ \--1 ,OFIELD OR APPROVED EQUAL CA.EAT COVER BOX);Pft (4',,*' FLA&) C4LOR: C,12 COLONIAL BRICK YV ACAV ETCH FINISH V! - 3-F 1 MAX)FAC,TURM: SC 9 FOR 506KETBALL SURFAC,INO MTAJL "'%\L'k""'�"'�� �"' tllll�\'- -, I I;., '-��""�' I � \ � , I.v ,'-�-�'z ", �o I , m , IIRRI&A '��'� 1-4 --� _ ", ' "', 11 I 'I *'�- I - ,\'w ',,*, --"�'�\ 14, �� �.���:��'�' - 4- -- "" ,�\ � , x PHONE: (52-3) 720-5000 MANUFACTURER: LA STEELORAFT OR APPROVED MAL MANUFAC,TUFRER: GlUICACLRETE OR APPRZVED EQUAL fj� DECORATIVE ROCr,REFER TO 1PLANTINS PLAN SHEET5 � ,,'-".�.� �'' ,_ CONTRA4TOR TO PROVIDE SAMPLE ON SITE FOR APPROVAL PHONE. (616) "Mb-1401 F44ONE, (" '07-6240 �'' *, ,,,,-��'��- I '�\�' - 1-11-�"N�""�-,- -'� ;I. � .""' -ks . , � - I ":""'�'W'�"4"'��""'��'�"-l�l, - , �- ' ��-4'� � , �L'" � �A�'�-t";:� - I.. -- 111. ' - , -"%'K'-, . tg IO' MM (TY40 V &ATES) TUBULAR STEEL MAINTENANCE I g INSTALL ORASSPAV� 0 FIRE AoCC,EW LANE AVAILABLE FROM MA� , - t � ,N.""' PLANT I -.11AW"ll\:l� 0"4�"�.'I �. I - SPEC CIA . - " ",'\ ,,s" N U '�"'p'� �' , RELA11ONS ('760) 456-4252 INSTALL PER MANUFACTURER IN '� ; '� ��---n% C40NS i R MAIN ENTRf PAVINS,WE DETAILVSHT. L64 g MMY 516K SEE MTAJL `5' &4T. V,4' "",��' \ � ll' '� ;' , ,.� ,�'\�"� ,� " . / , 0, �A , , :,.- i g 66 COICVETE MIOA CAM, SEE DETAIL ACACZSS SATES AT 006 PARK,SEE DETAIL *' SHT L" ,�v mw�'�' �,'W'�'� � , V, �- �\ 1-5-4 AT PO& PARIC4 SEE DETAIL IV SHT. V--W \",:'��" k-\ ' ' �k��'N-"�-­­L =) � �,.'. q , " nj�' ��\�' ' ' I Ell� . .�.\'\ \"'"Z ��%\N I - '4' 9 H T. V--6' , \- "\",-, "\ .- - ' ,"_ a Ql"41 1 "Z" '1'1�.' i ,'g -�\�l 10"I'\ -wm �"A �\�"' g"T, . -6, - I Q , I I N . I J§ FOS&INS AREA C,ATW BASIN, INSTALL PER MANUFAC.TUIeRS p BAT RAC,K ONSROUND MOUNT) ADD ALTERNATE il, lll��"" wil .-- " -N'\'��,�-" IM-1 I �- i SPECIFIOATIONS: SEE DETAIL '4' SHT. LC-b' E DRINKINS FOUNTAIN, INSTALL PER MOM, 1260-15 f:R TRASH ENC4DOURE,SEE DETAIL T,SHEET V,-41' g,""��--',�"' ", ,., 0 . 'M - " ,,,n -pmgg�"" "--"' . KE, - _g-� , ,"' '� � � N I =R SHAVE CANOPIES, INSTALL PER N "'_ \ 11- --, - - ' . � ' ...'�' . to~ACTURER SFWIFIC,ATIONS: BLEAC+L , '�"��'S"g ---- 'lXl\\N.1 --l-,wl .- I �"� \'�' � 1\1 11" "I -, ,,, ,I ��""'- , \3N 1 ,," 'Xll�'��"��". ' : -1- t, I COLOR: &ALVANIZED FINISH g ms-nNS SYSTEM AT LAPtSE PICNIC, SHELTERS 0 N� ,", " % � �"\�L I'll 11-111 ' I MOVEL: 5500095 MANUFACTURER SPWIFIC,ATIONS. � �� , "I , 1- � *-,-l- '%,""-' '." �. ",- ':'�::'� . �� i��t �'- :.", --,�' � 1 P4 PON TREE ORATE, INSTALL PER MANUFACTURER 2% Sill!EL MANUFACTURER: PIN ATHLETIC OR AlPPROVEP EQUAL MOM: 26' LONS X 16' XIO' 4 IS' N. UPRI6HT5 ,, '�"";""' ,� �. 11 1. lfl� I . - I COLOR: BLASTED STAINLJ- TO BE LOCATED UNDERNEATH ROOFTINS SYSTEM I , - , � � , v��*' L � :U... � I . �'� - - - m - - '4 1 1 SPECIFIOATION5: IRM- KAM PHONE, (600) 661-5168 MIODEL.- C-OMMERCIAL MISTINS SYSTEM ��'.� �"I'll.,� - -1 1-1- ,�� I MANUFACTL , TO BE TAO TONE BLUE;FRAMES TO BE POIAVER COATED ��...... � ��� '.'��_:,. " ,:,!:, , " I --� I MODEL. OLYMPIA 60" x dib" FABRIC - 01.1 I 11 -1- � ---- -- 'a"""� -1 I TIN- I '7'32"?".'� ' i PHONE: (ftb) 640-42ql p PORTABLE SKATE PARK EOUIPMENT; INSTALL MANUFACTURERi MICAROCOOL OR APPROVED EQUAL MTH T16M DRYLAC, PAINT(TSIORAL710W SEMI-OLOSS W/124'70) �--I //%V-----Wm,A� .,I I p AYk"mlw"��11" =pjlRWA : FINISH: ALUMINUM ORATM MT14 SANPBLA51W MATTE FINISH 11.0 W=b�==I=Camebeft V41M Wdw i WW 7. Oki" 1. ! PER M[ANlUFAC,TURI!R 5PECIFIC,ATIONS: PHONE. (760) 522-1111 MANUFACTURER: SHAVE STRUCTURES OR APPROVED EGIUAL r Ammmmmmw�- a."Ib 104. - - am 4* iiiiiiii. fwpdft effbd"= i MANUFACTURER: IRON WTH OR APPROVED EMAL -'�- �'I WA " I i N lim wo No liw I i i g 12--lb- RUSSED BOULVER5 MODELs SEE DETAIL 'O' SHEET `1-6-6' PHONE.- CONTACT KAY PHELPS, (760) 560-6204 i PHONE: (600) 53&-4166 IRON TREE &RATE; INSTALL PER MANUFACTURER ��' I 0"-:-yamzr=-8-Aw.-d of 06& a=by CM doff i WIDDEL: C4RMTA ROJA MANUPACTUII'MR: SKATEIAIAVE OR APPROVED EQUAL FRI SPWlr-IC,ATIONS-. 11 I., / / � dm sommub Epp ID mono*wo am� - - --* , . i pq DISABLED PARKIN& SI&N, SOURC,E: SOVn*VST BOULDER 4 STOW -022 PHONEt (816) 195-sm MOM: OLYWIA 60" x 016" V41TH 55 112' RADIUS @ DUSOUT Y.oANTILEVER TYPE SHAVE CoANOIPY I-::"..' . I !",m=.==rt-T�-wm am.=01 ; OR APPROVED MAL. PHONE: (760) 542 MODEL: 56' X ^Y' Xq' 14;FABRIC. TO BE TNO TONE BLUE '. wobm*ftl* 1,111 11 w I SEE ENSINEERS PLAN ,,- . � 6' C40WARM BINC44 VV CENTER ARM RES I FINISH: ALIHINUM ORATES MTH SANDELASTED MATTE FINISH , = I.-CW70-m I g INTERCIONNECT'INS 'rOP OF THE IAIORLV' C,OUIRTYARV SHAVE C,, g INSTALL PER MANUpAC,TURER Spr;e,-jr-IC.ATONs: MANUFACTURER; IRON WTH OR APPROVED MAL FRAMES TO 19E POMPER COATED KTH 116M DRYLAC, FAJNT . , � q 980 (SINSLE), INSTALL PM MANUFArCTUFM INSTALL PER MANUFACTURER SPECAFIC.ATIONS: MOVE.Li QIAV'765 IOV SAN01BLASTED STARS $ STRIFES PHONE: (800) 356-4166 T&IC,RAL*lOW SEMI-6LOSS #44n2410) - �-, SCALE: I"=20' i SPIECIFIC,ATIONS: SEE DETAIL 'IPSHT, V-,,-b' . MIOVEL. lb' x IVINTEROONNECTINO,YV.THO TONE BLUE FABRI- BENC,H TO BE NATUIRAL CONCRETE MTN MANUFAOTURER; SHADE STP44TURES OR APPROVED EQUAL �' . CkAIN MAMA~ I . MODEL- 205-X -6 6ATE AT DO& PARK, PHONE. CONTACT KAY PHELPS (760) 560-6204 , i p 96' MDE nCULAR STEEL ACZEE 10 20 40 ""In M501w i MANUFAC,TURM- IRON MO.WAJN FORSE OR APPROVED EQUAL ACID ETCA4 FINISH SM DETAIL '0' *M W-6' -1 mumim � (TWM400W 55*-&LOW*4q/72470) HAMPAC7URER- 6MC4VORM OR APPR47VW EOJ& . i ! SUPPLIER: LITTLE TIKES .. I . . I I PHONEs OW) 529-W26 MANUFA4TURER: SHADE STIRAZTURES OR APPROVED EQUAL PHONE: (" 151-6240 cvwo rq.m a 0WARAW"IM dwww"3MR617mm I . PHONE: C4ONTAC,T KAY PHELPS (760) 560--6204 � I I - -- I ; APFW.OVW By, I ; I NM BALL F&W ACOM014 AT VMT IN THE CITY OF PALM DESERT, CALIFORNIA r . PREPARED 5Y: 6/16106 C46 5 H E r: T I i J& sm OF FAW . I � i I 4W IVII06 C,C6 A 1010CAMON Of FOC/MAIRM I m I : 11 IONZINS : D GA �ERT , - CITY 04simm-Mo*oroorlmood i I I ,I DAVID EVANS LC -2 . I "r," : I - I � I - I - i 1 DIAL TOLL FREE -j PAM i ANDASSOCIATESI NC. ftzj!. NO. wNt" Mr. 6-90-M : I LANDSCA I I I V i i 1-800-422-4133 . NAME . ! 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I(( SUPPI.IERT DAME A5�.�OGIATES i EML TE INSTALL PER MANJFAGiURER b' GONG(BETE ARM REST ' ® 5PEGIFIG_ATIONS: ® INSTALL PER MANUFACTURER SPEGIFIGATONS:t L 4 4. 19 ° PHONE: (800) bba-2565 / Y, PLAYERS HETIGH, INSTALL PER MANUFACTURER MODEL: OLYMPIA 60" x a6" MODEL: GIAV 78B W/SANDBLASTED STARS i STRIPES r `F "y 3' i''` IB 5F'FGIFIGATIONS: FINISH: ALUMINUM GRATES WITH SANDBl.A5TED MATTE FINISH BENCH TO BE NATURAd.. CONCRETE WITH ID CH FINISH .` Ilia-15 (15' P� AI.AW/ •POWDER GOAT) TUBER: IRON 5MIT�1 OR APPROVED EQUAL AG ET - 1 ', , 51 i' MANUFAG MANUFACTURER: QUIGICGRETE OR APPROVED EQUAL ' lr PHONE: ( 0 8 IG5 OR AL Pi•IONE: (800) 338-4T66 PHONE: (a0a) "W"t-6240 i p 0 ,, DISABLED PARKINS 516N, I X ® STARS-SAND BLASTED IN CONCRETE I` `, k1 . ir, '' I6 5G0}riE KEEPIhkS BOOTH, S)� DETAIL 'i' S1•f1'. "LC•-8" SEE ENGIf�S PLAN . ' • ' • ' . SEE DETAIL 'T' 5HT. 'LG-8' : .P:A.: : . ' P � 15 ° I'1 BBC:2 (SINGLE.), INSTALL PER MANUFACTURER PLAY AREA�� RAMP 1. 3 q ,,•--.- 19 =1 15 ,.. 4" DEPTH BRIGKT7U�'T, INSTALL PER MANUFACTURER _ ® SEE DETAIL 10 SHf. 'LG-6 `- ❑ �' (#:. SPEGIFIGATIONS: ® SPECIFICATIONS: SIEE DETAIL II SHT. %L-6 1. i ' . I MODEL: STABILIZER PRO-6OLD OR APPROVED EMAL MODEL: 205-X BASEBALL BACKSTOP °. � k 3l : : : P.A. MANUFACTURER: 6AIL MATERIALS MANUFACTURER: IRON MOUNTAIN FORGE OR APPROVED EQUAL '11 MODEL: 1255.05 (PERMANENT HOODED YV 5 PLANKS) \\ 5 8 \ f , Ir- PHONE.E. (a51) 2Ta-lOa5 SUPPLIER: LITTLE TIKES MANUFACTURER: PA ATHLETIC, OR APPROVED EQUAL 51 a ' « PHONE: (600) 925-8826 PHONE: (800) 689-5'166 :PA.. . . . . � 18 42 HIGH TUBULAR STEEL SAFETY FENCE, INSTALLED tN RAMP ACCESS,SEE DETAIL 'ID' S1•IT. 'L.G-b' \ \t I RETAINING WALL,SEE DETAIL '10' 5HT. %z-8' H BBQ (GROUP &RILL), INSTALL PER MANUFACTURER SPECIFICATIONS;SEE DETAIL 4 SHT. V-,b i9 i la Z',9' S 4'BOULDERS;REf�R TO PLANTING PLAN SF�T5 ADDITIONAL SAW CUT.,GORE JOINTS IN -, MODEL: 210-X ® CONCRETE AT CORNIM5 OF TREE WELLS. ❑ t 1 \ ' Ij, TYPE: GRESTA ROJA BOULDERS MANUFACTURER: IRON MOUNTAIN FORGE F �•�,.,, , ; SOURCE: 5 T BOULDER STONE SUPPLIER: LITTLE TIKES OR APPROVED EQUAL ® DRAINAGE BASINS: SEE EN61tVFfR'S PLAN \., i( OR APPROVED EQUAL. PHONE: ('160) 542-W22 PHONE: (600) 525-8826 \\ \ `., : ; ". ' ` ( SEE DETAIL '9' SFfT. 'Lc.-a' : : f Ej �O BIKE IFIR GAT INSTALL PER MANUFACTURER i❑5 MODEL, 33 C,I,TI M SAND BLASTED STARS . . . . :f P:, _ ® HISTC►RIGAL KI05K,SEE ARCHITECTS PLAN SHEET A2.1 MODEL: 21'78-04-P-G AND STRIPES ON SEAT TOPS t ' 91 SPEC IONS: °� PA..'' j 21 CAST IN PLACE RETAINING WALL, AT CONCESSION MANUFACTURE : COLUMBIA GA:SGADE OR W EQUAL MANUFACTURER, QUIGICCRETE OR 1EQ11AL ❑ PHONE: (a0a) 151-6240 : .,3 (RR TO ENGINEERS PLAN FOR STRUCTURAL INFORMATION) COLOR: GALVANIZED SHIP PLAY STRUCTURE • FO6GiNk5 AREA- �•" % �. k . PHONE: (800) 54'1-1a40 L. 1. ' i �[, 6' TUBULAR STEEL FENCING AT RETAINING WALL I 4 \ t \ Y it _ _ _ ® OO6 WASTE DISPENSER, INSTALL PER ® INSTALL PER MANUFACTURER 5PEGIFIGAtIONS ;\ ` 13 {`` SEE DETAIL 10 5HT. 'LG-8 51 MANUFACTURER SPECIFICATIONS: MANUFACTURER: LITTLE TIKES OR EQUAL > ❑ ; MODEL: OUTDOOR STAND-UP UNIT WITH SUPPLIER: PACIFIC DESIGN . . . ti �- i s ® CONCRETE STEPS. NO HANDRAIL AT STEPS AT STAGE AREA TRgSF} RECEPTACLE PHONE: (626) al4.5252 :� SEE DETAIL '7 51-iT. '1..G-6 MANUFACTURER: 00661E BASS t D15P , _ © DECORATIVE ROCK;RtER TO PLANTING PLAhi SHEETS / ": t` #' ® PICNIC TABLE SEE DETAIL 5H'f. LG-a FOR LAYOUT. PAUL BLATT>rNTERPRiSES OR APPROVED EQUAL \ PHONE: (`160) 546-2808 ® WAIVE (TWO 5 GATES) TUBULAR STEEL MAINTENANCE =� -A: t `;` MODEL: GWTbPT GI-TT q ' A:CCE55 GATES AT D06 P SEE DET IL '8 5HT. '!.C-b \ ' l ti P.A. . . . AR+c; - , 'P•A•• 1 1 ` '`,�\ j: : ` rl', / SOURCE: QUID PRODUCT'S OR A�PROY� EQUAL POLE, INSTALL PER MANUFACTURER :_ _ 8 � t � \ /\` � �` � I '' / PHONE: (a0a) 19'7-8240 AT 006 PARK;SEE DETAIL '8 w•HT. 'LG-b .4, = TRASH SEE DETAIL I,SFEET LC-a i \ \ ,-, \ t, ® ® SPECIFICATIONS: \\. ,Y_', \ ` =° `� : :t` : : : : : : : ❑ ,I„ FOUNTA TAIA.L PER T 80� ( ) rv.__. 91 IB . +„ MANUFACTURER IFIG TIONS• , MODEL EG25 5B C=BG ! BASE ® MISTING SYSTEM AT LARGE PICNIC SHELTERS - \ ,r ", GLEA COVER ;PFb 4 Xb FLAG TO BE LOCATED UNDERNEATH ROOFTIN6 SYSTEM P: t: : ,.. MODEL: 92026 \ i 1 , MANUFACTURER: LA 5TEELGRAFT OR APPROVED EQUAL r : . i, ;, t P A �9; " COLOR: GALVANIZED FINISH MODEt.: DIAL MISTING SYSTEM 1, r rR f` . =..- MANUFACTURER: HAYS OR W EMAL PHONE, (616) 146-'140I ``4.v✓ff' Ij PHONE: (888) 640-4Za'1 . MANUFACTURER: MIGROC.001. OR APPROVED EC�l1AL b MOW CURB,SEA DETAIL PHONE= (760) 522-IIII �` 1 .A•. 'I 81 t�` = 3, i 4' NATURAL GREY GONIGRETE PAYING YV CORING ® '4' 5HT. 'l.G-6' 81 IRON TRfE GRATE; INSTALL PER MANJFAGTUR@R 1* <y ® SPECIFICATIONS: r PATTERN AlA5 51•IDYW WITH MEDIUM SANDBLAST FINISH DRINKtNkS FOUNTAIN, INSTALL PER « 1 \ \ I _ w P' ' ® MANUFACTURER SPEGIFIGATIONS: MODEL: OLYMPIA b0 x ab WITH 95 I/2 RADIUS . ' . ' FINISH : : : : gl .; i SPEGIFIGAITIONS (N5 DfETAI�L 'a 5HT 'LG-•8' FIMANJF IRON SAPPROVED EQUA . 9S�OOD55 \ i .p't , 't ® SPE COLOR: BLASTED STAINLESS STEEL + i c ' — MANUFAGTURNERe HAS " ` ;{ ® IZ' DEPTF I WOOD FIBER SURFACING, INSTALL PHONE: (800) 958-4'166 _''>. T 13 f '; ��.,=_�-- - �� PER.MANUFACTURER 5PEGIFIGATIOi S: SEE DETAIL 5' , V-,-6' Pt-ZONE= 1888) 640-42a'i ® 56 WIDE TUBULAR 51ffi_ AGG1~55 GATE AT 006 PARK; "'' MANIUFACTURiER: FOREST WOOD FIRM PRODUCTS OR AIPPROV�'D E® _ SEE DETAIL W 5HT. 'LGb' \ 8 —� i 12" 18" RiUG6ED 4' Off ` - ' • ' = BOULDERS INSTALL/SGOMPAGT MTURNER PFIONE• (a0a) 6't8-Z684 ML ETA ROJ�1 • _ _ A, i SOURCE: 50UTHPIEST BOULDER 4 STONE w. T ® POIURED IN PLACE RUBBER 5LWAGIN& AT F0661Ni6 AREA YV SPEGIFIGAT10N5: _._._. ; I, t 10' 5HT. �.G-T= 94 COLOR: DESERT SAND _,_.,_._._ OR APPROVED EQUAL PHONE (160) 2-5522 4 CONCRETE ® ARD SHADE CANOPI 5 ONE OR APPROVED EQUAL SOUTHi"C-5 i T BASE SEE DETAIL - r � ,., ;.,\ � ' GOURTY ES• ��OURGE: T BOULD� 4.,, \ :F-A : : � PARKING LOT,SEE CIVIL ENGINEERS PLANS INSTALL PER�MANUFAGTURER SPP�IFICATIONS: PHONE: (`160) 942-022 + \ , ; ' : ' _ _� __ _._ . MODEL: 18' x 18' I TINE,YV TWO TONE B1..UE FABRIC _" _..-._-_,..,,. j F 6-TINS,REr-ER TO ELECTRICAL PLANS ® ENiRIES; ,, Bl LI 4al1Z4'i ) AILVI'6N 5F TT LC-b' RY ; . 91 _ ` t` f, ! , \`\ MISTING SYSTEM PUMP IN ENGASFFF� GAGE _,_ i '1038 t P EQUAL 4,, 1 _ } 4 DEPTH OF INFIELD MEX AT ITGHERMANJFAGTURER: SHADE 5TRUGTURNa OR APPROVED OR APPROVED EQUAL , '`l ® WARM UP AREA, DETAIL 'b' SHT LC-6' . _. ..._ :,,, ; : I . . . . . . . . . �, }°HONE�800) 938-4'166� •A 5F� PHONE: GONTA�GT KAY PFEL.PS(`T6o) 56o�8Z04 f ��:� ■ - ,. t �q, I • - • • �i+ FUTURE - ART PIECE BY 01 f•ER5 , ... � w,. _ 4 Y,.4 � . . . ® L 111 � S+ANmHLA5 FINISH ® TES :, �' . . . T ..,_ , , SEE DETAI . �: ® 6 THICK STAR LI OI=TAIL "5 5HT 'LG-8 ELEGTRiGAL • 4 ` � � � 3f' S� � 1 � DETAIL '8' SHT 'LP-b' :, l ® ® 6 VINYL COATED GHAINL NK IN1GE, "s! SEE DETAIL II 5HT. 'LC-6 "': �i� tB'k5 .� • . • . tt, 24' HI� DRAINAGE STRUCTURE SEE ENGINEERS PLAN 19 � 5 pLgNS ® STRIPING PER ENGINEER'S PLAN i, 4 OO -- 6FI CONCRETE SEAT WALL, - i K:`' i f;f SEE DETAIL I SHT. �.G-7 ® 12" HIGH CONCRETE 6RIh� WALL O : , : : : la : `'` 6RADI SEE DETAIL 'I' 5HT. 'LC.-'i' ® FpR NTENANGE ACCESS SWING 6 MAI : : . . BETE �/OR GUTTER, TALI. PER 91 • •� 5 WIDE TUBULAR STEEL ATES . ® Nc55 . . � . . � 5E'E 'N6 PLAN • . . DRAINILINE FROM PLANS: : : ,< AREA,RtR TO ENGINEERS MANUFACTURERTURER SPEGGIFGAPTIOIVS CHAIN LINK TENNIS COURT GATES. SHOP DRAIWI . , . ;( ® BE PROVIDED FOR APPROVAL PRIOR TO CONSTRUCTION _; MODEL: (3) TRIANGLE SAIL STRUCTURES AND (I) RECTANGLE TO J ,� . - 3 _ IFI A-now _ _ C _ COATED SILVER. .,f. • . . • . } i PICNIC SHt3.TER, 1F 1 PER MANJFAIGTiJRER SPEC SHADE STRUGTiJRES. FFtAME5 TO BE POY . . . . . . . . . ,{ - . . . ' . ' : : : ' • . r qr 1 4' CONCRETE PLEXIPAVE SUR-Rill TO MATCH BASICETB 13 #` . _ , . . : . : ..__ .__._ . -, ;: DETAIL 8 SHOT L '► . . i ` _�� , g " ( WITHTH DUTCH L5EAM �ANE1 METAL(SROOF�F MANUFAG 1111RF-R: SHADE STRUCTURES OROR APPROVED EQUAL 1 COURT SAND COLORED 51URFAGING. SEE . . . . . f ;; , COLOR. REDWOOD O"1 BY ATAS INTERNATIONAL PHONE: CONTACT KAY PHELPS(`I60)560-8204 FOR .�+URFAGIN6 DETAIL . � I`:J� - - - - ._ 1 ROOF __ . . - - - - - --- - -- _ — - — t1 : �,OLOR= SURREY 13EI6E FRrAt� COLOR (hWDER GOATID) _... _-_•.__ P.A.. . . • . • • : : . : �; I MANUFACTURER: POL160N (600-Ba4-'M21) OR APPRO'VE'D EQUAL bl 8 GFIAINLINK FEIVGI ® INS VE2 • FIRE /�GC�L56 L/VE AVAILABLE FROM - -`_. ,_ ` SEE DETAIL ii SENT 'LG-b IN5T PC-R MANUFACTURER SPEGIFI _.,. . w ,s _...- _ g 4 456-a252 t RELATIONS r ALL .,.v..,_,. F' , 6 .:X,. ' I INTERNATIONAL 800-�468-441 • T DO6 PARK AREA AGTURNER: ROOFING BY AT _. -__,__.. w._._._ _.. - ® TUBULAR ftN1GEE, (S ® SEE DETAIL II 5HT. LG-b • f _ _...w,.M. ...._...-._.. __. ..___ rv. ,.,� r Y;. �,. 1 = _.._.-._......_.r.._� _,_.. ry MAINTENANCE BETE INS ALL PER _. . . . . . . . . . . . . O _ _ __... _.._. . . . . . . . . ��.. __ _. 'f IFICATIONS. : : � '� t `- •�; •. \1 � ` `� � � b' HIGH TUBUULAR STEEL. FENCING t IZ" WIDE NATURAL GREY GONG BAND i BLC-AGHER SFIADE CANOPIES, INST _, DETAIL '2 SENT. 'LC.-__ . . `•, �.�- GATES•SEE _ . . . _ __._...__ w_ .,.-__. . H . ., • . 51 SEE DETAIL � 5F1T 9.G-6 _... �`�--._._. AGZb'' LON&�X 18' DIEEP XIO' i 19' H UPR . • • . • \: '_ �� BLUE;FRA �5' . .'. . � I POWDER _ . . . _.. 6HTIN6,R! TO ELECTRICAL PLANS PRECAST I ST BRICK 1�ID ETCH FI IN 5H L _; :., r.;w . . IB 41 SPORTS LI COLOR GI2 COLON AL W/ , _ _ ^ . , �'.A: • : • GOAT'ED ABRIG TO BE T'WD TONE TO 8E `�, ❑ ® WITi•t TIGER DRYLAG PAINT(T&IGZAL'1038 SEMI-61.055 �4•a/T24'10) - - - _ _ _ - - - -- -- - - - EQU - - ., • . OR APPROVED AL —1 a, x , AIL ,. Cik,GRE'fE 6QtU rv. _. ■ , ,. ry : '' �'iANNUFAICTURER: 51iADE STRUCTURES OR A:PN'ROYEb {. IB CONSTRUCTION LEGEND Y 1 s: , . -, e 1 1 ,;:�,, . . . . . . . . . . '�: : ��� TYPE: 005 R105 GOBBLE PHONE: CONTACT kAY Pl•IELP5 (I60) 360-8204 . . }' RESTROOM/GONGGI=SBION BUILDING SK 4 { �:' ® ENTRY 51 SEE DETAIL '3 5FiT. 9�C.-6 - - I . . • : • : • : • ' ITEGTS PLAN 2 ,'. SEE AIRCH . ,'"I�: . . . . . . . . . . . 4 OR APPROVED EQUAL.. PHONE: (760) 942�'S522 O B1„ E ' _ a H;FAN3R . A _. 12 , • BUIl.DINkS ® BE POWDER COATED WITH 16M DRYLAG PAINT T RACK N6R+OUND MOUNT MODEL: 56 BA ) -• �,. 1. .� i' .>.,. G ETE INSTALL PER,-.. .. •< _, . .�_ . :..: -• : „ .. :. . . Z 4 THICK COLORED NCR t7 x, N ., , .:.. ,., , . � „ ._. s, ,;: .,., `. MODEL: 1280-5 . '.;,. ❑ w v.,. , . . . . . . . . . . . . . . . . ... . . SEE ARCHITECTS PLAN 1 1 _ ....:... ,_...,K ..a. {y...y?' w:~,T„l Y. z..i.. ::..{.,. ,^ .,......._+a- <�,.e 91 ..:m1-4..o- ..5�.... .#x: ar G.. el...:.he-.,a..,.-. • �.rn. :; __ T6IGRAL'T098 SEMI-6LA5R' 4a/T2410I r .. �'"�" AI _k :.r ',' � > 5PEGIFIGATIONS SEE DET L 15HT �..G-b ANIZED FINISH _ .a,_.,' ,.,,,.I . .. ,, . ..___:,.,._ ., _a �,... MANUFACTURER DOLOR: 6ALY ..•,,... - ....� �-- , .. . .:.. .� �..�. .._ .. ",. , ¢'. . . . . . . APPROVED EQUAL s . ---- ---------------- ==` ,,. v.: IG OR A EQUAL --�--- --- — �„ x> ® PICNIC 5FELTER, INSTALL PER MANUFACTURER 5PEGIFIGATION5: MANUFACTURER: SCOFIELD OR APPROVED EMAL PHONE: CONTACT KAY PHELPS ('760)560-6204 •�•..-ram -. K,.: TS"" ' $ t' MANUFACTURER: PW ATHLET PPROVED -. _,, ,I! DECK Pi•IOtE: 23 'IZO-5000;... . . OGT ZO WITH SIP ROOF ) .•_. , ___- : .._ ,: < � � MODEL: POLI60N ! ) ",""„ . . ��.^_ ,. ... . 1 *_. ,.." " >. TRACTOR TO t°ROYIDE SAMPLE ON SITE ,.�.... �, ,_ �,.:- ...�� . � . � ,_-- _ r,; WITH DUTCH SEAM PANEL. 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IZ-•'1' s W/ `\ „� `' �•.i 91 •3 i © SAND VOLLEYBALL COURT, I 'I`c ~\ ? , SEE DETAIL � 4 5 SHT. LG-8 � ,i� �,\ ,F `�' ' ' , , _' :4 1 ; ., t 4 KEY MAP . . . ham` \ r.r y �`**. T CONCRETE TABLES (5 SEATS OR 4 SEATS PER PLAN), INSTALL PER MANUF. `" x L; N.T.S. ' ". MODEL: GWEL42T YV CAST STARS 4 STRIPES ON SEATSA5E5 : ,, �?:J�t: W/ACID ETCH FINISH , / \.\�\�� \'�•.,,\ ` �­ ,__. .\ COLOR: COLONIAL BRICK COLOR ' r-1 ``` ``' \\a\��� ' ` \ S"'x',�. r •., �s,r w. �p /y y/p��� ���/�/�}� �/y s' ,� )'N \ \\�\ 1\�\\ ��`` ���\ .`'' :kit \C\ • \ -v- , qti.� MANU IK/TVl ER. ClUICXOR. 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L C 4 DIAL TOLL FREE -4 s ': DATE AN D A S S O C I AT E S 1 N C. R.cF.No. sraea s-so-o8 . LANDSCAP 1-800-422-4133 r * 800 North Haven Avenue, Suite 300 vR,�wN scALE �'` n"�'• " AT LEAST TWO DAYS �, .Y TM' /MA/bZ/JA A5 NOTED CONST UCT ION PLAN BEFORE YOU DIG 1i�¢ `ed� Ot>tta�"iO Ce�ifOrnlB ��• DAB eY ve�eielrnoN Arp'� egrs: /M�t/6z✓.IA -M15 FILE No. Phone: 909.4815750 O PATE ` CITY OF PALM DESERT oplIOO'0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA R E V I S I O N S GG6 .11N 14, 2006 s : . . . . j i v 1� E I` I .1. I I I I I I � { i , ,. .. ,_,... .-,,, , x _.. ,. .. .,.., .. ., a .. , ... ,.. r , .. ,4• ,,, ,.--.:t ' ,x `w, ,.. 1L,..,c ,..:i,S.'�::.. ,:: ,-::f ,a ... h:n r..., ., v:. .._.,.-.a,K.. t e ,.._..,-, ,,,,,, .r3.:k, ., `k'X.:.� G •,J' 2 _ I � cm ,ram. ia _ _,, , ,._...._.,_..,,....,.,.. —., ,x. _ 51 31 ti -4,, �'7 fl { L k .3 t• .wr. i 1 X t # ; r14 41 41 I ''- 21 io i 'r• is .� } I a « .y4 S { { ° r ? 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'LG-b ❑ SEEE ARCHITECTS PLAN 21 (Rm TOO EN61Nf3�tS CAST IN PLACE (NS PLAN FOR STRUCTURAL_ INFORMATION MANUFACTURE(5 � � OR APPROVED EQUAL ® bE I�gGOgf COATED Vo���E, ® TRA6H ENaDSURE;SEE DETAIL T,SHEET 'LG-4' CONTRACTOR TO PROVIDE SAMPLE ON SITE FOR APPROVAL BUILDING _ � Mf5TiN6 SYSTEM AT LARGE PICNIC SHELTERS T AIMING WALL SITE ARCHIT'6GT5 PLAN ® b TUBULAR 5T'i�L FENCING A RET MAIN ENTRY PAYING;SEE DETAIL WSW. L.G-8 ® 12 HIGH C�C�JGRE1'1= GRIND WALL TO BE LOCATED UNDERNEATH RDOFTIN& SYSTEM ® SEE DETAIL 10 SHT. 1L-8 SEE DETAIL 1T SHT. LC-1 MODEL: COMMERCIAL MISTIN& SYSTEM 5 PICNIC SHELTER, INSTALL PER MANIFA�GTURER 5F'EGIFIGATIONLS= F0661N& AREA CATCH BASIN, INSTALL PER MAMJFAGTURERSAREA WAVE PM MANUFACTURER: MIGROGOOL OR APPROVED EQUAL ❑ ® CONCRETE STEPS. NO HANDRAIL AT STEPS AT STA6E AREA ® FACTURE SPEGGIFA II OAT113i6.INSTALL PHONE: (760) 522-I111 MODEL: POLI6ON OCT 20 WITH(SIP) ROOF DECK SEE DETAIL `1' 5HT. L"' SPECIFICATIONS: SEE DETAIL 4 SHT. 7.G 8 WITH DUTCH SEAM PANEL Mf:TA�I. ROOF OR EQUAL MODEL: (5) TRIANSL.E SAIL STRUCTURES AND (1) RECTANGLE COLOR: REDWOOD 001 ROOF BY ATAS INTERNATIONAL GONU�TE PICNIC TABLE,SEE DETAIL �' 5HT. LG�4' FOR LAYOUT. ® IRONSPEGIFIG_ATIOI� ; INSTALL. PER MANUFACTURER SHADE STRUCTURES. FRAW:S TO BE POWDER COATED SILVER 81 ISpEGIFT CATIONS INSTALL PER MANUFACTURER COLOR: SURREY DE16E FRAME COLOR(POWDER COATED) ® MODEL: L WT6PT GI-TT . SEE DETAIL W 5HT. 'L G-8 FOR C.OLOR5 MODEL: OLYMPIA 60' x a6■ WITH 55 1/2'RADIUS MANJFAGTURIEFL POLI&M (600-554-"21) SOURCE: QUIGKGRETE PRODUCTS OR � EQUAL MODEL: OLYMPIA 60 x 46 MANUFACTURER= SHADE STRUCTURES OR APPROVE'"D 15WAL FINISH: ALUMINUM GRATES WITH SANDBLASTED MATTE FINISH PHONE= CONTACT iCAY PH1=LP5 CI60)960-8204 FINISH: ALUMINtJN16RATE5 WITH SANDBLASTED MATTE FINISH MANUFACTURER. ROOFING BY ATAS INTERNATIONAL 800--=468-1441 PHONE: (�t04I ?39 ER=-6240 MANUFACTUR IRON SMITH OR APPROVED EQUAL MANUFACTURER: IRON SMITH OR APPROVED EQUAL ■ ■ _ bOO 55b-4'Ib6 AIL 2 SHEET 'I.G-�I '►bb 8 HIGH GHAINLINK FEWGE ( ) SEE D!_'T' PHONE. 800 536-4 61 , _ ❑ 96H® SEE DETAIL '8 T THICK ry TOP GOAT GOI..oR, MANUFACTURER SP�WFIG IONS DISABLED PARKIN& SIGN, � DETAIL WSW. 'LC.-b � � DETAIL W SHT.V.,6' 55 GATE AT DO6 PARK; MODEL: 5202E SEE EN&INIEf3t5 PLAN ® b HI GHAINi.ice F!- '� ® TENNIS COURT W/6■ �b 5HT LC ,-T'THdSIOTENSION/COLORED, SEE DETAIL . -1 COLOR: GALVANIZED FINISH 4' DEEP STABILIZED DECOMPOSED GRANITE; MANUFACTURER: HAWS OR APPROVED EQUAL BBQ (51N&LE), INSTALL PER MANUFACTUREIR MODEL. 2O5..X ■ INSTALL/COMPACT PER MANUFACTURER 4 © SAND VOLLEYBALL COURT, PHONE: Oft) 640-424M ® SPECIFICATIONS: SEE DETAIL 'Ii' 5HT. L"' 12 WIDE NATURAL GREY GONGRE't1= BANDING SPECIFICATIONS: ® SEE DETAIL 7 5HT. L"' COLOR: DESERT SAND _ �. _ WE DETAIL '2 t W 5HT. I " 4' NATURAL GREY PAVING W/SCORINGMANUFACTURER: ® PATTERN AS SHOWN WITH MEDIUM SANDBLAST FINISH PRECAST CONCRETE STAR„RAISED �SEATKALL — E \ \ CONCRETE TABLES t3 SEATS OR 4 SEATS PER SLAW INSTALL PER MANJF. 51JPP1.IERTU it TIRGMOUht MOUNTAIN FORGE OR APPROVED EQUAL �:�S� BOULDEt STONE OR APPROVED EQUAL Q COLOR: G12 COLONIAL BRICK W!ACID ETCH FINISH \ yv \ MODEL= OYCL.42T W/CAST STARS 4 STRIPES ON SEATBASES P'�: (�) 525-8828 ® MANUFACTURER: QIUICKGREI'E OR APPROVED EQUAL ACCENT PAYING AT SECONDARY ENTRIES ACID ETCH FINISH _ I TIO � ® PLAY EGalJIPMENT INSTALL PER MANUFACTURER PHONE: gOq 131-6240 ® SEE DETAIL 'b SHT. 'LG-b � IIRJ?IGATIDN LI-I - --- SPECIFICATIONS: SEE DETAIL WSW. LC,-0 - - 6RI INSTALL PER MANUFACTURER - - - -- - --- !Q GROUP ( ) --COLOR: COLONIAL BRICK COLOR ( L.U, � _ -_- _- -_ - --- � - � -_ -_ -__- - �:f'LANTlN6-hf'-i - 5PEGIFIGATIONS;SEE DETAIL W 5HT. Y.G-b � LL:S� '``� � �`, :� � `•�\ � MANUFACTURER: QUICKCRETE OR APPROVED EQUAL ENTRY 516Nt; SEE DETAIL "9 5HT. 'L.G-b MANUNA SYSTEM PUMP IN COOL OR A GAGE ® 12 DEPTH WOOD FIBER SURFACING INSTALL � � MODEL: 2i0-X MANUFACTURER: MICRO COOL OR APPROVED EQUAL GONSTi�i1GT)QN DG-I,' , ,�, � N �- �� :�.��, " �\\`���,��\4�\`�{�ry� , ,�� �•� PHONE: (40g) 151-6240 PER MANUFACTURER SPECIFICATIONS: SEE DETAIL '5 SH'T. V--b i STAKIS6 L�-I MANUFACTURER: FOREST WOOD FIBER PRODUCTS OR APPROVED EQUAL MANUFACTURER: IRON MOUNTAIN FORGE PHONE: (800) 556�-4"166 i BAT RACK (INGROUND MOUNT) ® TRASH RECEPTACLE INSTALL PER MANUFACTURER SUPPLIER: LITTLE TIKES OR EQUAL ® ` \ Pam= (q0q) 618-2684 MODEL: 1280-15 ® STRUCTURAL 501E a TREE GRATES f �., MODEL: QR-W2WA VIq ANODIZED ALUMINUM :r PHONE: (800) 525-W28 DOLOR: GALVANIZED FINISH SM DETAIL '8',5HT %P-b. {/ WITH STARS STRIPES SANDBLASTED ON RECEPTACLE POURED IN PLACE RUBBER SURFACING AT FOGGING AREA W/ ® BIKE RACK, INSTALL PER MANUFACTURER MANUFACTURER PW ATHLETIC, OR APPROVED E-GUAL STRIPING PER EN&IN�'S PLAN MANUFACTURER: QUIGKGRETE OR APPROVED EQUAL. ® CONCRETE BASE $EE DETAIL 4 t 10' SHT. 'LC,-l' DI EGWAICT'IONS= PFIDNE: (800) 68'1-"68 ® PHONE: (gO�U T31-6240 PARKING LOT,SEE CIVIL ENGINEERS PLANS MANUFAGMOMs Z1TURER LUMBIA CASCADE OR APPROVED EQUAL PORTABLE SKATE PARK EQUIPMENT; INSTALL ® DRAINA6E 5TRUC.TURE - � ENGINEER'S PLAN i +, g 12' Hi6H GHAINLiNK FENCE,SEE DETAIL 'II' SHT. VW ® COLOR: GALVANIZED PER MANUFACTURER SPGGIFIGATIONS: �- KEY MAP LIGHTING,REFER TO ELECTRICAL PLANS PHONE= (800) 541-1440 MODEL: SEE DETAIL 8 SHEET 'L.G-$ ® TWO 5 WIDE TUBULAR 5Tffi SWINE GATES ;;, d N.T.S. ❑ 42- VINYL COATED CHAIN LINK FEJdGE (COLOR TO 51 MANUFACTURM SKATEWAVE OR APPROVED EQUAL FOR MAINTENANCE ACCESS , 10 TO BE FOREST 6REEW,SEE DETAIL 'FI' SHT. 'LG-b' ® 006 WASTE DISPENSER, INSTALL PER PHONE: (618) '155 896 4' DEPTH OF INFIELD MIX AT PITCHER 51 MANUFACTURER SPECIFICATIONS: 4' NATURAL. GREY CONCRETE WITH RIVER PEBBLE STAMPED WARM UP AREA, � DETAIL 'b' SHT. V--b' MODEL: OUTDOOR STAND-UP UNIT WITH 6' COW-RET'E BENCH W/CENTER ARM REST ® CHAIN LINK TENNIS COURT APPROVAL PROP DRAWINGS ;;' I AT�bN'L,.I, � IRRI6A I TO BE PROVIDED FOR APPROVAL PRIOR TO CONSTRUCTION ; II PATTERN BY L.M. SGOFIi:LD OR EQUAL. SEE DETAIL 'I' SHT. �.rG-b' TRASH RECEPTACLE ® INSTALL PER MANUFACTURER SPEGIFIGATONS: PLAtiN6 LPG PLANT MANUFACTURER: DOGGIE BA65 i DISPEh RS, MODEL: QIAVTBB W/SANDBLASTED STARS 4 STRIPES ql 4' � WITH PL.EAPAVE SURFACINS TO MATCH BASKETBALL �' GONSTd�k'>TIO1�L.G'�r2 CONS ON .sF FUTURE - ART PIECE BY OTHERS ❑ _ SFAiCINS 1--2 { 12 b' THICK NATURAL GRAY CONCRETE PAVING WITH LIGHT ® PAUL BLATT ENTERPRISES OR APPROVED EQUAL BENCH TO BE NATURAL WITH COURT SAND COLORED 5URFArGINkS. SEE DETAIL 8 5Hi i L-'1 ST L5-4 STAR L16HT5,SEE DETAIL W SHT. 'LG-8' 4 ELECTRICAL PHONE. (760) 546-2806 ACID ETCH FINISH FOR BASKETBALL SURFACING DETAIL MANUFAGTUURER: QUIC4CCRETE OR A>f' 'ROVED EQUAL ' 4 BROOM FINISH,SEE DETAIL I SHT. 'LG-6 ® ENGINEER'S PLANS Y J =w - SEAT PHONE: (4091) '151-6240 INSTALL 6RASSFAVE2 a FIRE ACCESS LANE AVAILABLE FROM -ARC I 15 4' THICK NATURAL 6REY CONCRETE PAVING WITH SCORING ® 2� DETAIL 'I�'LG-? LC FLAG POLE, INSTALL PER MANUFACTURER STARS-SAND BLASTED IN CONCRETE ® RELATIONS (760) 486-VM2 INSTALL PER MANUFACTURER SPED AyT101 v PATTERN A5 SHOYMV WITH L16RT BROOM FINISH 90 DETAIL t SHT. 'l.G-b f ® 5P'EGIFIGATIONS: SEE DETAIL '7 5HT. y.G�B •.�f ` 14 I PEER MANUFAESS RAW CTURER ® CONCRETE CURB i/OR SEE GRADING PLAN GMODELIZAT GOYEftR BOW;PFb ( XV FLAaS) M PLA® SiYDE AIL '10 SHT. 9.G-b' ADD ALTERNATE MODEL:SPECIFICATIONS: 118NS: 5-ROW X 21' EON& WITH ® DRAINLINE FROM F0661N& AREA, REFER TO ENGINEERS PLANS MANUFACTURER: LA STEELCRAFT OR APPROVED EQUAL O BLEACHER SHADE CANOPIES, INSTALL PER BASEBALL BACKSTOP MANUFACTURER SPECIFICATIONS: C44AINLINK GUARDRAIL PHONE: (616) 't48-1401 '11 MODEL: 1255•-05 (PERMANENT HOODED W/5 PLANKS) �\ MANUFACTURER: PA ATHLETIC OR APPROVED EQUAL ® PICNIC 5tM=1.TER, INSTALL PER MANJFAGTUREii 5P5GIFIGATIONS: MANUFAGTURER: PW ATHLETIC OR APPROVED EQUAL MODEL: 26' LONE X 18' DEEi' XIO' s 15' H. UPRIGHTS SUPPLIER: DAVE BANG ASSOGIATF.S, INC. MODEL: POLI6ON OCT 26 WITH (SIP) ROOF DECK ® 6' COHGRE'TE MOW CURB,SEE DETAIL PHONE: (800) 681�168 FABRIC, TO BE TWO TONE BLUE;FRAMES TO BE POWDER COATED \ WITH DUTCH SEAM PANEL. METAL ROOF '4'SHT. %4-6' WITH TIGER DRYLAG PAINT(TGIGRAL7058 SEMI-6LOSS W/'12410) PHONE: (600) W-2585 RAMP ACCESS,SEE DETAIL '10' SHT. V--6' COLOR: REDWOOD " ROOF BY ATAS INTERNATIONAL MANUFACTURER: SHADE STRUCTURES OR APPROVED EQUAL 15 PLAYERS BENCH, INSTAL. PER,MANUFACTURER MAA FACTURE:R SPBG1 I�FIGA IONS: ADDITIONAL SAW GUT SCORE JOINTS IN ��: CONTACT KAY PFELP5 (`►60) 960 8204 i SPECIFICATIONS: MANUFACTURER: POL16ON (600-954-1T21) APPROVED EQUAL. MANUFACTURER: C1114 E QS��AOR APPROVED E_-POWDER GOAT) O MODEL= 56' X'I' Xq' H,FABRIC TO BE TWO TONE BLUE �! MODEL: 5500DS6 CONCRETE AT CORNERS OF TREE WELLS. DUGOUT 'CANTILEVER TYPE SHADE GANk7Pti' MANUFACTURER: ROOFING BY ATAS INTERNATIONAL. 800-468-1441 DOLOR: BLASTED STAINLESS STIR. MANUFACTURER: HAJNS DRAINAGE BASINS: SEE ENGINEERS PLAN PHONE: (600) 661-5166 W HIGH TUBULAR STEEL FIENIGE AT DOS PARK AREA ® FRAMES TO BE POWDER COATED WITH TIGER DRYLAG PAINT ® SEE DETAIL 'b' SHT. 'L..G-b' PHONE: (OW) 640-42g1 BACKL.E95 BENCH T&IGRAL1OW SEMI-SLO55 "/72410) Ib SCORE KEEPING BOOTH,SEE DETAIL 'I'SHT. "LG-8" W H16H TUBULAR STEEL. FENC1146 4 MAINTENANCE ® 12--lb- RJ66ED BOULDERS MODEL: 025E635 GI,T'i WITH SAND BLASTED STARS MANUFACTURER: SHADE STRUCTURES OR APPROVED EQUAL � k' 11 4" DEPTH BRIGKDU5T, INSTALL PER MANUFACTURER ® GATES;SEE DETAIL 7 SRT. LC. `?' MODEL, CRESTA ROJA AND STRIPES ON SEAT TOP PHONE: CONTACT KAY PHF.LP5 (`t60) 960-8204 n,,..w„■,,.:,.,N.,, :.w,,,w n,.aw:w■wi.r wr r { �� = .■..d ..X WdW n�.�. .■ �.aw�Mr SPECIFICATIONS: .SOURCE: SOUTHWE-5T BOULDER 4 STONE MODEL: STABILIZER PRO-6011D OR A�PRO1/� EQUAL OR APPROVED EQUAL.. PHONE (T60) 542-'S5. 22 MPHONEANUFACTURER:1 QUIGf�:GRI:TE OR APPROVED EQU MODEL.GST BI &AIL MATERIALS 41 SPORTS LIGHTING,RISER TO ELECTRICAL PLANS : (q4� 131-6240 .n..r .r c.:.rr1 -Aws m N ev T R l �d � ti ...�.1�.■ PHONE: (q51) 21g-lOg5 ® g a` r... '~.'�Pr "d .r...■a pe::,.".,d.tr:,.iw..Of I TIN& 'TOP OF THE WORLD COURTYARD SHADE CANOPIES; SHIP PLAY STRUCTURE a F0661NG AREA 4--b- GOBBLE INSTALL PER MANUFACTURER SPECIFICATIONSe ® INSTALL PfSZ MANUFACTURER 5PEGIFIGAfIONS " N TYPE: DOS RIOS GOBBLE MODEL: Mix 18' INTERCONNECTINS,NV TWO TONE BLUE FABRIC MANUFACTURER: LITTLE TIKES OR APPROVED EQUAL ■.r e. K .. r: cvwu.w usw 18 42 HIGH TUBULAR STEEL SAFETY FENCE, INSTALLED I SUPPLIER: PACIFIC DESIGN n,- i RETAINING WALL,SEE DETAIL 10 SHT. Vo-b SOURCE: 50UTHNEST BOULDER t STONE ' S' t 4' BOULDERS,REFER TO PLANTING PLAN SHEETS OR APPROVED EGWAL. PHONE: t`i60) 542-5622 (T6IGRAL7058 SEMI-6L056 w44/'72410) PHONE: (626) q14-5292 SCALE:= -2 Ig 2, .. _..._.. __. .. . MANUUFACTURER: SHADE STRUCTURES OR APPROVED EQUAL 0 10 20 40 PAM w�rumor�avwoie TYPE= GRESTA ROJA BOULDERS © DECORATIVE ROCK;Rim TO PLANTING PLAN SHEETS SOURCE: T BOULDER 4 STONE PHONE: LONITI�,GT KAY PIM:LPS('?b0)960-$?O4 ) OR APPROVED EQUAL. PHONE: (160) 542-5522 GND MANcj= r%=IrAH out GLm N I oil • O!VlLO!'1'�T�!1lVIC�O�1�lRVMOR PREPARED $Y: b�1p�, C, -I ADDITION ATY�E5T �j IN THE CITY OF PALM DESERT, CALIFORNIA 5 H E E T sa�L of PARK D I GA �-E R T II/T/06 GG6 DAVID EVANS ® , °"°�'^��"' FREEDOM PARK g o. a CITY l9�c'sINEER-M w*Grosinmood DIAL TOL L FREE RDA.GT.L=ASS3CIATES . .NO. 5'M8Q EXP. b-90-08 LANDSCAPE 1-800-422-4133 * DRAWN SCALE DWG. NUU� 8� North -Haven Avenue Smote 300 AT LEAST TWO DAYS �' .r DELI Z✓-L°` . 't� CONSTRUCTION PLAN PILE NO. BEFORE YOU DIG gib¢Gv.` Ontario CaOrf�a DATE dY APP'D DATE 67�.IA Y` �I Phone� 909 5750 /M Gf'DXOOI'✓- DATE FM ! GG6 CITY OF PALM DESERT Gf'DX;DDOO-0015 ION 5 14 200E UNDERGROUND SERVICE ALERT OF SOUTHERN CALL FORM REVIS .1UN , i i L 5" 5" � 1 � � u 3 0 0 LEGEND: a TURF AREA .... ..•.• 1 FINISH GRADE a S 3 / S TYP " 2 RADIUS NOSE 1 4"H ' a . 3 TROW w z LEGEND: 14 CONCRETE MOW CURB W/SMOOTH E 1• 12" WIDE x 6" DEEP CONCRETE BAND. 4 5 t y r d = FINISH, SCORE JOINTS O 10' O.C. WHITE CONCRETE W/ ACID ETCH FINISH �,: ryw;o :• ': 4 . . ^'* 3 AND EXPANSION JOINTS 0 20' O.C. III III III II ( II 11I III 5 K 7 2. CONCRETE PAVER PER PLAN dt DETAILS M r '5' AND '6' SHEET LC-8 5. - DECOMPOSED GRAN / • •.y,• ••:•: I t... O 3. 4" COMPACTED GRAVEL E 7 12" :.: ..,° : ' :...: , >. 4« : SHRUB AREA r GRANITE/ SECTION " 4. SAND LAYER 6 :: 6. 90% COMPACTED SUBGRADE. 5. 3 REBAR CONTINUOUS ,`/ 5 1. POLYSTYRENE JOINT CAP OVER ATE. 6. CONCRETE PAVING PER PLAN 7. SPEED DOWEL 0 24" O.C. EXPANSION BOARD. REMOVE TOP « :•::•........:::: :: -•- - \ / \`` \ _ EX JOINT CAP PRIOR M APPLY 1/2 DEEP JOINT SEALANT (CAULKING) INTO GROOVE. SAND IN WITH 60 SILICA SAND. MATCH COLOR OF PAVING. 8. 90% COMPACTED SUBGRADE = :: CAULKING. (SEE NOTE) # _ _-_-__ \ / 2. 3/8" WIDE FULL DEPTH ASPHALT IN WALKS TO OCCUR AT CHANGE IN DIRECTION -III-III I ( ( III-III-III-III I I-III-I I LEGEND: 1 \ io =III-I I ° SATURATED FIBER EXPANSION EXPANSION JOINTS BOARD. AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS I 1-) i I_ 111-1 i i -III-) I ( O t5 DIAMETER BOULDER (CRESTA ROJA BY O4 LIGHT SANDBLASTING OF STARS AND STRIPES IN (• III-I ( �.• ' III-III- 3. 1/4" RADIUS - ALL EDGES AND/OR CURBS. EXPANSION JOINTS IN WALKS RECOMMENDED1/3 SPACING IS 16' O.C. FOR CONTINUOUS WALKS UNLESS OTHERWISE SOUTHWEST BOULDER dt STONE) 1/3 OF BOULDER STONE FACE - - TO RECOMMENDED BY PROJECT SOILS ENGINEER. 8' SPACING FOR TO LD SHEARED OFF FOR FACE OF SIGN. 4. CONCRETE PAVING REFER �5 1/4 BURRIED STONE FINISH SCHEDULE. SCORE JOINTS. 8 BOULDER TO BE CUT O SOURCE LOCATION. « » 5. 3/4 DEEP X 3/8 WIDE (MAX.) O CITY OF PALM DESERT LOGO TO BE SAND BLASTED CONTRACTOR TO COORDINATE WITH LANDSCAPE •III III-III-III--�- ^ f TOOLED SCORE JOINT WITH INTO STONE AND PAINTED PER CITY LOGO COLORS. ARCHITECT AND PROVIDE SHOP DRAWINGS OF SIGN 1 O RADIUS EDGE, STAMPED LOGO TO BE CENTERED ON STONE FACE. PRIOR TO INSTALLATION. -III-I I CONCRETE TO BE SAWCUT O SANDBLAST "FREEDOM" INTO STONE, FONT TYPE TO BE BOULDER SELECTION TO BE APPROVED BY SECTION 6" 6. REINFORCING STEEL IN 6" CONCRETE 'SCRIPT C'. "PARK" AND "CITY OF PALM DESERT" TO BE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE ONLY - PER PLAN ARIAL FONT. "CITY OF PALM DESERT" TO BE DOUBLE SPACED. PRIOR TO SPLITTING. NOT TO SCALE 7. 90% COMPACTED PAIN i LETTERS WITH BLACK PAINT SCALE: 1/2"-1'-O" S t CONCRETE PAVING 1 PAVER DETAIL 2 MONUMENT SIGN 3 6'$ CONCRETE MOW CURB 4 �.-- I_F ,'FND: 1 3'-0" O.C. MAX 1. 1/4" DIA. SCHAO PIPE HANDRAIL I FrFND: 5 5 SPACE EVENLY (GALV.) STEEL SET IN 4" PER PLAN 2 2 3 1. WOOD FIBER SURFACING; SEE CONSTRUCTION DIA. T 1 OF NON SHRINK 1 12" 12" GROUT 18" DEEP. } 9 DETAIL 9 SHEET LC-8 ' ' 2• INSTALL IN CONCRETE-MINIMUM OF 1" 3 CL FROM ADJACENT WALL (WHERE OCCURS) 1 8" 4 2. 1-1/2' TOOLED RADIUS TYPICAL. 1 I 2 3 2 AS LOCATED ON PLAN � 4 ih 3. 8" CONCRETE CURB. 3. CONCRETE PAVING PER PLAN SCALE: N.T.S.. ,�;o,.'•o•, •, ,.:•o:ro.';o A 4. 6 - 1/4" WIDE AND DEEP TOOL JOINT. o « « ..:r... .... 7 qw 4. ADJACENT CONCRETE PAVING PER PLAN 4..a. ,,.r.,.,.,,ram. •'a,.•�• .4:%q;.. ..q,..•�. �..��.k-J�.�� •�. ,;.•'• 12 12 13 TO BEGIN 1" BEHIND NOSE. 5. #4 REBAR (CONT.) - 5. #4 HORIZONTAL REBAR CONT. AT TOP, _ _ _-� - -i i �-,-,-i I I MIN. 2" CLEARANCE -I I- MIDDLE, AND BOTTOM. -I -) I I- I I I I _) ( I - 8 FROM EDGE (TYP.) 0 5 NOTES: " " 6. 4 REBAR 024' O.C. W REFER TO CONSTRUCTION SHEET 9 ( • - 5 6. #4 VEKWAL REW AT 1& O.C. - I CENTER IN SLAB « t'' LC-1 THRU LC-5 FOR VARIOUS -) I I 12WORAD 7. #4 DOWEL 024 O.C. (12 LONG) �' - 7. SPEED DOWEL 0 36" O.C. = 5 TREAD TYP. y m' TOP & BOTTOM OF STAIRS CHAIN LINK FENCE HEIGHTS 6 4 , , 4 - •: •.:.. : :. WRAP W/ TAR PAPER ONE END 1• CONCRETE MOWCURB - REFER TO DETAIL 4 THIS SHEET. rxTt�• " =- A:°! v •q _ 8. 90% COMPACTED SUBGRADE. ' ;..;;. 8. 1/2 PREMOLDED FIBER EXPANSION 11 N I I (-III II I 2. FINISH GRADE 3 w 8 12 :• ::. . ' . • . , _ 9. EXPANSION JOINT " N a - _ JOINT C POLYURETHANE CAULKING " 3. 3 THICK INFIELD MIX •. - : -I• ` ' .I I TO MATCH CONCRETE COLOR. -I - 8 MATERIAL- -STABILIZER PRO-GOLD OR APPROVED EQUAL �� 7 I I , - 9. CONCRETE PAVING PER PLAN 4 I I MANUFACTURER: GAIL MATERIALS . . : `• 10. 90% RELATIVE COMPACTION SUBGRADE 6 I (--III III PHONE: 909 279-1095 = " 10 " I 11. CONCRETE FOOTING P.A. P.A. 7 12. 1.5 BATTER 4. 90% COMPACTED SUBGRADE 6 11 AND WELDED OVER TOP 1 2 OF HANDRAIL -_ 8 1 • ' �• 13. 1/4" THICK GALVANIZED STEEL WRAPPED 00 SECTION 5. FENCE PER PLAN - . ' ,. I I FOR SKATE DETERMENT. SPACE 3' O.C. NOT TO SCALE 10 : •' I 7 COLOR '» » TREAT ALL EXPOSED SURFACES W/ NOTE: ALL CONNECTIONS TO BE A SECTION 11 *p *p 5 (2) COATS MOISTURE-PROOF PRIMER CONTINUOUS WELD. REMOVE ALL SLAG cn 9 AND (2) COATS FINISH COLOR: DUNN AND PLANTER AND GRIND ALL WELDS. o -I I NO SCALE EDWAROs 'CHERRY COLA' DEA 156 RAILINGS TO BE HOT DIPPED GALVANIZED. ' M� -Ii •.. �. ( I AREA CURB AT WALK W WOOD FIBER SURFACING 5 PITCHER WARM UP AREA 6 CONCRETE STEPS 7 _ PLAY / III,;, III , ,II pp 2 71 3 lam 2 4 7 3 1. POST CAP (TYPICAL ALL LINE POSTS) 1 4 9 8 3 5'-0" 6" 8 LEGEND 2. TOP RAIL - SEE FENCING SCHEDULE PLAY AREA CURB 3. FENCE POST - SEE FENCING SCHEDULE 6 4. CHAIN LINK FABRIC - SEE FENCING SCHEDULE 9 8 ►� O WOOD FIBER PER PLAN. MAINTAIN LEVEL OF WOOD 5. MIDDLE RAIL d ° `° FIBER 3" BELOW 10 - -�. Fl TOP OF PLAY CURB. 6. BOTTOM RAIL 5 ® a ;� ;,�. .. O PAVING PER CONSTRUCTION PLAN 7. 8" WIDE X 6" DEEP CONCRETE CURB 8. .4» - - _ - - '-' I � 4 EXPANSION JOINT �4 REBAR CONTINUOUS 5 90% RELATIVE COMPACTED SUBGRADE 9 COMPACTED SUB : - �». •! ° = 10. CONCRETE FOOTING - SEE SCHEDULE M 8, 6 _. �+ 63 STEEL REBAR O 16" OFFSETS O.C. BOTH DIRECTIONS. 11. FINISH GRADE 4 : .• 7 _ 7 4" THICK CONCRETE RAMP NOTES: N 5 SECTION AA 1. LOCATE EXPANSION JOINTS O 10'-0" O.C. W/ SECTION 3/4 =1 5 s 3 REBAR CONTINUOUS 10 18 � (2) SCOREUNE JOINTS EQUALLY SPACED BETWEEN I FI;FND- (TYPICAL') N _ 1. 2" X 1-1/2" TUBULAR STEEL 10• INSTALL 8" WIDE X 6" DEEP CONCRETE 2. FENCE O SOUTH PROPERTY LINE ALONG RAILROAD TRACKS TO BE 6 TOP RAIL MOWCURB UNDER FENCING WHEN 4 VINYL COATED - ALL COMPONENTS TO BE COATED COLOR TO BE I <• 2. 2" SQ. TUBULAR STEEL POSTS ADJACENT TO TURF AREA ONLY. FOREST GREEN-CONCRETE CURB IS NOT TO BE INSTALLED UNDER c0 _ ° 0 8-0 O.C. NOTES: 1 _I ( I 3. 5/8 SQ. STEEL PICKETS O , FENCE O PROPERTY LINE FENCING NEAR RAILROAD TRACKS I 4-1/2" O.C. ALL SMOOTH. SHALL BE GROUND 5'-6" 7 4. 2" X 1-1/2" TUBULAR STEEL • TREAT ALL EXPOSED SURFACES W/ 2 6 7 3 I -- BOTTOM RAIL " 6» CHAIN LINK FENCING CHAIN LINK FENCE MATERIALS I ( (" 5. FINISH GRADE. PLANTING AREA (2) COATS MOISTURE-PROOF PRIMER 8 POST SIZE FOOTING OR CONCRETE PAVING WHERE OCCURS AND (2) COATS FINISH COLOR: DUNN ° _ 12" 6. CONCRETE FOOTING EDWARDS 'CHERRY COLA' DEA 156 M - POSTS do RAILS PIPE LBT./ FTC. FTC. 7. COMPACTED SUBGRADE - ® . DIA. FT. DEPTH DIA. » STRUCTURAL CALCULATIONS BY OTHERS. _a- d .- d-- - 4°- THICKENED EDGE ABRiC-2" M 8. 5/8 SQ. STEEL PICKETS 0 2 1/2 O.C. - -- _ » » . PER SLOPE FACTOR " _c 9. 1-1/2 X 1-1/2 MID RAIL I a 6' LINE 2" 3.65 3'-3" 1 0 CHAIN LINK F " ! " , " TRUSS RODS-3/ 8"0 GALV. 5.79 - - TUBULAR STEEL FENCE AT DOG PARK $ _ 4» 3 6'6CORNER 7 8" 3' 3" 1' 6" STRETCHER BAR-1/4"x3/4" GALV. END 2 / 5.79 - NOTES: 5 8' LINE 2-1/2" 5.79 4'-6" 1'-6" 1. ALL CHAIN LINK FABRIC TO BE KNUCKLED SALVAGE TOP & BOT. SECTION BB 8' END 2-1/2" 5.79 4'-6" 1'-6" 2. POST DIA. ARE STD. NOMINAL 2 3/4"=1 ' 8' CORNER 2-1/2" 5.79 4'-6" 1'-6" * FTAC SIZE [3. TACK WELD ALL FASTENERS] I FGFND- B 10, LINE 2 1 2" 5.79 3'-9" 1'-6" I / VINYL COATED CHAINUNK FENCING- 6" I I 6" 1. CONCRETE PAVING PER PLAN CHA#4LMK FABRIC SHALL BE THERMALLY FUSED 2. BBQ PER CONSTRUCTION LEGEND r 10' END 3 1/2" 7.53 3'-9" 1'-6" COLOR 0 BD�GALVANIZED STEEL CHAIN LNIIC. _ 3• 3 MIN. STABAUZED & COMPACTED 5•_0» 16'-0" 7.58 " " POSTS, TE FRAMES ALL STEEL I 3 BECOAFTER COMPACTION. DESERT SAND 10 CORNER 3 3 9 1 6 ALL FENCE ©BE . GA 7 MINIMUM CONTINOUS WIDTH AVAILABLE FROM SOUTHWEST BOULDER PARTS SHALL BE HOT DIPPED GALV. PRIOR TO 12' LINE 5" 5.79 4' 3'-3" VINYL COATING. COLOR TO BE BLACK. 4 do STONE OR EQUAL 4 6 1 2 12' END 5" 7.53 4' I I I 4. CONCRETE FOOTING PER BBQ _- -� _ _---____ �_ _ __ -_ MANUFACTURER'S SPECIFICATIONS 3 12' CORNER 5" 7.58 4' 3'-3" 5 5. 6" X 6" CONCRETE CURB --------_--.� _ ...____�•_ _....__ _ �.,.___.____,- .�..�_ .�,____ _,__ -_-_. TOP MIDDLE 6. PLANTER AREA/TURF PER PLAN _�_ - -"_ ...,..._ - S ..,....- _._.. :..... d d .. -. .: '..: _ .; - - 1 7 8 2.72 1 • 8.3 / I i 6 t _ d __�_ 3 _ .:._, , __.. _ ; , ;.., ._, , , .. _; , . . ..: ; , ° % , , ', T1�OM RAIL � I NOTE. 20 BACKSTOP _ 9.11 7 0 1 6 _ ° d 4 0 A MAXIMUM ; : • FINISH SURFACE OF D.G. TO BE As 7 `. i i. 'g . .. .,..._ .:: . ... F 1 BELOW PAVING SURFACE. __. __. „_.- _ _..,. _..� , .. .. A. .,.. . .. : - _ 1 ( 1 , ^. .. NOTE. -I I 1=11 I(- INSTALL HOT COAL RECEPTACLE AT ALL 11 1 11 111=1 1- BARBECUE LOCATIONS. RECEPTACLE BY QUICK "� 6" =I I =III- CRETE PRODUCTS, MODEL #Q-PSHA-2842 5 » "111 Q o III=� PHONE: 951-737-6240 RAMP SECTION 3/4"=1 ' A B DECOMPOSED GRANITE AT B.B.Q LOCATIONS 9 ACCESS RAMP AT PLAY AREAS 10 C. L.F. & FOOTING SHEDULE 11 PREPARED BY: Nowtoym s�r= IN THE CITY OF PALM DESERT, CALIFORNM SHEET D��► FREEDOM PARK c D AV I D E VA N S clrr I�IbII�EER-►•m*&-oonmooa L DIAL TOU FM U z Q AN D A S S O C I AT E S I NC. 2A3 1-I1e0 -M-4133 �. CONSTRJCTION. - DETAILS . Naas � * TM 800 North Haven Avenue, Suite 300 ��,�,�,d, �As NOTM AT UUM=0 MVS a' `r Ontario California 91764 1i011 Mfi ��,��� Dl�a1�7 .Los NI�!"9R FILE NO. Boom Phone: 909.481.5750 DATE wr vewwnm � DAB /MA/&z/JA GPDXoom w�ow�o S n a Aar Or sornwr,CALOMruOR` CITY iN' PALM DESERT R E Y 15 I O N 5 GG6 NOV�Y 15, coos _ cf��u0000-�015 f 1 2 2 N 1 � � 2 2 3 0C3 LEGEND: ion E.J. E.J. _.__._.._._..___ 1. 2" SQ. 12 GA. TUBULAR STEEL FENCE POST, EVENLY SPACED FGEND: 4 = ____ ___.._ . _...__ _. __.. ______._ ___._.. __.....__ . . _.__ _._.. BETWEEN PILASTERS O 8'-0" O.C. MAX. POUR-ROC PLUMBED 3 SUDBURY SAND COLOR O 1 POST IN 12" DEEP CORE DRILLED HOLE. (REFER TO DETAIL '9' SHT. 'LC-6' 1. 1/2" RADIUS TYPICAL 3 5 '� FOR TUBULAR STEEL FENCING) .t N z 2. CAST IN PLACE WALL - SEE DETAIL '1' THIS SHEET FOR REVEAL •: 2. (4) #4 REBAR CONTINUOUS g o c� • IN FORMATION, SEE CIVIL ENGINEERS PLANS FOR STRUCTURAL CALCULATIONS. •- `' ;o�' .•.:.°:<.• 3. #4 REBAR O 36" O.C. 0 n. - J 3. SEE REVEAL DETAIL ON WALL, DETAIL '1' THIS SHEET 4 4. EXPANSION JOINT 8 = W 1 --TENNIS EQUIPMENT • O d : 2" :.. •.' : : ' ... : . �,, 5. CONCRETE PAVING N N 4 REBAR PER STRUCTURAL CALCULATIONS f a 6. WHERE OCCURS PLANTING AREA/ TURF u - I `t r 6 3 5. UNDISTURBED OR RECOMPACTED SUBGRADE PER STRUCT. SOILS • : 5 7. 90% COMPACTED SUBGRADE d - 8 = o o REPORT. No Ii - 6 %: y �.: ; , I W W 0 �- 6. ADJACENT PAVING PER PLAN. •: . .: •°. _ _ M N no _.__._ _ _ .. _-- _ _._.___.._ . . J 00 7. EXPANSION JOINT ..• 6 ' •- 4 a SECTION 7 Jm v °D v ;� `V 8. FOOTING PER STRUCTURAL ENGINEER PER U TURAL _ o w - J FGFND- CAI.CS. 0 0 0 0 I I-III-I I - 5 T .N°j�•.'" g 1. 2" X 1-1/2" TUBULAR STEEL NOTES: � w 0 �0 ' 1=1 I I=- •:••a. 2 -III-r1l . TOP RAIL • ALL SURFACES SHALL BE 'I2. 2 SQ. TUBULAR STEEL POSTS GROUND SMOOTH. Np ; = 4 . - _N - - - � SED SURFACES W 2-Ii' � TREAT ALL EXPO / O 6 3. 5/8" SQ. STEEL PICKETS O COATS MOISTURE-PROOF PRIMER AND ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER & I =I I NOTES: = I I a 4»1/2" O.C. SMOOTH. ALL TUBING - - - - - - - -�I ao 4. 2 X 1-1 2 TUBULAR STEEL (2) COATS FINISH COLOR: DUNN SUDBURY SAND COLOR I=I I :• 6 RECEIVE 2 COATS S PRIMER AND COATS T UNN EDWARDSW CHERRY CLOSED. DEA 156 -III - - - - IIt REFER TO CONSTRUCTION PLAN - - ° BOTTOM RaL EDWARDS CHERRY COLA DEA 156 - _ - - _ d _ E.J. E.J _ I I I I I I, , I I - III III III FOR DIFFERENT SEAT WALL HEIGHTS �- -I 5. FINISH GRADE. PLANTING AREA • STRUCTURAL CALCULATIONS BY OTHERS. ___.._..._ .__ _. ._. ..__..__ _.. .--- _ _ - REFER TO STRUCTURAL CALCULATIONS FOR PROPOSED RETAINING WALL MATERIAL 18" E12 ( OR CONCRETE PAVING WHERE OCCURSzFOR 24" WALL I7 6. CONCRETE FOOTING I S. COMPACTED SUBGRADE CONCRETE INSTALL 8 WIDE X 6 DEEP 2 c' 5 l J MOWCURB UNDER FENCING WHEN ADJACENT TO TURF AREA ONLY. 12" „ 1 A IN PLACE CONCRETERETAINING WALL 12 & 24 HIGH CAST IN PLACE SEAT WALL 1 TUBULAR STEEL FENCE 2 7 3 3 8'-6»# O 3" I 5' k 10 4'-3• 4'-3" I- - - - - - - - - - - -1 FGFND: 1 1. 8' CHAIN LINK FENCE 1 I F END: 00 I i 2. MIDRAIL 1. LIMIT OF PURE UNGROUND CLAY 4 0 � 3. BOTTOM RAIL ( ( = ng. I LEGEND: 2. BOLCO HOME PLATE300-AS 5 1 I ( 1. BOLCO FIRM GRIP VINYL PITCHING RUBBER 1 4. INFIELD MIX �� �� OR EQUAL NOTE: " 5. BENCH - PER CONSTRUCTION PLAN I p ( I " co 3. PURE UNGROUND RED CLAY 6" MIN.. 2'_g" ALL COURT LINES TO BE PAINTED ( I430 FGY OR EQUAL 6. 6' HIGH CHAIN LINK FENCE 6 WHITE. 2 WIDE (TYPICAL) I 11 11' I 2. LIMIT OF PURE UNDERGROUND RED CLAY 7. 4" CONCRETE PAVING, SEE FENCING DETAIL SHEET CD E.J. EXPANSION JOINT I 3. LEVEL AREA OF PITCHING MOUND " 8. CONCRETE FOOTING S.C. SCORE JOINT (SAWCUT) 4. TAPER BRICKDUST FROM 2 TO 1/4 5 6 I F GFND: 9. 4" THICK CONCRETE PAVING W/ 2 � I I 0 RUBBER MEDIUM BROOM FINISH ( 1. 1 2" THK. FELT EXP. JOINT = '� 2 10. 90% COMPACTED SUBGRADE / L - - - - - - - - J 5. PURE UNGROUND RED CLAY 3* 2 2. 4" CONCRETE PAVING PER PLAN I = 3. CONCRETE COURT, MED. BROOM FINISH d' 4. 14 BAR 0 24" BOTH WAYS 21" 18" N 5. f4 REBAR CONTINUOUS, 3 PLACES 3 6. 90% COMPACTED SUBGRADE 3 4 "' PLAN 7. SPEED DOWEL 0 24" O.C. HOME PLATE finished grade MIN. 1% 8. PLEXIPAVE SURFACING; BLUE COLOR _ SLOPE TO DRAIN F.S. �.,... . . . .. . _:::-;..•..• N 9. PLEXIPAVE SURFACING; RED COLOR _ .... .... .... F.G. io 10. PL.EAPAVE SURFACING; SUDBURY SAND COLOR N 4 9 7 SECTION 8 ' y \ 4 5 3 10 DUGOUT 4 HOME PLATE 5 TENNIS COURT PAVING 6 PITCHER'S RUBBER 7 s4'-o" LEGEND: LEGEND: 22 7 1. RUBBER SURFACING: RATED FOR REQUIRED FALL HEIGHT 4T-0" ct 47'-O" 1. CONCRETE PAVING, SEE DETAIL '1' SHT. 'LC-6' 4 2. 6" CONCRETE PLAY AREA CURB, REFER TO 8" DETAIL '6' SHT. 'LC-6' 2. #4 REBAR CONTINUOUS. TYPICAL ATJOINTS 5 1 3. 3" CONCRETE BASE 7 3. IMPACT RUBBER LAYER RATED FOR REQUIRED FALL HEIGHT 6 4. #4 HORIZONTAL REBAR CONT. AT TOP AND BOTTOM 4. 3" CONCRETE BASE 5. #4 VERTICAL REBAR AT 16" O.C. 5. 90% COMPACTED►� 1 3 6. SURFACE WEARINGSIAYERSEE DETAIL '4' SHEET / / / = 6. 90% COMPACTED SUB-GRADE 'LC-8' FOR COLORS _ ,/ / 7. 8 X 10 CONCRETE CURB - - - - - -, � � � III III II111 • .'• . : :.: � , �, .° �,t . / ,/a ,- •. .. . . " I - ( .'. • . ' 95% COMPACTION ON RUBBER SURFACING 2 /'// /'/' / %/' =1 11=1 i( III t.•. •' • _ - BE ACHIEVED BY THE FOLLOWING PROCEDURE: A. N 11=I 11=1 I • APPLY A 2 LAYER OF BASE. COMPACT WITH 3 3 3 = r ' '/' e A. i I�I I I=III III 11=1 I I=1 1=I • A COMPACTOR. \ SUDBURY SAND I I / 3 A.z , , ' /' a I III III i I I • : ° ' " COLOR / o / , = APPLY A 1/8 LAYER OF PORTLAND CEMENT 6 / _ a a s a OVER ENTIRE AREA AND WET DOWN. 5 i t =III a I I I-1 1 I-I I _I 11-I I{ i t-III-1 I I. I / NOTE: o - -_-_ - _ _ -,- • REPEAT STEPS 1 AND 2 TO OBTAIN DESIRED E.J. E.J. 11=1 11=_ _ -I I;,I I 1=1 11=1 , I , I I 3 THICKNESS. 2 ALL COURT LINES TO BE PAINTED �- -I (-I I-I 11= I=1 I I " " 10 6 4 WHITE. 2 WIDE (TYPICAL) - __ - = I I(_)I I-)I 1=1 I , 6 10" W 0 DASHED COURT LIES ARE TO BE III, I I =1 I I I I 1=1 1=1 11=1 I I- 4 m o I 6%Q ( o l s;� I �' I m O " I I=1 i t ITi I �v -� PAINTED WHITE. 2" WIDE, 16" " " " c) I ( / MARKS WITH 14 SPACES. 4 6 6 5 (TYPICAL) E. \E.J. E.J. EXPANSION JOINT I I 1 S.C. SCORE JOINT (SAWCUT) 4' t.,____ RUBBER SURFACING AT CONCRETE 9 RUBBER SURFACING AT PLAY AREA CURB 10 THREE ( I / POINT / LINE I ( \ in ` SIDE LINE---.,._ . 1 LEGE� .z t , T `} / ;f !l 10 14' 2. 4 1. CONCRETE CURB PER ENGINEER'S PLAN " 2. PAVED PARKING SURFACE PER ENGINEER'S PLAN V,' ` 3. 'C.U. STRUCTURAL SOIL' AVAILABLE FROM GAIL MATERIALS e t;; {;J ' - 88 --- 4. PARKING SURFACE BASE PER ENGINEER'S PLAN I FGEND: 14 5. TREE INSTALLATION DETAILS TREE PLAN AND NOTED f PER 4j 1. NEUTRAL ZONE MARKS - 12" WIDE BY 8" DEEP; WHITE IN COLOR 8. 1/2" THK. FELT EXP. JOINT 10 6. DECOMPOSED GRANITE (INSTALLED PER DETAIL ` 9 3" AND CONSTRUCTION LEGEND) 2. LINE SPACING MARKS - 2" WIDE BY 8" DEEP (TYP); WHITE IN COLOR 9. 4" CONCRETE PAVING I4 7. NATIVE SOIL 3. BASKETBALL POST & BACKBOARD - BY: PATTERSON WILLIAMS, OR EQUAL 10. CONCRETE COURT, MED. BROOM FINISH ' MODEL #1525-15 4 1/2" O.D. SCHEDULE 40 GALV. STL. PIPE W/ 11. #4 BAR 0 24" BOTH WAYS I I 6' OFFSET & STEEL BACKBOARD. INSTALL PER MANUFACTURER'S 12. #4 REBAR CONTINUOUS, 3 PLACES - :o'.. 4. _ 1 5 ? # RECOMMENDATIONS. (NOTE: POLE FTC. TO BE BELOW COURT SLAB). 13. 90% COMPACTED SUBGRADE 6 14. SPEED DOWEL 0 24" O.C. 2 GOAL RING & NET - BY: PATTERSON WILLIAMS, MODEL # 8131, 11 DOUBLE RING GOAL RING COMPRISED OF ONE 5/8: STEEL RING 3 1 ' & ONE 1/2" STEEL RING WELDED TOGETHER. NET IS CHAIN WITH 12 4 (S) HOOKS. AVAILABLE FROM: CSA PARK EQUIPMENT (800) 400-6402 13 2�-6» ,;;tiir: ,.. Viz. r. ,;,•*w'�;ri •4 1L 4. 5" CONCRETE PAVING W/ 13 REBAR AT 24" O.C. BOTH WAYS 5. PLEXIPAVE SURFACING, BLUE COLOR 6. PLEXIPAVE SURFACING, RED COLOR _ I I-III-III-I _ Il 7. PLEXIPAVE SURFACING, SADBURY SAND COLOR r-o" I-III-I SCALE: 1/2"=1'-0" BASKETBALL COURT 8 - STRUCTURAL SOIL AT PARKING ISLAND 11 - 12 PREPARED BY: �° IN THE CITY OF PALM DESERT, CAUFORNIA SHEET RT _ DAV i D EVA N S �,TM ,,,,� ,,�,, E`RDO�YI PARK L C DIAL TOLL FREE z -� AND ASSOC I AT ES INC. ItcM.No.°^'� 14MG 422 4133 soo Nora, Haven Av� a 30o DRAM ' scAl.E� CONSTRUCTION DETAILS . �� AT 16iAtT TWO III►ww�►s ' TM /MA/6Z1JA A5 NOTW t �� Ontario Calfornia 91764 YOU IIIN6 " ¢�„.�ea�' JOB� FILE NO. Phone: 909.481.5750 DATE dY De�uell°noN Ar�D DATA /MA/&Z/JA GPDXOol5 DATEFOR° 9mm mm or!ElriNYN CALROOM R E Y 15 I O N 5 GG6 NOV 15, 2005 CITY OF PALM DESERTS-� 18" l FGFND: SECTION AA 10 2 1 1 R" v 1 R" PRF(`.ACT CATC:N RACIN W/ V-5790 F/C GRATF - •-•--- �ti ® I FGFND: WITH GALVANIZED FINISH; AVAILABLE WM CHOCYAW PRECAST ,, OR EQUAL (TYP. OF 7) 5 9 8 � 4d 10 1. 1 1/2" PULLEY 2. NOTE: EACH CATCH BASIN WILL HOUSE FOG MODULES ;,�_ WITH 9 NOZZLES EACH. EACH MODULE WILL INCLUDE STAINLESS 10 2. MALL IRON HALF BALL CAP . . . . . _ NOZZLE - NOZZLE ADAPTER WITH 0 RING 4 :. • .. •, "R ° ' � 3. 1/2" EYE BOLT --' SEAL MOUNTED ONTO COPPER TUBE. --- ------ -•- -"- 10 '6 4 4. STANDARD GALV. STEEL; POST, 3" O.D. 3. CONNECT OUTGOING DRAIN LINE TO DRAIN SYSTEM AS DESIGNED q 1 , 3 z _ •' �• `,,�, o` .. 5 NET TIGHTENER ENGINEER'S PLAN. f 8 10 i� 1 c� 6 `s'y' `� ti N w o io '•• 4. 2Z ELECTRICAL CONDUIT WITH SWEEP ELLS FOR FLEXIBLE WATER �`\ w I I " / LINE FOR FOGGING SYSTEM. CONNECT TO PLUMBING CHASE IN Z 6. 1/2 EYE BOLT W/ ROPE FASTENER ! i g - •; _ ` ' ;r� '`� RESTROOM BUILDING 2 6 7 i B f - 'Yry' `<•- �; " 5 AIL X SHT X 10 3 5 I O i s 7 CONCRETE FOOTING '='" 'Y A CONCRETE CURBING AT MATTING EDGE PER DETAIL ' ' ' ' z 2 I I .• .., OF SAND : . . . . . . . • . 6. • �s V moo• � \\ z z = 8 15 MIN DEPTH g '6. . . .. :� ,.''� SHIP PLAY STRUCTURE AVAILABLE FROM LITTLE TIKES COMMERCIAL o ,� 9. HINGED CAP PLAY SYSTEMS - CONTACT BRUCE REILLY; PHONE (626) 914-5232 I g i _ e 4i _ I i i j 10. ANCHOR p B. . . . . . . . . . . . .._.. WILL M � ; -I I - �. . . 10 ,C ,' /' \� 11. 90% COMPACTED SUBGRADE � 'B 1 � 4HOUR ME CL(jCK REPEAT CYCLE TIMER WITH A i - 5 - < w ADJUSTABLE ON/OFF TIMES & WATER SOFTENING SYSTEM AS .I I .• i I I " _ d O NECESSARY PUMP UNIT FM-260-B310 INCLUDES EXTRA SLOW 6 `•. -" , 10 I .� g p C1 SPEED BELT DRIVEN 81 NOZZLE CAPACITY, 2.6 GPM 01000 PSI, _. _ _ _ _____._k-.._._L.l-- - -I I _ i- 4 10 g \. � ,I 7 CERAMIC PLUNGER PUMP, 3.0 HP TEFC ELECTRIC MOTOR WITH 5 ,n\ i STARTER, WATER FILTER, PRESSURE REGULATOR AND GAUGE, LOW I FGEND: 10 7 8 8 / A p B PRESSURE SWITCH, THERMAL PROTECTION FOR PUMP & MOTOR & 1. GFI RECEPTACLE, SEE ELECTRICAL 1 `:; :'4 D O PULSATION DAMPENER. SYSTEM WILL ALSO INCLUDE MEE 900-75-8 ENGINEERS PLAN = WATER HARDNESS REMOVAL SYSTEM, HIGH PRESSURE HOSES WITH 2. PAVING PER PLAN g _ c�v END FITTINGS MISC. SPARE PARTS NOZZLE REMOVAL TOOL AND 3. 3 REBAR 3 TOTAL IN COUNTER TOP �::�.•�<<.� ; �. ,r';�•r��:fa W�'.*.�� -• `�''•x...K�r � . . . . . . � ( ) 10 �': k,•. � i k ems•;;:;. ,.:•. .. r��::.2fs:�;:.�: _ C � ''` OPERATING & MAINTENANCE MANUAL. +i•aii;• i.`+sy!'°''.'a`•� lcfi'tw•,•+• ♦:Ji�s�•i�.•\ :. v`a'L.Jt.� L t�•� ni J C 7r.,.=.s:.'i':OP.t":f.``. rrr..t''':';i�` �q,:.N • tjt.;•"a !' ' • NOTE: FOGGING SYSTEM EQUIPMENT AND INSTALLATION AVAILABLE 4. 4 REBAR 12" O.C. IN COUNTER TOP 1. 1/2" RADIUS TYP. 6. 2" WHEN ADJACENT TO TURF AREA AND FLUSH � ""_ ``'�_''' " • ` . . / • . g _, , , _ - _ �� i MEE INDUSTRIES INC. PH (626) 359-4550 5. 90% COMPACTED SUBGRADE 2. #4 BARS CONT. UP ADJACENT TO CONCRETE PAVING " I I (_O I I_I I I III 1 O CONTACT: RUSS PETERSO� All 7. SPEED DOWEL #PSD 09/ #4tx 0 30 O.C. I _ 10 r B 6. EXPANSION JOINT 3. NATURAL GRAY CONCRETE CURBING .'.'.'.'. . .'.'.'.'.'.'.'.'.'. . 3 8. POURED IN PLACE RUBBER MATTING - BY SAFEGUARD OR EQUAL WHERE ADJACENT PAVING OCCURS I I. `. I I- " • • • • • ' • • ' • • • • • A SEE DETAIL '9' & '10' SHT. 'LC-7' 7. CONCRETE FOOTING AND REINFORCEMENT STL. TROWEL & LIGHT BROOM FINISH 3 1 2 PER ENGINEER'S PLAN 8. EXPANSION JOINT WHERE III ' ' I `� 2 8. TUBULAR STEEL GUARD RAIL PER TOP & CURB FACE TO 18 BELOW TOP OF CURB. _ i I_ O.D. �'-�"" AO 80% LIGHT BLUE, 10% DARKBLUE, 10% EGGSHELL • ADJACENT PAVING OCCURS " 7 • 4. WASHED PLASTER SAND ) _ 1 -4 MIN. >� u BQ 50% LIGHT BLUE, 50% DARK BLUE DETAIL 3 SHT. LC-7 7 9. NET LOCATION 1 i .'..0. . . . . . . . . �. j C 100% DARK BLUE 9. POURED IN PLACE CONCRETE WALL 5. 90% COMPACTED SUBGRADE 10. 4" x 4" RED GLAZED CERAMIC TILE (RUBY RED 121 BY AMERICAN GLEAN •'•'.'.'.'•'•' • 1 10. POURED IN PLACE CONCRETE COUNTERTOP •.'• OR EQUAL) BOUNDRY MARKER. CAST 4 1/8 x 4 1/8 x 1/2* 60% EGG SHELL, 40% LIGHT BLUE 11. 3/4" SCH 80 CONDUIT CONTINUOUS SECTION BB -� TO POWER SOURCE DEPRESSION IN CURB TO RECEIVE TILE MARKER EQ 100% BROWN KEEPERS BOOTH 1 SAND VOLLEYBALL CONCRETE CURB 2 VOLLEYBALL POST/ SLEEVE 3 FOG FOUNTAIN 4 SCORE FGEND: v 1. CONCRETE BENCH PER CONSTRUCTION LEGEND / \ h / \ t_h�!r . � I ECEND: 2 0 o O oo 0000 p 0 6 2. TRASH RECEPTACLE PER CONSTRUCTION I FCFN D: / \ 11 - ; k u�," 4 C' � �"" tsr��, " a » r r • ' o o / � fa; ' I # 1. 24 HIGH CONCRETE WALL, SEE DETAIL I SHT. LC-7 j 0 0 p LEGEND. 1 fi o I o 7 3. STAR LIGHTS SEE ELECTRICAL / , / B I "y� 2. 12 HIGH CONCRETE WALL, SEE DETAIL I SHT. LC-7 ; ' o 1. EXPANSION JOINT / 8 o a O ! !O p ENGINEERS PLAN ' 2. STARS SAND BLASTED IN CONCRETE / 3. 4" NATURAL GREY CONCRETE WITH 4. INTERLOCKING PAVER - WHITE FACEMIX 4 ,s I LEND: y h,y„ USING STAR TEMPLATE 6 O STAMPED FINISH PER CONSTRUCTION LEGEND. l ' KOBBLE FAN & KOBBLESTONE SQUARE 1 3. 4 THICK COLORED CONCRETE QUARRY RED / IJ4 `�, 4. 4" THICK NATURAL GREY CONCRETE PAVING PAVERS FOR CIRCULAR PATTERN 1. 12" CONCRETE BAND, 2 4 t BY SCOFlELD W/ CURESEAL SEMI-GLOSS. / 1 ,\ r 5. NATURAL GREY CONCRETE PER PLAN J € » / : .: . ... : . WITH SCORING PATTERN AS SHOWN r ., SEE DETAIL '2' SHT. 'LC-6' t/- 4. 4 THICK GREY CONCRETTE PAVING W/ LIGHT 5 6. INTERLOCKING PAVER - RED FACEMIX ! c BROOM FINISH. SAWCUT SCORE JOINTS PER / \ ', : : --' 5. PERMANENT SKATE EQUIPMENT, SECURE AND INSTALL 2. INTERLOCKING PAVERS r " HOLLAND II PAVER w I " / ` A s O O 1 COLOR: RED FACE MIX - 3 �= �\ t PLAN. � , .• • •, PER MANUFACTURER SPECIFICATIONS: f ` J 7. WHITE CONCRETE WITH ACID ETCH FINISH 2 2 HEXAGON PAVER \ 5. 4 THICK GREY CONCRETE W MEDIUM / '.'. . . . . . . - O / SKATEWAVE OR EQUAL / - 5 8. INTERLOCKING PAVER - WHITE W/ BLUE 3 MANUFACTURER: ACKER STONE \ SANDBLAST FINISH. SAWCUT SCORE JOINTS 8 E i 818) 735-3838 GLASS. HEXAGON PAVER. PHONE: 800 258-2353 \ -- PER PLAN \ 4 4 ( ) _........ 3 � CONTACT: MIKE TAYLOR 9. INTERLOCKING PAVER, BLUE FACE MIX 3. INTERLOCKING PAVERS 2 2 \ a' \ h 1 , i A MODEL: 142639-00-000 (1) 1 HOLLAND II PAVER. HOLLLAND OLPAVER E MIX - fit" \ , o; . . . . . . . . i _..__.- B. MODEL- 139205-00-000 (1) 10. EXPANSION JOINT O ` - 3 3 MANUFACTURER: ACKER STONE ' ,, \ s - . j p 3•'.'•'.'•' C. MODEL 142570-00-000 (2) 11. CONCRETE BAND; r ta: r i f 4 f PHONE: (800) 258-2353 f D. MODEh 140672-00-000 (1) " SEE DETAIL 2 SHT. LC-6 3 � f - 5 4. COLOR PALE BLUE FACE MIX - a �d _.ria �..,.. .I ..�.._ �'� �x ,a,:. i 1 E: MODEL 142551-00-000 (2) 11. NOTE: HOLLAND II PAVER \` `" 5-6 F. MODEL 145892-00-000 (1) PAVERS AVAILABLE FROM ACKERSTONE F 800-258-2353 5. INTERLOCKING PAVER, PALE BLUE 5 , \ ` A . . . . . . . . FACE MIX - HOLLAND II PAVER i F i G. MODEL' 145889-00-000 (1) 6. INTERLOCKING PAVER WHITE WITH 1 �� N �'' 6 •• •••••• ' 6. 4" NATURAL GRAY CONCRETE W/ LIGHT ., � KOBBLE FAN & KOBBLESTONE \ 2 i ® ® ® SQUARES FOR SEMI-CIRCULAR ,I -- 4 G :::::::::::::::• i BROOM FINISH. '+ 2' MAIN ENTRY ART FEATURE W GLASS STAR UPLIGHTS 5 DECORATIVE PAVING AT PARK ENTRIES 6 STARS 7 MODULAR SKATE PARK 8 . . . . . . . . . 3 \ . . . . . . . `1 O I f `+ ;r` R2' O 15 yr 4 � %� � ' �� ` 1 �` '� R250' ' e ' ' I_EGFND: h c � t x_ 12 7 r 1. PER CONSTRUCTION LEGEND ,E 10 2 2. TRASH RECEPTACLE PER CONSTRUCTION LEGEND. 2 r` 3. BBQ (GROUP GRILL) PER CONSTRUCTION LEGEND. \, 3 � 4. ADA PICNIC TABLES PER CONSTRUCTION LEGEND. �- 224 5. PER CONSTRUCTION LEGEND r � R95' d l \ 6. CONCRETE BENCH PER CONSTRUCTION LEGEND. O 121 7. ADA ACCESSIBLE RAMP; SEE DETAIL '10' SHT. 'LC-6' 8. PLAY EQUIPMENT; INSTALL PER MANUFACTURER SPECIFICATIONS: MODEL' ELET 14949 (1); GXY801521-37 1 ; GXY915000-37 (1); ARCHITECTURAL LIGHT ` d 6GXY\ 1 ELE400024 � �,.4 �'� ELE940002�4 ()� GXY80 421-37 (1); ELE 2 (1); ELE400019 (1); I FGFND: �t , r ELE40 R 90NYL I 1. 4" THICK NATURAL GREY CONCRETE PAVING ` /- .`• *°/ ( w 3 / '�\ 9. SWINGS; INSTALL PER MANUFACTURER SPECIFICATIONS: \ d JJ 10 MODEL 714-852-2S-2T-GREY SCORING PATTERN AS SHOWN; REFER TO CONSTRUCTION PLAN i MANUFACTURER: MIRACLE 2. LIGHTING, REFER TO ELECTRICAL PLANS / \ PHONE: (800) 264-7225 O 3. HISTORICAL KIOSK, SEE ARCHITECT'S PLAN `` /- �',^ . , - ,• t� ' 10. 12 DEPTH WOOD FIBER SURFACING / 1 / MANUFACTURER: FOREST WOOD FIBER PRODUCTS �, ' r NOTE: 12 a{ n PHONE: (909) 678-2684 REFER TO LIGHT LOCATIONS ON ELECTRICAL ENGINEERS PLANS. / -t\ / ~ , /->` •�• h / 11. CONCRETE PAVING - PER PLAN '° N19 14 / G"916 4 / '. �, / CONCRETE BASE SHALL OCCUR ONLY WHEN LIGHT FIXTURE IS � t SUPERNOVA 12. CUSTOM RADIAL TREE GRATE PER CONSTRUCTION LEGEND LOCATED ON TURF. THE SIZE OF THE CONCRETE PAD DEPENDS ON �`- n 13. DECOMPOSED GRANITE UNDER BBQ; REFER DETAIL '11' SHT. 'LC-6' THE LIGHT FIXTURE. REFER TO BOTH THE CONSTRUCTION PLAN AND ,'r f THE ELECTRICAL PLAN. r- / ` 14. CUSTOM SAIL SHADE STRUCTURE BY 'SHADE STRUCTURES' FRAME TO 1 12 BE 'TIGER DRYIAC' TGICRAL 7038 SEMIGLOSS #49/72470 FABRIC �S• ►' . d d LIGHT FIXTURE ON CONCRETE PAD (WHEN ON TURF) r COLOR "TWO TONE BLUE" 15. CUSTOM SAIL SHADE STRUCTURE BY 'SHADE STRUCTURES' FRAME TO \�;`' •, �/ /d GXY8014 r `` BE 'TIGER DRYLAC' TGICRAL 7038 SEMIGLOSS #49/72470 FABRIC f SPICA I ` D CO 'TWO TON BLUE ou�seaon /d *, ! . �� OR E ` L I: K._ SPICA 2 3 ,; } •f, s" . ,S [ j s, '� - d r k i • OF Y + tt , ELE400024 i SPINNER BOWL e t i 1t t` fI I /d O : r 10 �� �� 6 ELE400002 -t t a? v 12 RACER -______-- NOTES: REFER TO CONSTRUCTION SHEET t LC1 - LCS. • Y� I T 5 P. ELE400019 1{ "es z'^ v. t ' -:y. i a r k 6 lb' SPEEDER - \, ' S f! x t i ✓' \ F 7 \,f\ , � ♦ M1 -- 1` *fir"- ���. 12 PLAY AREA 9 BASEBALL FIELD DETAIL 11 PREP,4RED BY: APROym sy' IN THE CITY OF PALM DESERT, CALIFORNIA 5 }{ E E T DIGe-,qRT FREEDOM PARK D AV I D E VA N S OITM�I61T�R -r4ar is br.«,wooa LC -13 p J AND ASSOC I AT ES INC. n�� I-IM#U-4'33 * * RL E. No. s��ea F.W. 6-90-06 CONSTRUCTION DETAILS CW4&. NAME Sw North Havers Avenue, Suite 3W 6z✓J,� W,as NOTM AT >t �-s� �\ �r WO DAYS Ontario Calfornia 9V� v sl c .M FILE NO. sman Phow. 9M.481.Jr750 vATf ear n^1 /MP�/6Z/JA GPDX0015 adw �r of SOVfl CALNOMM R E V 1 9 1 0 N 5 GG6 N\/ 15, 2005 CITY O!' PALM DESERT GPDX0000-0415 LEGEND: 10 2 10 11 1. 4" GALVANIZED STEEL PIPE, CONCRETE 17. CMU BLOCK-GROUT SOLID ALL CELLS iv I 4 FILLED. 24" ABOVE GRADE - PAINT TO REINFORCING-PER STRUCTURAL ENGINEER MATCH GATE 18. SOLID GROUT ALL CELLS o � I ( � ( 2. 6' TALL, 8x8x16" CMU WALL. GROUT 19. CONCRETE APRON PER PLAN SOLID ALL CELLS 20. NATURAL GREY CONCRETE PAVING 3. 4x4" WOOD LATTICE ® 12" O.C. TOE uj NAIL TO BEAM 21. 2 HINGES PER GATE WELDED�N PST LACE Na 2 , 1 w 4. 6x8" BEAMS 22. 2" SQ. MID RAILS x � �•; r,,,-- I GRADE BREAK -----DE - 1'-0" 5. WALL SHOWN BEYOND 23. 2" SO. BOTTOM RAIL 6. NATURAL GREY CONCRETE 2© ! 12 " 24. CANE BOLTS WITH STEEL CANE BOLT \ - { PAVING/CURBING 4 TALLER THAN " CONCRETE PAVING IN DUMPSTER SLEEVES IN CONCRETE - 8 MIN. DEPTH III 3 STORAGE AREA. _ ��: 10 2 9 � f� 25. SLIDING CANE BOLT SECURING m ( _ � ) - r I i ) i; I _ 7. CONCRETE BASE SEE NOTE BOTH GATES 26. 1 SO. STEEL PICKETS 04 O.C. w " 8. CONCRETE FOOTING - SEE NOTE I� l� 27. 2" SQ. TOP RAIL 9. 8 IRON GATE WITH WIRE MESH ATTACHED ON INSIDE. CONTRACTOR 28. 4x4" STEEL POSTS I, '� SHALL PROVIDE SHOP DRAWINGS PRIOR I c^CR' NOTE: LEGEND: � . � •. � � M 18" , TO PURCHASE OR INSTALLATION. 1. LANDSCAPE BOULDER S SEE CONSTRUCTION TABLE LAYOUT FOR TABLE LAYOUT FOR PA PA \SEE POST 10. 6-0 TALL, 12x8x16" CMU BLOCK LEGEND). SMALL SHADE STRUCTURE LARGE SHADE STRUCTURE 1 1 ENLARGEMENT WALL - SPLIT FACE ONE SIDE. GROUT • MINIMUM THICKNESS AND (TWO TABLES) (SIX TABLES) BELOW SOLID ALL CELLS. DEPTH OF FOOTINGS, BASE, 2. 2" THK. STABILIZED FINES 3'-6" 3'-0' 4'.-0"• 4'-It 11. 2x4" BLOCKING AND REINFORCING STEEL SIZE It ItBY OTHERS. 1/4" MINUS MATERIAL 3. COMPACT SUB-GRADE SCALE: 1-1/2"=1'-0" 12. 4x4" WOOD LATTICE TOENAIL TO BEAM • ALL WOOD MEMBERS TO BE WALL p 19 OVERHEAD PLAN SCALE: 1/4"=1'-0" RESAWN DOULGAS FIR 13. 6x8" WOOD BEAM SECURE TO POST ONE COAT AND (2 ( SCALE: 1/4"=1'-0" TWO LAYOUT U T AT OVERHEAD STRUCTURES 2 WITH (1). SIMPSON BC6R POST CAP FINISH COATS. COLOR TO BE BOULDER PLACEMENT 3 TABLE WITH 5/8" LAG BOLTS PER CONNECTION DUNN ED WARDS 'RICH MOCHA' 14. 6x6" WOOD POST NOTCH TO ACCEPT DEA 159. BEAM AS SHOWN • ALL METAL HARDWARE TO 15. SIMPSON CB 66 POST BASE WITH BE GALVANIZED. 3 5/8" LAG BOLTS 14'-6" • GATE AND POSTS TO HAVE 16. POURED IN PLACE ROUNDED 2 COATS PRIMER AND 2 4 COATS FINISH PAINT. 1 MORTAR CAP = PAINT COLOR TO BE DUNN EDWARDS 'CHERRY COLA' - = - --- - DEA 156. 77 12 6" N 2 28 27 9 25 26VA 12 5 r,.... _ .. _ _ =co I 13 o0 22INS I 1 10 io I is 14 'rl 15 2" I ` 16 7 I 1 1 17 10 EL EVATIQN SIDE ELEVATION Y13 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-O" POST ENLARGEMENT SCALE: 1/2"=1'-0" 3 TRASH ENCLOSURE APPROAM 1 7 t PREPARED BY: er= IN THE CITY OF PALM DESERT, CALIFORNIA 5 H E E T Di '-E F1tELiM PARKLC _ G• 6 CITY&411 -Mm*Swoo rood .tom g DAV I D EVA N S 13 pTeu' s Q AND ASSOC I AT ES iNc. °^'T �+ 1-80"22.41 Ss a c>=. No. s,�e�, . b-so-oe CONSTR%UCTION DET>�-�cILV VAS. NAME 800 Nora► Haven Avenue, Sate 300 D1 �z/.�, �` NorE� AT UUM TO DAYS `"� ��` Ontario Ca�fornia 91764 >� ,,,m FILE No. 110m you DIG clw Ph ow 1� .� o LJ/JV GATE SY DE'5CJRIPTION f�PM VA-M /�"fA/t5Z✓.1A GPDXOUis Fm wa�aowror+ar or sawmnw c�aroa� R E V 15 I O N 5 G G06 NOV Is, 2005 CITY OF PALM DESERT OFVX0000-0015 is I , i y � IRRIGATION EQUiP1"eNT LEGEND NOTE: ALL MAINLINE TO BE 0tEGYGLED WATEW PURPLE PIPE EMITTER SCHEDULE mATER NEtm DETERMINED PER RAINBIRD LON4-VOtXW LAN WAiE NQW6ATION DE516N MAN&AND MCOLS SIEGES EVAI UATION LIST IRRIGATION SPRAY HEAD LEGEND ��`T���''`Y MODS�•��K�P���"�AS� SIZE SYM. MAW. DE'SGRIPTIDN *Ai,I r-A1_ ,F rnWTIWI_I RS A F Tn M= IMATAJ I,-M 114 A GAL5EINSE STAINLESS STEEL PEDESTAL ENCLOSURE SYMBOL PL.ANT TYPE EM/PL EMITTER FLOW COLOR MAMJFAGTURER MODEL NO. 6PD FOUQUIERIA SPLENDENS 5 2 GPH RED BOY45MITH ML"220 6b Q T H F NOZ. MANE. MODEL NO. RAD. PATTERN P51 FLAW A /XA _ _GALSENSE -_ ry ET2000e-32-5R-FL-RRe-55ER(32 STATION) ALOE SARBADEN515 I 2 6PI� RED BOWSMITH ML220 LI ® PENSTEMON PARRYI 2 I GPH BLUE BOY iMiTH ML210 LI 4' htA�ITER IN5T-Ob-GV 4' QTI�, HLF 90 .10 .13 �B ET2000e-24-5R-LR-FL-RRe-55ER-LRYA61 (24 STATIOW AGAVE PARRYI VAR. TRUNGATA I 16PH BLUE BOWSMITH ML210 OB 0 LEUGOPHYLLUM PRUIN05UM 4 2 GPH RED BOY45MITH ML220 6.4 ET2000s-40-SR-FL-RRe-55ER (40 STATION) (h n b' KNmR IN5T-o"v b' QTR,HLF 90 .10 .15 p . AGAVE VIGTORIAE RE I I GPH BLUE BOwSMiTH K-210 0.8 O FALLWA PARADOXA 2 2 &PH RED BOWSMITH ML.220 4.2 - GpJ..5ENSE ET2000s-40-5R-FL-RRa-55ER (40 STATION) O - z ET2000s--18-5R-LR--FL-ARe-55ER-L'RYA61 (46 STATION) + CAESALPINIA PULGMERRIMA 4 4PH -RED -80W5MITH �w220 bb EREMOPHILA MAGULATA VALENTINE' �5 � GPH �ED BOW5MiTH !�o 8.4 �'U n O° 'i' IN5T-Ob-GV l' QTR THIRD, HLF, FULL 90 VAR.26 .27 52 (.05 F GAJ.SENSE ET2000e-40-5R-FL-RRe (40 STATION) ♦ GALLIANDRA GALIFOR ITH ML NIGA '12 2 GPH RED BOMSM220 2.4 ,D DALEA 6R ITH ML E661 2 2 6PH RED BOWSM220 2.4 b C•� O IO' f'NAVTER IN5T-06-,V 10' OM THIRD, HLF, FULL 50 VAR Sq 55 :Iq 58 1 ACG - -Di6 -" .�a LEIT XR04 4-5TATlON SOLAR POY�ERED CONTROLLER cl HESPERALOE PARVIFLORA 1 2 GPH RED BOY45MITH MIMO 1.1 i GHRYSOnW NU5 NAU5E05U5 1 2 GPH RED BOY45MITH H 220 1.1 ET '•- --GAL5EN5E r ET 6MSE To BE PLACED W/ A GAI_5EN5E REPRESENTATIVE PRESENT A 12' HUNTER It�ST-Ob-CV 12' G�TR,THIRD,HLF,FULL 3O VAR b5 B'1 13 2b0 x LMX4PWLWM L.AEVI&ATUM 2 2 6PH RED BOY45MITH ML220 RED BOY45MITH MI_=0 2.4 2SIENNAA NEMOPHILA 2 2 6PHI w© --S#REEN TECH.-- (IBG610A-5-2 5NFD AIR COW) BOOSTER PUMP Al 4 5 i • 15' HUNTERIN5T-Ob-GV Iry QTR, TAD,HLF,FULL 50 VAR.g2 1.23 IB5 $.'10 55 PSI PRESSURE BOOST A qO GPM LOU00PHYLLUM FftnrSGEN5 'GREEN CLOUD' 2 2 GPH RED BOWSMITN ML220 4.2 NOLINA MIGROGARPA 1 2 GPH RED BOWSMITH ML220 Ib -----GREEN TECH - -(IBG615A-75-2-4/YFD/AIR COW) BOOSTER PIArIP Al C CONVOLVULU5 MAURITANIGU5 1 2 GPH RED BOY45MIT14 ML220 (b ACACIA REDOLFNS 'DESERT CARPET' 4 1 GPH BLUE BOY45MITH ML210 5.2 55 PSI PRESSURE BOOST A IqO GPM PER PLAW"- MM , -HAT. ME"i'ER :'., WATER METER TO BE INSTALLED BY G V.IW. AND LOCATED PER c AGAVE VILMORINIANA 5 2 GPH RED BOWSMITH ML220 6.6 +++++++ VERBENA SPECIES i I GPH BLUE BOWSMiTH ML210 OB ENGINEERS PLANS o GHRY5AGTINIA MEXIGANA 3 i GPH BLUE BOY45MITH ML210 2.4 BI60NIA GAPREDATA 2 2 GPH RED BOY45MITH M1_220 5.2 PER PLAN—Q - - vWATT5 SERIES 225-Hid PRE55LIRE REDUCING VALVE PER REDUCED PRESSURE SAGKFLOW PREVENTERS TO BE INSTALLED BY G.AD DALEA FRUTE-SGEN5 SIERRA NESRA' 1 2 GPH RED BOWSMITH ML220 1.1 •^-oo, GAMP515 RADIGAN5 1 2 2 GPH RED BOWSMITH ML22o 32 PER PLAN ~19.,._..,_. 0ALSENSE-BRA55 FLdW METER SIZE PER PLAN EREMOM41LA RACEMOSA 3 1 6PH BLUE BOWSMITH ML210 2.4 --mmi-I PYRO''TE61A VENU5TA 1 2 2 6114 RED Bam"TH HMO 25 PER Pt.AN_ My-_SUPERIOR MODEL 5200 NORMALLY CLOSED MASTER VALVE 5" ---►� NIBCO T-MO-Y THREE PIECE BRONZE BALL VALVE I" THRU 25"-►4 NIBGO -4660-5 BALL VALVE W/ SOCKET MELD CONNECTIONS ~` _ ' f f ------_...--- - ----------------- ------- 4" '--•-►N-v�'----�-'LEEMGO'-------SELF RESTRAINED, RESILIANT ESE &ATE VALVE tIBELL x BE - -- - - - - --- - _ _ - - ---- __ _ " ! -...,- *L�OGA' "ALL 1�OT10Rl'3' 4 ,.w.-Pm 4" PVC BUTTERFLY VALVE W/VITON SEAL S `! I I IRRIGATION ROTOR LEGEND DOO PER PLAN - `"`° -� HUNTER ICV{51ZEJ-F5-A5 REMOTE GONTRDL VALVE NV FILTER SENTRY 0Z/ k 0 0� Nt D14 E D20 594 GPH 1"D 6 RFR SYMBOL RAP MODEL. NO. NOZ FLOW P51 MAt�. _ - D13 THE D18 0 1 9.9 178 PL i 46' i-40-ADS 40 85 H#1N1'EFi ®" > HUNTER ---IGZ-101 DRIP IRRIGATION CONTROL ZONE VALVE W/FILTER AND Q PRESSURE REGULATOR ASSEMBLY NIBCO -�--'GLA-% 500 BRONZE ANGLE VALVE T 3'15-B I ,,, _ _ � � �� �, x ---, 1' 7 BU :• 1' 18 � s-, , C�C>TlT1ZOLLER b' D23 " 1-40-ADS 41 �'`"" i�� _____-------- -,. _ - r -FL-RRs Q 51 ILL 60 F�A�tfER H#JI+tTER RG QUICK GOUPI_IN6 VALVE CONTRACTOR TO PROVIDE THREE (3) 53DK % '' _ r rsnl - y D15 D16 D17 Q19 MR 1.5 91 TURF Q ' F _, Y r� - -<i~ 1 ''S5!/ r -'��p- _- -^ ,,4�7 T>l7RI r' =. ..... _ _ - - ION ` '. ,. _: 'k, r X .. f !l L.y. - "--' - QUICK COUPLER KEYS Al 5H-0 HOSE SWIVEL UPON PROJECT COMPLETION r A ( ) uZ, - _ w. . � .- �� DI�2 �, :,__..- 151 _S;Uf�f r , i ; <<-_-' "�.- 33 33 I-40-ADS 42 60 �#JPtfETt 53 12.3� /-.s--- BRA:f NO-KI1G H05E BIBS WITH MALE H05E GONNEGTIONON '";, ce --rr. ....... � r _�. � r � ,NIBGO ---QUARTER TURN ,_ c. , - -� - . titS?'f --'� ..4, �""°>'"�4 . -, � �J` - --.... :. .r` J'U� :its .-...x: x-�-•--t ^• r ::; r` ., .-s .._ ,"t." '��.. ' '(�` "7 -, rt .. �, Y ..:. ,,.....'-....- , r (,s .- ,cif ,,,. v .- ty.• �.,' } ^:t`'V. _}s � /U N t> ._..- _-• .:,,s•>.,.- l i ,,,,.r.,,� ..,'fy '�.. !"a :`,.: ..-�- ..�t� ry r !� G- �.�/ -,"" ��55 �� „ ,t `��, . � '� a, _�, l � - 5'1 I-40-AD5 43 15.1 60 F�Jt41'ER / :ff7R , >,. .«. j ,.,.,..,.i g.. '' x' is ' 'x '\- f ®® �i./ '�)� D T-Ob-CV POP-UPS. _ ( v • HNJN1'ER PGN Z5 BUBBLERS INSTALLED ON HUNTER INS _, " : .=�< ,� .:;�`• =�,'' �r, Two (� _ ,A ^, !`"•. .c : .- L 61 -n.,'" .,,St ,"-, - i "i t , ice+" ',.." , ', f w•"•-` r _ -i s+ - w, - ; '.1 \ a e'.' ....., 4 :, •" A+, -1- ,/ ..A f -.. -.-=ate •...'.`.. J' - 1'ia -t3`.,, IN SHh2tJ8 ZONE IRRIGATION DETAIL 3s INSTALL PER TREE r-� 3s 63 I-40-ADS 44 20A 60 F�NA�IT`�t } ..,,..,,,.,......,,-., .,,,.A,w.w.,,,» ; Jr ...-.,N E"- l..,,-„7 i „ A , _ O - ON HUNTER INST-Ob-Gv POP-UPS. „ : f,:..: c, l D10 "I-- F#JhiTER TWO (?a PGN 25 BUBBLERS INSTALLED �+ �- .n.r„.t:. ,.. y .,;, ,,, ,...,- ,.,m•.,cu t 1 \� ..� : "-'I 1 t I a € \ .,- '§"" - .s=- '•``. 1 � r I•V r7. �.' - I 3s 3s bb 1-40-ADS 45 22.7 60 HUNTER INSTALL PER 'TREE IN TURF ZONE' IRRIGATION DETAIL � _ err. , d `� 4 .+w.a � 1 2 �,1�3 � ..�� �''� , j 2-�` 2-� ' , ( � I n�I'' j � I ( I ., ; 'f, v1f• �p GcGraN ,. :rt� ,f. :` lz :. °" �► ,,,., _ _ 1 I-42-ADS 45 22.'t 60 HUNTER r' -:•,- AND PARKING ISLAND TREE IRRIGATION R6P 2 12-E EMITTER LINE �,�,. ,,,., .� ,.�,. _ ��� � -t i ". _ _ " �:�,�-: :.,..�,: �.�._�_ �••�_, :�: �` ,-.- ', TORO TREE WELL , .,- , ,, f-F � . �:`�.,., r.. ,,,.�' } ,-..��` � ...-- .,.:...,< ,.,. �;. ,; °•__ - ,r •���, _�, \ C) "� (�jI6H SPEED INSTALLED 3 BELLOW FINISH GRADE IN X PATTERN PER IRRIGATION DETAIL {' _ 31 31 -� - - o A5 NOTED ON PLAN '� �1 \ 31 _._ _31 _ 3t __,__-_ _ 31---_ _ ___31_ 3, _ „a_ 21 2, 2, 54 1-4C�-965-ON 15 13.2 60 HUNTER ' SGH 40 PVC, PIPE SIZE � � `� f � �` E ✓ k �` f � i `- LATERALS >; 1 �� _ �..� � ,-' , �., � . , r •="�_-�- --�- - --� -- / '-�_,'==�;------~�~ 3z ,� " � r�' :,. 31 sizE - I- TO 1-1/2- IRRIGATION MAINLINE TO BE SCH 40 PURPL"E PIPE Y'� � J } } !� � 1 I t ,��` f-._. r;� - �- " � _. � � „�....._,_ --- ram•~' � .�' ' � � � •` �',,�,r i.1� jl zz 1� 22 _ 15.2 60 HUNTER i- � �.,.r-� ^r,t-"�^� $" ._� \ __..�. y�f� • t f • ❑ O 0 5q' I-40-565-ON 18 2" TO 2-1/2" IRRIGATION MAINLINE TO BE CLASS 515 PURPLE PIPE r4` ✓' ` t`-- /�� • -1 •'j v F- _ - " �'� - . rt \ " °• " 1 ` m 23 23 23 63' 1-40-565-ON 20 Iq.1 60 HUNTER 5 AND LARGER IRRIGATION MAINLINE TO BE 6ASKETED CLASS 200 PURPLE PIPE YV/ ; {='' 1.5' 40 R''_ � '� " , / 'r� �} `�' __ i \ ,• DUCTILE IRON FITTIN66 AND .JOINT RESTRAINTS FOR ALL NON LINEAR CONNECTIONS ^ .._ 1 31 31 _ 31 - _ 31 1• _ - 35 ., r D8 . ` / 31 31 - _ ___ ___ 1 _ _ _ 32 t 2a 2a 2a 65 I-40.565-0N 23 20.4 60 PUNTER r1�, �.. <.:, � � 1° • __.. __ -- -- _ _, 31 - 31 31 - -•- ---- 3, - ____._ .-.__ 32 +' 32 4� 1 c'`s • tj, x"SLEEVE A 15" 5GH 80 - b5' 40 RFt D ° `° 32 t. -- 34 r 1" _.._�:._ 1 31 31 _ 31 V 1 1 ^ ,^ • ALL PIPES THAT GRDsf' UNDER PAVEMENT AND STRUCTURES - "� /� 1Uj�' D \ ,d" 1 t--t -- 25 25 zs 66 I-40-365-0N 25 22A 60 HUNTER ARE TO BE SLEEVED SEfERATELY PER DETAIL B�2" 5GH 80 SLEEVE ❑ O r- _ C 3" 5GH 80 SLEEVE ~' `. ` �``�- - ' D7 •' r ' ;��.- ' r' '�'"� / .--'""` ''E v � fY>„ _,...,- 2�' `�. • 28' 1 ZO-bP-ADS 2,01.A 2.1 50 1'�AdTER 32..�-' Z��� � � ./-' ROTOR PLACEMENT NOTE 31 3, 31 EMITTER 7ot�5 ARE TO BE IIRRI6ATED WITH " - \'� _ ✓ B 4 SCH 8O SL.EEVE c,< 1 32 N" /° •~ , �_ -' ROTORS ARE TO BE PLACE 5' CTT� BOYVSMITH 5L200 SERIES DRIP EMITTERS INSTALLED E b' 5GH 80 SLEEVE i 3" y'` r ` r �.- ^ ' r - , FROM PAVED 5URPACES ALONcS ,� 35 B , 0 00 53' I-20-bP-ADS 25LA 23 5o MITER ON 1/2" 5CH 80 RISER PER CITY STANDARDS c` CONTROL WIRE " r' '�, 3z THE OFFSET LINE 5HOWW ` r _ �r , � �. f�, -'� ; ❑ o0 55' - -ADS 55LA 55 50 HUNTER 810myA¢oTTm B"mm zom WeLi 5 Dwmj?+� Q b" 5Gk 80 ,F, - i - ' ; � t j I i 20-bt' STA N0. STA N0. STA N0. STA N0. 3. \ / /r f<•' rf ✓ r' I 1 PR.RATE GPH RATE PR.RATE 7W DRIP �:"`� \ / ��:r 'y_ /� / 1' 34 ,• r _� 3i �" J '-. -~� � • � ! � I ; � ;� p 3< 3a 95' I-20-6P AD5 45LA 4.4 50 HUNTER �,.., ROVV PL MAT 9� aav ,�oF PLANfs s! RAV1 PL.MAT S� F�nw tx1E 9 \ '�' \ \;• r 51 120-W-ADS 1.0 1.2 50 HUNTER 1' 3 TU •'.' ` f 3s / 31 (i. , f c 1,10 31 ' _"_ � 1,� 31 31 31 � •- \ `` % d �`, u, ��'•� � � 3z ,/ ' 'r- r � � a o 0 54' i-20-bP-ADS I5 1.6 50 HUNT'ER i SCLA11ED WATER NOTES D5 r,�,_ ke, f' � �� 3z ,Y ti / j f � l\,` 38 .... / i 33 33 33 ' - - �f r _ 36 120-20 AD5 2A 2A 50 RWER }: 1 ao 20 T10N OF THE RECYCLED WATER SYSTEM SHALL CONFORM TO � - S• THE INSTALLA �. THE RESULATION5 FOR THE CONSTRUCTION OF REGYGL.ED WATER SYSTEMS '' \ i i } x �, ` ,�',> ' i •``{`;�:"`'_ 32 `'t -,t`_�� ,�, � r''' � �`'\ 31 � r� �` '; `� •� `... � L/O W' I-20-bP ADS" 5A 2.�T 50 HUNTER i/ '\ J Y t WITHIN THE COAChEL"A VALLEY WATER DISTRICT. D4 1' 18 R� C \ f 1 /5 32 32 %' \ 'r 3a \ I ''; '` 0 � 40' 1-20-6P-ADS 55 5.4 50 HUNTER THE COAGHELLA VALLEY WATER DISTRICT SHALL BE NOTIFIED Two 0.3IH ;;' / 1 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. "D3 ^ -. \ - 32 f _ ` t\ \ �, ' 3t 1" 31 1^ C ! � O O 41' 1-20-6P-ADS 4A 4.2 50 HUNTER 1 19 TURF ALL ON-SITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON E f ' 3z \ \ t^ 3z C if � 97 0 48 1-20-6P-AD,�' bA 55 50 HUNTER PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH THE COAGHELA VALLEY WATER DISTRICTS RESULATION5 AND IRRIGATION SPECIFICATIONS. 31 t t = f i - 34 32 C 33 38 3e 45' (-.'tO-bP-ADS 8A -7b 50 HUNTER 39 ❑ O 25' 1-20-6P-ADS '1%R .'15 50 HUNTER COLORED AND STENCILED PIPE AND/OR IN TAPES SHALL BE USED ON C29 t 8 5"lH _l �. }� a / �` 3z 25' I-20-bP-ADS 155R 15 50 1'1JNTER ALL CONSTANT P'F:I:=55URE PIPING CARRYING EITHER RECYCLED OR POTABLE � �' / ,J, \ ,� WATER. 1.5' 29 t' 3z 32 �•., Q 3a ,/ 3< 3a / C28 '' r , - - HUNTER 31 37 37 37 25 120-6P AD5 5.0�.�R 5A 50 TER SYSTEM SHALL " 3�, ,i• .. ALL F'FiI;55t1RE MAINLINE PIPING FROM THE RECYCLED WA ,� _ ,,i ❑ O O BE INSTALLED TO MAINTAIN A TEN (10) FOOT MINIMUM HORIZONTAL -.� / 32 jJ �� a, , SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND ;; 1�4 / t .. 3z ,- 0 0 Q 18 I ZO-6P AD5 505R 50 50 HUNTER , . � 34 , � a • t' 3z �\ 3, ,;% �. �� 31 POTABLE WATER PRESSURE MAINLINE PIPING CROSS, THE RECYCLED WATER 32 ❑ O O 18 1-20-6P-ADS I A5R 1 A 50 HUNTER j _...-.-. PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A PVC iS 31 2U f 34 GLAS 200 PIPE SLEEVE A1,410H EXTENDS A MINIMUM OF 10 FEET ON EiTHER '3z 32 �' \ 18 I-20-bP AD5 2A5R 2A 50 HUNTER t r v; i f' 4 SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL 1. IHR / ;` _' ;< / / i , , ti` ❑ OO t CLEARANCE OF ONE (1) FOOT. 1.5" 31 t , r. �Y 36 � ALL VALVE GONERS FOR ON-SITE RECYCLED WATER SHALL BE PURPLE IN , COLOR AND HEAT BRANDED WITH THE WORD5 -RECYCLED WATER- ; 3a 34 f SC 40 PYC SLEEPING CHART f . ALL MAINLINE VALVES SHALL BE ACCESSIBLE DURING PROJECT ! 32 y DEVELOPMENT. ALL VALVE STEM TOPS HAVING OVER FOUR (4) FEET .. / i I/4" 51..EE1/E I°,4 WIRES I/2" PIPE PINNED TO T VALVE g- j r „1, -------�� -� / j' 1 1/2- SLEEVE 5-10 WIRES 5/4" PIPE ION INSTALLED AND Y HA AN EXT'�745 � ,='ARE TO RAVE !4 3z _ ! l ,.. 32 " ,' 1 i" 7 ,- / M 9 i ` t .. , _ 3a t PIPE OPERATING NUT „ - , __ _ n: / t= t � � { ��--�-� _ 2 51.EE\/E I I-20 WIRES �' v 2 I/2" SLEEVE 21-50 WIRES 1 1/4" PIPE 1 ) j/j � •; � }'' \ tr \Y T � " -may", , V M WARNING SI&N5 AND LABELS SHOULD READ 'THIS SITE IS IRRISATED,WITM � 8 SLEEVE 51-40 WIRES I I/2" PIPE RECLAIMED WATER", AND SHOULD BE IN BOTH ENGLI5H AND IN SPAN". 1^ '' t" Jh 1 ' fa 1 \ \. " SLEEVE -60 AIRES 41 " PIK 516N5 SHOULD INCLUDE THE INTERNATIONAL SYMBOL FOR DO NOT DIKINK. \ 2 , r 1. ��- 6" S EEVE -5" PIPE 516N5 WILL BE LOCATED PER LOCAL AND WATER DISTRICT 6UIDELI • ,.� ��, / 35 t 32 � " IP'E • - r r` � � ' ; z - �� � �� , ,. � ''�� � 8" SLEEVE �00+WIRES 4 PIPE i r 34 34 ` 1" 1 � 3a 32 10" SLEEVE WA " PIPE ! < 32 \ 1 t '. i " 34 31 1 1' 22 TURF t�,� •• ' •'' ' ' l i�/ `v `� 32 'd O f J, r.. 1� � f TREE 4 BUBLR 34 ` r 33 t C32 I 1' TURF DGE 34 T,.....� if f •`, \', C \ 7 ,\ ''. r'J --,,e ;/ . r.: \•�...,� �rr �� rye=:` r_-__ r----� --, �, r I • v �L / ✓' r� � vv ., v may. Av � vT ( o� -._.: 3z 34 a1 ,�.° _ � I TIO 13 } J rfi/ • 1 # / J v t �� �tt5AT4C) = , ` ,• /r��/Iy TRUC.��ON LC`sr'-5 J v 31 , `fit o L A��Cf`!N�s �� � 5 A N6 LS- � , � -___ �-__ _.t I , , • TRH r. ." 1- :. , ,Leo• ,• •. I .. I 33 0.6 MR .' \ r r1-7 15' 41 TURFv:.v.v vvA, F -� is f s t 1 ` /� �:w A:, � I� AtiV `.� •,. �� � J v .AV\ � �.v Yt`�`A\ is :,p�, �" "�-t { � _ yf. f. t J `'-\. \.� �. 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'- Rf'' q 4~ '\i I �,`>> « }� 828 GPH 31j r� 170 PL y SCALE: 1" 13.8 31 1 i � , � � TURF f r ' ) 1" ,,,,...,.,-`-�-„� ,�''_,,..�„ / � � I � � I � t li.- ._. _. � �, � ,'" ;' I � 2" 58 EEGE °f `� p �I�-20' r r., ZONE 5 `� tv �-` T 46 ETDbWdJ r . 0 10 20 40 �- t� tir+r au�avrae r A MA►TCHLINE SEE SHEET LI-2 MATCHLINE - 5E SHEET LI-2 0 N p pA p t,Ab�ob ccs NIM�PM.c ADDITION AT PWT �oVW BY, IN THE CITY OF PALM DESERT, CALIFORNIA 5 H E E T SM�PAW FREEDOM PARK D .1 GA ,-E R T �'y"� II/7ADfi ccas ® 1�.oc�oN of wac�MAINLINE _ 6 D AV I D E VA N S CITY�IV6INEER - sr'..rwlooa L I I DIAL TOLL FREE °' ANDASSOCIATES INC. PATE LANDSCAPE 1�,CE.NO. W74M Ew. 6-50-06 1-800-422-4133 800 North Haven Avenue, Suite 900 M&M WALE immIGATION. �'• MANEAT LEAST TWO DAYS � `r �" Ontario CB ore�ia �JtA` „ TED PLAN FILE NO. BEFORE YOU DIG W.� Phone 909.4M.5750 DATE �r oe�cwlarlON APP'D DATE /MA/&Z/JJA GPDX0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA] REVISIONS Iq, 2006 VA-MCiTY OF PALM DESERT GPDX0000-OOI5 " s I �, I �{ i i i i M,4TGHLI1�tE SSE SHEET LI I MATCH LINE 5� SHEET I I • PA AS 9MOWL L L II�?ICsATION SPRAY I-1E,4D LECxEND LOGA'm SPRAY FE Ts ID MqN l'IiOM V!•DK.LS° " ,��.�, .m kr ��'"lrr a� ,t.,,.�,a`�a':�s� a b�a t..w�5�'���5 r .�'t Y l �' `z :, ";. � ,�" -<a >s-r. 8 },t P� .t-,gym.. ,c. .a,. <. :ri-,3. .:, sr. ", ��"... +e,�.,,>: „�,,,r, w i r 1 - - .._ .._.._ l --.S.�", Q T H F NOZ. MANF. MODEL NO. RAD. PATTERN PSI FLOW _" __,____ I ;! 1 ` t i' + It I ; }"""'-_ _ , iw f ''' ,` }}�� 4' INST-Ob-GV 4' QTR, HL.F 50 .10 .13 ,` , ` � =t` ;t" \ 1 ! 1; , ____S I 1 \ { `r ,_I ;, ��; �. t. n �t•" -A I f € \ . \ /� 1. (> 6 FUt IN5T-O6-GV b QTR, F .F .ID .13 ' r _ jj i ; , / I I } , t 0 3s 3s r .J l I \ 10 _ f 1 1 : j..-.,... , I f 1 • ?I 7{ \ \ _.__._ ,-fir%.''" -�-4 _ .......5 t� - �'� !�` ....^•":.✓:,1. .7, 0 o IN5T-Ob-GV 7 GtTR, THRD, F�F, RJLL 90 YAR Zb Z'1 52 IA5 '� r, \ ;{ __ -_ V \ 1 �} i l ___ f t - .+"'•.� '` - t ✓ / 3 e { ]"f`- I 31 51 l - ,.�''' i' / r �µ t ; \ '`-, .___� 1 � / / _ / t ( f / � i k. 36 * n O lo' HUN TER I NST-ob-Gv w om'n'w, �, m.L SO vAR.m 55 .'7q I w / f, \ " i # /t j" ,, - r _ ___ ! -- T 4, _ . + f 1 A 4 }( f 1 r - } y I I , ) +'.� \, €{._."t I `! -i j i ; 1• , \` -/: /r /f` !' \ .\\`.` ; .. 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PURPLE PIPE / (40 STATION) 05 USED) �� F30 pR"MR ZONE? ROTORS ARE TO 8E PLACE 5' RECLAIMED WATER NOTES j .-l 1.5' 20 TURF F28 1.1"IHR. FROM PAYED 5URFAIC.ES ALONG 5YM• DE5GRIPTION *ALL GAU5EN5E CONTROLLERS ARE TO BE INSTALLED IN t M DE5GRIPTION *ALL. GAL5EN5E CONTROLLERS ARE TO BE IN5TALJ.ED IN / c r 51 TURF THE INSTALLATION OF THE RECYCLED WATER SYSTEM SHALL CONFORM TO f If ',; - THE OFFSET LINE SHOV44 A CAL5ENSE STAINLESS STEEL PEDESTAL ENCLOSURE - w_______ _. _ -.__,_i81 __. _ _ THE REGULATIONS FOR THE CONSTRUCTION OF RECYCLED WATER SYSTEMS F*° •-. ,,,,.,,-.HUNTER " - -TWO W PGN-25 BUBBLERS INSTALLED ON HUNTER INST-06-CV POP-UPS. _ __ ___ _ ___ _ _ _ _-__ WITHIN THE GOAGHELLA VALLEY WATER DISTRICT. Q 11", _ 4�,__C,AL5ENSE :,<.„,-:,, ET2000e-52-SR-FL-RRa-55ER (32 5TAT1�U INSTALL PER TREE IN SHRUB ZONE IRRIGATION DETAIL __ -' € B w-CALSETISE _,.-� E'I°2000e-24�5R-LR-FL-RRe-55ER-LRYA61 (24 STATION 91 _ _111__}�ITER ....��°THO (2) PGN-25 BUBBLERS INSTALLED ON IN5T-O6-GY POP-U105. :,. ,-, ., THE COACHEL.LA VALLEY WATER DISTRICT SHALL BE NOTIFIED TWO C .u.,� PV PL1 1 G� w £:T7.000e-40�.�R-FL-FL -55ER (40 STATION) IN5TAL1. PER `TREE IN TURF ZONE IRRIGATION DETAIL r _-.... .-,.-. ____- r i WORKING DAYS PRIOR TO THIE START OF GON5TRUGTION. r"` ,N.- T1oN i _ - _ 9 _.__. - a I /D�- GAL5EN5E --- ET2OODe-4O-SR-FL-RRe•-SSER (40 STATION) ( �� A � TOW --'-�---TREE WELL AND PARKINS ISLAND TREE IRRIoSA11ON RSP-2-12-E EMITTER LINE i � � � 1'_ IRRIGATION LI-5 � ! � - /IRRIGATION LI-I I I TID '= I 1 I?1-ANTING LP-5 : o 1 i �I E GA�L.5EF15E ET2000e-48-SR-LR-FL-RRe-S°. R-LRYA61 (48 STATIC Ufa INSTALLED 9' BELOW FINISH 6RADP IN 'X' PATTERN PER IRRI6ATI�l DETAIL TRUGTION LC­'-5; _ 5TAKIN6 L5-5 ; `-1 ALL ON-SITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON 7, �_, ;� PROJECT SHALL BE IDENTIFIED IN PANGE WITH THE COACHELA F tiCALSENISE-'---ET2000e-40-SR-FL-RRe (40 STATION) ,PLANTLN6- -I ;= ;- Q _ 00 i ` :; LATERALS SGH 40 PVC, PIPE SIZE A5 NOTED ON PLAN J GON(ST9t)CT)QN t`G-I;' x N5 N 3 -,- c _.-,� j w VALLEY WATER DISTRICT'S REGULATIONS AND IRRIGATION 5PEGIFIGATION5. CG -`� 016°•-�-�"--� L.EIT XR04 4-STATION SOLAR POHERED /' 5TAEKINI6 L'`6-I �`� 5� � -_ _ _1 I ""' "'�}- - I" TO I-I/2" IRRIGATION MAINLINE TO BE 5GH 40 PURPLE PIPE / , , GALSEN5E -�-�- ET GAUGE TO BE PLACED A/A CALSENEe I MF'RE5EWATI VE PRESENT ! '. 'y;'3 • ;x` ---t-. COLORED AND STL�IGILED PIPE ANDlOR WARNING TAPES SHALL. BE USED ON ®" 2" TO 2-I/2" IRRIGATION MAINLINE TO BE GL.A55 315 PURPLE PIPE J/f ``X x �: T n _ AL CONSTANT PRE555L RE PIPING CARRYING EITHER RECYCLED OR POTABLE 'A'© •-6REEN TECH (IBCbIOA�5•-2-5/VFD AIR CONDJ BOOSTER PUMP W/ yVp�T�" 95 P51 PFLES�.rIJRE BOO�"T A q0 GPM 3" AND LARGER IRRIGATION MAINLINE TO BE 6A5KETED CLASS 200 PURPLE PIPE Yy/ r l ;',T;�:. f r j 1t r c� - DUCTILE IRON FITT1NrG5 AND JOINT RESTRAINTS FOR ALL NON LINEAR CONNECTIONS , ., y s , _ `� I.._.�,_ �'© -SKIS=N TECH --(18G615A-'/5-2-4/VFD/AIR GO1�D) BOOSTER PUMP NV r - + N.T.OJ' . ALL PRESSURE MAINLINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL 55 PSI PRESSURE BOOST A IqO GPM IEEVE - �- ALL PIPES THAT GRO55 UNDER PAS AND STRUCTURES Q 15" BGH 80 SLEEVE 1� _ � -.1111 BE INSTALLED TO MAINTAIN A TEN (10) FOOT MINIMUM HORIZONTAL PER PLAN ll_FW�---44AT. METER- WATER METER TO BE INSTALLED BY G.V.W.D. AND LOCATED PER �s v �,.- ��, SEPARATION FROM ALL POTABLE WATER PIPING. WHERE REGYGt.ED AND EtJt51NEER'5 PLANS ARE TO BE SLEEVED LATELY PER DETAIL Q 2" 5GH 80 SLEEVE \. '� ' , N POTABLE WATER PRESSURE MAINLINE PIPING GROSS, THE RECYCLED WATER PER P�•-�"QM:-YVATTS-SERIES 225-�HP PRES URE REDUCING VALVE >��f EMITTER ZONES ARE TO BE IRRIGATED WITH 1 \\\ a �� �� T - p r 3 ' \ RI&A'�N,. IRRIGA ' LI- PIPING SHIALL 15E INSTALLED BELOW THE POTABLE WATL82 PIPING IN A PVG PER PLAN-._.. _ - BA�.� �W.� REDUCED p�L{-r�e� BAGKFLOW TO BE IN5TALLF� BY G.V.W.D BOY�ISMITH 5L200 SERIES DRIP EMITTERS INSTALLED 4 5GH 80 51.EI:"VE , +, � , - _ CLASS 200 PIPE SLEEVE WHICH EXTENDS A MINIMUM OF 10 FEET ON EITHER �_.� 11 E 6" SCH 60 SLEEVE 4 5' : � `� ' *\ �° � ' `*:���.. PLANT �`- ON I/2 5GH 80 RISER PER CITY STANDARDS ` CONS ON SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL O'�" CONTROL WIRE BLL�vE - PER PLAN GALSENISE -�--BRA55 F1AW METER SIZE PER PLAN 5 �,� 1 `\ � \ �� �� FI Lr"2 \`: ` \ 5TA LS-4 CLEARANCE OF ONE (I) FOOT. P�PLAN u.�-@--�-••-SUPERIOR -�MODE1. 3200 NORMALLY CLOSED MASTER VALVE >�'►Y�� ��� �1°I-� QF b" 5GH 60 SLEEVE x1. "`� \" � �"\ � ��� ��� " STAND. STA N0. STAND. STA ND. *\�, \i\\ �\ \" \ � , \\ �� \ \ \. - - \ {� �� , ��\ �� ++..k w,� �� \A\ 5 ►� ------- NIBGO -� - TgO-Y THIR#5: PIEGI: BRON BALL YALI/! \ \\ \\ �\ �,. \�. \� r ALL VALVE G01/E1t�� FOR ON-SITE RECYCLED WATER SHALL BE PURPLE IN " " Pa.RaaE (iPHRATE PR. \\ \ \ \\ \. \ ((s COLOR AND HEAT BRANDED WITH THE WORDS "RECYCLED WATER I THRU 25 ►� `-�,��-- NIBGO '��-�-�� 4660-5 BALL VALVE W/SOCKET WELD CONNECTIONS \�" \ \\ �� \ '` \ 11 m= S6� FLON PL MAT SRE RA9Y #OF PLANTS S� RpF PL MAT Slff TLOA LWE 4" m►N SELF RESTRAINED, RE5ILIANT Y1ED6E GATE VALVE (BELL x BELLJ yy, <y° N ' �t ..., _ _ _ __ ALL MAINLINE VALVES SHALL BE ACGE551BL-E DURING PROJECT �,.,,W.,, `' : =� °�` 4," ,.- °SPEARS 4" PVG BUTTERFLY VALVE W/VITON SEAL S � ��' ,.�,.�, ►fir '>'t � �^�, ��'" t � ,-_ __._.,_, .:., +'• � y� c OM,ht��iMarie"�AMI Md"r bM�l "OININII 1 pgpr DEVELOPMENT. ALL VALVE STEM TOPS HAVING OVER FOUR (4) FEET COVER `-r` ' __ � >R Ae1MM to�,lMAI",1 peen el..y LlMerw.nr+.+dla...r• ARE TO HAVE AN EXTENSION INSTALLED AND PINNED TO THE VALVE PER PLAN -�"'& HUNTER .•�.`�-- -IGV-{5am)-F5-A5 REMOTE CONTROL VALVE W/FILTER SENTRY i+ " ti »�«dwll am1M�M�MIpMw CM rNlg '7 I 1,r M ,�uiuullMA",Ipwd 1s ""oh~ MIL"iM,fNyYld I�R"~M OPERATING N T HUNTER�---. -1GZ-101 DRIP IRRIGATION CONTROL ZONE VALVE W/FILTER AND , ® ._w... "_ , To"% Mom., ..r...le �.I�I�.MwMll...r PRC-55L RE REGULATOR ASSEMBLY , � �', -1 Mlz��M" o�+.e ..M�.e � cvwo."a use � f1w" Oft. WARNINGS 516NS AND LABELS SHOULD READ "THIS SITE 15 IRRIGATED WITH Q _n, NIBCO -GLASS 500 BRONZE ANGLE VALVE T-5"15-B W ar>: ""'� K T� sPF.cwUsr RECLAIMED HATER', AND SHOULD BE IN BOTH EIrGL15H AND IN 5PANI5HI. THE - SC,4LE: 1"=20' HUNTER°.'.`=•'•':-�-53 DLRG QUICK COUPLING VALVE,CONTRACiTOR TO PROVIDE THREE (5) 55DK ., =- 516N5 SHOULD INCLUDE THE INTERNATIONAL SYMBOL FOR DO NOT DRINK. QUICK COUPLER KEYS W/ 5H-0 HIOSE SWIVEL- UPON PROJECT COMPLETION ',, - ., O 10 20 40 PAM Yu►,e�e► r SUPO 69M SI6N5 WILL BE LOCATED PER LOCAL AND HATER DISTRICT t5UID111NE5. f).�._.__.. NIHGO -----WARTER 1TJRNt L A-45 NO-IC(W HOW 608 M114 KALE HOSE GOWWTIONi � SERVICE DNtECii)R CV00 Fq-m• awsLgmallo r deRV c"St�aVOOR PREPARED $Y: bnbiob c4:�s ,, �'i°DmONAT '' ApFqRO1�D�` IN THE CITY OF PALM DESERT, CALIFORNIA 5 H T D I G,&, �-E R T e ,ft ON�P�,>�I�IW LI -2 i . li' DAVID EVANS ""` "� 4:11 Y EN6IN�R-trlar Ic urr•«w,on�I � DIAL TOLL FREE '` AN D A S S O C I AT E S 1 NC. °A1g 1-800-422-4133 R:r.12. . WMbq FW. b-90-06 � * 800 North Haven Avenue, Suite 3W DRAWN SCALEDL"k`'" NAN�E AT LEAST TWO DAYS '�- �� Ontario Calfornia /MA/6z/JA A5 N�T�D 1FREIRIGATION PLAN BEFORE YOU DIG ����eda DE516NED JM N FILE NO. Phone: W9.4M 5750 aAT� air vescwPnoN aA,g csz✓.!A BATE Pnxoo15 , UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA R E V 15 I O N 5 GGcS JUN 14, 2006 CITY OF PALM DESERT GPDXODOO-0015 i 4 ______ --- j FROM AV444W IRRIGATION ROTOR LECIEND DOO P►IA A SYMBOL RAID MODEL NO. NOZ# FLOW PSI MANF. (' /F�- X1 x - A11 A8 L2"M46' I-40-ADS 40 b$ 60 F�JN'i'ER J _ • � .. (��_ � �A 2' 46 TURF Q Q 4 51' 1-40-ADS 41 11.1 60 HUNTER a A14 2 7"1HR �� �.' A13 E �` Al2 A10 L R tt A9 3"1 i�ECLAIh1E12 WATER NOTES Q 59 I-40-ADS 42 12.3 G4 HUNTER - / 15" 46 F �' -_® ' 1" THE RE&uLATms rmoR THE __ h - -- f t5 - f�A - 2" 67 - x 2" THE INSTALLATION OF THE RECYCLED WATER SYSTEM SHALL CONFORM TO - - - CLED SYSTEMS --,� _ ._. _ - _ --- WITHINN THE GOAGHELLA VALLEY WATERTI DISTRIREGY Q Q 5?' I-40-ADS 48 15.1 60 Fil�t7ER - _ - - - 95 65' 1-40-ADS 44 20A 60 HUNTER ?� - r a 3^ _ , f f ,v' Q� r,.. - e� -- THE COAGHELLA VALLEY WATER DISTRICT SHALL BE NOTIFIED TWO _... __ d• �' . wORKIN6 DAYS PRIOR TO THE START OF_GON5TRUGTION. ® bb' 1-40-ADS 45 =3 60 HUNTER - • • 66' 1-42-ADS 45 22.1 60 LITER _ 1 �� • __+�,_._... • , ._. . '--�--- ALL ON-SITE RECYCLED AND POTABLE WATER PIPING INSTALLED �t -""�` i- - • r � } � • PROJECT SHALL BE IDENTIFIED tN AGGORDANGE WITH THE GO/� El.A (HIGH SPEED) ( " t" •` . • • ` • • / � _ VALLEY WATER 0151V ICTS RESUL.ATIONS AND IRRIGATION SPECIFICATIONS. s, 54' 1-40-565-ON 15 15.2 60 HUNTER }# D24 M ( U, • • r� P _ �'� E `� ,�, 5q' I-40-365-ON 18 (5 2 60 HUNTER 9" 2 UBLR I A ! • 6 ,� ''' _ __ COLORED' AND STENCILED PIPE AND/OR WARNING TAPES SHALL 8E USED ON ❑ O O a = "� ~ r '^+�'' 't ALL Wt STANT PRESSURE PIPING GARRYIN6 EITHER RECYCLED OR POTABLE x+ x, x� 65' 1-40 56S-ON 20 14.1 60 HINTER I 7 O • x q ` N g . I 1 WATER. ❑ O O � sa p p 65 1-40-565-ON 25 20.4 60 HUNTER , ALL F'F:E55UFZE MAINLINE PIPING FROM THE RECYCLED YVATER SYSTEM SHALL � Y ` •; ry BE INSTALLED TO MAINTAIN A TEN 00) FOOT MINIMUM HORIZONTAL 0 66' I 25 22.0 60 HUNTER HMV "- / 5 /� =` " SEPARATION FROM ALL POTABLE WATER PIPING. AHERE RECYCLED AND yD25yx f r } ( In POTABLE WATER PRESSURE MAINLINE PIPING GROSS,THE RECYCLED WATER 28' 120-6P--ADS 2.01.A 2.1 5O HUNTER 2" 1.5' 43 TURF ( � t ��������' � `3�'�'�s�:• • • _ i PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A PVC, x C&A55 200 PIPE SLEEVE WHICH EXTENDS A MINIMUM OF 10 FEET ON EITHER t' D26 Q.37"MR c� ���� � J � � Ms • z' , � \ ...:�>. 0 QQ 99' 1-20-6P-ADS 25LA 2.6 50 }INNER 1. 4 � 1 \ Y ? • 1 Jt SIDE Or- THE OF ONE WATER PIPING. PROVIDE A MINIMUM VERTICAL "� sRc''^�a'��v `' 1 .� �n a r n��v' • j 1 ~ r�^ .---"1 lu CLEA O ONE (I) FOOT.. Q @Q 55' 120-6P-ADS 55LA 55 50 HUNTER to , - 4 z � • • ' I -M - 92 ALL VALVE GIVERS FOR ON-SITE RECYCLED WATER SHALL BE PURPLE IN � 4 " 1" 3 TU A '` , , ❑sa 3a �a 95' 1-20-6P-ADS 45LA 4.4 50 HUNTER /"'�. { s< �� `�� r > W `� °� .. _ - I COLOR AND HEAT BRANDED WITH THE WORDr' "RECYCLED WATER" OO � � 4 � 'au-vea�31-0 vaF T • E eZ . rc' " � ; 51' 120-6P A:DS ID 12 50 HUNTER f U�.1 ALL MAINLINE VALVES SHALL � ACCESSIBLE DURING PROJECT 1 off. i � # � p �� 65 .74° FI t � `� q � L.J O� 54' 1-20-6P-ADS 15 1.6 50 HUNTER ;` / A r 66 �2tsF+ • • • T�` �- T. ALL VALVE STEM TOPS HAVING OVER FOUR f4) FIST COVER 9s /----� /.� / t° t• 1 ARE TO HAVE AN EXTENSION INSTALLED AND PINNED TO THE VALVE M Q 96' 1-20-6P-ADS 2.0 24 50 HUNTER �, � 1 I ( ,� " . \ 1 " • • A ;, t � ,- , � OPERATING NUT i� 9a 3a 58' 120-bP-ADS 9A 2.9 50 MJHC� � " ! f r �. }• /a��,Y � �,A A `\ �,....�•- t" ��` / B3 � -_ .� WARNING SIGNS AND 1.A1:3E1.5 SHOULD READ `THIS SITE 15 lRRI6ATED NTH ❑ O 117HR ' -2 ` - t NSA B6 ,' RECLAIMED WATER', AND SHOULD BE IN BOTH ENOLI5H! AND IN SPANiSH. THE a �0 40' 1-20-6P-ADS 95 5.4 50 HUNTER �' 1.5 31 RF �` , w ti°' -,, Z� • • / I .` � SI6N5 SHOULD INCLUDE THE INTERNATIONAL. SYMBOL FOR DO NOT DRIrdG. s A17 " 1t' A SI&N5 WILL BE LOCATED PER LOCAL AND WATER DISTRICT GUIDELINES. ss ss 3s 41' I?A-bP AD5 4A 4.2 50 I��R�CfER �•I�" D29 .3"MR ' 1' 9 TURFry`�� o� ��'�����. �` �. '�'y �': ,.�^� c' �;-�._ 9z - . ❑ �O x� "� o�•� Ica 3 � �� �` 4 •' MIA 3'j 2 1.5" 34 y " s z s� 37 45 I-20-6P-ADS 6A 55 50 RANTER A18 0.9 iHR A15 t D30 " A21 1 8 TURF a< xt y �� . .�� M ®O 45' 120-6P-ADS &0 7b 50 HUNTER 0.7 15' 37 0 o l i 4t r " I } 3" 3" � 1.5' 27 TU F 1' 10 A19 .,,�..�� ����� " 1.2"MR A16 704 GPH • • B1 � B7 0..,HR EMITTER �DULE WATER NIE�S DETI�NIItr1ED PER RAINBIRD LOW-VOWNE LANiMAPE W6AT10N VM6N MWAL AND l�1Gol..S 9WO EVALUATION UST a 25 12O-6P-ADS ."'15SR .75 5O HUNTER y 0 D31 _ "� t 11 -- t 11.8 Qr'� 111A ,� A 1" 6 TURF SYMBOL PLANT TYPE EM/PL EMITTER FLOW DOLOR MA�JFAGTUR£q'? MODEL NO. 6PD 25' 1-20-6P A,D5 155R 15 50 HUNTER NT'ER 1 23 GE A �� 1' � A ALOE BARBADEN515 I 2 GPH RED BOWSMITH ML220 1.1 25' 120-6P-ADS s O5R 5A 50 HINTER - _ A g B B ° A " 0 3r � � � � p � � � _ A A ;• A ..\ � AGAVE PARRYI VAR. TRUNGATA I i GPH BLUE BOYVrvM11TH Mt210 O.b Q 00 18' I20-6P-ADS 50SR 50 50 HINTER r�'• o D32 " t° - F f 3(^ - /' A , \ t t i i f I ZEE t t t 1 r E Q• AGAVE YIGTORIAE RE6INAE �� �� `" _�� .,� \\\ �r I� \\� d J I 16�°I BLUE BOYVSMITH ML210 Ob • 18 1-20-6P-ADS 1.05R 1.0 50 HUNTER -H GAESALPINIA PUL.GHERRIMA 4 2 GPH RED BOW5MiTH! ML220 6.6 m _ - -cv ^ �, • _ " 4� I A3t - ♦ GALLIAtNDRA GALIFORNIGA 2 2 GPH RED BOYV5MlTH ML220 2.4 a �O 18 I'?A-6P-ADS 2A5R 2A 50 HUNTER ••. �, ,�'� _.._--• � F y - . � A � ^ • , ` - t' 1" 23 EDGE �.<.. PARVIPLORA 1 2 GPH RED BOWSMITH M1220 1.1 88 TURF fAX TURF EDGE- ROTOR l 1GOPHI1t'LLUM LAEVI6A'ft�t 2 2 GPH RED BOY�45MITH1 ML220 2.4 `, \ ,� " t 3s t^ • H(° 1 6 ROTOR _ ___ y t A_ {__ ___ +,I 11.1 FRUTE56EN5 'GREEN CLOUD' 2 2 6PH RED BOW5MITH ML220 4.2 A2s A C GONVOLVULU5 MAURITANIGU5 1 2 MPH RED BOwSMITH ML22o 1.6 t" � TURF t (n ' C04TROLLER�" - r _ 1 5 ROTOR M2000e-?4�SR-11-RRs-M 04 STATIONI I( 1 p AGAVE VILMORINIANA 9 2 GPH RED BOWSMITH ML220 bb \/� • t • " ry - A E 04 USED)DIGITAL RADIO ANTENA A o GHRYSACTINIA MEXICANA $ 1 GPH BLUE BOASMITH ML.210 2.4 A28 331 GPH TO BE LOGATB7 ON P1GN1G _ DALEA SIERRA NE6RA' T_ t" 55 163PL STRUCTURE. INSTALLATION TO BE I 2 GPH RED BOW0MITH ML220 1.1 \ \ J I APPROVED BY�IrV..�.AR. ZONE 2 A OMMOF441LA RACEM05A 5 16PH BLUE B�MITH Mi.210 2.4 1- U i A27 (I n • �,(° t �' o TREE ..) ,..•.e_e... .._.-_.._ " / �`\ Li • ° ' ( ► I 1' 2 BUBLR / \�\ ;t 1 t t i�r i \\� t; r t i jrr - f- FOUGI<AERIA 5PLENDENS 5 2 6PH RED BOWSMiTH MI-= 6.6 • " t" p- ® M96TEMON PARRYi 2 1 MPH BLUE BOYBMITH ML.210 !.! • 1' t } ! I _ _- LELICOPHYLLUM PRUIN05UM 4 2 GPH RED BOY041TH ML220 6.4 \ Ht" - _ A B E - A E F A PARADOXA 2 2 GPH RED BOWSMITH ML220 42 � a \ A \ \ 4 i iTH ML220 1?. 19�IOPHIILA MAGIA_ATA 'VALENTINE 5 2 GPH RED BONLr3Mt • o li i tilt ''� \ \ A • ! _t�t ITH 2.4 0 2 2 GPH RED BOWSM ML220 A26 6REt5G I \ 7t � �' . � �.� 290 GPHz A . 1 8-I- �� � DAL.EA " r 1 4 274 PL i GHRY50TW4MNI5 NAUB wsus 1 2 6PH RED BOW5MITH ML= 1.1 _ J ZONE Si�iNA t�MOPHIILA 2 2 GPH RED BOW5MITH{ ML220 2.4 / \ g F �` 2° 70 3,093 SF� E I \ • , A , ! NOLINA MIGROCARPA 1 2 6PH RED BOWSMiITH ML220 1.6 i I T CARPET NTH 10 52 ACACIA REDOLENS '� BOW5M ML2 1 i • � 4 1 GPH BU1E 0 A ---- ,_ f ' +'+++++ VERBENA SPECIES I I GPH BLUE 80N5MITH ML210 0.8 \ \� I t�,. / t• • I F \�� ��r \�` 'jf , A 5160NIA GAPREDATA 2 2 GPH RED BOY�SMITH ML220 52 / \ ' ,� �� --- '' _ �i 1 -f- _� -- A - '�f - •• GAMP515 RADIGAN5 2 2 GPH RED BOYVSMITH MIMO 52 • \ ` / \ `+ I \ .. i L, , I .� �/� �... j•' �■-�- PYROr'TE61A VENISTA 2 2 GPH RED 80YVSMITH ML.220 2.5 IRRIGATION SPRAY �-iE� LECxEND * �eP�r�eAos�a•"K n�"Avw ,6 9VPft 3z rate i 3 A P5 MAtNF. MODEL NO. RAD. PATTERN Q T H F NOZ. FLOW 3s � [ 1, `� ` �l' \. \\\ • 1 ROTOR PLACEMENT NOTE ( - ! 4 RANTER IN5T-06-CV 4 G1TR, HLF 50 .10 J5 t` O • \ ! 3, ` D TURF -�-- ROTORS AM TO BE PL.AGE 5' i I ( ( - I ` ( b c) 6' HUNTER INST-O6-Gv 6' am HLF 50 .10 .15 ♦ \ \ / FROM PAYED 5Uf�AGES ALONG (_ T 54 THE OFFSET LINE SHOPIN ( I I I i ^J I• `� �, A S (? (off {o -r HUNTER IN5T-O6-GV -v Gt1R THRD, HILF,FULL 90 VAR?b m 52 1.05 i b * no O I& HUNTER (N5T-O6-GV !O' &TK THRO,HLF,flA1. 90 VAR Sq 55 .'M I W A23 ate f t ; ' A r_.�• 1 ; , ' S t L' 1• A_ - ♦ , •.` � � CJ THRD VAR 2.60 %'T._... 12 HUNTER IN5T-O6-GV 12 G�1R :�, FULL 50 .65 .8? 13 t `� • THIRD HLF FULL 90 VAR.q2 125 Ib5 5.10 ��` ' , t • �\\ / •ti'"-1" � D34 " R� 1 � �-� t � � ( "I I E I � 0 15' RANTER IN5T-Ob-,CV` 15' QTRr , \\ 31 D35 • .� s ! i �f �\ I �f \ 1 / rate _ - - 1 12 TURF E19 ^ A In 1 LI-✓ E " -' DRIP ^� } MR ? - i h r • •+ - A \ / \ . . " �LANTI N6 LP-5; i o E 1.3RK j � 1' 58 LINE 2 60 TURF I � � � t � � `� t � � l IRRIGATION LI-I � 3 \\ u � W \ \ j TRUGTION LG=5 i 1.31 t E18 E21 t 3s A g 51 TU " g 1" .1 LNTS • -� E I =L i � PLANTIh 6-NPR I;;' \ ` z r-' ;STAKING L5-5 1' 2 UBLR 1.5' 43 TURF ( 3z _ _ V tu CEO STAKI n 1Q - • 1: y A A \ b : AJ- r^� `' t"� 0 V � '' _ T. f f # rr I ( -t C �r e A r �f2 L � �Lu Ai'r... M i.,� G C C"c :;: ,LTTL: , "YI- ir-r V A 'i- 1• r, - , .[�T i� \ t .A ` �/ ..� ,`� ( 1 i i'_i c+ '4 , �• I .�• `^ .• ( '..." � --� � --.lYa,-.-^'" � ._..fir✓f A ��-2F,...-`•i ��.U,+......�.. _.k1r.-1,. .t�•'� I � `"'7.,j-` 1 `\ � 1� `'\ �I i � • ,.",,.� -__.. •- y..- ;\ ` \` ii t_ EMITT 't Y '/ ��' T i' '`-r:' 1. "!- .Y. - Y+.._ - _ '- 1 __ _" _ {OFF_.•--._- ' --- i-a... . - __'-i .. J - -- • = , • ; f , r = = 2" S E GE F \ A tAjT`(N6 LPG PLANT 1 A A o o a A 1` i \\ I r 5T3�UCrTtONvLG'''t.2 CONS ON ; E - - A _ A - ` f 1 i 4 i t A 111 i i i \ 1 5;F'ACIN6 J,F-2,% 5T LS-4 r $C�°I QYf*i gLEEV G-DIRT CCam--�-'� �E - - _ a^ _ - "- 4" t ( E A ' '� ; 114" SLEEVE I " PIPE �. ( / 1-4 WIRES 1 I/2" SLEEVE 5-10 NNRES 5/4" PIPE " SLEEVE VI 1" PIPE 2 "7L.LL�Ii. 11-20 /NR� 2 I/2" SLEEVE 21-90 WI1�E5 { I I PIPE NN11 _ w, ,:, :>x.....:. 4......,. :. n .. :.M ;,•3^ W a`k 'Y: - l'.� \f ', n..�l-1 % �. i ,- ,_ , �-<. , I �� , � � f 5" SLEEVE 91-40 w1REs I I/2 PIPE A • ' , `x-. 4" SLEEVE 41-60 WIRES 2" PIPE MATGHLiNE - SEE SHEET LI-4 MATC44LINE - SEE SHEET LI-4 T \ E A. t ( \, 6" SLEEVE bI-gq WIRES 2 1/2"�3" PIPE 4^ ! SIZE A A � � " " ;� 8 "SLEEVE 100+ WIRES 4 PIPE NOWSATI�ON EQWPI"ENT LEGEND NOTE: ALL MAINLINE TO BE ('RECYCLED WATER? PURPLE PIPE IRRIGATION EQUIPMENT LEGEND NOTE: ALL MAINLINE TO Be (RECYCL•ED WATER) PURPLE PIPE r. sx, � °. �.,. . .� .. , _ _ ' ,.._'.; � n �•,w . 10 5L.�YE N/A b" PIPE °BIZ€ �, DESCRIPTION *ALL GAL5EN5E CONTROLLERS ARE TO BE INSTALLED IN $!ZE �' "1 DESCRIPTION *ALL GALBENSE CONTROLLERS ARE TO BE INSTALLED I IRRIGATION E4UIPh1ENT LEGEND NOTE: ALL MAINLINE TO BE t''REGYGLED WATERS PURPLE PIPE (RRiCsATiON EQUIPMENT NOTE: ALL MAINLINE TO BE ('REGYGL.ED WATER PURPLE PIPE A GAL5ENSE STAINLESS STEEL PEDESTAL ENCLOSURE "-$`r"""`b"-" -' " """"' A GALSENBE--•- ET'2000e-52-SR-PL-RRe�55ER (52 STATION) PER iLM @-MTTS'`"�E' ��URE REMICINC,VALVE �� =I MAW, DESCRIPTION *ALL GALg5W CONTROLLERS ARE TO BE INSTALLED IN r,�d m zn MAW. DESCRIPTiON *ALL GALSENSE CONTROLLERS ARE TO BE INSTALLED IN r oe B -GALSENSE- ET2000&-24-SR-LR-L-RRO-SEER-LRYA61 (24 STATION) PER PLAN•---8'----BAGKFLAW•-•--REDUCED PRE55LRE BAGKFLAW TO BE INSTALLED BY G.V w.D NISCO-----QUARTER TURN BRA55 NO-KINK HOSE BIBS WITH MALE H05E CONNECTION �■SLEEVE ' C GN,.5EN5E-- -FL­RR"e�56tR(40 STATION) PER PLAN- FM'---•-GAL5EN5E----BRA55 FLAW METER 512E PER PLAN ALL PIPES THAT GR0•.�'' PAVEMENT AND STRUCTURES A 15 5GH 80 SLEEVE •._._____HUNTER TWO (2) PGN-25 BUBBLERS INSTALLED ON HUNTER iNST-06-,V POPA P5. ARE TO BE SLEEVED SEPERATEL.Y PER DETAIL g�2' 5GH 60 EVE p GALSE N5E--- ET2000e-4O-5R-FL-RRe R (40 STATION PER PLAN-@ ---SUPERIOR-MODEL 5200 NORMALLY CLOSED MASTER VALVE INSTALL PER TRH IN SHRUB ZONE IRRIGATION DETAIL C 5" 5GH w SLEEVE E CALSENSE�---' ET2000e-46-OR-LR-FL-R .O-SSM-LRYA61 (46 STATION) g' --►� NIBGO ----�T-5q0-Y THREE PIECE BRONZE BALL VALVE ��----HUNTER TWO f2) PGN-25 BUBBLERS INSTALLED ON H#ANTER IN5T-O6-GV POP-UPS. ( 1�11T1T ZONE ARE TO BE IRRIGATED WITH D64" 5CH W SLEEVE F �/ALStN�,�E a.�--�ET2000e-40-5R-FL-RRD-&-RB-SSER (40 STATION) 1" THIW1 25° N -� NIBGO 4660°-5 BALL VALVE NV c �KET YIELD GONNEGTIONS INSTALL PER l IN TURF ZONE' IRRI6ATION DETAIL NTH 5L200 SERIES DRIP EMITTERS INSTALLED O 6" � DO 5� 4 3n T10N " �.Y°''.d:., Yl A Tlw"�" Iww MNI "nNwd Nr f W 7. r�•P. CG ^--DIG•--- - LEIT XR04 4-STATION SOLAR PONERED WW ROLLER 4' --►N�-- --LEEMCO--�---SELF RESTRAINED,RESILIANT NED6E &ATE VALVE (BELL x BEELL) ON I/2 SOH 80 RISER PER CITY STANDARDS � �° owed ti....:r«».".�erd.r �.�.oMd." t. " TORO TREE YELL AND PARKIN& ISLAND TREE IRRI6ATION R&P-2-12-E EMITTER LINE WIRE SLEEVE >~ . �o.•. Men a..v --- CALSENSE•-•-�--•• ET GAUGE TO BE PLACED YV A GAL5EN5F REF MENTATIVE q� -� � . 4" P1/G BUTTERFLY VALVE NV VITON 5EAL.5 INSTALLED 9" BIa.OY�1 FINISH GRADE IN 'X' PATTERN PER IRRIGATION DETAIL �Y�T� �ITT�ZOM EMN-ats DRIPLIM Q 6' 5CH W SLEEVE , TR '"'�M� �+." `''�'"'w"of r Cey K *,O. •A�e"wt.�thl.i�Y�o Yr CVW dW w©�-•-GREEN TECH�-f IBC61OA-5-2 SIVf-'D AIR GOND) BOOSTER PUMP W/ srA na. FR RA� sTA rw. GM RATE sra Ha. PR.RATE STA N0. �DR� � � F a". «�.rN"� �� +wefif I skunk~� PER PLAN- HUNTER---�-IGV{SIZE)-FS�-AS REMOTE CONTROL VALVE NV FILTER SENTRY LATERALS 5C.H 40 PVC PIPE SIZE A5 t'10't'ED ON PLAN � - ".�"'a��"'.r',.r r. it r 6r1"M�M CVwD a"d IIeM 55 PSI PRE5561RE BOOST A g0 6PM �-� H -.�1GZ-101 DRIP IRRIGATION CONTROL ZONE VALVE W/FILTER AND - SizE - " " s� Row PLMAT s� anw �01Mrs , aow P.MAT say aow LK �_49_0-.or wood ad d�:o m• © &REEN TECH---(IBC615A y5-2-4/VFD/AIR CORP) BOOSTER PUMP W/ �� �LATOR ASSEMBLY I "TO 12-U IRRIGATION MAINLINE TO BE C4 40 PURPLE PIPE 95 P51 PRESSURE BOOT A I40 GPM �� T-3�5-B 2 TO 2-I/2 IRRI6AT10N MAINLINE TO � GLASS 515 PURPLE PIPE 5C�-E• �ti°20� PER PLAN- Mg--WAT. METER-- WATER METER TO BE INSTALLED BY G VYW. AND LOCATED PER NIBGO �-�-CLASS 300 BRONZE ANGLE V O 10 20 40 wale e+u►zeea*uw.�oa+n.o r*. n•o� D..RG !>AJ1CK -ram Y��,�,��T,� TO � �)BeDK 5" AND L.AR6ER IRRIGATION MAINLINE TO BE 6A�SlCETEb CLAM 200 PURPLE PIPE YY/ ENGINEER'S PLANS """ '-` DUGTIL.E IRON FITT IN&5 AND JOINT RESTRAINTS FOR ALL NON LINEAR CONNECTIONS QUICK COUPLER KEYS.YV/ 5HI-'O ROBE SWIVEL Ut�l PROJECT COMPLETION I III* ean�ruw• aevei.ormeoar c PREPARED $Y: 6A610, C " Q HIM BAU.PM.DA7 MONATYWT AfPPROVEWBY, IN THE CITY OF PALM DESERT, CALIFORNIA 5 H E E T SIDE OF PARK DIGA �-E R T II/7,Ob ® � ON OF me 'iAINLI'� FREEDOM PARK _ ' , DAV I D E VA N S G1TY 0011 -Mo*or.. L � 3 DIAL TOLL FREE _4 . .� GATE i ANDASSOCIATES INC. No. "84 LANDSCAPE 1 800 422 4133 * WO North Haven Avenue, 3Ute 300 VRAM SCALE IgntmIGATION DWG. NAME AT LEAST TWO DAYS S PLAN �" Ontario C Xorria 9964 IGNM A AS 1NOTEn BEFORE YOU DIG �cR W t� �`'i�° "� FILE �' <' Phone: 909"481.5750 PATE BY D�L9GRI MON APP'P PATE , M &Z/JA 0FV)00015 UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNI R E V 15 I 0 N 5 GG6 JUN 1Q, 2006 POR: CITY OF PALM DESERT Gnn 15 j . 1 / I MATCHLINE - SE SHEET LI-5 \ �`�-� I '. a ,. . _s .,.�r ,3 ,." ., c7 ".r ,,+„..S,ie»has e ,,,�,,,n�. ' :-r:,,. 7777= 'k.:: + - . 4, 33 31 " 31 31 31 31 31 35 3s 3s • MATCHL I NE - SEE SHEET L I-3 D37 p r 9a ,. 0 4 r9 ROTOR P1.ACEMENr NbT� _ .: �.. 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(� W I us;�1 I 1 ,pe •C� ty • '' « I --, ,0 ( __ r 1't s 4.1',, 4!_ , I-I 11 I I( � � 1.TIH i __ --- / A 'Ii -----. - _- 1_♦ ,� c� I ��./ ` • 1' 20 TURF 31 ' �` t ' !`s E� _ ,f I __ _ __ _ _ -_ r �� \ j ' J _ 4 "IHR t � r = i ', ...y.�� _-- --- _ 7 '�, �., \ `� ,, c� l • 1" 31 1• 7 RF s .' ` i J- � ��- T_ _ - ,��Ot � � O \� \ \+�= .a t 31 31 31 31 \ II q !t E31 /f i i A� A q ' /i I I C S t �` V ,•- i �c=�"` A \ 7 C 31 • �'v (F1, ;� 1" 18 RF i 4. \ /'y 1 I \ � 11r) , r f�- A '♦ 11 1 4 i _ ��_ t ~:` t• 1^- A E 1 IS 34 GE It A A � •__._-------` - __ - ----I----_ - - _i�WGATION EaJIPMENT LEWD NOTE: ALL MAINLINE TO 5E 0mCyC,Lw WATER) PULE PIPE \ . ( F E _ 3z ,f; 3 A / ` -� Ah ,_. A \ 1.5"MRE = ��t MA,E, DESCRIPTION *ALL GAL5EN5E CONTROLLERS ARE TO HE INSTALLED IN _, • .: E F - ` t+• a" -i- � � t" 1 TURF 1 1 O� MIN PROM Anwcetr STAINLESS STEEL PEDESTAL ENGLO�.�URE ! IV \ \/ I L-RRe-SR (92 STATION) t t" q '"� �' IRRIGATION ROTOR LE 0 PAYING, A GALSI•.rl --- ET2000e-s2•�5R-F G T �� � ON - _ _ t^ t• t ` !�_ •;s t ; 's = ;f; f t ! I i ; -_ . 's : , SYMBOL RAD MODEL NO. NOZ# FLOW PSI MANE. B �----GAL5EN5E-----ET2000e-24-SR-LR-FL-RRO-SSM-LRYACFI (24 STATION _._ _. t" : \ • • E34 " 31 � j j 4 ° `'`` `'I i I 1 I �GAL5EN5E ET2000e-40-5R-FL-•RRe-9SER (40 STATION t • 3IHR '. � il „ E 0 3t 31 4b 1-40-AD5 40 85 60 I"UNTER p 3/ 3t 3, 3t 3, t" , t 1• 25 TURF \ _ - - t i CiALSENSE'-°•"""' ET2000e-40-SR-FL-4We-55ER (40 STAT iON) �: \ L ; "I �� \ 33 I • • t_k C r \i -� _ !! -�,1 �` Q� Q 32 51' 1-40-ADS 41 11.1 60 HUNTER E �FA AL5EN5E-� ET2000e-48-5R-LR�L-RRm-55ER-LRYA61 (485TATI01�\ t, • 1 E35 TREE F-- � � -- � -_- A I � ALSENSE--ET20000-40-SR-FL-RRs (40 STATION) 33 59 1-40-ADS 42 123 60 HUNTER . ^ r 1" 10 BUF3L :__`_ I �i I i \< L !` 0 CG -~-DIG LEIT XR04 4-STATION SOLAR POYVERED CONTROLLER / B E38 PALM A E39 TURF ���/f i t 11�� q A "`t l 1 i i t t'� �,� 34 as 5'1' I-40-AD5 48 15.1 60 HJI�CI'ER ET .� 414" • " � 1' 2 BUBLR Eli - _ I 2' 42 EDGE , i O 'GaNSE-�--FT 6Adk5E TO 9E PLACED YV/A G� RE:PRESENITATIVE PRESENT 11 ,( \ � ., ;` F A 3s � 65' i-40-AD5 44 ?AA 60 HUNTER 'a'© 6RI5=N T£GH--"(18GbI0A-5-2-3/VFD AIRGOND� 800�TER PIMP YV/E40 \ O 55 PSI P�5URE BOOST A 40 GPM s ^ - - E37 0.8"MR 8"MR �'' • 2" 74 TURF 1' 24 TURF w P 6REEN TECH--(15G6I5A-'15-2-4/VFD/AIR GOND) BOOSTER PUMP VV -- bb I-40-ADS 45 22.'1 60 HUNTkt g5 p51 PRESSURE 8005T A Ia0 GPM ,�_ 3f 32 E38 1. R 3, SIZE \ �F1 .4"IHR : \ IE i OH' "' 1-42-AD'' 45 22."1 60 HUNTER Q------AA ,\ \ 2 " - S h 1.5' 37 7U 31 __ . i (416H SPEED) PER PLAN-- M T. META---- WATER METER TO BE INSTALLED BY G VJ^LD. AND LOCATED PER �, '"• I 2" 1 9 TURF -- - # ENGINEERS PLANS ♦ ♦ 1�` 2 - `' _ Jj a r I =! ❑ O 54 I-4C�-965-ON 15 15.2 60 @ -WATT5- 5ERIE5 225-W PRE55UFM REDUCING VALVE 33 33 33 33 I +� " �♦�. ' q y HUNTER PER PLAN 21 21 21 ♦` �, ¢� �, - / ! F2 " __ . - A w , A A 1 PER PLAN-- --BAGKFLOW---REDUCED PRE56URE BAGKPLOW TO BE INSTALLED BY G V W.D ;� 1��� p i • 0.8 IHR ,'�t i; f f/ y; s,I I t// i I 22 zz 22 5a I-40-365-ON 18 15.Z 60 H#UNTER t f. r� •-'-_ I I 2" 42 TURF j� \\� /;; _ + ❑ O O PER PLAN'---Q---'-'GAt.5ENSE-BRASS FLOW MBT'ER 512E PER PLAN \ j1 �\� \ ," ° ' - -�.. "�� If A 1 I-, �- -5 _-_lir.. - -- _ - � � �rv- :' i i;! ❑ � C) 65' 1-40 569-ON 20 60 HUNTER P� P�,�,.-0. SUPERIOR --MODEI. 9200 NORMALLY GLA5ED MASTER VALVE \ --_r A q - la.l I., �, v� X aI ��_ , rl�), , � _ ___ ( i 1i gr = - NOW `T-qo-Y T# P1�E BRONZE BALL VALVE `, f , z � J CONNECTIONS _� _ 0 2+ 65' I-40-365-ON 29 2O 4 60 M�ER _ i \� \\\� `,ti \� \ l_ ��+ A ,� EIS" I ✓ 1 I , -,-- _ _ _.. - - ,, 1 - 4 J1I , � I 5�.�T / ,� „ '., -r,i .. 32 __ r,' / t % \\ \ A i,', Q � 2s bb 1-40-S ON 25 =.O 60 HUNTER THRtJ 2.5-W LEEM00 5EL.F RESTRAINED, FZ51LIANT WEDGE &ATE VALVE MELL x 13� �\ �. ��� /tiii flii�l ■ o _ - - - I `' , ' q !, ; 4 --�- -SPEARS° 4 PVC. BUTTERFLY VALVE W/YITON SEALS -: 32 A __. { 31 31 a, 28 1-20-bP-ADS 2ALA 2.1 50 HUNTER SIZE I ❑ 00 !. ���`'� , _ �( � '/� F3 0 "IHR I ! PER PLAN- -----LITER IGV-(51ZE)�5-AS REMOTE CONTROL VALVE NV FILTER SENTRY '~-� I I I 32 3z 32 95 1-20-6P-ADS 25LA 2.8 50 HUNTER ', A ' o -i �` 15 29 _ !j �l ❑ OO ® HUNTER IGZ-101 DRIP IRRIGATION CONTROL ZONE VALVE NV FILTER AND • \� Vt _ r PRESSURE REGULATOR A65EMBLY F21 I • - F4 rate 1 33 33 33 95 I ZO-6P-AP SSLA 55 50 HUNTER I , � v ❑ o0 ii -•�---- NIBGO ---•GLA55 300 BRONZE ANGLE VALVE T-9"15•-B ( ! r , _ �._- HUNTER - -_ 34 �� � ,` �'- *` ____ t _ _ -1 ( , E] 3a 3~ 55' 1-20-6P-AD5 4.5L.A 4.4 50 HUNTER Q ,CONTRACTOR TO PROVIDE THREE C3) 9=3DK °•••`-•--93 DLRG QUICK GOUF'LIN6 VALVE -"' 'n �```, I I ; �; • _ I 1 F5 " `\ I r' j QUICK COUPLER KEYS YV/5H-0 HOSE SWIVEL UPON PROJECT COMPLETION 1 ( 1.5 MR I 1 I-• - ` ', 1" 9 TURF ti ! 31 1 31 Sl I-2O-6P-ADS IA 1.2 50 HUNTER A q I_� f) --�- WBGO ------GUARTC-R TURN BRA55 NO-KINK HOSE BIBB NTH M� M05E CONNECTION as h- �, `\ � `\ 1 \� � � _ �� y -� - � 31 `� � ���. / � t � / .�;I ? !t f t �l� i I I f/j S.� 3z 32 3z 54' 1-20-W-ADS 15 I.6 50 HUNTER •-�-•--•--• H LATER- --• - $� `�� •\�., `�� ,_•\, „�� ...�"`� ./ / ^'-'' `� t' s1 t 3, \� /� r\� �,, ❑ O O TWO (2) PGN 25 BUBBLERS INSTALLED ON HUNTER IN5T-06-GV POP-UPr -� ° -1 °" I j, �+ `-"`} INSTALL PER TREE IN SHRUB ZONE IRRIGATION DETAIL ti 4 ` --1 ` - - - (. t, �� ' / - a fs �i -�` --- 0 O� 56' I ZO-6P ADS 2A 2.0 50 HUNTER ❑•-- ---HfitTER-----TM PGN-25 BUBBLERS INSTALLED ON HUNTER INST-06-0V POP-UPS. \ ,� (�a \ r 3s �' -- - _ 6ATION DETAIL I I INSTALL PER "i RFE IN TURF ZONE IRRI • ! Q _ - M ®S 98 1-?A-bP-AD5 5.0 2.'T 50 HUNTER __. --.-..- 1 - '� - > t-- I y_ rate \ � i -- TORO TREE WELL. AND PARKINS ISLAND TREE IRRI&AT1ON RSP-2-12-E EMITTER LINE ___,. �1 - I f i �` 3s 3s 3s 40' I-20�P-ADS SS 5.4 50 HUNTER Gd� r I I � \� """". 1" 1 • r; i �\ ❑ O INSTALLED 9 BELOW FINISH GRAVE IN X PATTERN PER IRRIGATION DETAIL - w 3° '`33 ,. � 3a � I - rF195 rate )) /� `� ,� q s } //r I t A A j/r I I t E r a O 4t 41' 120-6P-AD5 4A 4.2 50 HUNT'ER LATERALS 5GH 40 PVC, PIPE SIZE A5 NOTED ON PLAN t _ t• ,.,e `� � '"e \ t x,. j, f , r t SIZE r - 1 31 3, t" f Ft3 �' \ -'�� O I-i/2 IRRIGATION MAINLINE TO 5E 5GH 40 PURPLE PIPE I ,I �. \> r -" • �...--•.-- t• '� �, / 1.3 rH / I .� E7 (!)in 45' 1-20-6P-ADS 6.0 55 50 HUNTER 1 T r T" -' ' _ ; w r� - 1' 12 URF - f + - 2 TO 2-i/2 IRRI6ATION MAINLINE TO BE CLA55 515 PURPLE PIPE t i 4 3e Ee 45 I?A-bP-P�D�' 8A 7.6 50 HUNTER �. I� F18 �'� " r 200 PURPLE PIPE W/ _ ®O MAINLINE TO BE 6A5KETED CLASS-4- ❑ IRRU6ATION MA NL _ " H } 1 -- 31j; �. t -'" " `" I ' N - _ ! I I DUG IRON FITTIN65 AND JOINT RESTRAINTS FOR ALL NON LINEAR CONNECTIONS _...- fi,. rr �_ X.:; r`- � , rt,r 4 1. i 1, + 1 -o --- _-__ --__. _ 35 R E5 25' 1-20-bP-ADr .-ISSR .75 50 HUNTER -_. ! f t „< / c -_ ✓ } j E e SLEEVE A " 80 I6- �, ? y \ A AND STRUCTURES 15 SGH SLEEVE _- �.: ♦ - PI THAT GRO�f UNDER PAVEMENT - ALL PIPES --"'-- / , t r,., __ `- •- '.i" \ u<,4 �..i.. .%J' 33 • .,r \, l-F 'iP, „r f `I - - ■ f t 1 r ;` ! A r 0 O 25 120-bP AD5 155R 15 50 HUNTER ARE TO 8E SLEEVED SEPERATEl..Y PER DETAIL B 2 5GH 80 SLEEVE * -_- __; 1. t, (y ems, 1 t j `,L I r i T •{ , " r ,r^ '� 1 t �•,,`�;;,, I I ``_.% �-_,,.. e,.'{ ,�G --,L, i0.A.w 1 1 :- (I `i )P . ._.�. I ( ` 1., l ..,„t t ( f •i. j I � - - C .7" .7L/fT SLEEVE - , . t Q. ��i'k _ Iry 12O-bP AD5 3.05R SA 5O HINTER v,..,y1., p, ,.•, , -1 . / - - i !1 j 37 37 37 f 1 •,- _ I1, 33J f - j ❑ O O EMITTER ZONES ARE TO BE IRRIGATED WITH p ■ ;1 r �-�,;��,J_',.',,,��, ' 1 ',, " 1 : , .. .r _ _ _ _ ALLED 4r { r Y t �_ , t ,;t . r ;�, Ira ',-!b , t !' t% , t A a �>, k _ �w___ 3s 3s 3e 18 120-6P ADr' .50.�R .50 50 1�MUI�'fER _ BOWSMITH 51.200 SERIES DRIP EMITTERS INST 80 SL.EEI/E - r, / ",- /•,: n \ ,� , I ❑ O O H O b 5GH 60 SLEEVE ; s(y 1ti , �y ; . 1 tA `, = ON 1/2 SGH 80 RISER PER CITY STANDARDS _ _ .'` ,, t' t t i a f !1 'i` x 4 v; i �1. .- E____- �._ y; �;- \ - r°? - � { 1- - IDSR IA 50 HUNTER E , i _�-_; , ,,:,,-- - __ r 1; �': `t ` r • '' �• � t- :', I � "� `� 3s 3s aR 18 20-bP AD5 CONTROL WIRE 5LCf1/E r ;., i _ _. ;1 - I ' ` \ ETlAUOe-40�5R-Fi f> ___.- " __ r.� i v ,' �' '.fPRftY/ROTORS l9�tIT�1'R ZONE EIS DRIPLIIE , - - `_, ..I l- l #,. � y :� , r.' .`�. :�. " i�i /. '$ �_�"� I _-_ _ �...,/ we /, 1 ❑ O O J -- b 5GHi 80 SLEEVE .�Y..._.-, i 31 z „ti _. ", �. f'i ... ., 1 1 t I -----,� -_ , _.___-_.._ ;+ 1� ,' t,; _.__ ` ''��, ',,� W/ET 6NJ6E SENSOR INPUT ,' '�, j _� ,r"`' ) �` ! 1 31 .� �t '�o 0 MS 18 1-20-bP-AD5 2.OSR 2A 50 HUNTER PR.RATE GPH RATE PR RATE MEE DRIP --� t r (40 STATION) (31 USED) � z y I , _ %%.-____ 'YV ` i;e > - r o SQf�Rpyy PL MAT g��R01V OF PLANES ! CRAW PL MAT S��RAW LINE 31 r11 \ � � � I �: �� !� i - - �-,: T err M �� iwY�u ��� „n ___ 11FfR _--- __,______i, _. _ _ - �yti I'IK35 e rP ,i 9 \� .' \ r' v ,1 4' /_ \ �/ i-1'lIT 1 LIB WILL -1' _-" \ 3 1v 1 ( MMl i'ROF�PAV®7-JIJRFAGFS Ir5 l3fll�1"t1 • - - -=� - �.r. _ Frz ,,_ f,, <�� (� � r ,,,__-, f`" • { ` B � ti 4 sG-I 40 PYC SLEEYIN CI4ART IRRIGATION Y * ' t: - t , RR gPRA HEAD LEGEND I,.=A'm w"Y�to _ _ - I F24 0 \1 [`+ _ _ !� i, a, t 31 • • j ,/,' B �,` _ L } � -_1• _ / Ii 3 1.31R _. " `" t I / :- ti.,_" , , I �` t• � / `. r 11 1 14 / 1 ( _ M QED.. A ._ , , ---...__._ � T Z. NO. RAD. ATT'ERN P5 FLOW _.,_ _. _. _ - r•., r,; ;, Q H F Nl0 MANE j� _-. _ 1 6 ..,H SEC-D 1:r I �' I PIPE �: � � ;t} , ,.,, ,; - ':" t _ y ,. r'� �' k + v;� I I/2 SLEEVE 5-10 WIRES 9/4 PIPE... i. l -..,.. - _.-___ , ,.. 0, s :; I v ! / -. : :r: - .° > • ,. .. t i 7: r % t _4, ..._„_.__. . , ., ... .___-.�-._ ��- Ii �� ,� - , ,; ;:r'�,!' ��, 2 5L.EEVE i1-20 WIRES I PIPE 4 HINTER IN5T- ,CV-GV 4 QTR,HLF SO .10 JS I' t _ , 3 31 35 35 i \ I r 1 -- - r _...__: I .. \ 2 I/2 51.FE1/E 21-90 WIRES I I/4 PIPE - - t4 _ t• _.r,g K !_; �. ,T1 6' HINTER INST-O6-OV 6' 01;k HLF SO .10 .15 0 _._ - _ __ -....,.,...,-.. ,a,.. _ _ ....._..-_ - ..,.,.- -.- • ....._ , "tie... \ `' a '";, � PIPE f , , _ r - , S. ,_, ,.. �]tj(r / - - ,.,, I :- ,,, �.. .., _ a3 / - 4 SLEEVE 41-60 WIRES 2 PIPE o Q THRD HLF FULL SO VAR"26 "2T 52 1.05 _ I ti 37 �, f - t.^, - t toy o '1 H1NI1'E'FZ INST-Ob-GV T T'R , _ _, r " J -..-f ! i -1 .. L >< t r- I f a 2" 47 6' 2 1/1r-3" PIPE t t --- bl�Ia WIRES i • ��� J ,':,. 4 � `'1^� �� ? j ,a;C*64�4�_z`.1_2, L.?` t a^'jt' A r i f ' `� r • • 1_,_; ,, F--- , - -- _ .�' ^ �' A ' s 8 100+ WIRES 4 PIPE b o ID HUNTER IN5T-Ob-GV 10 QTR,THRD, HLF, FULL 90 AR.3�1 53 .' 158 «..;.,.,_,.;"..�... -,ram.....,•• _�.. �._•. ., -- . - ,� - ,`� � �. � ,f �' - V u-t.. ,„. , �G-__-.4tiar- .....__'.. - r1 T"' t r ! \r'_'-F;'✓% 4@ f+. { r r - ,-_ � .,, � .� 10 SLEEVE 2 -T, + �, 1 a, • 1 _ "*� .' 6 * M a HUNTER INST-06-OV 12 QTR, THIRD,HLF, FULL 90 VAR.65 .87 19 2.60 ..,zir . v ,�j,�, " A _ - D D p S 1 . -t: �. a "�.i - �,, / , -,� ,, i • • 15' HUNTER INST-Ob-GY 15 QTR THRD,HLF,FULL SO VAR.aI2 Im 185 3.70 • �:-_--�:F j26 __.__- - F ^.; /r'^3�• k /'� EMITTER ."CI"•IEDULE WATER NEEDS DETERMINED PER RAINBIRD LOW-YOLim L+�t�I %mE IRRIGATION DESIGN MANIAC MID YrIG0t s SPECIES EVALUATION LIST - - _ _ - j , -- _. _. _ _ r _-.- _ zz:zT5 E _ 4r, 12IHR F25 1.2IHR - __� ._, _ __ f -r;' j �' f _________-- __ . " \. t 1i( \J _ - i \ Wig, �i ^� ° •r, Yl I El - 1.5 40 1 1 40 TURF TURF '-' - '~ r ---- c -- 16ATION LI --- �- .. �.. E /'• / SYMBOL PLANT TYPE EM/PL EMITTER FLOW COLOR MANUFACTURER MODEL NO 6PD � ` x` ALOE BAIRBADEN515 --'"��_-I ' _ _ '.I / .,--, -�, � ;. I 2 6PH RED BOWSMITHI ML220 ,� ,-,.�. <.,_, -.,.:. r� , �,� -. i- o` \ .t('�- � I -F- i .L!'�NTI& LP"3I o I iI f t, i _ (�\� { i is "'T`__ .#.t - - �" -�., f17 , -/ -,_ -,�>t� F8 .I-. t AGAVE PARRYI VAR. TRUNGATA i 1 6PH BLUE BOW5MITH -i�Q..210 0.8 l aRR16A ION LI -- t TWJGTION LC 5; , o l i ,;i 5'MR - , •�' �� x �. :,�,1�. �,x f ,v,,�_ 312 GPH _ _ _ _ - _ _ -- a` �. , 1.�!' ♦P TAKING LS-'✓- 00 ' > 1 9 R -- .---.- _ , , I 16PH SLUE 5�l5MITH ML210 Ob :> GONl5T1GT) DG-I, _`- - �- } �,,., i ,, ,,� v E ..}� i 1 5.2 70 P11"I", t. „__ � 1. ---_ "+ � f` a°e.�; J. t / I� p .' '� i 3 - --_--_-__ _'___-__._-J k; _- R. _ . _ ..,; �, �- , STAKING L'� I ; i��� AGAVE VIGTORJAE RE6INAE � X N -�� 0 1 I S �; s _ F15 > NRF \ � I QNE 9 `j n /: E a' �'' I � x F18 .. w / ���' --�`- 1.0"IHR '' -- ,-� �` -- € + GAESALPINIA PULGHERRIMA 2 6PH RED BOY�MITH N+ILZ20 bb / ♦ .sF X __ a - :4 _- REGL+4Ih'II=D ILIATEIZ NIOTEB _ • 1.5 27 ,E ``'- a 4" ___ �. i5; - ,; \��/ - I •..+... / 1 21 TURF .. __ .. .. - .� „" X" .._ 4� , ^-- 4 ,, "-- - `� �� •, I ♦ ORNIGA 2.4 _ -"--..,,,- '<` \•'�� F14 -. " {.'^., �---.. (r„-"- .-�_. •, 5 p •' G'"•''-i 1E 1°m! s /-.. ♦;� :. `.♦ ,: �! ' THE INSTALLATION OF THE RECYCLED WATER SYSTEM SHALL CONFORM TO 1:51HR - ` y, J f ' t �;� GALLIANDRA CALIF 2 2 6PH RED BOYV5MITH ML220 y �-„,J , ♦- v it , r �✓3 r f,� i ♦� La's 7vi ` i THE RE&ULAT1ON5 FOR THE CONSTRUCTION OF RECYCLED WATER SYSTEMS ____ 1.7 42 _,F_+� ✓� L �� ' "' , PARVIFLORA __} I 2 6PH RED 50W5MITii N�A.220 1.1 ;'' •\\ I '; '1 TT MAC WITHIN THE COAGHELIA VALLEY WAT52 DISTRICT. `' _____ _ - �`'' F13 E L F12 E<' ` ��4-` \, 1 X LAEVI&ATUM 2 2 6PH RED BOWSMITH ML220 2.4 k I��: / ; I 1 :\ 4 N.T.5. ~` UBLR '. /t� 1 8 ��l9LR: t - 1 I r 1 ! o -~ FRUTESGENS 6RE1:N CLOUD 2 2 6PH RED BOYVSMITH ML220 4Z ,' ♦\ ` \ s THE GOA1�.f EL1.A VALLEY WATER DISTRICT 5HiALL BE NOTIFIED 1 YV0 I- ` I: ) I {'.._�� � _ «� ,\ �• \ WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. _� . \\ ` \\\ \` ` ��.,R`` �' i - C GONVOLVULU5 N+tAUR1TAINIGU5 I 2 6PH RED 80YV5NIITH ML220 Ib w♦ t_ ��\\ \ � \ \: { �` ` �} „ `v� v �svv v��� `. , ", "�) ALL ON-51TE RECYCLED AND POTABLE WATER PIPM INSTALLED ON .,_Q k '� - G AGAVE VILMORINIANA 5 2 6PH RED BOW5MITH ML220 bb \ V \\ ,.�PPLL..A TlN6 LP' ♦�� �' GONSTZF�l16TION,�L�.4� V`v;� �� 'IV o v PROJECT SHALL BE IDENTIFIED IN A ZORDANCE WITH THE COACHEL.A � ` ti I' a I _ r' o GHRYSAGTINIA MEXICANA :�\ _ I-_ 11 VALLEY WATER DISTRICTS REGULATIONS AND IRRI6ATION SPECIFICATIONS. .� •__ :�� ^ 9 16PH BLUE BOY MITH ML210 2.4 9, AKIN&LS-2, �� T � ` �� ,�,�_•�, 4` ( 1 ,% � �d � DALEA FRUTEWEN5 'SIERRA NESRA' I 2 6PH RED 50W5MITH ML.220 I.1 i ------ \L ` \\ ` \�\�� ���,` __ COLORED AND STENCILED PIPE AND/OR WARNING TAPES 5HIALL BE USED ON 4 \ \\ \ \\ \ \ ' " y �, `'`-�__ ,-'It", `` `-'�j "� -• M�� `( 4 \ 1 \��ti \ \` '`\�`\ �, `ion k` ALL CONSTANT P"FIE56URE PIPING CARRYING EITHER RECYCLED OR POTABLE e� ~ "" } �,. EREMOPHILA RAGEM05A 9 16PH BLUE BOWSMITH ML210 2. WATER. ''`� �` ,��' ` '� f �j \ :\- / FOUQl11ERIA 5PLENIDEN5 5 2 6PH RED BOW5MITH ML220 6.6 r•\' �\.. W_ X11 11. ALL PRESSURE MAINLINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL. � ;, \ ,-� �� � ® PENSTEMON PARRYI 2 1 6PH BLUE BOV49MITH ML210 IJ � � ` � ,- - _ , ,. `� \ \ \� \ \ BE INSTALLED TO MAINTAIN A TEN (10) FOOT MINIMUM HORIZONTAL `~`� `��, \ `%;�`~ LEUGOPHYLLUM PRUIN05UM 4 2 6PH RED BOW5MITH ML220 6.4 `., y SEPARATION FROM ALL POTABLE WATER PIPING. YVFERE RECYCLED AND \ ,\ POTABLE WATER PRESSURE MAINLINE PIPING CROSS, THE RECYCLED WATER ` , � `-- � ��� �` � � O FALLUOIA PARADOXA 2 2 6PH RED BONSMIT'H ML220 4.2 � .;y:,-,� PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A PVC, \ ��' \ ``_ ♦ \, ` . �� \ ERIvIOPHILA MACULATA VALENTINE' 5 2 6PH RED BOW5MITH ML220 6.4 y , CLASS 200 PIPE SLEEVE WHICH EXTENDS A MINIMUM OF 10 FEET ON EITHER \\ `Qj SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL ��\ \\ ti� DALEA 6RC�c561 2 2 6PH RED BOW5MITH ML220 2.4 ti ; CLEARANCE OF ONE (I) FOOT. v\ - v �tI i GIY50THAMI�X' NPd15E .�1J5 1 2 6PH RFD BOY�SMITH ML220 Li `� •• ALL VALVE COVERS FOR ON-51TE RECYCLED WATER SHALL BE PURPLE IN �'` `�`� n COLOR AND HEAT BRANDED WITH THE WORDS "RECYCLED WATER" 5ENNA NEMOPHILA 2 2 &PH RED BONUMITH ML220 2.4 i v NOLINA MICROCARPA 1 2 6PH RED BOWSMITH ML220 ib .., ALL MAINLINE VALVES SHALL BE ACCESSIBLE DURING PROJECT DEVELOPMENT. ALL VALVE STEM TOPS HAVING OVER FOUR (4) FEET COVER ACACIA REDOLENS 'DESERT CARPET' 4 1 6PH SLUE BOY45MITH ML210 5.2 w a tt1.»t+•�•t..t � a. .t�.r tr w. r otrebt ti weerrerrr Irw rNrtrr tttlr>•. OhWrn t. ARE TO HAVE AN EXTENSION INSTALLED AND PINNED TO THE VALVE � tt� tr..�t��«a '�'° � + SPECIES I 16PH SLUE 50W5MITH ML210 0.6 T R 1 5:; a1.rr� �ow.�N.r.s1 rr CM.toff OPERATIN6 NUT - ti k ' -.+-�ror. ►►....=.�.ar.as �«.oaall.kwwo..a 5160NIA GAPREDATA 2 2 6PH RED BOWSMITH ML220 5.2 «.yaw.����� �tr o1�e t� €' lerr rrR M K IrrldN rl CYwD and 1=1 WARNING 516N5 AND LABELS SHOULD READ "THIS 51TE 15 IRRIGATED WITH �K �womw� ���� RECLAIMED WATER', AND SHOULD BE IN BOTH ENSLI5H AND IN SPANISH. THE ^a�-�-- GAMP515 RADIGANS 2 2 6PH RFD BOYV,MITH ML220 5.2 SCALE: V=201 SIGNS SHOULD INCLUDE THE INTERNATIONAL SYMBOL FOR DO NOT DRINK. . -a --- PYROr'TE61A VENI�'TA 2 2 6PH RED BOMMIT14 HMO 25 O 10 20 40 "in wTM r 0144aa war«r�nevl•ae 516t5 YWU BE LOCATED PER LOC,RL AN12 WA'�DISTRWT 6LIID€LINE5. PREPARED BY: bn� Q ADI�moN AT r�r �'' IN THE CITY OF PALM DESERT, CALIFORNIA 5 H Ir T D I GAL-E R T °` E�w ;r IiCi�06 ® , „ON POG MNIN.IPE FREEDOM PARK g 6 DAV I D E VA N S CITY ENbINEER-, �r"..rlwooa LI - 4 DIAL TOLL FREE '� ANDASSOCIATES INC. �No. I t> 8LANDSCA 1-800-422-4133 . NAME AT LEAST TWO DAYS \�* Irm 800 North Haven Avenue, Suite 300 6� WALEAS �,� Ontario California 91764 R2=1GATION. PLAN BEFORE YOU DIG �t►Q,I coo 1�L5161�'V Jos Nut FILE NO. . r� Phone: WGIA 1.5750 cA, vr.�c4dPnoN VA-MI z/J�A �� PVx00l5 UNDERGROUND SERVICE ALERT OF SOUTHERN t:AL1FORNIA R E V I S I O N S GC.6 JXUN 19, 2006 CITY OF PALM DESERT GPDX0000-0015 : . . I i ; � : . . ; . i . . I y� ,,I ; I I I: �. { ... ___.__ _-___ --_ - 'i I - y'I RECLAAIMP WATER NOTES t„ v /j} IRRIGcATION NOTES IRE _ ,c_ ._ I. IT 15 THE INTENT OF THESE DRAYIUNG5 TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION THE INSTALLATION OF THE RECYCLED WATER SYSTEM SHALL C� TO A7 0.5 " 98 pH -- � � W _ - -�_ - SYSTEM GIVING, FULL GOV.fRASE AND READY FOR USE BY THE OWNER. THE DRAWIN65 ARE THE RESULATION5 FOR THE CONSTRUCTION OF RECYCLED WATER SYSTEMS _- - �7- - 66 r 82 V 8.3 `BASED ON LANDSCAPE AND ~11IN6 DRAMN65 IN EFFECT AT THE TIME THESE ORAWIN65 WITHIN THE COAC.HEL LA VALLEY WATER DISTRICT. � " � �- f�,. f A3 � { � WERE MADE. ANY DISGREPANGIES, OMI5610N5,ERRORS,ETC. ON THESE DRAWINGS OR ON - f 1 ,� - AG, 1.21/H Zt9N / �, ! ��" r 66 TURF r 66 TURF: CONTRACTOR of HIS 1�,E5PONSIBILITY THE GOA,GHELLA VALLEY WATER DISTRICT SHALL BE NOTIFIED TWO Myw 4 r RELIEVE THE ,ry_ - 4, 11 ti ITE CkIANt5E5 DO NOT AND SHALL NOT REL f Y INS DAYS PRIOR TO THE START OF CONSTRUCTION. - WORK ARY THE CONTRACTOR MAY INHERE _ SI•IOWAd. IF NECESSARY,SYSTEM AS ,1.E1'E ., . .. TO PROVIDE A COMP - -Ww,_ _c�--1 F F - i OCCUR, ADD OR DELETE SPRINKLERS,REROUTE PIPE,ETC. TO ASSURE ADEQUATE _ _ ALL ON-SITE RECYCLED AND POTABLE 1.__ WATER PIPING INSTALLED ON `T � � 3• �,. � ���-� ` ��- �-- � ..._� � ,. I't \ 3" Ef�000s-"JZ-IR-9R-F1.-111�^'18ER 5 3' AND FULL GCSE PROJECT SHALL BE IDENTIFIED IN AC 4RDANGE WITH THE GOAGHELA ( I i _ I \ cat . 3" .._ _+ f i _:= -_ - t3Z STATION) t$I USED 2. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRE55URE5 ON 51TE PRIOR TO CONSTRUCTION. - � _.... t VALLEY WATER DISTRICT'S REGULATIONS AND IRRIGATION SPEOIFIGATIONS. r L . L. _ �. '��-_ � �' -'' j #' - r -- � y� - "F F I �--- I I° S. CONTRACTOR SHALL INSTALL CHECK VALVES IN ALL HEADS IN WHICH LAW HEAD DRAINAGE �- __._.__ - - - 1 C� 0 I CKrGURs. COLORED AND STENCILED PIPE AND/OR WARNtN6 TAPES SHALL BE USED ON �� - - - - - - � �V - � � .� - - - - _�_.. 36 . 4. LOCATE ALL VALVE BOXES IN 5HRIJB AREAS WHEN POSSIBLE. VALVE BOXES IN SHRUB AREAS ALL CONSTANT PRE55M PIPING CARRYINkS EITHER RECYCLED OR POTABLE - ___- __ IRR-MV lr I ARE TO 8E TAN. VALVE BOXES IN'TURF ARE TO BE 6RI=EN. WATER. 3^ f _ _ 4 _ • • _ 2.5' ^9(i l�- ii 2' LO'.A C)PI PE 5. IRRIGATION SYSTEM IS STRICTLY DIA6RAMMATIG,THEREFORE,CONTRACTOR MUST MAKE N6 THE REGYG WATER SYSTEM SHALL 3^ --` " - - ----- `- E °+ "'t �' III #LINE Iu. f1L.J.. PRESSURE MAINLINE, FROM LED 1 R ( 1 STANDARD' ADJJ5TN1ENT5 IN THE FIELD TO INSURE ADM ATE G�C>vIERASE BE INSTALLED TO MAINTAIN A TEN (!O) FOOT MININUArt HORIZONTAL i i I 6. IRRIGATION SYSTEM SHALL CONE-ORM TO STATE AND LOCAL CODES. SEPARATION FROM ALL POTABLE WATER PIPING. V44M RECYCLED AND ?. ALL SHRUBBERY-TYPE HEADS ADJACENT TO WALKS SHALL. BE INSTALLED A5 LOW A5 POTABLE WATER PRESSURE MAINLINE PIPINS GR055, THE RECYCLED WATER � _� �� �- ___ � I __. _ __ __ �. 3' I PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A PVC, �-- I " NECESSARY TO PREVENT ANY DAMAGE TO IRRIGATION SYSTEM. ('n I GLASS 200 PIPE SLEEVE WHICH EXTEN05 A MINIMUM OF 10 FEET ON EITHER 1 i / __ €� 1 ," I 6. THE SYSTEM SHALL BE FULLY 6UARAN ll"I FOR A PERIOD OF ONE YEAR ANY DEFECTIVE SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL _'T/ � ;/ 11 I I A w MATERIAL OR POOR YVOF2KMAN5!^IIP SHALL BE REPL.AGED OR CORRECTED BY THE II I6- CLEARANCE OF ONE (I) FOOT. � � / T � I ATION CONTRACTOR AT NO G05T TO THE OYVhER. 1 PA'CAf YVI IT N - Al CGV MUNITY Q. 120 VOLT EL.EGTRIGAL POKER OUTLET FOR CONTROLLERS SHALL 8E PROVIDED A5 NOTED. ALL VALVE COVERS FOR ON-SITE RECYCLED WATER SHALL PURPLE IN TREES IRRIGATION CONTRACTOR SHALL 8E RESPONSIBLE FOR MAKING HOOK-AP FROM OUTLET TO COLOR AND HEAT BRANDED WITH THE WORDS "RECYCLED WI4TER" CONTROLLER. ALL MAINLINE VALVES SHALL. BE ACCE551SL.E DURING PROJECT i 3" REGULATOR Io. ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE COPPER OF e14 DIRECT 1 `- , BURIAL. USE BLACK FOR PILOT,WHITE FOR COMMON. INSTALL. IN COMMON TRENCH WITH MAINDEVELOPMENT. ALL VALVE STEM TOPS HAVING OVER FOUR (4) FEET COVER 25 PSI HAVE AN EXTENSION INSTALLED AND PINNED TO THE VALVE "_ f ^ I _ - - �v �� \ �i 1T To k ARE TO HIA � � 'yq' r � � '� LINE PIPING, MWERE POSSIBLE. OPERATING NUT CONTROL WIRE NOTE -•� }`°\ `` ^ II I INSTALL TWO (2) EXTRA CONTROL WIRES PER EACH CONTROL WIRE BRANCH FROM THE WARNING SIGNS AND LAr8EL5 SHOULD READ 'THIS SITE 15 IRRIGATED WITH = � ( /� TER VALVE CONTROL WIRES ARE RECLAIMED WATER" AND SHOULD BE IN BOTH EN6LI5H AND IN SPANISH. THE MMUMTY CONTROLLER TO THE FURTHEST VALVE. FLOW � AND MASTER TO BE RED AND BLUE FOR THE FLAW SENSOR AND ORANGE AND 6REF�t FOR THE MASTER VALVE. SIGNS SHOULD INCLUDE THE INTERNATIONAL SYMBOL FOR DO NOT DRINK. // / .' B19 TURF 1f -9 'EN 516N5 WILL BE LOCATED PER L"OGA , AND WATER DISTRICT GUIDELINES. • ' If 25 EDGE j II 1 BEDS i II. PROVIDE MINIMUM 16N COVER OVER ALL PRESSURE MAIN LINE PIPING,AND 12' OVER ALL j / ✓ ! w ___... h I ., 11 I I LATERAL. LINE PIPING. ALL PIPE UNDER PAVED AREAS 15 TO BE INSTALLED , / I IN A PVC, SGH. 40 SLEEVE WITH 36" MIN. COVER. SLEEVE LOCATIONS TO BE A5 SHOt"M ON32 I I 5/4" "ABLE wAT� •! ABOVE DIMEN510N5. - I I '�, 2' 46 TURF I I I LOCO PQ?GYY . PLANS. CITY DEPTH REQUIREMENTS FOR PIPE SUPERGEDE ALL THE - - 1• 1 f r 817 I f {I 12. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXI1vAJM r Y A5 MUCH A5 POSSIBLE. of � r� , f 10- ( I �� / = - r I i y f E AND TO PREVENT OVER5PRAi / I' .\\\ 1 r. 0� 11 I V 4 f j x 13. DO NOT WILLFULLY INSTALL THE SYSTEM A5 DESIGNED WHEN IT 15 OBVIOUS IN THE FIELD I � � 1 � , / �. THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCESEXIST THAT V4 3M NOT KNOM • DURING THE DE516N PROCESS. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF 3e THE OY�I�ER'S AUTHORIZED REP OTHERWISE,THE IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. ' 1 1 0 l I zs zs 'I /�l APPROXIMATE LOCATION FOR 14. FINAL LOCATION OF AUTOMATIC,CONTROLLER AND THE BAGKFLAW PREVENTER SHALL BE zs zs I DETERMINED BY OWNERS AUTHORIZED TENTATIVE AND/OR LANDSCAPE ARGHITEGT. • •' / 3. /� r I ! POINT OF GONi�GTbFt 15. FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO q j i • I OVERSPRAY ONTO WALKS AND A5 MUCH A5 POSSIBLE. °- IIA 16. POLYETHYLINE PIPE TO BE BURIED NO DEC-PER THAN 4" BELOW SURFACE. •�J 11. LOCATION OF P"O.G. 15 ONLY DIA6RAMATIG. LOCATION MUST BE VERIFIED IN FIELD. - ,, �' f I �`; I �` l ?,� 2' LOG PER 18. IN ADDITION TO THE -s SHOWN ON THE PLAN,THE IRRIGATION CONTRACTOR SHALL ,_1 _.6 �..... j � ,.\`�� �•:: .� LINE MA BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLAVES OF SUFFICIENT SIZE UNDER j�j i " r 33 I - - - - � g 1 ft I , t 5 ALL PAYED AREAS PRIOR TO PAYING UPON APPROVAL OF THE OWNER`S REF IF r • -T '�~ P REQUIRED TO OPERATE SYSTEMS. ` 1 `�. 1 1 I s. 4 .� a' FM My l FEEDER BETWEEN POINT OF CONIEGT10 METER AND BAGKFL"OW PREVENTER TO IQ. MAINLINEN. ��� � � •. � / Bts T RF MATERIAL A5 REQUIRED BY GOAGHELLA VALLEY WATER DISTRICT. / 1S 31 SPRAY BE OF AL N^ N III •.- ,� / o'_--- I 1 TIA I 1 Pressure Loss Calculation 1 r r • 3s I Client Name: City of Palm Desert •, - . - y -- 3s •- t T Project Name: Freedom Park • _ _ --- - - - - 1 _ . PC7C#A jl I! ,�,.--� .. a" 1 , j r� -•-_�_. I � " E � '° ��, � Y� I Domestic/Recycled: Domestic _-_ r - ' 3 _ - 1 I'OC Elevation: 1,020 ft. 69 1.17'(HR 610 -4.21"/HR B11 0.59"/HR ( B12 TRE : B13 TURF B14 1.21"MR B15 0.59"/HR /f 1 �- 1 9 r 69 TURF r ss RF Hill n/a r 0 1 r 66 TURF BU I r 56 EDG I \ 1 14 TURF 1 3 + � I Static Pressure: 90 psi Water Source&Phone#: I Date: ? I I ij Valve Station No.: A-22 I I Valve Flow Rate: 70 gpm { x { I Highest Elevation Served. 1;023 ft. 7- Equipment - - - i Size Flow Length 1 Qty. PSI Loss Water Meter 3 in. 90 m N/A 2.0 psi l 1 , Backflow Preventer 2 in. 90 m N/A 12.0 psi Basket Strainer n/a N/A MIN MOM A014ZENT Mainline PVC 3 in. 90 m 1.192 ft. 10.4 psi EMITTER SCHEDULE WATER Nt�DS DETERMINED PER RAImm LOW-VOLUME L*VWAPE W6AT�N DESIGN WMAL AND KWL.5 SPECIES EVALUATION LIST IRRIGATION ROTOR LEGEND BOO AID. IRRIGATION EQUIPMENT LEW10 NOTE. ALL MAINLINE TO BE (RECYCLED Al PURPLE PIPE IRRIGATION SPRAY HEAD LEGENp *���Y HEJiDb la•Ih411r n:ont�Avieo?lURFAC�9 As s♦iorw I Mainline PVC SYMBOL PLANT TYPE EMAOL EMITTER FLAW DOLOR MANUFACTURER MODEL NO. 6PD SYN+BOL RAD MIODEL. NO. NDZs FLOW P51 MANE. `,tl� GYM. MANE• DE5GRIPT10N *ALL GAL5EN5E CONTROLLERS ARE TO BE INSTALLS IN Q T H F NOZ. MANE. MODEL NO. ROD. PATTERN P51 FLOW A CALSENSE STAINLESS STEEL PEDESTAL ENCLOSURE Mainline Galy.M e ALAS BA,RBADEN815 I 2 6PH RED BOWSMITH ML220 LI , 31 3, 31 60 HINTER t 4 HUNTER INST-O6-GV 4 HLF JO .10 .13 46 I-40-ADS 40 85 A -F -RRe-,55Ef? 2 STATION) QTR Master Valve 2 in. 90 m N/A 2.s psi pJ..SEFBE --- ET2000e-32-�5R L (3 Did AGAVE PARRYI VAR. T14MATA I 16PH BLUE BOWSMITH ML210 Ob Flow Meter 1 1/2 in. 90 m N/A o.5 psi 51 1-40-ADS 41 III 6O HUNTER 6 ---G�--F I?2000e-24-SR-LR-FL-RRe-55ER-LRYA61 (24 STATION) O AGAVE VICTORIAE RESINAE I I MPH BLUE BOW5MITH ML210 0.6 M O O GAL"SENSE--- ET2000e-40-SR-FL-�RRe-56ER (40 5TAT101� b C� 6' HUNTER INST-O6-Gv 6' GtTR, HLF 90 .lo .Is Gate Valve 3 in. 90 m 2 2.0 psi ®Q 58' 1-40-ADS 42 12s D ��CAL5E `NSE�--�" ET2000e-40-5R-FL-RRe-SSER(40 STATION) (b Cod Uo T HUNTER INST-Ol T' GtTR THRD,HL.F, FULL 5o VAR?b m .52 IAm Remote Control Valve 2 in. 70 m N/A 3.1 psi + GAESALPINIA PULC.HERRIMA 4 2 6PH RED BOWSMITH HMO 6b �i E 1 --GAL.5E1+L5E,....�...ET2000e-48-SR-LR-FL-RRe-55�.�i-LRYA61 (48 STATION Lateral Line VARIES VARIES VARIES 4.0 psi GALLIANDRA CALIFORNICA 2 2 MPH RED BOWSMITH HMO 2.4 Q Q 5'T' 1-�401 43 15.1 60 HUNTER �F /-A�CAL5ENSE �..•�,•ET20000-40-SR.-FL-+R e*-6-R5-SSER (40 STATION) � � n O 10' HINTER IN5T-O6-GV 10' QTt�, THRD, HfL.F, FULL 90 VAR.3q 53 ,'1Q 158 Fittings Estimate10% N/A NIA N/A 3.7 psi HESPERALOE PARVIFLORA 1 2 6PH RED BOWSMITH ML220 1.1 3s 0 63' 1-40-ADS 44 20.0 60 NUTTER CG LEIT XRO4 4-STATION SOLAR PONIED CONTROLLER b � � � 12- HINTER INST-O6-GY 12' QTR, THIRD, H LF,FULL 50 VAR b5 .61 15 2bo GAL5ENl5E ET GAUGE TO BE PLACED W/A GA�L.�5E R��ENTATIYE PRESENT Elevation Change 1.3 psi x UWCOPHYL.LUM LAEVI6ATUM 2 2 6P'H RED BOY45MITH ML220 2.4 , ®� 66 I-40-AD5 45 22.'7 60 HINTER + � � � 15 HUNTER INST-O6-GV 15 GtTR, 'rf'IRD, HN-F,FI1LI- 90 VAR.a2 1.23 1.85 5.'10 Pressure Rol to Operate Heads 60.0 psi BOVISMITH ML220 42 'A'© •-GREEN TECH. (I HG6IOA-5-3-3NFD AIR COl BOOSTER PUMP YV F'R�J�TE5GEN5 'GREEN CLOUD 2 2 6F'H RED � , Required 101.5 psi ® 66 1-42-AP 45 22•1 60 HUNTER 55 PSI PRESSURE BOOST A qO 6PM Total Pressure eq p v©� -6REEN TECH-•--(IBG615A-'15-2-4/VFD/AIR COW) BOOSTER PUMP NV C GONYOLVULUS MA!URITANIGUS I 2 6PH RED BOYrSMITH ML220 Ib � `� -11.5 psi Available Residual Pressure -_- - -- _ -- c AGAVE VILMORINIANA - - a3 2 6PH --RED - DOW5MITH - 1+fi.Z20 bb - s, S4 -1-40-365-ON _ _a5 13 2 b0 #•NMTER --___ - - ------- _-.95 P51 PRESSURE BOOT A 140 6PMt Booster P m Required PER PLAN-- MM �---WAT. METER- WATER METER TO BE INSTALLED BY GY.W.D. AND LOCATED PER o Gi^IRY5AGTINIA MEXICANA 5 1 6PH BLS BOWSMITH ML210 2.4 Q O O 5411' 1-40-365-0N 18 152 60 HUNTER ENGINEERS PLANS DALEA FRUTESCENS 'SIERRA NE6RA' 1 2 6PH RED BOY45MITH ML220 1.1 O ❑ O 0z3 63' 1-40-365-ON 20 Ia.I bo HJMLf� MR PLAIN MTTS-`SERIES 229-W PRESSURE REDUCING VALVE PER PLAN -- 9-�--BAGKFL.OW��--•-REDUCED PRESSURE BAGKFLOW FREERS TO BE INSTALLED BY G VJ"LD Pressure Loss Calculation EREMOPHILA RACEMOSA 8 1 GPH BLUE BOW5MITH ML210 2.4 za z4 11 1-40-569-ON 2.3 20.4 60 HUNTER PER PLAN- i'J_�GALSEN5E-.�.•-BRASS FLOW METER SIZE PER PLAN FOUQUIERIA SPLENDENS 3 2 6PH RED BOWSMITH KMO 6b Client Name: City ofPaim Desert PER PLAN--- niv SUPERIOR -�-•�- MODEL 5200 NORMALLY GL05I=D MASTER VALVE - O PENSTEMON PARRYI 2 1 6PH OL.LE BOY45MITH K210 1.1 0 O Q �'' I-4o 365-oN 25 220 bo HINTER N �y i I. - 1 TIO lIRR16ATION LI 1 BALL VALVE , O-Y THRI� PIECE BROfJZE --I►� T-'Sa 3 NIBGO - Project Name: Freedom Bark <fLANTINb-�? o LEUGOPHI'LLUM PRUINOSUM 4 2 &PH RED 50YOMITH MIM0 6.4 3, 3, - 3, 28' I-20-6P-ADS 2ALA 2.1 50 HUNTER 1' THRU 25"�-►�-� NIBGO ----4660-5 BALL VALVE NV SOCKET WELD CONNECTIONS u a POC#B r - O ❑ OO GONSTF�GTJQN L�G-I; X its N - • 4 --►N,�--- LH:MGO�SELF RESTRAINED, RFSILIANT Y�D6E 6A'rE VALVE (BELL x BELLS �� 5'TAKIN6 L'B I �; � ' `n 5T� � �� •��`��" �'��--�\ �-- � � y Domestic Recycled; Domestic O FALL*IA PAIRADOXA 2 2 6PH RED BOWSMITH MIL220 4.2 _ , Av , 3z❑ 0O s3' I-20-6P-ADS Z5LA 2 8 50 4JNTER / • �• x �' v v� � i POC Elevation: 1,020 ft, ERENIOPHILA MAGULATA VALENTINE' 5 2 6PH RED BONSMITH MIL220 8.4 4' �' �`= =s �4" PVC, BUTTERFLY VALVE IW VITON SEALS \. ❑ 33 33 s5' I-20-6P-ADS 53LA 55 50 HUNTER P�pyAN. . _ -} - - IGV-(51ZEJ-F5-A5 REMOTE CONTROL VALVE W/FILTER SENTRY \' \X I HGL: I DALEA 6RE661 2 2 &P'H RED BOW5MITH ML220 2.4 \ HNd�ITER�-----IGZ-IOI DRIP IRRIGATION CONTROL ZONE VALVE W/FILTER AND \\ KEr MAP Static Pressure: 90 psi / :/ ' ,ice r< p t C+WSOT1HAMH1r NAUSEOSU5 1 2 &PH RED BOMSMITH ML.220 1.1 Q 34 34 s5' I-20-6P AD5 451.�4 4.4 5o HUNTER PRESSURE RE60L.ATOR A65EMEN-Y � � � i � � �� � � Al Water source&Phone#: 5ENNA MMOP 41LA 2 2 6PH RED BOY�MITH MI-= 2.4 3, 3, 3, 31' 1-20-6P-ADS 1.0 12 50 HUNTER _� NIBGO -----�GLA55 500 BRONZE ANtSL.E VALVE T-5-5-8 Date. Q-HUNTER--- -s3 DLRG QUICK COUPLING VALVE, CONTRACTOR TO PROVIDE THREI= 0) 530K ` Valve Station No.: C-13 NOLINA MIGROGARPA I 2 6PH RED BOYVSMITH M1.220 1b ❑ 54' 1-20-bP-AD� 15 Ib 5D HUNTER -3z 3z sz QUICK C.OUPI.ER KEYS W/5H-O H05E SWIVEL UPON PROJECT COMPLETION NIBGO ----GIUARTER TURN BRASS NO-KINK HOSE BIBB WITH MALE HOSE CONNECTION I ATT6N'L.1- IRR16A I ACACIA REDOLEN5 DESERT CARPET' 4 16PH BLUE BOYV�,�MITH ML210 32 0 O� 96' I-20-6P-ADS ZA 2A 50 HINTER � � �' T'iNb LP� � ` PLANT .{ Valve Flow Rate: 61 gpm LAB. \ + + VERBENA SPECIES I 16PH BLUE BOWSMITH ML210 0.6 B HUNTER---TWO (2) MN-25 BUBBLERS INSTALLED ON HINTER IN5T-0i POP-UPS. �' GiNST�UGTION,LG'�r� CONS ON - Highest Elevation Served: 1,023 ft. + + + + 0 38' I20-6P-ADS sA 2.'1 50 HUNTER INSTALL PER TREE IN SHRUB ZONE IRRIOA11ON DETAIL 5T'AifGIN6,l.fr2;' STA LS-4 L BI60NIA GAPREDATA 2 2 6PH RED BOYVSMITH ML220 92 M 4 40' 1-20-6P-ADS 35 5.4 50 HUNTER HUNTER TWO (2) PGN-25 B� INSTALLED ON HUNTER IN5T-0"V POP-UPS. Equipment Size Flow Length/Qty. PSI Loss --�♦� GAMPSIS RADIGANS 2 2 6PH RED BOV45MITH K.220 52 l'`G�+ oN INSTALL PER `TREE IN TURF ZONE' IRRa6ATION DETAIL ,N Water Meter 3 in. 180 m N/A 7.2 psi +•� PYRC TE61A VENUSTA 2 2 &PH RED BOWSMITH ML220 25 41 I-20-6P-ADS 40 42 50 HINTERBill! .� TORO -- --TREE WELL AND PARKING ISLAND TREE IRRI6ATION R&P 2-12-E EMITTER LINE a O 3, 43' I-20-6P-ADS 6.0 55 50 HINTER INSTALLED S BELOW FINISH 6RArDE IN X PATTERN PER IRRIGATION DETAIL N � i Backflow Preventer 3 in. 180 m N/A 12.0 i Basket strainer n/a N/A LATERALS 5GH 40 PVC, PIPE SIZE A5 NOTED ON PLAN ' ' <'• `-`-' ram-^ � - MI MIT 45' 1-20-6P-ADS 6.0 '1.6 50 HUNTER Mainline(PVC) 4 in. 1I3o m 1,462ft. 10.1 psi SIZE V TO 1-1/2' IRRIGATION MAINLINE TO BE SGH 40 PURPLE PIPE Q O O 25' 1-20-6P-ADS .155R :15 50 HUNTER Mainline PVC 3 in. 61 m 926 ft. 3.8 psi 2" TO 2-1/2" IRRIGATION MAINLINE TO BE G1.A5S 315 PURPLE PIPE - Mainline Galy. • 25' 1-20-6P-ADS IBM 15 50 HUNTER s" AND LARSER, IRRIGATION MAINLINE TO BE 6ASKETED CLAW 200 PURPLE PIPE YV ❑ O O DUCTILE IRON FITTINGS AND JOINT RESTRAINTS FOR ALL NON LINEAR CONNECTIONS Master valve 3 In. 180 N/A 2,9 psi 25' 1-20-6P-ADS s.0W sA 50 HINTER Flow Meter 2` In. 180 NIA 0.7 psi ❑ 31 37 x"SLEEVE ALL PIPES THAT GR05� UNDER PAVEMENT AND STRUCTURES A 15" 5GH 60 SLEEVE t ❑ 18' 1-20-6P-ADS SOSR 50 50 HINTER ARE TO Be SLEEVED 51B'ERATELY PER DETAIL B�2' Sill 80 SLEEVE Gate Valve 4 in. 180 m -4 4.0 psi N TTER zorE(I g 3 5GH 80 SLEEVE Remote Control Valve 2 'in. 61 m N/A 3.1 psi Q 0O 18' I-20-6P-ADS I .�R IA 50 HINTER EMITTER ZONES ARE TO BE IRRIGATED WITH I1 4r SOH 80 SLEEVE Lateral Line VARIES VARIES VARIES 4.o psi - - H1N1't'R -. 80 'n NTH 5L200 515?IE5 DRIP EMITTERS INSTALLED O Q 18 1 2o-6P ADS 20SR 2.0 50 ON V2 SGH 80 RISER PER CITY 5TA10ARDS a N _ __ by to Candi__ E b 5GH 80 51SfVE � 3 � � I Fittings Estimate10°I° NIA NIA N/A 4.8 psi CONTROL WIRE SLEEVE � �� "a OMrM1�.aoararra.rlh Mla�rwa�r dr Ift,7. Elevation Change 1.3 psi SPRAY/RO"rORS EMITTER ZONE OISBL8iS DWPLIPE OF 6" 5CH 60 SLEEVE h nor �r•r ter) r� � M OM� i.AAAY t•.a.Sesibn M W 4*am aMMrInF T a+ aar bNl� b aagMalMr nIN1 IrMIq Pressure Re .to Operate Heads 600;psi 9 P q P P STA N0. STA N0. STA N0. STA N0. PR.RATE GPM RATE PR.RATE TREE DRIP g� FIOW PLMAT !� RAW #OFPIANTS $� FLOV1 PLMAT � fLOW LINE � Total Pressure Required 113.9 psi s""'s t'a"'K -•r-•ar.MhnAw Available Residual Pressure -23,9 psi SCALE: �11=2 O Booster Pum Re uired O 10 20 40 PHIS mane ruArt4MW'WW curie•I is s + ' GVAp PLAN• D/v!LOrl l+tt snpwwi!auraav om PREPARED BY. 6/I6/06 COO Q NEW BALL FEW ADDITION AT PEST �OYM IWO IN THE CITY OF PALM DESERT, CALIFORNIA 5 H E E T SIDE OF PARK DIG/,., �ERT II/T,Ob GG6 ® I ►C ON Pi M 1.1� FREEDOM PARK s D AV I D E VA N S CITY Ei�k31NEER-Ma^I< -..r> Llil DIAL TOLL FREE J �s AND A S S O C I AT E ' � I NC. F-ill�, � eLANDSCA"F"l 1-800-422-4133 * 800 North Haven Avenue, Sate 3W DRAM SCALE �r ,� �rA✓6z✓,IAIREnIGATION AT LEAST TWO DAYS DMI� im TED PLAN FILE NO. BEFORE YOU DIG �i,�.� `� Orttarl0 Ce�Ifornla �� Phone- �.48 750 DATE DY DdGRh'T10N I�Pb DATE �1"G�6Z✓.�4 GPbX0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNI R E V 15 I O N 5 cs VA Lq, Boob CITY OF PALM DESERT GPDx0000-0015 t i 00 , '11 -_ 2 c 00 I � �I ANCHOR 1. IRRIGATION CONTROLLER S I ild - ENCLOSURE (STAINLESS STEEL OUNLESS OTHERWISE NOTED) < - : 2. AUTOMATIC CONTROLLER - 3 INSTALL PER MANUFACTURER'S = F 5 4 ELEVATION RECOMMENDATION 3. ELECTRICAL OUTLET AND MAIN SUPPLY ANCHOR ROD (TYP.) r ' 4 ON/OFF SWITCH Y. I 4. DIRECT BURIAL WIRES TO MAIN SUPPLY, LATERAL, & LATERAL LEGEND: 3 AUTOMATIC VALVES IN FIELD WIRING -AND: 5. LONG SWEEP PVC ELL - SIZE 1. MAINLINE WIRING- TAPE & =t `.J AS REQUIRED BUNDLE 10 FT. O.C. MAX. I 6. 110 V POWER SUPPLY =1 - - 2. LATERAL LINE BURY 12" BELOW GRADE ELEVA110N o s N 'I III o II( I " } 7. EXTEND PVC SLEEVE AS _ J - 3. MAINLINE BURY 18 BELOW GRADE 1%SLOPE (MIN.) REQUIRED TO CLEAR SLAB, I�I I II I W ((I II I; 4. ALL MAINLINES SHALL BE FOOTING, ETC. - a _ _ a ". - INSTALLED PER MANUFACTURERS } SPECIFICATIONS ° -�1 I N� CONSTRUCT 6" THICK CONCRETE 5. SNAKE ALL PLASTIC PIPE ALL PVC PIPE TO BE INSTALLED ACCORDING TO THESE SIZE OF THRUST BLOCKS SHALL BE SPECIFIED ON PLANS. =III= I-I I =III I I SLAB FOR CONTROLLER. ALLOW 6 INTO TRENCHES AS SHOWN. DETAILS UNLESS OTHERWISE NOTED OR DETAILED. THRUST BLOCKS SHALL BE USED FOR PVC PIPES WITH 3" i-III 6 LIP ALL SIDES. CONNECT THE PORTLAND CEMENT CONCRETE USED FOR THRUST BLOCKS DIAMETER OR LARGER. ENCLOSURE TO SLAB PER 6. PROVIDE A 20" LOOP IN WIRE SHALL BE 420-C-2000 CONCRETE. MFG.'S RECOMMENDATION. a 7 O ALL CHANGES OF DIRECTION FLOW DIRECTION INDICATED BY --+► GREATER THAN 30'. REMOVE TIES ALL ANCHOR RODS SHALL BE GALVANIZED STEEL. MINIMUM ` AFTER ALL CONNECTIONS HAVE 1/2 DIAMETER. WRAPPED AROUND PIPE. ALL VIEWS ARE PLAN VIEW UNLESS OTHERWISE SHOWN. BEEN MADE. 7. INSTAL! Al! 120V WIRE IN WIRING 120 VOLT CONDUIT PER LOCAL CODE. SCALE: 3/4"=1'-0" NTS SCALE: 3 8"=1'-O" CONTROLLER WITH ENCLOSURE TRENCHING 2 THRUST BLOCKS FOR PVC PIPE 3 NOT USED 4 1 LEGEND: 1. 1" IN TURF AREAS, 2" IN PLANTING BEDS N 0 LEGEND: CONTROLLER 2. MINIMUM DISTANCE UPSTREAM 1OX LEGEND: 1. CURB, SIDEWALK, ETC. 1 LEGEND: WHITE DIAMETER OF FLOW METER SIZE O 1. HARDSCAPE SURFACE 2 2. ROUND PLASTIC VALVE BOX 1. CURB, SIDEWALK, ETC. - BLUE 3. MINIMUM DISTANCE DOWNSTREAM 5X W/ LOCKING TOP (LABELED 2 DIAMETER OF FLOW METER SIZE 2. CLEAN BACKFILL AS REQUIRED. TO BE SET 3 MASTER VALVE) SET 1- 2. ROUND PLASTIC VALVE BOX IN 6" LIFTS. REFER TO SPECIFICATIONS FOR ABOVE FINISH GRADE IN 12" MIN. W/ LOCKING TOP (HEAT BRAND 4. HEAT BRAND 'FM' ON LID IN SPECIFIC MATERIAL AND COMPACTION 12" MIN. PLANTING AREAS ONLY. 'PRV' IN 2" LETTERS). SET 1" RED " a ° ° REQUIREMENTS. 4 3 ABOVE FINISH GRADE IN CONTROLLER DIAGRAM 2 LETTERS 3 CONNECTORS WIRE PLANTING AREAS ONLY. BLACK NOTE Z =) I I - O 3. LATERAL LINE WITH SLEEVE. O 3. FINISH GRADE z 4. FINISH GRADE _ WATERPROOF ALL WIRE CONNECTIONS a- =I I- 4. PRESSURE MAIN LINE WITH SLEEVE. ° - 5. COMMON AND CONTROL °" = 4. PRESSURE REDUCING VALVE -j III_ I III I (- _ I ( ( ( I I I (REFER TO LEGEND) III = 5. CLEAN SAND. LOCATION CONTROLLER III ( I I 5. PVC MAINLINE 4 1 w -( I I - f f f I t t _ 4 FLOW METER t�tASTEI? i/Ati/E z .III I I_ Q 6. CONTROLR EWWIRES & COMPUTER HARDWARE I I I ( I ( - 6. MASTER VALVE (REFER TO I ; EcrmnN -I I I I III I- 6. BRICK (1 OF 4) --- , I I x SEE DETAIL O I I JE 7. PVC MAINLINE I I ( 7. SCH. 80 PVC UNION _ : ::.;.:..:..:• NOTES: - 117 - • 8. BRICK (1 OF 4) 8. 2 C.F. PEA GRAVEL SUMP .••;: -5 WHITE `� O ALL SLEEVES TO BE PVC. SCH. 80 Nor9. 2 C.F. PEA GRAVEL SUMP 9. 3" AIR GAP BELOW VALVE RED I _ (COMMON) AND TWICE THE DIAMETER OF THE 6 WORKING PIPE. III 7 10. SCH. 80 PVC UNION M 6 NOTE: BLACK BLUE `� - O ALL SLEEVES TO RUN A MIN. OF = 8 11. 3" AIR GAP BELOW VALVE ALL VALVES TO BE g" 12" BEYOND HARDSCAPE EDGES. M INSTALLED IN SHRUB AREAS, o - G NOTE: 7 WHERE POSSIBLE. 00° dO CLEAN BACKFILL MAY BE ° °�o° �� x o 0 SUBSTITUTED FOR SAND UNDER 10 ALL VALVES TO BE 8 WALKS AND DRIVES. INSTALLED IN SHRUB AREAS G WHERE POSSIBLE. g 3 2 SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 3 8"=1'-0" IRRIGATION SLEEVING 5 MASTER VALVE 6 PRESSURE REDUCING VALVE 7 FLOW METER INSTALLATION $ - 1 2 18" M� 12" MIN. 2 11 2 3 LEGEND: - 1. CURB, SIDEWALK. ETC. 1. FINISH GRADE _ 3 2. FINISH GRADE I I I 3 2. ROUND PLASTIC VALVE ` (-) I I=( I I I I- 3. ROUND PLASTIC VALVE BOX -III - _ _= LEGEND• N BOX & COVER- HEAT BRAND _ W/ LOCKING TOP HEAT �, 4 " - _ ( � III ( I I-I --�4 BRANDED 'BV' IN 2" LETTERS) ( 12 =I I - 2 QC ON LID IN 2 LETTERS =III=I I (- N I I- ( I I=III v Z 1. FINISH GRADE. 3 STRUCTURE OR WHERE OCCURS HARDSCAPE _ 5 4. BALL VALVE (REFER TO =I I ( I I I-I ( I I=� _ (- LEGEND �, - I - - 2. POP-UP SPRAY HEAD wrrH ANTI-DRAIN 4. BRASS QUICK COUPLING VALVE. ( I- 5. SxT SCH. 80 FITTING (TYP.) _) I I III_ III III- GRADE.VALVSET TOR OF HEAD 1/2" ABOVE _ 5 SET 1 ABOVE GRADE I I ( ( 000�, 0�01 = _ _ I _ 5 =) I 3 3. SCH. 80 PVC TxT 90' ELL. - I -III-III- 6. 2 C.F. PEA GRAVEL SUMP I M IN LAWN AREA, OR 2 _ - 6 ABOVE FINISH GRADE IN U 9 7. SCH. 80 PVC NIPPLE 13 )II - PLANTING AREA ° � 4 4. SCH. 80 PVC TxT 90' STREET ELL. 7 " -I - I H. 0 PVC UNION IF PART I I 5 . 0 5. BRASS NIPPLE 8 LONG III_ 8. SC 8 ( _III 5. SCH. 80 PVC NIPPLE (TYP.). z ( ) OF VALVE/INSTALLATION) 10 -III=I 8 6. BRICK 1 OF 3 O 7. 3/4" WASHED CRUSHED o 9. BRICK CONT. (TYP.)(1 OF 4) LEGEND: 6 _ 6 6. LATERAL LINE PIPE AND STREET ELL AGGREGATE BASE 0 00 Q� o Q���0 0 0 7 1. SET 1" ABOVE FINISH GRADE III 7 7. SCH. 80 PVC TxT 90' SIRE 9 0 0 o NOTE: 7 II-II 11 B. BRASS NIPPLE 6" LONGU� IN TURF AREAS, 2" IN - 0 6 5. 2 C.F. PEA GRAVEL SUMP. �0 9. BRASS 90 STREET ELL ALL VALVES TO BE PLANTING BEDS. O - _ - - - INSTALLED IN PLANTER AREAS 6. SCH 80 PVC ELL SxS S -_ 12 FITTING 8 WHERE POSSIBLE 2. FINISH GRADE. 7. SCH 80 PVC PIPE (TYP.) 10. PRESSURE SUPPLY LINE 3. RECTANGULAR PLASTIC VALVE BOX 8. MAINLINE PER PLAN. *18" MINIMUM FROM PAVED AREAS AS SHOWN WITH LOCKING COVER 11. BRASS 90 STREET ELL CONTROLLER AND STATION NUMBER HEAT BRAND 9. SCH 80 PVC FITTING SxSxS. 12. BRASS 90 ELL ON LID IN 2" LETTERS). 10. 3" AIR GAP BELOW VALVE. 4. ELECTRIC CONTROL VALVE 11. WATERPROOF WIRE CONNECTORS. SCALE: 3/4"=1'-0" WITH PRS. (REFER TO LEGEND). 12. FULL PORT BRASS BALL VALVE 13. BRICK SUPPORTS (1 OF 4) " BALL VALVE 10 SCALE: 1"=1'-0" SCALE: 1-1/2"=1'-0" SCALE: 1 =1 -0 QUICK COUPLING VALVE 9 7 1 5 AUTOMATIC VALVE W/ PRS 11 POP UP SPRAY HEAD 12 4 1. CURB, SIDEWALK, ETC. 2 1 3 1 � 2. FINISH GRADE. 2 3. POP-UP ROTOR HEAD WITH ANTI-DRAIN > ' VALVE. SET TOP OF HEAD 1/2" ABOVE 0 "A O LEGEND: N GRADE. 2 1. BUBBLER OR DRIP EMITTER 4. SCH. 80 PVC NIPPLE MIN. 2" LONG. s 3 5. SCH. 80 PVC TxT ELL 0 2. PLANT MATERIAL 4 3 3. FINISH GRADE/TOP OF D.G. 6. PVC TxT MARLEX STREET ELL. _ - - - - 4. UV RADIATION RESISTANT 1/2 z I I I 5 7. SCHEDULE 80 PVC NIPPLE MIN. 10" LONG. -I I (-III III I -III _ INCH PVC SCH 80 NIPPLE - I I -III 4 (LENGTH AS REQUIRED) -_ 8. SCH. 80 PVC TxT MARLEX STREET ELL 6 5. PRE-ASSEMBLED SWING ASSEMBLY 7 (LENGTH AS REQUIRED) 9. SCH. 80 PVC SxSxT TEE. (- 8 6. PVC LATERAL PIPE 10. LATERAL LINE PIPE AND FITTING. 7. PVC SCH 40 TEE OR ELL 4 - =14 5 i EGEN� 1. DRIP EMISSION DEVICE (PER PLAN/LEGEND) Then*5' MINIMUM FRM ADJACENT PAVED AREAS 2. SHRUBS PER PLANTING PLAN, REFER TO EMITTER SCHEDULE FOR SPECIFIED WATER om w= % mw neie.rt w dm I.&uh a ow tihder GYhtd to 9 asaileeoe■Iltl McYr tab 111e .tlAdeien I.CMprr J.Mtde � REQUIREMENTS AND EMITTER TO BE INSTALLED FOR SPECIFIC PLANT SPECIES s«tien 007.t«4 n*ift elrteeleet loMm"s wd�dWp 10 3. REMOTE CONTROL VALVE/EMITTER ZONE ASSEMBLY (PER PLAN/LEGEND) I t«�t �y�dm rA�� re 4. IRRIGATION MAINLINE SIZE AND TYPE PER PLAN LEGEND Mg00C°�' cbma of q W -br•T`~` 'end ( / ) Pt��sin,�ires of any lied nigr net b v�bd r tateBd in 5. EMITTER ZONE IRRIGATION LATERAL (3/4" UNLESS OTHERWISE NOTED) waaa E,�„ " �"t°�0 '°°A 6. IRRIGATION LINE SLEEVES (2 X PIPE DIAMETER UNLESS OTHERWISE NOTED) 6 7 SCALE: 1-1 2"=1'-0" SCALE: 1 8"=1'-0" 7. EMITTER CONNECTION TO SCH 40 LATERAL (PER PLAN/LEGEND) NTS a� 119VM dwrSldar� POP-UP ROTOR 13 TYPICAL DRIP EMITTER PLACEMENT AND LATERAL LAYOUT 14 BUBBLER/DRIP EMITTER ON RISER 15 NOT USED 16 a,e.�p,,,.„ „ PREP,4RED SY: O��' 5 H E E T /N TU CF OF PA DESERT, "UFORNIA R M n DAV I D E VA N S CITY EV6111 -mark 6r.det I DIAL TOLL FREE O `' '` '' AN D A S S O C I AT E S I N c. 5�aaa d_� 1-8"-424.4133 1rRRIC ATION DETAILS D,S. �,,� 800 North Haven Avenue, Suite 3� 6Z/JA As Norte AT LEAST TWO DAYS �. s ODO >E You�u Ontario California 91"164 M=&Z/JA FILE No. " .J�IJ�O �A1f BY DA7T GPDX0015 $a11M�r or sour uuaroaM R E V 15 1 0 N 5 GGc5 NOV 15, 2005 u DATE CITY OF PALM DESERT GPDX0000-0015 `J 1 n - 5'-0* MINIMUM 3 1. PVC SCH 80 NIPPLE (CLOSE) _ 3 2 6 2 2. VALVE BOX WITH COVER: 24 INCH SIZE I I 3 BRANDED WITH CONTROLLER AND 1. DRIPPER LINE PER LEGEND - 4 4 5 STATION NUMBER I) - 3. WATER PROOF CONNECTION ���` 2 ��� 2. DRIPPER LINE CONNECTION TO SCH 40 LATERAL =II IIIII co g LEGEND: 5 i 4. 30-INCH LINEAR LENGTH OF ��� 3 �i 3. 24" DIA. LOOP AROUND TREE CENTER -I I o • 5 1. CURB WIRE, COILED ��� 1 i j_ _ i 4 5. FINISH GRADE �r�`, � r..�`` �� 4. BARBED CONNECTIONS FOR DRIPLINE 2. ROOTBALL = _ 3 MIN. 6. TOP OF MULCH � �' `�� i 5. SCH 40 LATERAL INSTALLED BELOW GRADE DETAIL 3. PVC TEEI- 7 15 7• PVC SCH 40 COUPLING NOTE: 4. PVC LATERAL LINE 6 8 8. PVC SCH 80 NIPPLE O �> ��� BRANCHES OF DRIPLINE 'X' ARE TO BE A PLAN 7 5. PLANT PIT s -_ 16 �!_ TREE CENTER MINIMUM OF 5' LONGER IF PLANTER ALLOWS (LENGTH AS REQUIRED) » ( ) 9 00 f` It 6. FINISH GRADE 9. PVC SCH 40 ELL , II z 11 10. PVC SCH 80 NIPPLE (2-INCH ' li fl d 7. FLOOD BUBBLER (2) PER TREE WELL SEE ABOVE LENGTH, HIDDEN) AND � DETAIL 8. 4" DIA. PERFORATED 6 VV -1i _ PVC SCH 40 ELL O i� �� DRAIN LINE FILLED WITH COARSE 9 10 GRAVEL. SET AT GRADE W/ NDS 7 11. PVC SCH 40 TEE OR ELL - - A-3204 ROUND GRATE O„[l00 OOP % % O OO 12. BRICK (1 OF 4) �� ��'.-_-.=-�� ��� I I I I Imo) I 9. SIDEWALK i EGEN 00 O C� O O v O OO 13. 3.0-INCH MINIMUM DEPTH OF - 3/4-INCH WASHED GRAVEL i ��� - 1. TREE TRUNK � I I=I I I I 7 2. 2" LODGE POLE STAKES (PER CITY STANDARDS)(TYP.) 12 14. PVC MAINLINE �4 ��� -I ( I \ - 3. FINISH GRADE: 2" BELOW TOP OF WALK 7. TREE PLANTING PIT WIDTH OF 4 TIMES ROOTBALL DIAMETER 13. 15. CONTROL ZONE KIT I I=I I ` I 4. 6" POP UP SPRINKLER WITH FLOOD BUBBLER 8. TEE AROUND PERIMETER OF TREE WELL moo, _ ---- INSERT (PER PLAN)(TYP.) 9. UNDISTURBED NATIVE SOIL 16. PVC SCH 80 UNION FOR _r 1�,;ffilr 1�,...^/ r <i , r! r...i i %;f./r ''�i�':.i� �F/ /'f r 1.r" J�r� r/ f! !`j. i l/.:/ - _ _ 10 ,: r / ;; „/F, ,, ,f,f✓, , , r,,,,, J,r, ,. -III . ''.,. . .. I I-I . 5. EXISTING HARDSCAPE EDGE (WHERE APPLICABLE) 10. ROOTBALL r.� f�l�..� i.r°i it !: %'.. . , /.-, '` r `.r !F-..i.�.'!. /i i rr o r�.r� /,/sF'� r -,/ f,+l,' I- 4 SERVICING ASSEMBLY , ff F, >r J ,f f, , f %; / /; r ,, - r - 1� � r ,i/.sf,/ J /y�,-�J, r .� ,://J• r,l�;r , r .f ,. //l,., ,/lf��� f r% I I ,� - - I I 6. MARLEx DOUBLE STREET ELLS (TYP.) ..!�,; llfi�..� ,.� ' r.: 1a - -1 SECTION I SCALE: 3"=1'-O" SCALE: 1"=1'-0" SCALE: 1/2"=1'-O" SCALE: 3/4"=1'-0" DRIP IRRIGATION CONTROL ZONE 1 TREE DRIPPERLINE LAYOUT 2 BUBBLER HEAD BELOW GRADE IN TURF 3 POP-UP TREE BUBBLER INSTALLATION IN SHRUB AREAS 4 J 1 i S 1 NOT USED 5 NOT USED 6 NOT USED 7 NOT USED 8 NOT USED 9 NOT USED 10 NOT USED 11 NOT USED 112 Um pow Wo bm animal�lk fh on"Wis� �Itf w t in aoeonlaaoe ft a*Q6 us .ow I. owpkr J,"* 10A i Saciion IM 7 at wi'nplrrinl ofl I I Wimp and I 11 6, dWp in aoopardon silk the load ywrAq+gm q (city or CwxAg 11ppaMd of We OWAV by cm Aw dm rot bommuk appa.t to a mgm kft - ". and Lm R/iM-01-4 .Tntok pigs*now and prm, I ehaehra of any lid aw nd he OwW v i ddW in cVA and USIR aaaosunb w do-af-sey oAb"s t ahlsTtill an oorndwwt pma from cm. a:F MUR yr oR NOT USED 13 NOT USED 14 NOT USED 15 NOT USED 16 1 ,,,amftAw Mv �, 114 PREPARED SY: APPROVED Sys IN THE CITY OF PALM DESERT, "UFORNIA 5 H E E T g ` FR * P _ 'f DAVID EVANS clTM M�-►�Isro L _ I DIAL TOLL FREE AN D A S S O C I AT E S i NC. DATE R.G.E. 140. 5'IQbq E.W. 6-90-00 1-80-422-4133 * 800 North Haven Avenue, Suite 300 � ,�� ON DETAIL J nv . N�,I AT LEAN TWO DAYS �j, �r �*" r &&&/MA/&Z/JA AS NOTED ofmmYtiU FIND Ontarl0 CalifOrnla �7 rein ,m ,, FILE No. DATE BY t71° GR"ON AWV DATE 6 JA Phone: 909.481.Jr750 /MA/ Z/ Gt'DX0015 YN9Ml0YNp saIN10 AwT Of$09MII d tug MIA R. E V 1 5 1 0 N 5 GG6 NOV 15, 2005 DATE ` CITY OF PALM DESERT GPDX0000-0015 i I it PLANTING LE6END ACCENTS: SYMBOL BOTANICAL NAME COMMON NAME WATER OTY j PLANTING NOTES USE � L CONTRACTOR SHALL NOTIFY THE OtINER'8 REPRESENTATIVE OF SITE CONDITIONS 2',3', t 4' GRESTA ROJA Bc7ULDERS OR APPROVED EGiUaL T ® (2' BOULDER ■ ,22 TNS,44'1 L OS--- 3' BOULDER ■ 24 TNS, 16'T f LBS WHICH PREVENT MSTALLAtION PER PLANS AND SPECIFICATIONS. 2. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND REMBtALLMG IRI�GATION 4' BOULDER■2A9 tNB,4TT3 LBS ACACIA ANEURA MULGa ACACIA LOW 10 EQWPMENT AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN ANDDOS RIOS COBBLE OR SPECIFICATIONS. M BY: SOUTHWEST 504DER 4 STONE (60)342 5522 ACACIA SMALLiI SWEET ACACIA LOW 39 3. IRRIGATION SYSTEM TO-P1-AN f INC. 4. TREES. AND 8HALL BE PLANTED AFTER CITE PLACEMENT,l .1T NOT " _ -- + DALBER�sIA 815800 ROSEWOOD MOD 19 BEFORE IRRIGATION COVERAGE TEST NO. I HAS 5MN APPROVED.(SEE p p 12 18 cm ROJA BOULDERS OR APPROVED EC.ILIAL SPECIFIGAtiONS). 12" BOULDER■�D4 7NS,'15 LBS---IS" BOULDER- TNS,252 LB6) FRAXINUS FAN-TEX' ASH LOWIMoO 46 S. PLACE TREES BETWEEN IRRIGATION HEADS WHERE POSSIBLE. 6. PROVIDE 2" LATER OF Dls.UNDER ALL PLANT MAtERIAI-. �`�\��� GARDEN 601L PER SPECIFICATIONS-PLANTS TO BE PROVIDED BY COMMUNITY o PISTACIA CHINENSIS CHINESE PISTACHE MOD 6 '1. CONTRACTOR IS RESPONSIBLE FOR ALL REPAID AND/OR REPI.ACEMENt OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK THAT 18 A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION ,AND/OR HIS " CASUARMA EGILIISETiFOLIA I•k7R8ETAiL TREE MOD Is i SUB-CONTRACTOR REPLACEMENT ITEMS SHALL� EXACT DUPLICATE OF ORIGINAL WORK OR PLANS,UNLE88 OTHERWISE APPROVED BY THE LANDSCAPE _ _ __ _ _. VIRGINIANA SC>uTNEt�I LIVE oAdG MOD 15 ARCHITECT. `-`--` --•_... ,_...—_._.,._......._�_..__,_..__.._...__..._.._. 8. WHEREVER GROLICDCOVER,AREAS ARE ADJACENT TO TURF INSTALL CONCRETE " —— —— --— ———— MOWSTRIP OR HEADERBOARD AS INDICATED ON CMZ4WINGS. —— — __ ' — W _ r i� ��~� �~ � tiPUANU tIPU QXT tIPU TREE MOD 14 I 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE I• APPROVED BY THE OWNER'S REPRESENTATIVE. 0Z`t I I F'LATANJB MEXICANA MEXIGAN SYCAMORE HIGH 44 10. ALL TREE t SHRUB MIATERJAL SPECIFIED MUST MEET AMERICAN ASSOCIATION OF x t NURSERYMEN STANDARD SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF MATERIAL OF ACCEPTABLE SIZE THE TIME I I 0 CHITALPA TASHKENTENSIS CHITALPA MOD/HIGH 29 CONTRACTOR CANNOT LOCATE """""�� INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTIONS �5_ ---� t� x 'MORNING�' ' DOIiN-81ZMCx OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF CERC 0UM MUSEUM' PALO VERDE LOW 68 LANDSCAPE ARCHITECT WILL NO't BE ALLOWED. - - H IL CONGEAL ALL IRRIGATION VALVES IN SHRUB AREAS,WERE o -- X : X KOELREUTERJA BIPINJATA CHINESE FLAME TREE MOD 6 APPLICABLE .� X ' . o APPL O a X S TO BE PLANTED A MINIMUM OF 5' AWAY FROM ALL. HANDSCAPE AND " ' _ LOW/I"IOp 14 12. E ARE -i � � � � � ° ° ° �" ° : � � 0 ILDIJGS. SHRUBS TO BE PLANTED A MINIMUM OF 36" AWAY FROM ALL _ _ o ? ° ' : + ACACIA WILLARDIANA PAL BLANCO HARDSCAPE AND BUILDII�GB. o - `'�' o " • ° L.AGERSTROEMIA INDIGA CRAPE MYRTLE LOWI MOA 1B a. TREE LOCATIONS SH0UN ON PLAN MAY REWIRE ADJUSTMENT IN THE FIELD. o � �` :,r- �• � � ( { � ,� 'IILATERMELON RED' WHENEVER FEASIBLE,TREES SHOULD BE PLANTED A MINIMUM OF TEN (10)FEET _ 1 UTILITIES STREETLIGHTS HYDRANTS AND OUT OF E FROM ALL UNIDEW_4W ADD - //----�� L! DRAINAGE FLOW LINES. SHOULD T4116 NOT BE POSSIBLE,CONTACT T1E ALMS , M• La*:OSGA�'E A4 #ItEv-T FOR DECISION ON Pt.a.�..�?"ENT. p . • . . Y` • � ,. 14. CONTRACTOR FOR T ICES PLANT � ESEENNTTATIIVEE MOM TOO PURCI•IHAASE o U } ° $: CONTRACTOR TRLb GALIPEo r CHAMAEROPS HUMILIS MED�FAN PALM MOD 5 OF PLANTS. 1 : . / WAS14NGTONIA FILIFERA CALIFORNIA FAN PALM HIGH 31 o' i SHRUB / DESERTACCENTS o .� ram•:,.•' , o -``'• :` ` _ Q AGAVE VICTORIAE REGMAE QUEEN VICTORIA AGAVE LOW 64 O O � - N 1�.� AGAVE PARRYI VAR.TRINGAtA ARTICHOKE AGAVE LOW 132 AGAVE VILMORIN IANA OCTOPUS AGAVE LAW 36 \ In / ALOE BARBADENSIS ALOE VERA LOW 25 OCA,ESALPINIA FULC 4ERRIMA RED BIRD OF PARADISE MOD 39 OCALLIANDRA CALIFORNICA RAJA-RED FAIRY DUSTER LOWA*= IVP . . . . .\ LOW F 4b : `�.., .� � � �%• o<!"� � ( . � SE1�tdA NIEMOPHiL.A SUSHI'6ENNA _ C IRYSACTINIA M�dCti4NA DAMI,4NItA LOW 199 : f, CHRY&�A *NAUSEOSUS RABBITBUSH LOW 104 o CONVOLVULUS MAURITANICUS GROUND MORNING GLORY MOD 69 - a MOD 63 8 ALE- FRUTESGENS ERRA NEGRA D o � DALEA \ 'SERA NEGRA' f f DALEA CsREGGI TRAILING INDIGO LOW 31 ILA MLACULATA VALENTINE EREMOPHLLA LOWA'100 b3 `. 'VALENTINE •• `� O EREMOPHILA RACE'M108A EASIER EGG PLANT LOW 28 •. % . FALLUGIA PARADOXA APACHE PLUME LOW 45 .O i FOUCIUIERIA BPLENDENS OCOTILLO LOW 23 HESPERAL.OE PARVIFLORA RED YUCCA LAW 195 J /, . • ..----' ---.-,,.� •./ LEUC.OPHYI.LUM FRU'i'E8CEN8 CAREEN CLOUD TEXAS RANGER LOWA"10D 9'T GREEN CLOUD' • ! tx I El ICOPHYLLUM LAEVIGATUM C 41I•UAWLIAN SAGE LOW MOD 40 / UM PRUM08UM SIERRA BouaJET LOWt= .26 0 ' NOLINA MICROC4RPA BEAR GRASS LOW 33 /' ` \ / . � •/ ,• \ .: ,. •., , . > ' � PENST'EMON PARRI'1 PARRI"S PENSI'EMON LOW 90 &ROUND COVERS - 4 Q ACACIA REDOL•ENS DESERT CARPET LOW v 'DESERT CARPET 17-77-771 _ \ y VERBENA X &JIMER BEAUTY VERBENA M� A Y STCOAST TURF \ _ HYBRID B WE i \ .. BULLSEYE BERI"UD 800-441-1840 / \!r n fv } BIGNONIA cAPREOLATA cROSsv1NE LOW/MOD 49 V C4MPSIS RADICANS T1�MNPET CREEPER MOD 40 / \ ' 65 i--�-- IA TA FLAME VINE 0. Ni AX / MOD PYROSTEG VENUE z f \ I \ `.. �!l i tt I 'i ` f � I ,• , ' r r+,,, -_ a is i a \ y • ` Q .� •,_ f . ' r . \ • \ � '. i i _ \` \ \ \ / / � �C �`�;\ >�ti � ��. \�� I�?RI6ATION LI-5 PLANTIN& LP 1usTRUGTION 1_84 o , M1 i t =L..P i : � .:� :--�, ,, -, r-' ,STAKING L5-5 tN l • /f f / \ t h. # I r', -r`' - '4 ,\ >R .; \\� �. c`r .>�.\ r�,s^ a ,,' ' €'c ,r ! _ _ KEY MAP ' ` /f I. ; \ � i ! (.,,--"'•' ^� � \ .�' �4`{ � __ icy, � \ � -\ ..�, h. �� - '- _ T .1101 . •j r \ \ I n:. ' =i /� /jj/ / „h' # / `W \ i \ �` \\\\ \ ,a " 'i`::'r t �• 1 •�• i i u I z ;r IRRI6A LI - �' � ,�P LAI�yTINb LPG PLANT . � / r,, '; } �� ' -, � �L7 ��. � GbNsTd�IJG•TI ONL't�t� C,oNs ON J f.. r , \ '/X bo ri 1 017 `• rf 00 o 1 i l t jj i T i \ •\ l f i 1 ! } II t`T X7�7Rpm, tbm M"11"hm 1N wl"M"d NN 1"/0 Y�J N�K MATGHLINE - SEE SHEET LP-2 MATCHLINE - SEE SHEET LP-2 .°° . .�,,�'.. °'�"^ '•" ''. 7 R l war M"f/e I"MMM■IMf1 wllh iM M■d Nwniq 1y1"/f N"IMIrM dW ftu*)('�ww!al��s w�h%ft iM�(idof �eW Lqm wwenw■I"N, M-M—ow rNM"Itl A■1 sbkk YIO w1"11"f■O"IMII"III �w■i!1ew■i.�wo SCALE: P=20' 0 10 20 40 — MOM GWC�rl.Ml• my, II �aa.i.�,wcrnor�AT r�sr CALIFORNIA R N I A PREPARED BY: 6/16106 C.c.s � IN THE CITY OF PALM DESERT, CAL 5 H E E T FREEDOM PARKDIGA RT nn�ob cc.� ® �yizn o�o�rac/rwHur� _ D AV I D E VA N S ci'm IM61N1t�R-i�6roonm d DIAL TOLL FREE J z AN D A S S O C I AT E S I NC. ��. . "gm . �e L AND.�' C,�Ifi�E 1-800-422-4133 F � `r* 800 North Haven Avenue, Suite 300 VRAM As Norm . N Tm PLANTING PLAN AT LEAST TWO DAYS M� Ontario Ce�fom8 vesi� ,roe MHOM FILE NO. BEFORE YOU DIG c�■ Phone- 909.4M.5750 n,�►,g a,r vescw�noN nt,T� C+WaD z/..IA D^ GPDxoot�11! Fm uNoc; ousvo SERVICE ALERT of SOUTHERN cAUFORNIA CITY OF PALM DESERT G1'D)00000-OOI5 R E Y 1 51 0 N 5 GG6 .KIN 19, 2006 i y I tj - MATGHLINE - SEE SHEET LP-1 MATGHLINE SEE SHEET LP I IF I vt, PLANTINCG LEGEND SYMBOL BOTANICAL NAME COMMON NAME WATER QTY USE TREES _ C> • ACACIA AJ�EURA MJLGA ACACIA LOW 10 0 // --- ___ -- ---, { Q3 ACACIA SMALLiI SWEET ACACIA LOW 39 ` - + OALBERGIA SISSOO ROSEWOOD MOD 19 - �� i/ ' ' ? I I ( J s OL FRAXINUS 'FAN-TEX' ASN LOW/MOD o j j 1 \ W o pISTArCiA CNMENSIS CHIMSE PISTAC14E MOD 6 0 `7 -- j` .__ -- ------ �' `'\\ Yl // � .-1•- ram\ MOD F ! • • L r. . t5 ' - f {—j CASt]ARMA EGIUISETiFOLIA HORSETAIL TREE 18 ' :. { lu 091 QUERCUS VIRGINIANA SOUTHERN LIVE OAK MOD 15 x j / I / / / dl tlPl TREE MOD TIM" TIPU • PLATANUS MEXICANA M EXICAN SYCAMORE HIGH 44 OF CHITALPA TASEKENTEN8IS C 41TALPA MODA4W 29 'MORNING CLOD' f " CERCIDIUM 'DESERT MUSEUM PALO VERDE LOW KOELREUTERIA BIPINNATA CHINESE FLAME TREE MOD ACACIA WiLLARDIANA PALO BLANCO LOWA'IOD 14 o+ f 4 = LAGERSTRIMMiA MDICA CRAPE MYRTLE LOWA"t00 18 ' UAI / \ \ PALM5 0 . .' / / \ E _ \ C 4AMAF-ROF'S HLMIILIS MEDITERRANEAN FAN PALM MOD 5 CALIFORNIAPAN PALM HIGH 31 WASHMCxTONiA FiLIFERA ,,,.= � {• / �' e •f / / \ \ � •\ . ° x o \• Ili X f ' }} r \ � <NIF �c O 1 +• O o ,• r r p00 \�Dl_ O 0 t• ° \ _ ✓;r. ' 15 , LU tu ikq 0 4, --------------- < V - - a r. '€ t ^ f+ ] t- r .. ., U •�. ..... .. ,.; - _. -.. ... Wit.. , ., „ ':.; ? - r r. r O' Z w. k. ..,,..,.k: ...,.„,r. •c. .5 ...-:>rev ii a'c.,x -.3: ,.v- t ,...., .v 2.,,t; a•', SHRUBS / DESERT ACCENTS GROUND COVERS PLr4NTi1`iG NOTES �- _ � w __- _ 3 _ 11�—. aer" di���'t-i—�..i.ria�3�c� ./-�- -� \ Y �._- "--I t ACACIA REDOLENS DESERT CARPET LOW i GAL. PLANT AT 1 O.C. o IRRIGATION LI-5 _ L CONTRACTOR SHALL NOTIFY THE OUNER S REPRESENTATIVE OF SITE CONDITIONS (� AaA vE VICTORiAE REGINAE asEN `VICTORIA AGAVE LOW 64 5 GAL. SEE DETAIL 1 t 5 SHT.LP-6 ® 'DESERT CARPET SEE DETAIL "i SHT.LP-6 4 - ? PLANTINC, LP-5: 3 E WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. IIRRI6ATION LI-I � i TIO � t ? 1 �+:- I�'.QNSTRUGTION L�.-5 1 °o 2. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND REINSTALLING IRRIGATION AGAVE PARRYI VAR TRUNCATA ARTICHOKE AGAVE LOU) 132 5 GAL. SEE DETAIL '1 t 5' BHT.LP-6 + y£�,q X 81J"MER BEAUTY VERBENA PLOD I GAL. PLANT AT 30" OTC. ♦,PLANTIN&-LP-I #� � - �; ?,_.' ;STAIGIN6 LS-5 + + + + W Doi EG1111F'MENT AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SEE DETAIL "1 SHT.LP-b GON5TI�GTIQN LG-I; ;<: N5 N 3 L-_. _ BPEGi'ER fIONB. O AGAVE VILMORMIANA OCTOPUS AGAVE LOW 36 5 GAL SEE DETAIL 9 t 5' SHT.LP-6 / 5`F444iG1N6 Lfp-I 'Ix BULLSEYE BEF11MUDA HYBRID BY WESTCOAST TUFF STOLONS 200 BUSHELS/ACRE, APPLY W✓ /'. ;xr` 3. IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR t0 PLANTING ALOE 1S ALOE VERA LOW 25 5 GAL. SEE DETAIL 1 4 5 SHT.LP-6 0 r/ X 4. TREES AND SEMIS SHALL BE PLANTED AFTER CONCRETE PLACEMENT,BUT NOT ® MECHANICAL STOLON PLANTER l ,;s \ •,�fix, i� � ' PHONE: 900-441-1640 c BEFORE IRRIGATION COVERAGE: TEST NO. 1 HAS BEEN APPROVED.IEEE CAESALF'INIA PULC 4MIMA RED BIRD OF PARADISE MOD 39 5 GAL SEE DETAIL '1 t 5' SHT.LP-6 SPECIFICATIONS). 5. PLACE TREES BETWEEN NQRIGATION HEADS WHEREVER POSSIBLE. O C4LLIANDRA C-ALIFOR 41CA RAJA-REP FAIRY DUSTER LOW/MOD 116 5 GAL SEE DETAIL '1 i 5' SHT.LP-6 o`� ` 4-- ' KEY MAP 6. PROVIDE 2' LAYER OF DEG.UNDER ALL PLANT MATERIAL. •. SIENNA NEMOM41LA BUSHY SENNA LOW 45 5 GAL SET: DETAIL '1 t 5' SHT.LP-b 1lINEs � 4 1 / ♦k h d _J..._ • ♦ 1545NONIA CAPREOLATA CR088VINE LOWA�IOD 49 5 GAL STAKED PLANT AT 20 OjC. „w ., r <. 4 N.T.S. 3 1. CONTRACTOR IS RESPONSIBLE FOR ALL REPAiRS AND/OR REPLACEMENT OF SEE DETAIL '6' SHT.LP-6 �, ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT 18 A CHRYSACTMiA MEXICANA OAMIANITA LOW 199 1 GAL. SEE DETAIL i i 5 GMT.LP-b DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS z CNR1'80T4I,N"A�NIS NALSEOSUS RABBITBUSH LOW 104 5 GAL. SEE DETAIL '1 t S' SHT.LP-b �V�-`' CAMPSIS RADiCANS TRUMPET CREEPER MOD 40 5 GAT.. STAKED PLANT AT 20, OTC SUB-CONTRACTOR REPLACEMENT ITEMS SHALL � EXACT DUPLICATE OF O SEE DETAIL 16' SHt LP b :. '`� {�N a , IRRI6A 1 ORIGINAL WORK OR PLANS,UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. O C0NYOLYLLM MAURItANICUB GROUND MORNING GLORY MOD 69 1 GAL. SEE DETAIL 1 5 SHt.LP-6 yt-t pYyOS IA vENUSTA FLAME VINE MOD 65 5 CAL. STAKED PLANT AT 20' OTC ' 1G 8. WHEREVER AREAS ARE ADJACENT t0 TURF INSTALL CONCRETE OALEA FRdTESCENB SIERRA NEGRA DALEA MOD 63 5 GAL.. SEE DETAIL 'I t 5' BHT.LP-6 . .At `#N6 .P' PLANT Lam' Q (- AS INDICATED ON C�FUWNNGrS. 'SIERRA NEC ACCENTS: SEE DETAIL 'b' SHT:LP 6NJ TE©NP CONS ON MOWSTRIP OR HEADERBOARD MD � " ,�•^ 5TA LS-4 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE OALEA GREGGI TRAILING INDIGO LOW 31 1 GAL SEE DETAIL 11 t 5 SHT.LP-6 2' 3', t 4' CRESTA ROJA BOULDERS OR APPROVED EC�UAL SEE DETAIL 13' SHT. �' � �` `�_ � � •�' ' APPROVED BY THE OWNER'S REPRESENTATIVE. � �* ® O' BOULDER Z2 TNS,441 LBS--- 3' BOULDER A4 TNS, 1611 LISS 10. ALL TREE s BHRJB MATERIAL SPECIFIED MUST MEET AMERIGAN ASSOCIATION OF //� EREMOPHILA MACUL4TA VALENTINE EREMOPHILA LOWA IOD 63 5 GAL. SEE DETAIL 1 t 5 SHT.LP-b ``VALENTINE' 4 BOULDER■2A91N8 41'i3 LBO NURSERYMEN STANDARD SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF w Sri CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF l4 8 )DOS RIDS COBBLE OR APPROVED EC.2JAL ERE FtACEMOSA FASTER EGG PLANT LOW 28 5 CAL. SEE DETAIL '1 i $' SHT.LP-6 N_ N INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR SPECIES SU5STRUTION1 o DOWN-SIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF FALLUGIA PARADOXA APAC a PLUME LOW 45 5 GAL SEE DETAIL '1 < 5' SHT.LP-6 BY: SOUTHWEST BOULDER 4 STONE (160)342-5522 r LANDSCAPE ARCHITECT WiLL NOT BE ALLOWED. SEE DETAIL 'i 4 5' SHt.LP-6 12" - 18' CRESTA ROJA BOULDERS OR APPROVED EaJAI_ P il. CONCEAL ALL IRRIGATION SALVES M SHRUB AREAS, b GAME MINM•it M'i-- 5 b M HEKoHT aIDuIERIA SPLENDENS OCOTILLO LOW 23 -- o o N N ' APPLICABLE. 12 BOULDER■.04 'M8,15 LBS---18 BOW..DER■13 T'NB,252 LBS) 12. TREES ARE TO BE PLANTED A MIN"OF 5' AWAY PROM ALL 14ARDSCAPE AND BUILDINICf,,. 8HRt1B5 TO 15E PLANTED A MINIMUM OF 36" AWAY PROM ALL HESPERALOE PARVIFLORA RED YUCCA LOW 195 5 GAL SEE DETAIL '1 t 5' BHT.LP-6 A TM...N•■• h.r.�^ ■■+ *■ � Wdw HARDSCAPE AND BUiLDiWGcS. LELCOPHYLLUM PRUtESCENIs GREEN CLOUD TEXAS RANGER LOWA`IOD 91 5 CAL. SEE DETAIL '1 t 5' BHT.LP-6 ''�"""0'''�"" men°�~° � ��`����� GARDEN 801E PER SPEGIFICATIONIS-PLANTS TO BE PROVIDED BY COMM UNITY orrIN .NN N o w.� na.�. ogre■ �.a.oi.r LOCATIONS SH011A�1 ON MAY REQUIRE ADJUSTMENT M THE FIELD. YsREEN CLOUD :i T R{ ■■+ + ~•• of tft a 13. 11A EVER FEASIBLE,TREES SHOULD BE PLANTED A MINIMUM OF TEN (10)FEET X LEUCOPHYLLUM LAEVIGATUM C 41HUA14UAN SAGE LOWIMOD 40 5 GAL SEE DETAIL '1 i 5' SHT.LP-6 �Y € ` ..N.hw�. bkst FROM ALL UNDERGROUND UTILITIES STREETLKsHTS,HYDRANTS AND OUT OF � � � » � i�K -«-�.��+w. A+e.t.w.r,m ,INACsE Flow LINES. SHOULD tE(IS NOT BE P08815LE,CONfAct THE TM... ..w.� � .. �pp��Ap Nnd �e■f M UrMbd b CYMD and Ili�l! LANDSCAPE ARCHITECT FOR DECISION ON PLACEMENT. O UM PRUMOSUM SIERRA BOUCLE?' LOWIMOD 28 5 GAL. BEE DETAIL '1 t 5' SHTr LP-6 LE: ,u_2 Q' 14. CONTRACTOR TO SUBMIT PLANT SPECIFICATIONS NOTING HEIGHT,SPREAD AND NOLINA MICRUGARPA BEAR GRASS LOW 33 5 GAL. SEE DETAIL 9 5; SHT.LP-6 0 10 20 40 PAIN WATM ANAM Mt«U■N1aVISM RUNK T CALIPER FOR TREES TO 011MR S SENTATIVE PRIOR TO PURCHASE PENSTEMON PARRYi PARRt'6 PENSTEMON LOW 9O 5 GAL. SEE DETAIL 1 t 5 BHT.LP-b J OF PLANTS. cv+w ruw• oevELormow sswuns s,ploavhm PREPARED BY: 6A6/O6 CC6 ANi9"49NJ.1eIB.DADDITIONATMT �VWS'`SM OF PAW IN THE CITY OF PALM DESERT, CALIFORNIA fULOCAnoN OF POO/MAINLINE S H E E T G/,�, L-E R T �''°°`'"� 11/11/06 006 ® 1lC mNO FREEDOM PARK D AV 04SINEM-Mm*6r..m"d LF-2 DIAL TOLL FREE r s AN D A S S O C I AT E S i N C. PAT>` LANDSCAPE 1-800-422-4133 R.ar..NO. W74M . 6-50-06 AT ?.EAST TWO DAYS `** `= 800 North Haven Avenue, Suite 300 6� SCALE �� Dw6. NAME Ontario Calfornia 9V64 PLANTINnPLAN BEFORE YOU DIG p��,���� �/� �p� /� reslePJID Jm PILE NO. Ph ow la' 9M.4 I.57W DATE BY O! iW1°1tON APP'D DATA /MA/6Z✓,JA OFVX00I5 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REV 15 1 O N 5 GG6 JUN Iq, 2006 1 CITY OF PALM DESERT Gfy�00-00I5 PLANTING Now , LANT I NCG LEGEND i. GC7�dTRAGtOR SHALL. NOTIFY THE OtlJrER'8 REPRESENTATIYE OF SiTE CONDITIONS x x { SYMBOL BOTANICAL NAME COMMON NAME WATER QTY WHICH F'REVENt 1StAU.ATION PER PLANS AND SPECIFICATIONS. { USE TRms 2. C W SHALL BE LIABLE FOR AND REINStALL1Cs IRRIGATION OQ)ECaUIPMI=Nt AND REPLANTMG AREAS WHICH NOt MStALLED PER PLAN AND "' + ti j BPEGIFIGafIONS. 3. IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PLANTING. �` x ACACIA A4 h'�lLGA ACACIA LOW 10 T NOT _ : : +� ; ' ' : ' : ' + •• ..� _ T ACACIA -39 (D -TREES AV DOE PLANTED a4FTER� PLaCIE"ENT,BU _ AAMIALL11 -� 8t NO. HAS BEEN APPROVED. SEE X ' I KGATION COVERAGE TEST BE _ ......------•--, . BEFORE RR , 8PECFlGATIONS). = • 5. PLACE TREES BETWEEN iRRiGAMON 4EAPS AVER POSSIBLE. - • " \ :• ;. .• �� , + DAL.BEFe�'sIA Bt8800 ROSEIiJOOD MOD B 6. PROVIDE 2 LAYER OF DA UNDER ALL PLANT MATERIAL. • '1, CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS LVADR RED OF FRAXINUS r-AN-TEX' ASH LOW/MOD 46 ANY DAMAGED LANDSCAPE AREAS BEYOND THE LI1''fIt OF WORK,THAT IS A :{ '' DIRECT RESULT OF THE LANDSCAPE COId87RiJGTiON AND/OR HIS *{" ♦ +, SUB-C:t71�t'tRACtOR R£F'1.I�tE:MENt ITEMS SHALL EXACT DUPLICATE OF ? I O ♦ o PiStAGIA 041PEW818 04108E PISTACHE MOP 6 ♦ 1A �� MOD IB ORIGINAL WORK OR PLANS,UNLESS OtHERUNSE PPt"adOYED 8Y T4E '. - o CASUARINA EQUISETFOLIA HORSETAIL TREE ARCHITECT. 8 W1 EREVtoR G1000NDCOVER AREAS ARE ADJACENT t0 TURF INSTALL CONCRETE I ` ' O ♦ : MOWSTRIP OR 4EADER15040 AS INDICATED ON DRAWINGS. Q a ♦ _ - • ' + ' • � e QUERCUS Y(RGINfANA SOUTHERN LIVE OAK MOD 1$ 3 CLEAN-UP SHALL TAKE PLACE ON A DAILY t3ASl8 UNLESS OlIIS>= p - APPROVED BY IHE OWI`ER'8 REPRESENTATIVE- ''� , ASsoctatlON of I � • � ��� . ' XI tIPUANu ttPU tN°U TREE MOD 14 10. ALL TREE i SHRUB MATERIAL. SPECIFIED MUST MEET AMERIGAN � � STANDARD SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. IF ? 7 CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SiZE At THE TIME OF INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTiONt ` PLATANUS MEXICANA MEXICAN 8YC;4MORE HICK-i 44 M \ i -a-1 t IS CHiTALPA MOO/NKsH 29 DOIW-SIZING (D OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF z + + : .+ . LANDSCAPE ARCk11TECt WILL NOT BE ALLOtlED. :I ( p a�` A° + .++ + .+ C41TALPA MORNING CLOUD n n +' W CERCtDIUM 'DESERT MUSEUM, PALO VERDE LOW 68 IL AAPPLIICAABL'LE. IRRIGATION YALVEB IN SHRUB AREAS, _ I 12. TREES ARE t0 BE PLANTED A MINIMUM OF 5' AWAY FROM ALL HARDSCAPE AND _ BUILDINGS. SHRUBS TO BE PLANTED A MINIMUM OF 36 AWAY FROM ALL a s ' HARDSCAPE AND BUILDINGS. ,. �` :+ `�..�,,� KOELREUtERIA BIPINNATA CHIi♦ESE FLAME TREE MOD b S. TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN 7HE FIELD. �~ ~ +: ~ ~ ~ "�-' ' 1 x a + +++ + ► ++ •• + + uj + ACACIA WILLARPIANA PALO t3i.ANCD LOW/MIOD 14 WHENEVER FEASIBLE,TREES SHOULD BE PLANTED A MINIMUM OF TEN(10)FEET4% 1'Rd'1 ALL UNDERGROUND UTILITIES BTREETLIG4T8,HYDRANTS AND OUT OF 01, E ~ CON1`AGT t!•E pRaINACxE FLOW LIMB. SHOULO t�18 NOI 1°SE P088(BLE, r-r. +: + '+ • . • . +: +' + •+• z �TROEMIA INDiCA CRAPE MYRTLE L.OWUf•10D 18 LANDSCAPE ARCI-lITECT FOR DECISION ON P'LAOET'It�IT. � ' • , , , I - H . YNY 1 FIB ►F4.� 14 CONTRACTOR TO SUBMIT PLANT SPECIFICATIONS NOTING HEIGHT,SPREAD AND PALMS ATI TO� S TO OWNERS REPRESENT YE PRIOR TRUWIG CALPER FOR TREES OF PLANTS. ,., � --.--• ' _! { CHAMAEROPS HIMILIS MEDIMW-ANEAN FAN PALM MOD 5 _ I - " : O °°,/r ► 1 / }_ WA8HINGTONiA FILFERA CALIFORNIA FAN PALM AL HKs#-t 31 \ Z;j f\... tea• Spa � `� �s GS db; J SHRUBS / DESERT ACCENTS AGGAVE VICTORIAE REGNAE QUEEN VICTORIA AGAVE LOW 64 5 GAL. SEE DETAIL '1 i 5' BHT:LP-6 , _ : : : : : : : • ' o ;,. AGAVE PARRYI VAR TRUNCATA ARTICHOKE ,4CsavE LOW 132 5 GAL. SEE DETAIL 1 i 5 8Ht.LP-6 G _ �'" Q AGAVE VILMORINIANA OCTOPUS AGAVE LOW 36 5 GAL. SEE DETAIL '1 i 5' 8HT.LP-6 , \\\\\ ALOE E��4DENSiB ALOE VERA LOW 25 5 GAL. SEE DETAIL 1 i 5 BHT.LP-b ® _ _ \ '% O CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE MOD 39 5 GAL. SEE DETAIL '1 i 5' ByT.LP-b O L O ° ,' :�: ; • " _ lu CALLIANDRA CALFORNICA RAJA-RED FAIRY DUSTER LOWA'lOD i16 5 GAL. SEE DETAIL '1 i 5' S4T.LP-6 SIENNA NEMOPI4 LA BUSHY SEI♦C♦LA LOW 45 5 GAL. SEE DETAIL '1 i 5' 8HT.LP-6 CHRYSACtINIA MEXiCANA DAMIANITA LOW ft I GAL. SEE DETAIL '1 i 5' S4T.LP-6 �///I!! 104 5 GAL. SEE DETAIL 'i i 5' BHT.LP-6 • .;t 1W � CNRl'SOTHAh�JB NAi,MSEOSUS RA�BBI'I'BUSH LOW R \ n i,C'4 ` _ U) O CONVOLVUL-US MAM"."A 11 4 GRakC. MOR""-'-GLOB„ a � L ®. • C � .�„�.♦, .,� � MOD b., i GAS. SEE DETAIN 7 i 5' BHT.LP-6 -�- �- 1 DALEA FRUTESCENS SIERRA NEGRA DALEA MOD 63 5 GAL.. SEE DETAIL '1 i 5' 8HT.LP-6 O 'SIERRA AEGsRA' v \ �' = - \ �' _ DAJ..EA CGRF.C�st TRAILING INDIGO LOW 31 1 GAL. SEE DETAIL 'i i 5' SHt.LP-6 o - /� � •�.• � _l ERkT10PHtLa MAcxILAtA VALENTINE EREI'10P41LA LOuuMtoD 63 5 GAL. SEE DETAIL 9 i 5' BHT.LP-6 \ + 'VAL.ENTh�' O E1Rp"tOPWILA RACEMtOSA EASTER EGG PLANT LOW 28 5 GAL. SEE DETAIL '1 i 5' BHT.LP-6 FALLUGIA PARADOXA APACHE PLUME LOW 45 5 GAL. SEE DETAIL '1 i 5' SHIN:LP-6 \ o SEE DETAIL '1 i 5' BHT:LP-6 ; :. ' FOUQUIERIA SPLENDENS OCOT iLLO LOW 23 -- �� 6 GAME MIhUM(tJ"1 - 5-6 IN HEKaH7 HESPERALOE PARVFLORA RED YUCCA LOW is s GAL. SEE DETAIL '1 i 5' BHT.LP-6 \\�\ \\ti\ \ \` \ \4:\ \, \ �, \� , \\\\` 18)F 4YLLUM FR ITESCENS CsREEN CLOUD TEXAS RANCGS'R L OUt= 80 DETAIL\ i 91 5 GAL.. a1L '1 t 5' BHT.LP-6 \ \\\ \\\ \\\ '\\\ \ o / !!I 1 \ / \ ' =T II ~ O LOtJQOPHYLLUM LAI:\iIGATIM CHIN AN SAGE LdII/r10D 40 5 GAL. SEE DETAIL '1 i 5' BHT.LP-6 I..EUCOFwLLUM MINOSi M SIERRA 00JQUET LOWA�D 28 5 GAL. SEE DETAIL '1 i 5' SHT.LP-6 \ \ , o NOLINA MICi�OCARPA BEAR GRASS LOW 33 s GAL. SEE DETAIL ,1 4 5' BHT:LP-6 6 ® PENSTEMON PARRYI PARRY'S PENSTEMON LOW 9O 5 GAL. SEE DETAIL 1 5 8H LP o A / \ / \ ! I \\,,►I► ,, \\ ,1 I I,/,, 6ROUND COVERS \ ---- - i _ '/ \� ( � _ •-� _ f ® ACACIA REDOLENS DESERT CARPEL LOW 1 GAL. PLANT AT 'T' OZ. / \ O r -- 'DESERRT CARPET' SEE DETAIL '1' BHT.LP-6 Y£RBENA X St�"A"ER BEAUTY VERBENA MOD 1 GAL. PLANT AIL OTC. 8EE DETAIL "1 BHT.LP-6 BULLSEYE BERMUDA HYBRID BY WESTCOAST TURF BTOLONS 200 BUSFE:LS/ACRE,APPLY W✓ ! Q \\ \ \ \ \\ \ �. I PHONE: OW-441-1840 MECHANICAL BtOLON PLANTER j \ / VINE: v / \ I WS\ _-�" I ♦ BIGNONIA CAPREOLATA CR058VINE LOW/MOD 49 5 GAL. STAKED PLANT AT 20' O.C. ',. , •I• ' ' 'i i SEE DETAIL '6' 8Nt.LP-6 �� �'` \, �: .. •• { •. � -'-1f--- GAMF'8iS RADIGANS TRUMPET CREEPER MOD 40 5 GAL. STAKED PLANT AT 20' OTC. SEE DETAIL b S4T.LP-b �'yf�--• PYROSTEGIA VENUSTA FLAME VINE MOD 65 5 GAL. STAKED PLANT AT 20 OJC. OL MN r r I O - - i` 1 \ \ '\ 0 AT a 000 Oa0 1 1 t NTING LP L.A - A 1 1 16ATION I I l RR L TlON' FV5TR11C. 00 O O O O � o i r W v, . y a p ; " � ,-•- o a o :10 0 0 0 I 1 � ;- ;ALA - - . • rrrtN� � ! 0o a a as oo a r O O • . . • O O O _ � t GOh�'1'�GT1 t` ��, O 4 0 O O O O t l t l !! I l!1 5 ALIG N6 1=�5- � t 1- v i ♦ v ,.,v v v � I Jw:^ i { � Y' r -r � � / \ \?fit ��� \ \ .\•\\ �\ + + " ply' �R� KEY 1"TAP 1 + _ O O O O + t � 4 �..,--'" � i` � t • v � �' 'wow � w�\ Yv�� � v v ��vA \ vy�, .01 + O O O O O O O O O O O 000 OOa _ i { ``-,_, I ATbN 1:.1- �' IRRI6A LI - "` 00 O O • : 000 0000 ' 1yTr(N6 LP?i� PLANT : • N5T3�1J6TI ON,-LG�.2 DONS ON OO O : O O O OO O OOO OOOO 1 ! SFAfCIW6_� 2, 5T L5-4 \-- H1 -- MATCHLINE - SEE SHEET LP-4 - --- r MATCHLINE - SEE SHUT LP-4 \ '\ ACCENTS: 2',3', i 4' CRESTA ROJA BOULDERS OR APPROVED EQUAL !2' BOULDER ■ .22 TNS,441 LB*--- 3' BOULDER ■ .84 TN8, 1611 LOS 4' BOULDER■2AS TNS,4113 LBS (4"-8")DOS 0106 COBBLE OR� EQUAL BY: $OUTHWI=ST BOULDER i STONE (160)342-5522 wihMt b ■eearNw Mln wslK llnm 7. ndUtea 1. s.and. to G.s".N.n SMW a mail. .nw.r�• T R 1 Mr �ad]a rl maQMa0 6 �amr /maMllt� p p 12" - 18" CRESTA ROJA BOULDERS OR APPROVED EQUAL ': i�a.,,.�w.° mrM�..r=.�a�:w iN ~.w Diann'''" TIN" BOUL.DHR■A4 TNS,15 LBS---IB" BOULDER■J3 TNS,252 LOS) ..n.,.■a �mem. t dwlwm..t s<=.: Ml NM�mat M mr MrMdai M CYMD sid YI�R GARDEN SOIL PER SPECIFICATIONS-PLANTS TO BE PROVIDED BY COMMUNITY ��_ ' K -•�r. mat t�.t• SCALE: i -20 0 10 20 40 *AEI "?m r sae cvw rum• OMLOIaP�[f�lIMC�6�•dRVNOR PREPARED BY. Q tar R&L r-Il�.v AMMVN AT MST BYs iN THE CITY OF PALM DESERT, CALIFORNIA S .H E E T b/16/06 CC.6 I SWe OF PAW '�'� il/?/Ob ccb TION of� M�liNL FREEDOM PARK DIGAL-ERT teE51zIW�s h �. � '�. � DAV I D E VA N S CITY t�rt�-t�a-.e�wooa LF-3 . . DIAL TOLL FREE 4 �i ATE � AN D A S S O�+ IATES iNc. ftf.,Z_NO. 5"M LANDSCAP"m 1-800-422-4133 DINS. NAME bj AT LEAST Two Days * \ * 800 North Haven Avenue, Suite 300 D�raa SCAM ' Ontario Caorr�a 91764 ,�,�6z/.�A ,,�r Tom' FLANTINnPLAN FILL= rio. BEFORE YOU DIG `��.� Phone: 9WAM57J50 PATE 9Y Dl�IPitON APP'D DA'f>~ /MA/6Z/.1A GPZJlX0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA c JUN CITY OF PALM DESERT 5 REV 1 5 1 0 N 5 GG6 .xlN 14, 2006 y it , i V i V �/,• tom" ''---''' � ! ! ! MATCHLINE - SEE SHEET LP-3 ! MATCHLINE - SEE SHEET LP-5 'A I < < x k X l 4 � F 1 /-y c tI 1f tom, ,1I1 Iiti Q :. • o a I I :. ► : ❑ ' . . , . sue s 3'2 { I VVV��• •. ' '`� ❑ :13, •; •• M { ! yow __.. ------------._ - ° 11 to � . . . . � r` I ( � `" _ �� �—_—_._--_=��,^ ,i�•�„�...`�' ,: _ _'"" — ��`\\\ \ 1 PLNTI NG LEGEND — 1 1��`�� SYMBOL BOTANICAL NAME COMMON NAME WATER QTY SIZE REMARKS � � •� •; ,t 1'RCES USE 1"UL.GA ACACIA LOW 10 24" BOX FULL BRANCI•ED ACACIA A1Jk1,1RA SEE DETAIL 7' BMT.LP-6 • , ' '• .• .� - �`-'' 1 I ACACIA BMALLti BUEET ACACIA LOW 39 24" BOX SEE DETAIL 7' BHT.LP-6 t DALBERGIA 6I6800 F408EWOOD MOD 19 24" BOX FULL BRANCHED 1 SEE DETAIL 7 BHt.LP-6 I i FRAXINUS 'FAN-AN ASH LOW/MOD 46 24" BOX SEE DETAIL '2' SHT.LP-6 s PISTACIA C 4 ENSIS CHMESE PISTACHE MOD b 48" BOX SEE DETAIL 7 BHT.LP-6 CASUARINA EQUISETPGLIA HORSETAIL TREE MOD is 24" BOX FULL BRANCt-ED • • • , : �� . .. i � i' �� i • SEE DETAIL '2' SHT.LP-b GiU=1�CX{B VIRGMIANA SOUTHERN LIVE OAK MOD B 36" BOX SEE DETAIL '2 BHT.LP-6 i tIPU TREE MOD 14 24" BOX BEE DETAIL 7' SHT.LP-6 tIPUArQft TIPU PLATANUS MEXICANA MEXICAN SYCAMORE 1404 44 24" BOX SEE DETAIL '2' BHT.LP-b CNITALPA TAS-IKENTENSIS GHItALPA MODMK,H 29 24 BOX SEE PETAL 7 SHt.LP-6 �\ �1� \ _ ` 1 a ' I i"'fORF ING CLOUD, { i I I CERCIDIUESERT MISEUM' PALO VERDE LOW 68 36" Box —{— '4 'D BEE DETAIL 7 BHT.LP-6 •'• . . � •• ••• ' .:�. \��� /i \��� �//� { RGOELREUTERIA BIPMNATA CHMESE FLAME TREE MOD b 24 BOX SEE DETAIL 7 BHT.LP-b '„�- - { ACACIA WILLARDIANA PALO BLANC.O LOtUIhtOD 14 24" BOX SEE DETAIL 7' BHT.LP-b - / LACTROEMIA NDIC4 CRAPE MYRTLE LOW/MOD 18 24" BOX SEE DETAIL 7' BHT.LP-b U ATERMELON RED' '11 PALMS THRkE TRW MULTI -�- I HLMILIS MEDIAN FAN PALM MOD 5 6-8 BTH SEE DETAIL '3HT.B LP-6 • WASHMGfiONtA FILIFER4 GALIFORNtA FAN PALM 1-10.1 31 BEE PLAN BEE DETAIL '3' BHT.LP-6 Ll _ SHRUB5 / DESERT ACCENTS ' AGAVE VICTORIAE REGNAE aRM4 VICTORIA AGAVE LOW 64 5 GAL. BEE DETAIL 14 W BHT.LP-6 = = _ AGAVE PARRYI VAR TRUNCATA ARTICHOKE AGAVE LOW 132 5 GAL. SEE DETAIL 14 VOW.LP-b \, Q4 1 36 8 DETAIL 1 5 SHt.LP-6 .. AGAVE VILMORMIANA OCTOPUS AGAVE LOW GAL SEE DE . O + ++ 0 _ _. .. 7 � WSW. • - !, + _ \. ++ ' . .� . . t•' , . • /l l l I 1�� \\\ �/1!i i����\ ALOE 18 ALOE YERA LOW 25 $CsAL. WE DETAIL ' LP-6 ' . . .f • .,-`_ ,- --_ _ + + � - � . ' , • . . O CAEBALPMIA Pt�CHERRIMA RED BIRD OF PARADISE MOD 39 5 GAL. BEE DETAIL 1 t 5 SFRt LP-6 • + + +... .-=x -�- ,,,t � �. +\ �, � • . , •,' � ' • •� _- � �,. ♦ CALLIANDRA CALIFORNtCA RAJA-RED FAIRY DUSTER LOWA"IOD 116 5 GAL. BEE DETAIL 1 5 SHT.LP-6 &: '' + + \ +� O •• LOW 45 5 GAL. SEE DETAIL '1 4 W BHT.LP-6 + BEt4�A NEMot'HILA BUST-1Y SEhWA _ -�- - - :• AIL '1 ! 5' SNT.LP-b + + + + + : " GHRYSACTMIA MEX(CANA DAMIANI'tA LOW 199 1 GAL. SEE DETAIL + + + r -_ \ t f _ i C-WSOTWAMNU6 NAUSEOBUS RAD51TOUS14 LOW 104 5 GAL. SEE DETAIL '1 t W BHT.LP-b SEE DETAIL '1 4 5' BHT.LP-b fy: •�'�" - ° + + .�- � � �--'� `` � �.' '� "� � :� ��PJ _ CONVOLWLUS MAURrTANICUS CxROUND MORNING GLORY MOD 69 1 GAL. ' + Q / / MOD 63 5 GAL. WE DETAIL '1 4 5 BHT.LP-b o + + + + + + + ++ ! TERRA NEGRA / �ALEA FRU'I"ESCENS SIERRA NEGR4 DALEA 1 3� BEE DETAIL '1 4 5' SHT.LP-6 • � ?fir++ + : • : . • . . � • . ': •. � � DALEA CsRECaCsI TRAILING NDKsO LOW 1 GAL. ° 0 EREMOP14LA MACULATA VALENTINE EFMTIOF4I1LA LOIIU 0100 63 5 GAT.. SEE DETAIL '1 4 5' SNT.LP-6 o Nff- •. / t N 'VALENTINE' EREMOPNILA RACEMOSA EASIER EGG PLANT LOW 28 5 GAL. SETT DETAIL '1 5' BHt.LP- 0 N ' ( :O FALLUGIA PARADOXA APACI-E PLUME LOW 45 5 GAL BEE DETAIL 1 4 5 SHT.LP 6 r/ -/ • + '!� ly DETAIL '1 4 WSW.LP + +r \ -'" N' aI11ERIA SPLENDENS OCOTILLO LOW 23 -- 6 CANE MRNPW- 5 6 IG♦•{1' FaU .._,_. T SEE N \ GAL. SEE DETAIL '1 4 W SHT.LP-6 + ,+_T _.++ + ..._ '�•-- HESPERALOE PARvIfLORA RED YUCCA LOW Is 5 itJ +± + + + + Y i': LEUCOPHYLLUM FRUTESGETyS CsRE UD EN CLO TEXAS RANG W/MOD ER LO 91 5 COAL. SEE DETAIL '1 4 5' BHT.LP-6 + o r ' LEUCOPNI'LLUM LAEVICx/4tt,�I CNf1 4I•N1AT1 8,4 LOW/MOD 40 5 GAL. SEE DETAIL '1 4 W SHT.LP-6 Z L:/ _ .. if - 33 S GAL. SEE DETAIL I t 5, BN7 LP b O \ � LOIIal1rIOD 28 5 GAL. NOLNA MICROCARPA BEAR GRASS r •0' Low <. , ,:.;, ,_., . .•,,<,_.rr., ,. ;r..: q,� x�,. . w .: ; ;� .. r .,: ti ��'` PE SIEMON PARRYI PAQR'8 PENSTEMON LOW 05 GAL. SEE DETAIL I 5BHT.LP- 6 2 5 N r J' r . .O h -µ- _...._ . • _ � . . . . . . . . . . - �� O� GROUND COVERS sus f ACACIA REDOI_ENS DESERT CARPET LOW i GAL. PLANT At 1 OTC. `_ "" - O ? •• ' x ® 'DESERT CARPET' SEE DETAIL "t' BHT.LP-6 - _-,... 1�-,,. `•-• 1 N �;s - t � 1 GAL. PLANT AT 30 OTC. ' .• + + + + YERSENA X SLMMER OEAUTY VERBENA MOD "I' SHT. -SEE LP b - - - . . . . . . . ' . N` . .. tD BY WESTGOASt TURF BTOLONS ACRaE,APPLY L; ��.. -.. � .�#� ,,�.; ,..,::. ' •. �; .� �--__---__ ---_---- � Ct�1iJL STOLON PLANTER , t � t � �, 2 Y W/ • ".•. "x%; # 3 f B+^'n' TY*'xr^' ,n s k„ N 1 y —S '` •. ,^``•.•. •„ , � ` , � � x ! �,, , : 4.... N ,,, O N a . - � I�RI6ATION LI-5 � 8 "' .-- "\.� \ =gazbw'3 u' ' ,'y t ,vsm Ss 'v y ► j �^-^'iy F� C= ; � LANTI N6 LP-5 � ,o lIRMSATION LI-I I TIO o C ., NSTRIJGTION LC.-5 a (y�{/J�jJb� ;STAKI N5 LS-5 1 `-i �,��. N N GOKST96,- N !-i; NS N �_-__; �`_� 00 PINE: , " y�,Q ♦ BIGNONIA CAPREOLATA CR1OBSVIhE LOWR'tOD 49 $GAL. - �'- ..\ ST+AKI L�?-I 1 1 STAKED PLANT at 20 o�C O E; SEE DETAIL 6 SHT.LP-6 CAMPSIS RADICANS TRUMPET CREEPER MOD 40 5 GAL.. STAKED PLANT AT 20' OZ. SEE DETAIL b SHT.LP-6 'yf-�-- PYROSTEGIA VENUSTA FLAM VINE MOD 65 5 GAL. STAKEDSEE DETAIL gH1.LP-6 ., � � � . � : • ' • - '� k x ACCENTS: ' \ \ : • : • -- , ... `\ -, \� �;. \,\�� .� � , �,� SEE DETAIL LP 9 Q { Cs � '` 2' 3' 4 4' CRESTA ROJA BOUI.DERE3 OR APPROVED EQUAL WSW. o; �� A�v \v4 v V v ���,� �� ® (2' BOULDER ■ 22 INS,44'I LBS--- 3' BOULDER ■ B4 TNS, 16T1 LBS P-. ,.. ` ' � �` 4BOULDER-209 TNS,41'13 LOS AN�T�(N6 LPG \s.`\ ' w (4'-8")DOS RIOS COBBLE OR APPROVED EQUAL NSTd�UGTION Ldr2 s\ �\\ \ � ��� � BY: S064TMtLEST BOULDER 4 STONE C160)342-5522 12" - 10" CRESTA ROJA BOULDERS OR A199WYM EQUAL v V lig J , v� ,��A\ \� ® 12" BOULDER-,04 TNS 'S LOS---19" 5OULDER-.13 TN8 252 LOS) GARDEN SOIL PER SPECIFICATIONS-PLANT8 t0 Y COh11N1TY D`r !;`�. rf._.n ! ._,_.._. ._ `"R'+ 4� A IIIM•/MIU "1M11 IMd/►�M aM�1�0 YIffi"J wdR KEY MAP x ,, \\ 4 a.m�rl.e"eraal...nn 11abr nw m, oMrnl :. r , } 4 � s.�. Boa.Sea" peen d MR.m...../. ��pbM.n/nNr«ri 0. , .f,61, .y C Mp doffappmm rN.T.S. Of ele ue� \ �Yw Ash►-.f-sar wlA.l�f A.r.M.YIYw.1.sn..d...M xr n/wN1 tlMll SCALE: P=20' O 10 20 40 PA=- :AIM rwNA40HOW«r"Itwo s v = =f CV*IW K.Mt• wivaanmw �woie NEA DAIJ_FEW APDITM AT V*5T A FW.OVW DYI IN THE CI TY TY OF PALM DESERT CALIFORNIA PREPARED BY: bneioe u.cl; A SM of P� 5 H E E T D I G,,�ns\ I-E R T 8 ,��, FREEDOM PARK IV'T/Ob CC* �AMON OF sac MAINLINE E con CITY 5*1N�R-Mark 6roomm-,d t VANU=-4 .DAV 1 D E S DIAL TOLL FREE � n�T� A_, u AN D A S S®C I AT E S I N C. ,sr-NO. W74ME.W. 6..� LANDSCAPE —4133 1-800-422 VM. NAME � * 800 North Haven Avenue 3ulte 300 DRfJ"Ihl WALE AT LEAST TWO DAYS �, S Tm } /MA✓6Z/JA A5 NOTED 10LANTINn PLAN Ontario Calfornia 9T164 DMIGNM JM NUR PILE No. BEFORE YOU DIG c�Gy.�� � Phow W9.4M.5750 PATE DY 0E5GRN'noN AP'O DATE /MA/&Z/JA CPDX0015 C�FGtGED DATE FOR+ V 1 5 1 0 N 5 GG6 4 0+06 CITY OF PALM DE SERT T 15 UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA R E J1JN I 2 i ! I 1 FLANTI NC-7 LEGEND SYMBOL BOTANICAL NAME COMMON NAME MATER OTY SIZE REMARKS TREES USE � i -.. � < 1 JulI I 10 FULL BRANCFDACACIA ArEURA MULGA ACACIA Low 24" BOX SEE DETAIL 7' SHT.LP-b CA0 SMALL 'ET ACACIA „W 39 2-4 BOR E DETAIL '2' 6WT.LP-6 -- , + DALBERCs1A SIS800 ROSEWOOD MOD GEE 24" BOX FULL BRANC.HFD BEE DETAIL 'Z SHT.LP-674, FRAXINUS FAN-TEX' AOH LOUZ 10P 46 24" BOX SEE DETAIL 7 SHT.LP-6 CHIi�SE PISTACI•E MOD 6 48" BOX SEE DETAIL '2' SHT.LP-6 ---- _ o P16TACIA CHINENSIS w.._,___., ._ ___ MOD QUISETIFOI. HORSETAIL TREE 1B Z4" BOX FULL BRANCHED C;�►Sl1A1QINA E DETAIL '2 8Nt b E DE L LP •SE . QUERCUS VIRGMiANA SOUTHERN LIVE OAK MOD B 36" BOX SEE DETAIL 7 BHT.LP-6 - TIPUANU TIPU TiPU TREE MOD 14 24" BOX SEE DETAIL 7 SHT.LP-6 PLATANUS MEXICANA MEXICAN SYCAMORE 14W 44 24" BOX SEE DETAIL 7 BHT.LP-6 CNITALPA TAS•KENTENSIS C 41TALPA MOD/4444 29 24" BOX SEE DETAIL 7 6WT.LP-6 f _ r1cx�NMG cLouD •� .1 I CERCIDiLIM 'DESERT M LISEU"t' PALO VERDE LOW b8 36" BOX SEE DETAIL 7' SHT.LP-6 KOELREUTERIA BIPINNATA CHINESE FLAME TREE MOO b 24" BOX SEE DETAIL 'Z' SHT.LP-6 +1 + ACACIA WILLARDIANA PALO BLANCO LOW/MOD 14 24" BOX SEE DETAIL 7 8H7 LP-6 ! IT LAGERBiROEMIA MICA CRAPE MYRTLE Low/MOD i8 24" BOX SEE DETAIL '2' 8HT.LP-6 MICA i f• f• -, — \ �� + �: .I� I r 'WATERMELON REDS [ ( \ A ++ iI PALMS THREE TRLNK MULTI CHAMAEROPS HUMiLIS MEDITERRANEAN FAN PALM MOD 5 6-6 BTH SEE DETAIL '3' SHT.LP-b WAOHMGTONIA FILIFERA CALIFOR 41A FAN PALM HIGH 31 SEE PLAN SEE DETAIL '3' SHT.LP . . ,,. .. • . � ! + � III mom ' SHRUBS / DESERT ACCENTS � ' . . . •� . . . •� .� � . . � .. •�`` � it Q AGAVE VICTORiAE WMINAE QUEEN VICTORIA AGAVE LOW 64 b GAL SEE DETAIL i t 5 SHT.LP-6 AGAVE PARRY, VAR TRNCATA ARTICHOKE AGAVE Low 132 5 GAL. SEE DETAIL 'i t 5' BHT.LP-6 Q AGAVE VILMORMtANA OGtOF'US AGAVE LOW Up5 GAL. SEE DETAIL '1 t $' WT.LP-6 I ALOE BARBADENSiS ALOE VERA LOW 25 5 GAL. SEE DETAIL '1 t 5' SHT.LP-6 / ( ° 11 1 + CAESALPMIA 1a''ED BIRD OF PARADISE MOD 39 5 GAL. SEE DETAIL '1 t 5' SHT.LP-6 j + l ♦ CALLIANDRA CAI-FORNICA RAJA-RED FAIRY DUSTER LOU"= 116 5 GAL SEE DETAIL '1 t 5' SI M LP-6 I SENNA NEMOPI-IILA BUSHY SIENNA LOW 45 5 GAL. SEE DETAIL '1 t 5' SNt.LP-6 / I o CHRYSACTMIA MEXICANA DAMiANiTA LOW 199 I GAL. SEE DETAIL 1 t 5 SNT.LP-6 _ F Cl-IRt'SOtH'AtMNL18 NAUSEDSUS RAB131TBUSH LOW 104 5 GAL. SEE DETAIL '1 t 5' Sift.LP-6 jt` _ '. . - •• • . . ' . . � ' ' • j © CONVOLVULUS MAURITANICUS C4QMMD MORNING GLORY MOD 69 I GAL. SEE DETAIL '1 t 5' SHT.LP-6 rf DALEA FRUTESCENS SiERRA NFGRA DALEA MOD 63 5 GAL. GEE DETAIL 'i t W BHT.LP-6 SIERRA NEGRA' DALEA GREGGI TRAILMG INDIGO LOW 31 1 GAL SEE DETAIL '1 t 5' OHT.LP-b ` + QL 1 f it I + t I EREMOPHILA MACW.ATA VALENTINE EREMOPHILA LOW/MOD 63 5 GAL. SEE DETAIL 1 t 5 SHT LP-6 'VALENTINE' EREMOPHILA RACEMOSA EASTER EGG PLANT LOW 28 5 GAL SEE DETAIL '1 t 5' OHT.LP-6 -- FAL.LUGIA PARADOXA APACI-E PLLIME LOW 45 5 GAL. SEE DETAIL '1 t 5' SHT.LP-6 t - _ AI i 5 BHT,LP-6 _.___ -� GEE DETAIL L -_- FOUQ111EMA SPLENDENS OCOTILLO LOW 23 - _._.__ __. __p_ _�_ �_._ _.._-- 6 CANE MMIMKJM-- 5'-6' M HEKsHT : `' ., . .. � - • . -_ - .____ ._._.—_ ..___ _._ '` + .+/ W • I HESPERALOE PARVIFLORA RED YUCCA LOW 198 5 GAL. SEE DETAIL 1 4 5 SHT.LP-6 tu I I 1 L.EUCOPHYLLUM FRUTESCENS GREEN CLOUD TEXAS RANGER LOWMOD 9'1 5 GAL 8EE DETAIL '1 i 5' SNT.LP-6 r ' ' I / ( I -'-' I + °+++/T7 I I YsREEN CLOUD, I s OX LEtICOPH' L LUM LAE VIGA1A CHI HUANUAN SAGE LO WMOD 40 5 GAL SEE DETAIL 1 t WSW.LP-6LELICOPWYLLLIM { I h408t�1 8 t Ai h t 5 SH7. 6 � � �..- PRU LP IERRA BOUG>1,E 8 5 SEE DETAIL LOWVMOD 2 GAL o NOLINA MICROCARPA BEAR CRASS LOW 33 5 GAL SEE DETAIL 1 t 5, SHT.LP-6 � I ® PENSTEMON PARRY[ PARRY'S PENSTEMON LOW 90 5 GAL SEE DETAIL 'i t 5' SM.LP-6 H { \,I I i I &ROUND COVERS � I ® ACACIA REDOLENS DESERT CARPET LOW I GAL. PLANT AT T' OG. I _ _ _ _ _ _ — _ — _ — 'DESERT CARPET' SEE DETAIL I' GMT.LP-6 —(" —,-- _— — _ _ � � � _ _ —__ _ _.._ — _ _... — — � i I + + IGAL. PLANT At30" O . t I __ _ _ _ — = =� _� _ — _ — `� _ — _ _ _ __ - -=`_=� -- -- _ - - - _ _ _ _ — _ _ � _- -- -- — + + VERBENA X SUMMER BEAUTY VERBENA MOD _ ! _ — — — ———— —— — — — — — SEE DETAIL "t SHT.LP-6 — — ( BULLSEYE BERsMUDA HYBRID BY WEStGOABT TURFSTOLONS 200 BUSI�ELS/ACRE, APPLY W1 i — — — — — —— —— — — —— —— — — — — ——— — — —— —— — — — —— — — — — — _.., _.._ - - __. - - _._.- -- _ a I — �• \ PHONE: OW-441-1040 MECHANICAL STOLON PLANTER VINE: 154NONIA GAPRE OLATA CR088VME LOI "OD 49 5 GAL STAKED PLANT AT 20' O.C. SEE DETAIL '6' SHT.LP-6 40 5 GAL STAKED PLANT AT 20' O.C. IS ,CANS 'rRtJh'IPET CREEPER MOD CAMPS RAD GEE DETAIL '6' 814T.LP-6 65 STAKED PLANT AT 20 OZ. PYROST'ECsiA VENUStA FRAME VINE MOD 5 GAL. SEE DETAIL 6 SHT.LP-6 ACCENTS: ak 2',V, t 4' CRESTA ROJA BOULDERS OR APPROVED EWAL SEE DETAIL '3' SHT. LP-9 ® l2' BOULDER ■ 22 TNO,441 LBO--- 3' BOULDER - 84 TNO, i6T1 LBS 4 BOULDER■2A9 TNS,41'13 LW x l4 -8a 008 R108) OR APPROVED EG><1�4i_COBBLE BY: SOUTHWEST BOULDER t STONE [160)342-5522 - - O O 12" - 18" CRESTA ROJA BOULDERS OR APPROVED EGLIAL. it BOULDER■.04 TNS,'i5 LBS---iB" BOULDER-J3 TNB,252 LBO) GARDEN SOIL PER SPECIFICATIONS-PLANTS TO BE PROVIDED BY COM"K NiTYPij i TIO `\� i lIRR16AT10N L I I �� \� \\f'LANTU46- -I f GON5TR6GTJQN -I STA(KIN6 L'O-1 x S o -� ` � `�• F\ a ---�._ KEY MAP s� N.T.5. I AT bN'Wv - IRRI6A I .�PPLA1�T I NG LI' PLANT �' GONST IJC TI ON,Ld' GON5 ON 5;F'Ai,CINb_l,f�-2,% STA LS-4 rt = HI i -- 4 X TMw pkM Ilene MM xwAowd�wN Ooo"ANo Y�y wd► Oldllaf In e"OefdeaM go Mo1K TIMo 7, OiNM•n 1•C1aplar s.ArNmb I" !o%" am"of M9•wgvtelny•lf1uh11i T R s j Mft In x MMM"11"x eMh tM MMI/wNexhq y OrOewdy}. a Mda *wkw by CVW doff dm tlll"iMlllo"p al to elltlee"h bb dba fat""d U n �l�1-N�fd Tewx. wM.end �enwxwtnt dnedw"of s"d be x, s; wwnwnbto WW OW or_el M-of-w"y No sum fkdobtd hig an smsedxx""f �1M Ueel t:11AD. i SCALE: V=2 0' 0 10 20 40 axis WATM MANACAM1 r ftV% VUCW IMF— _,— evc FL.M• aFrom sawwwm w•aRvawe PREPARED BY: tnb/ob c.Gs 0 It"Em 1 rmw ADDITION AT N MT Aa-I-Rav�D eys IN THE CITY OF PALM DESERT, CALIFORNIA SIM OF PA 5 H E E T RK D I G/&\ .L-E R T IIn/� ® R �N�F ,►. FREEDOM PARK 6 K DAV I D E VA N S CITY Br61N�- sr..�wooa LF-5 DIAL TOLL FREE �i ' �.` AND A S S®Ci I AT E S INC. DATE R"G.E. NO. "qM . 6-30-08 LANDSCAPE 1-800-422-4133 DW6. NAME AST TWO DAYS `T* 800 North Haven Avenue, Smote 300 �/MMA/&Z/JA as NOTEDPLANTING � AT LE Ontario Calforrna �� DESI�D J=Nu1� FILE NO. BEFORE YOU DIG eke Phone: W9.4K5 W DATE By A" DAIS /MA/6Z/JA GfpoX0015 DATE FM CITY OF PALM DESERT �rPD�OO-0015 UNDERGROUND SERVICE ALPRT OF SOUTHERN CAUFORNIA REVISION 5 GGcS Ia, 2006 i PLANT PALM SO THAT NOTE: IF NEEDED AXIS IS PLUMB •STAKE SINGLE TREES 24" BOX AND CONTRACTOR SHALL PROVIDE FINES AS SHOWN SEE APPROPRIATE PLAITING AND SMALLER. REMOVE NURSERY STAKES. ON PLANS. INSTALL FINES 2" THICK MINIMUM IRRIGATION DETAILS AS NECESSARY AND RAKE LEVEL. SMOOTH FINES TO DESIRED • IN TURF AREAS LEAVE A BARE AREA GRADE AND WATER UNTIL MOISTURE PENETRATES APPROX. 4" AWAY FROM TREE BASE TOTAL DEPTH OF FINES. AFTER WATER DISAPPEARS FINISH GRADE OF IN ALL DIRECTIONS AND FINES ARE STILL MOIST, ROLL WITH HEAVY FINES SHALL BE 1" ROLLER OR TAMP AND ALLOW TO DRY. FINAL COMPACTED DEPTH NOTE: DEPRESSED WATERING BASIN " DO NOT STAKE MULTI S, UNLESS NEEDED SHALL BE 2 THICK MINIMUM BELOW CURB ELEVATION. PLANT SHRUBS MINIMUM OF 3' FROM TO REMAIN DURING PLANT CURB IN MEDIANS, 2' FROM CURB/SIDEWALKS ESTABLISHMENT PERIOD. (COORDINATE PLANTING INSTALLATION WITH CITY IN PARKWAYS CINCH TIES (2 EACH) DO NOT BACKFILL MIX PER SPECS. OVER TIGHTEN, ALLOW TREE TO f ' _ REPRESENTATIVES PRIOR TO COMMENCING WORK TO ENSURE PROPER DEPTH.) MOVE SOMEWHAT TO BUILD -� ,....^� SET TOP OF ROOT CROWN ABOVE r CALIPER. FINISH GRADE 2" TO 4" FINISH GRADE 2 y�'$ LODGE POLE PINE TAMP & WATER-SETTLE IIIIII_-IIIIII IIIIII=_IIIIII= TREE STAKE (2 ) WHILE PLANTING _ _ SET 2" TO 4" ABOVE GRADE _ • . •5 :j ROOT ZONE - -III I I III III III III III III I I I I IIIIII IIIIII= DO NOT PLANT LOWER THAN TOP IIIIII= =IIIIII DEPRESSED WATERING BASIN OF ROOT BALL OR TOP OF ROOT BALL III III I I i III I i COMPACT REMOVE FROM TURF AREAS NOT TO BE LOWER THAN FINISH GRADE I I I I III III I III SUB-GRADE 6 DURING FINISH GRADING. -I I I I ( III III -III III COMPACTION — — � TO RELATIVE IIIIII=IIIIII=IIIIII=IIIIIII IIIII FINISH GRADE GRADE NATIVE UNDISTURBED SOIL =IIIIII-IIIIII IIIIII-IIIIII- 2" THK. FINES IIIII I= BACK FILL MIX FOR DESERT 2X ROOTBALL =IIIIII IIIIII= TREES AND SHRUBS TO BE / / IIIIII= II11=Illllt_IIINI- =IIIIII NATIVE SITE SOIL ONLY. 3 8" MINUS MATERIAL W 0 STABILIZER NATIVE UNDISTURBED SOIL CONTRACTOR SHALL PLACE DECORATIVE so FINES AVAILABLE FROM: BOULDERS WHERE INDICATED ON PLANS. UNDISTURBED NATIVE SOIL SOUTHWEST BOULDER & STONE FINAL PLACEMENT SHALL BE DETERMINED FOR PLANT PR SIZE REFER CITY OF PALM DESERT (760) 342-5522 IN FIELD & APPROVED BY PROJECT 3X ROOTBALL .1 TO SPECIFICATIONS. STANDARD DETAIL ROOT BALL OR APPROVED EQUAL LANDSCAPE ARCHITECT. SHRUB INSTALLATION 1 TREE INSTALLATION 2 PALM TREE INSTALLATION 3 DECOMPOSED GRANITE AT PLANTER AREAS 4 8'-12' VARIES LEGEND: 1. TREE PER PLAN 12" PAST VINE BOTH SIDES 2. TREE GRATE PER PLAN WALL ANCHOR AND SCREWS L 3. 4" CONCRETE PER PLAN N WITH 18 GAUGE GAL WIRE .TYP 4. 6 BASE COURSE UNDER CONCRETE 0 0 5. GEOTEXTILE FABRIC FINISH GRADE — — 1 6. "CU-STRUCTURAL SOIL" PER GAIL MATERIALS 2" THK. DESERT T 0 0 0 PHONE: 951-279-1095 GOLD FINES N 0 FAX: 951-279Fl -0956 -f I VARIES 3 2 I_I III I — 1/2 OF ON CENTER DISTANCE NOTE: 4 6 TO EDGE OF CURB, WALL OR 5 0 PAVIN6 1) SPACE 6:ROUND COVER,PLANTS PER COMPACTED SOIL 0 THIS DETAIL ONLY YEN PLANT ., 0 PLANTING PIT SHALL BE 0 CENTERS ARE NOT SWIAIN ON SAME DEPTH AS THE ROOTBALL — THIS DOES NOT INCLUDE 2) TRIANGULARLY SPACE PLANTS TYPICAL CENTER ANY MULCH OR PLANTER � SPACING' MIX. 0 NOTE: 0 5) PLANT SPAGIN6 TO LEAVE ENOUGH ALL SHRUBS AND DESERT ACCENTS SHALL BE IRRIGATED VINE AREA FOR MATURE SIZE PLANTS. 12, MIN BY ONE EMITTER CAPABLE OF SUPPLYING 0�� CLEARANCE SPACE REQUIRED. REQUIRED GALLONAGE. PLANTING OF 1, 5, OR 15 GAL. SHRUBS SHALL BE DONE PRIOR TO INSTALLATION OF GRADE DRIP EMITTERS. DO NOT HAND LOOSEN. ROOT BALL SCALE: 1/4"=1'-0" OCOTILLO PLANTING 5 VINE PLANTING 6 GROUNDCOVER PLACEMENT 7 STRUCTURAL SOIL AT TREE GRATE 8 2 9 10 11 12 Tmw pas Me.wa WNW b Na C"&%ft WSW am in aooaroa aft wr cab ft T,w"1.War►&mw 10� in aoPlaYon sAlb ft bW pm to f qm ft or ftwkr i of tlW�awdip y QNID atdf rea tit ba.nrr aPPi b aaaeAr Ito a w aN um Ifi m of Tam al*.+.a" paaaat of u*sn of ON YIN mw at he ON"r b*w In c"a1 115fUZ asrnlrb or got-1-"aMAwt We Plat a aoroo m"PIMA Dan ma 13 14 15 16 Oa,Qft."d. PREPARED BY: ArM aovW EW° IN THE CITY OF PALM DESERT, CAUMMIA 5 H E E T D RT FREEDOM PARK 01 DAV I D E VA N S ctrr EN61i -Mw*Swwo wood DIAL TOLL FREE D^ Q ANDASSOCIATES INC. � R G . W. anqim Exp. b PLANTING..1-rB00-444-4133 DETAILS VAS. NAIL * W0 North Haven Avenue, Suite 300 DI<AM WALE w*UUW so ouMVS �, `� TM Ontario California 91764 laep z/.►A As NOTE ¢�` I .loe FIDE NO. Phow 909.481.5750 PATE FY AP" DATE /MA/sz/JA of oxool s w�oae n mmu err of sou�rr+mw CAL"m ► R E V 1 5 1 0 N 5 GG6 NOV 15, 2005 C+rz4cr0 DAB ` CITY OF PALM DESERT GPOV000-0015 L, ELECTRICAL GENERAL NOTES ELECTRICAL SYMBOL LIST GENERAL SERVICE AND DISTRIBUTION EQUIPMENT GROUNDING CONDUIT MECHANICAL SYSTEMS: SURFACE OR WALL MOUNTED FLUORESCENT LIGHT FIXTURE - REFER TO FIXTURE SCHEDULE 1 THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN A M TALLIC TUBING UP TO 4" SHALL BE USED AS 1. VERIFY EXACT LOCATIONS AND ORIENTATION OF ALL MECHANICAL RECESSED CEILING MOUNTED FLUORESCENT LIGHT FIXTURE - REFER TO FIXTURE SCHEDULE 1. THE FOLLOWING NOTES REFLECT THE REQUIREMENTS OF THE 1. PANEL BOARDS SHALL BE FURNISHED WITH HINGED LOCKABLE E 1. ELECTRIC L E ELECTRICAL CONTRACTOR TO INSTALL A COMPLETE ELECTRICAL SYSTEM DOORS THAT ARE KEYED ALIKE AND FURNISHED WITH INDEX CARD ACCORDANCE WITH ARTICLE 250-GROUNDING OF THE NATIONAL PERMITTED BY THE ELECTRICAL CODE. EQUIPMENT WITH MECHANICAL DRAWINGS. FIELD VERIFY CONDITIONS 0 RECESSED LIGHT FIXTURE - REFER TO FIXTURE SCHEDULE PERMANENT DEVICE NUMBERS. PANELS SHALL BE AS ELECTRICAL CODEND CALIFORNIA ELECTRICAL CODE (CEC) WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH IN. INCLUDING POWER AND CONTROLS FOR HVAC, PLUMBING, HOLDERS AND (NEC)( ) ARCHITECTURAL EQUIPMENT, OWNER PROVIDED EQUIPMENT AND ALL MANUFACTURED BY SEIMANS, CUTLER-HAMMER OR EQUAL. ARTICLE 250-GROUNDING. 2. PVC SCHEDULE 40 CONDUITS SHALL BE USED FOR UNDERGROUND RECESSED WALL WASH LIGHT FIXTURE - REFER TO FIXTURE SCHEDULE COMMUNICATION, DATA AND SIGNAL SYSTEMS. INSTALLATIONS WHEN CONDUIT IS IN CONTACT WITH EARTH. 2. ELECTRICAL CONTRACTOR SHALL CHECK THE ROTATION OF ALL SURFACE MOUNTED LIGHT FIXTURE - REFER TO FIXTURE SCHEDULE 2. SEPARATE COMPARTMENTS ABOVE PANELS SHALL BE PROVIDED FOR 2. VERIFY SPECIFIC EQUIPMENT GROUNDING REQUIREMENTS AND THREE PHASE MOTORS AND CORRECT THE ROTATION IF NECESSARY. 2. THESE NOTES DO NOT REPLACE THE SPECIFICATIONS. IF A TIME CLOCKS, RELAYS ETC. AS REQUIRED. PROVIDE ADDITIONAL SYSTEM GROUND AS REQUIRED. 3. CONDUIT RISERS SHALL BE GALVANIZED OR PVC WITH HALF LAPPED H WALL MOUNTED LIGHT FIXTURE - REFER TO FIXTURE SCHEDULE CONFLICT IS FOUND THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMC TAPE COVERING. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE FUSES SIZED PER THE BEFORE PROCEEDING WITH WORK. 3. REFER TO PANEL SCHEDULES FOR PANEL MOUNTING REQUIREMENTS, 4. THE COMPLETE ELECTRICAL SYSTEM SHALL BE TESTED TO INSURE MANUFACTURER'S RECOMMENDATIONS. 0 EMERGENCY EXIT SIGN - SHADED AREA INDICATES FACE LOCATION - REFER TO FIXTURE SCHEDULE VOLTAGE AND INDIVIDUAL DEVICE REQUIREMENTS. COMPLIANCE GROUNDING REQUIREMENTS. 4. RIDGED GALVANIZED CONDUIT SHALL BE USED IN WET OR DAMP 3. THE DRAWINGS, DIAGRAMS AND SYMBOLS ILLUSTRATED ON THESE AREAS, ON ROOFS, EMBEDDED IN CONCRETE OR MASONRY WALLS, 4. STARTERS SHALL BE FULL VOLTAGE, REDUCED VOLTAGE OR ❑- 0 -0 CUT- OFF POLE MOUNTED LIGHTING FIXTURE REFER TO FIXTURE SCHEDULE DRAWINGS REFLECTS THE INTENT OF THE ELECTRICAL SYSTEMS AND 4. CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE WITH A MINIMUM 5. THE METHOD OF OBTAINING GROUND RESISTANCE SHALL BE IN EXPOSED IN ALL AREAS WHERE CONDUIT IS EXPOSED TO PHYSICAL COMBINATION DISCONNECT AND STARTER WITH CONTROL VOLTAGE AS ARE SHOWN DIAGRAM ATICALLY. GROUND FAULT RATING OF 10,000 AIC. FOR 120/208 SYSTEMS, AND ACCORDANCE WITH THE LATEST EDITION OF THE JAMES G. BIDDLE DAMAGE. REQUIRED. STARTERS SHALL INCLUDE MOTOR OVERLOAD PROTECTION, PEDESTRIAN DECORATIVE POLE MOUNTED LIGHTING FIXTURE - REFER TO FIXTURE SCHEDULE 480V MANUAL PUBLISHED ON THE SUBJECT. PHASE LOSS AND PHASE UNBALANCE PROTECTION AS REQUIRED. 4. VERIFY ALL SERVICE REQUIREMENTS WITH THE RESPECTIVE UTILITY 14,000 AIC FOR 277/ 5. LIQUID TIGHT FLEXIBLE CONDUITS SHALL BE USED FOR ALL FINAL 04 LANDSCAPE LIGHTING FIXTURE - REFER TO FIXTURE SCHEDULE COMPANIES (POWER, CABLE TELEVISION AND TELEPHONE) PRIOR TO 5. WIRING GUTTERS SHALL BE INSTALLED BELOW PANEL BOARDS TO DEVICES ICES CONNECTIONS TO MOTORS AND CONTROL DEVICES MOUNTED ON 5. ELECTRICAL CONTRACTOR TO REFER TO ALL SPECIFIC EQUIPMENT SUBMITTING CONSTRUCTION BIDS. FACILITATE MULTIPLE BRANCH CIRCUIT CONDUITS. VIBRATING OR ROTATING EQUIPMENT. AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND SPORTS LIGHTING STRUCTURE - REFER TO FIXTURE SCHEDULE 1. SWITCHES SHALL HAVE A RATING OF 20 AMPERE AND BE TOTALLY CHARACTERISTICS OF ALL EQUIPMENT SHOWN ON THE DRAWINGS. ANY 5. THE CONTRACTOR SHALL REVIEW THE COMPLETE SET OF 6. SWITCHBOARD AND DISTRIBUTION PANELS OVER 400 AMPS CONSIST 6. ALUMINUM FLEXIBLE CONDUITS SHALL BE USED FOR CONNECTION TO MODIFICATIONS AND OR ADDITIONAL WORK NECESSARY SHALL BE ENCLOSED TOGGLE TYPE WITH 277V A.C. RATING FOR FULL CAPACITY. LIGHTING FIXTURES INSTALLED IN SUSPENDED CEILINGS. INCLUDED IN THE BASE BID. CONSTRUCTION DOCUMENTS AND VISIT EXISTING CONDITIONS PRIOR TO OF ONE OR MORE VERTICAL SECTIONS BOLTED TOGETHER TO FORM MANUFACTURED BY PASS & SEYMOUR, HUBBELL OR LEVITON. DUPLEX RECEPTACLE - WALL MOUNTED +18" AFF OR AS NOTED SUBMITTING CONSTRUCTION BIDS. ONE COMPLETE FLOOR STANDING SHEET METAL ENCLOSURE. ENCLOSURE SHALL BE DESIGNED IN ACCORDANCE WITH U.L. 2. DEVICE AND COVER PLATE COLORS SHALL BE COORDINATED WITH 7. ENT CONDUITS ARE NOT APPROVED ON THIS PROJECT. 6. ALL TEMPERATURE CONTROL AND INTERLOCK CONDUIT AND WIRING i 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL STANDARDS FOR DEAD-FRONT DEAD-REAR SWITCHBOARDS THE PROJECT MANAGER, SHALL BE BY THE ELECTRICAL CONTRACTOR UNLESS SPECIFICALLY QUADPLEX RECEPTACLE - WALL MOUNTED +18' AFF OR AS NOTED , GENERAL CONTRACTOR AND ARCHITECT PRIOR 8. TYPE MC FLEXIBLE METAL CLAD CONDUITS MAY BE USED ON CONDUIT, WIRING, CONTROL DEVICES AND EQUIPMENT REQUIRED TO CLASS. HORIZONTAL AND VERTICAL BUSSES SHALL BE FULL LENGTH. TO INSTALLATION. SECONDARY RUNS BETWEEN DEVICES. HOME RUNS SHALL BE MADE NOTED OTHERWISE. REFER TO MECHANICAL / PLUMBING DRAWINGS DUPLEX RECEPTACLE - FLOOR MOUNTED IN APPROVED FLOOR BOX WITH FLUSH SERVICE INSURE ALL SYSTEMS ARE COMPLETE AND OPERABLE. PROVIDE FULL CAPACITY NEUTRAL BUS IN EACH SECTION. MAIN FOR ALL INFORMATION. FITTING OR AS NOTED WITH ELECTRICAL METALLIC TUBING CONDUITS. HORIZONTAL BUSSING SHALL BE FULL CAPACITY IN ALL SECTIONS. 3. RECEPTACLES SHALL BE GROUNDED TYPE 120 VOLT RATED AT 20 SPECIALLY RATED RECEPTACLE, SIZE AND NEMA CONFIGURATION AS REQUIRED OR AS NOTED 7. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF VERTICAL BUSS MAY BE TAPERED TO NOT LESS THAN 1/3 THE AMPERE TOTALLY ENCLOSED. MANUFACTURED BY PASS & SEYMOUR, " 7. ELECTRICAL CONTRACTOR SHALL COORDINATE THE ROUTING OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, SHOP DRAWINGS, AMPACITY RATING OF THE HORIZONTAL BUS, AND IN NO CASE SHALL HUBBELL OR LEVITON. 9. THE MINIMUM CONDUIT SIZE PERMITTED SHALL BE 3/4 . POWER WIRING TO ROOF MOUNTED EQUIPMENT WITH MECHANICAL PIPE DUPLEX RECEPTACLE - WIRED FOR HALF HOT AND HALF SWITCHED +18" AFF OR AS NOTED ADDENDUM'S AND CHANGE ORDERS ON THE JOB SITE. THE VERTICAL BUS BE OF LESS CAPACITY THAN THE SUM OF THE , ` CURB ASSEMBLY. NO SEPARATE ROOF PENETRATIONS WILL BE FRAME SIZE AMPACITIES OF ALL OVERCURRENT PROTECTIVE DEVICES 4. GFI RECEPTACLES SHALL BE PROVIDED AT LOCATIONS INDICATED 10. PROVIDE GALVANIZED SEAMLESS COUPLINGS AND CONNECTORS PERMITTED. ALL WIRING SHALL BE BELOW THE ROOF IN AN Q JUNCTION BOX - ACCESSIBLE FOR THE APPLICATION SHOWN ON THE DRAWINGS 8. MAINTAIN AND UPDATE DAILY A COMPLETE SET OF AS-BUILT MOUNTED IN THE RESPECTIVE SECTIONS. AND IN ACCORDANCE WITH THE ELECTRICAL CODE ARTICLES (SET SCREW OR COMPRESSION TYPE) WITH FACTORY APPLIED ACCESSIBLE CEILING SPACE LOCATION. JUNCTION BOX - WALL MOUNTED +18' AFF OR AS NOTED ELECTRICAL DOCUMENTS. 210-7(d),210-8 INSULATED THROAT. DEVICES SHALL BE USED IN ACCORDANCE WITH 7. SWITCHBOARD SHALL BE PROVIDED WITH UNDERGROUND PULL THE ARTICLE 348-ELECTRICAL METALLIC TUBING. 8. ALL ROOF MOUNTED EQUIPMENT SHALL BE WEATHERPROOF (NEMA O THERMOSTAT OR HVAC CONTROL DEVICE - PROVIDE 3/4" CONDUIT AND CONTROL WIRING AS 9. NOTIFY THE PROJECT MANAGER, GENERAL CONTRACTOR, ARCHITECT SECTIONS AND METERING FACILITIES THAT MEETS THE SERVING UTILITY 5. PROVIDE STAINLESS STEEL COVER PLATES FOR ALL .DEVICES 3R). REQUIRED. REFER TO HVAC DRAWINGS AND SPECIFICATIONS AND ENGINEER SHOULD A CONFLICT EXIST BETWEEN THESE DRAWINGS COMPANY REQUIREMENTS. LOCATED IN KITCHENS AND FOOD PREPARATION AREAS. 11. CONDUITS INSTALLED UNDER GROUND SHALL BE INSTALLED A ® EXHAUST FAN - REFER TO Hvac DRAWINGS AND SPECIFICATIONS AND THE ACTUAL FIELD CONDITIONS. REQUESTS FOR DIRECTION SHALL MINIMUM OF 18" BELOW FINISHED GRADE. CONDUITS INSTALLED UNDER BE MADE IN WRITING. 8. SWITCHBOARD BUSSING SHALL HAVE A WITHSTAND RATING EQUAL 6. SPECIFICATION GRADE SWITCHES AND RECEPTACLES SHALL BE STREETS AND PARKING AREAS SHALL BE INSTALLED 24" BELOW MOTOR - REFER TO MOTOR SPECIFICATIONS TO OR GREATER THAN THE AVAILABLE FAULT CURRENT RATING SHOWN PROVIDED. MANUFACTURED BY PASS & SEYMOUR, HUBBELL OR FINISHED GRADE. 10. COORDINATE THE INSTALLATION OF THE ELECTRICAL WORK WITH ON THE DRAWINGS AND AT NO TIME LESS THAN 65,000 AMPS, RMS LEVITON. SURFACE MOUNTED PANELBOARD - REFER TO PANEL SCHEDULE ALL PROJECT TRADES. SYMMETRICAL. VERIFY THE FAULT CURRENT RATING THE THE UTILITY 12. CONDUIT RUNS FOR UNDERGROUND FEEDERS OUTSIDE OF THE COMPANY REPRESENTATIVE AND UTILITY COMPANY ENGINEERED LIGHTINGBUILDING SHALL BE INSTALLED 24" BELOW GRADE AND COVERED WITH SURFACE MOUNTED TERMINAL CABINET 11. PROVIDE A WARRANTEE FOR THE ELECTRICAL WORK INCLUDING DOCUMENTS. 3" OF RED CONCRETE SLURRY. IQ DISCONNECT SWATCH - FUSED AND. HP RATED ACCORDING TO THE DEVICE BEING SERVED MATERIALS, EQUIPMENT AND WORKMANSHIP FOR A PERIOD OF ONE (1) 1. THE LIGHTING FIXTURES ARE SPECIFIED WITH A GENERIC MOUNTING YEAR AFTER ACCEPTANCE OF THE PROJECT BY THE OWNER.. NO 9. FEEDER CONNECTIONS AT THE SWITCHBOARD AND DISTRIBUTION FORMAT. THE CONTRACTOR IS RESPONSIBLE TO VERIFY AND PROVIDING 13. PROVIDE A CODE SIZED COPPER GROUND CONDUCTOR IN ALL [9-m MOTOR STARTER - NUMBER INDICATES THE NEMA SIZE ADDITIONAL COST FOR LABOR OR REPLACEMENT OF PARTS, MATERIALS PANELS SHALL BE TIGHTENED BEFORE GROUND TESTS ARE TAKEN. ALL HANGARS, CLIPS AND NECESSARY HARDWARE TO INSTALL LIGHTING UNDERGROUND PVC CONDUIT SYSTEMS. ELECTRICAL METALLIC RACEWAY AND EQUIPMENT SHALL BE INCURRED BY THE OWNER. FIXTURE AT THE LOCATION INDICATED ON THE ARCHITECTURAL AND SYSTEMS SHALL BE GROUNDED TO THE SAME GROUND SYSTEM. �(1) COMBINATION FUSED DISCONNECT AND MOTOR STARTER - NUMBER INDICATES THE NEMA SIZE 10. ADJUST ALL GROUND FAULT CIRCUIT DEVICES AS RECOMMENDED BY ELECTRICAL DRAWINGS. oil SYSTEM GROUND IN ACCORDANCE WITH ARTICLE #250 IN THE ADOPTED EDITION OF THE N.E.C. 12. RETURN OPERATING MANUALS, COPIES OF SHOP DRAWINGS, THE EQUIPMENT MANUFACTURE AND IN ACCORDANCE WITH THE 14. EXPOSED CONDUIT SHALL BE INSTALLED PARALLEL TO AND AT BROCHURES AND EQUIPMENT WARRANTIES TO THE OWNER AT THE APPLICABLE ELECTRICAL CODE. 2. THE CONTRACTOR SHALL VERIFY THE VOLTAGE OF ALL LIGHTING RIGHT ANGLES WITH THE BUILDING FLOOR. EXPOSED CONDUITS SHALL SINGLE POLE SWITCH - WALL MOUNTED + 42' OR AS NOTED, SUBSCRIPT SYMBOLS INDICATE COMPLETION OF THE PROJECT. FIXTURES PRIOR TO PLACING ORDERS AND RELEASING MATERIALS FOR BE GALVANIZED WHEN INSTALLED BELOW 9 FEET. � THE FOLLOWING: 11. FLOOR STANDING SWITCHBOARD, DISTRIBUTION PANELS AND SHIPMENT. 3 - THREE WAY SWATCH 13. PROVIDE A TYPED WRITTEN LIST OF A LAMP TYPES, WATTAGE'S TRANSFORMERS SHALL BE INSTALLED ON CLEANING PADS 4" HIGHER 15. EXPOSED CONDUITS THAT PENETRATE WALLS OR CEILINGS SHALL MD - MOTION SENSOR M - MOTOR STARTING SWITCH AND BEAM SPREADS FOR EACH FIXTURE LOCATION TO THE PROJECT THAN THE FINISHED FLOOR. 3. VERIFY THE COLOR TEMPERATURE OF ALL FLUORESCENT LAMPS BE MADE WITH 90 DEGREE "LB" CONDUIT BODIES FOR EMT OR RIGID a,b,c, etc. - INDICATES THE NUMBER OF SWITCHES AND ITEMS CONTROLLED MANAGER AND OWNER AT THE COMPLETION OF THE PROJECT. PRIOR TO ORDERING AND INSTALLA11ON OF LAMPS. CONDUITS AT PENETRATION POINTS. CONDUIT SWEEP PENETRATIONS 12. ELECTRICAL EQUIPMENT INSTALLED OUTDOORS SHALL BE PROVIDED ARE NOT ACCEPTABLE. O OCCUPANCY SENSOR - SURFACE CEILING OR WALL MOUNTED 14. AS-BUILT DRAWING COMMENTS SHALL BE TRANSFERRED TO A WITH WEATHERPROOF ENCLOSURE MANUFACTURED BY THE SAME 4. PROVIDE PLASTER FRAMES FOR ALL FLUORESCENT LIGHT FIXTURES IT Q PULL BOX - SIZED IN ACCORDANCE WITH ARTICLE #370 IN THE ADOPTED EDITION OF THE N.E.C. ELECTRONIC DRAWING FILES OR A CLEAN SET OF DOCUMENTS AT THE MANUFACTURE AND MOUNTED ON A CONCRETE PAD 4" ABOVE THE MOUNTED IN DRYWALL CEILINGS. 16. CONDUIT INSTALLED WITHOUT CONDUCTORS SHALL BE INSTALLED END OF THE PROJECT AND RETURNED TO THE ARCHITECT AT THE END FINISHED GRADE. NTH PULL ROPES, CONDUIT CAPS AND PERMANENTLY LABELED TO ITS _ CIRCUIT HOME RUN TO PANEL "A" CIRCUITS 2,4s OF THE PROJECT. 5. EXTERIOR POLE, POST AND BOLLARD LIGHTING PRODUCTS SHALL BE DESTINATION AND SYSTEM. ' 13. PROVIDE ENGRAVED NAMEPLATES ON THE SWITCHBOARD AND MOUNTED ON CONCRETE BASES. REFER TO DETAILS AND CONDUIT CONCEALED WITHIN BUILDING WALLS OR CEILING SPACE. HASH MARKS INDICATE 15. ALL ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO DEVICES, DISTRIBUTION PANELS AND DEVICES, PANEL BOARDS AND SPECIFICATIONS FOR TYPE AND SIZES REQUIRED. QUANTITY OF f12 THHN / THWN CONDUCTORS. CONDUITS SHOWN WITHOUT HASH MARKS 17. PROVIDE 3/4" CONDUIT FROM TELEPHONE AND TELEVISION OUTLETS INDICATES 2 f12 THHN/ THWN CONDUCTORS IN 1/2" CONDUIT MINIMUM UNLESS OTHERWISE RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION USING THE TRANSFORMERS NAMEPLATES SHALL BE 3 PLY WITH BLACK FACE AND TO THEIR RESPECTIVE BACKBOARDS OR TERMINAL CABINETS. NOTED. PROVIDE CODE SIZED COPPER BOND CONDUCTOR AS REQUIRED FOLLOWING CRITERIA: WHITE CORE PERMANENTLY ATTACHED WITH STAINLESS STEEL LOCKING 6. ALL BALLAST'S SHALL BE HIGH POWER FACTOR RATED. ALL LINEAR A. FIXED EQUIPMENT ON GRADE: 20 PERCENT OF OPERATING WEIGHT. SCREWS. LAMP FLUORESCENT BALLAST'S SHALL BE ELECTRONIC TYPE AND 18. CONDUITS SHALL BE SUPPORTED AND BRACED PER OSHPD - - - CONDUITS CONCEALED BELOW FINISHED GRADE AND/ OR CONCRETE SLAB. HASH MARKS B. FIXED EQUIPMENT ON STRUCTURE: 30 PERCENT OF OPERATING MANUFACTURER BY MAGNETEK OR ADVANCE. HARMONIC DISTORTION " INDICATES QUANTITY OF #12 THHN / THWN CONDUCTORS. CONDUITS SHOWN WITH NO HASH WEIGHT. 14. SAFETY SWITCHES SHALL BE 600 VOLT OR 250 VOLT AC AS ANCHORAGE PRE-APPROVAL NO. R-0010, THE SMACNA GUIDELINES MARKS INDICATES 2 #12 THHN / THWN CONDUCTORS WITH (MOUND WARE IN 3/4" CONDUIT SHALL NOT EXCEED TWENTY (207.) PERCENT. EXTERIOR APPLICA11ONS FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING MINIMUM. PROVIDE CODE SIZED COPPER BOND CONDUCTOR AS REQUIRED C. FOR FLEXIBLY MOUNTED EQUIPMENT, USE 4 TIMES ABOVE VALUES. APPLICABLE, NEMA TYPE HD, QUICK-MAKE, QUICK-BREAK, HP RATED, SHALL BE LOW TEMPERATURE, ZERO DEGREE'S FAHRENHEIT BALLASTS. PIPING SYSTEMS" OR OSHPD ANCHORAGE PRE-APPROVAL NUMBER SIMULTANEOUS VERTICAL FORCE, USE ONE--THIRD TIMES HORIZONTAL CLASS "R" .► ------ CONDUIT RUN EXPOSED. HASH MARKS INDICATES QUANTITY of �112 THHN / THWN CONDUCTORS NON-FUSIBLE OR FUSIBLE AS INDICATED ON THE"DRAWINGS, " " R-003, THE SUPERSTRUT SEISMIC RESTRAINT SYSTEM FOR PIPES AND CONDUITS SHOWN WITHOUT HASH MARKS INDICATES 2 #12 THHN/ THWN CONDUCTORS IN 3/4' C. FORCE. IN NEMA TYPE 1 ENCLOSURE, LOCKABLE IN THE OPEN AND CLOSED 7. LIGHT FIXTURES INDICATED AS EMERGENCY SHALL BE PROVIDED WITH CONDUITS ONLY." MINIMUM UNLESS OTHERWISE NOTED. PROVIDE CODE SIZED BOND CONDUCTOR AS REQUIRED POSITIONS WITH NUMBER OF POLES AND AMPERAGE AS INDICATED ON A NINETY (90) MINUTE EMERGENCY BALLAST. THE EMERGENCY BALLAST THEWHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE DRAWINGS. PROVIDE WEATHERPROOF (NEMA 3R) ENCLOSURES STUB-OUT AND CAP AT GRADE - PROVIDE CONCRETE MARKER AND LABEL THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF SHALL BE A BODINE #B50 SERIES, FOR 2 THROUGH 8 LAMPS, AND 19. CONDUITS STUBBED OUTSIDE OF THE BUILDING SHALL BE PROVIDED -� THE ELECTRICAL ENGINEER AND THE D.S.A. FIELD ENGINEER, IF WHEN DEVICES ARE LOCATED IN EXTERIOR LOCATIONS, KITCHENS, HVAC BODINE #884 SERIES FOR COMPACT FLUORESCENT LAMPS. THE WITH A CONCRETE CAP ABOVE THE CONDUIT LOCATION. PROVIDE A LIGHT FIXTURE CALL OUT - NUMBER INDICATES THE QUANTITY OF LIGHTS, REFER TO THE AND PLUMBING EQUIPMENT LOCATIONS AND WHERE WATER IS PRESENT CHARGING CIRCUIT SHALL BE CONNECTED TO A CIRCUIT WHICH SHALL BRASS PLATE INDICATING THE CONDUIT SIZE, DESTINATION AND 05 FIXTURE SCHEDULE APPLICABLE. OR WHERE INDICATED AS "WP". REMAIN ON AT ALL TIMES. UNLESS NOTED AS A NIGHT LIGHT, THE SYSTEM. __ REGULATIONS, CODES AND PERMITS FIXTURES LAMPS SHALL BE CONTROLLED BY THE SPACE CONTROLS. LAC- TIONS FOR SPECIFIC REQUIREMENTS 1� MECHANICAL EQUIPMENT CALL OUT - LETTER IDENTIFIES UNIT TYPE, NUMBER IDENTIFIES UNIT 15. SAFETY SWITCHES SHALL BE MOUNTED ON UNISTRUT SUPPORTS ALL EMERGENCY FIXTURES SHALL BE PROVIDED WITH AN IN-LINE FUSE. CONDUCTORS -J REFER TO HVAC DRAWINGS AND SPECIFICA 1. THE CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES UNLESS AND CONNECTED TO EQUIPMENT WITH LIQUID TIGHT FLEXIBLE CONDUITS. OTHERWISE DIRECTED BY THE GENERAL CONTRACTOR OR GENERAL ROOF MOUNTED UNISTRUT SUPPORTS SHALL BE INSTALLED DURING 1. ALL CONDUCTORS SHALL BE COPPER WITH AMPACITY RATINGS IN TELEPHONE OUTLET - WALL MOUNTED +18" OR AS NOTED. PROVIDE A 3/4' CONDUIT WITH CONTROL DEVICES PULL ROPE TO THE MAIN TELEPHONE BACKBOARD OR AS NOTED. CONDITIONS. BEFORE THE ROOF IS SEALED. ACCORDANCE WITH ARTICLE 310-15 AND TABLE 310-16. ALUMINUM 2. THE COMPLETE ELECTRICAL SYSTEM SHALL BE INSTALLED IN 16. THE CONTRACTOR SHALL CONFIRM THAT EQUIPMENT WORKING 1. CEILING MOUNTED OCCUPANCY SENSORS SHALL HAVE A MINIMUM CONDUCTORS ARE NOT APPROVED FOR THIS PROJECT. SPACE AND GUARDING MEETS THE INTENT OF THE APPLICABLE CODE. ULTRASONIC FREQUENCY OF 32kHZ AS MANUFACTURED BY a WALL MOUNTED DATA OUTLET - WALL MOUNTED +18" OR AS NOTED. PROVIDE A 3/4' CONDUIT WITH ACCORDANCE WITH THE ADOPTED VERSIONS OF THE NATIONAL 2. CONDUCTORS SHALL BE CODE GRADE THHN THWN DRY WET 600 PULL ROPE TO THE COMPUTER SYSTEM PATCH PANEL OR AS NOTED. ELECTRICAL CODE (NEC), CALIFORNIA ELECTRICAL CODE (CEC), UNIFORM REFER TO ARTICLE 110-34 FOR REQUIREMENTS. WATT-STOPPER #W500A, W1000A, W2000A OR W2000H OR EQUAL BY / ) PASS & SEYMOUR, HUBBELL OR LEMTON. VOLT 90 DEGREE C. COPPER WITH MARKINGS (24" O.C.) INDICATING Q COMBINATION DATA / TELEPHONE OUTLET - PROVIDE 3/4' CONDUIT WITH PULL ROPE FOR EACH BUILDING CODE (UBC), CITY ORDINANCES AND UNIFORM FIRE CODE. MANUFACTURE, WIRE TYPE, AMPERAGE AND SIZE. DEVICE TO THEIR RESPECTIVE TERMINATION POINTS. 17. APPLICABLE EQUIPMENT MANUFACTURERS SHALL BE RSE SIERRA, 3. NOTHING ON THE DRAWINGS, GENERAL NOTES OR SPECIFICATIONS IS SIEMENS, GENERAL ELECTRIC, SQUARE D OR WESTINGHOUSE, EXCEPT 2. COMBINATION WALL MOUNTED SWITCH AND MOTION SENSOR SHALL 3. THE MINIMUM WIRE SIZE SHALL BE #12 AWG SOLID. WIRE SIZE #8 0 TELEVISION OUTLET Box - WALL MOUNTED +18" OR AS NOTED. PROVIDE A 3/4' CONDUIT TO TO BE INTERPRETED AS PERMITTING WORK NOT CONFORMING WITH ANY WHERE REQUIRED TO MATCH EXISTING EQUIPMENT. HAVE A MINIMUM ULTRASONIC FREQUENCY OF 32kHZ AS THE MAIN TELEVISION BACKBOARD. PROVIDE PULL ROPE MANUFACTURED BY WATT-STOPPER #W1300, HUBBELL OR LEVITON. AND LARGER SHALL BE COPPER STRANDED. SHOP DRAWINGS AND SUBSTITUTIONS in FIRE ALARM PULL STATION - NOTIFIER OR EQUAL CODE, REGULATION OR ORDINANCE. 3. OCCUPANCY SENSORS SHALL BE PROVIDED BASED ON SPECIFIC 4. SOLDERLESS CONNECTORS AND TERMINALS SHALL BE USED FOR - EXISTING CONDITIONS AREA TO BE COVERED. - TERMINATING STRANDED CONDUCTORS #8 AND LARGER. APPROVED FIRE ALARM .PULL STATION WITH MINI-HORN MOUNTED ABOVE NOTIFIER OR EQUAL 1. THE CONTRACTOR SHALL NOT RELEASE ELECTRICAL EQUIPMENT OR MANUFACTURES ARE BURNDY OR T&B. FIRE ALARM STROBE LIGHT - NOTIFIER OR EQUAL 1. VERIFY ALL EXISTING SITE AND/OR BUILDING CONDITIONS PRIOR TO LIGHTING FIXTURES UNTIL SHOP DRAWINGS HAVE BEEN SUBMITTED AND 3. ELECTRONIC TIME CLOCK SHALL BE A MULTI-FUNCTIONAL DEVICE SUBMITTING CONSTRUCTION BIDS. REVIEWED. WITH ASTRONOMICAL AND MULTIPLE FUNCTIONS AS MANUFACTURED BY 5. BRANCH CIRCUIT AND FIXTURE WIRING, SPLICES AND TAPS FOR FIRE ALARM STROBE LIGHT / MINI-HORN - NOTIFIER OR EQUAL 2. PRODUCT SUBSTITUTIONS WILL ONLY BE ALLOWED AFTER THE INTERMATIC #ET7000 SERIES PRODUCT. PROVIDE CIRCUIT RELAYS AS CONDUCTORS #10 AND SMALLER SHALL BE MADE WITH UL LISTED 600 2. NOTIFY UNDERGROUND SERVICE ALERT (800-422-4233) TO INDICATED ON THE PANEL SCHEDULES AND CONNECT THROUGH THE VOLT CONNECTORS AS MANUFACTURED BY IDEAL OR SCOTCHLOCK. M� FIRE ALARM MINI HORN - NOTIFIER OR EQUAL IDENTIFY EXISTING UNDERGROUND STRUCTURES PRIOR TO BEGINNING PROJECT PLANS AND SPECIFICATIONS ARE BID AS SPECIFIED. INTERMA11C 11ME CLOCK. FIRE ALARM WP HORN - NOTIFIER OR EQUAL 6. SPLICES NOT MADE WITH WING NUT CONNECTORS SHALL BE TAPPED UNDERGROUND WORK. 3. SUBSTITUTIONS WILL ONLY BE CONSIDERED DURING THE SHOP USING 3M "SCOTCH 33" PLASTIC ELECTRICAL TAPE. ALL CONDUCTORS ® HEAT DETECTOR - NOTIFIER OR EQUAL DRAWING PROCESS IF SUBMITTAL INCLUDES UNIT PRICES FOR EACH OUTLET. JUNCTION AND PULL BOXES AND SPLICES SHALL BE MADE IN ACCORDANCE WITH ARTICLE 110-14. 3. WHERE IT BECOMES NECESSARY TO DRILL OR CUT THROUGH 4 SPECIFIED AND ALTERNATE PRODUCT. PROVIDE PHOTMETRIC PLANS FOR SMOKE DETECTOR - NOTIFIER OR EQUAL EXISTING STRUCTURES THE CONTRACTOR SHALL NOTIFY THE PROJECT ALL EXTERIOR AND SPORTS LIGHTING FIXTURES. PHOTOMETRIC PLANS 1. BOXES OR SPLICE BOX ENCLOSURES SHALL SIZED AND INSTALLED IN MANAGER, GENERAL CONTRACTOR AND ARCHITECT PRIOR TO STARTING SHALL INCLUDE VERTICAL FOOTCANDLES AT THE PROPERTY LINE AT AN ACCORDANCE WITH THE ELECTRICAL CODE ARTICLE 370. BOXES CONNECTIONS OR SPLICES LOCATED IN PULL BOXES OR OTHER DUCT DETECTOR - NOTIFIER OR EQUAL S WORK. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO THE LOCATED OUTDOORS, WET OR DAMP LOCATIONS SHALL BE SPACE BELOW GRADE SHALL BE WEATHERPROOF. #8 CONDUCTORS AND ELEVATION OF 20'0". SMALLER SHALL USE SCOTCHLOK CONNECTORS IMBEDDED WITHIN A © FLOW SWITCH SATISFACTION OF THE ARCHITECT. WEATHERPROOF. "UNIPAK" 3M SCOTCH-CAST EPDXY TYPE RESIN. #6 AND LARGER SHALL ® TAMPER SWITCH 4. INSPECT ALL EXISTING ELECTRICAL SYSTEMS PRIOR TO SUBMITTING 4. SUBSTITUTION PRODUCTS SHALL BE EQUAL TO THE PERFORMANCE, " " USE HI-PRESS HYDRAULICALLY COMPRESSED HEAVY WALL CONSTRUCTION BIDS AND ALERT THE PROJECT MANAGER, GENERAL QUALITY AND WORKMANSHIP OF THE SPECIFIED PRODUCT. WORKING 2. THE MINIMUM SIZE FOR PULL BOXES SHALL BE 18 x24 x18 DEEP CONNECTOR AS MANUFACTURED BY THOMAS & BETTS #HS-LR OR � DOOR OPENING SENSOR SAMPLES MAY BE REQUIRED. WITH BOLT DOWN COVERS LABELED TO INDICATE THE PULL BOX RAYCHEM WTM OR WCSM SERIES PRE-APPLIED SEALANT POLYLEFIN CONTRACTOR, ARCHITECT AND ENGINEER OF ANY CONDITIONS THAT SYSTEM. PROVIDE TRAFFIC COVERS IN WALKS, DRIVEWAYS AND HEAT SHRINKABLE TUBE INSULATOR FOR EACH CONDUCTOR ,OR OR f RECESSED SPEAKER CONFLICT WITH THESE DOCUMENTS. PARKING LOTS. 5. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT PRODUCT COLD SHRINK TUBE INSULATORS RAYCHEN #RVS. PRICING RECEIVED FROM THE ELECTRICAL DISTRIBUTOR COMPLIES WITH FACP FIRE ALARM CONTROL PANEL - NOTIFIER AFP400 MATERIALS THE PROJECT CONDITIONS. 3. LARGE PULL BOXES SHALL BE SIZED IN ACCORDANCE WITH THE 8• CONDUCTORS IN PANELS, TERMINAL CABINETS, PULL BOXES AND FAA FIRE ALARM ANNUNCIATOR PANEL NOTIFIERELECTRICAL CODE REQUIREMENTS FOR CABLE PULLING, AND CONDUIT - 1. ELECTRICAL MATERIALS AND PARTS SHALL BE PROVIDED BY THE SIZE. WIRING GUTTERS SHALL BE NEATLY GROUPED AND TAPES TOGETHER SAME MANUFACTURE FOR EACH CLASS OR GROUP OF MATERIALS. 6. SHOP DRAWINGS SHALL BE PROVIDED FOR THE FOLLOWING ITEMS; WITH 3M "SCOTCH #33 PLASTIC ELECTRICAL TAPE OR T&B #TY-RAP GENERAL ELECTRICAL MATERIALS, CONDUIT AND WIRE, SWITCHGEAR, CABLE STRAPS. PANELS AND TRANSFORMERS, LIGHTING FIXTURES, LAMP TYPE AND 4. OUTLET BOXES FOR DEVICES LOCATED OUTDOORS SHALL BE 2. ALL MATERIALS, PARTS AND EQUIPMENT SHALL BE NEW UNLESS MANUFACTURE, CONTROL EQUIPMENT, FIRE ALARM SYSTEMS, AND WEATHERPROOF TYPE WITH HINGED LOCKABLE DOOR AS OTHERWISE NOTED. SPECIAL SYSTEMS NOTED ON DRAWINGS OR SPECIFICATIONS. MANUFACTURED BY PASS & SEYMOUR #4600/4600-26/4609-KEY AND 9• BOLT TYPE SODERLESS CONNECTORS SHALL BE TIGHTEN TWICE AT GFI RECEPTACLE. ALL BOXES SHALL BE KEYED ALIKE. 24 AND 48 HOURS AFTER THE ORIGINAL INSTALLATION AND BEFORE TAPING. 7. VERIFY THE AVAILABLE FAULT CURRENT WITH THE UTILITY COMPANY PRIOR TO SUBMITTING ELECTRICAL DISTRIBUTION EQUIPMENT. 5. PROVIDE OUTLET BOX SUPPORTS AND BRACING AT ALL LOCATIONS 10. REMOVE ALL DEBRIS AND MOISTURE FROM CONDUITS, BOXES AND j INTENDED FOR PENDENT LIGHT FIXTURES, FANS, ETC. 8. ELECTRICAL EQUIPMENT, PARTS AND MATERIALS SHALL BE RELEASED CABINETS BEFORE THE INSTALLATION OF CONDUCTORS. SERVICES TO INSURE THE CONSTRUCTION SCHEDULE IS NOT JEOPARDIZED DUE TO 6. VERIFY THE MOUNTING HEIGHT OF ALL OUTLET BOXES PRIOR TO 11. MINERALAC OR LINSEED SOAP ARE APPROVED WIRE PULLING I LATE DELIVERIES. INSTALLATION. COORDINATE WITH OTHER TRADES AND CONSTRUCTION COMPOUNDS. OIL, GREASE OR SIMILAR SUBSTANCES ARE NOT 1. VERIFY ALL UTILITY COMPANY INSTALLATION REQUIREMENTS FOR DOCUMENTS. APPROVED AS PULLING COMPOUNDS. CONDUIT RUNS, CONDUIT ENCASEMENT, PULL BOX AND TRANSFORMER 9. MAIN SWITCHBOARD SHOP DRAWINGS SHALL BE SUBMITTED TO THE PADS, JOINT UTILITY TRENCHES AND EQUIPMENT GROUNDING. SERVING UTILITY COMPANY FOR REVIEW PRIOR TO RELEASING 7. OUTLET BOXES IN STORAGE ROOMS, EQUIPMENT ROOMS, 12. ALL CONDUCTORS SHALL BE PERMANENTLY TAGGED TO INDICATE EQUIPMENT FOR DELIVERY. METERING FACILITIES AND UNDERGROUND MAINTENANCE AREAS AND ELECTRICAL ROOMS SHALL BE INSTALLED AT SYSTEM OR CIRCUIT NUMBER. 2. NOTIFY EACH PROJECT UTILITY COMPANY TO VERIFY SPECIFIC PULL SECTIONS SHALL MEET THE LOCAL UTILITY COMPANY 42" ABOVE FINISHED FLOOR. PROJECT REQUIREMENT AND POINTS OF SERVICE CONNECTIONS PRIOR REQUIREMENTS. 13. LOW VOLTAGE CONDUCTORS FOR HVAC AND OTHER SYSTEMS TO SUBMITTING CONSTRUCTION BIDS. 8. OUTLETS BOXES (POWER, DATA, .ETC.) INSTALLED AT COUNTER REQUIRING LOW VOLTAGE CONTROL SIGNALS SHALL SIZED IN 3. SHUT DOWN OF EXISTING ELECTRICAL SYSTEMS SHALL BE DONE LOCATIONS SHALL BE INSTALLED HORIZONTALLY 6" ABOVE THE ACCORDANCE TO SPECIFIC SYSTEM REQUIREMENTS. COUNTER SPLASH. COORDINATE ALL COUNTER LOCATIONS WITH THE AFTER NORMAL BUSINESS HOURS. NOTIFY THE PROJECT MANAGER, ARCHITECTURAL DRAWINGS, PROJECT MANAGER AND GENERAL 14. CONDUCTOR FOR SPECIAL SYSTEMS (DATA, TELEPHONE, SIGNAL, THESE PLANS HAVE BEEN RENEWED BY THE COACHELLA VALLEY WATER DISTRICT IN GENERAL CONTRACTOR AND BUSINESS OWNER 48 HOURS BEFORE THE CONTRACTOR. ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10.8, SECTION ELECTRICAL SYSTEMS ARE SHUT DOWN. SURVEY THE ENTIRE SITE FIRE ALARM ETC.) SHALL MEET THE SYSTEM SPECIFICATION AND CODE 65597 ET SEQ. REQUISNG EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION { AFTER POWER IS TURNED ON TO INSURE ALL SYSTEMS ARE OPERATING 9. OUTLET BOXES INTENDED FOR DEVICES SHALL BE INSTALLED TO REQUIREMENTS GOVERNING SYSTEM INSTALLATION REQUIREMENTS. WITH TIIE LOCAL GOVERNING AGENCY (CITY OR COUNTY) NORMALLY. MEET ADA REQUIREMENTS. DATE WATER MANAGEMENT SPECIALIST 10. JUNCTION, OUTLET AND PULL BOXES SHALL BE PERMANENTLY f MARKED INDICATING THE ELECTRICAL AND CIRCUITS INSTALLED. SERVICE DIRECTOR M R C E N G INEERING INC. APPROVED BY S H E E T PREPARED BY: 2/8/08 RR ADDENDUM #I 2/8/O6 Q IN THE CITY OF PALM DESERT, CALIFORNIA DI GA �-E R T WDSCAp FREEDOM PARK //�� PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS 5 C,- ciq y,T DAV I D EVAN S '/11/° RR 01MVER CHANGES /11/D 2 CITY ENGINEER - Mark Greenwood EV. 1 1• 4287 ti 8/14/ RR ELECTRICAL CHANGES /14/ 3 DATE OF 72-880 FRED WARING DRIVE, SUITE C-11 RAND DIAL TOLL FREE PALM DESERT, CALIFORNIA 92264 No. U - ANo AS SO C I AT E S INC. ELECTRICAL GENERAL NOTES & 1--800-422-4133 '� S ��Ufe R.C.E. NO. 57s� EXP. s-30-, DWG. NAME ( ) I ( ) DF• 9`_/� * Renewo�Dote 7F w,,,�. 0 760-340-9005 F 760-340-9100 ,,zO WV No h Haven AvePi, a DRAWN SCALE AT LEAST TWO DAYS �� MEGINCAL `� sT9T Date �,,� � - AS NOTED, LEGENDS OFFICE LOCATIONS: PALM DESERT & IRVINE F Onto CS�onia 99 DESIGNED JOB NUMBER FILE NO. BEFORE YOU DIG SITE ' c p�,�w Q�'�Q DATE BYT DESCRIPTION APP` DATE - www.mrcengineering.com OF CpWv� of Ai�F r, orw 9M.AM.57� CHECKED DATE CPDX0015 FOR: CITY OF PALM DESERT CPD.X00o0-0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNI PROJECT NUMBER # 4019.00 R E V I S 1 0 N S CCG 11 15 05 I I ''L i 1 LIGHTING FIXTURE SCHEDULE LAMP TYPE TYPE WATTAGE VOLTAGE EMERGENCY LIGHTING FIXTURE DESCRIPTION MOUNTING GROUND BUS BAR LOCATED - IN THE MAIN ELECTRICAL LAMP MANUFACTURE ROOM OR IN THE MAIN DELTA LIGHTING #EZC150HPS-18' 150W HIGH PRESSURE SODIUM HIGH PRESSURE SODIUM PARKING LOT LIGHTING FIXTURE SWITCHBOARD. REFER TO CAST IRON HINGED COVER PRECAST 12"X22"X24" BOX Q ROUND STRAIGHT STEEL POLE 200 277 NA OSHRAM, PHILLIPS WITH 2 LIGHTS ON A POLE POLE DRAWINGS FOR SPECIFIC CABLED "SYSTEM GROUND" BROOKS PRODUCTS #5PB OR LOCATION AND TO THE BUS QUICKSET #EOD22 CONCRETE FLOOR OR GENERAL ELECTRIC BAR DETAIL. CONDUIT HUB AND GROUND DELTA LIGHTING #EZC1000MH-20- 1000W METAL HALIDE METAL HALIDE FULLY SHIELDED SPORTS LIGHTING WITH FITTING #2 BY "THOMAS & e ► , O2 ROUND STRAIGHT STEEL POLE 1100 480 NA OSHRAM, PHILLIPS MULTIPLE MOUNTING ARRANGEMENTS AS NOTED ON THE POLE BETTS" °•: •D " DRAWINGS FINISHED GRADE OR FLOOR ° ' R ; '4 ° OR GENERAL ELECTRIC ° p ' ° , ' ARCHITECTURAL AREA LIGHTING 50W HIGH PRESSURE SODIUM HIGH PRESSURE SODIUM PEDESTRIAN AREA LIGHTING #SP2—DBL—GR5-50HPS—LGY—COP— 100 277 NA OSHRAM, PHILLIPS FIXTURE WITH A SINGLE FIXTURE. MOUNTED ON 10 POLE a 3P10—VOLTAGE POLE 1 ,. :::` OR GENERAL ELECTRIC 11� `• ':� /.: r: .': 6"MIN. \ \� ARCHITECTURAL AREA LIGHTING 50W HIGH PRESSURE SODIUM HIGH PRESSURE SODIUM PEDESTRIAN AREA LIGHTING ® #SP2—DBL—GR5-50HPS—LGY— 75 277 NA OSHRAM, PHILLIPS FIXTURE WITH A DOUBLE FIXTURE. MOUNTED ON 10' POLE STRUCTURAL REBAR I ••'• COP-TAP20-3P10 BC-VOLTAGE OR GENERAL ELECTRIC POLE. = PVC CONDUIT AND MAIN CONDUIT AND WIRE TO GROUNDING CONDUCTOR ADDITIONAL GROUND RODS OMELALUX 26W PLT — 300dK FLUORESCENT LIGHTING FIXTURE WITH INTERNAL LOUVERS GROUNDING ELECTRODE GALVANIZED RIGID STEEL AND SHIELDING FOR LANDSCAPE LIGHTING. BRONZE PERMA CONDUCTOR 40' #3/0 WHEN REQUIRED TO MEET THE PVC CONDUIT CONDUIT WRAPPED AROUND WITH O #12-126QE-S-Z-120-F-U-P-GS 32 277 NA OSHRAM, PHILLIPS POST BARE COPPER " -�; < --STRUCTURAL FOOTING PROJECT REQUIREMENTS - OR GENERAL ELECTRIC FINISH / GLARE SHIELD. TYPICAL COUPLING 40 MIL. BLACK ELECTRICAL ' PLASTIC TAPE CONTINUOUS TO 6" OMEGALUX 36W PL - 3000K FLUORESCENT LIGHTING FIXTURE WITH SHIELDING FOR 3/4" X 8' DRIVEN ABOVE FINISHED GRADE MINIMUM SIGN LIGHTING. METALLIC. PERMA "COPPERWELD" GROUND R00 (6 #12-136BX-S-Z-A-F-U-P-GS 42 277 NA OSHRAM, PHILLIPS POST PROVIDE A 12" GRAVEL BASE BELOW BOX NOTES: OR GENERAL ELECTRIC CADWELD TO REBAR AT EACH END 1. PROVISIONS AS INDICATED SHALL BE PROVIDED FOR ALL CONDUIT �` MUSCO LIGHTING - REFER TO V SUBMITTAL 480 NA OSHRAM, PHILLIPS 80 POLE RISERS FROM UNDERGROUND INSTALLATIONS. OR GENERAL ELECTRIC MUSCO LIGHTING - REFER TO SUBMITTAL 480 NA OSHRAM, PHILLIPS 80' POLE LIFER GROUND FOOTING DETAIL GROUND ROD DETAIL 2 CONDUIT RISER DETAIL 3 OR GENERAL ELECTRIC MUSCO LIGHTING — REFER TO O9 SUBMITTAL 480 NA OSHRAM, PHILLIPS 80' POLE OR GENERAL ELECTRIC SINGLE PHASE VOLTAGE DROP CALCULATION THREE PHASE VOLTAGE DROP CALCULATION MUSCO LIGHTING — REFER TO 10 SUBMITTAL 480 NA OSHRAM, PHILLIPS 80' POLE I DESCRIPTION DESCRIPTION OR GENERAL ELECTRIC CIRCUIT OR FEEDER NUMBER CKT RA-11 CIRCUIT OR FEEDER NUMBER CKT SA-1,3,5 DELTA LIGHTING #EZC175MH-16' 150 HPS HIGH PRESSURE SODIUM, WITH 16' ROUND STEEL POLE. 11 FORWARD THROW DISTRIBUTION, 150 480 NA OSHRAM, PHILLIPS VERFIY WITH ENGINEER MR. RALPH RAYA POLE TOTAL WATTS 1466 TOTAL WATTS 27600 TOTAL AMPS 5.29 TOTAL AMPS 33.12 ROUND STRAIGHT STEEL POLE OR GENERAL ELECTRIC DISTANCE 390 DISTANCE * 420 { VOLTAGE 277 VOLTAGE 480 DELTA LIGHTING #DJ3344 LED CUSTOM LED INGROUND WITH A CUSTOM SHAPE WIRE SIZE #8 WIRE SIZE #6 12 --_, 50 120 NA OSHRAM, PHILLIPS FACEPLATE INGROUND CM 16510 CM 26240 / J __... OR GENERAL ELECTRIC �- GREENLEE ` ;-- — -- .� 50 R R20�MH}�IFL INGR'OCJND TYPE POLE LIGHT FORMULA FORMULA 13 M0B39MH120PAR20/30L-8RZ-TR-RGM 35� 120 NA bSHRAMv PHILLIPt INGROUND VOLTAGE DROP VOLTAGE DROP OR GENERAL ELECTRIC K= 10.8 FOR CU / K=21 FOR AL K= 10.8 FOR CU / K=21 FOR AL L= LENGTH L= LENGTH 1= AMPS 1= AMPS CM= CIRCULAR MILL (WIRE SIZE) CM= CIRCULAR MILL (WIRE SIZE) FORMULA FORMULA 2x K xl = VD VD x 100 = VD% 1.732x(KxL& = VD VD x 10.0 = VD% LIGHTING FIXTURE SCHEDULE CM VOLTAGE CM VOLTAGE RESULTS RESULTS LAMP TYPE TYPE WATTAGE VOLTAGE EMERGENCY — LIGHTING FIXTURE DESCRIPTION MOUNTING 2x10.8x39Ox5.28 = 2.7 2.7 x 100 = 0.97 1.732x(10.8x42Ox33.12) = 9.92 9.92 x 100 = 2.07 LAMP MANUFACTURE 16510 277 26240 480 DAYBRITE 90 277 YES (3) F32/T8 1X4 FLUOR WRAPAROUND SURFACE * IS THE DISTANCE TO THE CENTER OF THE LOAD. OA # AW—N-332-277-2 2EB W/ELECTRONIC BALLAST / OSHRAM, PHILLIPS OR GENERAL ELECTRIC DESIGNPLAN 90 277 YES (3) F32/1`8 4' ANGLE WALL MOUNTED FLUORESCENT WALL SINGLE PHASE, VOLTAGE DROP 4 THREE PHASE, VOLTAGE DROP cj Qe #850-8—C6—D—DL-0-277—P OSHRAM, PHILLIPS W/ELECTRONIC BALLAST OR GENERAL ELECTRIC DAYBRITE 90 277 NO 3 F32 8 2X4 MODULAR FLUOR W/LENS SURFACE © # 2SM-332—FS-01-277-2/2E6 OSHRAM, PHILLIPS W/ELECTRONIC BALLAST OR GENERAL ELECTRIC DAYBRITE 60 277 NO (2) F32/T8 4 FEET FLUOR STRIP SURFACE Op # T-232-277-1/2EB OSHRAM, PHILLIPS W/ELECTRONIC BALLAST OR GENERAL ELECTRIC DESIGNPLAN 42 277 NO (2) CFQ18W COMP FLUOR DOWN LTG RECESS a 0 # RDL-8—G8-4-01—D—C—C OSHRAM, PHILLIPS W/ELECTRONIC BALLAST OR GENERAL ELECTRIC 1 FIXTURE SCHEDULE NOTES: i 1. REFER TO THE PROJECT GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. ACCEPTABLE MANUFACTURERS FOR SPECIFIED LIGHTING FIXTURES SHALL INCLUDE LITHONIA AND LIGHTOLIER. 2. VERIFY THE MOUNTING AND CEILING CONDITIONS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS. 3. VERIFY THE COLOR AND FINISH OF ALL SURFACE MOUNTED LIGHTING FIXTURES WITH THE ARCHITECT AND ENGINEER. 4. PROVIDE ALL MOUNTING HARDWARE REQUIRED FOR A COMPLETE AND OPERATIONAL LIGNTING SYSTEM. 5. COORDINATE EMERGENCY LIGHTING FIXTURE LOCATIONS WITH THE ELECTRICAL LIGHTING PLANS PRIOR TO SUBMITTING SHOP f DRAWINGS. 6. EXIT LIGHTING SHALL BE PROVIDED WITH EMERGENCY BATTERY UNITS WITH TEST SWITCHES. 7. CONFLICTS BETWEEN THE CATALOG NUMBERS AND FIXTURE DESCRIPTIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER DURING BIDDING. NO SUBSTITUTIONS WILL BE ALLOWED. 8. COMPACT FLUORESCENT BALLASTS SHALL BE ELECTRONIC AND BE MANUFACTURED BY ADVANCE, ESI, MAGNETEK OR ROBERTSON. HARMONIC CONTENT SHALL NOT EXCEED TWENTY PERCENT (20%). EXTERIOR APPLICATIONS SHALL USE LOW TEMPERATURE BALLASTS FOR ZERO DEGREES FAHENHEIT. i i j I THESE PLANS HAVE BEEN REVIEMA:D BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE MATH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. RECURRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) DATE WATER MANAGEMENT SPECIALIST SER%cr DEC= M R ENGINEERING INC. APPROVED BY: IN THE CITY OF PALM DESERT CALIFORNIA � PREPARED BY: 2/8/O6 RR ADDENDUM #1 2/8/O6 Q � S H E E T I G/sll L� R TP�S�PE � 7/11/0 RR OWNERCHANGES /11/O 2 FREEDOM PARK E0.2 PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS �� c, ci �ti CITY ENGINEER - Mark Greenwood 1 .5 a287 ''ti QAV 1 D E VA N S 8/14/ RR ELECTRICAL CHANGES /14/ 3 /� /� OF 72-880 FRED WARING DRIVE SUITE c-11 McW0 ANDASSOCIATES !NC. R.C.E. NO. 57989 EXP. 6-30— D1AL TOLL FREE � RANDALL v. J ' ' � 2 Z � DATEPALM DESERT, CALIFORNIA 92264 No. E134831-800-422-4133 > Signature(0) 760-340-9005 1 (F) 760-340-9100 D,. 9/30/08 Renewal Date North Haven Avem^ Suite �00 DRAWN SCALE SCHEDULES AND DETAILS DWG. NAME AT LEAST TWO DAYS OFFICE LOCATIONS: PALM DESERT & IRVINE V� EI.ECTRICAL �� S��TF Date �r'\P — TM Ontafio Camor is 99U DESIgVED ,Toe NUMBER AS OTED FILE NO. BEFORE YOU DIG 9r \F� °F cA��F �; �� DATE eY DESCRIPTION APP' DATE - CPDX0015 www.mrcengineering.com F OF Cp1. FOR: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PROJECT NUMBER # 4019.00 R E V I S 1 0 N S CHECKED CCG DATE 15 05 CITY OF PALM DESERT CPDX0000-0015 I PROVIDE 1-4" CONDUIT (800') FROM EDISON TRANSFORMER TO THE SCE POINT OF CONNECTION (POC). PROVIDE 1-3'x5' PULL BOX WITH TRAFFIC COVER AT THE POC AND 1-3'x5' PULL BOX WITH TRAFFIC COVER BETWEEN THE POC AND THE TRANSFORMER. 3' X 5' SCE APPROVED PULL BOX WITH TRAFFIC COVER UTILITY COMPANY TRANSFORMER. PROVIDE CONCRETE PAD AND PULL j T BOX AS REQUIRED. COORDINATE LOCATION, SIZE, GROUNDING EQUIPMENT BOND AS REQUIRED BY REQUIREMENTS AND LOCATION PRIOR TO INSTALLATION. ARTICLE 250-79 OF THE NATIONAL ELECTRICAL CODE PB _ PROVIDE 4 5" CONDUITS (200') BETWEEN THE TRANSFORMER AND THE MAIN SWITCHBOARD "MSB" AND 1 -3'x5' PULL BOX WITH TRAFFIC COVER. — MAIN SWITCHBOARD "MSB" _ GROUND BUS 277/480V 3PH 4W, 65K AIC 3/4 C 1#3/0 CU GROUND AS M I REQUIRED BY ARTICLE 250-81 "a" i THROUGH "d" OF THE NATIONAL ELECTRICAL CODE. 600A 3/4"C-1#3/0 CU GROUND AS 3P _ REQUIRED BY ARTICLE 250-81 "a" 3/4 C-1 #3/0 CU BOND TO THE 600 AMP BUS 100� RATED � I THROUGH d OF THE NATIONAL BUILDING PIPING SYSTEM AND ELECTRICAL CODE. STRUCTURAL STEEL AS REQUIRED BY ARTICLE 250-80 OF THE NATIONAL l 70A l 225A l 225A l 400A ELECTRICAL CODE • / 3P / 3P o/ 3P / 3P ( 3/4�� - - - - - - - - - - C-1 #3/0 CU BOND TO THE L — — — — — — — — — — — — — — — BUILDING PIPING SYSTEM AND STRUCTURAL STEEL AS REQUIRED BY i ARTICLE 250-80 OF THE NATIONAL ELECTRICAL CODE -_ (2) SETS 4-3/0 KCMIL-1#3 GRN-2 112 U ! N I MAIN SWITCHBOARD "DP" Z J 400A 277/480V 3PH 4W, 65K AIC d J 3P 400 AMP BUS - 100% RATED 00 GROUND BUS I I \ 125A 400A 225A 15A � � 3P ) 3P ) 3P 3P PANEL "RA" , O o0 U U a ❑ N �z x Z (-Y-Y--Y-,) z u- U U O O 14- N "DP" LOAD SCHEDULE " 45 KVA LOAD ID CONNECTED KW 90 90" 1#3/0, 1"C. TRANSFORMER � � I � j SA 119.5 KW "T-1", 480V TO I o 120/208V, 3PH, SB 102.1 KW � CV � 4W `r `J SLA 28.0 KW HP1 9.5 KW TOTAL 259.1 KW zLEI PANEL PANEL "SA" "SB" HP-1 ---------------- i ------------------ ------------------- - - 04 30" TRA< KVA 35" MAX. 40" MAX. 35" MAX. d- MAX. 25" PROVIDE A 4" "TR2SF0" 80VT 0 MAX. CONCRETE J METERING & MCB & WALL PAD PANEL 120/208V, 3PH, UGPS SECTION DISTRIBUTION MOUNTED "RLA" 4W DISTRIBUTION NEMA-3R PANEL I 1#3/0, 1"C. REST ROOM BLDG SNACK BAR BLDG - F wP U N SWITCHBOARD & DISTRIBUTION SECTION ELEVATION NOT TO SCALE "MSB" - (D MSB LOAD SCHEDULE LOAD ID CONNECTED KW I NOTES o RLA 13.4 KW \ rM 1 . PROVIDE REARLOAD WIREWAY AS REQUIRED. RA 13.2 KW DP 259.1 KW 2. ALL UNUSED SPACE IN DISTRIBUTION SHALL BE TOTAL 261.7 KW PROVIDED WITH BUS FOR FUTURE CB. PANEL "SLA" SINGLE LINE DIAGRAM NOT TO SCALE THESE PLANS HAVE BEEN RENEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE MATH WATER CODE TITLE 7. DIVISION 1, CHAPTER 3. ARTICLE 10.8. SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) DATE WATER MANAGEMENT SPECIALIST SERVICE DIRECM PREPARED BY: 2/8/06 RR ADDENDUM #1 2/8/06 Q APPROVED BY: IN THE CITY OF PALM DESERT, CALIFORNIA S H E E T MRC ENGINEERING, INC. S�PF �c 7/11/0 RR OWNER CHANGES /11/0 2 FREEDOM PARK D IGA � R T PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS � C. G� S� DAV I D E VA N S CITY ENGINEER - Mark Greenwood EO.3 72-880 FRED WAKING DRIVE SUITE C-11 RANDALL V. c^ ��� �`' a2s� ��yZ 8/14/ RR ELECTRICAL CHANGES /14/ 3 DATE OF DIAL TOLL FREE Na E13�53 AND AS S O C I AT E S INC. PALM DESERT, CALIFORNIA 92264 sgnotwe C.E. NO. 57989 EXP. s-30- SINGLE LINE DIAGRAM DWG. -NAME 1 -800-422-4133 (0) 760-340-9005 1 (F) 760-340-9100 EXP. 9/30/08 * ReneN Dote _ AS NOTED ELECT WO Nord Haven Aveme Smote WO DRAWN SCALE AT LEAST TWO DAYS s RICAL 'e �`P TM' Ontario Caiforrwa 9964 FILE NO. BEFORE YOU DIG OFFICE LOCATIONS: PALM DESERT & IRVINE �rF F��` rF OF cA`\F� Phom ".�.�� DATE 8Y DESCRIPTION APP DATE CPD DESIGNED NUMBER ' 7(0015 www.mrcengineering.com of cA�-� CHECKED DATE FOR: CPDXOOOO-0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNI PROJECT NUMBER # 4019.00 R E V i S 1 0 N S CCG 11 15 05 CITY OF PALM DESERT l i I I CERTIFICATE OF COMPLIANCE LIGHTING (PART 1 OF 3) LTG-1 [CERTIFICATE OF COMPLIANCE — LIGHTING (Part 2 of 3) LTG-1 LIGHTING COMPLIANCE SUMMARY LTG-2 PROJECT NAME FREEDOM PARK, SNACK BAR DATE PROJECT NAME FREEDOM PARK, SNACK BAR DATE 10/25/04 PROJECT NAME FREEDOM PARK, SNACK BAR DATE 10/25/04 10/25/04 PROJECT ADDRESS CALIFORNIA ACTUAL LIGHTING POWER California Energy Commission Mandatory Measures INSTALLED LIGHTING SCHEDULE BUILDING PERMIT PRINCIPAL DESIGNER - LIGHTING TELEPHONE LUMINAIRE NUMBER OF WATTS PER LUMINAIRE CEC DEFAULT TOTAL RANDALL V. MOSS 949 756-0807 LAMPS BALLASTS LUMINAIRE NAME DESCRIPTION LUMINAIRES (including Ballast) Y WAS Building Lighting Shut-Off DOCUMENTATION AUTHOR TELEPHONE CHECKED BY/ DATE CODE LUMINAIRE TYPE NO. OF WATTS TYPE LAMP+BALLAST 9 9 9 TOTAL ❑� ❑ The building lighting shut-off system consits of an automatic time switch. with RALPH A. RAYA MARK LEUNG (949) 756-0807 �t AGEWY USE DESCRIPTION DESCRIPTION LAMPS PER LAMP DESCRIPTION # # WATTS WATTS a zone for each floor; or the building is separately metered and less than GENERAL INFORMATION A 1 X4 FLUOR SURFACE F32/T8 3 90 ELECT 2 6 90 540 A 1 X4 FLUOR SURFACE 6 90 R❑ 540 5,000 square feet; exempt from th a shut-off requirement. DATE OF PLANS _ 10/25/04 BUILDING CONDITIONED FLOOR AREA - 2297 SQ FT CLIMATE ZONE _ B 1 X4 FLUOR F32/T8 1 60 ELECT 1 6 60 360 B 1 X4 FLUOR 6 60 0❑ 360 p Override for the Building Lighting Shut-off. C 2X4 FLUOR F32/T8 1 60 ELECT 1 1 60 60 C 2X4 FLUOR 1 60 Q❑ 60 l] The automatic building shut-off system is provided with a manual accessible BUILDING TYPE ® NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEL/MOTEL GUEST ROOM override switch in sight of the lights. The area of override is not exceed 5,000 PHASE OF CONSTRUCTION NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ UNCONDITIONED D 4 FT FLUOR STRIP F32/T8 1 60 ELECT 1 10 60 600 D 4 FT FLUOR STRIP 10 60 ❑ 600 square feet. { E COMPACT FLUOR LTG CFQ/13W 2 13 ELECT 1 3 30 90 E COMPACT FLUOR LTG 3 30 ❑ 90 METHOD OF LIGHTING � COMPLETE BUILDING ❑ AREA CATEGORY ❑ TAILORED � PERFORMANCE Automatic Control Devices Certified COMPLIANCE Q ❑ x❑ All automatic control devices specified are certified, all alternate equipment shall STATEMENT OF COMPLIANCE 0❑ be certified and installed as directed by the manufacturer. THIS CERTIFICATE OF COMPLIANCE LISTS THE BUILDING FEATURES AND PERFORMANCE SPECIFICATIONS NEEDED TO 0❑ Fluorescent Ballast and Luminaires Certified COMPLY WITH TITLE 24, PARTS 1 AND 6 OF THE CALIFORNIA CODE OF REGULATIONS. THIS CERTIFICATE APPLIES ONLY All Fluorescent fixtures and ballast subject to ceritifcation and specified for this TO BUILDING LIGHTING REQUIREMENTS. ❑❑ project are certified. THE DOCUMENTATION PREPARER HEREBY CERTIFIES THAT THE DOCUMENTATION IS ACCURATE AND COMPLETE. Lighting Schedule on Plan Shows SUBTOTAL FROM THIS PAGE 1650 SUBTOTAL FROM THIS PAGE F 1650 I DATE Exterior Lighting Meets Tandem Wiring to Two-Lamp Ballasts I DOCUMENTATION AUTHOR SIGNATURE PLUS SUBTOTAL FROM CONTINUATION PAGE PLUS SUBTOTAL FROM CONTINUATION PAGE ❑ All one and three lamp fluorescent fixtures are tandem wired with two (2) 10/25/04 ,� Control o.,+ 1 lamp ballast where required by standards s 9 32; or Efficacy and Con,.rol Requirement of � 130(c, THE PRINCIPAL LIGHTING DESIGNER HEREBY CERTIFIES THAT THE PROPOSED BUILDING DESIGN REPRESENTED IN THIS SET PORTABLE LIGHTING (From LTG-1 Part 3 Of 3) PORTABLE LIGHTING (From LTG-1 Part 3 Of 3) ❑X All three lamp fluorescent fixtures are specified with electronic high-frequency OF CONSTRUCTION DOCUMENTS IS CONSISTANT WITH THE OTHER COMPLIANCE FORMS AND WORKSHEETS, SPECIFICATIONS ❑Control Requirement of 131(f) ballast's and are exempt from two-lamp tandem wiring requirements. { LESS CONTROL CREDIT WATTS (From LTG-3) � LESS CONTROL CREDIT WATTS (From LTG-3) C� AND WITH ANY OTHER CALCULATIONS SUBMITTED WITH THIS PERMIT APPLICATION. THE PROPOSED BUILDING HAS BEEN DESIGNED TO MEET THE ENVELOP REQUIREMENTS CONTAINED IN APPLICABLE PARTS OF SECTIONS 110, 119. 130 THROUGH ADJUSTED ACTUAL WATTS 1650 ADJUSTED ACTUAL WATTS 1650 Individual Room/Area Controls 132, 146 AND 149 OF THE TITLE 24. PART 6. Fx 1 Each room and area in this building is equipped with a separate switch or I HEREBY AFFIRM THAT I AM ELEGIBLE UNDER THE PROVISIONS OF DIVISION 3 OF THE BUSINESS AND PERFESSIONAL MANDATORY AUTOMATIC CONTROLS ALLOWED LIGHTING POWER CHOOSE ONE METHOD occupant sensor device for each area with floor to ceiling walls. CODE TO SIGN THIS DOCUMENT AS THE PERSON RESPONSIBLE FOR ITS PREPERATION; AND I AM A LICENSED - -'" — - -- COMPLETE BUILDING METHOD Uniform Reduction or Individual Rooms IN THE STATE OF CALIFORNIA AS A CIVIL ENGINEER OR ELECTRICAL ENGINEER, OR I AM A LICENSED ARCHITECT. CONTROL LOCATION CONTROL CONTROL TYPE NOTE TO ROOM IDENTIFICATION (TIME SWITCH, EXTERIOR, ETC.) SPACE CONTROLLED FIELD 0 All rooms and areas greater than 100 square feet and more than 1.2 watts BUILDING CATEGORY (FROM S 146 (b) TABLE 1-M) WATTS COMPLETE ALLOWED per square foot of lighting load shall be controlled with bi-level switching for ❑ I AFFIRM THAT I AM ELIGIBLE UNDER THE PROVISIONS OF DIVISION 3 OF THE BUSINESS AND PROFESSIONS CODE PER SF BLDG. AREA WATTS niform reduction of lighting within the room. BY SECTION 5537.2 OR 6737.3 TO SIGN THIS DOCUMENT AS THE PERSON RESPONSIBLE FOR ITS PREPARATION; COMMERCIAL BUILDING 1.2 2297 2756 AND THAT I AM A LICENSED CONTRACTOR PERFORMING THIS WORK. Daylit Area Control ❑ 1 AFFIRM THAT 1 AM ELIGIBLE UNDER THE PROVISIONS OF DIVISION 3 OF THE BUSINESS AND PROFESSIONS CODE AREA CATEGORY METHOD E] All rooms with windows and skylights, that are greater than 250 squarefeet, and that allow for the effective use of daylight in the area shall have TO SIGN THIS DOCUMENT BECAUSE IT PERTAINS TO A STRUCTURE OR TYPE OF WORK DESCRIBED AS EXEMPT feet of the lamps in each effective area controlled daylight a separate switch. PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTIONS 5537,5538 AND 6737.1. WATTS AREA ALLOWED 50% AREA CATEGORY (FROM S 146 (b) TABLE 1-N) PER SF (SF) WATTS ❑ The effective use of daylight throughout cannot be accomplished because the (THESE SECTIONS OF THE BUSINESS AND PROFESSIONS CODE ARE PRINTED IN FULL IN THE NONRESIDENTIAL MANUAL.) CONTROLS FOR CREDIT windows are continuously shaded by a building on the adjacent lot. Diagram of LUMINAIRES CONTROLLED shading during different times of year is included with plans. INCIPAL LIGHTING DESIGNER - NAME SIGNATURE LIC. N0. DATE CONTROL LOCATION CONTROL CONTROL TYPE NOTE TO RANDALL V. MOSS El3453 10/25/0 (ROOM OR DWG.#) IDENTIFICATION (OCCUPANT.DAYLIGHT,DIMMING,ETC.) TYPE # OF LUMIN. FIELD Fx1 Control of Exterior Lights LIGHTING MANDATORY MEASURES Exterior mounted fixtures and served from the electrical panel inside the building are controlled by a directional photo-cell control on the roof and a INDICATE LOCATION ON THE PLANS OF THE NOTE BLOCK FOR MANDATORY MEASURES EO.4 corresponding relay in the electrical panel. INSTRUCTIONS TO APPLICANT FOR DETAILED INSTRUCTIONS ON THE USE OF THIS AND ALL ENERGY EFFICIANCY STANDARDS COMPLIANCE FORMS, REFER TO THE TOTALS AREA WATTS NONRESIDENTIAL MANUAL PUBLISHED BY THE CALIFORNIA ENERGY COMMISSION. NOTES TO FIELD - For Building Department Use Only LTG-1: REQUIRED ON PLANS FOR ALL SUBMITTALS, PART 2 MAY BE INCORPORATED IN SCHEDULES ON PLANS. LTG-2: REQUIRED FOR ALL SUBMITTALS. TAILORED OR PERFORMANCE METHOD LTG-3: OPTIONAL, USE ONLY IF LIGHTING CONTROL CREDITS ARE TAKEN. TOTAL ALLOWED WA 2756 LTG-4: OPTIONAL ONLY IF TAILORED METHOD IS USED. PARTS 2 AND 3 USED IF APPLICABLE. (FROM LTG 4 NONRESIDENTIAL COMPLIANCE FORM January 2001 NONRESIDENTIAL COMPLIANCE FORM January 2001 NONRESIDENTIAL COMPLIANCE FORM January 2001 i I �-AILORED LPD SUMMARY and WORKSHEET (Part 3 of V TG- 4 TAILORED LPD SUMMARY and WORKSHEET _ (Pclrt 1 of 3) LTG- 4 TAILORED LPD SUMMARY and WORD<SHEET (Part L of 3) LTG- 4 PROJECT NAME DATE PROJECT NAME — DATE - — PROJECT NAME 77DATE TAILORED LPD - Sales Feature Floor Displays TAILORED METHOD ITAILORED LPD - Illuminance Categories E, F, G, H, I and Gross Sales Wall Area o a a a o a o o aFJ1 E. `I ALLOTTED WATTS DESIGN WATTS 1. Watts for Illuminance Categories A-D (from column G below) ` WATTS ALLOTTED WATTS — DESIGN WATTS - TASK ALLOTTED DESIGN I ALLOWED D 2. Watts for Illuminance Categories E-1 (from LTG-4 Part 2) �� WATTS TAS - I ALLOTTED DESIGN ALLOWED THROW MOUNT. AREA ALLOWED WATTS LUMIN. WATTS/ WATTS WATTS Illum. RCR AREA ALLOWED WATTS LUMIN. WATTS/ WATTS WATTS TASK / ACTIVITY DISTAN EHEIGHT (so LPD (D X E' CODE QTY. LUMIN. (H X 1) (Min. F or J) 3. Watts for Display Lighting (from LTG-4 Parts 2 & 3) I TASK / ACTIVITY Cat. (if E) NOTES (sf) LPD (E X F) CODE OTY. LUMIN. (I X J) (Min. G or K) -- - + -I- _ � WATTS - ---- -- -- --- ----- - ----- -- ---- - --- -- -- Public Area Display Sales FeatUre Sales Feature Wall Disp lay I ; Floor Display i I I I 4. Total Allowed Watts (lines 1-I-2+3) WATTS TAILORED LPD - Illuminance Categories A B> C and D and Gross Sales Floor Area a o o a c a a ROOM ALLOWED ROOM ILLUMINANCE CAVIT F OCR ALLOWED WATTS NUMBER TASK/ACTIVITY CATEGORY RA AREA LPD (E X F` 1.- — TOTAL AREA FLOOR DISPLAYS SF TOTAL WATTS — — LLLL GROSS SALES FLOOR AREA , X 0,1 MAXIMUM AREA FLOOR DISPLAYS (SF) I TAILORED LPD - Sales Feature Wall DI Enter Mounting Height PAGE TOTAL -� * ght or Throw — E E U Distance if applicable. �J I BUILDING TOTAL L-7 K E a _-, a { i OTTED WATTS DESIGN WATTS — I j Cat. G ALLOTTED DESIGN ALLOWED I I TAILORED LPD - Public Area DISp THROW R ALLOWED WATTS LUMIN. WATTS/ WATTS WATTS TASK / ACTIVITY DISTANCE f) LPD (C X D) CODE OTY. LUMIN. (G X H) (Min. E or 1) ALLOTTED-WATTS — DESIGN WATTS --- —_ TASK ALLOTTED DESIGN ALLOWED Throw Mtg, AREA ALLOWED WATTS LUMIN, WATTS/ WATTS WATTS I TASK / ACTIVITY Dist. Hgt. (sf) LPD (D X E) CODE OTY. LUMIN. (H X 1) (Min. F or J) - - I I I — PAGE TOTAL TOTAL AREA PUBLIC DISPLAYS SF TOTAL WATTS BUILDING TOTAL TOTAL AREA PUBLIC DISPLAYS SF TOTAL WATTS GROSS SALES WALL AREA X 0 1 - MAXIMUM AREA PUBLIC DISPLAYS (SF) SF WATTS PLANE OF PUBLIC DISPLAY AREA LI X 0.1 - MAXIMUM AREA PUBLIC DISPLAYS (SF) r Nonresidential Compliance Form AUGUST 2001 Nonresidential Compliance Form AUGUST 2001 Nonresidential Compliance Form AUGUST 2001 T THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEC. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) I T i DATE WATER MANAGEMENT SPECIALIST SERVICE DIRECTOR M R C E N G IN EERI N G, I NC. PREPARED BY: 2/8/06 RR ADDENDUM #1 2/8/06 Q APPROVED BY: IN THE CITY OF PALM DESERT, CALIFORNIA S H E E T DI G/,L\,\ Y R T P�SCAFE q 7 11 RR OWNER CHANGES 2 FREEDOM PARK ("�PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS � / /0 /11/06 (''� //�� ♦ � � C. Giq cti� DAV I D E VA N S CITY ENGINEER - Mark Greenwood EV."1' DIAL TOLL FREE 72-880 FRED WARING DRIVE, SUITE C-11 RANDML V. �, �� tee` 42$' ti�l �n 8/14/0 RR ELECTRICAL CHANGES /14/ 3 ANDASSOCIATESINC. - - DATE OF PALM DESERT, CALIFORNIA 92264 No. E13W R.C.E. NO. 57989 EXP. 6-30-09 TITLE 24 COMPLIANCE 1 -LAS422-4133 JK Renewal Dote 800 North Haven Avenue, Suite 300 DRAWN SCALE DWG. NAME (0) 760-340-9005 � (F) 760-340-9100 EXP. 9/30�08.AT LEAST TWO DAYS OFFICE LOCATIONS: PALM DESERT & IRVINE �� �cTr�cAL �� s,9T °°te �`P iTMIF Ontario California 91764 - As NOTED FORMS BEFORE YOU DIG -y�. FOF CA``FC� DESIGNED JOB NUMBER FILE NO. WWW.mrCeng1neeCing:COm F cA��F° Phone: 909.481.5750 DATE BY DESCRIPTION APP'D DATE - CPDX0015 CHECKED DATE FOR: CITY OF PALM DESERT CPDXOOOO-0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PROJECT NUMBER # 4019.00 R E V I S 1 0 N S CCG 71/15/05 i ', II I 1 i ❑ ❑ / 4 4 ' O 4 4 TO E,F SEE TYP E1 i� -- i )s MD 6 6 NOTE 2 — — I GFI _---+ , " A.F.F. E NO 7 O I! OTE 7 w NOTE 5 ST AGE 4 rU 7­7 4 / / 2 j STORAGE WOMEN ) TYP ( -- T�' (--- WOMEN" - - --- _ RESTROOM ❑ FEI I ❑ --- �`,, I�E 2 1 NOTE NOTE 5 - - - M E_N'S 4 - -- --�— I - RESTROO�J TO E,F 10� L � -� -—_-- --- - ---------, ,_-_. I ----- - s MEN'S RESTROOM 1 2-MUSCO LIGHTING CONTROLPANELS 4e. 1 J`� AND MANUAL SWITCHES -- c ��- LCCI\`ABLE PANEL DP - - I o )TOR. ROOiv1� 4 1 .5 i � L0 ABL 4 Ell /[4-- �� / g 4 g ST RO M E .�/ ---- O PANEL SLA 1 -. -v� -- -- _ NOTE 5 TYP I I g 2 2 TYP PANEL SB I I- !! I - -- — ' i I 1 l 0:- PANEL SA ice. � I�`'i1 / �- � � ! 4 i I I � E-_T---� � .1 "� I O o f g OR. DRY - - �- 25 ❑ ----- I I -- -- - ---- ( �s I 8.10 S I ICE MACHINE ❑ o - I ELECTRICAL 2 --- -- SA-2,4, 0 \ i --- LONT0 L R M. _ o 12 , TE 1 07 �L Q s g O 2 0 PROVIDE 1-2" CONDUIT TO 2 J A N. — 27 —_— SLA r \ CO 2 I E RESTROOM BUILDING TELEPHONE CABINET --- GFI --__— _._ J — _-- - -_--- 1 4 F. - REF. J 31 fSEK-7,9,1 -13,1 ® REF. - REF. X MUSCO SCHEDULE OVERRIDE SLA-1,3,5 FI 4 / REF. 4 . PHONE CAB \ N 3 SNACK BAR 4 -- TYP. ! i S Cr< BA • N WPI SLA-19, 1.23 Oj NOTE 1 = MD O O OMD \ 2 i i / 2 2 2 2 \ p p ;-\ NOTE 5 I FREEZER --/ 0c) C7 0 , '• / . \ 23 1 1 g 5 I / I — } �, I/� �'�� FREEZER ;� �� �� V ��' Op Op O O SLA-33,35 / — 3#8,1#10 G 3/4"C / 4 4 4 4 / \ \\' TYP ❑ ❑ � / 1, f� /` \ I ❑ ❑ 1 i NORTH NORTH POWER PLAN LIGHTING PLAN I NOTES THIS SHEET- SCALE: . SCALE:114 1-0 SCALE:114 -1 -0 1. LIGHTING CIRCUITS SHALL ROUTE THROUGH LIGHTING CONTROL RELAY/CONTACTORS. PROVIDE ADDITIONAL "HOT" CONDUCTOR WHERE SHOWN SUPPLY EMERGENCY BALLASTS WITH CONTINUOUS POWER. TYPICAL. NOTES THIS SHEET: 2. RESTROOM LIGHTS SHALL BE CONTROLLED BY THE BUILDING TIME BRANCH CIRCUIT NOTES: 1. VERIFY THE MOUNTING HEIGHT OF ALL DEVICES SHOWN AT COUTNER LOCATION. CLOCK. MOUNT DEVICES INTENDED TO BE MOUNTED ABOVE COUNTER HORIZONTALLY 6" 3. NOT USED. 1. BRANCH CIRCUIT (HASH MARKS) WIRES ARE NOT DEPICTED ON DRAWINGS. THE ABOVE THE SPLASH. CONTRACTOR SHALL PROVIDE BRANCH CONDUIT AND WIRING AS REQUIRED FOR A 4..VERIFY THE EXACT LOCATION OF ALL LIGHTING FIXTURES WITH THE COMPLETE AND OPERABLE BRANCH CIRCUIT DISTRIBUTION SYSTEM IN ACCORDANCE 2. TELEPHONE CONDUITS AND CABLES TO TERMINATE A THE COMMUNICATION ARCHITECTURAL REFLECTED CEILING PLANS PRIOR TO INSTALLATION. WITH THE LATEST ADOPTED VERSION OF THE NATIONAL ELECTRICAL CODE AND BACKBOARD. THE CALIFORNIA ELECTRICAL CODE. 3. VERIFY ALL FOOD SERVICE EQUIPMENT RATINGS BEFORE WORK. TYPICAL. 5. PRIOR WIRING THE LIGHTING SYSTEM THE CONTRACTOR SHALL NOTIFY THEE ENGINEER TO APPROVE LIGHTING FIXTURE LOCATIONS 2. MINIMUM CONDUCTOR SIZE. SHALL BE #12 AWG COPPER AND THE MINIMUM CONDUIT SIZE SHALL BE NOT LESS THAN 3/4'. 4. SEE MUSCO & RELAY PANEL ELEVATION ON SHEET E3.3, VERIFY WITH ROUGHED IN BY THE CONTRACTOR. MANUFACTURER FOR EXACT PANEL DIMENSIONS. 6. PROVIDE UNSWITCHED HOT WIRES TO EMERGENCY LIGHTS AND 3. PROVIDE GROUND CONDUCTOR IN ALL BRANCH CIRCUIT AND FEEDER CONDUITS. EXIT LIGHTS. THESE PLANS HAVE BEEN REVIEWED.BY THE COACHELLA VALLEY WATER DISTRICT IN 5. PROVIDE SURFACE MOUNTED RECEPTACLE OR PHONE OUTLET FOR BLOCK WALL, 4. AT THE END OF THE PROJECT THE CONTRACTOR SHALL PROVIDE A DETAILED ACCORDANCE WITH WATER CODE TITLE 7, 011ASIDN 1, CHAPTER 3, ARTICLE CDs, SECTION PROVIDE SURFACE BOX, WIREMOLD CONDUIT AS REQUIRED. 7. PROVIDE MOTION DETECTORS, RELAYS AS REQUIRED. CONNECT AS—BUILT DRAWING TO THE PROJECT OWNER AND ENGINEER. 65597 ET SEQ. REQUIRING EMCIENT LANDSCAPE AND IRGATION DESIGN W COOPERATION . WITH THE LOCAL GOVI=BRING AGENCY(CITY DR COUNTY)DETECTORS IN PARALLEL TO EXHAUST/FANS SO THAT ANY ONE DETECTOR ACTIVATION WILL TURN ON THE EXHAUST FAN (EF). DATE WATER MANAGEMENT SPECIALIST ,I SERVICE DIRECTOR M R C ENGINEERING INC. PREPARED BY: 2 8 Os RR ADDENDUM #1 2/8/O6 APPROVED BY IN THE CITY OF PALM DESERT, CALIFORNIA H E E T , / / 0 S DIGALi,ERT PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS o�A�scapF q�'c 7/11/0 RR OWNER CHANGES /11/0 FREEDOM PARK DIAL TOLL FREE 72-880 FRED WARING DRIVE, SUITE C-11 RANDALL v. ���� \S C28G/q��ti,�� DAV i D EVAN S 8/14/ RR ELECTRICAL CHANGES /14/ 3 CITY ENGINEER — Mork Greenwood E 1 . PALM DESERT, CALIFORNIA 92264 No. E13483 7° J y DATE 1-800-422-4133 Signature AND ASSOCIATES I N C. R.C.E. No. 57989 EXP. 6-30-06 SNACK BAR POWER OF (0) 760-340-9005 + (F) 760-340-9100 EXP. 9/30/06 Renewol Date WO North Haven AVenUg, Slit@ 3W DRAWN SCALE DWG. NAME AT LEAST TWO DAYS s Date �� — AS NOTED LIGHTING PLANS BEFORE YOU DIG OFFICE LOCATIONS: PALM DESERT & IRVINE 'I'� � �� TAT Ontario Calforf is 91764 www.mrceng,ineering.com cam qrF �40� F of cA�-�F� DATE 8Y DES(�21P110IV APP' DATE DESIGNED � NUMBER FILE N0. 9 9• OF Cpi. Phom: 9M.AM.5750 CPDX0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNI PROJECT NUMBER # 4019.00 CHECKED DAIS FOR: CITY OF PALM DESERT CPDXOOOO-0015 REVISIONS CCG 11 15 05 PANEL: SB PANELVOLTAGE. 277/480 3P,4W CIRCUIT CODE: N : NON-CONTINUOUS i LOCATION:SNACK BAR BUS: 225A L: LONG-CONTINUOUS MOUNTING:SURFACE MAIN: L.O. AIC RATING: 25,000 v VA LOAD W TYPE C.B. BUS C.B. TYPE W VA LOAD v LOAD DESCRIPTION p LOAD DESCRIPTION 5 A B I C 0 M R L TR P ABC TR P L R M A B I C v 1 5000 SOCCER L 30 3 X 30 3 L VOLLEY BALL 4600 2 3 5000 L - - X - - L (12)POLES AT 1.15 KW EA 4600 4 5 5000 - L X - L - 4600 6 7 5000 SOCCER LJ 30 3 X 30 3 L BASKETBALL 4801 8 9 5000 L - - X - - L (12)POLES AT 1.15 KW EA 4801 10 11 5000 - L - - X - - L 1&(3) 175 WMH \ 4801 12 13 $000 SOCCER L 30 3 X 30 3 L TENNIS 4600 14 \ 15 5000 L - X - - L (12)POLES AT 1.15 KW EA 4600 16 \ �\ 171 1 5000 - L - - X - - L - L 4600 18 i 191 5000 1SOCCER L 30 3 X - SPACE 20 21 5000 L - X SPACE _ 22 23 5000 - LI X ISPACE 24 \ \ \ 25 SPACE - - X - - SPACE 26 27 SPACE - - X - SPACE 28 291 SPACE X - SPACE 30 311 SPACE - - X - - SPACE 32 \ �X r 33 SPACE - - X ISPACE 34 35 SPACE - X - - SPACE 36 37 SPACE SPACE 38 — 39 SPACE - - X - - SPACE 140 — 411 SPACE I I - - X1 SPACE 42 200001 200001 20000 PHASE TOTALS PHASE TOTALS 114001114001 14001 Total Phase A: 34001 CONNECTED VA(CODE N): --- El Total Phase B: 34001 CONNECTED VA(CODE L): 102003 Total Phase C: 340011 CONNECTED VA(CODE R): _ Al CONNECTED VA(CODE K): TOTAL CONNECTED KVA: 102.1 --- [� ----- -------- ----- DEMAND KVA: 4O TOTAL ADJUSTED KVA: 102.1 -- --- — --- --� TOTAL PANEL AMPS: 123.1 -- — — -- — AMPS W/LCL: 153.9 LIGHTING CONTROL NOTES ---- ------------------------------ --- -------- — — ---- / -- ._---- ------ �._- - ------------------- ---- ---------- -.._ CIRCUIT 6 PROVIDE (2) POLE LIGHTING RELAYS, TO BE CONTROLLED BY PROJECT TIME CLOCK, TIME ZONE # 1 PANEL: SA PANELVOLTAGE: 277/480 3P,4W CIRCUIT CODE: N ; NON-CONTINUOUS LOCATION:SNACK BAR BUS: 225A L : LONG-CONTINUOUS �--- - -- ------ -- -- --— i/ — ---- --- - ---- CIRCUIT 4- PROVIDE (2) POLE LIGHTING RELAYS, TO BE CONTROLLED BY MOUNTING:SURFACE MAIN: L.O. PROJECT TIME CLOCK, TIME ZONE # 2 — 1 _ - AIC RATING: 25,000 -- --- TIME CLOCK SHALL BE A MULTIFUNCTIONAL ELECTRONIC CONTROLLER, VA LOAD to TYPE C.B. BUS C.B. TYPE m VA LOAD MANUFACTURED BY INTERMATIC # ET7000 SERIES. 2 LOAD DESCRIPTION p p LOAD DESCRIPTION i --- - — — — 0 A B C v M R L TR P ABC TR P L R M 0 /- A - C v 1 4000 SOFTBALL FIELD#1 L 40 3 X 20 1 L 1 TS, A 1410 2 - F WP 3 4000 L - - X 20 1 L EXTERIOR LTG.,S CK BAR 1040 4 3 5 4000 - L - - X 20 1 L RESTROOMS 800 6 _ 7 400o SOFTBALL FIELD#2 L 40 3 X 40 3 L SOFTBALL FIELD#1 4000 8 T 2 9 4000 L - - X - . " L 000 10 L._ -- -- -- -- - — - ER -- i - 1 � TRANSFORM 1 TO Dls;5EE-SINGLE NE - - --- -------------..-__-------- ---------- --� 11 4000 - L - - X - - L \_ �/ �_ i' '4000 12 — 13 4000 SOFTBALL FIELD#3 L 40 3 X 40 3 L SOFTBALL FIELD#2 4000 14 LINE SGA-26 15 4000 L - - X - - L - 4000 16 — 1-C.' 3#6 — 17 4000 - L - X - - L - 4000 18 L- - - _ - - yyp 26 �P — 19 5000 SOFTBALL FIELD#1 L 40 3 X 40 3 L SOFTBALL FIELD#3 40 00 20 I F GF� 21 5000 L - X - - L - 4000 22 - —_------------ -— --_ — - -- — 23 5000 - L X - L - 4000 24 HP-1 25 5000 SOFTBALL FIELD#2 L 40 3 X - SPARE 26 ! — - 27 5000 L - X SPARE 28 29 5000 - L X - - SPARE 301 5000 SOFTBALL FIELD#3 L 40 3 X - SPARE 32 \ / 33 50I� L X - - SPARE 34 35 5000 - L - X - SPARE 36 37 SPACE - - X SPACE 38 _ 39 SPACE - - X - - SPACE 40 41 SPACE - - X - SPACE 42 27000 27000 27000 PHASE TOTALS PHASE TOTALS 13410 13040 128N Total Phase A: 40410 CONNECTED VA(CODE N): X/ Total Phase B: 40040 CONNECTED VA(CODE L): 120250 Total Phase C: 39M CONNECTED VA(CODE R): r \ \ \ CONNECTED VA(CODE K): i TOTAL CONNECTED KVA: 120.3 DEMAND KVA: / i TOTAL ADJUSTED KVA: 120.3 TOTAL PANEL AMPS: 145.0 / AMPS WILCL: 181.3 PANEL: SLA PANELVOLTAGE: 277/480 3P,4W CIRCUIT CODE: N : NON-CONTINUOUS LOCATION:SNACK BAR BUS: 225A L: LONG-CONTINUOUS MOUNTING:SURFACE MAIN: L.O. AIC RATING: 25,000 — - v VA LOAD W TYPE C.B. BUS C.B. TYPE w VA LOAD v LOAD DESCRIPTION p $ LOAD DESCRIPTION 2 A B C 0 M R L TR P ABC TR P L R M 0 A B C 0 i 1 1272 RECPT. REFRIGERATOR N 20 1 X 20 1 N RECPT.GENERAL 720 2 3 694 CPT.PREP TABLE N 20 1 X 20 1 N RECPT. GENERAL 720 4 5 1020 RECPT.HOT DOG WARMER N 20 1 X 20 1 N DF 900 6 ! 7 1080 RECPT.BOWL WARMER N 20 1 X 20 2 N ICE MACHINE 500 8 9 1656 RECIPT.CHEESE WARMER N 20 1 X - N - 500 10 11 240 RECPT.CHIP MERCHANDISER N 20 1 X 20 1 N RECPT. 180 12 13 1272 RECPT.REFRIGERATOR N 20 1 X 20 1 N SCOREBOARD 500 14 15 600 RECPT. CASH REGISTER N 20 1 X 20 1 N PA SYSTEM 500 16 17 336 RECPT.SODA DISPENSER N 20 1 X 20 1 N RECPT.GENERAL ISO 18 19 600 RECPT.CASH REGISTER N 20 1 X 20 1 N SCOREBOARD 500 20 j 21 1784 RECPT.COFFEE BREWER N 20 1 X 20 1 N PA SYSTEM 500 22 23 18W RECPT.FREEZER N 20 1 X 20 1 N RECPT. GENERAL 180 24 25 240 RECPT.WATER FILTRATION N 20 1 X 20 1 N EF-1 26 ROOF PLAN NOAe�-t+ 27 600 RECPT.SODA RACK N 20 1 X 20 1 - N OL 2$ 29 1200 WATER HEATER N 20 1 X 20 1 N CONTROL 30 31 900 AIR CURTAIN N 20 1 X 20 N RECEIPT.GENERAL 180 33 2985 COFFEE BREWER N 40 2 X 20 1 N SCOREBOARD 5 00 34 35 2985 N X 20 1 N A SYSTEM 500 36 37 SPARE 20 1 X 20 SPARE 38 3 39 SPARE 20 1 X 20 1 S ARE 40 NOTES 41 SPARE 20 1 X 20 1 P 42 5364 8319 7641 PHASE TOTALS PHASE TOTALS 2 5 290 2120 BRANCH CIRCUIT NOTES: 1. PROVIDE CONTROL CONDUITS AND WIRES FOR ALL AC UNITS Total Phase A: 8189 CONNECTED VA(CODE N): 29169 (NOT SHOWN ON PLAN, REFER TO MECHANICAL DRAWINGS). 1. BRANCH CIRCUIT (HASH MARKS) WIRES ARE NOT DEPICTED ON DRAWINGS. THE Total Phase B: 11219 CONNECTED VA(CODE L): CONTRACTOR SHALL PROVIDE BRANCH CONDUIT AND WIRING AS REQUIRED FOR A Total Phase C: 9761 CONNECTED VA(CODE R): 2. PROVIDE DUCT SMOKE DETECTOR AND AC UNIT SHUT DOWN COMPLETE AND OPERABLE BRANCH CIRCUIT DISTRIBUTION SYSTEM IN ACCORDANCE CONNECTED VA(CODE K): CONTROL MODULE FOR AC UNIT (GREATER THAN 2000 CFM) AND WITH THE LATEST ADOPTED VERSION OF THE NATIONAL ELECTRICAL CODE AND AS REQUIRED. THE CALIFORNIA ELECTRICAL CODE. TOTAL CONNECTED KVA: 29.2 DEMAND KVA: 3. ALL ROOF MOUNTED DEVICES SUCH AS DISCONNECTS, 2. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG COPPER AND THE MINIMUM RECEPTACLES AND ETC SHALL BE NEMA-3R, WEATHER PROOF. IN CONDUIT SIZE SHALL BE NOT LESS THAN 3/4". TOTAL ADJUSTED KVA: 29.Z ADDITION, RECEPTACLES SHALL BE GFI AND WP. THESE PUNS HAVE BEEN RENEWED BY THE COACHEILA VALLEY WATER DISTRICT IN 3. PROVIDE GROUND CONDUCTOR IN ALL BRANCH CIRCUIT AND FEEDER CONDUITS. ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10.e, SECTION TOTAL PANEL AMPS: 40.6 4. PROVIDE CONTROL CONDUIT AND WIRES TO SWITCHES IN REST 65597 ET SEQ. REQtJRING EMCIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION AMPS WILCL: 40.6 ROOMS, SEE E1.1 4. AT THE END OF THE PROJECT THE CONTRACTOR SHALL PROVIDE A DETAILED WITH THE LOCAL GOVERNING AGENCY(CITY DR COIMITY) AS-BUILT DRAWING TO THE PROJECT OWNER AND ENGINEER. DATE WATER MANAGEMENT SPECIALIST SERVICE DIRECTOR APPROVED BY: CALIFORNIAM R C E N G I N E E R I N G, I N C. PREPARED BY: 2/8/06 RR ADDENDUM #1 2/8/06 Q IN THE CITY OF PALM DESERT, S H E E T D I G/&,L,-E R T PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS o�P�scaPE 7/11/0 RR OWNER CHANGES /11/0 2 K �� 5 q c � DAVID EVANS FREEDOM PAR E1 .2 � G• Gt ti, CITY ENGINEER - Mark Greenwood 72-880 FRED WARINC DRIVE SUITE C-11 �� � 4287 �y F 8/14/ RR ELECTRICAL CHANGES /14/ 3 DATE _ . DIAL TOLL FREE RANDALL V. �, _ PALM DESERT, CALIFORNIA 92264 Ar No. E134W Signature AND A S S O C I AT E S 1 NC. R C.E. NO. 57989 EXP. 6-30-00 SNACK BAR ELECTRICAL ROOF PLAN & PANEL OF 1 -800-422-4133 (0) 760-340-9005 j (F) 760-340-9100 D,, 9/30/08 * Renewal Dote � 8W N� Haven Avenue, a WV DRAVM SCALE AT LEAST TWO DAYS �, Ia.ECTRICA� `� s,. Date ,P �" - AS NOTED SHEDULES DWG. NAME OFFICE LOCATIONS. PALM DESERT & IRVINE Ontario Call fom8 �64 BEFORE YOU DIG qr TF of cA��Fck DESIGNED JOB NUM FILE NO. www.mrcengineering.com F OF CAS\FO Phor: C9W,M.5750 DATE BY DESCRIPTION APP' DATE - CPDX0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNI PROJECT NUMBER # 4019.00 R E V I S ( O N S CHECKED CCG DATE 1 15 05 FOR. CITY OF PALM DESERT CID XOOOO-0015 1 I --------------------------------------------------------------__---__----__-----_-__---------_------ I I i j 4 4 4 i i I 4 O j - I I TYP I - L + ��-' - -- I I Gn 1 I I 4 I 0 101 i i 101 2 WOIVEN'S i i WOMEN'S TYP RESTROOM , RESTROOM MAIN SWITCHBOARD "MSB" I I I 277/48OV-3PH-4W I / v L 2 NTH 4 HOUSEKEEPING PAD - E 6 I 4 i iL I I I - i JF JF _JF 10 3 ITYP 2 2 E TYP 103 �1 RL 9 I _ I TYP O° B �® ELECTRICAL i - - - i ELECTRICAL ( _ _ 3 I - -- - ROOM ( _ _ _ ROOM _ ---�---- - --II- I ---- �- �- ` ---- r T- M RLA-7 XtMRTi T` RLA-11,13,15 - -- ------ ------------- ----- ---- -i ( - ------ - ---- --- - ---- - - --- ---------- ------------- ---- --- ------------_1---- -- --- ---- -------------- -- - �� --- - -- ----- - --- - -- I WITH 4" HOUSEKEEPING PAD j ---- - - ----- ------------- ------ - EF-1 - ------- -- -------- - I I 6 O 6 FOG SYSTEMMP F- - O GFI - I I - 01 --- , D- 2.4 PANEL RA ----- -� �� I F Pip-_-- - I D 2 2 I CONTR L BOX_ _ -- ___ __ 4 I RLA - o o - i 4 l t7- PANEL -- E I \ �,.....RELAY CABINET YP E TYP I 1 _^ i I ' NOTE `� I T i L� I TELEPHONE CABINET I C _�L_ i 10 2 MEN'S I I / MEN S 2 RESTROOM I I J NO 6 4 - O - I I RESTROOM 2 � 2 I GFI ---------- I I RLA-1 -_ --= �r- ---- j - I 7- 4 4 4 I I I + f 4 f i TYP E I --J ------- -------- ----- ----------- i I POWER PLAN No�TH LIGHTING PLAN NQRT� SCALE:Ile=1+-0" SCALE:11,C=1'-V i i LIGHTING PLAN NOTES POWER PLAN NOTES: 1. LIGHTING CIRCUITS SHALL ROUTE THROUGH LIGHTING CONTROL 1. PROVIDE GFf RECEPTACLE AS INDICATED, AND AT RELAY/CONTACTORS. LOCATONS IN ACCORDANCE WITH THE ELECTRICAL CODE ARTICLE 210-7(d), 210-$. 2. RESTROOM LIGHTS SHALL BE CONTROLLED BY THE BUILDING TIME I 2. PROVIDE SURFACE MOUNTED RECEPTACLE. 3.. VERIFY THE EXACT LOCATION OF ALL LIGHTING FIXTURES WITH 3. PROVIDE MOTION DETECTORS, RELAYS AS REQUIRED, THE ARCHITECTURAL REFLECTED CEILING PLANS PRIOR TO i CONNECTED DETECTORS IN PARALLEL TO EF, SO THAT ANY INSTALLATION. ONE DETECTOR ACTIVATION WILL TURN ON THE EF. 4. PRIOR TO WIRING THE LIGHTING SYSTEM THE CONTRACTOR SHALL LIGHTING CONTROL NOTES NOTIFY THE ENGINEER TO APPROVE LIGHTING FIXTURE LOCATIONS LIGHTING CONTROL NOTES ROUGHED IN BY THE CONTRACTOR. CIRCUIT 6- PROVIDE (2) POLE LIGHTING RELAYS, TO BE CONTROLLED BY CIRCUIT 2,6,8,10,12,14,16,18,20,22,24,26,28,30,34- PROVIDE 2-8 POLE LIGHTING 5. PROVIDE UNSWITCHED HOT WIRES TO EMERGENCY LIGHTS AND PROJECT TIME CLOCK, TIME ZONE # 1 RELAYS, TO BE CONTROLLED BY PROJECT TIME CLOCK, TIME ZONE # 1 EXIT LIGHTS. CIRCUIT 4- PROVIDE (2) POLE LIGHTING RELAYS, TO BE CONTROLLED BY CIRCUIT 32,36- PROVIDE A 2 POLE LIGHTING RELAYS, TO BE CONTROLLED BY 6. PROVIDE MOTION DETECTORS, RELAYS AS REQUIRED. CONNECT PROJECT TIME CLOCK, TIME ZONE # 2 PROJECT TIME CLOCK, TIME ZONE # 2 DETECTORS IN PARALLEL TO EXHAUST/FANS SO THAT ANY ONE TIME CLOCK SHALL BE A MULTIFUNCTIONAL ELECTRONIC CONTROLLER, CIRCUIT NUMBER 38 - PROVIDE A SINGLE POLE LIGHTING RELAY DETECTOR ACTIVATION WILL TURN ON THE EXHAUST FAN (EF). MANUFACTURED BY INTERMATIC # ET7000 SERIES. CIRCUIT NUMBER 9 - PROVIDE A SINGLE POLE REALY TO BE INSTALLED BY THE CIRCUITS 1,3,5,7,9,11,13,15,17,19,21,23- PROVIDE 2-6 POLE RELAYS TO BE TIME CLOCK. CONTROLLED BY THE PROJECT TIME CLOCK. TIME CLOCK SHALL BE A MULTIFUNCTIONAL ELECTRONIC CONTROLLER, MANUFACTURED BY INTERMATIC # ET7000 SERIES. I - I - PANEL:RA PANELVOLTAGE: 277/480 3P+4W CIRCUIT CODE: N : NON-CONTINUOUS PANEL: RLA PANELVOLTAGE: 1201208 3P,4W CIRCUIT CODE: N : NON-CONTINUOUS LOCATION:RESTROOM BUS: 225A L: LONG-CONTINUOUS j LOCATION:RESTROOM BUS: 225A L : LONG-CONTIN000S MOUNTING:SURFACE MAIN: L.O. R: DEMANDABLE RECEPTACLES MOUNTING:SURFACE MAIN: L.O. I AIC RATING: 25+000 A{C RATING: 25,000 K: KITCHEN w TYPE C.B. BUS C.B. TYPE u� VA LOAD � VA LOAD o TYPE C.B. BUS C.B. TYP w DESC ION V • � VA LOAD p LOAD DESCRIPTION 0 A B C LOAD DESCRIPTION v M R L TR P ABC TR P R M �i A B LOAD DESCRIPTION 0 o v 1 v A B C t� M R L TR P ABC TR P E R M 00 A B C 1 1700 PARKING LOT LIGHTS L 6 20 1 X 20 1 L RESTROOM LIGHTS INTERIOR 580 2 1 180 RECEPTACLE,RESTROOM N 20 1 X 20 1 N' J-BOX,SITE, 3.1 6� 2 3 1700 PARKING LOT LIGHTS L 6 20 1 , X 20 1 L RESTROOM LIGHTS EXTERIOR 580 4 3 SPARE N 20 1 20 1 N EXTERIOR LIGHTING 500 4 s 5 SPARE N 20 1 X 20 1 N J-BOX,SITE,E3.2 600 6 5 1700 PARKING LOT LIGHTS L 6 20 1 X 20 1 L STROOM LIGHTS EXTERIOR SW 6 . 7 580 DF N 20 1 X 20 1 N J-BOX,SITE,"E3.2 600 8 7 1140 WALKWAY LIGHTS L 14 ZO 1 X ZO 1 $PARE 8 J-BOX,SITE,E3.2 600 9 1140 WALKWAY LIGHTS L 15 20 1 X 20 1 SPARE 1 o 9 425 EF-1 N 20 1 X 1 I 11 1140 WALKWAY LIGHTS L 16 20 1 X 20 1 SPARE 12 11 SPARE N 20 1 X 20 N 3.2 12 13 443 FOG PUMP SYSTEM N 20 3 X 20 1 N J-BOX,SITE,E3. 600 14 13 670 WALKWAY LIGHTS L 20 1 X 20 i SPARE 14 j 15 670 WALKWAY LIGHTS L 20 1 X Z0 1 SPARE 16 15 N - X 20 1 N J-BOX,SITE,E3.2 600 16 18 17 N X 20 1 N J•BOX,SITE,E3.2 600 18 BRANCH CIRCUIT NOTES: 17 Goo WALKWAY LIGHTS L 20 1 X 20 1 SPARE 19 SPARE 20 1 X 20 1 N J-BOX,SITE,E3.4 600 20 1. BRANCH CIRCUIT (HASH MARKS) WIRES ARE NOT DEPICTED ON DRAWINGS. THE 19 500 WALKWAY LIGHTS L 20 1 X 20 1 SPARE 20 21 500 WALKWAY LIGHTS L 211 1 X 20 1 SPARE 22 21 SPARE 20 1 X 20 1 N J-BOX,SITE,E3.4 600 22 CONTRACTOR SHALL PROVIDE BRANCH CONDUIT AND WRING AS REQUIRED FOR A 23 SPARE 20 1 X 20 1 N J-BOX,SITE,E3.4 600 24 COMPLETE AND OPERABLE BRANCH CIRCUIT DISTRIBUTION SYSTEM IN ACCORDANCE 23 NO WALKWAY LIGHTS L 20 1 X 20 1 SPARE 24 WITH THE LATEST ADOPTED VERSION OF THE NATIONAL ELECTRICAL CODE AND 25 SPACE - X SPACE 26 25 SPACE - X 20 1 N J-BOX,SITE,E3.4 600 26 THE CALIFORNIA ELECTRICAL CODE. 27 SPACE - - X - - SPACE 28 27 SPACE - - X 20 1 N J-BOX,SITE, E3.4 600 _ 28 29 SPACE X 20 1 N .1-BOX,SITE,E3.4 600 30 2. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG COPPER AND THE MINIMUM 29 SPACE - - X - - SPACE 30 31 SPACE - - X - - SPACE 32 31 SPACE - X 20 1 N EXTERIOR LIGHT,E3.4 600 32 CONDUIT SIZE SHALL BE NOT LESS THAN 3/4". 33 SPACE - X SPACE 34 33 SPACE - X 20 1 N J-BOX,SITE,E3.4 432 34 35 SPACE X 20 1 N SITE LIGHTS, E3.4 g� � 3. PROVIDE GROUND CONDUCTOR IN ALL BRANCH CIRCUIT AND FEEDER CONDUITS. 35 SPACE X - - SPACE 3$ - 37 SPACE - - X - - SPACE 38 37 SPACE X 20 1 N FLAG POLE UNITS 500 38 4. AT THE END OF THE PROJECT THE CONTRACTOR SHALL PROVIDE A DETAILED 39 SPACE - - X - - SPACE 40 39 SPACE X 20 1 SPARE 40 AS-BUILT DRAWNG TO THE PROJECT OWNER AND ENGINEER. 41 SPACE X - SPACE. 42 41 SPACE X 20 1 SPARE 42 4010 4010 3940 PHASE TOTALS PHASE TOTALS 580 580 500 1203 868 PHASE TOTALS PHASE TOTALS 4100 3332 3600 CONNECTED VA(CODE N): Total Phase A: 5303 CONNECTED VA(CODE N): 13103 Total Phase A: 4590 CONNECTED VA(CODE L): CONNECTED VA(CODE L): 13620 Total Phase B: 3600 CONNECTED VA(CODE R): Total Phase B: 4590 Total Phase C: 3600 CONNECTED VA(CODE R): Total Phase C: 4440 CONNECTED VA(CODE K): CONNECTED VA(CODE K): TOTAL CONNECTED KVA: 13.7 TOTAL CONNECTED KVA: 13.2 THESE FLANS HAVE BEEN RENEWED BY THE COACHEILA VALLEY WATER DISTRICT IN DEMAND KVA: 6 7 EACCORD�o. REouIRING E CODE NT LTLE ANDS VISIONAND�GATTIION DEESIG'N IN COOPERATION DEMAND KVA: VM THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) TOTAL ADJUSTED KVA: 13.7 TOTAL ADJUSTED KVA: 13.2 TOTAL PANEL AMPS: 13.7 TOTAL PANEL AMPS: 44.2 DATE WATER MANAGEMENT SPECIALIST AMPS W/LCL: 44.2 AMPS W/LCL: 20.8 S RWM DRECTER I G INC. PREPARED BY: 2/13/os RR ADDENDUM �E1 2/8/O6 Q APPROVED BY IN THE CITY OF PALM DESERT, CALIFORNIA S H E E T MRC ENGINEER N ���S�aPEI Gz,�, �--E R T DAV I D E VA N S 7/11/0 RR OWNER CHANGES /,1/0 FREEDOM PARK E 2. 1 PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS ° �� C. Gi qR�'y, CITY ENGINEER - Mark Gre�wood ♦ v�� �`� 4287 q'ly 8/14/ RR ELECTRICAL CHANGES /14/ 3 DIAL TOLL FREE 72-880 FRED WARING DRIVE, SUITE C-11 RANDALL V. z DATE RESTROOM POWER & OF No. E134W A N D A S S O C I AT E S INC. R.C.E. NO. 579s9 EXP. 6-30- ` I PALM DESERT, CALIFORNIA 92264 � � Signature DWG. NAME 1-800-422-4133 (0) 760-340-9005 1 (F) 760-340-9100 �300 North HsV@t't AVelnue, Suite 300 AS SCALE �. 9/30/� '�sT ftene�te ate \�* � As NOTED - LIGHTING. PLANS AT LEAST TWO DAYS s ELECTRICAL O�lti$r(O CS�fOPr118 DES- JOB NUM FILE NO. OFFICE LOCATIONS: PALM DESERT & IRVINE ATE of CA�`Fc�"' _ BEFORE YOU DIG 9rF �o ��; 9WAMM50 DATE FBY DESCRIPTION APP' DATE CPDX0015 www.mrcengineering.com OF CALF UNDERGROUND SERVICE ALERT of SOUTHERN CAUFORNI PROJECT NUMBER # 4019.00 CHECKED Da-r>= FOR: CITY OF PALM DESERT CPDXt)o0O-oO15 REVISIONS CCG 11 1505 J ! 9 15 14- NOTES: 1. PROVIDE A CARSON JUNCTION BOX MODEL #1419-12 WITH #1419-3 BOLT DOWN �I �` UNDER CONSTRUCTION COVER LABELED "ELECTRIC". EXTEND THE CIRCUIT TO THE LIGHTING OR POWER DEVICES i i 7 / IN THE ADJACENT STRUCTURE OR AREA. II 2. PROJECT MAIN SWITCHBOARD "MS". REFER TO THE SttsIGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. \ f !�- __ ---------- 3. PROVIDE 2-4 CONDUIT STUBBED OUT THE THE SCE ANSFORMER PULL BOX FOR FUTURE BUILDING ELECTRICAL SERVICE. 4, COORDINATE ALL LIGHTING POLE LOCATIONS WITH THE LANDSCAPE DRAWINGS PRIO14i / �/ TO INSTALLATION OF STRUCTURAL POLE BASES. 17 \ 5. REFER TO THE STRUCTURAL DRAWINGS FOR REQUIREMENTS �ND SIZES. WITH EACH UTILI � COMPANY PRIG i f0 11 / ' / / �4 DENSE TREES a 6. VERIFY THE FINAL SERVICE REQUIREMENTS '� � � � / \ � \� INSTALLATION OF STRUCTURES AND CONDUITS. �� ii } ; ,� %/ � \� � + i C-6 CONTACTOR \� 7. REFER TO PANEL SCHEDULES AND MUSCO LIGHTING CONTROLI 61AGRAMS FOR it/ - ` \\ / / / �/ / SA-8,10,12 f' SA-1 3,5 (SPORTS LIGHT) \ \ ELECTRICAL REQUIREMENTS. I i i i / / ! L / j/ 3#8,1#10 GRN,1"C. i SA-25, 7,29 (SECURITY LIGHT) i 8. ALL 480V, 3 PHASE SPORTS FIELD LIGHTING BRANCH CIRCUIT$ I SHALL CONNggT — 3#6 (SPO ) 3#8 (SECURITY), 1#10 h ! � / ,f\ � GRN, 2"C. � 1 LIGHT FIXTURES IN A CONTINUOUS BALANCE (IN ORDER) PHASE A{ PHASE B. PHASE C — 1� /�/ i/ \ / \ \ SEQUENCE. THUS NO CIRCUIT NUMBERS ARE INDICATED FOR EACHi INDIVIDUAL LIGHT C 12 CONTACTOR FIXTURE. TYPICAL. I i i I �� / t SA-8,10,12 \ /� // �'`� • SOFTBALL 1 3 .8 1 10 GRN 1"c. 9. PROVIDE CONCRETE PULL BOX / J-BOX NEXT TO EACH SPORTS FIELD LIGHTI �OLE, J-BOX NOT SHOWN ON PLAN. TYPICAL. i i i / // / ,Y'` \� / \� 15 / 0 10. ALL SITE LIGHT CIRCUITS SHALL BE # 8 WIRES MINIMUM, UNLI�SS NOTED OTHERWISE. T THE HOMERUN OF THE BRANCH! HALL BE CAf R' Y ON UNDER CON ,rR,C'nr n � I 11< ALL WIRE SIZE INDICATED A ,16 .,....s.. ��. J.I i TO THE END OF THE BRANCH CIRCUIT. ` e 12. TIMER, CONTACTORS, PUSH BUTTON CONTROLS AND SIGNAL MIGHT FURNISH B�' \ SEE E3.3 TIMER CONTROL DIAGRAM R MORE I ETAIL. PROM 2 'fib PILE; MUSCO LIGHTING, � [�� , � 3 4"C TO CONTROL CABINET. ! ! I I,' 9 / - ---- _-- 1 -- (� _ �-' \`�• \\ / MUSCO 13. ALL LIGHTING CIRCUITS SHALL ROUTE THROUGH TH MUSCO IOONTROL AND !;+ EXCAVATION + __- -.- ,/ ! I,1 ', -- _ I 1 ZONE #2 \ r i MONITORING CABINET. ! ! !;! I l� I ' 1 I i / \ \ C-9 CON ACTOR --L— SA-19 14. SEE SELECTED WORST CASE VOLTAGE DROP SAMP�E CALCUL ��ION ON SHE�,I# 0.2: \ 21 3 \ f / " C-10 CO ACTOR " E�ISTI 6kITIN E T N. EX G �IRIC NG C -1�D1 AND' SA-19,2�1;23\ .y � #8' � /16 coNc I C ON TRD.L'5���t1 \- ' � , A I `� 3#8,11110 GRN,.1 \ i TO REMAIN. 16. PROVIDE PROVISIONS FOR A FUTURE SPEAKER FOt EACH EPTACLE FIELD. __ SPEAKER LOCATION SHALL BE 18'0" ABOVE THE FINISHED G E. �� - _ - ;\ � ; 83 `�'. �� \ i ; ,j B1 ,i' V � / / G \ \ \ x � �, , \ / C-3 CONTACTOR i r C-18 CONTACTOR -15 CONTACTOR ,� \ f r' SA-25,27,2 1 I i SA-20,22,24 SA-�31,33,34 3 i 10RN 1" I i IRT \ I f " 3 ,1 10 GRN,1"C. i�... .i� \ C-7 CONTACTOR ✓ #8' # , C' / C1 + !' 3 3#8,1#10 GRN,1 C. #8 \�. '\ 410- --#k�#10 C-$ CONTACTOR- 3#81 IO GRN,1"C• - !SA 3 GRN,,V-C. i /< _ „r , =�/G\ �l � \:' C-5 CONTACTOR C� � v ����� A / /t SA-14,16,1 { i !�i N.�. > /\ \�y /\ / < N i ? \ 3#8,1#10 G N,1"C. -- --- ! i - olvc i A ^v Al ? �''� / cl- C-1 CONTAC 6R 6.\13 CONTACTOR - 9 1x �\/ o I i i i I 3#8,1'#10, GRN,1"C. \�� o o '\ ,, SA-7,3#8,111111#1bjGRN,1 C. I A-------- SA7-19;21,23 \ o I ! , o, - MUSCO ZONE #3 SNACK ®AR MUSIC ZONE # I I! i I I W; j I I II 11 if DIRT Q PILEI I ! I17 PIPE I \ i \ ' DIRT PILE ! I E— I i EFER TO SHEET #E3.4, #�E1.1, #E1.2 AND ; ' ✓ C_ ' �`� " \ 1.3 FOR DETAILED ELECTRICAL IN THIS / �/ SA27C9 NTj0.iCTOR , ,\ ( \ \\ 3#8,1,#10 GRN,1 C. / 1 ---- DIRT PILE \ i _ ------ -' I I Q ! ! \ / f 0` 1 \ / 110 ,1 -DIRT PILE I I I I I \ ---------- ----_, I -- i i Q C-17 CONTACTOR i" / NOTE 16 } ------Z--- -- ---�------`-�- ------ I I A-20'22 24 --------- a11 I I i , </ ❑ _ o O ❑ ❑� c EXCAVAION, 3#8,1#10 GR ° ' I \ \ -4 CONTACTOR J ❑ 3A-2527," 1 ' 1II !!! a ni R 1" —I ! \I i i If - I i \ / \ �' o ❑ _- 31 I \ C-6 CONTACTOR 0 -� ' \ SA-14,16,18 " -� 16 CONTACTS �' /' � o RA-31, ❑ ! o ! ! r I C5 , SA-31,33,34 ;:'/ ' ❑ ❑ ❑ E 13 �\ \ 3#8,1#10 GRN,1 C. " / ! 3#8,1#10 GRN,1 , C2 --! I SB ,4 ( PORTS LIG 1#8 .G z„ B2 I ! I I I C I ! I ! NOTE 1 I I I I RLA- 2 P 4 / B4 . — . — . — . — . _ . _ . — . C 0 I II II / v "PIGA VOLLEY BAD 13 ! R -1 15, 7, - — ❑ i !------------- AS -- - -•- � V -.�\ 21 10, 1 12 GRN, 1 C. SB-6,8 & 1012 & 14,16 # # - 6#10, 1#12 GRN 1-C. / \ OA NOTE 13 i -_ ` I ! } ! I I I I \ 3 5 OTE 13 / '� ' 1 0 1 , 0 2 , 4 24 � I it i i i TYPICAL 41 ❑ - TYPICAL 1 NOTE 9 ' II ! ! o I i TYF I AL I ! 11 i i ff ,8 6,19DIt NOTE 9 TYPICAL SHEET E3.1 - ` i I I I SHEET E3.1 I 1 I I � 1 I I 1 I 1 1 I I I 1 1 I 1 1 1 1 1 1 1 I I I I I t I I 1 1 1 I 1 1 1 i 1 I I I 1 I i i I 1 1 1 ♦♦ 1 I I � - Q ! ! ! Ir i i SHEET E3.2 I i R - A n Cl�I�iTR-n l I u1 SHEET E3.2 , I THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EPfKK;IENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) DATE WATER MANAGEMENT SPECIALISTELECTRICAL - BASEBALL FIELD NORTH SCALE: T-3D`d" SERVICE DIRECTOR M R C E N G I NEERI N G, I NC. PREPARED BY: 2/8/06 RR ADDENDUM #1 2/8/06 Q APPROVED BY IN THE CITY OF PALM DESERT, CALIFORNIA S H E E T DI GAII LE R T PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS o�PODSCAP�CRC 7/11/0 RR OWNER CHANGES /11/0 2 FREEDOM PARK 72-880 FRED WARING DRIVE, SUITE C-11 5 q ti� DAV I D E VA N S E 3. 1 DIAL TOLL FREE RANDAu v. oss J �4� C28G/ �Z/� 8/14/ RR ELECTRICAL CHANGES /14/ 3 CITY ENGINEER - Mark Gre�wood PALM DESERT, CALIFORNIA 92264 ` N°. E13,b3 7D AND A S S 0 C I AT E S i NC. DATE OF Signoture R.C.E. NO. 57989 EXP. 6-30- BASEBALL FIELD 1-800-422-4133 ��,.�;� (0) 760-340-9005 1 (F) 760-340-9100 �• 9/30/08 * RenewolDote >~ 8W North Haven Avenue, Wt ��/M�/�e WV DRAWN SCALE AS NOTED ELECTRICAL PLAN DWG. NAME AT LEAST TWO DAYS OFFICE LOCATIONS: PALM DESERT & IRVINE sp ELECTRICAL �� sTgT DOCe ��P OntSPIO CaNfornla BEFORE YOU DIG of ca.\-\F� DESIGNED JOB NUMBER FILE NO. 91764 www.mrcengineering.com F OF CAL��t� ��; �.�.�� DATE BY DESCRIPTION APP' DATE CPDX0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNI PROJECT NUMBER # 4019.00 R E V I S 1 0 N S CHECKED CCG DA 15 05 11 FOR. CITY OF PALM DESERT CPDX0000-0015 I� 1 � i i I I I I TYPI AL 0 13 I -------- R -13 15, 7 o I I------ II II li NOTES: JUNCTION BOX MODEL 1419-12 WITH 1419-3 BO T OWN 1. PROVIDE A CARBON ,� # O COVER LABELED "ELECTRIC" EXTEND THE CIRCUIT TO THE LIGHTING OR PC WE DEVICES I IN THE ADJACENT STRUCTURE OR AREA. i i i i 4#10, 1 12 GRN, 1"C. SB-fi,8 & 10,12 & 14,16 # 3 21 6#10, 1#12 GRN, 1"C OA NOTE 13 2. PROJECT MAIN SWITCHBOARD "MS". REFER TO THE SINGLE LINE DIAGRA ADDITIONAL INFORMATION. I I i t 5 +;;/p\q04T13 1 O�� 0 2 4 2 4 I I 3. PROVIDE 2-4" CONDUIT STUBBED OUT THE THE SCE TRANSFORMER PU L BOX FOR A I I I I TYPICAL 4 � 0 a NO E 9 I FUTURE BUILDING ELECTRICAL SERVICE. I I I I O - o TYPICAL T I AL -- il II II rl II 4. COORDINATE ALL LIGHTING POLE LOCATIONS WITH THE LANDSCAPE DR W NGS PRIOR TO INSTALLATION OF STRUCTURAL POLE BASES. I I I SHEET E3.1 3 0 ►8 6, NOTE 9 -, TYPICAL SHEET E3.1 NI IL 5. REFER TO THE STRUCTURAL DRAWINGS FOR REQUIREMENTS AND SIZ i r �� SHEET E3.2 R A-2 BASK LL 1 SHEET E3.2 6. VERIFY THE FINAL SERVICE REQUIREMENTS WITH EACH UTILITY COM A Y PRIOR TO r rl fi it E NISAl EN IS 2 INSTALLATION OF STRUCTURES AND CONDUITS. r 27 T PANEL SCHEDULES AND MUSCO LIGHTING CONTROL DI AM �� r 1r r 7. REFER 0 s` _ __� _ J r r r \� p/ ,8 TYPICAL ELECTRICAL REQUIREMENTS. 1 r r r r 4 I r r r r � DETAIL 4 1 0 1 0 2 , 4 2 , 4 6 SHT E4.0 8. ALL 480V, 3 PHASE SPORTS FIELD LIGHTING BRANCH CIRCUIT A�rI�L C�SI;VNEC'T r' rr T ICA 21 TYP CAL 1 ,16 14, NOTE 12 o NOTE 12 LIGHT FIXTURES IN A CONTINUOUS BALANCE (IN ORDER) PHASE A, PHASE B��,pHAS C r r f r - U r r ® RLA-28 0 RLA-28 G=� SEQUENCE. THUS NO CIRCUIT NUMBERS ARE INDICATED FOR EAC INDIDU�jL LIG r r r r cj \ -- — AIL 4 1 r FIXTURE. TYPICAL. `'-' corvc � r r O - -- SHT E4.6 i!r i it TYI'ICA BASKETBALL 3 0 0 9. PROVIDE CONCRETE PULL BOX / J-BOX NEXT TO EACH SPORTS FIELD LI POLE, J-BOX NOT SHOWN ON PLAN. TYPICAL. - % i i i 1 , II 10. ALL SITE LIGHT CIRCUITS SHALL BE # 8 WIRES MINIMUM, UNLESS NOTE OTHERWISE. ^� H /�% i i 11 g 7 �� I 23 10 12 ° NOTE 12 �� NOTE 1 10, 2 14.1 ° RLA-28 2 11. ALL WIRE SIZE INDICATED AT THE HOMERUN OF THE BRANCH SHALL BE CA ON / / i i� 10 J S TO THE END OF THE BRANCH CIRCUIT. _— j 12. TIMER, CONTACTORS, PUSH BUTTON CONTROLS AND SIGNAL LIGHT FURNISHED BY MUSCO LIGHTING, SEE E3.3 TIMER CONTROL DIAGRAM FOR MORE DETAIL. PROVIDE 2#12, T_ " n TE 1 BASKETBALL 2 ` c - 3 4 C TO CONTROL CABINET. i ' 11 ° �- - ----- I _ _--- 13. ALL LIGHTING CIRCUITS SHALL ROUTE THROUGH THE MUSCO CONTROL AND / / SB-26,2s " \ A� �� ��,- �_ 9 - MONITORING CABINET. f / �� ° — t � 2#12, 1#12 GRN, 1 C. ;;"_,,\ --;—T` �~� �-.,.. 21 ° / -> _ �`1 ,12 v � _ _ .� i :� y� ',.� �-- < - - 1- / . U � �_ r NOE1 J 1c� NOTE 9 C F�7 9,11 �� 29 -- _�. 14. SEE SELECTED WORST CASE VOLTAGE DROP SAMPLE CALCULATION ON SHEET EO.2. / / -� TYPICAL 7 1 --i 2 15. EXISTING LIGHTING FIXTURE TO REMAIN. EXISTING CIRCUITING CONDUIT AND PILE �� / e 29 Lz \ _ RLA-6 - I i CONTROLS -� I \/ �. TO REMAIN. /^�//. �- 11 o II �P �A- 4,16,1s �., �\ 7 REST RM / ' �- i 'J /-/3 -1 12GR -3 �. �, -�.� - # # REFER TO SHEET #E2.1 �� J NOTE 1 I I 11 DETAIL 4 0 FOR DETAILED �, 2 ". , '> .� SHT E4.0 v ;� _ ,, J Ul T \ \ ELECTRICAL IN THIS ¢ ..<,, I �r ) 16 Yf' AREA \ 11 e NOTE 12 C} \ � 8 P i`G RLA-28 RLA-�T6,�2 - `y ' 2 -x 29 25 2 RA-25,2 ,29 BOOSTER PUMP _ i I L 25 - 27 3 25 1 29 ^ , \ A � IC L - ITYP TERMINdE VERt AND CABLE TEL VISI ---- i r - - ,v 3 - � CONDUITS I H S 1 -- RA-1,3,5 ) �`L�CATION. i I REFER TO SHEET #E3.4 FOR \� DETAILED ELECTRICAL IN THIS AREA j' FUTURE B IL NG \ i YP I S TE TE 13 i � 5 ) 1 3 -- 1 �\ 1 5 3 I 1727 I �TYP SCE TRANSFORMER. PROVIDE A 8 TO SCE PULL BOX PU10 TRANSFORMER PAD AND RA-18 NOTE 15 �� 3 NOTE 15 l RA-37,39,4 i r _ O TYP CAL 29 \ \ `\ \ �,/ \ `\ \ \`, \' FER TO LE LINE REFER SIN E NE _ - - — NOTE 1 J I \ 25 \ \\ \\. / BOX WITH TRAFFIC COVER 0 3 4 \ \ .l j ;i TYP. OF TWO 3 18 \ WICAL 3 P \ \ / ° \ > SHEET E3.2 i \ SHEET E3.2 `// x> / ------ --------- r SHEET E3.3 rr- I I I ELECTRICAL SITE LIGHTING NORTH SCALE: 1"=30V i i I I I I I I I 1 THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1, CHAPTER 3, ARTICLE 10.8. SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) }i I DATE WATER MANAGEMENT SPECIALIST SERVICE DIRECTOR ' M R C E N G I N E E R I N G� INC. PREPARED BY: 2/8/06 RR ADDENDUM #1 2/8/06 Q APPROVED BY IN THE CITY OF PALM DESERT, CALIFORNIA S H E E T D I � LE ` T PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS -Ss �o�PNoscApE q�cy 7/11/0 RR OWNER CHANGES /11/0 2 _ FREEDOM PARK E3.2 DAV I D E VA N S CITY ENGINEER Mark Greenwood 72-880 FRED WARING DRIVE, SUITE C-11 s ,� C4287G �y 8/14/0 RR ELECTRICAL CHANGES /14/ 3 DIAL TOLL FREE RAC oss fi z DATE No. E13� Q AND AS SOC I AT ES INC. R.C.E. NO. 57989 EXP. 6—so-06 BASKETBALL, TENNIS COURTS of PALM DESERT, CALIFORNIA 92264 Signature 1-800-422-4133 (0) 760-340-9005 1 (F) 760-340-9100 E)<P. 9/30/4 Renewal Date 800 North Haven Avenue, Sulte 3W DRAVM SCALE PARKING LOT ELECTRICAL PLAN DWG. NAME AT LEAST TWO DAYS �+ AS YOU DIG OFFICE LOCATIONS: PALM DESERT & IRVINE 9 � s�Te°F �F��\P nM Ontario Ca�fOrf'llaa �� ��c�tED ,fie NAS�NOTED FILE N0. FF www.mrcengineering.com lF OF CAS-VFW CAL Phom 9W,tffl,SJW DATE BY DESCRIPTION AP DATE — CPDX0015 CHECK Eo °ATE FOR: CITY OF PALM DESERT CPDXOOOO-0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNI PROJECT NUMBER # 4019.00 6 R E V I S 1 0 N S CCG 1 11 15 05 j j I H li I �� YPICAL if I II j ,f ;, 1, it I; SHEET E3.2 X ;I li x . , 1, fCS1 0 11 !J SHEET E3.3 ------ ' O PROVIDE 1'_,'2" CON 0 ,% FIFA S ` SAW BAR BUILD[ 1-2 NDI71T TO/'" I Fyn *■ , � � RESTROOM BULL G D;'1-2" CA IT TO THE FUTURE BU No SITE ,,6 E 39 EAST SIDE ,OF THE PACKING L'T 7 39 IISfI'lnr 17 x 30 ; RIZO -- PULL BQ t0 fI03I'kIB PROVIDE 1-2" CONDUIT TO THE SNACK '��< C-22 ONTACTOR C-19 CONT CTOR i' r�,�y, .� BAR BUILDING AND 1-2" CONDUIT TO R " SB-1, ,5 SB- 9,11 �V> Li L41A` THE FUTURE BUILDING SITE C 3#8, 1 10 GRN, 2" 3#8, 1#10 GRN 2"C. .. 1 �\ NEW � I TELEVISION PARKING _ PEDESTAL �` - --T 2- " COND ITS S4 \............ ... EXIS '2C#1'I EDISON PULLX ��\ PA \ ' i, ' /'1 DINT r \ I I GIST.f�UtlOi (E) EDISON VAULT AN -- PME STRUCTURE so \ - \ \\ 41 ;- #P5482069-P 502 arm Cb1112t able t # _ r ✓ �� •`°fIXTU E TO OSITION D 1' j1 i% Q TI`'IE� SI A St ITdarT F"SFe BUILDING 6 . i TO tltltl CIClllt /� VERIZON V �` .............................. ............. ........... SOCCER SCHOOL SITE 1/� / ° L S rAw Min. Wire /�� 1AMIMMABON r r / ,�_ ) BUILDING.? �' J Wire Conduit from Wirecondu _ / f"� „� 417-1 ,00 0=r24.47 iPurpose pt Irlbtt an:Pan0 to Cbrttrot&. NlanYtOrin cak�nPt. 1. NIA Ne � drea ed 1 QV C v r f ar antral s sfem. ��y _ \ �� .. 1 \ v D PUR SE C� G ? '1�g)' BaAMW UILD 1 : I strrbultert PatTel tc CUr►tactNr Nletlr e;> I ✓A; xslxEvitl Eo, Ncr Llne V,r page t€ c n eiars t�power'll#htinag circuits ,// -� // // BUILD //'` / �- I o I� d\ \\ \\\ \\ FF=t/ZA�42 PAD=124.42 ' \;2\ !MQr�:Ur tU.Gt)1r 'GlLtat{f'.C ?tilft - � / /Inntr�i art. t ( s �\ - .;: /- 7 .. 2 -:end s _ rttrcral WI. �:t �t�. kI f D 1 ITttnrlTg I r�I�.ta. rtsecutrve :b1laet( � 1 { ) Yes Comm-unr anon ga l t�Itl :c rls artVb.:.mMft0nt> rn@.dUl�es \� I R Ise �\ F .I�Or7trc�I and,Writ' t��r�ser,�h�e:��buteC��:�'. f�f A' As Ecru....:cr No C�r�und�ivr re,lrte.ua!`€aige:to.G�ral:�i�kar�t�di�l ', I � llA .wIX35/ Aa REQU1tiU cus:4�wr;axaemaarfm ., \ „ 1 tir�l�t fit � IYf ��.�u'19 hbn �, { r Q, 1 1 ` to - No Ur� 1.I. �t.�5. ; i ? \ I \ \� BUILDING. 9vA'=i - i;' it ' _ T I i PAD, \ RAJ \ C-21 CONTACTOR C-20 CONTACTOR - ,AS REQUIRE�3 p. ! I _ �y � G Ca tr0i and l onitQrin to Manual Swttctyes:� bean 3�a Idn: �c�ntrc� r�i.,T .,toremot Mantl �;wWhes.c*n.Pt J � � _ _ � CL _ _ SB 13,15,17 SB 19,21,23 �s t 1 N 2 C. Ff=12 3#B, 1#10 GRN, 2 C. 3#8, 1# 0 GR , '{ 1 }p '•�S�}y".7t.`,■1p /g• m �p 3.00 ( ,'!4 '! `Jn tY 'IlYrtrA :tING 2 0 Tome-: aV'.vuf:3w u►! r/7 Glr� �i LIR: PAD-124.42 1 rri e: _ .t l7 As; . Ulcp; H. Cnntr�l arTd;14tQnitarmg tvhedu,e ?ve #fit - YW 232.zO.abl from C tr s �lU at .ta"xh ule Overri 1 J C ntr l and I anrturing to�Schedcjle€v` de 1:4tn; 1>?5" AS REQI{II J F3 �lQ: 120LrAG pQw r to rett>oW Stitt dUl Ov rw carnet S3 _ ----- -----�--- -- S2 IIIImEllf Cal:mmUrli:catlon vl ;rfrtg (cruiU`tt rUrts frld H mist.4.a .rrtItii# d # .flia air Airt'rrt€ : I++ t,. ulde:all re rn s tithe ierr a reed.u orl:kt. .tttTe ccuTtr ctar.J :_st 'm�er a f Usca erg sets v ithlrl tyre,ITt21X;f.MUnrr teTT h ATA,iv ter ; 1V n cU tl provke: a set t y _- fit( p --- Fu ;G anf:D:all IJOrltrel;and , nrt .rtn c� ne at:eactl drstnn �rt. :;arl Ittealtlrm tlltst tie IrTstalld tU' .: xt,the same 1cartl �t; _ � ELECTRICAL SITE PLAN NORTH \ � r C�Ir rte+�tOr$rid,regl�Ires c rrdlutt s e Pam tEar SCALE: 1'=B= 39 _ i- I I I � 4 TYPICAL CONTROL AND MONITORING SYSTEM I SCALE: NONE RA-8,1012 2#10-1#12GRN-3/4"C. i-- I I I � Y _ f WARNING LIGHT MM ON THE SPORTS LIGHTING POLE. ❑ \ COORDINATE LOCATION IN THE FIELD. / 3 BOOSTE M vvM ---------- 0 cone- �--- o PUSH BUTTON TIMER. COORDINATE THE LOCATION IN o THE FIELD. i - - - ---- - ---- e --- HV-2 ASPH 120.76 r 000 TO MUSCO CONTROL AND MONITORING CABINET. REFER TO THE MUSCO DIAGRAMS. - -- i _I I i TIMER PUSH BUTTON CONTROL ELECTRICAL SITE PLAN NORTH SCALE: 1"=30'0' SCALE: NONE S. ALL 48OV, 3 PHASE SPORTS FIELD LIGHTING BRANCH CIRCUITS SHALL CONNECT LIGHT NOTES: FIXTURES IN A CONTINUOUS BALANCE (IN ORDER) PHASE A, PHASE B. PHASE C SEQUENCE. THUS NO CIRCUIT NUMBERS ARE INDICATED FOR EACH INDIVIDUAL LIGHT 1. PROVIDE A CARSON JUNCTION BOX MODEL #1419-12 WITH #1419-3 BOLT DOWN COVER FIXTURE. TYPICAL. LABELED "ELECTRIC". EXTEND THE CIRCUIT TO THE LIGHTING OR POWER DEVICES IN THE ADJACENT STRUCTURE OR AREA. 9. PROVIDE CONCRETE PULL BOX / J-BOX NEXT TO EACH SPORTS FlELD LIGHT POLE. J-BOX NOT SHOWN ON PLAN. TYPICAL. NOTES 2. PROJECT MAIN SWITCHBOARD "MS". REFER TO THE SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. 10. ALL SITE LIGHT CIRCUITS SHALL BE # 8 WIRES MINIMUM, UNLESS NOTED OTHERWISE. 1. PUSH BUTTOM CONTROL STATION, WITH TIMER PROVIDE LOCKED ENCLOSURE FOR "PUSH OFF" CONTROL. LOCATED NEXT TO SPORT'S 3. PROVIDE 2-4" CONDUIT STUBBED OUT THE THE SCE TRANSFORMER PULL BOX FOR A 11. ALL WIRE SIZE INDICATED AT THE HOMERUN OF THE BRANCH SHALL BE CARRY ON TO ; FIELD, SEE PLAN E3.1, E3.2 & E3.3 FOR LOCATIONS. FUTURE BUILDING ELECTRICAL SERVICE. THE END OF THE BRANCH CIRCUIT. 2. ALL CONTROL DEVICES (ie PUSH BUTTONS, RELAYS, CONTACTORS, etc.) 4. COORDINATE ALL LIGHTING POLE LOCATIONS WITH THE LANDSCAPE DRAWINGS PRIOR TO 12. PROVIDE TIMER, CONTACTORS, PUSH BUTTON CONTROLS AND SIGNAL LIGHT FURNISHED SHALL BE FURNISHED BY MUSCO LIGHTING. INSTALLATION OF STRUCTURAL POLE BASES. BY MUSCO LIGHTING, SEE E3.3 TIMER CONTROL DIAGRAM FOR MORE DETAIL. PROVIDE 2#12, 3/4"C TO CONTROL CABINET. THESE PLANS HAVE BEEN REMEWED BY THE COACIIELLA VALLEY WATER DISTRICT IN 3. WARNING LIGHT SHALL BE TURNED ON 15 MINUTES BEFORE TIMER 5. REFER TO THE STRUCTURAL DRAWINGS FOR REQUIREMENTS AND SIZES. SHUTS DOWN THE SPORTS LIGHTING. ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3. ARTICLE tab, SECTION 13. ALL LIGHTING CIRCUITS SHALL ROUTE THROUGH THE MUSCO CONTROL AND 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION 6. VERIFY THE FINAL SERVICE REQUIREMENTS WITH EACH UTILITY COMPANY PRIOR TO MONITORING CABINET. WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) INSTALLATION OF STRUCTURES AND CONDUITS. 14. SEE SELECTED WORST CASE VOLTAGE DROP SAMPLE CALCULATION ON SHEET EO.2. 7. REFER TO PANEL SCHEDULES AND MUSCO LIGHTING CONTROL DIAGRAMS FOR ELECTRICAL DATE WATER MANAGEMENT SPECIAUST REQUIREMENTS. 15. EXISTING LIGHTING FIXTURE TO REMAIN. EXISTING CIRCUITING CONDUIT AND CONTROLS TO REMAIN. SERVICE DIRECTOR M R C E N G I N E E R I N G, I N C. s PREPARED BY: 2/8/06 RR ADDENDUM #1 2/8/06 Q APPROVED BY: IN THE CITY OF PALM DESERT, CALIFORNIA S H E E T DI G,,&, --E R T PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS �o�P�scaaE Q�c 7/11/0 RR OWNER CHANGES /11/0 2 FREEDOM PARK �28� ti y� D"I D E VA N S CITY ENGINEER Mark Greenwood E3.3 DIAL TOLL FREE 72-880 FRED WARING DRIVE, SUITE C-11 RANDALL V. J 8/14/ RR ELECTRICAL CHANGES /14/ 3 DATE PALM DESERT, CALIFORNIA 92264 No. E13 Signature AND AS S O C I AT E S INC. SOCCER FIELD ELECTRICAL PLAN & OF R.C.E. NO. 57989 EXP. 6-30-OB 1-800-422-4133 (0) 760-340-9005 j (F) 760-340-9100 EXP. s�/0 Renewal Dote >, 80p Nwl h Haven Avg, Sate 30� SPORTS FIELD LIGHTING CONTROL DWG. NAME DRAWN SCALE l AT LEAST TWO DAYS ELEctRICAL AS YOU DIG OFFICE LOCATIONS: PALM DESERT & IRVINE 9r � S��TFOF�te F��\P Ontario Caffo nla �e4 DENG M JOB NUMBER°�D DIAGRAMS FILE NO. cats Dhow 9M.4 1..7/50 DATE BY DESCRIPTION APP' DATE www.mrcengineering.com F pE CpL�F� - CP©X0015 CHECKED DATE FOR: CITY OF PALM DESERT CPDXOOOO-0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNI PROJECT NUMBER # 4019.00 R E V I S 1 0 N S CCG 11 15 05 1 I _ -1 .'I \ \ \ (2) 2 C. O \ rr Q \� `� \\ NOTE 9 , rr \\ \ < �� \ I �� / --� RLA-34, 36 Z24 0, 1#12G, 3/4" C �\ ' \ \ \ NOTE 1 \ NOTE 1 TYP NOTE 6, NO 7 , RLA-34, 0 U ------- -- ---_. _�— NOTE 5 �\ i \ NOTE 2FUTURE �' SCOREBO1. ARD WP \ \ / Y i NOTE 1 NOTE 1 i % FUTURE --- - -- NOTE 3 �I � — - FUTURE SCOREBOARD & i ���-- — — — I -- — -- --- —� II SCOREBOARD & _--- / PA SYSTEM7�\ -17 I SLA-20,22 — — S 24 — - ^ — I PA SYSTEM n _ \/ I ItI�JC FIR ACrLJ \ �\ „`\ /' j' - - \(2) 2 C. NOTE J SLA- ,36 ` ' f SL 14,16 t4 I NOTE 9 j2), C. NO 3 NOD 3 l ' fJill TE 2 G I \ + SN C(� BAR FITi-E NOTE B ILDIN LA-18I ;\ I NOTE 1 / — -- -- �, — —�— �.,\ NOTE 1 n ELECTRICAL - ENTRY LOGO SCALE: 1"=t0'0" NOTES: X/ 1. PROVIDE A 1" CONDUIT TO THE PA SPEAKER LOCATION ON THE INFIELD // ��/ \ >��� \ i / `\ \`'� y ' LIGHTING POLES. 4 LOCATIONS ON EACH FIELD. / 2. INSTALL THE JUNCTION BOX AND RECEPTACLE IN THE SAME WEATHERPROOF HINGED BOX WITH LOCKING DOOR. PROVIDE BARRIER BETWEEN EACH SYSTEM. COLE LIGHTING TL-310-4—C WITH LOCKS AND MATCHED KEYS. 3. PROVIDE 1-1 CONDUIT TO THE PA EQUIPMENT LOCATION IN THE SNACK BAR BUILDING. VERIFY LOCATION IN THE FIELD. 4. VERIFY THE LOCATION OF THE JUNCTION BOX AT EACH SHADE STRUCTURE. EXTEND CIRCUIT TO THE LIGHTING FIXTURE IN EACH SHADE STRUCTURE. 2#10-1#12GRN-1/2 C 5. VERIFY THE LOCATION OF THE JUNCTION BOX. EXTEND THE LIGHTING CIRCUIT TO I EACH CUSTOM STAR LIGHTING FIXTURE. PROVIDE INDIVIDUAL CONDUIT RUNS FOR 'j ,' y ,: I \\ i� / ❑ 6 \�\ \� �� " ❑ \ EACH FIXTURE. 2#10-1#12GRN-3/4 C r / r / ❑ \ \� \\ \. 6. ALL SITE LIGHT CIRCUITS SHALL BE #8 WIRES MINIMUM, UNLESS NOTED / / \ i OTHERWISE. ❑ ❑ \ -- // �� /, j \. � \.'\\ j' / �--- v\% \ 7. ALL LIGHTING CIRCUITS SHALL ROUTE TROUGH CONTROL RELAYS/CONTACTORS. , ,, \\ L \, � .- ❑ ,� \_ / \� TYPICAL !' \ �/�r � ❑ / 8. STUB 1 C. INTO ART DISPLAY PLATFORM. 9. PROVIDE A SEPARATE 2"C FOR SCOREBOARD CONTROL (RUN PARALLEL W/ POWER TO SCOREBOARD. , ,;' ❑ 10. VERIFY THE MOUNTING LOCATION OF THE LIGHTING FIXTURE WITH THE SHADE STRUCTURE MANUFACTURE AND INSTALLER. ❑ h j i ❑ iEl O NOTE TY ❑ 0 O TYP TYP RL —32 NO 6, OTE 7 O (4) SINGLE MAST O3 (4) DOUBLE MAST THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1,"CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEO. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) i 1 DATE WATER MANAGEMENT SPECIALIST I ELECTRICAL - SNACK BAR SITE N�RT SCALE: 1"=107 SERVICE DIRECTOR I M R C E N G I N E E R I N G, I N C. PREPARED BY: 2/8/06 RR ADDENDUM #1 2/8/06 /� APPROVED BY: IN THE CITY OF PALM DESERT, DGERT/,!!2�,\ G �1� CALIFORNIA S H E E T I PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS �PNDs APE 7/11/ RR OWNER CHANGES /11/06 2 FREEDOM PARK ♦ �i``9 � C• G/q ti, DAV 1 D E VA N S CITY ENGINEER — Mar; Greenwood - E3"�' 72-880 FRED WARING DRIVE SUITE C-11 �� e\ 42$' tip, 8/14/ RR I ELECTRICAL CHANGES /14/ g DIAL TOLL FREE � r�►�roa.�. V. � - � 2 � _ __ __ __ PALM DESERT, CALIFORNIA 92264 No. I1� '0 " Q AND A S S O C I AT E S INC. — — R.C.E. NO. 57989 EXP. 6-30-00 SNACK BAR SITE & ENTRY OF 1 -800-422-4133 (0) 760-340-9005 1 (F) 760-340-9100 pip, 9/30/08 Renewal Date * 800 North Haven Avenue, Suite 300 DRAWN SCALE DWG. NAME AT LEAST TWO DAYS �, BEC,RI� s, ate \Y- TM - AS NOTED LOGO ELECTRICAL PLANS BEFORE YOU DIG OFFICE LOCATIONS: PALM DESERT & IRVINE 9r � �TFOF CAL�F�� Ontario California 91764 DESIGNED JOB NUMBER FILE NO. ! www.mrcengineering.com F OF co►L�F° Phone 909.481.5750 - CPDX0015 DATE BY DESCRIPTION APP'D DATE CHECKED DATE FOR: CITY OF PALM DESERT CPDX0000-0015 I UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PROJECT NUMBER # 4019.00 R E V I S I 0 N S CCG 11/15/05 i I I I I I I ! REFER TO THE FIXTURE SCHEDULE FOR MMAXIMUMDPOLEH ppi�T 111 ONION NOTE HANDHOLE COVER PROVIDE GROUT AROUND �YMTH GROUND LUG BASE PLATE AND THE FOUNDATION AS REQUIRED CONDUIT WITH BUSHED ENDS BASE COVER �—2' CHAMFER 24. ..' v• .i: 4 ANCHOR BOLTS FURNISHED BY THE d LIGHTING MANUFACTURE FINISHED GRADE 1=1 11—I 11=1 I '. !11-11 I—I I F 1 I 2, I a , a '. a' 1 3/4' PVC CONDUIT MIN. o 51' SINGLE FIXTURE POLES :• s 60' TWIN FIXTURE POLES CONCRETE BASE BY ELECTRICAL CONTRACTOR. PROVIDE 4#6 VERTICAL �. h 3 • • � KEBABS AND /3 TIES AT B•O.C. 3' FROM P THE TOP. BOTTOM AND SIDES OF BASE PROVIDE A ROUND BASE FOR ROUND PDXES 'a:. .,: ;. AND SQUARE BASE FOR SQUARE POLES. 26'MIN. DIA./SQ. i PARKING LOT POLE BASE DETAIL 2 1 i I REFER TO THE FIXTURE SCHEDULE FOR REFER TO THE FIXTURE SCHEDULE FOR POLE AND FIXTURE SPECIFIICATION POLE AND FIXTURE SPECIFICATION MAXIMUM POLE HEIGHT 18'OI• MAXIMUM POLE HEIGHT T8'OI• CONCRETE 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 AND THE UBC, 1997 EDITION. l 2. MIN. DESIGN STRENGTH OF CONCRETE IS 2500 PSI AT 28 DAYS, U.O.N. NOTE: F HANDHOLE COVER NOTE: HANDHOLE oDVER PROVIDE GROUT AROUND MATH GROUND LUG PROVIDE GROUT AROUND WITH GROUND LUG 3. ALL CEMENT SHALL CONFORM TO ASTM C-150, TYPE V. BASE PLATE AND THE BASE PLATE AND THE 4. CONCRETE SHALL BE PROPORTIONED BY METHODS 1 OR 2 OF ACI 301. FOUNDATION As REQUIREDCONDUIT WITH BUSHED ENDS AT10N AS REQUIRED CONDUIT NTH BUSHED ENDS 5. AGGREGATE SIZE SHALL BE COMPATIBLE WITH PLACING AND FINISHING CONDITIONS AND BASE COVER BASE COVER SHALL CONFORM TO ASTM C33. <2. CHAMFER 4• 2' R` COURT BASE FINISHED GRADE 4r FINISHED GRADE .a CONCRETE REINFORCING STEELi- 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. 24• 2. ALL REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, PIPES, ETC. TO $E EMBEDDED IN 4 ANCHOR BOLTS FURNISHED BY THE 4 ANCHOR BOLTS FURNISHED BY THE ; uGHTING MANUFACTURE LIGITNiG MANUFACTTE CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE. 777777-1 3. ALL DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF BARS AND 3/4 PVC oONDLAT INN. 3/4' PVCCONDUIT MIN. DENOTE CLEAR COVERAGE UNLESS OTHERWISE NOTED. 4. MINIMUM CONCRETE COVER SHALL CONFORM TO UBC REQUIREMENTS. CONCRETE N °�CTRICAL ol CONTRACTOR. PROVIDE 4/6 VERTICAL 51' SINGLE FIXTURE POLES REBARS AND /3 TIES AT 8'O.0 3' FROM 60' IYAN FIXTURE POLES THE TOP, BOTTOM AND SIDES OF BASE GENERAL NOTES '< AND AND M FVIDE A ROUND OR sQ�u, Es ROM c i ` ' CONCRETE T «R�PRELECTRICAL MAL Y REBARS AND #3 TIES AT 8*04— 3' FROM :.. THE TOP, BOTTOM AND SM OF BASE (APPLICABLE TO ALL STRUCTURAL DRAWINGS EXCEPT AS OTHERWISE SHOWN OR NOTED) PROVIDE A ROM MAN FOR ROLM POLES AN SOLIARE BASE FOR =ARE POLES. GENERAL 1. STRUCTURAL DRAWINGS SHOW STRUCTURAL FEATURES OF THE LIGHT POLE FOUNDATIONS ONLY. SEE 2r MIN•- �25" A DOCUMENTS BY OTHERS FOR EQUIPMENT ATTACHMENTS, ETC. 2. THE CONTRACTOR SHALL CAREFULLY COMPARE STRUCTURAL DRAWINGS WITH DRAWINGS BY OTHERS. ANY INCONSISTENCIES NOTED SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 3. DETAILS OF DESIGN AND CONSTRUCTION ARE INTENDED TO COMPLY WITH APPLICABLE PROVISIONS OF PLANTER POLE BASE DETAIL SPORTS LIGHTING POLE BASE DETAIL THE 1997 UNIFORM BUILDING CODE. ANY INTERPRETATION OF PLANS AND SPECIFICATIONS SHALL BE Ll CONSISTENT WITH SUCH INTENT. 4. THE FOUNDATION DESIGNS ARE BASED ON THE FOLLOWING: (1) POLE HEIGHTS ARE 12 FT. HEIGHT IS MEASURED FROM THE TOP OF PRPROVIDE GROUT AROUND FOUNDATION TO THE TOP OF POLE. FOUNDATION AAS ND THE (2) MAXIMUM POLE SIZES ARE 5" ROUND OR SQUARE. REFER TO THE FIXTURE SCHEDULE FOR (3) LIGHT FIXTURES USED FOR DESIGN ARE DELTA DJ 2835 FIXTURES. POLE AND FIXTURE SPECIFICATION !!` DESIGN IS BASED ON DUEL FIXTURES WITH AN EPA OF 2.8 SQ. FT. PER FIXTURE. PULL BOX AM COVEIR I (4) SOIL CONDITIONS AND WIND LOADS ARE AS DESCRIBED BELOW. LABELED "ELECTRIC' 2-2" DIA STRUCTURAL DESIGN LOADING d THE FOUNDATIONS HAVE BEEN DESIGNED FOR THE FOLLOWING STRUCTURAL LOADINGS: CONDUIT 107H BUSHED ENDS a ' d —BASE COVER SIDEWALK #3 TIES AT 8" C.C. 06 �h WIND: BASIC WIND SPEED 80 MPH, EXPOSURE C S16� 4 FINISHED GRADE SOIL CONDITIONS 4 ANCHOR BOLTS FURNISHED BY THE v' °a �� T� LIGHTING MANUFACTUREd 1. FOUNDATIONS SHALL BE AUGERED IN UNDISTURBED SOIL OR ENGINEERED FILL WITH AN t8" ""K F MIN. ALLOWABLE LATERAL PASSIVE PRESSURE OF 350 PSF/FT PER RECOMMENDATIONS co d IFS CONTAINED IN A GEOTECHNICAL REPORT BY LEIGHTON CONSULTING INC. DATED JULY 12 2004. ANCHOR BOLTS ABOVE Qd ° 3/4' PVC CONDUIT INN. (4) #5 VERT. 1 51' SINGLE FIXTURE POLES 60' TWIN FIXTURE POLES a r• CONCRETE BASE BY ELECTRICAL CONTRACTOR. PROVIDE 4#5 VERTICAL RE811RS AND #3 TIES AT 8"O.G 3' FROM THE TOP. BOTTOM AND SIDES OF BASE PROVIDE A ROUND BASE FOR ROUND POLES AND SQUARE BASE FOR SQUARE POLES. �26* MIN,-4 i SIDEWALK POLE BASE DETAIL 3 FOUNDATION SECTION q THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) I DATE WATER MANAGEMENT SPECIALIST SERVICE DIRECTOR M R C E N G I NEERI N G I NC. PREPARED BY: 2/8/06 RR ADDENDUM #1 2/8/06 Q APPROVED BY: IN THE CITY OF PALM DESERT, CALIFORNIA S H E E T DGx�—,\ —LE R TPROFESSIONAL ENGINEERS &. LIGHTING CONSULTANTS CAMPBELL ENGINEERING, INC. N �, `P�SCApE q c 7 11 RR OWNER CHANGES 2 FREEDOM PARK � �S 42ac'�tiR DAV I D E VA N S / /D /11/06 CITY ENGINEER — Mork Greenwood E4.0 72-880 FRED WAKING DRIVE, SUITE C-11 8/14/ RR ELECTRICAL CHANGES /14/ 3 DIAL TOLL FREE RANDAu. v. '� No. E13453 � STRUCTURAL AND CIVIL ENGINEERING o�wD e• -� -� � � �' PALM DESERT, CALIFORNIA 92264 No. 1627 Slgnuture � AND A S S O C I AT E S INC. DATE . NO. 57989 EXP. 6-30-00 LIGHTING POLE FOUNDATION OF 1 1 —800—422—41 33 DESERT HOT HOT SPRINGS, CALIFORNIA 92240 , (0) 760-340-9005 I (F) 760-340-9100 EXP. 9�p/� � �. a/ao/os •� Renewol Date 800 North Haven Avenue Suite 300 DRAWN SCALE AS NOTED DETAILS DWG. NAME I (760) 318-7743 I FAX: (760) 406-4282 � smuc,uwA. . _ AT LEAST TWO DAYS s ELECTRICAL Q s'9 Date �`P TM Ontario California 91764 BEFORE YOU DIG OFFICE LOCATIONS: PALM DESERT & IRVINE 9T �� NUMBER www.mrcengineering.com F OF Cad-�F� c C, TFOF CA0� ' DESIGNED JOB CPDX0015 FILE N0. Phone 909.481.5750 DATE BY DESCRIPTION APP'D DATE CHECKED DATE FOR: CITY OF PALM DESERT CPDX000o-0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PROJECT NUMBER # 4019.00 R E V I S 1 0 N S CCG 11/15/05 j j 13.0 14.3 14. ° .7 14.2 13.4 12.2 ° .8 11.5 I .1 11.9 4.1 i b. 17. 18.6 18.6 17.8 116.6 15.6 15.3 15.6 15.5 14.9 13.7 12.2 10.1 8.5 8.4 9. .. 11.7 13.9 16.6 19 0 20,5 °9.2 18.5 ° .6 19.1 117. 15.3 13.1 11.1 9.4 8.2 O 0 9.8 9.8 10.0 10.5 11.5 13. °8. 21.0 22.6 23.5 23.8 23.4 22.6 2L8 20 21.8 22.6� 20. 18.4 1 11.2 9.9 9.1 8.5 I \ 0 1115 12.3 12.5 123 11.9 11.7 12 13.1 15.1 18. ° .3 I .3 28.0 28.7 28.4 27.4 26.5 25.6 25.2 25.3 25. °4.3 22.8 2 4 5 14.6 12.7 ° .4 10.3 10.2 10.3 9.5 2 o7,ln! 7 6.9 °0.4 12.9 14.5 15.7 15,8 15.1 1 14.1 14.2 15.2 21.3 25.1 28.2 30.3 SYB� 32.0 3t.8 3i1® 3t.3 31.2 Z5®. 30.5 2Z8.1 26. 232 .0 16.8 14.3 12. 12. 12, 12.6 ° 9 12.9 12.3 10.5 j 10.2 12.8 15.3 17.5 18.7 18.1 17.9 17 17.4 18 20 0 °a.3 27.6 30.3 32.3 33.6 34.1 34.4 34.5 35.0 35.1 35.0 3a.7 3a.0 32.6 3 4 27.3 23.5 1 9.5 16.6 15.0 14.5 14. 1 .2 1 .0 1 15.4 14.0 12.0 9.0 tn� 5.8 8.5 17.3 14.5 17.4 20.370 2, 22.5 .3"' 27.9 22.2 23, 26.4 28.6 30.8 32.4 33.4 34.1 34.3 34.6 35.6 36.5 36.6 36,5 36.0 34.7 32.5 .¢� 26.6 22.9 17.9 17,7 18.0 1 18.9 B. °6.8 11. 8.7 5.8 °.8 6.5 8.9 11.8 1 17.9 .}-� 22., 25.2 26.3 26.5 25.9 75.3 24.9 25.5 27.2 28.3 29. 31.8 32.2 32.9 34.2 35.1 35.8 36.3 38-0�""33. 33.4 37.1 28.5 25. 23.3 22.2 22.3 22.7 22.6 .1.9 19,0 0'.4 /13,1 10.1� 7.6 5. �l(�,�/�/ �F 17 .0 6.7 8.9 °1.6 14.8 18. 22.4 26.0 27.9 28.7 28.6 2Z9 27.0 26.5 26.4 .I 27.7 28.3 29.1 30.1 30.8 31.3 31.8 32.5 32.4 33,0 33.5 33.7 33.2 3Zit 3 -6 29.1 27.3 25.8 25.6 26.2 26.8 27.1 26.5 °4.2 21.- °9 17.1 13. .7 8.1 6.1 °.7 3.3 o / 2.7 3.7 .9 6.4 B.5 11.2 1 .2 9.9 24. 27.0 28.6 29.3 28.9 27.6 26. 26.5 26.4 2"0.7 27.6 28.5 29.3 0.3 30.9 30.8 30.9 31,2 31.2 31,2 31.4 31.5 30.9 3 2 Z9.� 28.9 27.9\\ 8 28.4 29.2 29.5 29.0 97.8 5.0 21. .1 13.7 10.7 0.3 .0 3.7 ` \� *2. 2 0 _��(� � \ \ \ 2.0 7 6 4. 6.1 1 11.i 15,6 0.2 24. 26.7 27.9 28.1 27. 26.2 26.0 26.4 26.3 26.5 27.2 27.9 28.6 29.3 29.7 29.6 0 29.6 ° 30.6 30.8 30.8 30.4 ° .I 29.6 28.7 25.1 28.1 28.0 28.6 2 6�2 28.8 26. 23.2 18.5 14. 10.5 8.1 6?1. ,0 °.0 3. 2.5` 1.5 2.0 2.6 5,9 7.8 10.9 15.3 19. 22.7 24.7 .1 25.2 26.0 26.3 26.2 26.4 26.6 26-9 27.0 27.4 27.8 27.8 27.9 28.1 28.6 21 29.5 29.8 *3Y 29.5 29.2 28.6 28.2 28.3 28.0 27.6 28.2 29. 29.4 28.6 26. 23.5 19 14.4 10.5 6.3 4.1 / 2 ° 4 2.1 \ 1.1 1.5 1.9 2. 3.3 4.4 5.7 7.7 10.6 14.2 17.8 2L4 2.0 22.7 24.7 25.2 25.8 25.9 25.7 25.8 25.9 25.6 25.6 25.7 26.0 26.2 26.4 26.5 26.7 27.2 27.7 28.1 28.2 "28.4 28.6 28.6 28.5 28.5 28.3 27.3 26.5 26.5 26.8 26,6 -5.2 22.6 18.9 14.6 10.6 8.2 6. 5. 4,3 3.6 3.0 2.6 2.4 2.2 °.0 \� 0.9 1.7 1.4 1.8 2.5 3.3 4.3 5.6 7.6 10.2 12.9 15.8 17.7 18.8 °0.1 2L7 23.4 24.6 ° t 25.2 25.1 25,2 ° .I .� 24.7 24.7 .� 24.9 2 ° .2 25.3 25.6 26.7 26,6 27.I 27.6 28.1 28.5 28.5 28.4 28.1 27.4 26.3 25.0 � 23.312.4 2 .9 17.8 14.2 10.9 8.4 6.8 5. 4.7 4.0 3.4 3.0 �.°?�� 2.6 f 2.5 _. 2 25 20 1.1 1.4 1.9 2.5 3.3 'a.2 S.E 7.3 9.5 11.8 14.0 °5.8 17.5 19.1 20.E 22.1 23.4 24.3 24.6 25.0 24.9 24.7 24.3 24.1 24.0 24.0 24.0 24.1 24.2. 24.5 2 .9 25.5 26.2 26.9 27.5 28.0 28.3 28.3 28.1 27.7 26.9 26. 24.3 22.7 21.1 �19.8 16.8 16.4 13.7 11.1 8.9 7.3 6.2 4-6 4.0� 3.5 33 2 2.4 2.5 " 1.5 1.9 2.5 3.2 4,2 5.4 6.9 8.7 10.8 12.7 14.3 °6.0 17.7 19.3 °0.7 22.3 23.7 24.7 �.9 2 24.7 24.5 24.3 24.1 23.9 23.7 23.7 23.9 24.3 25.8 26.6 27.3 27.8 28.1 28.3 28.3 27.9 27,1 26.1 23.3 21.$ i �18.6 17,0 15.2 13.1 11.2 9.4 7.9 6.8 6.0 5.3 °.8 4. 4.0 3.9 4.0�3. 3.7 3,2 - \ \ ° �\ 1. 2.4 3.2 4.1 5.2 6.5 8.2 i0.1 11.8 13.3 14.9 "6.5 18.1 ,8 21.7 23.5 .8 25.4 25.5 '2 5.. 25.4 25.\ 24. 7 26.6 ?7.5 28.1 28.4 28.7 28.6 28.5 28.1 2E.9 2 .4 23.7 22.1 2 .5 '18.9 17.4 15.9 14.5 12.9 IL3 9.8 8.6 7.6 6.8 6.2 5\/ 5,4 5. .9 5.0 4.5 2 / i 2 2,� 2 2 27.5 2 .4 23.2 21.0 3 18.0 16.6 15.? 14? 13.1 i1.6 10.3 9.3 8.5 7.9 7.4 7.0 �'.G 6.4 .4 6.4 6.6 6.6 ,6T. 9 0 2.4 3.1 3.9 6.1 7.7 9.4 10.9 12.4 13.9 15\?.5 1 .G 21.7 "3.8 4 26.1 26.6 26.8 27-0 7.1 °<6.9 26.4 25.8 25.6 253 27.7 8.1 23. 30.1 29.5 8.8 - '10 3.0 3.7 4. 5.8 7.2 8.7 1 11.4 13.1 14.7 16.9 \ 22.4 4.9 26.7 27.7 -8.6 29. 29.1 28.5 27.9 27.5 27.6 28.1 29 0 31.1 32.0 3 \ 32.4 31.8 31.2 30.6 29.1 26. 23.\6 18.% 17.4 16.1 IS 14.3 13.4 12.2 11.0 10.2 9.5 9.1 8.9 SJ 8.5 \8.? 8.').\�8.3 8.6 8. 8. 7.8 \ / 0 0 �; ° \, 3.5 4.4 5.5 '6.7 8.t 9.3 t 12.3 14.t 16.4 9.9 _ .8 27.1 28. .43�0.6 3� 32.4 32.4 31.9 eY0✓ 30,5 30.2 3D.7 31.5 32.7 34.1 35.1 35.5 \ 33.6 33.' 33.5 31. �27.7 23.6 2 .3 16.4 17.0 16/\15.7 1a.5 13.8 i2.8 1t.9 11.2 i0.9 10J 10.7 10.9 11.1 �n.1\ i1.0 it.\ \n.t 11.3 1i.2 iC1 C.4 \ a \\ icy ztn °z/ iea °\\ - tSo "'tt, i S z °+'�o\�' °c�i "t 3e� u°9�/ 's' 7 i 17°i /i/7 15. 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'I __ .�rwwwwr��r�ww�wr� � �ra.w �w�w 10.0 13. t 9. 2 17.9 12.7 : I 1 0 .9 �. 24.9 4.7 2 t 1 1 t 1.4 °t P.6 ° 9 0 15.5 / ° SHEET E3.2 ° 17.3 12.3 8.0 SHEET E3.2 9 4 0 . 3. 8 17- 13 8 1. 8 ° .1 2 . 17.8 17, °2.5 °1 14.5 43. 48.6 4 2 50.4 9.7 °5�7 62. 51. 4 .8 48.3 50. .7 4.9 1 1 26,8 25. °4.5 31.5 4 .9 8.9 4 ° .8 19. ° .8 3 .6 4.6 19 32 3.2 .3 5 7.0 2 3 .1 34. ° 2 25 2 ° .�J534I_.JS .0 ° .0 2 32. 4 .3 '� 44.4 73 -43 �4� 8.1 6 65. 46.4 42.9 45.3 9.8 I.0 THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ,,, ACCORDANCE NTH WATER CODE TITLE 7. DIVISION i, CHAPTER 3, ARTICLE 10.8. SECTION 55597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) P H OTO 11/I ET R i C S DATE WATER MANAGEMENT SPECIALIST NC)F?TH SCALE.-lj�-307 SERVICE DIRECTOR M R C ENGINEERING, 1 N C. s PREPARED BY: 2/8/06 RR ADDENDUM #1 2/8/06 Qj APPROVED BY: IN THE CITY OF PALM DESERT CALIFORNIA S H E E T DIGA R T PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS �o�A�scaPE��cy 7/11/ RR OWNER CHANGES /11/0 2 - FREEDOM PARK �`� `g C287 'V, % DAV 1 D E VA N S 8/14/0 RR ELECTRICAL CHANGES /14/ 3 CITY ENGINEER Mark Greenwood E 5 i 72-880 FRED WARING Df21 SUITE C-11 RANDALL V. C Q AND AS S O C I AT E S INC. OF DIAL TOLL FREE � No. E13,s3 -� � s �' Rc.E. No. styes EXP. s-3o-oe PALM DESERT, CALIFORNIA 92264 Signature BASEBALL FIELD 1-800-422-4133 (0) 760-340-9005 1 (F) 760-340-9100 EXP. 9/30/08 Renewal °°te 8W North Haven Avenue, State 30Q -DWG. NAME AT LEAST TWO DAYS OFFICE LOCATIONS: PALM DESERT & IRVINE �'� ELECTRICAL �� sqT Date \e TM� Ontario Ceot"tya 91764, °RAM"'' s`�`�As NOTED ELECTRICAL PLAN BEFORE YOU DIG 9l F OF CA�1F� _DESIGNE , JOB NUMBER FILE NO. www.mrcen ineerin .com F pF CA��F� C9M,t0sf W DATE BY DESCRIPTION DATE CPDX0015 9 9 CHECKED DATE FOR: CiTY OF PALM DESERT CPDXO000-0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNI PROJECT NUMBER # 4019.00 REVISIONS CCG 1.1 15 05 I� I I I I 32.5 .0 16.5 6 .8 1.6 2,7 .7v 79.0 17.6 14.9 7.6 8.6 .3 11.0 15. 2 . 46. 64.9 61. ° .8 31.2 32.7 41,3 °5.5 55. 33. 8.8 °4. °8.9 3 °9.4 15.7 15.0 1 7 17.3 18.0 17.3 17.5 17.9 16.4 5.9 6. 6.9 8.7 15. 2 38.3 °0.2 28.4 2.0 43. 63.3 8.8 46. 0. 0.7 1 . 14.2 15.4 17.0 17.3 1 16.9 17.5 SHEET E3.1 5.4 5.3 5.3 7.7 11.3 1 °6.4 28.2 °9.4 25.7 2 .3 42. 48. .4 �^------"�' ,I ,I � ,1 5.9 5.6 6.7 9.9 14.8 21. . ,3 33.2 .5 22.9 ° 3 .7 464 16 _ 15.0 19.7 8.2 :SHEET E3.2 2.0 3. 5.3 7.7 8.7 9.0 9.0 7.9 6.7 8. °8 34.0 32.8 30 3 L 35.6 32.8 SZ .5 7.6 7.7 °.6 14.9 4. 3 5 4 4 9 4 .5 21.5 ° ,,,J 3.2 6. 9.8 15.3 15.2 1 .4 1 46.9 14.4 1 .i 9.8 °5.4 5 ° °6. 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DIVISION 1, CHAPTER 3. ARTICLE 10.8. SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) DATE WATER MANAGEMENT SPECIALIST SERVICE DIRECTOR M R C ENGINEERING, INC. # / / Q APPROVED BY: S H E E T PREPARED BY: 2/a/os RR ADDENDUM 1 a s os IN THE CITY OF PALM DESERT CALIFORNIA AR � S�Ap D I � T PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS o`P� E 7/11/p RR OWNER CHANGES /11/0 2 FREEDOM PARK �� ti D"I D EVANS E5.2 -1 DIAL TOLL FREE 72-880 FRED WARING DRIVE, SUITE C-1.1 RA ALL �, �&`Z / / / / 3 F 8 14 0 RR ELECTRICAL CHANGES 14 CITY ENGINEER - Mark Greenwood PALM DESERT, CALIFORNIA 92264 No. E13453 U Signature i 1 Q AND ASSOCIATES INC. - ReE No. 57989 EXP. 6-ao-oe BASKETBALL, TENNIS COURTS & OF 1-800-422-4133 (0) 760-340-9005 1 (F) 760-340-9100 Renewal date 1f _DRAWN SCALE DWG. NAME EJO�. 9/3oce 80o Nv�tn Haves avenue, see goo PARKING LOT ELECTRICAL PLAN- AT LEAST TWO DAYS OFFICE LOCATIONS: PALM DESERT & IRVINE '�'� EEC1RICAL �Q sTgT Date �P Tm1�� VRIIlOr�B - AS NOTED BEFORE YOU DIG 9� F of cAL�F� DESIGNED Joe NUMBER FILE NO. www.mrcengineering.com F pF CAL��� PhD �e:' gWAV.57V1.r OATS BY DESCRIPTION APP'9964 DATE - CPDX0015 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNI PROJECT NUMBER 4019.00 CHECKED DATE Fes' CITY OF PALM DESERT ceoxo000-0015 # R E V I S I O N S CCG 11 15 05 SHEET E3.2 SHEET E3.3 I T I � 1 ,a ° 3 8.8 12.1 14.7 16.5 16 22.1 °4.7 25.7 2 1 23.4 23.2 23.6 23.8 23.6 23.3 23.2 °4.8 25.6 22.4 �IM_l 16.5 14.8 12.3 9.3 .8 10.3 17. 19 20.J ?5.1 a7.5 '8.6 a7.8 a5.7 .� 05.8 a6.t .✓ 25.3 25.5 27.5 '8.6 07.6 2 .6 � 2 17.3 *14.2 1110.9 5.2 11.0 15.1 18. 6 22.6 27.3 2 9.8 27.7 27.2 27.9 28.3 28.0 27.3 27.5 ° 30.7 9.8 27.7 23.1 .9 18.9 15.5 17.8 k ° ° 30 5.3 11.4 15 19. 6 2 .h 28.3 3 .7 31.9 31.t 29.7 28.8 � .? .9 29.0 2 30.8 32.0 30, �8.7 24.0 1.7 19.7 16.1 12.3 4 3. I 5.4 11.4 15.6 19.1 21,5 2 28.2 3 .8 32.2 31.7 9,8 30.9 31.4 31.1 3pS 9.8 31.6 32.4 31. 28.8 24.1 21.8 °9 16.1 12.1 5.4 10.9 14.8 18.1 20.4 22.8 27.1 .1 31.8 31.8 30.5 30.9 31.9 32.a 32.0 3t.1 30..5 37.8 32.1 ° .5 27.8 23.a -2/1 18.6 15-4 11.6 Numeric Summary --- -- --- ------------ ---- - -- - ° 3 5.6 10.4 14.1 16. 18.9 .4 °5.4 2 .7 1 31.6 31.1 32.0 32.7 33.0 32,8 32.2 31.3 31,7 31.4 29.3 2 .0 22.0 19.3 17.2 14.5 11.1 Project: All Projects Label Calc type Units Avg Max Min Avg/Min Max/Min 5.6 10.0 13.5 15.9 17.9 2�II.2 23. 2 .5 30.2 31.7 32.1 32.6 33.2 33.7 33.3 32.8 32.3 32.0 3 .7 28A 24.2 2 18.2 16.2 13.9 10.7 ! C a l c P t s Illuminance _ F c 2, 66 19.1 0.1 26.60 _ 191_0 0 5.3 9.5 1 .1 15.6 17.7 °9.8 22. 26.9 _9.9 31.6 32.4 33.0 .7 33.9 33.II 33.1 325 3t.9 ° 30 27.5 23.3 ° .2 18.0 16.0 I 13S 10.1 ColcPtS-1 Illuminance Fc_ 24.16 _ 59.9 2.0 _ 12.08 _ _29.95 II _ _ ° 5.8 10.2 13.8 16.2 18.3 22 6 2 .0 28.1 3U 32.6 33.0 33.5 3a.t 34.5 34.2 33.5 33.0 32.6 312 28.G °4.6 21.1 18:6 16.5 1 4.1 10.9 CalcPts_-4 _ Illuminance Fc _ 24.55 (3�5.9 --yl 3�.4 1 7,22 110, 56 U C,al cPts_2 Illuminance Fc I 2 /. 25 68.8 0,9 30,28 7 6. 44 I 58 107 I147 °7 °98 2 � 26.3 30C 32.6 33.3 32.9 33.6 34.5 34.8 34.5 33.8 32.8 33.1 32.7 °3 4 26.9 22.8 17.8 15.1 11.5 CCICPtS_3 _ Illuminance Fc 39,21 72.3 6.3 6.22 11 .48 ° - ---- ----_- ---_---- � 5.8 1t.6 15.8 �19. 21.7 2 -D 28 31.9 34,0 1'r4.4 33.2 33.6 34.6 35.1 34.7 33.7 33.0 34.1 3a.1 32.3 �.�2 4.6 21.5 196 16.2 12.4 CoIcPts=5 IiIuminance F c 32,22 l 1 7� 4. 7.16 2 4 4 12.1 16.8 01 23.1 2 .3 .� 33.3 35.1 35.2 33.7 33.6 34.8 35.4 35.0 33.8 33.4 34.9 35.3 33.7 3 0 25. 23.3 27.10 17.3 13.1 �- I I 6.1 12.3 17.2 2 2 7 30-9 34,0 35,8 35,7 33.9 33.9 35.1 35.8 35.4 34.1 33.9 35.3 35.9 34.3 31. 2 . 7.8 13.6 ' - - - --- ---- -- --------.--. -------- _-- -- ---------- --- - - --- - --`-- ---- ------ i 6.'I 12.3 17.1 20. �.5 21.7 30.8 33.8 35.6 35.6 33.9 33.9 35.1 35.7 35.3 34.2 33.9 35.4 35.9 34.3 31: 026. 9 i 21.� �J17.8 13. l � Luminaire Schedule F Project: All PrOJeCtS _ _ 5.0 72.0 If,.+ .t., 22.6 9 32.8 34.9 1;5.0 33.6 33.9 35.1 35.7 34,2 33.5 5.0 35.5 3 3.4 °0.6 ,.7 *.3,0 .7 17.2 13 SymbolCity j Label - Arran gement _ - Lumens LLF Description ° ° Q'M / L11835A- 2 BACK-BACK 110000-- 0,800 Back2Back 1000 MH, 110,000 Lumens - 5.9 11.1 15.3 18. 20.9 2 27.9 31.4 33.7 34.2 33.4 34.1 35.2 35.7 35.4 34.4 33.6 34.3 34.2 32.2 28.7 24.3 21.4 T4.2 16.1 12.0 C (�,lr'�I� r, ('� El I / _ L 11835A-.1 SINGLE I -10000 0.8U0 Single 1000 MH, 1-10,000 Lumens -- � 6.1 10.9 17.1 19. 2.8 25.7 2 O32.3 33.5 33.6 34.5 35.3 35-6 35-4 3a,8 33.9 33.8 32.9 O 26 22.6 19:8 17.7 i5.1 1i._j � J L-1183�A - 4 TWIN BACK-BACK 1 "10000 _ 0. 800 Twin Bac1�2Back i C00 MH, 110,000 Lumens ° ° ° ° i _� -_ 5.8 9.9 13.7 16,2 18,4 6' , 238 28.0 37.1 33.0 33.8 34.4 35.1 35.5 35.3s4.6 34.0 33.3 3L7 29A 24.7 21.3 Li3.8 16.8 I 14.3 11.0 7 L1822B BACK-BACK 23000 0.800 Back2Back 23,00.(0� Lumens _25OMH o U • -- ---- --^- -- - - -----_- --_-- C7 --- /� 10 0 0 n-�h 2 10 0 0 h J - Z 5.7 9.9 13.6 16.2 18.3 2 .5 2 .6 27.9 37.0 32.9 33.7 34.4 35.1 35.5 35.3 34.5 33.8 33.1 3L5 28.8 °4.6 21.z 18.7 16.7 14.3 10.9 --- ••: 16 L1_1835A--6 GROUP N.A. 0.0�� s �- % 8 L 11 8���>.~'\--- 8 - --- GROUP _ ��I ,�- -- J.. 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I. .6 ^5.3 1 °` i 33.5 33.7 34.5 35._' 35.5 35.3 °34.6 33J J.3.1 32.�i 26 22.5 �79.6 1'..5 1'_;.0 17.9 i 1 ,/ 30 5.9 11,0 15.2 18. 26. 2 27.5 31.1 i3.5 34.1 33.4 34.1 35.1 35.6 35.2 34.4 33.2. 33.6 33.E 31.7 28.5 24.2 21.1� .0 16.0 12.3 6.0 9. 7 4 2. 4.7 .9 3.6 3.8 5.0 5.5 .1 4.0 3.2 a .8 3.2 .S �7 2 . 17.2 13.4 2 27 I 6.0 12.3 17.0 '2 .6 30.P 33.6 35.4 35.4 33.8 33.7 349 35.4 35.1 33,9 33.4 34.8 35.5 34.2 31. 026.7 71.7 18.0 14.0 I 6.1 12.3 2 .8 30.8 33.9 35.7 35.5 33.7 33.7 35.0 35.6 35.2 34.D 33.5 34.8 35.8 34.a 32. . 2 1.9 .2. 14.1 6.0 12.2 16.8 20. 23.2 2 .3 .3 33.4 35.1 35.1 33.4 33.4 34.5 35.1 34.8 33.7 33.7 34.6 35.2 34.0 31 4 26. 23.6 21, 17.9 13.8 0 5.8 11.6 15.8 19. 21.8 °2�'? 28. 32.0 3,�.0 34._� 32.9 33.3 34.3 34.8 345 33.5 32J 33.9 34.2 3?.7 .� °5.3 22.3 �t 6.9 13.2 1 ZIQ U/ 5.8 10.7 14.7 17, 1 .9 2 .\\ 26.7 .0.2 32.5 33.1 325 33.3 34.2 34.6 34.3 33.6 .32.5 329 32.9 3.0 /2/81 235 I �� 18a 15.6 12i 5.8 10,3 13,8 16.2 18.4\2 .8 2 .3 28.2 3lG 32.4 32.7 33,2 33.9 34.3 34.0 33.4 32.7 32.5 31.5 ? .0 21.7 18.9 16.9 14.5 11.6 1 \\ U U 5.3 9.4 131 15.6 17.7 ° 70 22.7 26.8 .8 31.5 32.2 32.8 33.5 6 329 32.3 31.7 .3 27.8 (23.6 20.4 18.1 16.2 13.8 10S 5.5 9.7 13.3 15. 17.7 .9 23. 27 - 331 °53��3�.�\\ 24.0 2 18.1 16.2 13.9 10.7 I 5.5 10.2 1 16. 18. 2 .0 4.8 2/3S,08 31.6 31.3 32.0 32.7 329 32-8 °32.2 31.3 31.4 31.1 ° .0 2 .6 21.8 19.0 17.0 14.5 11.4 5.3 10.6 114.6 17. 2 .4 26.6 .9 31.7 31.8 30.6 31.0 31.9 32.4 320 31.2 30.4 31.4 37.8 ° .3 27.4 232 2 3 18.4 15.3 11.8 �0 n 5.3 11.2 15.4 18. 21.3 2 27.8 3 .6 32.2 31.8 0.0 31.0 31.5 31.1 .2 O 31.4 32.3 31. -8.7 24.2 21.6 16.2 12.4 I 5.3 11.2 15.6 19. 2 . 28.2 ° 7 32.0 31.3 29.2 28.9 29. 7 29.1 2 0 30.7 32.0 31.1 0 24.3 19.9 16.4 12.6 b 5.2 11.0 15.2 18. 2 .7 27.5 2 3t.0 28.0 2Z5 28,3 28.7 28.4 27.7 2 7 29 31.0 0.2 28.3 23.6 111. 19.4 16.0 12.4 f L1J t 10.4 14.1 17. 19. 21.3 °5.6 28.0 29.1 28.2 26.1 25.6 26.2 26.5 26.3 25.7 25.8 27.9 29.t 28.5 2 .5 27_. / I8.0 14.9 11.5 �`)5 / ° 4 9.1 12.3 15. 17.0 19. 22.7 ' . 26.3 ° .726.3 ° .7 23.9 23.6 2.O 24.2 24.0 23.7 23.7 ° 4 26.4 ° .8 23.7 19.8 17.4 I 15.7 13.0 10,2 i 4. 7.7 10.3 12.4 14.0 16.0 19.1 21,6 22.8 22.6 21.6 21.7 21.8 21.9 21.9 21.8 21.5 22.5 23.1 22.2 19. 16.7 14.5 I 13.0 10.9 8.5 L/ _1 3.4 6.1 8.4 10. 11.3 12.8 15.1 17.6 11 .� 19.6 19.4 11 19.6 19.9 71-0 19.5 19.4 20 19.3 18.1 15.8 13.4 11.7 10.a 8.9 6.8 I i I LIMIT OF WORK i i I i ELECTRICAL SITE PLAN NaRTH SCALE: 1"=30'0" I 1 i i THESE PLANS HAVE BEEN RENEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7, DINSION 1, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERAMON WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) DATE WATER MANAGEMENT SPECIALIST SERNCE DIRECTOR M R C E N G INEERI N G, INC. APPROVED BY PREPARED BY: 2/s/os RR ADDENDUM .� 2/s/os 0 IN THE CITY OF PALM DESERT, CALIFORNIA S H E E T D I G/s,, � R T U TANTS �P�scapF c FREEDOM P A R I'\ p q� 7/11/0 RR OWNER CHANGES /11/0 2 PROFESSIONAL ENGINEERS & LIGHTING CONS L a `� C• CITY ENGINEER - Mark Greenwood 4287 qti D AV I D E VA N S E 5.3 DIAL TOLL FREE 72-880 FRED WARING DRIVE, SUITE C-11 RANDALL „ �, zg �� 8/14/ RR ELECTRICAL CHANGES /14/O 3 DATE PALM DESERT CALIFORNIA 92264 No. E13A53 Q ANo ASSOC I ATES INC. R.C.E. NO. EXP. s-3o- SOCCER FIELD ELECTRICAL PLAN & OF 1 -800-422-4133 s,�,°tU`e CONTROL DWG. NAME (0) 760-340-9005 1 (F) 760-340-91 oo EXP. Q,�,08 * Renew°i Date >~ WO North Haves Avenue, She 304 DRAWN seALE SPORTS FIELD LIGHTING AT LEAST TWO DAYS OFFICE LOCATIONS: PALM DESERT & IRVINE �'� ELECTRICAL �� ST�,� °°te ��\P TM Ontario Cglifornja 91'J� DESIGNED JOB N A�SBERNOTED DIAGRAMS FILE N0. >� BEFORE YOU DIG OF CALF - www.mrcengineering.com F OF Cp,�\F� Dhow qW.A0.5750 DATE BY DESCRIPTION APIs DATE CHECKED DATE CPDX0015 FOR' CITY OF PALM DESERT CP�X0000-0015-0015 i UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA] PROJECT NUMBER # 4019.00 R E V 1. S 1 0 N S CCG 11 15 05 i I ROOFTOP PACKAGE HEAT PUMPS POC POINT OF CONNECTION SUPPLY FAN ENTER LEAVING COOLING CAPACITY DATA ELECTRICAL FILTER ® iL REMOVE EXIST.ECUIP OR PIPES WITH HATCHING AIR AIR A ENT INTERGRATED OPERATING UNIT MANUFACTURER QTy. CFM ESP D8. P8. (05A) IEMP. (BTU / HR.) * 80'F/6i'F SEER NEATING CAPACITY COP COMPRESSOR SUPPLY PAN CONDENSER FAN$ VOLTA�sE U�(CtHT REM,gpC$ DUCT RISER (R) OR DUCT DROP (D) TAG t MODEL NO. (IN.) w wa TOTAL SENSIBLE DATA (BTU/HR) a 41'F QTY. LRA RLA HP FLA HP QTY. FLA HP MCA MCOP V/PH/HX (QTY) t SIZE TYPE (LBSJ ------- --_---_ --------- DUCT WITH SOUND INSULATION HP CARRIER 18 54 PROVIDE FACTORY ROOF E:URB, ELECTRONIC PROGRAMMABLE ® SUPPLY AIR DUCT SECTION 1 50F1JQ005 I 1800 08 I50 115 41,200 31,300 12 44,000 3 1 404B '1.4 22 '12 LO 1 0.4 1/8 11.S 15 460V/3#1(o0HZ (2) 16' x 25' x 2' THROW 800 T'STAT WITH AUTO CHANGEOVER, 100go BARAOMETRIC, 100�0 63 52 RELIEF DAMPER t INTERGRATED ECONOMIZER. 0 RETURN AIR DUCT SECTION ® EXHAUST AIR DUCT SECTION oi-luc• D.L./U.C. DOOR LOUVER OR UNDERCUT DOOR ROOM THERMOSTAT WITH ZONE NUMBER ® SENSOR NUMBER WITH ZONE NUMBER i — CPWS— CDWS CONDENSER WATER SUPPLY —CDWR— CDWR CONDENSER WATER RETURN CCaga AI MOM& 1. ALL TYPES OF DUCTWORK SHALL BE CONSTRUCTED , ERECTED t TESTED IN ACCORDANCE — CHWS— CHWS CHILLED WATER SUPPLY EXHAUST FANS STRICT LOCAL REGULATIONS t PROCEDURES DETAILED IN THE A . S . H . R . A - E . — CHWR— CHWR CHILLED WATER RETURN HANDBOOK OF FUNDAMENTALS OR THE APPLICABLE STANDARDS ADOPTED BY SM.A.CNA. —HHWS— HHWS HEATING HOT WATER SUPPLY ALL DUCTWORK SHALL BE EITHER RECTANGULAR DUCTS OF GALVANIZED STEEL OR ELECTRICAL OPERATING PREFABRICATED SPIRAL LOCK-SEAM DUCTS t FITTINGS OF GALVANIZED STEEL. —HHWR— HHWR HEATING HOT WATER RETURN UNIT MANUFACTURER QTY. SERVICE AIR QUANTITYESP; RPM PAN WEIGHT REMARKS 2. DUCT DIMENSIONS ARE NET CLEAR (AIRWAY SIZE), WHERE SOUND INSULATION IS — R-- RL REFRIGERANT LIQUID TAG No. t MODEL NO. (CFM) (w TYPE FAN VOLTAGE (LBS) INDICATED ON DRAWINGS, THAT IS, AFTER INSULATION HAS BEEN INSTALLED. — RS— HP (V/PH/HZ) RS REFRIGERANT SUCTION EF GREENHECK MEN / WOMEN 3, ALL DRAWINGS SHALL BE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS . THE — RD— RIDREFRIGERANT I GBI01 I 15ATWROOMS 900 0--S 1540 CENTRIFUGA 1/4 120-1-60 100 PROVIDE W/ BACKDRAFT DAMPERS t ROOF CURB CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW t OvERALL COORDINATION OF ALL �}— D AUTOMATIC MOTORIZED PAMPER DRAWINGS PRIOR TO ANY CONSTRUCTION , INCLUDING ARCHITECTURAL , STRUCTURAL , AIR CONDITIONING, PLUMBING AND ELECTRICAL . ANY AND ALL DISCREPANCIES THAT OCCUR rr_ — VD VOLUME DAMPER(MANUAL) SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO THE START OF CONSTRUCTION 10-- -- (N)FD FUSIBLE LINK FIRE DAMPER SO AS TO RECTIFY THE ISSUE. ANY AND ALL WORK PERFORMED IN CONFLICT WITH THE 10-- — (N)SFD COMBINATION SMOKE t FIRE DAMPER CONTRACT DOCUMENTS AND/OR ANY CODE REQUIREMENT SHALL BE CORRECTED 13Y THE CONTRACTOR At HIS OWN EXPENSE AND NO EXPENSE INCURRED 13Y THE OWNER . D—- — (E)FD ExIStINcs FUSIBLE LINK FIRE DAMPER 4. DO NOT SCALE DRAWINGS- ALL DIMENSIONS t EXISTING JOB SITE CONDITIONS SHALL BE (E)SFD EXISTING COMBINATION SMOKE 4 FIRE DAMPER j CONFIF4 ED BY THE CONTRACTOR AT THE JOB SITE F'RIOR TO BID SUIBMITTAL, START OF Gy GATE VALVE CONSTRUCTION AND/OR PABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, DOORS THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR CLARIFICATION . —Ikl-- GLV GLOBE VALVE AIRALL WORK SHALL BE COMPLY WITH CITY CODES, STATE OF CALIFORNIA ENERGY EFFICIENCY —�`�I-- CHV CHECK VALVE STANDARDS AND ANY ANO ALL OTHER APPLICABLE CODES. By BALL VALVE ELECTRICAL ALL SUPPLY t RETURN DUCTWORK SHALL BE INSULATED WITH OUE:NS/CORNING TYPE 15 Wv BUTTEWLY VALVE OPER. FIBERGLASS INSULATION WITH VAPOR BARRIER 2' THICK t AN AVERAGE INSTALLED 'R' TAG MANUFACTURER CFM WT. REMARKS VALUE OF SZ. BC BALANCING COCK NO, t MODEL NO. HP VOLTAGE (LB& RED REDUCER It IS THE RESPONSIBILITY OFTHE CONTRACTOR t0 COORDINATE ALL DUCT, PIPE AND Ap MARS EQUIPMENT LOCATIONS W/ ELECTRICAL, STRUCTURAL, PLUMBING AND ALL OTHER TRADES . STIR STRAINER 1 38C 1,100 1/2 120/17/60 52 MINIMUM OUTDOOR AIR REQUIREMENTS SHALL COMPLY WITH GEC 2001 BUILDING ENERGY —III U UNION 1 EFFICIENCY STANDARDS SECTION 121. PG PRESSURE GAUGE ALL PIPING AND DUCTWORK INSULATION SHALL COMPLY WITH CEC 2001 BUILDING TH THERMOMETER ENERGY EFFICIENCY STANDARDS SECTIONS 118, )23, 124 AND TABLE 6D OF CJMLC. AY AIR VENT VALVE 10. ALL H.V.A.C. CONTROL SYSTEMS SHALL COMPLY WITH CEC 2001 BUILDING Cy CONTROL VALVE ENERGY EFFICIENCY STANDARDS SECTION 112, 122. ALL CEILING MOUNTED SUPPLY AIR DIFFUSERS ARE 4-WAY THROW UNLESS SHOWN OTHERWISE. PRV PRESSURE REDUCING VALVE 12. THE CONTRACTOR SHALL SUPPLY ALL MATERIALS, LABOR , EQUIPMENT, TRANSPORTATION t PtT RV PRESSURE t TEMPERATURE RELIEF VALVE SERVICES NECESSARY FOR COMPLETION OF THE WORK. ALL MATERIALS t WORK SHALL BE PIPE ANCHOR IN COMPLIANCE WITH ALL APPLICA 1-E CODES t GOVERNING REGULATIONS AND SHALL SD SMOKE DETECTOR MEET OR EXCEED WITH THE APPROVAL OF THE CITY t STATE FIRE MARSHAL. 13. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROTECTION t PROVIDE REPAIR OF AD ACCESS DOOR ADJACENT EXISTING SURFACES, AREAS t PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY DEMOLITION AND/OR NEW WORD. AFF ABOVE FINISHED FLOOR I* REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING A' ACCESS PANEL DIFFUSERS AND GRILLES . CD CEILING DIFFUSER 15. INSULATION MATERIAL SHALL COMPLY WITH CEC 2001 BUILDING ENERGY EFFICIENCY CFM CUBIC FEET PER MINUTE (AIR QUANTITY) STANDARDS SECTION 118. CA COMBUSTION AIR 16. ALL SA t RA OUTLETS FOR FUTURE CONNECTIONS SHALL BE INSTALLED SO AS TO PERMIT EASY DTR DOWN THRU ROOF CONNECTION. COORDINATE DUCTWORK, STRUCTURAL CONDITIONS AND ARCHITECTURAL LAYOUT. EA EXHAUST AIR 11. ALL A/C UNIT CONDENSATE DRAIN PIPE SHALL BE TYPE 71' COPPER TUBING, WITH 50-50 EAG EXHAUST AIR GRILLE SOLDER FITTINGS. ALL INTERIOR CONDENSATE DRAIN PIPING SHALL BE INSULATED. EAR EXHAUST AIR REGISTER IS. CONTRACTOR SHALL VERIFY ALL EXISTING RE-USED EQUIPMENT AND PROVIDE REPLACEMENT PARTS FOR WORN PARTS, REPLACE BELTS, PULLEYS, SHEAVES AND FILTERS AS NEEDED TO EP ELECTRIC - PNEUMATIC BRING A/C UNIT UP TO FULL OPERATIONAL STATUS. HOA HAND - OFF - AUTOMATIC IS. ACCESS TO ROOF MOUNTED EQUIPMENT SHALL COMPLY WITH SECTION 305 OF THE 2001 CMC. NC NORMALLY CLOSED 20.THERMOSTATS SHALL HAVE THE CAPABILITY OF BEING SET TO MAINTAIN ROOM SPACE NO NORMALLY OPEN TEMPERATURE SET POINTS FROM 55' F. TO 85' F. AND SHALL OPERATE THE HEATING AND NIC NOT IN CONTRACT COOLING IN SEQUENCE. PROVIDE THERMOSTATS THAT CAN BE ADJUSTED FOR A TEMPERATURE RANGE OF UP TO 10' P. BETWEEN FULL HEATING t FULL COOLING BE1NCx MA MAKE-UP AIR SUPPLIED. THERMOSTAT CONTROLS SHALL HAVE THE CAPABILITY OF TERMINATING ALL OSA OUTSIDE AIR HEATING AT A TEMPERATURE NOT MORE THAN 10'F.AND COOLING AT A TEMPERATURE NOT LESS THAN 15' F. PE PNEUMATIC - ELECTRIC 21. ALL T'STAT'S SHALL BE MOUNTED 4S' AFF SO AS TO 15E IN COMPLIANCE WITH A1>A REQUIREMENTS. REA RELIEF AIR 22. GENERAL CONTRACTOR SHALL COMPLY W/ CMC SEC. 3063 BY PROVIDING SERVICE READ RELIEF AIR GRILLE RECEPTACLE WITHIN IN 25' OF: UNIT. 23. ALL EQUIPMENT SUPPORTS AND RESTRAINTS t0 COMPLY W/ CMC SEC. 308. RA RETURN AIR RACs RETURN AIR GRILLE RAR RETURN AIR REGISTER $A SUPPLY AIR SAG SUPPLY AIR GRILLE SAR SUPPLY AIR REGISTER SI SOUND INSULATION T THROAT UNO UNLESS NOTED OTHERWISE UTR UP THRU ROOF VAV VARIABLE AIR VOLUME VTR VENT THRU ROOF MECHANICAL TO O FURNISH 4 INSTALL O MECHANICAL TO FURNISH ELECTRICAL TO INSTALL ELECTRICAL TO FURNISH MECHANICAL To INSTALL O FURNISH t INSTALL ELECTRICAL TO CEILING DIFFUSER NECK SIZE (IN.x IN.) RETURN AIR REGISTER NECK SIZE (IK x IN-) CFM SUPPLY t EXHAUST REGISTER NECK SIZE (IN. x IN.) CFM LINEAR SUPPLY NO.OF SLOTS - WIDTH CFM/FT TOTAL LENGTH THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 1,DIVISION 1,CHAPTER 9,ARTICLE 10.6,SECTION 655011 ET SE0.REOUIRIN6 EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) DATE HATER MANAGEMENT SPECIALIST SERVICE DIRECTOR AL M R C ENG I N E E -RING, INC. - � � Or, APPROVm �"' /N THE Cm OF PALM DESERT, CALIFORNIA 5 I-� E E T D'� PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS T� ` CITY ENbINER-Mark Greenwood FREEDOM PARK i p�TOLL FREE 72-880 FRED WARING DRIVE, SUITE C-11 DAV I D EVAIV S M O, 1 �' ' p AND A s S o C I AT E 3 1 NC. DATE 5NAGK BAR oP 1-a00-+445.4133 PALM DESERT, CALIFORNIA 92264 k ,, __, 1 2 >uF.Igo. 5-1g8q EXP. 6-3o-06 A?LEAST 7W0 a11]/3 (0) 760-340-9005 (F) 760-340-9100 +1 1 "�OtO6 800 North Haven Avenue, Suite 300 DRAWI`I SCALE C� l�l rr..^ , NQ I = DWG. NAME B yOr OFFICE LOCATIONS: PALM DESERT & IRVINE .'=- ' ,. ,�> 1 11- PLaN CHECK REweMITTA�. - h 5 TM Ontario California 91764 A5 NOT1rD f�'� AND G� t-� DESI&NED -Toe r R �... � ,I.i l't�L� ;�./ 1rU� 5 PILE NO. www.mrcengineering.com =; i ` Phone: 909.481.J57� PAW we �y VAIN - GF'DXO015 UN UMNd=MCIaUMr of SORMpMI CALWMM PROJECT NUMBER # 4019.00 CHECKED DATE FORT �q MY OF PALM DESERT GPDX0000-0015 R E V 1 5 I O N 5 cc� IVN5�o5 i I i SYMOOL PESCMPT'O X���S� FANS POG PO{Nt OF CONNECTION®� REMOVE EXIST. EQUIP. OR PIPES WITH HATCHING ELECTRICAL OPERAT DUCT RISER (P.)OR DUCT DROP (0) UNIT MANUFACTURER AIR SERVICE AIR QUANTITY ESP RPM FAN WEIGHT REMARKS TAG Kim QT 4 MODEL NO. (CFM) (IN,) TYPE FAN VOLTAGE MIGHT =77: -- DUCT WITH SOUND INSULATION HP (V/PH/HZ) GREENHECK 455 SUPPLY AiR DUCT SECTION 1 CSP262 1 BATHROOMS 800 0.5 10% CENTRIFUGAL WATTS 120-1400 100 PROVIDE W/ BACKDRAFT DAMPER$ 4 PRE-FAB ROOF CURB RETURN AIR DUCT SECTION ® EXHAUST AIR DUCT SECTION D.LIUG.--�► P.LA,i.C. DOOR LOUVER OR UNDERCUT DOOR ® ROOM THERMOSTAT U IT14 ZONE NUMBER ®1 SENSOR NUMBER WITH ZONE NUMBER — CDWS— CDWS CONDENSER WATER 5upPLY —CDWR— GDWR CONDENSER WATER RETURN — CHWS— GHWS CHILLED WATER SUPPLY — CHWR— CHWR CHILLED WATER RETURN —HHWS— HHW6 HEATING HOT WATER SUPPLY —HHWR— HHWR HEATING HOT WATER RETURN ---- — — R-— RL REFRIGERANT LIQUID — Rs_ PIS REFRIGERANT SUCTION RD REFRIGERANT �— -— D AUTOMATIC MOTORIZED DAMPER _ _ _ _ r'- — VD VOLUME DAMnR (MANUAL) 120V/IPHl+6NZ 0 / —�\7 - (N) FD RISIBLE LINK FIRE DAMPER /►— (N)SFD COMBINATION SMOKE 4 FIRE DAMPER 101 � (E)FD EXISTING FUSIBLE LINK FIRE DAMPER E WOMEN'S D— - — (E)SFD EXISTING COMBINATION SMOKE 4 FIRE DAMPER GV GATE VALVE GLV GLOBE VALVE ELECTRICAL I I 100 DUCT TO TAP INTO ATTIC, —� - DISCONNECT I I METAL LOUVER VENTS --��1-- CHV CHECK VALVE (TYP 6) (PROVIDED BY OTHERS) O ---� BV BALL VALVE 7 F103 I I BFV BUTTERFLY VALVE 1 I . .§y ======j n it's —� RED REDUCER COCK ELEGTfi�IGA ► i ROOM L---J U 614- 6'� -6'� STIR STRAINER ­4111 U UNION INTERLOCK w/I-iP-1 _ PG PRESSURE GAUGE TH THERMOMETER ---i i n >a 8 0 12 8 14 i AV AIR VENT VALVE • CV CONTROL VALVE O --� �Q— PRE/ PRESSURE REDUCING VALVE P4T RV PRESSURE 4 TEMPERATURE RELIEF VALVE PIPE ANCHOR 8 SD SMOKE DETECTOR EF EXHAUST FAN 200 i MOTOR 102 AD ACCESS DOOR PROVIDE VANDAL- MEN S AFF ABOVE FINISHED FLOOR PROOF EA.G. TiTUS RESTROOM AP ACCESS PANEL SG-LFO 14x14 FACE CO CEILING DIFFUSER SIZE (TYP 1) \_--21 — CFM CUBIC FEET PER MINUTE (AiR QUANTITY) CA COMBUSTION AIR OTR DOWN THRU ROOF EA EXHAUST AiR EAG EXHAUST AIR GRILLE EAR EXHAUST AIR REGISTER i EP ELECTRIC - PNEUMATIC HOA HAND - OFF - AUTOMATIC NC NORMALLY CLOSED NO NORMALLY OPEN PAN WIRING�X��USt WIRINGWIRINGDIAGRAM SCALE 1"f gCAMECHANICAL FLOOR NIC NOT IN CONTRACT 1 0. MA MAKE-UP AIR OSA OUTSIDE AIR i PE PNEUMATIC - ELECTRIC REA RELIEF AIR REAG RELIEF AIR GRILLE RA RETURN AIR RAG RETURN AIR GRILLE RAR RETURN AIR REGISTER SA SUPPLY AIR P.iNJIfNlal WA�MR�. SAG SUPPLY AIR GRILLE 1. ALL TYPES OF DUCTWORK SHALL BE CONSTRUCTED , ERECTED 4 TESTED IN ACCORDANCE 12. THE CONTRACTOR SHALL SUPPLY ALL MATERIALS, LABOR , EQUIPMENT, TRANSPORTATION 4 SAR SUPPLY AIR REGISTER STRICT LOCAL REGULATIONS 4 PROCEDURES DETAILED IN THE A . 5 , H . R , A . E . SERVICES NECESSARY FOR COMPLETION Or THE WORK. ALL MATERIALS 4 WORK SHALL BE WOOD TRUSS— HANDBOOK OF FUNDAMENTALS OR THE APPLICABLE STANDARDS ADOPTED BY S.MA.CNA. IN COMPLIANCE WITH ALL APPLICABLE CODES 4 GOVERNING REGULATIONS AND SHALL 51 SOUND INSULATION ALL DUCTWORK SHALL BE EITHER RECTANGULAR DUCTS OF GALVANIZED STEEL OR MEET OR EXCEED WiTH THE APPROVAL OF THE CITY 4 STATE FiRE MARSHAL. T THROAT STRUCTURE ABOVE PREFABRICATED SPIRAL LOCK-SEAM DUCTS 4 FITTINGS OF GALVANIZED STEEL. 13. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROTECTION 4 PROVIDE REPAIR OF SECURE TO 2, DUCT DIMENSIONS ARE NET CLEAR (AIRWAY SiZE), WHERE SOUND INSULATION IS ADJACENT EXISTING SURFACES, AREAS 4 PROPERTY THAT MAY BE DAMAGED AS A RESULT UNO UNLESS NOTED OTHERWISE INDICATED ON DRAWINGS, THAT IS, AFTER INSULATION HAS BEEN INSTALLED. OF ANY DEMOLITION AND/OR NEW WORK. UTR UP THRU ROOF 3. ALL DRAWINGS SHALL BE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS . THE 14. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING VAV VARIABLE AIR VOLUME CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW 4 OVERALL COORDINATION OF ALL DIFFUSERS AND GRILLES . Yl'R VENT THRU ROOF I' DEFLECTION = = DRAWINGS PRIOR TO ANY CONSTRUCTION , INCLUDING ARCHITECTURAL , STRUCTURAL , AIR VIBRATION ISOLATOR CONDITIONING, PLUMBING AND ELECTRICAL . ANY AND ALL DISCREPANCIES THAT OCCUR 15. INSULATION MATERIAL SHALL COMPLY WITH CEC 2001 BUILDING ENERCsY EFFICIENCY MECHANICAL TO (TYROF 4) *� SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO THE START OF CONSTRUCTION STANDARDS SECTION 118, FURNISH 4 INSTALL SO AS t0 RECTIFY THER ISSUE. ANY AND ALL WORK nR!F ED iN CONFLICT WITH THE O16. ALL SA 4 RA OUTLETS FOR FUTURE CONNECTIONS SHALL BE INSTALLED SO AS t0 PERMIT EASY FLEX CONNECTION (TYP.) CONTRACT DOCUMENTS AND/OR ANY CODE REQUIREMENT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND NO EXPENSE INCURRED BY THE OWNER . CONNECTION. COORDINATE DUCTWORK, RN STRUCTURAL CONDITIONS AND ARCHITECTURAL LAYOUT. MECHANICAL TO FURNISH O 4. DO NOT SCALE DRAWINGS- ALL DIMENSIONS 4 EXISTING JOB SITE CONDITIONS SHALL BE i'1. ALL A/C UNIT CONDENSATE DRAIN PiPE SHALL BE TYPE 'M' COPPER TUBING, WiTH 50-50 ELECTRICAL t0 INSTALL SOLDER FITTINGS. ALL INTERIOR CONDENSATE DRAIN PIPING SHALL BE INSULATED. CONFIRMED BY THE CONTRACTOR AT THE JOB SITE PRIOR TO B{D SUBMITTAL, START OF SOLDER TO FURNISH 14 d+ EF 144 CONSTRUCTION AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, 15. CONTRACTOR SHALL VERIFY ALL EXISTING RE-USED EQUIPMENT AND PROVIDE REPLACEMENT MECHANICAL TO INSTALL 1 THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR CLARIFICATION . PARTS FOR WORN PARTS, REPLACE BELTS, PULLEYS, SHEAVES AND FILTERS AS NEEDED TO ALL WORK SHALL BE CO"iPLY WITH CITY CODES, STATE OF CALIFORNIA ENERGY EFFICIENCY BRING A/C UNIT UP TO FULL OPERATIONAL STATUS. O ELECTRICAL TO STANDARDS AND ANY AND ALL OTHER APPLICABLE CODES. 13 ACCESS TO ROOF MOUNTED EQUIPMENT SHALL COMPLY WITH SECTION 305 OF THE 2001 CMC. E FURNISH 4 INSTALL AIRCRAFT CABLE ALL SUPPLY 4 RETURN DUCTWORK SHALL BE INSULATED WITH OWENS/CORNING TYPE -15 20,THERMOSTATS SHALL HAVE THE CAPABILITY OF BEING SET TO MAINTAIN ROOM SPACE CEILiNCs DIFFUSER SEISMIC RESTRAINT FIBERGLASS INSULATION WITH VAPOR BARRIER, 2' THICK 4 AN AVERAGE INSTALLED 'R' TEMPERATURE SET POINTS FROM 55" F, t0 85' F. AND SHALL OPERATE THE HEATING AND VALUE OF NG 5.8. COOLI IN SEQUENCE. PROVIDE THERMOSTATS THAT CAN BE ADJUSTED FOR A NECK SIZE (IN. x IN) it IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL DUCT, PIPE AND TEMPERATURE RANGE OF UP TO 10' F. BETWEEN FULL HEATING 4 FULL COOLING BEING CFM EQUIPMENT LOCATIONS W/ ELECTRICAL, STRUCTURAL, PLUMBING AND ALL OTHER TRADES . SUPPLIED. THERMOSTAT CONTROLS SHALL HAVE THE CAPABILITY OF TERMINATING ALL MINIMUM OUTDOOR AIR REQUIREMENTS SHALL COMPLY WITH CEC 2001 BUILDING ENEi3rsY HEATING AT A TEMPERATURE NOT MORE THAN '10'F. AND COOLING At A TEMPERATURE NOT RETURN AIR REGISTER LESS THAN 18' F. NECK SIZE (IN. x IN.) EFFICIENCY STANDARDS SECTION 121. 21, ALL T'STAT'S SHALL BE MOUNTED 48' AFF SO AS TO BE IN COMPLIANCE WITH A.DA REQUIREMENTS. CFM ALL PIPING AND DUCTWORK INSULATION SHALL COMPLY WITH CEC 2001 BUILDING 22, GENERAL CONTRACTOR SHALL COMPLY W/ GMC SEC. 306.3 BY PROVIDING SERVICE CEILING ENERGY EFFICIENCY STANDARDS SECTIONS 118, 123, 124 AND TABLE 6D OF Cm.c. RECEPTACLE WITHIN IN 25' OF UNIT. SUPPLY 4 EXHAUST REGISTER 10. ALL H.VAC. CONTROL SYSTEMS SHALL COMPLY WITH GEC 2001 BUILDING 23. ALL EQUIPMENT SUPPORTS AND RESTRAINTS TO COMPLY W/ Ct"1C SEC, 300. NECK SIZE (IN, x IN.) ENERGY EFFICIENCY STANDARDS SECTION 112, 122. CFM ALL CEILING MOUNTED SUPPLY AIR DIFFUSERS ARE 4-WAY THROW UNLESS SHOWN OTHERWISE. LINEAR SUPPLY NO. OF SLOTS - WIDTH CFM/FT TOTAL LENGTH THESE PLANS HAVE BEEN REVIEWED BY THE GOAGHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 't,DIVISION 1,CHAPTER 5,ARTICLE 10.6,SECTION 655gl ET SM.REQWIRIN6 EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) DATE WATER MANAGEMENT SPECIALIST INL iNE EXHAUST FAN SCALE l G' ENEE NOTEES SCALE /� SERVICE DIRECTOR NONE '�TL NONE L APPROVED BY. lff M R C ENGINEERING, INC. � By, IN THE aff of PA" D gff, GAUP IMM s H r E T DIG A`� PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS � DAV 1 D E VA N$ FREEDOM PARK Mo. 1 1 72-880 FRED WARING DRIVE, SUITE C-11 f CITY ENOINMR -Mark breamood DIAL TOLL�eEE a p Q ANo A S S O C I AT E S i Nc. �5T'Room o PALM DESERT, CALIFORNIA 92264 € No INN ; 197 1 DATE F 1-BOM22-4133 { (0) 760-340-9005 1 (F) 760-340-9100 ° . .} ' ' jf R.CE. No. siaaa ExP. b- AT LEAS'(TWO DAYS 1> 3a � TM VVV North Haven.Avenue, Suite 300 u�I ,ITTAL SALE Mr-GHAN I GAS. Die. NAME empon YOU DIGOFFICE LOCATIONS: PALM DESERT & IRVINE '�,4 5 1 -� � - �45 NOTBD � V *i� AND FILE NO. Ontario California 917G4 NUPSM www.mrcengineering.com OF Phon@: 909.481.5750 CAW 1W " N "W PAID nESI6rIED � 010:12X0015 4XIMIGROrwo AUMOF�SOMMI CAM MIA PROJECT NUMBER # 4019.00 E Y 151 O N 5 CHECKED DATE �' Ci'�Y OF PJ „B/ DESE GPDXOOOO-OO5 R GGG II/l5/o5 j 3 I I i MART I -CiEAE1RAl 1�ART - t°I9C�171"IG"1'8 2. MOVING AIR VELOCITY BELOW 5' LEVEL, DURING COOLING CYCLE, SHALL 2.I111 EGx1AL MATMRL4I,.6 AND 8tJD6TW10N6s 10. IN COOPERATION WITH THE CONTROL MANUFACTURER'S to �I104 2AN vMRATIOM 180LAT IN EGLMOMENT: NOT EXCEED LIMITS OF EITHER 50 FPM AT 1.5 DEGREE F BELOW MEAN REPRESENTATIVE, SETTINGS SHALL BE ADJUSTED OF AUTOMATICALLY A. GENERAL REQUIREMENTS: ROOM TEMPERATURE OR 10 FPM AT i DEGREE F BELOW MEAN ROOM IN ADDITION TO MANUFACTURERS SPECIFIED, THE FOLLOWING SHALL ALSO BE OPERATED CONTROLS TO OPERATE AS SPECIFIED, INDICATED AND/OR NOTED. DIVISION I APPLIES TO THIS SECTION. PROVIDE HEATING:, VENTILATING CONSIDERED EQUAL, PROVIDING CORRESPONDING MODELS TO MEET SPECIFIED AND AIR CONDITIONING* AS INDICATED, SPECIFIED AND REQUIRED FOR 1. FURNISH VIBRATION ISOLATION EQUIPMENT FOR ALL MECHANICAL TEMPERATURE. DURING RESTING CYCLE,MOVING: ,41R VELOCITY BELOW 5' LEVEL SHALL NOT BE LESS THAN 10 FPM. TEMPERATURE DIFFERENCE At REQUIREMENTS. EQUIVALENT SUBSTITUTED EQUIPMENT NAMED HEREIN SHALL BE 11. ALL DIFFUSERS, REGISTERS AND GRILLES AND ALL EQUIPMENT SHALL BE OPTIMAL SYSTEM OPERATION. EQUIPMENT AND PIPINGS A$ SPECIFIED HEREIN AND INDICATED ON THEOR BELOW THE 5' LEVEL SHALL NOT EXCEED THE FOLLOWING: 2 DEGREE F SUBMITTED TO ARCHITECT FOR APPROVAL. SUBMIT ALTERNATE SELECTION AT TiME ADJUSTED t0 MAINTAIN THE DESIGN CONDITIONS AT DESIGN LOADS. . - DRAWiNGS. THE VIBRATION ISOLATION SYSTEM SHALL BE INSTALLED IN OF BiD LISTING MAJOR EQUIPMENT. A.WORK IN THIS SECTION SHALL INCLUDE: A MANNER TO PREVENT THE TRANSMISSION OF VIBRATION FROM BELOW MEAN ROOM TEMPERATURE AT 50 FPM, 1 DEGREE F BELOW MEAN ROOM L. COORDINATE TESTS WITH THE MANUFACTURER OF EACH PIECE OF MECH EQUIPMENT. I. AIR CONDITIONING FOR ALL AREAS iN SCOPE OF WORK SHOWN ON PLANS MECHANICAL EQUIPMENT TO THE STRUCTURE. NO RIGID CONNECTION TEMPERATURE D At 10 FPM. SOUND PRESSURE LEVEL IN ALL OCTiVE BANS ITLM K4MFACTUFMk M. WiTNE55: NOTIFY ARCHITECT IN WRITING TWO WEEKS PRIOR TO TESTING AND R EACH D11�USEP SMALL NOT EXCEED NC 30 NOISE CRITERIA CURVE AIR FILTERS CAMSRlDGE, COMPLETE WITH ALL AiR CONDITIONING, EQUIPMENT, Alp, DISTRIBUTION SHALL BE PERMITTED N_z BETWEEN ROTATING OR OSGILLATI EQUIPMENT FOR TASK LEVEL WHEN DIFFUSERS OPERATE AT SPECIFIED CAPACITIES. AAF BALANCING OF ALL MAJOR EQUIPMENT IN ORDER TO ARRANGE THAT ARCHITECT'S DUCTWORK, PIPING AND CONTROLS. OR PIPING AND THE BUILDING WILL BE PERMITTED. PACKAGE AIR CONDITIONING UNITS TRANS, LENNOX, YORK REPRESENTATIVES TO WITNESS THE TESTS. 2. VIBRATION ISOLATION MANUFACTURER SHALL PROVIDE WRITTEN C. RETURN AND RELIEF AIR GRILLES: KRUEGER SERIES 65W WITH A HINGED AND INSULATION GUSTIN BACON, F1BEI?IzLAS 2. EXHAUST VENTILATION INSTRUCTIONS DEDAiLING.THE INSTALLATION AND ADJUSTMENT OF ALL REMOVABLE PERFORATED FACE TO MATCH CEILING DIFFUSERS. 309 AMCOTPOW1 11 �1114wWT L4=ATION& ROOM, AND ALL OTHER R AREAS WHERE INpIGE7ED ON THE DRAWINGS.FOR ALL TOILET ROOMS VENTILATION FOR ELEGTRC L ISOLATORS. THE MANUFACTURER SHALL REPLACE ANY VIBRATION PAR? 3 - EXECUTION AIR DISTRIBUTION EQUIPMENT EQUIPMENT FINAL LOCATIONS TO BE COORDINATED WITH ARCH OWGS. SI B. RELATED WORK IN THIS SECTION SHALL INCLUDE: ISOLATION EQUIPMENT THAT HAS BEEN INCORRECTLY ZED. D.SUPPLY AND EXHAUST WALL REGISTERS: KRUEGER SERIES 5880 WITH TWO MECHANICAL SUBCONTRACTOR SHALL COORDINATE WORK WITH ROWS OF DEFLECTION BLADES AND OPPOSED BLADE VOLUME DAMPERS SA C.CW Tl lie TURAM VANE69 1. FURNISHINGS ELECTRICAL DEVICES NECESSARY FOR MECHANICAL WORK ADJUSTABLE THRU THE FACE OF THE RECSiSTER A. INSPECTION: TURNING VANES SHALL BE INSTALLED IN ALL RIGHT ANGLE SHARP TURNS IN DUCTS. WITH THE EXCEPTION OF DISCONNECTS UNLESS OTHERWISE INDICATED THE OTHER TRADES.CONTRECTOR FOLLOWING: HiM, SUCH AS PLASTERING:ON THE DRAWINGS. OR ELECTRICAL, SHALL BE INFORMED AND INSTRUCTED TO 2A9b DUCTS AND 6140T METAL WOM I. BEFORE COMMENCING WORK REQUIRED BY THIS SECTION THE WORK OF OTHER ERODES SHALL BE INSPECTED AND VERIFIED SUCH THAT WORK ' A'' -ATiON AVOID ANY CONTACT WITH THE VIBRATION ISOLATION EQUIPMENT A. PROVIDE AND INSTALL DUCTS, PLENUMS, ACCESS DOORS, FRESH AIR INTAKES, HAS BEEN PROPERLY COMPLETED AND INSTALLED TO FACILITATE FOR VOLTAGE WIRING FOR MECHANICAL Cz CONTROLS INCLUDING: FINAL WHERE INDICATED, SPECIFIED DUCT DIMENSIONS ARE NET CLEAR DIMENSIONS, i E., 2. LINE AND LOW VOLTAGE WIRING CONDUIT FOR LINE AND LOW INSTALLATION THUS NOT REDUCING THE EFFECTIVENESS OF THE STSDEM. AND EXHAUST AIR OUTLETS AS INDICATED AND REQUIRED. ALL DUCTWORK PROPER INSTALLATION ALL MATERIALS AND METHODS REQUIRED OF CLEAR DIMENSIONS, AFTER SOUND INSULATION HAS BEEN INSTALLED.CONNECTIONS AS INDICATED ON WIRING DIAGRAMS, 3. INSPECTIONS: VIBRATION ISOLATION MANUFACTURER SHALL INSPECT SHALL BE CONSTRUCTED, ERECTED AND TESTED TO COMPLY WITH THE MOST 7141S SECTION. 3n; PUCTW0Fs<s ALL OF THE VIBRATION ISOLATION EQUIPMENT INSTALLATIONS AND RESTRICTIVE OF LOCAL CODES AND REGULATIONS, IN ADDITION DUCTWORK 3. RESPONSIBILITY FOR OBTAINING CLARIFICATION FROM INFORM THE ARCHITECT/OWNER'S REPRESENTATIVE IN WRITING OF SHALL COMPLY WiTH PROCEDURES DETAILED iN THE ASHRAE HANDBOOK OF 2• ALL HEEDING, VENTILATION AND AIR REQUIREMENTS CONDITIONING SHALL BE DUCTWORK CONNECTED TO LOUVERED OPENINGS SHALL BE TRANSITIONAL TO SIZE OF ARCHITECT/0UNER'S REPRESENTATIVE OF ANY DISCREPANCIES THAT ANY NECESSARY CORRECTIONS AND/OR ADJUSTMENTS. FUNDAMENTALS OR THE APPLICABLE STANDARDS ADOPTED BY THE SHEET INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ALL LOCAL THESE OPENINGS. EXIST BETWEEN MECHANICAL AND ELECTRICAL WORK PRIOR TO 4. VIBRATION ISOLATION EQUIPMENT SHALL BE MANUFACTURED BY A METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION. GOVERNING AUTHORITIES, THE ORIGINAL DESIGN, AND THE 313 CCN�I 1=k*6• PROCEEDING WITH THE WORK. SINGLE MANUFACTURER. ALL VIBRATION ISOLATION EQUIPMENT SHALL RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED STEEL REFERENCED STANDARDS. 4. RESPONSIBILITY FOR CORRECT AND PROPER OPERATION OF AUTOMATIC; FULLY COMPLY WITHOUT ANY DEVIATION FROM THE FOLLOWING AND PREFABRICATED SPIRAL LOCK5EAM DUCTS AND FITTINGS. B. DISCREPANCIES: PHYSICAL CONNECTIONS BETWEEN TWO DISSIMILAR METAL PIPES SHALL BE MADE ! ELECTRIC CONTROLS ANp ASSOCIATED MECHANICAL EQUIPMENT AND ALL SPECIFICATIONS AND MANUFACTURED BY MASON, M.W. SOUSES, OR B. CEILING DIFFUSERS SHALL HAVE FINAL CONNECTION MADE WiTH FLEXIBLE i. iN THE EVENT OF DISCREPANCY, THE ARCHITECT SHALL BE NOTIFIED WITH DIELECTRIC UNIONS. ELECTRIC POWER DRIVEN EQUIPMENT FURNISHED UNDER TH15 SECTION. EQUAL. THE ISOLATION MANUFACTURER SHALL INCLUDE IN THE GLASS FIBER DUCT, (CASCO SILENT FLEX-li). FLEXIBLE DUCT CONNECTION TO IMMEDIATELY_ 3.14 OPER.A►TIM G. RELATED WORK IN OTHER SECTIONS: SUBMITTAL THE FOLLOWING INFORMATION: ROUND DUCTS SHALL BE MADE WITH i/2' WIDE POSITIVE LOCKiNG STEEL STRAPS. 2. DO NOT PROCEED WITH INSTALLATION iN AREAS OF DISCREPANCY UNTIL MECHANICAL SYSTEM SHALL OPERATE QUIETLY AND WITHOUT VIBRATION OR NOISE A. ISOLATOR TYPE C. ALL BRANCH DUCT CONNECTIONS 70 MAIN SUPPLY DUCTS SHALL BE MADE ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED BY THE AND SHALL BE REGULATED OR ADJUSTED TO ARCHITECT'S SATISFACTION. 1. ALL EXPOSED PIPING, DUCTWORK AND UNFINISHED PORTIONS OF B. ISOLATOR DEFLECTION. WITH LOW LOSS FITTINGS. ARCHITECT OR ENGINEER FIXTURES AND EQUIPMENT SHALL BE PAINTED A5 OUTLINED AND 3A7;Z l:G�II iDENTIFICATIOi� SPECIFIED IN SECTION 09900. C. ISOLATOR FREE OR UNLOADED HEIGHT, D. ALL FLAT DUCT SURFACES SHALL BE DIAGONALLY CRIMPED REGARDLESS OF D. ISOLATOR PHYSICAL CHARACTERISTICS OF SPRINGS USED. SIZE.LONGITUDINAL JOINTS IN ALL DUCT SIZES MAY BE FLAT-LOCK JOINTS. A. ALL MAJOR EQUIPMENT SHALL DISPLAY FIRMLY ATTACHED METAL NAMEPLATES 2, CONCRETE WORK A5SOGIATEr� AND INCLUSIVE OF MISCELLANEOUS TRANSVERSE JOINTS AND iNTERMEDIATE BRACING SHALL BE GONSTRIGTED OF WHICH STATE NAME OF METAL IN CONNECTION WITH PITS, TRENCHES AND CATCH BASINS WITH E. SiZE OF STRUCTURAL MEMBERS ISOLATORS ARE TO SUPPORT. GALVANIZED SHEET METAL OR GALVANIZED STRUCTURAL ANGLES IN MANUFACTURER, MODEL NUMBER AND ELECTRICAL DATA. AN ADDITIONAL FOUNDATIONS OR CONCRETE PADS LOCATED UNDER BOILERS, PUMPS, F. EFFICIENCY CALCULATIONS. COMPLIANCE WITH REQUIREMENTS OF THE ASHRAE GUIDE AND LOCAL PERMANENT LABEL SHALL BE ATTACHED TO EACH PIECE OF EQUIPMENT WHICH GRILLERS AND ALL OTHER MECHANICAL EQUIPMENT, FURNISHINGS G. ANY OWNER PERTINENT INFORMATION t0 MAKE THE SUBMITTAL COMPLETE. AUTHORITIES HAVING JURISDICTION. WILL CLEARLY INDICATE BY NUMBER WHICH OPERATING AND MAINTENANCE TEMPS TESUNDER FOR SPACING AND SIZES OF CONCRETE PADS AND ANCHOR E. TRANSVERSE JOINTS ON SUPPLY DUCTS SHALL BE SEALED WiTH MASTIC OR TAPE. MANUAL EXPLAINS MAINTENANCE REQUIREMENT iN DETAIL. BOLTS UND3=R THIS SECTION. 5. BASES: WHERE SPECIFIED IN THE SPECIFICATIONS AND CNJ THE 3. MISCELLANEOUS EQUIPMENT PROVIDED BY OWNER OR UNDER OTHER DRAWINGS, ALL STRUCTURAL STEEL BASES, INCLUDING CONCRETE F. LOW PRESSURE SUPPLY DUCTS WITH INTERNAL STATIC PRESSURE IN EXCESS OF 303 , 1CNIbs SECTIONS WITH THE EXCEPTION OF EXHAUST AND VENTILATION POURING FORM BASES, SHALL BE DESIGNED AND FABRICATED BY THE 0.15' OF WATER PRESSURE SHALL HAVE LONGITUDINAL JOINTS SEALED WITH EQUIPMENT AND PIPING WITH TEMPERATURES ABOVE 140 DEGREE F OR BELOW CONNECTIONS FOR THE EQUIPMENT SHALL BE MADE UNDER THIS SECTION. VIBRATION ISOLATION MANUFACTURER. THE CONCRETE FOR THE MASTIC OR TAPE. 25 DEGREE F, LOCATED IN A POSITION To INFLICT DANGER DO PERSONNEL 4. ELECTRICAL WORK AS SPECIFIED WiLL BE PROVIDED UNDER DIVISION 16_ POURING FORM BASES SHALL BE BY OTHERS. G. LOCK JOINTS SHALL BE HAMMERED TO ENSURE THEY ARE AIRTIGHT. INSIDE OF OR CREATE A FIRE HAZARD, SHALL BE PROPERLY GUARDED OR COVERED B. TECHNICAL REQUIREMENTS: DUCT SHALL PRESENT A SMOOTH SURFACE TO FLOW OF AiR WITH INSULATION OF TYPE SPECIFIED. BOLTS,GEARS, CHAINS, PULLEYS, COUPLINGS, A. CONDUIT FOR LINE WIRINGS FOR EQUIPMENT AND DEVICES AS PROJECTINIG SET SCREWS, KEYS AND OTHER ROTATING OR RECIPROCATING INDICATED OR SPECIFIED EXCEPT CONDUIT FOR LINE AND LOW 1_ ISOLATORS SHALL BE DESIGNED OR TREATED FOR RESISTANCE TO H. CHANGES IN SiZE OF DUCTS SHALL INCREASE GRADUALLY WiTH A SLOPE OF NOT PARTS SHALL BE COVERED OR PROPERLY GSUARDED.PROVIDE GUARD RAILS, ETC., VOLTAGE WIRING FOR MECHANICAL EQUIPMENT CONTROLS AS CORROSION. STRUCTURAL STEEL BASES SHALL BE CLEANED AND WELDING MORE THAN 1:5 RATIO WHERE POSSIBLE, BUT NO GREATER THAN 1:3 RATIO IN TO ENSURE SAFE OPERATION AND MAINTENANCE OF EQUIPMENT. SPECIFIED UNDER DIVISION 15. SLAG REMOVED AND PAINTED WITH A GOAT OF RED LEAD PRIMER-FINISH ANY EVENT. 3 MVITIAL ` � COMPOSED OF BASIC LEAD SILICON CHROMATE. ALL NUTS, BOLTS, AND I. TURNS SHALL BE CONSTRUCTED WITH A THROAT RADIUS OF NOT LESS THAN THE PRIOR TO OPERATING ANY MECHANICAL SYSTEMS, EQUIPMENT BEARINGS SHALL BE B. LINE WIRING FOR EQUIPMENT AND DEVICES AS INDICATED OR WASHERS ASSOCIATED WITH ISOLATOR SHALL BE ZING-ELECTROPLATED. DUCT WIDTH. SPECIFIED HEREIN EXCEPT LINE AND LOW VOLTAGE WIRING FOR 2. ALL EQUIPMENT SHELL BE EQUIPPED WiTH SEISMIC RESTRAINTS t0 J. HORIZONTAL DUCTWORK SHALL BE STRONGLY SUPPORTED W17H GALVANIZED LUBRICATED AND BOLTS, PULLEYS, AND OTHER MOVING PARTS CHECKED FOR MECHANICAL EQUIPMENT CONTROLS AS SPECIFIED UNDER COMPLY WITH THE REQUIREMENTS OF ALL GOVERNING AGENCIES.THE HANGERS t0 COMPLY WITH THE REQUIREMENTS OF THE ASHR.4E GUIDE AND ALIGNMENT AND TOLERANCES SO AS TO COMPLY WITH MANUFACTURER'S OPERATING DIVISION 15. INSTRUCTION, PIPING AND LIQUID SYSTEMS WiLL BE REQUIRED TO BE FLUSHED OUT VIBRATION MANUFACTURER SHALL DESIGN AND SUPPLY THESE LOCAL AUTHORITIES HAVING JURISDICTION. C. PROVIDING DISCONNECT SWITCHES. RESTRAINTS. SUSPENDED EQUIPt`1ENT AND PIPING SHALL BE AND FILLED WITH OPERATING FLUIDS. AFTER TESTS, VALVES END OTHER PARTS OF K. PLENUMS SHALL BE CONSTRUCTED OF 18 GAUGE GALVANIZED SHEET STEEL. WORK SHALL BE ADJUSTED TO ENSURE QUIET OPERATION STRAINERS SHALL BE D.FURNISHINGS AND INSTALLING ELECTRICAL DEVICES SUCH AS RESTRAINED BY STEEL CABLE. THIS CABLE AND THE METHOD OF PLENUM HORIZONTAL REINFORCING SHALL BE MAXIMUM OF 46 INCH CENTERS CLEANED OUT BY REMOVING AND WASHING BASKET OR SCREEN, PRIOR TO STARTERS AND DISCONNECTS, WHERE INDICATED. INSTALLATION SHALL BE THE RESPONSIBILITY OF THE MECHANICAL BY 1-1/2' x 1-1/4' x 1-1/8' GALVANIZED ANGLES AND REINFORCED VERTICALLY START-UP AND COMPRESSOR$ SHALL HAVE LUBRICATING OIL CHANGED BEFORE 5. VIBRATION ISOLATION EQUIPMENT AND SEISMIC RESTRAINTS SHALL BE CONTRACTOR AND SHALL BE INSTALLED IN SUCH A MANNER AS TO NOT BY I-1/2' STANDING SEAMS START-UP. VIBRATION AND NOISE SHALL BE SUPPRE65ED. PROVIDED FOR ALL MECHANICAL EQUIPMENT AND PIPING. ALL SHORT CIRCUIT THE VIBRATION ISOLATION EQUIPMENT. THE L. PLENUM ACCESS DOORS 24' x 54' MINIMUM SIZE SHALL BE GALVANIZED SHEET ROOF MOUNTED EQUIPMENT AND SUSPENDED EQUIPMENT SHALL CONTRACTOR SHALL SUBMIT DETAILS AND DRAWINGS FOR APPROVAL. 3 D CLE44MVfi OF ECdJ11m10W,MATMAL6 AND HINT' ll8ll:Ek STEEL AND FI�4ME3 SECbJR€LY REINFORCED TO PREVENT SREATF•ktsl�z. DOOR REFER TO SECTION 'CLEANUP AND DISPOSAL.' ALL EQUIPMENT AND MATERIALS HAVE SEISMIC RESTRAINTS CAPABLE OF WITHSTANDING: A HORIZONTAL 2.02 PACKAdW �TOp NsA s WIT: SHALL BE OF SAME GAUGE AS THE DUCT OR CASING AND SHALL HAVE 1' FORCE AND VERTICAL FORGE BASED ON THE 2001 CBC SECTION 1632, INSUf._ dt101.i W!'rw GAL VAN.7Fn cuFEFT STEEL ON! E!THFp S-!M5. Accr:Se r,nnam SHALL BE CLEANED THOROUGHLYLEAVE SURFACES SUITABLE FOR PAINTING, ALL DUCTWORK AND PIPING SHALL HAVE SEISMIC RESTRAINTS WHICH FUFUv; 4 AND INSTALL CARRIER PACKAGED ROOFTOP HEAT PUMP UNITS OF TYPES _' � ^ ' SMOOTH CLEAN AND READY FOR PAINTERSLEAVE ENTIRE PREMISE CLEAN, SHALL BE HUNG ON 5' TEE HINGES AND WITH ONE OR MORE CATCHES WHICH ' � COMPLY WITH SMAGNA AND TITLE 24. AND SIZES INDICATED ON DRAWINGS. UNITS SHALL BE FULLY ASSEMBLED AND SHALL BE OPERABLE FROM BOTH SIDES AND SIMILAR TO VENTFABRIS, INC. 260 REMOVING UNUSED MATERIALS, RUBBISH, DEBRIS, GREASE SPOTS AND DIRT LEFT SHE TESTED COMPLETE WITH REFRIGERANT CHARGE AND READY FOR IMMEDIATE USE. SHA L BE LATCH. DOORS SHALL SIDES HUNG TO OPEN AGAINST PRESSURE AND BY SUBGONTRACTORS.REMOVE,CLEAN AND REPLACE PIPELINE STRAINERS AFTER Ar1 i GxIALITf ,At68tIIQANC€: A. UNIT SHALL BE RATED IN ACCORDANCE WITH ARI STANDARDS 210/240 OR 360 SHALL BE FITTED WiTH FELT TO INSURE AIRTIGHTNESS. SYSTEMS HAVE BEEN OPERATIONAL FOR A PERIOD OF 30 CALENDAR DAYS. A. CODES AND STANDARD$: IN ADDITION TO THE REQUIREMENTS OF ALL AND 210 AND DESIGNED IN ACCORDANCE WITH UL STANDARD 1995. 3" 10=11311� AND MATED GOVERNING CODES, LOCAL ORDINANCES AND AGENCIES, COMPLIANCE UNIT SHALL BE UL-TESTED AND CERTIFIED IN ACCORDANCE WITH ANSI Z21.41 M. FLEXIBLE CONNECTIONS FOR SUPPLY AND RETURN AIR DUCTS SHALL BE 16 OZ. t0 THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS: STgNpAr+DS AND UL-LISTED. AIRTIGHT 'VENTGLAS' NONCOMBUSTIBLE FABRIC WITH A COATING OF FIRE INSTALL ALL EQUIPMENT AND MATERIALS AS PER MANUFACTURER'S RECOMMENDATIONS. I. CALIFORNIA BUILDING CODE 2001 EDITION. RETARDANT NEOPRENE ON OUTSIDE.FLEXIBLE CONNECTION SHALL BE 3An :-C iN.iTY: UNIT CASING SHALL BE CAPABLE OF WITHSTANDING 500-HOUR SALT SPRAY ATTACHED TO DUCTWORK BY LOCK SEAM AND SHALL BE NO LONGER THAN 6'.2. CALIFORNIA MECHANICAL CODE 2001 EDITION EXPOSURE PER ASTM Bill, PROVIDE AT ALL DUCT CONNECTIONS TO MECHANICALINSTALLATION OF WORK SHALL BE READILY ACCESSIBLE FOR NORMAL OPERATION,EQUIPMENT. INgpfL OF INSTRUMENTS, ADJUSTMENT, SERVICE, INSPECTION AND REPAIR PROVIDE 3. HEALTH AND SAFETY CODE, STATE OF CALIFORNIA. B. UNIT CABINET SHALL BE CONSTRUCTED OF GALVANIZED STEEL, AND SHALL BE N. TAPE TRANSVERSE JOINTS ON MAIN COLD SUPPLY AiR DUCTS WITH 4' WIDE 4 OZ ACCESS PANELS WHERE INDICATED AND REQUIRED. ACCESS PANELS SHALL BE THE 4. NATIONAL BOARD OF FiRE UNDERWRITER'S PUBLICATIONS: BONDERiZED AND COATED WiTH A PREPRINTED BAKED ENAMEL FINISH ON ALL CANVAS SATURATED WITH AR450L. ADDITIONAL COATS OF ARABOL SHALL BE RESPONSiBILItY OF THE RESPECTIVE SUBCONTRACTOR A. PAMPHLET 10: NATIONAL ELECTRICAL CODE. EXTERNALLY EXPOSED SURFACES. APPLIED TO ENSURE DUCTWORK IS COMPLETELY AIRTIGHT. 3A6 GY6TIEM S4LANOWi s EVAPORATOR FAN COMPARTMENT INTERIOR CABINET SURFACES SHALL BE 2A6 7UP1111104 VANM B. PAMPHLET90A: AIR CONDITIONING SYSTEMS. INSULATED WITHA MINIMUM 1/2-IN. THICK, 1 LB. DENSITY, FLEXIBLE FIBERGLASSA. SUBMITTED BALANCING DATA SHALL SHOW AiR FLOW At EACH OUTLET, ,d,, >:307H DUCT DIMENSIONS (HEIGHT AND WIDTH) LESS THAN 48' USED BARBER- OUTSIDE AIR, RETURN AIR, TOTAL SUPPLY AIR,FAN RPh1,FAN PRESSURES, 5. SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL INSULATION, NEOPRENE GOOSED ON THE AIR SIDE. COLEMAN AIR TURNS WiTHOUT SPLICING OR APPROVED DOUBLE THICKNESS WATER QUANTITIES AND TEMPERATURES AND ANY OTHER DATA DEEMED ASSOCIATION (SMACNA) STANDARDS. UNIT SHALL HAVE A FACTORY-INSTALLED FILTER ACCESS PANEL DO PROVIDE AIRFOIL VANES. NECESSARY TO SHOW THAT PROPER ADJUSTMENTS HAVE BEEN MADE B. GUARANTEES: IN ADDITION! TO EQUIPMENT WARRANTIES, PROVIDE A FILLER ACCESS WITH TOOL-LESS REMOVAL. iF IN THE OPINION OF ARCHITECT THE AIR BALANCE TEST RESULTS ARE WRITTEN GUARANTEE FORM REQUIRED UNDER DIVISION I AGAINST DEFECTS C. INDOOR FAN SHALL BE DIRECT OR BELT DRIVEN AS SHOWN ON THE EQUIPMENT B. EITHER DUCT DIMENSION (HEIGHT AND WIDTH) GREATER THAN 48' USE: DOUBLE THICKNESS AIRFOIL VANES OF APPROVED PATTERN. DEEMED UNACCEPTABLE AND THE CONTRACTOR DOES NOT SATiSFY IN MATERIALS AND WORKMANSHIP FOR ONE YEAR GUARANTEE SHALL BE DRAWINGS. BELT DRIVE SHALL INCLUDE AN ADJUSTABLE-PITCH MOTOR PULLEY. SYSTEM BALANCINK REQUIREMENTS, AN INDEPENDENT BALANCING INCLUSIVE OF REPAIR OF DAMAGE TO OR REPLACEMENT OF ANY PORTION FAN WHEEL SHALL BE DOUBLE-INLET TYPE WITH FORWARD-CURVED BLADES. C. RECTANGULAR DUCT SMOOTH RADIUS EL50UJIS USE - MULTIPLE SPLITTER COMPANY WILL BE RETAINED TO BALANCE ALL SYSTEMS. ALL ADDITIONAL OF EQUIPMENT OR PREMISES CAUSED BY LEAKS OR BREAKS IN PIPE OR BEARINGS SHALL BE SEALED, PERMANENTLY LUBRICATED BALL-BEARINGS VANES. COSTS FOR THIS SERVICE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR EQUIPMENT PROVIDED UNDER THIS SECTION. TYPE FOR LONGER LIFE AND LOWER MAINTENANCE. 3A I DAfNM'M AND LOWNRIN im3 SlJBMITTAi.By INDOOR FAN SHALL BE MADE FROM STEEL WITH ACORROSION-RESISTANT FINISH B. TESTS SHALL BE WITNESSED BY OWNER'S REPRESENTATIVE AND SUBMITTAL A. BALANCING VOLUME DAMPERS SHALL BE INSTALLED IN EACH BRANCH DUCT DATA SIGNED BY OWNER'S REPRESENTATIVE PRIOR To FINAL INSPECTION. REFER TO DIVISION i FOR PROCEDURES. AND SHALL BE DYNAMICALLY BALANCED. AND IN EACH MAIN DUCT TO ENSURE FOR COMPLETE AIR BALANCING.FURNISH G. AIR BALANCE SUBCONTRACTOR SHALL VERIFY THAT VOLUME DAMPERS HAVE OUTDOOR FAN SHALL BE OF THE DIRECT-DRIVEN (WITH TOTALLY ENCLOSED EACH MANUAL VOLUME DAMPER WITH BEARINGS AND AN ADJUSTING DEVICE A. SHOP DRAWINGS: MOTORS) PROPELLER TYPE AND SHALL DISCHARGE AIR VERTICALLY. HAVING A LOCKING MECHANISM. PROVIDE ACCESS PANELS To VOLUME BEEN INSTALLED FOR ADEQUATE AIR BALANCING AND THAT AIR LOSS IN I. SHOW ALL DETAILS OF ALL DUCTWORK, DUCT SUPPORTS, PIPING AND OUTDOOR FAN SHALL HAVE ALUMINUM BLADES RIVETED TO CORROSION- DAMPERS IF CONCEALED OR INACCESSIBLE THROUGH CEILING OR WALL. DUGTWORC IS NON EXISTENTALL LEAKS iN DUCT JOINTS SHALL BE REPAIRED SUPPORTS AND MECHANICAL EQUIPMENT PADS AND SUPPORTS. RESISTANT STEEL SPIDERS AND SHALL BE DYNAMICALLY BALANCED. BY CONTRACTOR B. BALANCING DAMPERS WHERE NEITHER DUCT DIMENSION EXCEEDS 1-1' CAN BE D. BALANCING WORK INCLUDED: � B. PRODUCT DATA: D. COMPRESSOR SHALL BE FULLY HERMETIC TYPE, INTERNALLY PROTECTED SITE FABRICATED BUTTERFLY TYPE CONSISTING OF A BLADE CONSTRUCTED OF SCROLL-TYPE, FACTORY MOUNTED ON RUBBER GROMMETS AND INTERNALLY 1S GAUGE GALVANIZED STEEL SECURELY RIVETED OR WELDED AT ITS CENTER 1. CONDUCT COMPLETE AND COMPREHENSIVE TESTING AND BALANCING OF i. WITHIN 35 DAYS AFTER AWARD OF CONTRACT AND PRIOR TO DELIVERY SPRING MOUNTED FOR VIBRATION ISOLATION. AXiS TO A SQUARE OPERATING ROD OR SHALL HAVE AIR BALANCE AG-ill ALL SYSTEMS, DISTRIBUTION PIPING, AiR TESTING AND BALANCING OF TO THE JOB SITE OF ANY MATERIALS OF THIS SECTION, CONTRACTOR OR AC-112 BUTTERFLY TYPE INSTALLED_ ALL EXHAUST SYSTEMS, AIR HANDLING UNiTS, AND AIR DISTRIBUTION SHALL SUBMIT SEVEN COMPLETE BROCHURES OF ALL MATERIALS AND E_ STANDARD INDOOR AND OUTDOOR COILS SHALL HAVE COPPER OR ALUMINUM B. BALANCING DAMPERS WHERE EITHER DUCT DIMENSION EXCEEDS 18' SHALL EQUIPMENT COMPLETE AS HEREIN SPECIFIED. EQUIPMENT, IN CONJUNCTION WITH ALL SHOP DRAWING SUBMITTALS PER PLATE FiNS MECHANICALLY BONDED TO SEAMLESS INTERNALLY GROOVED HAVE AIR BALANCE AB-2,OPPOSED BLADE TYPE INSTALLED. 2. ALL SYSTEM BALANCING SHALL BE CONDUCTED BY INDEPENDENT piVISION I OF THESE SPECIFICATIONS. COPPER CUBES COIWITLS ALL JOINTS BRAZED. D. BACKDRAFT DAMPERS: AiR BALANCE BS 16, BS 20, BS 40, 5642, AGENCY CERTIFIED BY AABC. PROOF OF QUALIFICATIONS SHALL BE 2. PRODUCT DATA SHALL INCLUDE ALL AiR CONDITIONING EQUIPMENT, BONDER-TOFIN COILS SHALL BE AND CO CONSTRUCTED OF COPPER FINS MECHANICALLY E. STATIONARY LOUVERS: AIR BALANCE A435, A635. SUBMITTED TO ARCHITECT FROM EACH SPECIALTY CONTRACTOR HANGERS,FANS, DUCTWORK CONSTRUCTION AND OTHER ASSOCIATED BONDED TO COPPER TUBES ,AND COPPER TUBE SHEETS. CERTIFIED TO PERFORM SUCH SERVICES. STANDARD ITEMS AS REQUIRED TO COMPLEMENT SHOP DRAWINGS. GALVANIZED STEEL TUBE SHALL NOT BE ACCEPTABLE. 2AS LMCM AND G,48KE'I8S 3. ALL BALANCING SHALL BE COMPLETED TO THE SAt1SFAGTION OF THE 3. MANUFACTURERS AND SUPPLIERS OF EQUIPMENT SHALL PROVIDE ALL S POLYMER STRIP SHALL PREVENT COIL OT NTIAL 15LY FROM GALVANIC CORROSION THE A. UNIONS FOR COPPER TUBING: ANACONDA 1633 OR 1133. ARCHITECT.SHOULD THE CONTRACTOR REFUSE OR NEGLECT TO SHEET METAL COIL PAN To MINIMIZE POTENTIAL FOP, csALVANIC CORROSION NECESSARY DATA TO COMPLY WITH THE STATE OF CALIFORNIA B. DIELECTRIC UNIONS: EPCO, COMPLETE WITH ISOLATORS AND GASKETS OF SAME BALANCE THE SYSTEM TO THE ARCHITECT'S SATISFACTION, SUCH BUILDING ENERGY EFFICIENCY STANDARDS. COMPLIANCE CERTIFICATION BETWEEN COIL AND PAN. ALL COPPER VIRON CONSTRUCTION SHALL PROVIDE SIZE AS PIPE, GALVANIZED OR BLACK TO BE DETERMINED FOR APPLICATION_ BALANCING SHALL BE PERFORMED BY AN INDEPENDENT AGENCY AT THE PROTECTION IN MODERATE COASTAL ENVIRONMENTS. FOR ALL EQUIPMENT SHALL BE INCLUDED iN EQUIPMENT SUBMITTALS CONTRACTOR'S EXPENSE. E-COATED ALUMINUM-FIN COILS SHALL HAVE A FLEXIBLE EPDXY POLYMER C. DIELECTRIC FLANGES: F.R. MALONEY CO. FLANGES FOR CATHODIC INSULATION. CHANGES, INSTALL ADDITIONAL 4. THE CONTRACTOR SHALL MAKE DRIVE C. RECORD DRAWINGS: PROJECT RECORD DRAWINGS SHALL BE MAINTAIN COATINGS UNIFORMLY APPLIED TO ALL COIL SURFACE AREAS WITHOUT MATERIAL D. GASKETS: 1/16' GARLOCK 11022. THRU OUT THE PROGRESS OF THE WORK IN ACCORDANCE WITH SECTION 01120 BRIDGING BETWEEN FINS. COATING: PROCESS SHALL ENSURE COMPLETE DAMPERS, VANES, GRILLE BAFFLES, E E REQUIRED ON THE JOB, TO ACHIEVE THE OBJECTIVE OTHER ITEMS, A AS MAY MAY B B BALANCING AND SUBMITTED TO THE ARCHITECT IN COMPLIANCE WITH THE ABOVE SECTIOI-L COIL ENCAPSULATION. 209 INBUI".ATICt D. OPERATING MANUALS AND MAINTENANCE MANUALS: F. REFRIGERANT CIRCUIT COMPONENTS SHALL INCLUDE FIXED ORIFICE METERING ALL INSULATION SHALL COMPLY WITH THE STATE OF CALIFORNIA ENERGY EFFICIENCY BALANCING THE SYSTEM TO THE ARCHITECT'S SATISFACTION. 1. SUBMIT THREE COPIES OF ALL OPERATING INSTRUCTIONS AND SYSTEM, REFRIGERANT FILTER DRIER, REVERSING VALVE, SERVICE GAGE STANDARDS. INSTALL PiPE INSULATION AFTER PIPING IS INSTALLED, TESTED AND E. VERIFICATION OF CONDITIONS: PRIOR TO CONDUCTING ANY TESTING AND MAINTENANCE MANUALS IN ACCORDANCE WITH DIVISION 1. CONNECTIONS ON SUCTION, DISCHARGE, AND LIQUID LINES. APPROVED, AND IS IN CLEAN DRY CONDITION. FIRMLY BUTT INSULATION JOINTS. BALANCING, INSPECT E0UirMI=NT AND MATERIALS AND Afi�R,aNczE WITH CONTRACTOR FOR SATISFACTORY CORRECTION OF ALL DEFECTS IN 2. FULLY INSTRUCT OWNER'S OPERATING PERSONNEL AND DEMONSTRATE G. STANDARD FILTER SECTION SHALL CONSIST OF FACTORY-INSTALLED, A. THERMAL- DUCT INSULATION: INSULATE ALL CONCEALED MAIN SUPPLY AIR WOieKMANSHiP AND/OR MATERIAL THAT COULD DISAFFECT THE WORK ALL ASPECTS OF EQUIPMENT PERFORMANCE, OPERATION AND LOW VELOCITY, THROWAWAY 2-IN. THICK FiBERGSLASS FILTERS OF DUCTS END PLENUMS UNLESS OTHERWISE SPECIFIED, WiTH J-M MiCROLITE SPECIFIED HEREIN. MAINTENANCE. AMOUNT OF TIME ALLOCATED FOR SAID INSTRUCTION COMMERCIALLY AVAILABLE SIZES. FIBERGLASS DUCT INSULATION, FOIL-FACED, 3/4 LB. DENSITY, 1-1/2' THICK F. PROTECTION: AS SPECIFIED HEREINBEFORE. AND DEMONSTRATIONS OF EQUIPMENT AND SYSTEMS SHALL BE INSULATION SHALL BE WRAPPED ENTIRELY AROUND DUCT WITH JOINTS LAPPED INCORPORATED IN THESE OBLIGATIONS. SUBMIT A LETTER t0 H. UNiT CONTROLS SHALL BE COMPLETE WITH SELF-CONTAINIED LOW-VOLTAGE AT LEAST 2' AND SECURED WiTH I6 GAUGE GALVANIZED WIRE ON 12, CENTERS. G. AGENCY: BALANCING OF ALL SYSTEMS SHALL BE SUPERVISED BY AN CONTROL CIRCUIT PROTECTED BY A FUSE ON THE 24-V TRANSFORi'1ER SiDE. INSULATION SHALL COVER ALL SURFACES INCLUDING: STANDING SEAMS, INDEPENDENT AGENCY WHICH SPECIALIZES IN BALANCiNG AND TESTING OF ARCHITECT SIGNED BY OWNER'S REPRESENTATIVE WHO WILL OPERATE UNIT SHALL INCORPORATE A SOLID-STATE COMPRESSOR PROTECTOR WHICH MECHANICAL SYSTEMS, HEREINAFTER REFERRED TO AS THE AGENCY. SYSTEMS STATING THAT HE HAS BEEN FULLY INSTRUCTED BY B. EXPOSED GOLD AIR DUCTS: SHALL BE LINED WITH J-M LINACOU6TIC, CONTRACTOR CONCERNING OPERATION AND MAINTENANCE OF PROVIDES ANTI-CYCLE RESET CAPABiLItY AT THE SPACE tHERM05TEt. P THICK, 1-i/2 LB. DENSITY COATED FIBERGLASS DUCT LINTER IN ACCORDANCE H. SYSTEM OPERATION: CONTRACTOR SHALL PUT ALL COMPONENTS OF SYSTEMS EQUIPMENT AND SYSTEM. i. INTEGRATED ECONOMIZER WITH INTEGRATED INTEGRAL MODULATING TYPE WITH NFPA 90-A REQUIREMENTS. THE CUT LINTER SHALL NOT HAVE IN FULL OPERATION AND SHALL CONTINUE THE OPERATION OF SAME DURING 3. SUBMIT ONE ADDITIONAL SET OF APPROVED INSTRUCTIONS AND ONE CAPABLE OF SIMULTANEOUS ECONOMIZER AND COMPRESSOR OPERATION, AN AIR FRICTION CORRECTION FACTOR GREATER THAN 1.1 AT A VELOCITY OF EACH WORKINGS DAY OF TESTING: AND BALANCING. ADDITIONAL SET OF APPROVED CONTROL DIAGRAM SUITABLY FRAMED CAPABLE OF INTRODUCING UP To 100% OUTDOOR AIR AND SHALL BE EQUIPPED 3000 FPM. INSULATION SHALL BE APPLIED TO THE INSIDE OF DUCTS WITH AN 1. SUBMITTALS: WITHIN 90 DAYS AFTER THE START OF CONSTRUCTION BEHIND GLASS FOR MOUNTING AS INSTRUCTED. WiTH A 100% BAROMETRIC RELIEF DAMPER. APPROVED FIRE RETARDANT ADHESIVE TO PROVIDE 100% COVERAGE AND A CONTRACTOR SHALL SUBMIT A COMPLETE TESTING AND BALANCING PROCEDURE ECONOMISER SHALL PROVIDE CONTROL OF INTERNAL BUILDING PRESSURE SMOOTH SURFACE. IN DUCTS WITH ONE SIDE GREATER THAN 1211, SECURE INSULATION DETAILING ALL TEST EQUIPMENT THAT WILL BE USED, TESTING PROCEDURES, A. PROTECTION: ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PROTECT THROUGH ITS ACCESSORY TWO-STAGE POWER EXHAUST FUNCTION. WITH MECHANICAL FASTENERS IN ADDITION TO ADHESIVE, SPACED AT 14' TEST DATA SHEETS, SYSTEMS SCHEMATICS, AND POINT OF TESTING. GENDERS IN BOTH DIRECTIONS. THE MATERIALS OF THIS SECTION BEFORE, DURING, AND AFTER INSTALLATION., CENTERS TOILET E ST FAA& MECHANICAL FASTENERS SHALL BE FLUSH WITH THE LINER SURFACE AND i. TEST DATA. SUBMIT 8 COPIES OF TEST DATA TO ARCHITECT UPON B. REPLACEMENTS- ANY OCCURRENCE OF DAMAGE, SHALL TRIGGER IMMEDIATE SHALL BEGIN WITHIN 2' OF THE LEADING EDGE OF EACH SECTION AND WITHIN 3' COMPLETION OF WORK UNDER THIS SECTION. REPAIR OF ALL DAMAGED AND DEFECTIVE WORK t0 THE APPROVAL OF THE GREENHECK MODEL, SIZE AND CAPACITY INDICATED. OF THE LEADING EDGE OF ALL CROSS JOINTS WITHIN THE DUCT SECTION. ALL 2. CERTIFICATE: AGENCY SHALL PROVIDE CERT(FiCA710N IN WRITING ARCHITECT AT NO ADDITIONAL COST TO OWNER. A. FAN WHEEL SHALL BE CENTRIFUGAL BACKWARD INCLINED, CONSTRUCTED OF EXPOSED EDGES AND THE LEADING EDGE OF ALL CROSS JOINTS OF THE LINER THAT SYSTEM HAS BEEN ADJUSTED AND BALANCED AND DESIGN ALUMINUM, AND WHEEL SHALL BE STATICALLY AND DYNAMICALLY BALANCED. SHALL BE HEAVILY COATED WITH AN APPROVED FIRE RESISTANT ADHESIVE. THE CONDITIONS HAVE BEEN ACHIEVED IN ALL AREAS OF BUILDING. THE FAN HOUSINGS SHALL BE CONSTRUCTED OF HEAVY GAUGE ALUMINUM WITH DUCT LINER SHALL BE GUT TO ASSURE SNUG CLOSING CORNER JOINTS, THE J. INSTRUMENT5: INSTRUMENTS USED BY CONTRACTOR SHALL BE ACCURATELY A. EXAMINATION OF THE SITE: EXAMINE THE SITE PRIOR TO BiD AND INCLUDE ALL A RIGID INTERNAL SUPPORT STRUCTURE AND A BIRDSCREEN. FANS SHALL BEAR BLACK SURFACE OF THE LINER SHALL FACE THE AIR STREAM, TRANSVERSE CALIBRATED AND MAINTAINED IN GOOD OPERATIONAL ORDER INSTRUMENTS 104 F1lli F PROPOSAL UNDER WHICH WORK iS TO BE PERFORMED. THE AMCA RATINGS SEAL FOR AiR AND SOUND PERFORMANCE. JOINTS SHALL BE NEATLY BUTTED AND ALL DAMAGED AREAS SHALL BE SHALL BE CERTIFIED BY THE MANUFACTURER, OR AN APPROVED TEST LABORATORY B, MOTOR SHALL BE HEAVY DUTY BALL BEARING TYPE. DRIVE FRAME ASSEMBLY HEAVILY COATED WiTH AN APPROVED FIRE RESISTANT ADHESIVE. WITHIN ONE YEAR OF THE TESTING OATEf SUBMIT THIS CERTIFICATE TO ARCHITECT. A, PERMITS AND FEES: CONTRACTOR SHALL ARRANGE, APPLY AND PAY FOR ALL SHALL CONSTRUCTED OF HEAVY GAUGE STEEL, MOTORS AND DRIVES SHALL BE C. CONTRACTOR'S OPTION: CONCEALED MAIN SUPPLY AIR DUCTS AND PLENUMS TEST INSTRUMENTS PROVIDED BY CONTRACTOR FOR DELIVERY TO OWNER MAY NECESSARY PERMITS, INSPECTIONS, EXAMINATIONS, FEES AND CHARGES MOUNTED ON VIBRATION ISOLATORS, OUT OF THE AIR STREAM AND READILY MAY BE LINED IN LIEU OF EXTERNAL WRAPPING WHERE SPECIFIED. BE USED TO PERFORM PART OF THE SYSTEM BALANCING. REQUIRED BY PUBLIC AUTHORITIES HAVING JURISDICTION. ACCESSIBLE FOR MAINTENANCE. MOTOR SHEAVES SHALL BE ADJUSTABLE AND D. SOUND DUCT INSULATION: WHERE SHOWN, SOUND INSULATE AIR DUCTS AS K AIR DISTRIBUTION TESTING AND BALANCING: B. LOCATIONS AND ACCESSIBILITY: CONTRACTOR SHALL BE COMPLETELY V-BELT DRIVES SIZED TO A MINIMUM OF 150% OF DRIVEN HORSEPOWER SPECIFIED FOR EXPOSED COLD SUPPLY AiR DUCTS t RETURN! AIR DUCTS. 1. MAKE PITOT TUBE TRANSVERSE OF MAIN SUPPLY DUCTS AND OBTAIN tft J0#F �,SARDING ANY PECULIARITIES AND LIMITATIONS OF SPACES C, FAN SHAFTS SHALL BE MOUNTED iN PERMANENTLY SEALED, LUBRICATED E. ALL DUCT INSULATION SHALL HAVE A MINIMUM THERMAL RESISTANCE OF 42 DESIGN CFM At FANS AT SIMULATED FULL LOAD CONDITIONS. AVAIL BLE FOR INSTALLATION OF WORK UNDER THiS SECTION. VALVES, MOTOR PILLOW BLOCK BALL BEARiW35, WITH A MINIMUM LIFE iN EXCESS OF 100,000 EXCLUSIVE OF FILM RESISTANCE AND FULLY COMPLY WITH 2O01 CALIFORNIA 2. TEST AND ADJUST SYSTEM FOR DESIGN RETUi U AND EXHAUST AIR GEM. CONTROLS AND ALL OTHER DEVICES REQUIRING SERVICE, MAINTENANCE AND HOURS At MAXIMUM OF 150% OF DRIVEN HORSEPOWER MECHANICAL CODE TABLE 6-4. ADJUSTMENT SHALL BE LOCATED IN POSITIONS OF FULL ACCESS. ACCESS F. ALL SUPPLY AND RETURN AIR DUCTWORK FROM A/C UNIT DOWN TO TENANT SPACE 3. TEST AND ADJUST SYSTEM FOR OUTSIDE AIR DESIGN CFM. L06 P'1 BE PROVIDED WHERE NECESSARY IN DUCTWORK OR 204 PPPJNM,WEG18"M AND GIRLLM EXPOSED IN WAREHOUSE AREA SHALL BE WRAPPED WITH INSULATION AND FINISHED 4. ADJUST ALL MAIN SUPPLY AND RETURN AIR DUCT t0 PROPER DESIGN CFM. CONSTRICTION WHETHER SPECIALLY DETAILED OR NOT, AND RENDER ALL WITH A SiLVER COLOR FACING OR A BLACK COLOR FACING. VERIFY WITH ARCHITECT SUCH DEVICES ACCESSIBLE. PROVIDE AIR DISTRIBUTION EQUIPMENT OF THE INDICATED SIZES AND CAPACITIES. FOR EXACT COLOR OPTION. 5. ADJUST ALL ZONES TO PROPER STATIC PRESSURE, DESIGN MINIMUM AND A. COLORS: PROVIDE AND INSTALL AIR DISTRIBUTION EQUIPMENT WITH FACTORY C. SCAFFOLDING: PROVIDE ALL SCAFFOLDING, RIGGING AND HOISTING AS 2.1® T�I'6lQA?t,ME� CON'tlw�.,, MAXIMUM CFM AND AIR TEMPERATURE. REQUIRED FOR THE PROPER EXECUTION OF THE WORK. FINISHED ENAMEL OF COLOR TO MATCH TILE AS SELECTED. SUaNi T PAINT 6, TEST AND ADJUST EACH DIFFUSER,GRILLE AND REGISTER TO UJiTHili ;/- ime D. DRAWINGS: DRAWINGS SHOW DESIRED LOCATION AND ARRANGEMENT OF SAMPLES FOR APPROVAL BY ARCHITECT. A.FURNISH EQUIPMENT AND SERVICES NECESSARY FOR PROPER INSTALLATION OF A OF SPECIFIED DESIGN REQUIREMENT. DUCTWORK, PIPINGS, EQUIPMENT AND OTHER ITEMS, AND SHOULD BE ADHERED B. SQUARE CEILING DIFFUSERS: PROVIDE KRUEGER SERIES 6500 PERFORATED FACE COMPLETE AUTOMATIC TEMPERATURE CONTROL SYSTEM AS SPECIFIED. SUBMIT I. EACH GRILLE, DIFFUSERS, AND REGISTER SHALL BE IDENTIFIED AS TO TO AS CLOSE AS POSSIBLE. CONTRACTOR SHALL A55UME THE RESPONSIBILITY WITH CURVED BLADE CORES ALLOWING ONE, TWO, THREE AND FOUR WAY CONTROL DIAGRAM, SHOP DRAWINGS OF PROPOSED EQUIPMENT AND A SEQUENCE LOCATION AND AREA. FOR COORDINATING THE WORK WITH ALL OTHER TRADES. WORK SPECIFIED THROW PATTERNS, OF SiZE AND CAPACITY INDICATED. DIFFUSER INSTALLATION OF OPERATION WITHIN 35 DAYS AFTER AWARD OF CONTRACT. CONTRACTOR SHALL WHICH IS NOT CLEARLY DEFINED BY THE DRAWINGS SHALL BE INSTALLED AND SHALL BE ADAPTED TO CEILING SUSPENSION SYSTEM AND PERFORATED FACE PROVIDE ANY SERVICE REQUIRED FOR PROPER OPERATION FOR ONE YEAR AFTER .6. SIZE, TYPE AND MANUFACTURER OF DIFFUSERS,GRILLES, REGISTERS AND ARRANGED TO THE SATISFACTION OF THE ARCHITECT, IF CHANGES IN SHALL BE HINGED AND REMOVABLE. USE MODULAR FACE SiZE 12'x 12' OR 24'x 241. COMPLETION AND ACCEPTANCE OF ENTIRE WORK ALL TESTING EQUIPMENT SHALL BE IDENTIFIED AND LISTED, INDICATED LOCATIONS AND ARRANGSEMENTS ARE DEEMED NECESSARY BY B. SUBCONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS OF ALL AUTOMATIC MANUFACTURER'S RATINGS ON ALL EQUIPMENT SHALL BE USED TO MAKE REQUIRED CALCULATIONS. THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN 1. SUPPLY AIR SHALL ENTER INTO CONDITIONED SPECS IN SUCH A MANNER THAT ELECTRIC CONTROL EQUIPMENT INSTALLED. ACCORDANCE WITH WATER coDE TITLE 7,DIVISION I,CHAPTER 3,ARTICLE 10.8,SECTION ARCHITECT, THEY SHALL BE COMPLETED BY CONTRACTOR WITHOUT CONDITIONED AIR AND ROOM AIR IS IMMEDIATELY AND EVENLY MIXED, S. READINGS AND TESTS OF DIFFUSERS, GRILLES AND REGISTERS SHALL ACCORDANCE bS"l D NCE REQUIRING ECOM T LANDSCAPE AND IRRITATION DESIGN IN INSTALLED CHARGES PROVIDED THE MATERIALS CHANGE 15 ORDERED BEFORE WORK Ea RESULTING IN EQUALIZATION OF TEMPERATURE WITHOUT CAUSING ANY INCLUDE THE REQUIRED FPM VELOCITY AND TEST RESULT VELOCITY AFTER COOPERATION WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) INSTALLED AND NO ADDITIONAL MATERIALS ARE REQUIRED. AIR DISTRIBUTION DRAFTS THROUGHOUT ZONES OF OCCUPANCY WITH ADJUSTMENT, REQUIRED CFM, AND TEST RESULT CFM AFTER ADJUSTMENT. TEMPERATURE DIFFERENTIALS UP TO 25 DEGREE F FOR BOTH COOLING AND HEATING. AIR QUANTITIES AND THROWS SHALL BE AS SPECIFIED ON DRAWINGS. DATE WATER MANAGEMENT SPECIALIST I SERVICE DIRECTOR MRC ENGINEERING, INC. , D ,A� ,�-,,� : /N THE CITY O� PALM DESERT, CALIF'ORNiA 5 f-F E E T APQROVED BY: Jjr PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS�� �' ., - � ,{,. , . II 11 72-880 FRED WARNG DRIVE SUITE C-11 .r - - pl�l�TOLL Eli. * -- ,� , � �� � CITY ENGINEER -Mark Greenwood M vA ���� �� 0.2 11, 1$08-48 133 PALM DESERT, CALIFORNIA 92264 I �, v �, % �f , ', ,: ANc� A �?C 1 AT E 3 INC. DATE RGF o SNACK BAR I OF AT LEAST TWO PAYS (0) 760-340-9005 (F) 760-340-9100 ; � ' "! ' 57g84 EXP. b-30-OB v , 800 North Haven Avenue, Suite 300 MECHANICAL I GAS.. 3BEMOAN YQiW ��9 OFFICE LOCATIONS: PALM DESERT & IRVINE sn%-� . % - T"^ - .1 DR,gwN SEAL A5 NOTED DWG. NAME ii-15-05 PLAN U�EGK 1•iITTAL 1k4_ --- �.. s on#ano Call�ornia 917F4 5 'NLHEeR -G i F i GAT i ON5 FILE NO. www.mrcengineering.com _, t)_r �,�: ,,I 4 . � �.� Ml�U �,� DE5I6NED GPDX0015 f fff& Phone: 909.481.5750 fUNpfftRGROOND Sfeffnnct w�tm OF SOCFNEI�1 CIA PROJECT NUMBER # 4019.00 � E Y i 5 I O N 5 G�G�GGG DA11%15/p5 �I MY ® P Ir >: GP17X0000-0015 1 I i i . I PART 1 - . .. PART Z - F"ODUCTS 304 MITIAL LUMCATiCNx Lei 0118cp-r-IrIcs. 2AI YICRATION WMA71ON NGUMMTs PRIOR TO OPERATING ANY MECHANICAL SYSTEMS, EQUIPMENT BEARINGS SHALL BE N PROVIDE HEATING, VENttLATING A. GENERAL REQUIREMENTS. L. PLENUM ACCESS DOORS 24' x 54' MINIMUM SIZE SHALL BE GALVANIZED SHEET LUBRICATED AND BOLTS, PULLEYS, AND OTHER MOVING PARTS CHECKED FOR DIVISION t APPLIES TO THIS SECTIOE AND AIR CONDITIONING AS INDICATED SPECIFIED AND REQUIREDNTIL FOR 1. FURNISH VIBRATION ISOLATION EQUIPMENT FOR ALL MECHANICAL STEEL AND FRAMES SECURELY REINFORCED TO PREVENT BREATHING. DOOR ALIGNMENT AND TOLERANCES SO AS TO COMPLY WITH MANUFACTURER'S OPERATING OPTIMAL SYSTEM OPERATION. EQUIPMENT AND PIPING AS SPECIFIED HEREIN AND INDICATED ON THE SHALL BE OF SAME GAUGE AS THE DUCT OR CASING AND SHALL HAVE I' INSTRUCTION PIPING AND LIQUID SYSTEMS WILL BE REQUIRED TO BE FLUSHED OUT . DRAWINGS. THE VIBRATION ISOLATION SYSTEM SHALL BE INSTALLED IN INSULATION WITH GALVANIZED SHEET STEEL CN EITHER SIDE. ACCESS DOORS AND FILLED WITH OPERATING FLUIDS. AFTER TESTS, VALVES AND OTHER PARTS OF A. WORK 1N THIS SECTION SHALL INCLUDE: A MANNER TO PREVENT THE TRANSMISSION OF VIBRATION FROM SHALL BE HUNG ON 5' TEE HINGES AND WITH ONE OR MORE CATCHES WHICH WORK SHALL BE ADJUSTED TO ENSURE QUIET OPERATION. STRAINERS SHALL 15E I. AIR CONDITIONING FOR ALL AREAS IN SCOPE OF WORK SHOWN ON PLANS MECHANICAL EQUIPMENT t0 THE STRUCTURE. NO RIGID CONNECTION SHALL BE OPERABLE FROM BOTH SIDES AND SIMILAR TO VENTFABRIS, INC. 260 CLEANED OUT BY REMOVING AND WASHING BASKET OR SCREEN, PRIOR TO COMPLETE WITH ALL AIR CONDITIONING EQUIPMENT, AIR DISTRIBUTION SHALL BE PERMITTED BETWEEN ROTATING OR OSCILLATING EQUIPMENT VENTLOCK LATCH_ DOORS SHALL 15E HUNG TO OPEN AGAINST PRESSURE AND START-UP AND COMPRESSORS SHALL HAVE LUBRICATING OIL CHANGED BEFORE DUCTWORK, PIPING AND CONTROLS. OR PIPING AND THE BUILDING WILL BE PERMITTED. SHALL BE FITTED WITH FELT TO INSURE AIRTIGHTNESS. START-UP. VIBRATION AND NOISE SHALL BE SUPPRESSED. 2.EXHAUST VENTILATION FOR ALL TOILET ROOMS VENTILATION FOR ELECTRICAL 2. VIBRATION ISOLATION MANUFACTURER SHALL PROVIDE WRITTEN M. FLEXIBLE CONNECTIONS FOR SUPPLY AND RETURN AIR DUCTS SHALL BE 16 OZ. 3AW CL,EANM OF RGUIPMWr,MATMWJAL.B AND PREMItI'SESs ROOM, AND ALL OTHER AREAS WHERE INDICATED ON THE DRAWINGS. INSTRUCTIONS DETAILING THE INSTALLATION AND ADJUSTMENT OF ALL AIRTIGHT 'VENTGLAS' NONCOMBUSTIBLE FABRIC WITH A COATING OF FIRE REFER TO SECTION 'CLEANUP AND DISPOSAL.' ALL EQUIPMENT AND MATERIALS ISOLATORS. THE MANUFACTURER SHALL REPLACE ANY VIBRATION RETARDANT NEOPRENE ON OUTSIDE. FLEXIBLE CONNECTION SHALL BE SHALL BE CLEANED THOROUGHLYLEAVE SURFACES SUITABLE FOR PAINTING, B. RELATED WORK IN THIS SECTION SHALL INCLUDE: ISOLATION EQUIPMENT THAT HAS BEEN INCORRECTLY SIZED. ATTACHED TO DUCTWORK BY LOCK SEAM AND SHALL BE NO LONGER THAN 6'. SMOOTH, CLEAN, AND READY FOR PAINTERSLEAVE ENTIRE PREMISE CLEAN, 1. FURNISHING ELECTRICAL DEVICES NECESSARY FOR MECHANICAL WORK MECHANICAL SUBCONTRACTOR SHALL COORDINATE HIS WORK WITH PROVIDE At ALL DUCT CONNECTIONS t0 MECHANICAL EQUIPMENT. REMOVING UNUSED MATERIALS, RUBBISH, DEBRIS, GREASE SPOTS AND DIRT LEFT CONTRACTOR FOLLOWING HIM THE OTHER TRADES. , SUCH AS PLASTERING BY SUBCONTRACTORS.REMOVE,CLEAN AND REPLACE PIPELINE STRAINERS AFTER WITH THE EXCEPTION OF DISCONNECTS UNLESS OTHERWISE INDICATED N. TAPE TRANSVERSE JOINTS ON MAIN COLD SUPPLY AIR DUCTS WITH 4' WIDE 4 OZ. ON THE DRAWINGS. OR ELECTRICAL, SHALL BE INFORMED AND INSTRUCTED TO CANVAS SATURATED WITH ARABOL. ADDITIONAL COATS OF AIRABOL SHALL BE SYSTEMS HAVE BEEN OPERATIONAL FOR A PERIOD OF 30 CALENDAR DAYS. AVOID ANY CONTACT WITH THE VIBRATION ISOLATION EQUIPMENT APPLIED TO ENSURE DUCTWORK 15 COMPLETELY C AIRTIGHT. 3� E'at1PhAtf AM M„q ,gl„gs 2. LINE AND LOW VOLTAGE WIRING AND CONDUIT FOR LINE AND LOW INSTALLATION THUS NOT REDUCING THE EFFECTIVENESS OF THE STSTEM. VOLTAGE WIRING FOR MECHANICAL CONTROLS INCLUDING FINAL 3. INSPECTIONS: VIBRATION ISOLATION MANUFACTURER SHALL INSPECT ZAD TURNM�Y3 VANE& INSTALL ALL EQUIPMENT AND MATERIALS AS PER MANUFACTURER'S RECOMMENDATIONS. CONNECTIONS AS INDICATED ON WIRING DIAGRAMS. ALL OF: THE VIBRATION ISOLATION EQUIPMENT INSTALLATIONS AND A. BOTH DUCT DIMENSIONS (HEIGHT AND WIDTH)LESS THAN 48' USEt BARBER- Sol AC_____ U."O. : 3. RESPONSIBILITY FOR OBTAINING CLARIFICATION FROM INFORM THE ARCHITECT/OWNER'S REPRESENTATIVE IN WRITING OF COLEMAN AIR TURNS WITHOUT SPLICING OR APPROVED DOUBLE THICKNESS INSTALLATION OP WORK SHALL BE READILY ACCESSIBLE FOR NORMAL OPERATION, ARCHITECT/OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES THAT ANY NECESSARY CORRECTIONS AND/OR ADJUSTMENTS. AIRFOIL VANES. READING OF INSTRUMENTS, ADJUSTMENT, SERVICE, INSPECTION AND REPAIR PROVIDE EXIST BETWEEN MECHANICAL AND ELECTRICAL WORK PRIOR TO 4. VIBRATION ISOLATION EQUIPMENT SHALL BE MANUFACTURED BY A B. EITHER DUCT DIMENSION (HEIGHT AND WIDTH)GREATER THAN 46' USE: DOUBLE ACCESS PANELS WHERE INDICATED AND REQUIRED. ACCESS PANELS SHALL BE THE PROCEEDING WITH THE WORK SINGLE MANUFACTURER ALL VIBRATION ISOLATION EQUIPMENT SHALL THICKNESS AIRFOIL VANES OF APPROVED PATTERN. RESPONSIBILITY OF THE RESPECTIVE SUBCONTRACTOR 4. RESPONSIBILITY FOR CORRECT AND PROPER OPERATION OF AUTOMATIC FULLY COMPLY WITHOUT ANY DEVIATION FROM THE FOLLOWING C. RECTANGULAR DUCT SMOOTH RADIUS ELBOWS USE - MULTIPLE SPLITTER 3" E178TEM DN.At`ICOrCss ELECTRIC CONTROLS AND ASSOCIATED MECHANICAL EQUIPMENT AND ALL SPECIFICATIONS AND MANUFACTURED BY MASON, M.W. SAUSEE, OR VANES. ITTED BALANCING DATA SHALL SHOW AIR FLOW AT EACH OUTLET, ELECTRIC POWER DRIVEN EQUIPMENT FURNISHED UNDER THIS SECTION. EQUAL. THE ISOLATION MANUFACTURER SHALL INCLUDE IN THE 2A6 pAy �„ P* �p LCUVS M A OUTSIDE AIR, RETURN AIR, TOTAL SUPPLY AIR, PAN RPM, FAN PRESSURES, C. RELATED WORK IN OTHER SECTIONS: SUBMITTAL THE FOLLOWING INFORMATION: WATER QUANTITIES AND TEMPERATURES AND ANY OTHER DATA DEEMED A. ISOLATOR TYPE A. BALANCING VOLUME DAMPERS SHALL BE INSTALLED IN EACH BRANCH DUCT NECESSARY TO SHOW THAT PROPER ADJUSTMENTS HAVE BEEN MADE 1. ALL EXPOSED PIPING, DUCTWORK AND UNFINISHED PORTIONS OF B. ISOLATOR DEFLECTION. AND IN EACH MAIN DUCT TO ENSURE FOR COMPLETE AIR BALANCING. FURNISH IF IN THE OPINION OF ARCHITECT THE AIR BALANCE TEST RESULTS ARE FIXTURES AND EQUIPMENT SHALL BE PAINTED AS OUTLINED AND C. ISOLATOR FREE OR UNLOADED HEIGHT. EACH MANUAL VOLUME DAMPER WITH BEARINGS AND AN ADJUSTING DEVICE DEEMED UNACCEPTABLE AND THE CONTRACTOR DOES NOT SATISFY SPECIFIED IN SECTION OSS00_ HAYING A LOCKING MECHANISM. PROVIDE ACCESS PANELS TO VOLUME SYSTEM BALANCING REQUIREMENTS, AN INDEPENDENT BALANCING 2.CONCRETE WORK ASSOCIATED AND INCLUSIVE OF MISCELLANEOUS D. ISOLATOR PHYSICAL CHARACTERISTICS OF SPRINGS USED. DAMPERS IF CONCEALED OR INACCESSIBLE THROUGH CEILING OR WALL. �$PANY WILL BE RE,-AINED TO BALANC€ ALL S•-STE1..15. ALL ADDIT10t�AL METAL IN CONNECTION WITH PITS, TRENCHES AND CATCH BASINS WITH E. SIZE OF STRUCTURAL MEMBERS ISOLATORS ARE TO SUPPORT. B. BALANCING DAMPERS WHERE NEITHER DUCT DIMENSION EXCEEDS I'T' CAN BE COSTS FOR THIS SERVICE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOUNDATIONS OR CONCRETE PADS LOCATED UNDER BOILERS, PUMPS, F. EFFICIENCY CALCULATIONS. SITE FABRICATED BUTTERFLY TYPE CONSISTING OF A BLADE CONSTRUCTED OF CHILLERS AND ALL OTHER MECHANICAL EQUIPMENT, FURNISHING 16 GAUGE GALVANIZED STEEL SECURELY RIVETED OR WELDED At ITS CENTER B. TESTS SHALL BE WITNESSED BY OWNER'S REPRESENTATIVE AND SUBMITTAL TEMPLATES FOR SPACING AND SIZES OF CONCRETE PADS AND ANCHOR: G. ANY OTHER PERTINENT INFORMATION TO MAKE THE SUBMITTAL COMPLETE. AXIS TO A SQUARE OPERATING ROD OR SHALL HAVE AIR BALANCE AC-111 DATA SIGNED BY OWNER'S REPRESENTATIVE PRIOR TO FINAL INSPECTION. BOLTS UNDER THIS SECTION. 5. BASES: WHERE SPECIFIED IN THE SPECIFICATIONS AND ON THE OR AC-112 BUTTERFLY TYPE INSTALLED. G. AIR BALANCE SUBCONTRACTOR SHALL VERIFY THAT VOLUME DAMPERS HAVE 3.MISCELLANEOUS EQUIPMENT PROVIDED BY OWNER OR UNDER OTHER DRAWINGS, ALL STRUCTURAL STEEL BASES, INCLUDING CONCRETE C. BALANCING DAMPERS WHERE EITHER DUCT DIMENSION EXCEEDS 18' SHALL BEEN INSTALLED FOR ADEQUATE AIR BALANCING AND THAT AIR LOSS IN SECTIONS WITH THE EXCEPTION OF EXHAUST AND VENTILATION POURING FORM BASES, SHALL BE DESIGNED AND FABRICATED BY THE HAVE AIR BALANCE A5-2, OPPOSED BLADE TYPE INSTALLED. DUCTWORK IS NON EXISTENT.ALL LEAKS IN DUCT JOINTS SHALL BE REPAIRED CONNECTIONS FOR THE EQUIPMENT SHALL BE MADE UNDER THIS SECTICQ-L VIBRATION ISOLATION MANUFACTURER THE CONCRETE FOR THE p. BACKORAF=t DAMPERS: AIR BALANCE 56 16, BS 20, BS 40, BS42, BY CONTRACTOR . 4. ELECTRICAL WORK A5 SPECIFIED WILL BE PROVIDED UNDER DIVISION 16, POURING FORM BASES SHALL BE BY OTHERS, E. STATIONARY LOUVERS: AIR BALANCE A435, A635. D. BALANCING WORK INCLUDED: A. CONDUIT FOR LINE WIRING FOR EQUIPMENT AND DEVICES AS B. TECHNICAL REQUIREMENTS: 2A0'"I WI AhI ,� `' 1. CONDUCT COMPLETE AND COMPREHENSIVE TESTING AND BALANCING OF INDICATED OR SPECIFIED EXCEPT CONDUIT FOR LINE AND LOW 1. ISOLATORS SHALL BE DESIGNED OR TREATED FOR RESISTANCE TO ALL SYSTEMS, DISTRI15UTION PIPING, AIR TESTING AND BALANCING OF CORROSION. STRUCTURAL STEEL BASES SHALL BE CLEANED AND WELDINGA. UNIONS FOR COPPER CUBING: ANACONDA l633 OR I'133. ALL EXHAUST SYSTEMS, AIR HANDLING UNITS, AND AIR DISTRIBUTION VOLTAGE WIRING FOR MECHANICAL EQUIPMENT CONTROLS AS SLAG REMOVED AND PAINTED WITH A COAT OF RED LEAD PRIMER-FINISH B. DIELECTRIC UNIONS: EPCO, COMPLETE WITH ISOLATORS AND GASKETS OF SAME EQUIPMENT COMPLETE AS HEREIN SPECIFIED. SPECIFIED UNDER DIVISION 15. COMPOSED OF BASIC LEAD SILICON CHROMATE. ALL NUTS, BOLTS, AND SIZE AS PIPE, GALVANIZED OR BLACK TO BE DETERMINED FOR APPLICATION B. LINE WIRING FOR EQUIPMENT AND DEVICES AS INDICATED OR WASHERS ASSOCIATED WITH ISOLATOR SHALL BE ZINC-ELECTROPLATED. 2. ALL SYSTEM BALANCING SHALL BE CONDUCTED BY INDEPENDENT SPECIFIED HEREIN EXCEPT LINE AND LOW VOLTAGE WIRING FOR C. DIELECTRIC FLANGES: F.H. MALONEY CO. FLANGES FOR CATHODIC INSULATION. AGENCY CERTIFIED BY AABC. PROOF OF QUALIFICATIONS SHALL BE SPECIFIED H EQUIPMENT CONTROLS L SPECIFIED UNDER 2. ALL EQUIPMENT SHALL BE EQUIPPED WITH SEISMIC RESTRAINTS TO D. GASKETS: 1/16' GARLOCK I"1022. SUBMITTED TO ARCHITECT FROM EACH SPECIALTY CONTRACTOR MECHANICAL HtON 15. COMPLY WITH THE REQUIREMENTS OF ALL GOVERNING AGENCIES.THE CERTIFIED TO PERFORM SUCH SERVICES. VIBRATION MANUFACTURER SHALL DESIGN AND SUPPLY THESE 2A* MULATM 3.ALL BALANCING SHALL BE COMPLETED TO THE SATISFACTION OF THE C. PROVIDING DISCONNECT SWITCHES. RESTRAINTS. SUSPENDED EQUIPMENT AND PIPING SHALL BE ALL INSULATION SHALL COMPLY WITH THE STATE OF CALIFORNIA ENEF03Y EFFICIENCY ARGHITECT.SHOULD THE CONTRACTOR REFUSE OR NEGLECT TO I D. FURNISHING AND INSTALLING ELECTRICAL DEVICES SUCH AS RESTRAINED BY STEEL CABLE. THIS CABLE AND THE METHOD OF STANDARDS. INSTALL PIPE INSULATION AFTER PIPING IS INSTALLED, TESTED AND BALANCE THE SYSTEM TO THE ARCHITECT'S SATISFACTION, SUCH STARTERS AND DISCONNECTS, WHERE INDICATED. INSTALLATION SHALL BE THE RESPONSIBILITY OF THE MECHANICAL APPROVED, AND IS IN GLEAN DRY CONDITION. FIRMLY BUTT INSULATION JOINTS. BALANCING SHALL BE PERFORMED BY AN INDEPENDENT AGENCY AT THE I CONTRACTOR AND SHALL BE INSTALLED IN SUCH A MANNER AS TO NOT CONTRACTOR'S EXPENSE. 5.VIBRATION ISOLATION EQUIPMENT AND SEISMIC RESTRAINTS SHALL BE SHORT CIRCUIT THE VIBRATION ISOLATION EQUIPMENT. THE A. THERMAL DUCT INSULATION: INSULATE ALL CONCEALED MAIN SUPPLY AIR PROVIDED FOR ALL MECHANICAL EQUIPMENT AND PIPING. ALL CONTRACTOR SHALL SUBMIT DETAILS AND DRAWINGS FOR APPROVAL. DUCTS AND PLENUMS UNLESS OTHERWISE SPECIFIED, WITH J-M MICROLITE 4.THE CONTRACTOR SHALL MAKE DRIVE CHANGES, INSTALL ADDITIONAL ROOF MOUNTED EQUIPMENT AND SUSPENDED EQUIPMENT SHALL FIBERGLASS DUCT INSULATION, FOIL-FACED, 3/4 LB. DENSITY, 1-1/2' THICK DAMPERS, VANES,GRILLE BAFFLES, OR OTHER ITEMS, AS MAY BE NAVE' SEtSMrC RESTRAINTS CAPABLE OF U&TkSTANPING A HORIZO "1 AL 1146ULATION SHALL B>= WRAPM0 914r(WLY AROUND C>UCT UUITH JOINTS LAND IREOUIREO ON THE JOB, To ACHIEVE TPE OBJECTIVE OF BALANCING FORCE AND VERTICAL FORCE BASED ON THE 2001 CBC SECTION 1632. AT LEAST 2' AND SECURED WIT14 fro GAUGE GALVANIZED WIRE ON 12' CENTERS. BALANCING THE SYSTEM t0 THE ARCHITECT'S SATISFACTION. ALL DUCTii1v"'RK ANv Pfl=iiv�:s 31-+,yLL i-it+ SEiSiIiG RE�Tiw11VTJ "wi�iGi i �� TOIL�T �G�LIbt 1Fi�e COMPLY WITH SMACNA AND TITLE 24. GREENHEGK MODEL,SIZE AND CAPACITY INDICATED. INSULATIONS SHALL COVER ALL SURFACES INCLUDING STANDING SEAMS. E. VERIFICATION OF CONDITIONS: PRIOR TO CONDUCTING ANY TESTING AND B. EXPOSED COLD AIR DUCTS: SHALL BE LINED WITH J-M LINACOUSTIC, BALANCING, INSPECT EQUIPMENT AND MATERIALS AND ARRANGE WITH A. FAN WHEEL SHALL BE CENTRIFUGAL BACKWARD INCLINED, CONSTRUCTED OF � CONTRACTOR FOR SATISFACTORY CORRECTION OF ALL DEFECTS IN 102 OUALITY A98L11?A13t.E= 1 THICK, 1-1/2 LB. DENSITY COATED FIBERGLASS DUCT LINER 1N ACCORDANCE A. CODES AND STANDARDS: IN ADDITION TO THE REQUIREMENTS OF ALL ALUMINUM, AND WHEEL SHALL BE STATICALLY AND DYNAMICALLY BALANCED. WITH NFPA 90-A REQUIREMENTS. THE CUT LINER SHALL NOT HAVE WORKMANSHIP AND/OR MATERIAL THAT COULD DISAFFECT THE WORK GOVERNING CODES, LOCAL ORDINANCES AND AGENCIES, COMPLIANCE THE FAN HOUSING SHALL BE CONSTRUCTED Of HEAVY GAUGE ALUMINUM WITH AN AIR FRICTION CORRECTION FACTOR GREATER THAN 1.1 AT A VELOCITY OF SPECIFIED HEREIN. TO THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS: A RIGID INTERNAL SUPPORT STRUCTURE AND A BIRN. FANS SHALL BEAR 3000 FPM_ INSULATION SHALL BE APPLIED TO THE INSIDE OF DUCTS WITH AN F. PROTECTION: AS SPECIFIED HEREINBEFORE. THE AMCA RATINGS SEAL FOR AIR AND SOUND PERFORMANCE. APPROVED FIRE RETARDANT ADHESIVE t0 PROVIDE 100ge COVERAGE AND A 1. CALIFORNIA BUILDING CODE 2001 EDITION. G. AGENCY: BALANCING OF ALL SYSTEMS SHALL BE SUPERVISED BY AN B. MOTOR SHALL BE HEAVY DUTY BALL BEARING TYPE. DRIVE FRAME ASSEMBLY SMOOTH SURFACE. IN DUCTS WITH ONE SIDE GREATER THAN 12', SECUF� INSULATION INDEPENDENT AGENCY WHICH SPECIALIZES IN BALANCING AND TESTING Of 2.CALIFORNIA MECHANICAL CODE 2001 EDITION SHALL CONSTRUCTED OF HEAVY GAUGE STEEL. MOTORS AND DRIVES SHALL BE WITH MECHANICAL FASTENERS IN ADDITION TO ADHESIVE, SPADED AT 14' MECHANICAL SYSTEMS, HEREINAFTER REFERRED TO AS THE AGENCY. 3. HEALTH AND SAFETY CODE, STATE OF CALIFORNIA. MOUNTED ON VIBRATION ISOLATORS, OUT OF THE AIR STREAM AND READILY CENTERS IN BOTH DIRECTIONS. H. SYSTEM OPERATION: CONTRACTOR SHALL PUT ALL COMPONENTS OF SYSTEMS 4.NATIONAL BOARD OF FIRE UNDERWRITER'S PUBLICATIONS: ACCESSIBLE FOR MAINTENANCE. MOTOR SHEAVES SHALL BE ADJUSTABLE AND MECHANICAL FASTENERS SHALL BE FLUSH WITH THE LINER SURFACE AND V-BELT DRIVES SIZED TO A MINIMUM OF 15096 OF DRIVEN HORSEPOWER SHALL BEGIN WITHIN 21 OF THE LEADING EDGE OF EACH SECTION AND WITHIN 31 IN FULL OPERATION AND SHALL CONTINUE THE OPERATION OF SAME DURING C. FAN SHAFTS SHALL BE MOUNTED IN PERMANENTLY SEALED, LUBRICATED I A. PAMPHLET 10: NATIONAL ELECTRICAL CODE. OF THE LEADING EDGE OF ALL CROSS JOINTS WITHIN THE DUCT SECTION. ALL EACH WORKING DAY OF TESTING AND BALANCING. EXPOSED EDGES AND THE LEADING EDGE Of ALL GR055 JOINTS Of THE LINER B. PAMPHLET WA: AIR CONDITIONING SYSTEMS. PILLOW BLOCK BALL BEARINGS, WITH A MINIMUM LIFE IN EXCESS OF 100,000 I. SUBMITTALS: WITHIN 90 DAYS AFTER THE START OF CONSTRUCTION j SHALL BE HEAVILY COATED WITH AN APPROVED FIRE RESISTANT ADHESIVE. THE CONTRACTOR SHALL SUBMIT A COMPLETE TESTING AND BALANCING PROCEDURE 5. SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL HOURS AT MAXIMUM OF 1509. OF DRIVEN HORSEPOWER DUCT LINER SHALL BE CUT TO ASSURE SNUG CLOSING CORNER JOINTS, THE ASSOCIATION (SMACNA) STANDARDS. BLACK SURFACE OF THE LINER SHALL FACE THE AIR SCREAM, TRANSVERSE DETAILING ALL TEST EQUIPMENT THAT WILL BE USED, TESTING PROCEDURES, Z" fD �. -,-A* ,dam, � TEST DATA SHEETS, SYSTEMS SCHEMATICS, AND POINT OF TESTING. B.GUARANTEES. IN ADDITION TO EQUIPMENT WARRANTIES, PROVIDE A JOINTS SHALL BE NEATLY BUTTED AND ALL DAMAGED AREAS SHALL BE 1. TEST DATA: SUBMIT 6 COPIES OF TEST DATA TO ARCHITECT UPON WRITTEN GUARANTEE FORM REQUIRED UNDER DIVISION 1 AGAINST DEFECTS PROVIDE AIR DISTRIBUTION EQUIPMENT OF THE INDICATED SIZES AND CAPACITIES. HEAVILY COATED WITH AN APPROVED FIRERESISTANT ADHESIVE. COMPLETION OF WORK UNDER THIS SECTION. IN MATERIALS AND WORKMANSHIP FOR ONE YEAR GUARANTEE SHALL BE A. COLORS: PROVIDE AND INSTALL AIR DISTRIBUTION EQUIPMENT WITH FACTORY C. CONTRACTOR'S OPTION: CONCEALED MAIN SUPPLY AIR DUCTS AND PLENUMS INCLUSIVE OF REPAIR OF DAMAGE To OR REPLACEMENT OF ANY PORTION FINISHED ENAMEL of COLOR TO MATCH TILE AS SELECTED. SUBMIT PAINT MAY BE LINED IN LIEU OF EXTERNAL WRAPPING WHERE SPECIFIED. 2.CERTIFICATE: AGENCY SHALL PROVIDE CERTIFICATION IN WRITING OF EQUIPMENT OR PREMISES CAUSED BY LEAKS OR BREAKS IN PIPE OR SAMPLES FOR APPROVAL BY ARCHITECT. D. SOUND DUCT INSULATION: WHERE SHOWN, SOUND INSULATE AIR DUCTS AS THAT SYSTEM HAS BEEN ADJUSTED AND BALANCED AND DESIGN EQUIPMENT PROVIDED UNDER THIS SECTION. SPECIFIED FOR EXPOSED GOLD SUPPLY AIR DUCTS t RETURN AIR DUCTS. CONDITIONS HAVE BEEN ACHIEVED IN ALL AREAS OF BUILDING. B. SQUARE CEILING DIFFUSERS: PROVIDE KRUEGER SERIES 6500 PERFORATED FACE J. INSTRUMENTS: INSTRUMENTS USED BY CONTRACTOR SHALL BE ACCURATELY 1A3 8UMMITTALGs WITH CURVED BLADE CORES ALLOWING ONE, TWO, THREE AND FOUR WAY E. ALL DUCT INSULATION SHALL HAVE A MINIMUM THERRMAL RESISTANCE OF 42 REFER TO DIVISION 1 FOR PROCEDURES. THROW PATTERNS, OF SIZE AND CAPACITY INDICATED. DIFFUSER INSTALLATION EXCLUSIVE OF FILM RESISTANCE AND FULLY COMPLY WITH 2O01 CALIFORNIA CALIBRATED AND MAINTAINED IN GOOD OPERATIONAL ORDER INSTRUMENTS SHALL BE ADAPTED TO CEILING SUSPENSION SYSTEM AND PERFORATED FACE MECHANICAL CODE TABLE 6-4. SHALL BE CERTIFIED BY THE MANUFACTURER, OR AN APPROVED TEST LABORATORY A. SHOP DRAWINGS: SHALL � � WITHIN ONE YEAR OF: THE TESTING DATEt SUBMIT THIS CERTIFICATE TO ARCHITECT. SHALL BE HINGED AND REMOVABLE. USE MODULAR FAGS SIZE 12 x 1Z OR 24 x 24 . F. ALL SUPPLY ,AND 1REtURN AIR DUCTWORK FROM A/C UNIT DOWN 70 TENANT SPACE TESL INSTRUMENTS PROVIDED BY CONTRACTOR FOR DELIVERY TO OWNER MAY 1. SHOW ALL DETAILS OF ALL DUCTWORK, DUCT SUPPORTS, PIPING AND 1. SUPPLY AIR SHALL ENTER INTO CONDITIONED SPACE IN SUCH A MANNER THAT EXPOSED IN WAREHOUSE AREA SHALL BE WRAPPED WITH INSULATION AND FINISHED BE USED TO PERFORM PART OF THE SYSTEM BALANCING. SUPPORTS AND MECHANICAL EQUIPMENT PADS AND SUPPORTS. CONDITIONED AIR AND ROOM AIR IS IMMEDIATELY AND EVENLY MIXED, FOR EXACT COLOR OPTION WITH A SILVER COLOR FACING OR A BLACK COLOR FACING. VERIFY WITH ARCHITECT K. INGx AIR DISTRIBUTION TESTING AND BALANC : B. PRODUCT DATA: RESULTING IN EQUALIZATION OF TEMPERATURE WITHOUT CAUSING ANY 1. MAKE PITOT CUBE TRANSVERSE OF MAIN SUPPLY DUCTS AND OBTAIN 1. WITHIN 35 DAYS AFTER AWARD OF CONTRACT AND PRIOR t0 DELIVERY AIR DISTRIBUTION DRAFTS THROUGHOUT ZONES OF OCCUPANCY WITH 4A9 TEMKTATUIRIP, 02?tROLs DESIGN CFM AT FANS AT SIMULATED FULL LOAD CONDITIONS. TO THE JOB SITE OF ANY MATERIALS OF THIS SECTION, CONTRACTOR TEMPERATURE DIFFERENTIALS UP TO 25 DEGREE F FOR BOTH COOLING AND A. IRtRN(S}.I EQUIPMENT AND SERVICES NECESSARY FOR PROPER INSTALLATION OF A SHALL SUBMIT SEVEN COMPLETE BROCHURES OF ALL MATERIALS AND HEATING. AIR QUANTITIES AND THROWS SHALL BE AS SPECIFIED ON DRAWINGS. COMPLETE EQUIPAUTOMENT A TEMPERATURE CONTROL SYSTEM ASSPECIFIED.INSTALLATION LSUBMIT 2.TEST AND ADJUST SYSTEM FOR DESIGN RETURN AND EXHAUST AIR CFM. EQUIPMENT, IN CONJUNCTION WITH ALL SHOP DRAWING SUBMITTALS PER 2.MOVING AIR VELOCITY BELOW 5' LEVEL, DURING COOLING CYCLE, SHALL CONTROL DIAGRAM, SHOP DRAWINGS OF PROPOSED EQUIPMENT AND A SEQUENCE 3. TEST AND ADJUST SYSTEM FOR OUTSIDE AIR DESIGN CFM. DIVISION 1 OF THESE SPECIFICATIONS. NOT EXCEED LIMITS OF EITHER 50 FPM At 15 DEGREE F BELOW MEAN OF OPERATION WITHIN 35 DAYS AFTER AWARD OF CONTRACT. CONTRACTOR SHALL 4. ADJUST ALL MAIN SUPPLY AND RETURN AIR DUCT TO PROPER DESIGN CFM. 2. PRODUCT DATA SHALL INCLUDE ALL AIR CONDITIONING EQUIPMENT, ROOM TEMPERATURE OR 10 FPM AT I DEGREE F BELOW MEAN ROOM PROVIDE ANY SERVICE REQUIRED FOR PROPER OPERATION FOR ONE YEAR AFTER 5. ADJUST ALL ZONES TO PROPER STATIC PRESSURE, DESIGN MINIMUM AND HANGERS, FANS, DUCTWORK CONSTRUCTION AND OTHER ASSOCIATED TEMPERATURE. DURING HEATING CYCLE, MOVING AIR VELOCITY BELOW COMPLETION AND ACCEPTANCE OF ENTIRE WORK MAXIMUM CFM AND AIR TEMPERATURE. STANDARD ITEMS AS REQUIRED TO COMPLEMENT SHOP DRAWINGS. 5' LEVEL SHALL NOT BE LESS THAN 10 FPM. TEMPERATURE DIFFERENCE AT B, SUBCONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS OF ALL AUTOMATIC 3.MANUFACTURERS AND SUPPLIERS OF EQUIPMENT SHALL PROVIDE ALL OR BELOW THE 5' LEVEL SHALL NOT EXCEED THE FOLLOWING: 2 DEGREE F ELECTRIC CONTROL EQUIPMENT INSTALLED. 6. TEST AND ADJUST EACH DIFFUSER, GRILLE AND REGISTER TO WITHIN +/- 10% BELOW MEAN ROOM TEMPERATURE AT 50 FPM, I DEGREE F BELOW MEAN ROOM OF SPECIFIED DESIGN REQUIREMENT. NECESSARY DATA TO COMPLY WITH THE STATE OF CALIFORNIA TEMPERATURE AT 10 FPM. SOUND PRESSURE LEVEL IN ALL OCTIVE BANDS Z.1D ECr�AL. �.��� AND �bTiRl'I'I�.rhlb, 'T. BUILDING ENERGY EFFICIENCY STANDARDS. COMPLIANCE CERTIFICATION FOR EACH DIFFUSER SHALL NOT EXCEED NC 30 NOISE CRITERIA CURVE EACH GRILLE, DIFFUSERS, AND REGISTER SHALL BE IDENTIFIED AS TO FOR ALL EQUIPMENT SHALL BE INCLUDED IN EQUIPMENT SUBMITTALS At TASK LEVEL WHEN DIFFUSERS OPERATE At SPECIFIED CAPACITIES. IN ADDITION t0 MANUFACTURERS SPECIFIED, THE FOLLOWING SHALL ALSO BE LOCATION AND AREA. C. RECORD DRAWINGS: PROJECT RECORD DRAWINGS SHALL BE MAINTAIN C. RETURN AND RELIEF AIR GRILLES: KRUEGER SERIES 6590 WITH A HINGED AND CONSIDERED EQUAL, PROVIDING CORRESPONDING MODELS TO MEET SPECIFIED S. SIZE, TYPE AND MANUFACTURER of DIFFUSERS, GRILLES, REGISTERS AND THRU OUT THE PROGRESS OF THE WORK IN ACCORDANCE WITH SECTION 01120 REMOVABLE PERFORATED FACE TO MATCH CEILING DIFFUSERS. REQUIREMENTS. EQUIVALENT SUBSTITUTED EQUIPMENT NAMED HEREIN SHALL BE ALL TESTING EQUIPMENT SHALL BE IDENTIFIED AND LISTED. AND SUBMITTED TO THE ARCHITECT IN COMPLIANCE WITH THE ABOVE SECTION. SUBMITTED TO ARCHITECT FOR APPROVAL. SUBMIT ALTERNATE SELECTION At TIME MANUFACTURER'S RATINGS ON ALL EQUIPMENT SHALL BE USED TO D. SUPPLY AND EXHAUST WALL REGISTERS: KRUEGER SERIES 5880 WITH TWO OF BID LISTING MAJOR EQUIPMENT. MAKE REQUIRED CALCULATIONS. D. OPERATING MANUALS AND MAINTENANCE MANUALS: ROWS OF DEFLECTION BLADES AND OPPOSED BLADE VOLUME DAMPERS m "1 H~ACTUPWR S.READINGS AND TESTS OF DIFFUSERS, GRILLES AND REGISTERS SHALL 1. SUBMIT THREE COPIES OF ALL OPERATING INSTRUCTIONS AND ADJUSTABLE THRU THE FACE OF THE REGISTER INCLUDE THE REQUIRED FPM VELOCITY AND TEST RESULT VELOCITY AFTER MAINTENANCE MANUALS IN ACCORDANCE WITH DIVISION 1. AIR FILTERS CAMBRIDCxE, AAF ADJUSTMENT, REQUIRED CFM, AND TEST RESULT CFI AFTER ADJUSTMENT. Z� COM AM MTAL ql�K: PACKAGE AIR CONDITIONING UNITS TRANS, LENNOX, YORK 2.FULLY INSTRUCT OWNERS OPERATING PERSONNEL AND DEMONSTRATE INSULATION GUSTIN BACON, FIBEf�;; GLAS 10. IN COOPERATION WITH THE CONTROL MANUFACTURER'S ALL ASPECTS OF EQUIPMENT PERFORMANCE, OPERATION AND A. PROVIDE AND INSTALL DUCTS, PLENUMS, ACCESS DOORS, FRESH AIR INTAKES, REPRESENTATIVE, SETTINGS SHALL BE ADJUSTED OF AUTOMATICALLY MAINTENANCE. AMOUNT OF TIME ALLOCATED FOR SAID INSTRUCTION AND EXHAUST AIR OUTLETS AS INDICATED AND REQUIRED. ALL DUCTWORK PART 3 _ p5 OPERATED CONTROLS TO OPERATE AS SPECIFIED, INDICATED AND/OR NOTED. AND DEMONSTRATIONS OF EQUIPMENT AND SYSTEMS SHALL BE SHALL BE CONSTRUCTED, ERECTED AND TESTED TO COMPLY WITH THE MOST 3� Bi,N'�ACE CQNt?I1,ICNBs 11. ALL DIFFUSERS, REGISTERS AND GRILLES AND ALL EQUIPMENT SHALL BE INCORPORATED IN THESE OBLIGATIONS. SUBMIT A LETTER TO RESTRICTIVE OF LOCAL CODES AND REGULATIONS, IN ADDITION DUCTWORK ARCHITECT SIGNED BY OWNER'S REPRESENTATIVE WHO WILL OPERATE SHALL COMPLY WITH PROCEDURES DETAILED IN THE ASHRAE HANDBOOK OF A. INSPECTION: ADJUSTED TO MAINTAIN THE DESIGN CONDITIONS AT DESIGN LOADS. SYSTEMS STATING THAT HE HAS BEEN FULLY INSTRUCTED BY FUNDAMENTALS OR THE APPLICABLE STANDARDS ADOPTED BY THE SHEET 1. BEFORE COMMENCING WORK REQUIRED BY THIS SECTION, THE WORK OF L. COORDINATE TESTS WITH THE MANUFACTURER OF EACH PIECE OF MECH EQUIPMENT. CONTRACTOR CONCERNING OPERATION AND MAINTENANCE OF METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION. OTHER TRADES SHALL BE INSPECTED AND VERIFIED SUCH THAT WORK M. WITNESS: NOTIFY ARCHITECT IN WRITING TWO WEEKS PRIOR TO TESTING AND EQUIPMENT AND SYSTEM. RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED STEEL HAS BEEN PROPERLY COMPLETED AND INSTALLED TO FACILITATE FOR BALANCING OF ALL MAJOR EQUIPMENT IN ORDER TO ARRANGE THAT ARCHITECT'S 3.SUBMIT ONE ADDITIONAL SET OF APPROVED INSTRUCTIONS AND ONE AND PREFABRICATED SPIRAL LOCKSEAM DUCTS AND FITTINGS. PROPER INSTALLATION OF ALL MATERIALS AND METHODS REQUIRED OF REPRESENTATIVES TO WITNESS THE TESTS. ADDITIONAL SET OF APPROVED CONTROL DIAGRAM SUITABLY FRAMED B. CEILING DIFFUSERS SHALL HAVE FINAL CONNECTION MADE WITH FLEXIBLE THIS SECTION. BEHIND GLASS FOR MOUNTING AS INSTRUCTED. GLASS FIBER DUCT,(CASCO SILENT FLEX-11). FLEXIBLE DUCT CONNECTION TO 2. ALL HEATING, VENTILATION AND AIR CONDITIONING SHALL BE 3:09 AM 016 `f;TICN Wwi lwv- LOCA111`104L6t L04 PRODUCT HANMN is ROUND DUCTS SHALL BE MADE WITH 1/2' WIDE POSITIVE LOCKING STEEL STRAPS. INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ALL LOCAL AIR DISTRIBUTION EQUIPMENT FINAL LOCATIONS TO BE COORDINATED WITH ARCH DWGS. A. PROTECTION: ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PROTECT C. ALL BRANCH DUCT CONNECTIONS TO MAIN SUPPLY DUCTS SHALL BE MADE GOVERNING AUTHORITIES, THE ORIGINAL DESIGN, AND THE 310 TLN W.s VANE& THE MATERIALS OF THIS SECTION BEFORE, DURING, AND AFTER INSTALLATIom- WITH LOW LOSS FITTINCsS, REFERENCED STANDARDS. B. REPLACEMENTS: ANY OCCURRENCE OF DAMAGE, SHALL TRIGGER IMMEDIATE D. ALL FLAT DUCT SURFACES SHALL BE DIAGONALLY CRIMPED REGARDLESS OF B. DISCREPANCIES: TURNING PANES SHALL BE INSTALLED IN ALL RIGHT ANGLE SHARP TURNS IN DUCTS. REPAIR OF ALL DAMAGED AND DEFECTIVE WORK TO THE APPROVAL OF THEE SIZELONGITUDINAL JOINTS IN ALL DUCT SIZES MAY BE FLAT-LOCK JOINTS. 1. IN THE EVENT OF DISCREPANCY, THE ARCHITECT SHALL SE NOTIFIED 32 SOUND *0A.AT1C% ARCHITECT AT NO ADDITIONAL COST TO OWNER TRANSVERSE JOINTS AND INTERMEDIATE BRACING SHALL BE CONSTRUCTED OF IMMEDIATELY. WHERE INDICATED, SPECIFIED DUCT DIMENSIONS ARE NET CLEAR DIMENSIONS, I.E., t9s ,cp COwmO1I4& GALVANIZED SHEET METAL OR GALVANIZED STRUCTURAL ANGLES IN 2. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL CLEAR DIMENSIONS, AFTER SOUND INSULATION HAS BEEN INSTALLED. A. EXAMINATION OF THE SITE: EXAMINE THE SITE PRIOR TO BID AND INCLUDE ALL COMPLIANCE �I�GOMPLIANCE WITH REQUIREMENTS OF THE ASHRAE GUIDE AND LOCAL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED BY THE 3n pAUTHORITIES HAVING JURISDICTION. ARCHITECT OR ENGINEER IN BID PROPOSAL UNDER WHICH WORK IS TO BE PERFORMED_il06 E. TRANSVERSI= JOINTS ON SUPPLY DUCTS SHALL BE SEALED WITH MASTIC OR TAPE. DUCTUJOR< CONNECTED TO LOUVERED OPENINGS SHALL BE TRANSITIONAL TO SIZE OF M18CE,-L.ANF: 3� LCAIM'hIE'rIT IITPICATt<''1V` THESE OPENINGS. A. PERMITS AND FEES: CONTRACTOR SHALL ARRANGE, APPLY AND PAY FOR ALL F. LOW PRESSURE SUPPLY DUCTS WITH INTERNAL STATIC PRESSURE IN EXCESS OF A. ALL MAJOR EQUIPMENT SHALL DISPLAY FIRMLY ATTACHED METAL NAMEPLATES 3'L' F NECESSARY PERMITS, INSPECTIONS, EXAMINATIONS, FEES AND CHARGES 0.15' OF WATER PRESSURE SHALL HAVE LONGITUDINAL JOINTS SEALED WITH WHICH STATE NAME REQUIRED BY PUBLIC AUTHORITIES HAVING JURISDICTION. MASTIC OR TAPE. MANUFACTURER, MODEL NUMBER AND ELECTRICAL DATA. AN ADDITIONAL PHYSICAL CONNECTIONS BETWEEN TWO DISSIMILAR METAL PIPES SHALL BE MADE B. LOCATIONS AND PUBLIC AUTHORITIES R T CONTRACTOR SHALL BE COMPLETELY G. LOCK JOINTS SHALL BE HAMMERED t0 ENSURE THEY ARE AIRTIGHT. INSIDE OF PERMANENT LABEL SHALL BE ATTACHED t0 EACH PIECE OF EQUIPMENT WHICH WITH DIELECTRIC UNIONS. INFORMED REGARDING ACCESSIBILITY. CE ANY PECULIARIt1ES AND LIMITATIONS OF SPACES DUCT SHALL PRESENT A SMOOTH SURFACE TO FLOW OF AIR WILL CLEARLY INDICATE BY NUMBER WHICH OPERATING AND MAINTENANCE sue{ pp�RATIGWs AVAILABLE FOR INSTALLATION OF WORK UNDER THIS SECTION. VALVES, MOTORH. CHANGES IN SIZE OF DUCTS SHALL INCREASE GRADUALLY WITH A SLOPE OF NOT MANUAL EXPLAINS MAINTENANCE REQUIREMENT IN DETAIL. MECHANICAL SYSTEM SHALL OPERATE QUIETLY AND WITHOUT VIBRATION OR NOISE CONTROLS AND ALL OTHER DEVICES REQUIRING SERVICE, MAINTENANCE Alm MORE THAN 1:5 RATIO WHERE POSSIBLE, SLIT NO GREATER THAN 1:3 RATIO IN 3�3 "� PRG1/181 AND SHALL BE REGULATED OR ADJUSTED TO ARCHITECT'S SATISFACTION. ADJUSTMENT SHALL BE LOCATED IN POSITIONS OF FULL ACCESS. ACCESS ANY EVENT. EQUIPMENT AND PIPING WITH TEMPERATURES ABOVE 140 DEGREE F OR BELOW DOORS SHALL BE PROVIDED WHERE NECESSARY IN DUCTWORK OR I. TURNS SHALL BE CONSTRUCTED WITH A THROAT RADIUS OF NOT LESS THAN THE 25 DEGREE F, LOCATED IN A POSITION TO INFLICT DANGER TO PERSONNEL CONSTRUCTION WHETHER SPECIALLY DETAILED OR NOT, AND RENDER ALL DUCT WIDTH. OR CREATE A FIRE HAZARD, SHALL BE PROPERLY GUARDED OR COVERED SUCH DEVICES ACCESSIBLE. J. HORIZONTAL DUCTWORK SHALL BE STRONGLY SUPPORTED WITH GALVANIZED WITH INSULATION OF TYPE SPECIFIED. BOLTS, GEARS, CHAINS, PULLEYS, COUPLINGS, C. SCAFFOLDING: PROVIDE ALL SCAFFOLDING, RIGGING AND HOISTING AS HANGERS TO COMPLY WITH THE REQUIREMENTS OF THE ASHRAE GUIDE AND PROJECTING SET SCREWS, KEYS AND OTHER ROTATING OR RECIPROCATING REQUIRED FOR THE PROPER EXECUTION OF THE WORK LOCAL AUTH0S:1T11=5 HAVING JURISDIGTloN. PARTS SHALL BE ,COVERED OR PROPERLY GUARDED PROVIDE GUARD RAILS, ETC., D. DRAWINGS: DRAWINGS SHOW DESIRED LOCATION AND ARRANGEMENT OF K. PLENUMS SHALL BE CONSTRUCTED OF 18 GAUGE GALVANIZED SHEET STEEL. TO ENSURE SAFE OPERATION AND MAINTENANCE OF EQUIPMENT, DUCTWORK, PIPING, EQUIPMENT AND OTHER ITEMS, AND SHOULD BE ADHEFRIB.7 PLENUM HORIZONTAL REINFORCING SHALL BE MAXIMUM OF 48 INCH CENTERS t0 AS CLOSE AS POSSIBLE. CONTRACTOR SHALL ASSUME THE RESPONSIBILL'T'r BY 1-1/2' x 1-1/4' x 1-1/8' GALVANIZED ANGLES AND REINFORCED VERTICALLY FOR COORDINATING THE WORK WITH ALL OTHER TRADES. WORK SPECIFIED, BY 1-1/2' STANDING SEAMS. WHICH IS NOT CLEARLY DEFINED BY THE DRAWINGS SHALL BE INSTALLED AND ARRANGED TO THE SATISFACTION OF THE ARCHITECT. IF CHANGES IN THESE PLANS HAVE BEEN REVIENED BY THE COACHELLA VALLEY WATER DISTRICT IN INDICATED LOCATIONS AND ARRANGEMENTS ARE DEEMED NECESSARY BY ACCORDANCE WITH WATER CODE TITLE-r,VIV151ON 1,CHAPTER S,ARTICLE 10.8,5ECTION ARCHITECT, THEY SHALL BE COMPLETED BY CONTRACTOR WITHOUT 655�t7 ET SEQ.REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN ADDITIONAL CHARGES PROVIDED THE CHANGE 16 ORDERED BEFORE WORK Ilya COOPERATION WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) INSTALLED AND NO ADDITIONAL MATERIALS ARE REQUIRED. DATE WATER MANAGEMENT SPECIALIST SERVICE DIRECTOR AL M R C ENGINEERING, INC. � ,..�. ISrl< APPROVED 6Y: IN THE CITY OF PALM DESERT, CALIFORN/A ,,, r-I��,-y-3 11'I- � �, S H E E T DIC, _ _ PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS �'" `" '- ` �AV ��� FRI R A('� r 1N��J s ,. * £ , � , CITY ENGINEER -Mark breemood DIAL TOLL FREE 72-880 FRED WARlNG DRIVE, SUITE C-11 , ; ,' ", 11 11 .7. : ANC A 1 AT I Nam. DATEc�T ,®GM o1= PALM DESERT, CALIFORNIA 92264 R.C.9. NO. 51A&q Ext°. 8_50-oe 1- -445,4133 +; _ :r � 1. I 8� North Haven Avenue Suite 300 ((, 016. NAME (0) 750-340-9005 (F) 760-340-9100 _ ram, DRAYrN SCALE MECHANICAL �,.. A?LEAS?TWO DAYS ": �' Tnn II-15-05 PLAN GiaEGK RE5>JBNIITTAL _ OFFICE LOCATIONS: PALM DESERT & IRVINE � . � �?'I �ntar-10 California �I7G4 A5 NOTED 3 sEIFORE rou�e ,�` a►�e 1rr Dill1'IE Dri6NED NUMBER f 3 '4 � eM www.mrcengineering.com of re��^F�� .� ...�r 5fi-'�G I�I G�T14 5 FILE NO. Phone: 9�. .J�� GPDX0015 ®NDNWRWIND SURCEwURT oiioBMM CAURMI► PROJECT NUMBER 4019.00 C+ECKED DATE �' CITY OF P D T CFDXOOOO-OO15 # R E V I S I O N S GGG 11/15/05 i f ❑ a II II o II II II II II II II If it II II I II II II II II I II 1 \\ I II it II II I I II II II I If II II II I /� Ll \ I II II II II II � Il II II I II I / / \ \ II ll II II II � II II II II II II I I I I I I / 1414 EXHAUST TOIL _ _ � » - - - - - _ - - . 14x14 EXHAUST _ _ _ _ _ _ _ _ _ - - - - - �-- - - - - - - - - - - - - - - - o U.T.R. x PROVIDE VANDAL- o PROOF E.A,3. TITUSEDO SG-LFO (TYP9) 6"0 1 --- ffcco '171 _ O I 8'# 1 '/ ❑ ❑ i I�'_`�ILj _ _ _ _ _ _ - - _ _ _ _ _ _ _ or HP ® i = TYIR FEEI qp — — L p� I -- 1 ��G/ I — _ - - - - — - - -- - - - - - SA, 4RADUCTIS I AD UTR TO HP-1124 516 // / I f I II II II II II I! II II If I II II I II II II it II II II II II II \ \ oo coo /i // i II it II ii it fl I 11 II II it II II II II II II II II II II fl II II I \\ \\ / / I I II II I II II I 1l I I II � � II ll II II I II II I it I I f I \ \ � r I I II fl II II I 1� II I II � II II I I II II II I II I I � it I II II I i I II � it I II II fl I fl I II I I I I II II ❑ ❑ 1 ROOF PLAN NORTH FLOOR PLAN NORTH SCALE:0C=1'-0" SCALE:IW=V-0" I THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 1,DIVISION 1,CHAPTER 3,ARTICLE IOb,SECTION 65541-1 ET 5E0.REOUIRING EFFICIENT LANDSCAPE AND IRRIGATION DE51GN IN COOPERATION NTH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) DATE WATER MANAGEMENT SPECIALIST CK 15AIR ROOF FLAN " z SNACK 5AR FLOO '"'' PLAN ,SCALE � 5�iY10E DIRECTOR 1/4 - 1 -0 /4 - 1 -� M R C ENGINEERING INC. ROPARM SYt APPRovEV 5r: #N THE cnv of PALM rpUMr CAUWRNIA 5 H r= 17- T DIGAw&ERT PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS ¢` FREEDOM PARK 72-880 FRED WARING DRIVE, SUITE C-11 DAV 1 D EVA N S CITY ed6INEER -Mark,5reonwood M 2, DIAL TOLL f p AND A S S O C I AT E S Q Nc. �. �. q� Exr�. �- SNGK � fi� L.00fi� OF 1.50"2 "4133 PALM DESERT, CALIFORNIA 92264 �1 No NI_32 1=, DWrS NAME 800 North Haven Avenue, Suite 300 DRAW SCALE AND ROOF ��,1�'tN (0) 760-340-9005 1 (F) 760-340-9100 . . a� AT LEAST T;1S0 PATS OFFICE LOCATIONS: PALM DESERT & IRVINE ' , ^., W TM Ontario Calornia 91764 11-Is-os I t tt rrAl- A5 NOTED SEIRORE T0�ot�i � � F'hOne� 909.481.5750 a►� •,r >ae�aa�toN � >o�►,t "�1C'"�D ."� �"'"� FILE No. www.mrcengineering.com _ + . GPDX0015 a ea�eorNsSWMRAMO►5MMMw�oeru PROJECT NUMBER # 4019.00 R E y i 5 10 N 5 c+rZK GG6 DATE FOR OW OF paw XNEUff 019DX0000-0015 I 4&0V/3P-V&0HZ TTT E (TYP-) ELECTRICAL DISCONNECT O205V/3 PH/&014Z HP ELECTRICAL I DISCONNECT SUPPLY AIR VOLUME MAX. 1'-0' LENGTH WIRE TO BE SECURED 1 O DAMPER ACOUSTICAL FLEXIBLE TO STRUCTURE ABOVE DUCT SPIRAL DUCT I 45' 1 i i 1 i LOW VOLTAGE CONTROL I _— Oo WIRING FROM HEAT PUMP l I I TO TIME CLOCK UNIT TO T'STAT ICONTP, 1 1 I I _ _ _ CONTROL CIRCUIT 4' WIDE SHEET METAL RELAY FLEXIBLE DUCT SHALL PROVIDE CORRECT SUPPORT STRAP NO. OF WIRES I I I 1 1 ELECTRONIC PROVIDE CODE PROGRAMMABLE APPROVED SMOKE FLEXIBLE DUCT CLAMPING THERMOSTAT DETECTOR IN S.A. DUCT DEVICE (TYP.) O CEILING CEILING DIFFUSER NOTE: REFER TO FLOOR PLANS FOR THERMOSTAT LOCATIONS. NOS, USED SCALE NOT MOTE USED SCALE � HEAT FUME CONTROL SCALE � CE I L I G DIFFUSER DETAIL SCALE �t NONE NONE NONE NONE LEVELING BOLT UNIT OUTLINE CURB TOP RAIL GASKETING SEISMIC TIE DOWN STRAPS SAME OTY ON i EACH SIDE 120V/1PH/&0HZ SEISMIC TIE - - - DOWN STRAPS 0 TO fit` ® E �LIN ® �' ® ® ® ELECTRICAL ® DISCONNECT 19' o O 0 CONTINUOUS — NEOPRENE WEATHERSEAL ® INTERLOCK W/HP-I o WOOD NAILER � ACCESS PORT CURB BOTTOM RAIL COVERS ISOLATOR ACCESS PORT i ADJUSTABLE 2' PER SPRING ISOLATOR (TYP) EXHAUST FAN I MOTOR NOT USED $CALEE , I NOT USED SCALE V 'GOOF CiUR5 DETAIL SCALE � EXHAUST T PAN WIRING O I AGRAM SCALE NONE NONE NONE INSTALL AIR TIGHT RUBBER SEAL EXHAUST FAN PROVIDE 1/4' RUBBER GASKET SEAL (TYP.) COUNTER 1/4' WIRE MESH SCREEN FLASHING PRE FABRICATED ROOF CURB MOUNT FAN ON CURB CANT STRIP WITH LAG SCREWS (MIN. 2 PER SIDE) ROOF FLASHING BY G. C. FLEXIBLE DUCT CONNECTION TO EXHAUST FAN PROVIDE BACKDR.AFT DAMPER IN DUCT THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER GORE TITLE 7,DIVISION I,CHAPTER 3,ARTICLE 10.6,SECTION 6560i7 ET SEO.REQUIRING EPPICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) DATE WATER MANAGEMENT SPECIALIST NOT USED scALE 1 NOT USED SCALE SCALE / DOU `5L j w T E -H�T SCALE SERVICE DIRECTOR NONE L NONE NONE ('i/./, w x NONE M R C E N G I N E E RI N G I NC. � eye APPROVED BY° iN 'SHE C�'"OF PALM DESERT, GA►L/mm" s H E r T DIG ERT PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS , FREEDOM PARK DAVID EVANS M3. 1 72-880 FRED WARING DRIVE, SUITE C-11 ' ���° CITY ErI61NEER-Mark Ere®nwoocl DULL TOLL E ' ' ANDASSOCiATES1NC. DATE1-80�44S�41S3 PALM DESERT, CALIFORNIA 92264 ISO No I0 7fi0-340-9005 F 760-340-9100 I, ' RCE. No. 51f9s�t . b-�s0-oe SNACK $AR OF ( ) i C } . .. 800 North Haven Avenue, Surte 300 DRAM SCALE DID. NAME AT E11N0 OFFICE LOCATIONS: PALM DESERT & IRVINE ,?-31 ;IF Ontario (i8�(�Of-TUa 7 11'1 1��' - AS NOTED MPOHAN I CAL Dr-TAILS 8 l►OM iilli ;, prA1R' »7l/gllTWN Nob OMIT! DE516NED Jm NUMBER FILE NO. www.mrcen ineerin com `- r p �T, " 9 9 �, Phone: 909.481.5750 cPDXOO15 m Mo Sam mm CIF a"mm cum= w PROJECT NUMBER # 4019.00 REVISIONS CAeCKED CC& DATE A/115/05 pA Oaf' GPDXODOO-0015 KjTCHEN EQUIPMENT CONNECTION SCHEDULE FLUM51NG FIXTURE SCHEDULE FLUM51NG LEGEND ITEM INP. ROUGH-M SIZES 4 HEIGHTS UNITROUCsN-pal SIZES DESCRIPTION REMARKS DESCRIPTION REMARKS SYMBOL ABBR DESCRIPTION NO. W. W V CW HW GAS NO. TRAP W v CW HW 3/' WALL HUNG STAINLESS STEEL, BLOW OUT ACTION, S OR W SOIL OR WASTE LOCATED ABOVE FLOOR OR GRADE 02 SODA STOP RACK - - - , - - WITH S.S.REDUCED PRESSUREBACKFLOW PREVENTER WC-1 WATER CLOSET INT. 4' 2' 1' FLUSH VALVE, 1.6 G.PF. - --- S OR W SOIL OR WASTE LOCATED BELOW FLOOR OR GRADE 0� WATER FI1'.2RATION SYSTEM - - - 3/ - - WALL HUNG,STAINLESS STEEL, BLOW OUT ACTION, +12, CONNECT FILTERED CW t0 ITEM 06 WC-2 WATER CLOSET INT. 4' 2' i' FLUSH VALVE, 1.6 G.PF, A.D.A.COMPLIANT V SANITARY VENT 05 S.S.FLOOR TROUGH WITH GRATE - 3' 2' - - - - CW COLD WATER LiNE � - - 0(o ICE MAKER'W1 ICE BiN 4' 2' +811 - - I.W.TO FLOOR TROUGH,FILTERED WATER U-1 URINAL INT. 2' 2' 1' - WALL HUNG,STAINLESS STEEL, FLUSH VALVE, HW HOT WATER LINE l0 GPF. G G FUEL GAS LINE 8 1/ WALL HUNG,STAINLESS STEEL, FLUSH VALVE, 08 S.S. WALL 0UNTED HAND SINK - 1�2' 11/2 +IS' +18' - U-2 URIANL INT. 2' 2' 1' 1.0 G.PF, A.P.A.COMPLIANT ___ --®► DIRECTION OF FLOW 12 SODA PBSPENSER - - liz' - - I.W. TO F.S. PG PRESSURE GAUGE W/PETE COCK . GAS COCK 13 COFFEE ISE�WER - - '4 I.W.TO F.S. L-I LAVATORY Ilia' 2' 1112' lii' - WALL HUNG, STAINLESS STEEL, METERED FAUCET -� �- PRV PRESSURE REDUCING VALVE ICED TEA EWER � - - '�� - - I.W.TO F.S. L-2 LAVATORY 11/4' 2' 11/2' I1/2' - WALL HUNG, STAINLESS STEEL, METERED FAUCET, A.D.A. COMPLIANT �j�_ X 14 -D - GV GATE VALVE 18 3-COMPARTMENT SINK - 2' 2' - - - ----- Pro FLOOR CLEANOUT 19 - - - 3/40 3/41 - � � � 3�1 3�a n FURNISHED UNDER ANOTHER SECTION, II WCO WALL CLEANOU7 PRE-RINSE UNIT S-1 THREE-COMPARTMENT SINK 2 2 2 a +18 +18 ROUGH-IN AND CONNECT DOWN 21 MOP SINK FAUCET - - - +24' +24'1/21 WITH VACUUM BREAKER RISE SS-1 SERVICE SINK 3' 3' 2' 3/a' 3�ae FLOOR MOUNTED, CORNER TYPE, ��I1"--'-� UNION STAINLESS STEEL SLOPE iN DIRECTION OF FLOW --•-41--- WHA WATER HAMMER ARRESTOR PEDISTAL TYPE, STONE AGGREGATE, DUAL HEIGHT, DF-I DRINKING FOUNTAIN 11�z' 2' iliz' 1iz' _ POG A.D.A. COMPLIANT POINT OF CONNECTION AE3V ABOVE AFF ABOVE FINISHED FLOOR pp-I FLOOR DRAIN 2' 2' 1/2' - - WITH TRAP PRIMER CONNECTION AP ACCESS PANEL BEH BEHIND BEL FS-1 FLOOR SINK 2'K31 2' 3' 2' BELOW -4' CLG CEILING CONT CONTINUATION REDUCED PRESSURE I11 WATTS SSOOWTS STAINLESS STEEL BACKFLOW WITH QUARTER TURN FFE FINISHED FLOOR ELEVATION -1 BACKFLOW PREVENTER - - - BALL VALVES AND STAINLESS STEEL STRAINER CONTRACTOR SHALL FIELD VERIFY INDIRECT WASTE CONNECTION SiZE. PLR FLOOR FIR FROM ELECTRIC: WATERHEATER � GRADE NDR HEADER TACK MANUFACTURER STORAGE ELECTRICAL REC 0 60' WATER INLET WATER OUTLET E• NO. 4 MODEL NO. LOCATION SERVICE CAPACITY (GAL.) AT (GPH) TEMP 'F TEMP 'F �' REMARKS INVERT ELEVATION KW V/ P / NZ (LBS) VTR VENT T14ROLIGH ROOF WH LOCHINVAR SECOND FLOOR DOMESTIC i1 JRJ020P BREAK ROOM Hot WATER i9 6.0 205 / 1 / 60 408 60 120 225 WITH THERMAL EXPANSION VALVE OFCI OWNER FURNISHED CONTRACTOR INSTALLED i UTR UP THROUGH ROOF VBF VENT BELOW FLOOR VBG VENT BELOW GRADE GENERAL HOPES: VTR VENT THRU ROOF WATER 1 �� `/ �C�� �i ON 1• VERIFY AND COORDINATE EXACT LOCATION, SiZE, POINT OF CONNECTION AND INVERT ELEVATION OF SANITARY SEWER, STORM DRAIN,AND WATER, PRIOR TO C011IMENCING TRENCHING AND INSTALLATION OF THE PLUMBING SYSTEM. IMMEDIATELY NOTIFY THE ARCHITECT IF THE PLUMBING DRAWINGS INDICATE DIFFERENT LOCATIONS AND INVERT ELEVATIONS OF THE EXISTING SITE UTILITIES. STREET PRESSURE: - 85 - 95 PS.i' 2. VERIFY AND COORDINATE ALL LOCATIONS, SIZES AND ELEVATIONS OF ALL SLEEVES THROUGH BEAMS, COLUMNS, SLABS AND FOOTINGS WITH STRUCTURAL ENGINEER AND FIXTURE UNITS 41.15 = 25 GPM ARCHITECT PRIOR TO COMMENCING INSTALLATION OF THE FLU 151NG SYSTEM. LOSSES: 3. STRUCTURAL DRAWINGS SHALL BE COORDINATED 4 VERIFIED FOR EXACT LOCATIONS AND ELEVATIONS OF ALL GRADE BEAMS AND FOOTINGS. SLEEVES SHALL BE PROVIDED 4 RESIDUAL PRESSURE - 25 P.S.I. INSTALLED THROUGH BEAMS AS REQUIRED WHETHER OR NOT SLEEVES ARE INDICATED ON FALL-OFF THRU WATER METER B - GPM - - P.S.I. THE PLUMBING DRAWINGS. STATIC LOSS (10' x .433) - 13 P.S.I. 4. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL PLU"RING FIXTURES, FALL OFF THRU BACKFLOW PREVENTER - - PAL DRAINS AND EQUIPMENT. - - - TOTAL - PS.l. 5. COORDINATE 4 VERIFY THE LOCATION AND ELEVATION OF ALL PLUMBING PIPING WITH ALL PRESSURE AVAILABLE FOR FRICTION LOSS l- -) _ PS.I. OTHER TRADES,STRUCTURAL CONDITIONS AND BUILDING CONSTRUCTION BEFORE COMMENCING INSTALLATION. TOTAL EQUVALENT LENGTH OF RUN FROi'1 METER TO 6. ALL VALVES AND COCKS SHALL BE LOCATED FOR READY ACCESS.WHERE VALVES ARE RESIDUAL FIXTURE - - FT. INSTALLED WITHIN OR BEHIND WALLS, PARTITIONS OR CEILINGS, INSTALL AN ACCESS PANEL. ALLOWABLE AVERAGE LOSS DUE TO FRICTION PER 100' 1. ALL HORIZONTAL WASTE LINES SHALL BE INSTALLED AND RIM At A MINIMUM SLOPE OF OF PIPE ' PSI x 100 FT. - -- 1/4' PER FOOT UNLESS OTHERWISE NOTED ON PLUMBING PLAN. - Ft. 8. ALL VENTS PENETRATING ROOF SHALL BE LOCATED A MINIMUM OF 10'-0' AWAY FROM PIPE SIZES BASED ON 6 P.S.I. LOSS PER 100' OR 8 Ft.PER SECOND ANY OUTSIDE AIR INTAKE, WINDOW OR DOOR. VELOCITY WHICHEVER RESTRICTION 15 GREATER 9. WATER CLOSETS SHALL HAVE A MAXIMUM FLUSH OF ib GALLONS PER FLUSH. PIPM MATERIALS PIPE SIZING SCHEIDULE I SOIL,WASTE,STORM DRAIN,AND VENT PIPING BELOW GROUND- SERVICE WEiCxNt NO-HUB CAST-IRON WITH 4-5AND STAINLESS STEEL COUPLINGS. (BASED ON 6 PS(/100 Ft.) WRAP ALL UdDERCzROIWD PIPING WITH S MIL.POLYETHYLENE ENCASEMENT PER ANSI/AWWA Ci05/A215-93. FIXTURE UNITS VELOCITY SIZE PLUSH TANK PLUSH VALVE (FPS) GPM. 2. SOIL,WASTE,STORM DRAIN, AND VENT PIPING ABOVE GROUND: SERVICE WEIGHT NO-HUB CAST IRON PIPE AND FITTINGS WiTH 2-5AND STAINLESS STEEL COUPLINGS. 1/2 1 - 3b 2.1 3. WATER PIPING BELOW GROUND, TYPE 'K COPPER WiTH BRAZED JOINT$ AND WiROUGHT COPPER FITTINGS. 3/4 8 - 4.8 1.1 WATER PIPING: BELOW BUILDING: TYPE 'K COPPER,NO JOINTS ALLOWED. 1 24 - 5.1 i1.0 4. WATER PIPING ABOVE GROUND: TYPE 'L'COPPER WITH LEAD FREE SOLDERED JOINTS AND WROUGHT 1-1/4 54 13 1.0 30.0 COPPER FITTINGS. 5, INSULATION OF DOMESTIC HOT WATER THE5E PLAN5 HAVE SEEN REVIEWED BY THE COACHELLA VALLEY WATER 015TRICT IN AND INTERIOR CONDENSATE PIPING: GLASS FIBER PIPE INSULATION WITH FACTORY APPLIED WHITE JACKET, J-M ACCORDANCE WITH WATER CODE TITLE 1,DIVISION I,CHAPTER S,ARTICLE IO.6,SECTION 1-1/2 86 28 1.6 40.0 MICRO-LOK 150AP, 1 INCH THICK FOR PIPE SIZES i INCH AND BELOW,AND 65541 ET 5EQ.REWIRING EFFICIENT LANDSCAPE AND IRRI6ATION DE516N IN COOPERATION WITH THE LOCAL 6OVERNIN6 A6ENCY(CITY OR COUNTY) i-1/2 INCHES CHICK FOR PIPE SIZES i-1/4 INCHES AND LARGER. 2 2'15 14D 8.0 80.0 6. CONDENSATE PIPING: TYPE T 1' COPPER. DATE WATER MANAGEMENT SPECIALIST 1. ALL OF THE ABOVE SHALL COMPLY WITH THE SPECIFICATIONS. SERVICE DIRECTOR M R C E N G I N E E R I N G, I N C. _ � �� By, APPROVER BY: IN THE Crff OF PALM DESERT, CAUFORNIA DIGPROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS ` : FREEDOM PARK 72-880 FRED WARING DRIVE, SUITE C-11 � DAV i D EVA N S CITY EN5INEER-Mark Greenwood PO, 1 °'''PTO"` p Q AND A S S O C I AT E S mc. PALM DESERT, CALIFORNIA 92264 'ter � RSA DATE C✓ OF 1->d00-445.4133 1 a No �2�=�� �lu (0) 760-340-9005 (F) 760-340-9100 Ems.�a3�0 Rc E. No. s-rarga . b-3o-Oe 800 North Haven Avenue, Suite 3W SG LE:&t=N / SO�#FL7U� S AT LSBAST TiIMO pAyS _ DWG. NAME x TM ►1-1g-o� t cactc REsueMirrAt A5 NOTED OFFICE LOCATIONS: PALM DESERT & IRVINE `� Ontario Ca�fornia 91764 offm roY we A;� � 1�D _m wry ANC) NOTES FILE NO. 9 9 by ``~ ' Phone 909 4815750 VAW err » a�rwrt � _ GPDXOO)5 www.mrcen ineerin com 8111 wWD aALW CWsoorxepN CKe II► PROJECT NUMBER # 4019.00 R E Y 15 IONS cl ad G� D�tjjt5/p5 � MY OF PALM DESf�IT GPDX0000-0015 i - --- DATER SYSTEM CALCULATION PIPE SIZING SCHEDULE PLUM5ING FIXTURE SCHEDULE FLUM51NG LEGEND (BASED ON 6 PSIAW FTa FIXTURE UNITS VELOCITY ROUGH-IN SIZES STREET PRESSURE: - 90 PS.I. SIZE G.PA WIT DESCRIPTION REMARKS SYMBOL ABBR DESCRIPTION P.R.Y. OUTLET PRESSURE - 50 P.S.I. FLUSH TANK FLUSH VALVE (FPS) NO. CRAP W Y CW HW F.v.FIXTURE UNITS 44 = 25 GPM i/2 i 3b 2.1 WC-1 WATER CLOSET INT. 4' 2' i' - WALL HUNG, STAINLESS STEEL, BLOW OUT ACTION, S OR W FLUSH VALVE, ib G.PF. SOIL OR WASTE LOCATED ABOVE FLOOR OR GRADE SSE 3/4 8 - 48 T.i WC-2 WATER CLOSET INT. 4' 2' 1' - WALL HUNG, STAINLESS STEEL, BLOW OUT ACTION, —"' S OR W SOIL OR WASTE LOCATED BELOW FLOOR OR GRADE RESIDUAL PRESSURE - 25 P.S.I. 1 24 - 51.1 no FLUSH VALVE, ib G PF., A.DA. COMPLIANT -„------- V SANITARY PENT 11/2' P.R.V. a 38 GPM - 8 P.S.I. STATIC LOSS (10' x .433) - 43 F''S.. i-114 54 13 1.0 30.0 Cui COLD WATER LINE TOTAL 313 P.S.I. PRESSURE AVAILABLE FOR FRICTION L055 (50 - 313) - i2.7 P.S.I. 1-1/2 86 28 18 40.0 U•1 URINAL INT. 2' 2' i' - WALL HUNG, STAINLESS STEEL,FLUSH VALVE, '-' - HW HOT WATER LiNE TOTAL EQUYALENT LENGTH OF RUN FROM PRESSURE iGULATOR 2 215 148 8.0 80.0 G G FUEL GAS LINE TO RESIDUAL FIXTURE 30 Ft. x 12 - 31.5 FT. - WALL HUNG, STAINLEEEL,FLUSH VALVE, U-2 URINNL INT. 2' 2' 1' SS ST 1.0 G.PF.,A.D.A. COMPLIANT DIRECTION OF FLOW ALLOWABLE AVERAGE LOSS DUE TO FRICTION PER lily' OF PIPE (12.1 x (009 - 33.8 P.5.1. PG PRESSURE GAUGE W/PETE COCK 3'1B GIENIER,AL NOTES: — 1. VERIFY AND COORDINATE EXACT LOCATION, SIZE, POINT OF CONNECTION AND INVERT GC GAS COCK PIPE SIZES BASED ON & P.S.I. LOSS PER 100' OR 8 M,. PER SECOND ELEVATION OF SANITARY SEWER, STORM DRAIN,AND WATER, PRIOR TO COMMENCING L-I LAVATORY 11/4' 2' 11/z' I/2' - WALL WUWs, STAINLESS STEEL, METERED FAUCET VELOCITY WHICHEVER RESTRICTION iS GREATER. TRENCHING AND INSTALLATION OF THE PLUMBING SYSTEM. IMMEDIATELY NOTIFY THE P F'RV PRESSURE REDUCING VALVE ARCHITECT IF THE PLUMBING DRAWINGS INDICATE DIFFERENT LOCATIONS AND INVERT ELEVATIONS OF THE EXISTING SITE UTILITIES. L-2 LAVATORY 11/4' 2' 112' 1/2' - WALL HUNG, STAINLESS STEEL,METERED FAUCET, A.D.A.COMPLIANT _ GV GATE VALVE 2. VERIFY AND COORDINATE ALL LOCATIONS, SIZES AND ELEVATIONS OF ALL SLEEVES THROUGH BEAMS, COLUMNS, SLABS AND FOOTINGS WITH STRUCTURAL ENGINEER AND -'— FCO FLOOR CLEANOUT ARCHITECT PRIOR TO COMMENCING INSTALLATION OF THE PLUMBING SYSTEM. 3. STRUCTURAL DRAWINGS SHALL BE COORDINATED 4 VERIFIED FOR EXACT LOCATIONS AND I WCO WALL CLEANOUT ELEVATIONS OF ALL GRADE BEAMS AND FOOTINGS. SLEEVES SHALL BE PROVIDED 4 DF-1 DRINKING FOUNTAIN 2' 2' 2' 1/24 - PEDESTAL MOUNT, STONE AGGREGATE, DUAL HEIGHT, ADA.COMPLIANT INSTALLED THROUGH BEAMS AS REQUIRED WHETHER OR NOT SLEEVES ARE INDICATED ON -,D DOWN PIPINCa MA7ERIAL3 THE PLUMBING DRAWINGS. 1. SOIL,WASTE,AND VENT 4. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL PLUMBING FIXTURES, RISE PIPING BELOW GROUND- SERVICE WEiC*I� NO-HUB CAST-IRON WITH 4-BAND STAINLESS DRAINS AND EQUiPMENT. STEEL COUPLW26. WRAP ALL UNDER3ROUND PiPiNG WITH 8 MIL. 5. COORDINATE 4 VERIFY THE LOCATION AND ELEVATION OF ALL PLUMBING PIPING WITH ALL I/ J.R. SMITH 031MY SIB,' TOP MEDIUM RECEPTOR, NO-HUB OUTLET —�I f-- UNION POLYETHYLENE INCASEMENT PER ANSI/AWWA C105/A2IB-93. OTHER TRADES, STRUCTURAL CONDITIONS AND BUILDING CONSTRICTION BEFORE FS-I FLOOR SINK 4 4' 2' T.P. " W/SEDIMENT BUCKET. 2. SOIL,WASTE,AND VENT COMMENCING INSTALLATION. -- SLOPE IN DIRECTION OF FLOW PiFING ABOVE GROUND: SERVICE WEIGHItNO-HUB CAST IRON PiPE AND FITTINGS 6. ALL VALVES AND COCKS SHALL BE LOCATED FOR READY ACCESS.WHERE VALVES ARE 120-1 FLOOR DRAIN 11/2' 2' 11/2' '/2 - J.t2 SMITH *2005Y(A) ROUND TOP NO-HUB OUTLET DRAIN. WITH 2-15AND STANNLESS STEEL COUPLINGS. INSTALLED WITHIN OR BEHIND WALLS, PARTITIONS OR CEILINGS, INSTALL AN ACCESS T.P. = —f— WHA WATER HAMMER ARRESTOR 3. WATER PIPING BELOW GROUND: TYPE 'K' COF t ITH BRAZED JOINTS. PANEL. WATER PIPING BELOW BUILDING: TYPE 'K' COPP ,NO JOINTS ALLOWED. 1. ALL HORIZONTAL WASTE LINES SHALL BE INSTALLED AND RUN AT A MINIMUM SLOPE OF POC POINT OF CONNECTION i/4' PER FOOT UNLESS OTHERWISE NOTED ON PLUMBING PLAN. 4. WATER PIPING ABOVE GROUND: TYPE 'L' COPPW UMT14 LEAD FREE SOLDERED JOINTS S. ALL VENTS PENETRATING ROOF SHALL BE LOCATED A MINIMUM OF 10'-0' AWAY FROM A15V ABOVE AND WROUGHT CCFMR FITTINGS. AN r OUTSIDE AIR INTAKE,WINDOW OR DOOR 5. ALL OF Tim ABOVE SHALL COMPLY WiTH THE SPECIFICATIONS 9 WATER CLOSETS SHALL HAVE A MAXIMUM FLUSH OF lb GALLONS PER FLUSH. AFF ABOVE FINISHED FLOOR AP ACCESS PANEL BEH BEHIND BEL BELOW CLG CEILING CONT CONTINUATION i FFE FINISHED FLOOR ELEVATION FLR FLOOR FIR FROM GR GRADE HDR HEADER I.E. INVERT ELEVATION VTR VENT THROUGH ROOF OFCI OWNER FURNISHED CONTRACTOR INSTALLED L2' CW DN. UTR UP THROUGH ROOF i VBF VENT BELOW FLOOR V5G VENT BELOW GRADE O I 2' V. UP — WOMEN'S VTR VENT THRU ROOF RESTROOM 2' 2' FD-1 2' 1/2' i C-2 -1 -1 LUG_-1 =J20 I/2' n � ELEGTRIG�4 S.O.V. - - - - ROOM FOR CONT. 4' 2. -� C.O. _ Lr SEE 1 - �2� ---- --- 4�-- 4nWHA 4--— 2' 5 i -21 FCO FOG I=_=I T BY 4 _ C o. 1 J-11 OTHERS (- 3 (- ) S.O.V. - 4' - -� i C. PANEL! - - 1 0 4 � \ WC-2 WC-1 _I WHA L-I3 � ELECTRICAL CONDUIT I�-1 2' FD-I U-2 3 AND WIRING BY OTHERS FILTERS AND 102 CONTROL PANEL MEN 5 LJ BY OTHERS RESTROOM ,r ❑ 22CWHDR� I i - i II I r BALL VALi it iII pill ii * E L___j zm ►) i L I II ELECTRICAL. I E: -- - - (I �BY OTHERS- KEYW NOTEg: 0 4-INCH WASTE DOWN. BRINE TANK AND I f' I I I II SOFTENER TANIGS 4-INCu WASTE DMAND 4-INCH VENT UP THROUGH RCS. I ( ( ) I (I BY OTHERS O3 2-INCH WASTE DOIN. �� --��I �►� I I I I II • x I I I I Ii _ ® 2-INCH COLD WATER HEADER. FLOOR SiNK - -- O5 I1/2' WILKWS '10 SERIES PRESSURE REDUCING VALVE MOUNTED - - -- �- -- - ---- - --- -- -- - J.-l-- --- L �- -L�r-- ON WALL, FOG PUMP ® 2-NCH COLD WATER DOWN. BY OTHERS FOG EQUiF MINT CONNECTION 2 PLUM5ING FLOOR PLAN 1/4'-V-0, � PREPARED BY: Af°FROVED SY' IN THE CITY OF PALM DESERT, CALIFORNIA 5 H E T DIG ^L-ERT M R C ENGINEERING, INC. DAV I D EVAN S FREEDOM PARK PO. CITY ENr51NCfR-.Io5Ef'H 5:6,4116U5H RI=STRD O M DIAL TOLL FREE PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS ; ` "" CI AND A S S O C I AT E S 1 mc. o1= SATE R.G E. No. 42138 Exp. 3-31-04 1-800-422-4133 1255 EAST RAMON ROAD 1 Na N111 2192 PALM SPRINGS, CALIFORNIA 92264 :. rtmp.9t310 Tm 800 North Haven Avenue, Suite 300 „RAM xALE 1--1=C� NDt �G� �U�-- � Drys. NAME Ontario Caiifomia 91764 ""' `°`-�'''`'' " ""'�'�'` AS NOT1rD AT LEAST TWO DAYS �NOTI=S AND fL.DOR PLAN (0) 760-325-1045 I (F) 760-325-3025 ti l BEFORE YOU DIG "� Phone: 909.481.5750 v,Me er > °M16NE° .IoB wr�ER t FILE No. OFFICE LOCATIONS: PALM SPRINGS & IRVINE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA www.mrcengineering.com R E V 1 5 1 0 N 5 cHEGt� °ATE FORs CITY OF PALM DESERT i h i . i PART I - GENERAL B. PIPE IDENTIFICATION 201 ROOF FLASHNG PART 3 - EXECUTION 3.05 EXPANSION AND CONTRACTION i 1,01 GENERAL CONDITIONS 1. PIPING IDENTIFICATION t0 COMPLY WITH ANSI AND OSHA STANDARDS: A. SANITARY VENT FLASHINGS: SEMCO 1100-3 OR 1100-5, COMPLETE WITH 301 SURFACE CONDITIONS PIPING SUBJECT TO EXPANSION AND CONTRACTION SHALL BE INSTALLED WITH EXPANSION THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS ANEW DIVISION 1, ARE EACH INDIVIDUAL PIPELINE SHALL BE IDENTIFIED FOR QUICK AND EASY ONE-PIECE LEAD FLASHING AND COUNTEFFLASHING SLEEVE. LOOPS MADE UP OF BENDS,FITTINGS,OR ACTAULIC COUPLINGS, EXPANSION JOINTS, SWINGS IDENTIFICATION AS t0 CONTENT AND CHARACTER OF MATERIAL CARRIED A. INSPECTION: ALL PLUMBING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH JOINTS,OR OTHER APPROVED METHODS OR DEVICES. BRANCH LINES FROM MAINS SUBJECT ASSOCIATED WITH THIS SECTION AND THE CONTRACT FOR THIS MORK AND IN THE PIPES BY SETON SNA OR STR MARKERS. B.OTHER PIPE THROUGH ROOF FLASHING: SEMCO 1100-2 OR 1100-4, COMPLETE THE REQUIREMENTS OF ALL LOCAL AND GOVERNING AUTHORITIES, THE ORIGINAL TO EXPANSION AND CONTRACTION SHALL HAVE A SWING JOINT INSTALLED At A POINT OF SHALL APPLY t0 THIS SECTION AS GULLY A5 IF REPEATED 1 IN WITH ONE-PIECE 4 L8. LEAD PLASHING AND COUNTEF�LASI.IING SLEEVE. DESIGN AND THE REFERENCED STANDARDS. CONNECTION WITH THE MAIN RISERS WHICH PASS THROUGH ONE OR MORE FLOORS SHALL - 2.MARKERS SHALL BE INSTALLED AND LOCATED AT NOT MORE THAN 8' 200 PIPE SLEEVES B. DISCREPANCIES L02 S,C40FE OF WORK INTERVALS AND SO LOCATED THAT MARKERS SHALL BE VISIBLE WHERE HAVE SWING JOINTS INSTALLED AT THEIR BASE. ANCHOR LINES SUBJECT TO EXPANSION AND PIPING SYSTEM IS EXPOSED. PROVIDE ADJUST-TO-CRETE,PARAMOUNT, HOLE-OUT OR SPERZEL CRETESLEEVE AT CONCRETE I• ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION CONTRACTION BY APPROVED METHODS TO RESTRICT MOVEMENT. PROVIDE ALL LABOR,MATERIALS, EQUIPMENT, APPLIANCES NECESSARY WALLS OR FLOORS. PROVIDE FLOOR SLEEVES EXTENDED To TOP OF CONCRETE CURBS FOR OF THE ARCHITECT. INCIDENTALS FOR THE FULL AND COMPLETE INSTALLATION Of=ALL:PLUMBING A. ONE MARKER SHALL BE INSTALLED At EITHER SIDE OF VALVES,SPECIAL FITTINGS AND PIPING RISING THROUGH FLOORS, WALL SLEEVES TO BE FLUSH WITH FINISHED SURFACE. SLEEVES 306 CORROSION PREVENTION AT BRANCH TAKE-OFF. IN PURRED AREAS INSTALL ONE BAND TWENTY FOUR(24) 2. 00 NOT PROCEED WITH INSTALLATION IN AREAS WHERE A DISCREPANCY AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. � SHALL BE SIZED TO PERMIT HALF Cl/2')INCH CLEARANCE AROUND PIPE INSULATION. INSULATION JOINT BETWEEN CUPROUS AND FERROUS MATERIALS SHALL BE MADE WITH APPROVED INCHES ABOVE FLOOR AND NINETEEN (15)INCHES BELOW CEILING LINE. AND COVERING SHALL BE CONTINUOUS THROUGH WALL AND FLOOR SLEEVES. HAS BEEN SITED UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY NYLON INSULATING COUPLINGS. SEPARATE ALL CONTACT SURFACES OF DISSIMILAR A.WORK IN THIS SECTION SHALL INCLUDE B. PROVIDE TWO IDENTIFICATION CHARTS COMPLETE WITH GLASS AND RESOLVED. METALS WITH NON-CONDUCTING COATING OR SHEET. 1. ALL PLUMBING FIXTURES, VALVES, AND OTHER MISCELLAlNEOUS FRAME SI-IOWI G LIST OF MATERIALS CONVEYED IN THE PIPING 2AM ACCESS PANELS 3. INTERFERENCES BETWEEN WORK WHICH HAS BEEN INSTALLED BY VARIOUS 301 Ct-EANOUTS ITEMS OR EQUIPMENT REQUIRED FOR A COMPLETE INSTALLATION. SYSTEM, CLASSIFIED BY NATURE OF ITS CONTENTS AND RESPECTIVE TRADES DUE To LACK OF COORDINATION SHALL BE RESOLVED BY 2. CATHODIC PROTECTION FOR UNDERGROUND STEEL OR FERROUS PIPING. A. PROVIDE ACCESS PANELS T PLASTER WALLS AN CEILINGS:PRIME *COATED PL, A.FURNISH CLEANOUTS WHERE INDICATED AND REQUIRED. UNLESS OTHERWISE IDENTIFYING COLORS. ARCHITECT WHOSE DECISION I$ FINAL. RELOCATE OR OFFSET ANY WOI�lG AS NOTED OR INDICATED, CLEANOUTS SHALL BE ACCESSIBLE WITH EXTENSIONS TO ELMDOR PW, 24 x24 WITH METAL ACCESS DOOR AND FRAME, PRIME COATED STEEL NECESSARY TO ACCOMMODATE WORK OF OCHER TRADES AT NO EXTRA 3. DOMESTIC NOT AND COLD WATER SYSTEMS. 3. COLOR SCHEME SHALL BE APPROVED. BASE COLOR FOR MARKERS AND PAINTED t0 MATCH ADJACENT SURFACES. FOR FIRE RACED AREAS PROVIDE COST TO THE OWNER WHEN 50 DIRECTED BY THE ARCHITECT. GRADE, TO OUTSIDE OF BUILDINGS, OR TO FLOORS ABOVE AS SHOWN OR REQUIRED. 4. EXCAVATION AND SACKFILL. SHALL BE AS FOLLOWS: USE KARP MKRP-150 PR 1-1/2 HOUR 'B' LABEL ACCESS PANELS, U.L. LISTED. 302 LOCATIONS AND SPACE REC.IRS TENTS DO NOT LOCATE CLEANOUTS IN PUBLIC LOBBIES AND PUBLIC CORRIDORS UNLESS N 5.FURNISH D SET ALL SLEEVES FOR PIPES PASSING Tl %atPUGH WALLS DOMESTIC HOT WATER - YELLOW WITH BLACK LETTERS B.PROVIDE ACCESS PANELS IN ACOUSTIC TILE CEILINGS: KARP ODSC-210, ELMOOR At, SPECIFICALLY APPROVED BY ARCHITECT. AND FLOORS DOMESTIC COLD WATER - GREEN WITH WHITE LETTERS 24'x24' WITH METAL ACCESS DOOR AND FRAME, 24'x24' MINIMUM SIZE, PRIME A. CONTRACTOR SHALL FULLY INFORM HIMSELF WITH REGARDS t0 ANY B.MEMBRANES: WATERPROOFING MEM15RNE LOCATED UNDER FLOOR, SHALL HAVE 6. PIPE COVERING, INSULATION AND WRAPPING. SANITARY SEWER - GREEN WITH WHITE LETTERS COATED STEEL, RECESSED TO ACCEPT STANDARD TILE IN FULL OPENING DOOR ANOMALIES AND LIMITATIONS OF SPACES AVAILABLE FOR INSTALLATION OF MEMBRANE BROUGHT TO CLEANOUT WITHOUT PUNCTURING, AND PERI11ANENTLY SANITARY VENT - GREEN WITH WHITE LETTERS C. PROVIDE ACCESS PANELS IN CERAMIC TILE WALLS: ELMDOR OW-SS, SMITH 4130, WORK UNDER THIS DIVISION. DRAWINGS SHOW DESIRED LOCATION AND ANCHOR TO INTEGRAL ANCHORING FLANGE WITH A HEAVY CAST-IRON CLAMPING 1. ROUGH-IN AND FINAL CONNECTIONS TO FIXTURES AND E50dWPMENT C.MATERIALS: ALL MATERIALS WHEN NOT OTHERWISE SPECIFIED SHALL CHROME-PLATED COVER AND FRAME OF SUITABLE SIZE FOR PURPOSE INTENDED, ARRANGEMENT OF PIPING;, EQUIPMENT AND OTHER ITEMS, AND ARE TO BE COLLAR AND RUSTPROOFED BOLTS. FURNISHED UNDER OTHER SECTIONS OP THE SPECIFICATIC146 OR BY CONFORM TO THE APPLICABLE ASTM,ASh1E, AGA, AND ASA STANDARDS. BUT NOT LESS THAN 8'x8' SIZE. FOR FIRE RATED AREAS PROVIDE ELMOOR FOLLOWED AS CLOSELY AS POSSIBLE. WORK SPECIFIED, NOT EXPLICITLY G.COVERS: LOCATE CLEANOUT COVERS WITH ALL FINISHED WALL,FLOOR OR GRADE THE OWNER FR 1-1-1/2 HOUR 'B' LABEL ACCESS PANELS, U.L. LISTED. DEFINED BY DRAWINGS SHALL BE INSTALLED AND ARRANGED TO THE MANNER AND IN ALL GASES SHALL BE SECURELY ANCHOR BY MEANS OF INTEGRAL LUGS D. SAFING OF ALL PENETRATIONS THROUGH F SPECIFICATIONS, THE FOLLOWIN SIRE WALLS AND'PLOORS. D. EQUAL MATERIALS AND SUSSING G SONS: 1N ADDITION t0 MANUFACTURERSHALL ALSO BE CONSIDERED EQUAL, 2.10 CLEANOUTS SATISFACTORY OF THE ARCHITECT. IF CHANGES IN INDICATED LOCATIONS AND AND BOLTS. WHERE SURFACING MATERIAL SUCH AS RESILIENT COVERING IS ARRANGEMENTS ARE DEEMED NECESSARY $Y ARCHITECT, THEY SHALL $E B. RELATED WORK IN OTHER SECTIONS PROVIDED CORRESPONDING MODELS MEET ALL SPECIFIED REQUIREMENTS. COMPLETED ARRANGEMENTS ARE DEEMED WITHOUT ADDITIONAL CHARGE PROVIDED THE SPECIFIED, ASCERTAIN THICKNESS BEING USED AND SET CLEANOUT TOP TO FINISH EQUIVALENT SUBSTITUTED MANUFACTURER'S EQUIPMENT NAMED HEREIN SHALL FOR CAST-IRON SOIL PIPE, PROVIDE IRON BODY WITH EXTRA HEAVY BRONZE PLUGS CHANGE IS ORDERED BEFORE WORK T INSTALLED CH NO ADDITIONAL At FLOOR LEVEL FOR SMOOTH FLOOR FINISH. 1. TEMPORARY FACILITIES AS SPECIFIED IN SECTION 0150a. SCREWED INTO CAULKING FERRULES, FOR STEEL PIPE, PROVIDE EXTRA HEAVY BRONZE BE SUBMITTED To ARCHITECT FOR APPROVAL. SUBMIT ALTERNATE MATERIALS ARE REQUIRED. D. USE ACORN 3500 THREAD COMPOUND. 2. CUTTING AND PATCHING AS SPECIFIED IN SECTION 01045:. PLUGSt AND FOR VITRIFIED CLAY PIPE, PROVIDE VITRIFIED CLAY PLUGS. PROVIDE ACCESS SELECTIONS AT TIME OF BID, LISTING MAJOR EQUIPMENT. PANELS, PLATES,AND FRAMES FOR FLUSH MOUNTING WHERE CLEANOUTS OCCUR IN B. CONFIRM ALL SPACES, DIMENSIONS FOR ALL FIXTURES, EQUIPMENT,TENANT OR 3"ACCESS, !LOXES AND PANELS 3. CONCRETE WORK AS SPECIFIED IN DIVISION 3, HOWEVER tPROvIDE TEMPLATES FOR SPACING AND SIZE OF CONCRETE PADep AND ANCHOR 1=1 MNUFACTURI=R FINISHED INTERIOR WALLS. EXPOSED PARTS OF FLOOR GLENOUtS SHALL HAVE OWNER-FURNISHED EQUIPMENT AND EQUIPMENT FURNISHED UNDER OTHER A.FURNISH VALVE BOXES FOR VALVES LOCATED BELOW GRAPE. FURNISH METAL j DOLTS FOR ALL PLUMBING EQUIPMENT. ADJUSTABLE TOP. PROVIDE ACCESSIBILITY TO ALL CLEANOUTS AND CLEANOUT PLUGS. SECTIONS. ACCESS PANELS OF SIZE AND TYPE HEREIN BEFORE SPECIFIED FOR VALVES OR i ACCESS PANELS: MILCOR CLEANOUT SHALL BE THE FOLLOWING: G. OBTAIN ALL NECESSARY ROUGH-N DATA AND DIMENSIONS FOR ALL FIXTURES, SHOCK ABSORBERS LOCATED IN CONCEALED AREAS. 4. ELECTRICAL WORK A5 FOLLOWS WELL BE PROVIDED UNOBRDIVISION 16: BACKFLOW PREVENTERS: NEPTUNE, HERSEY A. IN FINISHED FLOORS: PROVIDE CAST-IRON WITH POLISHED NICKEL BRONZE ROUND EQUIPMENT, TENANT OR OWNER-FURNISHED EQUIPMENT AND EQUIPMENT A. CONDUIT ND WIRING AS SHOWN ON THE DRAWINGS A ,Ag CLEANOUTS: ZURN t i t n t Fi i u It t a 1 n ! B. ACCESS BOXES ND PANELS: SHALL BE SET FLUSH WITH FINISHED WALL,FLOOR OR DRAINS 4 FLOOR SINKS: ZURN .OP,NON-SKID DIAMOND .REA.. SE. I JSH W I4 .HE FLOOR. PROVIDE FLASHING FU 43,41SHED, ''UNDER OTHER SECTlCNS. CEILING. DOOR OR PLATE LOCATED IN FINISHED WALLS SHALL BE REMOVED REQUIRED FOR PLUMBING EQUIPMENT. INSULATION: MANVILLE, OWENS-CORNING,FIBER31-AS FLANGE WHEN USED WITH WATERPROOFING MEMBRANE. p. MAINTAIN ALL NECESSARY HEADROOM CLEARANCES AND ACCESSIBILITY IN DURING CONSTRUCTION OR BE OTHERWISE SUITABLY COVERED TO PROTECT FINISH. 103 QUALITY ASSURANCE PIPE HANGERS 4 SUPPORTS: TOLCO, FEE 4 MASON, 15-LINE SMITH - 4023 ACCORDANCE WITH LOCAL AND GOVERNING AGENCIES AND MAINTAIN CEILING C. OUTSIDE GENERAL SERVICE ACCESS BOXES: FURNISH WITH METAL, ASBESTOS PRESSURE GAUGES: MARSH, MARSHALLTOUN TRERICE WADE - W-6000 HEIGHTS. A. CODES AND STANDARDS SOIL PIPE: TYLER, UNIVERSAL, AB41 ZURN - ZN-1420-2 CEMENT, OR CLAY PIPE SLEEVE EXTENSIONS WHERE ADDED DEPTH IS NECESSARY. J05AM - 56010 (ADD -41 WHEN NEEDED) E. CONSTANTLY COORDINATE WORK OF OTHER TRADES TO PREVENT INTERFERENCE DO NOT LOCATE BOXES IN PUBLIC WALKS, DRIVEWAYS OR COVERED PASSAGES 1. ALL ITEMS SHOWN ON SITE, ARCHITECTURAL OR MECHANtGAL DRAWINGS SOLDERS: HANDY-HARMN, LUCAS,MILHAUPT WITH THIS INSTALLATION. UNLESS INDICATED. ARE TO BE PROVIDED, COMPLETE FROM POINT OF CONNECTION to STRAINERS: WALWORTH, BAILEY, MUELLER B. IN MECHANICAL EQUIPMENT AREAS: PROVIDE CAST-IRON WITH HEAVY CAST-IRON 3�3 PIPE INSTALLATION3ld9 I1N��4PPtNG FOR BURIED STEEL AND COPPER PIPING FINISHED FIXTURE IN COMPLIANCE WITH ALL GOVERNING JTHOR R TY VALVES: APOLLO,MILWAUKEE,WATTS ROUND TOP,NON-SKIP DIAMOND TREAD SET FLUSH WITH THE FLOOR. PROVIDE REQUIREMENTS. THESE DRAWINGS OR SPECIFICATIONS SHALL NOT BE WATER PRESSURE REDUCING FLASHING FLANGE WHEN USED WITH WATERPROOFING MEMBRANE. A. INSTALL PIPE RUNS STRAIGHT AND TRUE. SPRINGING OR FORCING PIPING INTO A. ALL BELOW GROUND STEEL PIPE SHALL BE FACTORY COATED WITH PLEXGO 20 MIL CONSTRUED t0 PERMIT WORK IN VIOLATION OF GOVERN G CODES. VALVES: CLA-VAL, WATTS SMITH - 4223 DESIRED LOCATION IS NOT PERMITTED. INSTALL IN MANNER TO PREVENT ANY HIGH DENSITY POLYETHYLENE COATING (YELLOW COLOR)- FINISHED COATING SHOCK ABSORBERS: J.R RI SMITH,SIOUX CHIEF UNDUE STRAIN ON EQUIPMENT. PROVIDE SMOOTH JOINTS AND UNOBSTRUCTED SHALL HAVE CONTINUOUS IMPRINTING OF COATING TYPE, APPLICATOR , PIPE TYPE 2. IN ADDITION to THE REQUIREMENTS OF ALL LOCAL AND C OVERNING WADE - W-6000 INSIDE AND OUT, AND REAM PIPE ENDS THOROUGHLY to REMOVE BURRS, AND MANUFACTURER EVERY FITTING AND FIELD JOINT OF BURIED STEEL PIPING OF THE FOLLOWING COPE COPES, ORDINANCES DE AGENCIES,CONFORM t0 THE R°EG2JIREMEN7S Z1DZ PIPE AND RITTMG SCI l�lll.E ZURN - Z-1420-25 CONCEAL PIPINGS IN FINISHED PORTIONS OF THE BUILDING UNLESS OTHERWISE SHALL BE CLEANED, PRIMED THEN FULLY PROTECTED WITH TWO SEPARATE CS AND STANDARDS: JDSAM - 56010 (ADD -41 WHEN NEEDED) A. SOIL, WASTE, VENT AND STORM DRAIN PIPING TO 5' OUTSIDE BUILDING: DIRECTED OR INDICATED. GAP OR PLUG ENDS 4 OPENINGS IN PIPE 4 FITTINGS WRAPPINGS (EACH HALF LAPPED)OF 0.01OX2' WIDE PRESSURE SENSITIVE A. CALIFORNIA BUILDING COPE, 2001 EDITION. SERVICE WEIGHT NO-HUB CAST-IRON PIPE AND FITTINGS GISPI-301. C. IN WALLS: PROVIDE CLEANOUT TEE COMPLETE WITH SQUARED POLISHED NICKEL IMMEDIATELY AFTER INSTALLATION TO EXCLUDE DIRT UNTIL EQUIPMENT IS POLYVINYL TAPE EQUIVALENT To JOHNS-MANVILLE 'tRANTEX.' EVERT FITTING B. CALIFORNIA PLUMBING CODE, 2001 EDITION. B.DOMESTIC HOT 4 COLD WATER PIPING LOCATED ABOVE GROUND: TYPE LHARD- BRONZE ACCESS PLATE WITH VANDAL PROOF SCREWS AND DAMES. INSTALLED OR FINAL CONNECTIONS ARE MADE. PIPE SIZE REDUCTIONS SHALL BE AND JOINT WRAPPING SHALL OVERLAP PIPE WRAPPING A MINIMUM OF 21. DRAWN COPPER TUBE, ASTM MO, 4 WROUGHT COPPER FITTINGS, AN51 151622. OPENING 8'x8' MINIMUM. ANCHORED WITH REDUCING FITTINGS. USE NO BUSHINGS UNLESS SPECIFICALLY G. CITY OF PALM DESERT REQUIREMENTS. SMITH - 4558-U AUTHORIZED. USE NO GLOSS NIPPLES. PROCEED t0 ROUGH IN AS RAPIDLY AS B. AFFIDAVIT: DELIVER COATED PIPE TO JOB517E ACCOMPANIED BY APPLICATOR'S O. STATE FIRE MARSHAL. C. DOMESTIC COLD WATER PIPING LOCATED BELOW GROUND AND OUTSIDE WAVE - W-6460-S GENERAL CONSTRUCTION OF BUILDING WILL PERMIT AND COMPLETE AND TEST AFFIDAVIT CERTIFYING THAT WRAPPED PIPE HAS HAD PERFORMED UPON It HIGH THE BUILDING: ZURN - ZN-1445-3 BEFORE ANY LATHING, PLASTERING, OR DRYWALL,OR OTHER FINISH WORK HAS VOLTAGE HOLIDAY DETECTOR TEST AND THAT PIPE WAS FREE OF HOLIDAYS WHEN E. STATE HEALTH DEPARTMENT REQUIREMENTS. JOSAM - 58110-15 COMMENCED. FIT WORK INTO AVAILABLE SPACE AND ACCURATELY ROUGH IN. PIPE WAS SHIPPED FROM APPLICATOR'S YARD. ONE COPY OF EVERY AFFIDAVIT I. TYPE K HARD51622, COPPER TUBE, ASTM BBE, To WROUGHT COPPER GRADE AND VALVE WATER PIPING SO AS TO ENSURE FOR COMPLETE DRAINAGE F. ALL REQUIREMENTS OF t=EVERAL/OSHA_ FITTINGS ANSI BI622, SOLDER JOINT tYF'E (REFER t0 PARA,CsRAPH 'PIPE SHALL BE SUBMITTED TO ARCHITECT PRIOR TO INSTALLATION. D. S EXTERIOR GRADES: PROVIDE CAST- BODY, VANDAL PROOF COVER,NON- AND CONTROL OF THE SYSTEM. FURNISH CLAMPS AND/OR CONCRETE THRUST C.FIELD JOINTS: SHALL HAVE TEST FIELD APPLICATIONS FOR HOLIDAYS BY A HIGH G. ALL OTHER REGULATORY AGENCIES HAVING JURISDICTION OVER WRAPPING' HEREIN). SKIP DIAMOND TREAD, SET FLUSH WITH GRADE OR FINISHED SURFACE. IN NON- , THIS WORK BLOCKS AT DEAD ENDS, ANGLES, OR OTHER POINTS WHERE SEPARATION OF JOINTS VOLTAGE HOLIDAY TEST METHOD IN ARCHITECT IS PRESENCE. D. INDIRECT AND CONDENSATE DRAINS: TYPE M COPPER CUBE, ASTM B88 AND SURFACED AREA, THEY SHALL BE CAST IN A CONCRETE BLOCK 14 xl4 xb DEEP. MAY OCCUR. GRADE VENT PIPING TO FACILITATE PIPING TO FREE ITSELF OF B.GUARANTEES: PROVIDE A WRITTEN GUARANTEE FORM REOMIRED UNDER WROUGHT COPPER FITTINGS, ANSI 51622 SOLDER JOINT TYPE. SMITH - 4020-U D. DAMAGE: ALL WRAPPED PIPING SHALL BE HANDLED WITH EXTREME CARE TO CONDENSATION OR WATER DIVISION 1, AGAINST DEFECTS IN MATERIALS ND WORKMAN�1IP FOR ONE 2.03 MATERIALS FOR JOINTS,FITTINGS AND VALVES WADE - W-8300MF AVOID DAMAGE. REPAIR AND RETEST MARRED OR DAMAGED PIPE WRAPPING. YEAR GUARANTEE SHALL BE INCLUSIVE of REPAIR OF pA 1AGE to, OR B. INSTALL PIPING TO AVOID BEAM PENETRATIONS UNLESS SLEEYING IS SHOWN ON REPLACEMENT (IF SO REQUIRED)OF NY PORTION OF �aES CAUSED ZUR4 - ZN-I460-I5-W/Z-I450-8 E. ALL STEEL OR FERROUS PIPINGS SHALL HAVE INSTALLED CATHODIC PROTECTION A. SOIL,WASTE, VENT'AND STORM ORAIN CAST'-IRON PIPE DRAWINGS.CONSTANTLY COORDINATE WORK OF OTHER TRADES TO PREVENT , BY WATER, OIL, OR GAS LEAKS OR BREAKS IN PIPE,FIXTURS OR JOSAM - 58680-15 PER CORROSION ENGINEERS RECOMMENDATIONS ND/OR APPLICATOR 1. PROVIDE ?NO-HUB' COUPLINGS AS APPROVED BY THE CAST-IRON SOIL �, &.,,,,.Y A�Q„mom INTERFERENCE WITi� THIS INSTALLATION. SEEK Np OBTAIN APPROVAL FROM CONTRACTOR FAMILIAR WITH CATHODIC PROTECTION HAVING A MINIMUM OF 5 EQUIPMENT PROVIDED UNDER THIS SECTION. 2«. •_^- -"---. -- ARCHITECT IF CORING OR CUTTING OF CONCRETE iuc�RK iS REQUIRED DUE TO PIPE FOUNDATION, GISPI-310-85. YEARS EXPERIENCE IN THE FABRICATION AND INSTALLATION OF CATHODIC 1��-S B. SOLVER AND FLUX PROVIDE SHOCK ABSORBERS MANUFACTURED BY PRECISION PLUMBING PRODUCTS (PPP) FAILURE TO INSTALL REQUIRED SLEEVES PRIOR TO THE TIME OF CONCRETE POUR PROTECTION. INSTALLED AS INDICATED OR AS RECOMMENDED BY PDI PAMPHLET WWH-201. FURNISH COST OF CORING AND CUTTING WORK SHALL BE PAID BY THE SUBCONTRACTOR P. COPPER -RISING, PIPE WRAP SIMILAR t0 FIELD WRAP STEEL FITTINGS HOWEVER, NO A. SHOP DRAWINGS: t_ WATER PIPING: EQUIVALENT To RABBIS 'BRIDGIt" LEAD-FREE SOLDER ALLOY. ACCESS PANEL FOR A SINGLE MULTIPLE FIXTURE INSTALLATION (NOT OF FLUSH VALVE C. EXPOSED PLATED OR ENAMELED PIPE- PROVIDE CONNECTIONS TO EQUIPMENT HOLIDAY TEST IS REQUIRED. 15ACKFILL SHALL BE WITH ALKALIZED GLEAN SAND. 1. SHOW ALL DETAILS OF IN B ALL PIPING, PIPING SUPPORTS, ME ICAL (ASTM 813)LIQUID AND PASTE FLUX. 5S-5 SOLDERS ARE NOT APPROVED. TYPE). IN NO SITUATION SHALL A FIXTURE BE INSTALLED WITHOUT SHOCK PROTECTION. WITH SPECIAL CARE. SHOW No TOOL MARKS OR THREADS. EQUIPMENT PADS AND SUPPORTS. 2.COPPER INDIRECT AND CONDENSATE DRAINAGE PIPING: LEAD-FREE 2J2 NSULATION G. DACKFILL STEEL AND COPPER PIPING WITH GLEAN ALKALIZED SAND (1/2 SACK SOLDER WITH NON-CORROSIVE PASTE FLUX. D. DIELECTRIC UNIONS: PROVIDE CONNECTIONS BETWEEN TWO DISSIMILAR METAL LIME PER CUBIC YARD OF SAND) A MINIMUM OF 4' ALL AROUND PIPE AND $. PRODUCT DATA: A. ALL PIPE INSULATION SHALL FULLY COMPLY WITH THE STATE OF CALIFORNIA ENERGY PIPES WITH DIELECTRIC UNIONS. FITTINGS. G.UNIONS AND GASKETS E. UNIONS: INSTALL A UNION ON ONE SIDE OF EACH SHUTOFF VALVE, AT BOTH SIDES 3JO PROTECTION FOR UNDERGROLW DUCTILE AND CAST-IRON PIPE AND FITTINGS I 1. WITHIN 35 DAYS AFTER AWARD OF CONTRACT AND PRIOt�' 70 DELIVERY EFFICIENCY STANDARDS. INSULATION THICKNESSES SPECIFIED ARE BASED ON 70 THE JOB SITE OF ANY MATERIALS OF THIS SECTION, CONTRACTOR L 2' DIA. AND SMALLER FOR STEEL PIPE: SCREWED MALLEABLE-IRON GROUND INSULATION DISPLAYIN3 THEF41AL RESISTANCES IN THE RANGE OF R-4.0 t0 R-4.6 PER OF AUTOMATIC VALVES, At EQUIPMENT CONNECTIONS AND ELSEWHERE ALL PIPE AND FITTINGS SHALL BE INSTALLED IN 8 MIL. POLYETHYLENE SHALL SUBMIT SEVEN COMPLETE BROCHURES OF ALL MAMMALS AND JOINT, CLASS ISO WOG, WITH BRASS-TO-IRON SEAT, GALVNIZED OR BLACK INCH OF THICKNESS ON A FLAT SURFACE AT A MEAN TEMPERATURE OF 15 DEGREE F. INDICATED OR REQUIRED, UNLESS FLANGES ARE INDICATED. ENCASEMENT IN ACCORDANCE WITH INSTAANSIIALLED I STANDARD C1 POLYETHYLENE BED EQUIPMENT, IN CONJUNCTION WITH ALL SHOP DRAWING SU1 3MITTALS PER TO MATCH SERVICE. THICKNESSES SPECIFIED ARE MINIMUM AND SHALL BE PROPORTIONALLY F.FLOOR, WALL AND CEILING PLATES: FURNISH WHERE PIPES PIERCE FINISHED AND BEMENT I WITH GLEN ALKALIZED SAND (1/2 SACK LIME PER CUBIC YARD) DIVISION 1 OF THESE SPECIFICATIONS. 2. 2-1/2' DIA. ND LARGER FOR STEEL PIPE: CAST-IRON FLANGED GASKET TYPE, INCREASED FOR MATERIALS HAYING R VALUES LESS THAN 40 PER INCH SURFACES. A MINIMUM OF 4' COMPETELY COVERING ENTIRE PIPE AND FITTINGS. 2. PRODUCT DATA SHALL INCLUDE ALL PLUMBING EQUIPMENT,FIXTURES, CONFORMING TO ANSI Blro.l,GALVANIZED OR BLACK TO MATCH SERVICE, THICKNESS OR MAY BE REDUCED FOR MATERIALS HAVING R VALUES GREATER PIPE SUPPORTS AND OTHER ASSOCIATED STANDARD ItE�Ms AS OR 150 LB.FORGED STEEL SLIP-ON FLANGES. THAN 4b PER INCH THICKNESS. PIPE INSULATION SHALL BE INSTALLED AFTER G.NOISE: INSTALL SOIL,WASTE, AND WATER PIPING SO AS TO PREVENT ANY 311 IEXCAVATION AND BACkPILLMG REQUIRED TO GOr1PLEMENt SHOP DRAWINGS. PIPING IS INSTALLED, TESTED AND APPROVED AND IS IN CLEAN, DRY CONDITION. UNUSUAL TRANSMISSION OF NOISE FROM FLOW OF WATER UNDER NORMAL REQUIRED EXCAVATION AND BACKFILLING SHALL BE PERFORMED UNDER THIS 3. UNIONS FOR COPPER TUBING: CAST BRONZE,GROUND JOINT PATTERN, FIRMLY BUTT INSULATION JOINTS. CONDITIONS_ SECTION UNLESS OTHERWISE SPECIFIED. CONFORM TO REQUIREMENTS OF 3. MANUFACTURERS AND SUPPLIERS OF EQUIPMENT SHALL PROVIDE ALL SOLDERED JOINT CONNECTION, ASTM 562 AND ANSI 1516.18. $. ALL HOT WATER AND INTERIOR CONDENSATE DRAIN PIPING SHALL BE INSULATED H. SHUTOFF VALVES- FURNISH WHERE INDICATED AND REQUIRED FOR ADEQUATE DIVISION 2 AND OF PUBLIC AUTHORITIES HAVING JURISDICTION. NECESSARY DATA t0 COMPLY 4. DIELECTRIC UNIONS: EPCO,FURNISHED COMPLETE WITH ISOLATORS AND WITH GLASS FIBER PIPE INSULATION WITH FACTORY APPLIED WHITE JACKET, J-M CONTROL OF SYSTEMS AND FOR ISOLATION OF: FIXTURE GROUPS AND EQUIPMENT. 3.12 SPECIALTY ITEMS WITH THE STATE OF CALIFORNIA BUILDING ENERGY EFFICIENCY I. BURIED PIPING: INSTALL WITH MINIMUM 36' COVERAGE UNLESS OTHERWISE GASKETS O SAME SIZE AS PIPE,GALVANIZED OR BLACK TO SUIT SERVICE. MICRO-LOK 650 AP, I CHICK FOR PIPE SIZES OP I/2 TO I-, AND I-1/2 THICK FOR PIPE STANDARDS. COMPLIANCE INSTALL AS SHOWN ON THE DRAWINGS, AS HEREIN SPECIFIED, AND AS PER SIZES t0 I-I/4' AND ABOVE. ALL FITTINGS NV VALVES SHALL BE INSULATED WITH SHOWN ON DRAWINGS. LAY PIPING ACCURATELY TO GRADE WHERE INVERT CERTIFICATION FOR ALL EQUIPMENT SHALL BE INCLUDED : ! EQUIPMENT 5. DIELECTRIC FLANGES: F.H. MALONEY CO., TYPE E FLANGES FOR CATHODIC PREFORMED INSULATION WITH PVC PREMOLDED ONE PIECE FITTING COVER, J.M. ELEVATIONS ARE INDICATED ON DRAWINGS. PROVIDE THRUST BLOCKS AS RECOMMENDATIONS BY MANUFACTURER SUBMITTALS: INSULATION. ZESTON COVER ADHERE LONGITUDINAL LAPS AND BUTTS OF STRIPS OF JACKET REQUIRED PER MANUFACTURER'S RECOMMENDATIONS. 313 STERILIZATION G. OCHER SUE3MIttALS 6. GASKETS: 1/16' GARLOCK �M1022. WITH FACTORY APPLIED PRESSURE SENSITIVE CAPE SYSTEM, J-M AP-T. FLANGES AND UNIONS SHALL NOT BE COVERED. J. EQUIPMENT AND MATERIALS: INSTALL E'ER MANUFACTURERS RECOMMENDATIONS. STERILIZE EACH SYSTEMS WATER SUPPLY N DISTRIBUTION REPORT. D ST D SYSTEM WITH LIQUID I. STERILIZATION TEST D. STRAINERS: Y-TYPE WITH SEMI-STEEL BODY AND STAINLESS STEEL SCREEN CHLORIDE OR HYPOCHLORIDE BEFORE ACCEPTANCE FOR OPERATION IN ACCORDANCE WITH PERFORATIONS SUITABLE FOR SERVICE REQUIREMENTS, OR SAME C. ALL PIPING UNDER LAVATORIES ACCESSIBLE TO THE PHYSICALLY HANDICAPPED K. ACCESSIBILITY: ENSURE INSTALLED WORK IS READILY ACCESSIBLE FOR NORMAL WITH RIDE OR H 'STANDARD FOR DISINFECTING WATER MAINS.' WORK SHALL BE 2. TEST DATA. SIZE AS INSTALLED PIPELINE. PROVIDE GATE VALVE WITH HOSE CONNECTION SHALL BE INSULATED WITH PLUMBEREX SPECIALTY PRODUCTS PRO 2000 SERIES OPERATION, READING OF INSTRUMENTS, ADJUSTMENT, SERVICE, INSPECTION ANDAWWA D. OPERATION AND MAINTENANCE INSTRUCTIONS: DELIVER TO,.ARCHITECT REPAIR FURNISH ACCESS PANELS WHERE INDICATED AND REQUIRED. COMPLETED BY CONTRACTOR AND, UNLESS OTHERWISE REQUIRED BY PUBLIC THREE COMPLETE SETS IN BOUND BOOKLET FORM OF WRITTEN OPERATING AT EACH STRAINER BLOW-OFF. HOT AND COLD WATER SUPPLY AND P TRAP PREFABRICATED INSULATION AUTHORITIES HAVING JURISDICTION, SHALL CONFORM TO THE FOLLOWING: AND MAINTENANCE INSTRUCTIONS AND BROCHURES FOR EOLOF"ENT 1. 2-1/2' DIA. AND UNDER: BAILEY 100-A SERIES, 125 LB. OR 250 LB., SCREWED 2.13 PLL11BNG FIXTURES A.PIPE JOINTS: INSTALL SCREWED JOINTS WITH A MINft-Il1M AMOUNT OF COMPOUND A.MATERIALS SPECIFIED IN THIS SECTION.FULLY INSTRUCT OWNER'S OPERATING PERSONNEL ENDS WITH SOWED aASKETED CAP. APPLIED TO THE MALE THREAD ONLY. ALL JOINTS SHALL BE MADE PER CODE AND DEMONSTRATE ALL ASPECTS OP PERFORMANCE, OPERATION AND 2. 3" DIA. AND LAIRGsER; BAILEY 100-A SERIES, 125 LB.OR 250 LB.,FLANGED A GENES' ALL PLUMBING FIXTURE TRIMS 4 EXPOSED SUPPLIES AND WASTES TO BE REQUIREMENTS. 1. LIQUID CHLORINE. U.S. ARMY SPECIFICATION 4-1. WICTION AND MADE OF BRASS WITH POLISHED CHROME W RI D FINISH. FURNISH INDIVIDUAL MAINTENANCE. AMOUNT OF TIME ALLOCATED FOR SAID INST[ ENDS AND BOLTED GASKET GAP. LOOSE KEY SLOPS OR, IF SPECIFIED, SCREW DRIVER STOPS FOR SUPPLIES AND, M. PROVIDE PIPE ISOLATION AT ALL HANGERS FOR NON-INSULATED PIPE. 2. HYPOCHLORIDE: LIQUID SHALL CONFORM t0 FED. SPEC. O-G-11RA (INT, 4). DEMONSTRATIONS OF EQUIPMENT AND SYSTEMS SHALL BE ITN ORf'ORATEO E. VALVES: PROVIDE VALVES OF THE SAME MANUFACTURER, OR FOLLOWING UNLESS INTEGRAL WITH VALVES OR FAUCETS, MOUNT UNDER FIXtURE. N. PIPING ROUGH-IN FOR FIXTURES: SUPPORT OR SECURE t0 BUILDING STRUCTURE OR B. METHOD: QUANTITY OF CHLORINE SHALL PROVIDE A DOSAGE OF 5O PPM MINIMUM IN THESE OBLIGATIONS. SUBMIT A LETTER TO ARCHITECT SIC-DIED BY OIUNER'S NUMBERS OR EQUIVALENT BY COMPARATOR CHART OF APPROVED SEPARATELY TRAP ALL WASTES. FURNISH EXPOSED SUPPLIES AND WASTES TO FIRMLY ANCHOR IN SUCH A MANNER THAT PIPES CANNOT BE DISPLACED. DO NOT AND SHALL BE INTRODUCED INTO LINES AND DISTRIBUTION SYSTEM IN APPROVED REPRESENTATIVE WHO WILL OPERATE SYSTEMS STATING tHAkT HE HAS BEEN MANUFACTURER PROVIDE ADAPTERS FOR VALVES IN COPPER TUBING WALL WITH POLISHED CHROME-PLATED CAST BRASS WALL ESCUTCHEONS. SECURE TO WALLS. USE OF MAKESHIFT TEMPORARY DEVICES, SUCH AS ROPE, WIRE, MANNER PROVIDE MINIMUM CONTACT PERIOD OF 24 HOURS DURING WHICH FULLY INSTRUCTED BY CONTRACTOR CONCERNING OPERATION AND WHERE NECESSARY. ALL DOMESTIC WATER VALVES, V DIA. AND UNDER, SHALL PROVIDE ALL LAVATORIES WITH 1-1/2' 11 GAUGE CHROME-PLATED CAST BRASS P- TAPE, ETC. 15 PROHIBITED. PERIOD CHLORINE RESIDUAL SHALL BE MAINTAINED At 5 PPM MINIMUM, FLUSH MAINTENANCE OF EQUIPMENT AND SYSTEM.ONE ADDITIONAL SET OF APPROVED INSTRUCTIONS SHALL 15E SUITABLY BE BALL VALVES. TRAPS. ALL PLUMBING FIXTURES SHALL BE WHITE, UNLESS OTHER 3�4 HAPIGEIw AND SUPPORTS WISE NOTED OR OUT SYSTEMS WITH CLEAN WATER UNTIL RESIDUAL CONTENT IS NOT GREATER SPECIFIED BY ARCHITECT. THAN 02 PPM. ENTIRE SYSTEM SHALL BE FLUSHED WITH OPEN AND CLOSED FRAMED BEHIND GLASS AND MOUNTED AS INSTRUCTED. 1. BALL VALVES, DOMESTIC WATER: BRONZE,FULLPORT, CLASS 150, A. LOCATE HORIZONTAL PIPE RUNS FIRMLY IN PLACE USING APPROVED STEEL AND VALVES IN LINES BEING STERILIZED SEVERAL TIMES DURING CONTACT PERIOD. E. RECORD DRAWINGS: COMPLY WITH REQUIREMENTS OF D1vIS ON 1. PROVIDE THREADED, B. DRAINS: WHERE INSTALLED IN CONSTRUCTION WITH WATERPROOF MEMBRANE, IRON HANGERS, SUPPORTS, AND/OR PIPE RESTS UNLESS OTHERWISE INDICATED. AN ACCURATE DIMENSIONED RECORD OF AS-BUILT LOCATIC NS AND GRINNELL 3150 OR MIN INSTALL DRAINS WITH FLASHING CLAMP DEVICE WITH CORROSION-RESISTANT FASTEN HANGER RODS FROM CONCRETE INSERTS OR FROM APPROVED BRACKETS, G. TEST REPORTS: PROVIDE ONE COPY OF TEST REPORT OF COMPLETE AND ELEVATIONS, AS REERRED TO APPROVED BASE DATUM, O BURIED GO NID T-585 CLAMPING BOLTS. CLAMPS OR CLIPS. HANG PIPES INDIVIDUALLY OR IN GROUPS ONLY F SUPPORTING ADEQUATE STERILIZATION TO ARCHITECT BEFORE FINAL ACCEPTANCE OF WORK F F- CONCEALED LINES, MANHOLES, CLENOUT5, VALVES, PLUGG� TEES, CAPPED JAMESBURY 300 C.FIXTURE SEALER: PROVIDE WALL-HUNG FIXTURES WITH WHITE SILICONE SEALER STRUCTURE fS ADEQUATE TO SUPPORT WEIGHT OF PIPING AND FLUID. EXCEPT FOR LABORATORY TES SHALL HAVE ENDORSED SIGNATURE B N OFFICIAL VI ENDS AND OF WORK WHICH HAS NOT BEEN INSTALLED AS PER DESIGN OWLS. NOTE: PROVIDE FLANGED IRON BODY VALVES OR EQUIPMENT USED IN BETWEEN FIXTURE AND WALL, APPLIED SMOOTH AND EVEN. BURIED PIPING, HANG OR SUPPORT PIPE RUNS t0 PROVIDE FREE EXPANSION OR LABORATORY RESPONSIBLE FOR TEST. TESTING LABORATORY SERVICE COSTS CONTRACTION WITHOUT STRAIN TO PIPE OR EQUIPMENT. SHALL BE INCLUDED IN THIS SUBCONTRACT. 1,05 PRODUCT HpLM ANG COPPER PIPING SYSTEMS WITH MALONEY FLANGE AND BOLTS D.FIXTURES, TRIM AND ACCESSORIES SHALL BE EQUAL,UNLESS OTHERWISE NOTED, 3.14 TESTS INSULATING KITS. TO THE FOLLOWING: 1. HORIZONTAL STEEL PIPING: PROVIDE HANGERS OR SUPPORTS EVERY 10' A. PROTECTION: ALL NECESSARY PRECAUTIONS SHALL BE TA3KEN t0 A. TESTS SHALL BE F'ERFORMEp t0 ARCHITECT'S SATISFACTION. CONDUCT TESTS PROTECT THE MATERIALS OF THIS SECTION BEFORE, DURINCs:,, AND AFTER F. CHECK VALVES OR EVERY 8' FOR PIPING 1-1/4' DIA. AND UNDER 1. WATER CLOSET (WC-1): WALL HUNG, FLUSH VALVE IN PRESENCE OF ARCHITECT AND AT A TIME SUITABLE TO HIM 1F REQUESTED. INSTALLATION. 1. HORIZONTAL SWING: A. 14 GAUGE STAINLESS STEEL, BLOWOUT JET ACTION, ELONGATED BOWL, It, GALLON FLUSH, 2. HORIZONTAL COPPER TUBING: FOR 2' DIAMETER AND OVER, PROVIDE PROVIDE NECESSARY LABOR AND EQUIPMENT AND BEAR COSTS FOR TESTING. B. REPLACEMENTS: ANY OCCURRENCE OF DAMAGE, SHALL TRIGGER A. 2' DIA. AND UNDER (200 PSI WCG), BRONZE SCREWED CAP, SWING. WITH HINGED SEAT HANGERS EVERY 101 OR EVERY 6 FOR PIPING 1-1/2 DIAMETER AND UNDER. COST OF REPLACING AND/OR REPAIRING DAMAGE RESULTING THEREFROM SHALL IMMEDIATE REPAIR OF ALL DAMAGED AND DEFECTIVE WORK TO THE THREADED SOLDER ACORN 1615-W-1-1-16 'PENAL-WARE' 3. HORIZONTAL CAST-IRON HUB AND SPIGOT PIPING: PROVIDE HANGERS OR BE THE RESPONSIBILITY OF THIS CONTRACTOR. SHOULD THE CONTRACTOR REFUSE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO_OWNER GRINNELL 3300 3300SJ B.FLUSH VALVE: SLON ROYAL (oil-Ito FLUSH VALVE WITH VACUUM BREAKER. SUPPORTS LOCATED AT EACH HUB. OR NEGLECT t0 MAKE TESTS NECESSARY t0 SATISFY THE ARCHITECT THAT 106 J015 CONDITIONS: NIBCO T-413(BWY) S-4lV5WY) 4. HORIZONTAL CAST-IRON NO-HUD PIPINGS: PROYIDE HANGERS OR 5UPPORT5 REQUIREMENT OF SPECIFICATIONS ANP DRAWINGS ARE MET, SUCH TESTS MAY IBM 2. WATER CLOSET (WC-2): WALL HUNG, FLUSH VALVE, A.D.A. COMPLIANT AT EACH SIDE OF A NO-HUB FITTING. PROVIDE ANTI-SEPARATION BRACING MADE BY ANINDEPENDENT TESTING COMPANY AND THE CONTRACTOR SHALL PAY A. EXAMINATION OF THE SITE: EXAMINE THE 517E PRIOR t0 BfO� :AND INCLUDE ALL CRANE 31 1342 CONDITIONS IN BID PROPOSAL UNDER WHICH WORK 18 TO BE :PERFORMED. 5TOGKHAM 320 8-309 A. 14 GAUGE STAINLESS STEEL, BLOWOUT JET ACTIN, ELONGATED BOWL, Ik GALLON FLUSH, At EACH W DEGREE CHANGE OF DIRECTION, FOR ALL EXPENSES. 101 MISCELLANEOUS B. 2-1/2' DIA. AND LARGER (200 PSI WOG), IRON BODY, BRONZE TRIM, WITH HINGED SEAT 5. VERTICAL PIPING: SUPPORT AT EACH FLOOR PENETRATION WITH IRON PIPE B. HYDROSTATIC TESTS: CONDUCT BY FILLING PIPING SYSTEM COMPLETELY WITH SCREWED CAP, SWING, Y-PATTERN, REGRINDING,FLANGED. ACORN 1615-111-1-ADA-HS 'PENAL-WARE' CLAMPS, WATER AND ELIMINATING ACCUMULATIONS OF AIR SO THAT LEAKAGE, NO MATTER A. EXAMINATION OF THE SITE: EXERCISE CARE IN EXAMINING THE SITE AND GRINNELL 6300A B.FLUSH VALVE. SLONN ROYAL 611-1.6 FLUSH VALVE WITH VACUUM BREAKER. 6. SWAY BRACE IN ACCORDANCE WITH NFPA 13. HOW SMALL, WILL BE IDENTIFIED ON TESTING GAUGE IMMEDIATELY. MAINTAIN COORDINATE ALL WORK INDICATED ON THE DRAWINGS WITH EXISTING PRESSURE UNTIL PIPE UNDER TEST HAS BEEN EXAMINED,FOR NO LESS THAN 24 CONDITIONS. REPORT TO ARCHITECT IN WRITING CONDITIONS THATC WILL IBCO F-918-8 3. URINAL (U-lh B WALL HUNG,FLUSH VALVE . BRANCHES: PROVIDE SEPARATE HANGERS OR SUPPORTS FOR BRANCH LINES &' OR HOURS. TEST SYSTEMS At FOLLOWING PRESSURE; PREVENT PROPER PROVISIONS OF: �H N G THIS WORK. VERIFY OEFD LOCATION CRANE -1 A. STAINLESS STEEL, WASHOUT ACTION, 14 GAUGE, 1.0 GALLON FLUSH, WITH INTEGRALLY WELDED MORE IN LENGTH. SYSTEM TEST PRESSURE OF SERVICE LINES WITH SERVICING COMPANIES HAVING JURIGDICTION BEFORE STOCKHAM 3) STAINLESS STEEL DOME STRAINER AND FULLY ENCLOSED P-TRAP. G. SOUND AND ELECTROLYSIS ISOLATORS: INSTALL AT ALL HANGERS AND SUPPORTS EXCAVATING. BY SUBMISSION OF THE BID, THE CONTRACTOR WARRANTS THAT G. PRESSURE REDUCING VALVES ACORN 1102-W-1 'PENAL-WARE' FOR HOT AND COLD DOMESTIC WATER LINES. 5EGURELY ATTACH PIPE TO WALLS, DOMESTIC COLD WATER 150 PSIG HE HAS FAMILIARIZED HIMSELF WITH THE EXISTING CONDITIONS AND WILL 1. 1-1/2' DIA. AND UNDER: WILKINS 10 SERIES STUDS, ETC. ALL SUCH PIPING SHALL BE ISOLATED FROM STRUCTURE BY DOMESTIC HOT WATER 150 PSIG PERFORM ALL WORK AS REQUIRED FOR HOOKUP AND AS Rf=QU1RED BY THE B.FLUSH VALVE: SLONN ROYAL 613-1 FLUSH VALVE WITH VACUUM BREAKER 'TRISOLATORS'. C. SANITARY SOIL, WASTE, VENT SYSTEM TESTS: PRIOR t0 INSTALLATION of FIXTURES, 2. 2' DIA. AND LARGER: WILKINS 500YSBR SERIES ALL ENDS OF THE SYSTEM SHALL BE CAPPED AND LINES FILLED WITH WATER TO B. PERMITS AND FEES: CONTRACTOR SHALL ARRANGE, APPLIC'.MD PAY FOR CONTRACT DOCUMENTS At NO ADDITIONAL G05t ?O THE O1�N1ER. 3. URINAL (W-2): WALL HUINCx FLUSH VALVE A.D.A. 2.04 BACKFLOW COMPLIANT.A. STAINLESS STEEL, WASHOUT ACTION, 14 GAUGE, 1.0 GALLON FLUSH, WITH INTEGRALLY WELDED 10' ABOVE THE SECTION BEING TESTED (INCLUDING VENTS)AND ALLOW TO STAND UNTIL A THOROUGH INSPECTION HAS BEEN CONDUCTED. MAKE TESTS IN SECTIONS ALL NECESSARY PERMITS, INSPECTIONS, EXAMINATIONS,FEES AND A. REDUCED PRESSURE TYPE. WATTS MODEL RP, OR PIPE RELIEF TO FLOOR SINK. STAINLESS STEEL DOME STRAINER AND FULLY ENCLOSED P-TRAP. IF SEEN AS NECESSARY. ENSURE AS BEEN T BETWEEN EXISTING SECTIONS CHARGES REQUIRED BY PUBLIC AUTHORITIES HAVING JURISDICTION. 2.05 HOSE BIESS ACORN 1101-W-1-ADA 'PENAL-WARE' PREVIOUSLY TESTED ARE INCLUDED IN NEW SECTIONS IN THE NEW TEST. G. SERVICE CONNECTIONS: MAKE ALL NECESSARY ARRANGE NNTS WITH A. HB-1. EQUIVALENT 70 WOODFORD 24P-3/4, ROUGH BRASS WALL FAUCET B.FLUSH VALVE: SLON ROYAL 613-) FLUSH VALVE WITH VACUUM BREAKER D. ROOF DRAINAGE SYSTEM: TEST AS SPECIFIED FOR SANITARY SYSTEM. APPLICABLE UTILITY COMPANY POP, CONNECTION TO EXISTt!43 SERVICE COMPLETE WITH VACUUM BREAKER AND WHEEL HANDLE. 4. LAVATORY (L-1): WALL-HUNG LINES, PAY ALL FEES ASSOCIATED WITH WORK INCLUDING METERS AND E. GAS SYSTEMS: FILL AND TEST GAS SYSTEM WITH COMPRESSED AIR AT 10 PSI FOR SIX HOOKUP CHARCSES. UTILITY ASSESSMENT FEES, IF ANY, WILL SE PAID BY W6 PIPE HANCsERS A. 16 GAUGE STAINLESS STEEL, SATIN FINISH, 16 x IS IN., DECK MOUNTED SPOUT, SINGLE TEMPERATURE, HOURS OR LONGER AS DIRECTED to PROVE TIGHT WITHOUT LEAKS. USE PRESSURE THE OWNER AND ARE NOT PART OF THIS CONTRACT. A. HANGERS SHALL BE PROVIDED WITH FACTORY INSTALLED 15CLATION AND SINGLE HOLE PUNCH, ANGLE BRACES,GRID STRAINER TUBULAR BRAS P-TRAP WITH ENCLOSURE. RECORDER To RECORD PRESSURE OF ALL LINES FOR DURATION OF TEST. O. DRAWINGS: DRAWINGS SHOW DESIRED LOCATION AND ARRs GEMENT OF DI-CHROMATE FINISH. ACORN 1951-1-DMS-3-HI-AB-CST-M-TE-TPT 'DURA-WARE' 3J5 ADJUMTNG PIPING, EQUIPMENT AND OTHER ITEMS, AND SHOULD BE ADI-BRED TO AS 1. 2' DIA. AND UNDER: GRINNELL F69. B. ANGLE STOP$ AND SUPPLIES: EQUIVALENT TO McGWIRE H SERIES WITH SOLID FLEXIBLE AT COMPLETION OF WORK AND AFTER GLEANING OF SYSTEM, FIXTURES AND EQUIPMENT CLOSE AS POSSIBLE. CONTRACTOR SHALL ASSUME THE REE=PON515ILITY TU15E RISES. FOR COORDINATING THE WORK WITH ALL OTHER TRADES. Wl�dK SPECIFIED 2. 2-1/2' DIA. NO LARGER; GRINNELL F65. AND AUTOMATIC PARTS OF PLUMBING SYSTEM SHALL BE CAREFULLY 4 INCREMENTALLY 3. CONCRETE INSERTS: GRINNELL 281 AND 282. 5. LAVATORY (L-2): WALL-HUNG, A.D.A. COMPLIANT. ADJUSTED FOR NORMAL OPERATION. ALL FLUSH VALVES AND FIXTURE STOPS WHICH 18 NOT CLEARLY DEFINED BY THE DRAWINGS SHAD:-BE INSTALLED A. 16 GAUGE STAINLESS STEEL, SATIN FINISH, 18 x IS IN., DECK MOUNTED SPOUT, SINGLE TEMPERATURE, SHALL BE CHECKED FOR PROPER OPERATION AND FINAL ADJUSTMENTS MADE AND ARRANGED To THE SATISFACTION OF THE ARCHITECT_ IF CHANGES 4. RISER CLAMPS FOR COPPER PIPING: GRINNELL 261P, PLASTIC COATED. WHERE NECESSARY. SYSTEM SHALL OPERATE QUIETLY WITHOUT VIBRATION IN INDICATED LOCATIONS AND ARRANGEMENTS ARE DEEMEtD NECESSARY 5. RISER CLAMPS FOR OTHER PIPING: GRINNELL 261. SINGLE HOLE PUNCH, ANGLE BRACES,GRID STRAINER, TUBULAR BRASS P-TRAP WITH ENCLOSURE. OR NOISE. BY ARCHITECT, THEY SHALL BE COMPLETED BY CONTRACFOR WITHOUT B. HANGER RODS SHALL CONFORM t0 THE FOLLOWING TABLE: ACORNIS53-ADA-I-DMS-3-HI-CST-M-TE-TPT 'DURA-WARE' ADDITIONAL CHARGES PROVIDED THE CHANGE IS ORDERt� BEFORE B. ANGLE STOPS AND SUPPLIES: EQUIVALENT TO McGWIRE H SERIES WITH SOLID FLEXIBLE WORK IS INSTALLED AND NO ADDITIONAL MATERIALS ARE Rlai=IRED. PIPE SIZE 2' DIA. AND UNDER: 3/8' RODS TUBE RISES. PART 2 - PRODUCTS PIPE SIZE 31IDIA. AND LARGER:' 5/6' RODS 2.14 SPECIALTY ITEMS 201 GENERALA.FIRE SAFING: SAFE ALL PIPE PENETRATIONS THROUGH FIRE RATED WALLS AND A. FIFE PE S SLLEEVES ANp WRAPPING: t�IRNISH POLISHED CHROMIUM PLC AND BRASS SE7 SCOW FLOORS WITH U.L. LISTED PROSET OR NELSON FIRE SAFING AND SHALL BE FLANGES WHERE PLUMBING PIPES PENETRATE WALLS,FLOORS,CM14G5, AND PARTITIONS IN PIN-SHED PORTIONS or- BUILDING, iNCLUDiNGx FLANGES L-N PIPES ATFriX1URES. ALL SLEEVES IN INSTALLED IN STRlC14 ACCDRd?ANGE WITH MANUFACTUBERS D1REC?IONS. CONCEALED AND EXTERIOR WALLS SHALL BE 20 GAUGE GALVAN€ ED IRON 1' O.D.LARRGER THAN THE PIPE OD,CAULKED F BELOW GRADE IN A MOISTURE-PROOF NEWER ALL PIPES PENETRATING THROUGH FIRE WALLS AND FLOORS SHALL BE PROMRLY FIRE WED WITH POW CORNING 3-6546 SILICONE RTV FOAM AND INSTALLED PER MANUFAiGTURER'S DIRECTIONS. Fes.: Pf�PRRED BY: APPROVE° BY' IN THE CITY OF PALM DESERT, CALIFORNIA_ , SHEET DIG -4ekL-ERT M R ENGINEERING I ==- R r k C N C. DAV 1 D EVANf S FREEDOM PARK P0.2_ 4 'r ti, �y 86�� ' CITY ENOINIMR -JOSEPH 5.6A X-A 5H DIAL TOLL FREE PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS I ' "r + 1 �� �' ,,�_, tV` j -� u 2 -' = ANDASSOCIATES INc. DATE i�. '1_372192 I =; OF -$00-422-4 33 1255 EAST RAMON ROAD 1, i I R.G.E. NO. 42156 EXP. 5-51-04 Rr TROD I"I FLU -I�I I`l PALM SPRINGS CALIFORNIA 92264 '`3/3( �. 800 North Haven Avenue, Suite 300 DWG. NAME AT LEAST TWO DAYS (0) 760-325-1045 If ! '(F) 760-325-3025 ``�,,,���. �g3 ,�„ � ; `� �• �'r Ontario California 91764 !l-Is-os >�'"c>iECI:RE5u6MITTAL As NOTED SPFCi I F ( GAT I ON5 BEFORE YOU DIG , h �/ �'�cp�\ ,A DE516NEV JOB lUrBR FILE NO. OFFICE LOCATIONS: PALM SPRINGS & IRVINE P 1 Phone: 909.481.5750 III►M sr AFM !DAIS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA www.mrcengineering.corn R E V 1 5 1 0 N 5 CHECKED DATE Fes' CITY OF PALM DESERT a \ a I \ II I III ► � � I � � I II I �I 041 W. \7 I U � I II I I I (54 \\ II i \ III I � 411� \ I II I I I� n III-1 ® \ III I / I IF-] ICI THESE PLANS HAVE SEEN REVIENED SY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 1,DIVISION I,CHAPTER 6,ARTICLE I0.5,SECTION 65541 ET 5EQ.REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) SITE PLAN N CDR TH DATE WATER MANA6EMENT SPECIALIST SCALE. 5Ef2ViCE DIRECTOR � T OF PALM DES , MRC ENGINEERING INC. eyes pB'' IN DIGAwn-ERT TIME Cf17► RT, CALiFORNiA 5 H 1= PROFESSIONAL ENGINEERS 8c LIGHTING CONSULTANTS `` DAV i D EVA N 3 FREEDOM PARK � ^� DIAL TOLL FM 72-880 FRED WARING DRIVE, SUITE C-11 CITY ENGINEER -Mark Greenwood P 1 . 1 PALM DESERT, CALIFORNIA 92264 No M 321J © Q ANDA3SOCIATES INc. VATE OF 1-�0.445,4133 � � R.G.E. NO. ✓�'t98q EXP. b-30-G?G �I�4l"t�./i� ��i� 0 760-340-9005 F 760-340-9100 '� � �'���'` DV�tG. NAME 800 North Haven Avenue, State 300 ,>RArw AT LEAST TWO W1YS OFFICE LOCA11ONS: PALM DESERT & IRVINE �`'- . ° rM Ontario California 9V64 II-I p�AN cK R�weMITTAI - A5 NO'Ti~D 51 T L AN BQORE YOd Ifii .� vE5161 D Jm NUMBER FILE NO. www.mrcengineering.com 0 Phone: 9M.4M.55750 �� BY velour" �� �' CPDXOO1✓ YNpt✓LiROONo OT SMM AL=r Of SO =CALROIMNA PROJECT NUMBER # 4019.00 CHECKIM I DATE FORT CITY OF PALL/ DESERT CFVXOOOO-0015 R E V 1510 N 5 GGG 1 5/20/05 i ED=i I I ! 0 0 o°o° 0°00 �y ? rr ! i i O0Op O0O0 I cr i �r c r i i Ouou OpOp ! ! O O ODOR 0000 I ! I i � I cc O o 0°00 o°o° °o°o 0 0 0 0 -, 000000 0°0° 0 00 0 0 ' 1 -- r o r \ I ' r_ ^ %l o I I ® 0 l oo - ` O 0 opop 00 0000 00 0 a 0 \ •, ,' O000 0000< rr--- O O O O I.E. = -2b(o r -- - - ,-- I I \ I 0 nr.di u el (48 GPM) `-�-� Q F&I F&I F& U I U U U U 0 0 0 0 0 0 I i o i ❑ 0 0 0 0 PRI''4REI7 BY: IN THE CITY OF PALM DESERT, CALIFORNIA D BY: DIG ^L-ERT 5 " T MRC ENGINEERING., INC. 4551 DAV 1 D EVAN 3 FREEDOM PARK p clTrIr -�osaI S. 6Av�susr+ 1—" 1 . 1 —1 DIAL TOLL FREE PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS � ;' -► v by Q AND A S s 0 C 1 AT E S INC. DATI: 1'800-422-4133 1255 EAST RAMON ROAD e`Exp� I.3219' OF R.G.a=. NO. 42138 EXP. 3-5I-04 s�r�o o M PALM SPRINGS, CALIFORNIA 92264w >a:r. * 800 North Haven Avenue, Suite 300 Dwe. NAME AT LEAST TWO DAYS (0) 760-325-1045 ( (F) 760-325-3025 , _ `°� Ontario California 91764 "''� K '"` rat"-rAI. nRArw ��a5 NOreD 5 1 T� �'l.-AN BEFORE YOU DIG fii,Ah1t, ��� �P DE516NED .IOB NUN93ER FILE NO. OFFICE LOCATIONS: PALM SPRINGS & IRVINE ; Phone: 909.481.5750 DAM or r�eaarIM rM PAW UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA www.mrcengineering.comF- GHEGIGBD REY1510N5 DATE F' CITY OF PALM DESERT I FOR CONT. 3' SD t OD EX f SEE -foil 3' SD + 6' .l ABV.FIN. SURFACE i2'/Z,� ❑ 1 II II II II II II II II II I I it II II If II II II I II II i li � E::�> 31SDUP ELOW ,SOFFIT INCH \\ I II I II II II I� ll II II II i I II I I // i 21/2' CW DN. DF-I 1 \ \ II II II II II II II Il II II I I II I If 1! II II I II II II II i i /i // 4 i 1/2, CW DN. /\ ,/2,_ �, FCO i 2' W. DN. ii fi a 3' C.O_ C.O. SA.V. (tYPJ —2 I 4' ( I ° 3' OD 1_ I l�l I 2' V. UP — — — 2' V.T.R.— CW NDR— — — — — — — — — — — — = 2' CW HDR. I I 2 �,�x 2. 2' FD-1 �z'� .Iqi , tT-1W/ 1/2' TPDN. 104, o u=2 2 co. i 1 � o WHA - - - - -� MECH. EQUIP. SEE MECH. DWGS. 4' Vt.R.—_, 0 I I we-2 We-2 I �° � 1 _ ❑ _ f I1 _ _ _ _ _ = = _ _ _ _ _ _ El 2, WWa III == ❑ _ i 04 I m6 CD ' CD T I 6 L _ �� CONDENSATE DRAIN I 21 I 02 r TRAP, SEE 3' 05 I I 2' W. N '�- ' WC-2 3/{' 1/2' - - 3/<' 1 , / �2 21 , 41 SO 41 _ I • 3/4' 5-12 IS 7P , 21 - II II 11 II II II II II II II II II I I I I II II li I! i I \ 2' 2 FD_I - FC° IL _Tp 13 12 -� FU 0 00 r i r I I I II I II it II I1 II II I II II it II II I II I II II II fl li I \ \ \\ 4' / // II ! 1I II II II 11 I II 11 II II I I1 I I 11 II II it I II II II I II II \\ S CONt. /i II !I 1I it II II II II II II II II II II II II II II II II II II II II II II fl I \\ PL1 !I II II I it I II II II II i II I I I I II I II I it I ❑ ❑ b ❑ ❑ E::�> 1-E,m Nolms: OI 2-INCH VENT DOWN. O 2-INCH WASTE DOWN. �3 4-INCH WASTE DOWN. ® 4-INCH WASTE DOWN, 4-INCH VENT THRU ROOF. O I-INCH CONDENSATE DRAIN DROP ON WALL AND SPILL TO SERVICE SINK © 1/2-INCH FILTERED COLD WATER TO ICE MACHINE. O PA.C. TO TROUGH DRAIN TAILPIECE. r-owNISHED BY KEC., INSTALLED BY PLUMBER ® TP-i BELOW SINK BEHIND ACCESS PANEL WITH 1/2-INCH TP DOWN TO FLOOR DRAIN. R00F PLAN FLOOR PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" THESE PLANS HAVE BEEN REVIEWED BY THE COACHELL.A VALLEY!HATER 01579I0T IN ACCORDANCE WITH WATER CODE TITLE T,DIVISION I,CHAPTER 5,ARTICLE 10.5,SECTION 65"'?ET SEO.REQUIRING EFFICIENT LANDSCAPE AND IRRI6ATION DES16N IN COOPERATION WITH THE LACAL GOVERNING A6ENCY(GIN OR COUNTY) DATE WATER MANA6EMENT SPECIALIST SERVICE DIRECTOR MRC ENGINEERLNG INC. --� A' O1� BY' 5 H E E T D BY: /N THE[1TY OF PALN D�'iiRT, CAL/�+ORNlA SIG A�-ERT � � �- � ; PROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS ' '' = DAV 1 D EVA N S E'REEDOM PARK P2■ �'� CITY ENGINEER -Mark Greenwood DIAL TOLL FREE 72-880 FRED WARING DRIVE, SUITE C-11 t PALM DESERT, CALIFORNIA 92264 � ;� ® ANo A S S O C I AT E S INC. RCF No. 5-��I Exp. d-3o-oe �� Ci K �t �0� OF 1-500 22-4133 , Ex W,3-D6 AT LAST 1t�IlO pA>r� (0) 760-340-9005 I (F) 760-340-9100 TM 804 North Haven Avenue, Suite �� 11-15.05 PLAN CHECK RE U5MITTAL ° 5 NOTED ®® PLAN DVS. NAME OFFICE LOCATIONS: PALM DESERT & IRVINE (Ontario Cakfornia 9964 noun you ON - VA1t OK 0050IlfICN NTD VAU _ GPDXO015 www.mrcengineering.com f_k I Phone: �,�.57� NUMBER FILE No. urn touNo AIM of SONU lrN cumoaru► PROJECT NUMBER # 4019.00 r R E V 1 51 O N 5 G GGG DATE 20/05 WY OF PALM DESERT GPDX0000-0015 i I I 1 is i 1 If U 1 TONS DRAIN SIZE f 0-3 3/4 ' 1 4-20 I' 21-90 1 1/4 " DRAIN LINE SHALL BE At LEAST THE SAME SIZE AS THE NIPPLE ON THE UNIT. VENT A/C UNit 6' DIELECTRIC UNION 'A' DOWN THRU ROOF, SEE FLOOR PLANS — 3' MIN, TYPE 'M' COPPER TUBING WITH WROUGHT COPPER FITTING NOTES: 1. ALL INTERN? CONDENSATE DRAINS ABOVE CEILING SHALL BE INSULATED . UNIT TYPE 'A' 2. IF HORIZONTAL " IS GREATER DRAW THRU S.P. x {.5 + 2' S.P. x 0.5 + 1' THAN 15 FT. , INSTALL VENT SAME SIZE AS DRAIN . BLOW THRU S.P. x 15 + 2' S.P. x IB + 2' 1 S.P. = SYSTEM STATIC PRESSURE-INCHES CONDENSATE DRAIN TRAP N O N E� �I i THERMAL EXPANSION TANK 'AMTROL' THERM-X-TROL 05T-5 UNION (TYP.) PRESS. 4 TEMP. RELIEF VALVE UNISTRUT FASTENED CHECK VALVE TO MASONRY WALL At BALL VALVE BACKING.MINIMUM OF THREE _ 3/4' H t CW i I/2' HEX HEAD — 3/4' CAP SCREW P3010 UNISTRUT NUT 16 GA. x I' WIDE STEEL SCRAP AROUND WATER HEATER t ANCHOR P1546 FITTING TO WALL (TYP. 2) i UNISTRUT P1000 ELECTRIC WATER BRACE HEATER I22'x22'x4' 16 GAUGE 1/2' MIN. GALY 614EET METAL DRAIN PAN 3/4' DRAIN,WELD UNISTRUT UNITED TO DRAIN PAN INTERLOCK GRATING ANTI-SKID SURFACE 9' WIDTH AND THEE (PIECEGHT 3/4 PIPE TO FLOOR SINK 16 GA. x 4' STEEL STEEL PLATFORM PLATE (TYP.) CLIPS WELDED t0 UNISTRUT P2545 30' PLATFORM t DRAIN BRACKET TOTAL OF PAN (TYP 4 PLACES) TWO BRACKETS i SCALE WALL MOUNTED WATER HEATER NONE i i I TiiE5E PLANS HAVE BEEN REVIEMV 5Y THE COACHELLA VALLEY HATER V15TRICT IN ACCORDANCE WITH HATER CODE TITLE 1,DIV151014 1,CHAPTER 5,ARTICLE 10.5,SECTION 65M1 ET 5W.REQUIRING EFFICIENT LAND5CAPE AND IRRIGATION DE51GN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) DATE HATER MANAGEMENT SPECIALIST SERVICE DIRECTOR AL M R C E N G 1 N E ERI N G, I NC. :may Sys r�PPROVED eY, IN =19 Cffl' t* PALM DESERT, "UPORN1A 5 H E E T DIGPROFESSIONAL ENGINEERS & LIGHTING CONSULTANTS / - DAV 1 D EVA N S FREEDOM PARK P3. 1 72-8$0 FRED WARING DRIVE SUITE C-11 x CITY ENGINEER -Mark Greenwood ou►r.Tots ' p Q AND ASSOCIATES i NC. DATE OF PALM DESERT, CALIFORNIA 92264 - ,: 57g8gp 6_30-0 J 6 1400-422.4133 � � �'� �� F (0) 760-340-9005 1 (F) 760-340-9100 Fx .�3 ° 0 Haven Avenue State 340 JN�t�i BAR' DWG. NAME AT LAST TWO DAYS , ! TM WO ' I I-I!3-05 PLAN GHE°GK 118MITTAL DRAIN SCALE NOTED F L U( " 1 E3 I I�l V r. E T A I L S OFFICE LOCATIONS: PALM DESERT & IRVINE , Ontario Cs�tf01'nl8t �II64 BEFORE I/OY DIQ ' NUMBEIR www.mrcengineering.com Phone 909,481.J�rJO VAU °Y °gym A "D D"'�U �s GPDXOOI'5 FILE No. 9NDiNp slRYlCtALMCWSOWNIMCALMOU1 PROJECT NUMBER # 4019.00 fit E y 1 g10 N 9 cF�C DA,� FOR' MY of PALM DESEW CPDX0000-00 RiROr 15 i i GENERAL NOTES: EXIT REOU 1 REMENTS: - 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 1. ALL LEGAL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE Or-A&ATIOriAL SYMBOL I CESS 2001 CALIFORNIA BUILDING CODE - BASED ON THE 1997 UBC, WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR I C I 2001 CALIFORNIA MECHANICAL CODE - BASED ON THE 2000 UMC, EFFORT, OR SHALL HAVE LEGAL SIGNS POSTED READING 2001 CALIFORNIA PLUMBING CODE - BASED ON THE 2000 UPC, THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." 2001 CALIFORNIA ELECTRICAL CODE - BASED ON THE 1999 NEC, IN SHAD AND ALL OTHER APPLICABLE CODES, AS ADOPTED BY THE IT- 14" AREA40 \ / CITY OF PALM DESERT AND ALL OTHER GOVERNING AUTHORITIES 2_ REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF EXIT SIGNS. -�►� HAVING JURISDICTION. / iY INTERNATIONAL SYMBOL / 3. CONTRACTOR SHALL PROVIDE TEMPORARY EXIT SIGNS TO ASSURE ( LS A T AT / 2. STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL & INTERIOR A MEANS OF EGRESS DURING CONSTRUCTION. I / UNISEX DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. O IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK I ` WITH THE ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH 4, DOORS EQUIPPED WITH PANIC HARDWARE SHALL BE OPERABLE J J R I2• I2° THE INSTALLATION OF STRUCTURAL, MECHANICAL, ELECTRICAL, OR WITH A MAXIMUM FORCE OF 15 LBS. APPLIED TO THE BAR IN THE I / FINISH WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE DIRECTION OF EGRESS. � ARCHITECTURAL DRAWINGS AND THE CONSULTANT DRAWINGS THAT COULD CAUSE AN AWKWARD INSTALLATION. IT SHALL BE BROUGHT iC=Lp \ TO THE ARCHITECTS ATTENTION FOR CLARIFICATION PRIOR TO 5. ALL EXIT SIGNS SHALL HAVE 6 HIGH LETTERS IN ACCORDANCE $ INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH LOCAL CODES OR SHALL COMPLY WITH THE REQUIREMENTS T WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE PER THE CURRENT UBC. LUMINANCE ON THE SIGN SHALL BE 50. 00ONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE ALL ILLUMINATED EXIT SIGNS SHALL HAVE RESERVE POWER.TO THE OWNER OR THE ARCHITECT. z 48•MIN 6. DOOR HARDWARE SHALL BE OPENABLE WITH A SINGLE MEN 3. IN NO CASE SHALL THE DRAWINGS BE SCALED FOR DIMENSIONS. EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS THE HARDWARE (LEVER OR PUSH TYPE IS ACCEPTABLE) 24'MAX. IN THE FIELD BEFORE PROCEEDING WITH SUBSEQUENT WORK. THE MOUNTED 30" TO 44" ABOVE THE FLOOR. e" 6" ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES FOR MIN. MAX "-2"WPM CAM TEXT CLARIFICATION PRIOR TO PROCEEDING WITH SAID WORK. R►ISW V82"IN SAM S iiF 7. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING w H SIMPLE z SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE. 4. SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING SYMBOLS AND I DRINKING FOUNTAIN SIDE VIEW NO SCALE DRINKING FOUNTAIN PLAN VIEW NO SCALE I HANDICAP DOOR SYMBOLS NO SCALE ABBREVIATIONS, OR THERE EXACT MEANING, HE SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION. ACCr=95 REOU I REMENTS: 5. ALL CONSTRUCTION AND DETAILS SHALL COMPLY WITH THE CITY OF 1. ALL PUBLIC ENTRANCES SHALL HAVE A THRESHOLD NO HIGHER JURISDIC11ON AND THE GOVERNING CODES AND ORDINANCES; BOTH THAN 1/2" WITH BEVELED EDGES. MAXIMUM VERTICAL FACE OF STATE AND LOCAL CODES AND ORDINANCES. THE THRESHOLD SHALL BE 1/4" WITH A MAXIMUM 1 TO 2 SLOPE. Of WALL LINE 6. THE CONTRACTOR SHALL, IN THE WORK OF ALL OTHER TRADES, 2. ALL PUBLIC LIGHT SWITCHES, FIRE ALARMS, AND OTHER PUBLIC 52"CLEAR z PROVIDE ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING CONTROL SWITCHES AND DEVICES SHALL BE MOUNTED A MAXIMUM AND THE LIKE NECESSARY TO COMPLETE THE WORK AND RESTORE OF 48" TO THE TOP OF THE MOST OPERABLE POINT ABOVE THE LAVATORY ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE FINISH FLOOR SURFACE. SItK WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITION TO THE TOYCLS T0104" TOMB. AIR SANITARY CUPS SATISFACTION OF THE ARCHITECT AND THE OWNER. 4 MATE ; �y� a DRYeR NAPKJNS 3. ALL SWINGING DOORS SHALL BE OPERABLE BY A SINGLE'EFFORT. 7. ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER-FLASHING, EXPANSION JOINTS, SHALL BE CONSTRUCTED IN SUCH A MANOR AS 4. ALL FLOORS SHALL HAVE A NON-SLIP SURFACE. 1 TO MAKE THEM WATERPROOF. O �_ TDB I ANAL 5YN180L 5. ALL GRAB BARS SHALL BE MOUNTED 11/2" CLEAR FROM WALL „ F-1IB)8. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. OR PARTITION. o o 9. WHERE FACTORY FINISHED OR FACTORY PRIMED ITEMS OCCUR 6. PROVIDE APPROVED BRAILLE SIGNAGE FOR ALL PERMANENTLY ° SUCH AS GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC., SIGNED ROOM/SPACES. i PAINT TO MATCH ADJACENT AS DIRECTED BY THE ARCHITECT. $ g ECURI TY RE tU I REMENTS: , V Mk 10. PROVIDE INSPECTION AND REPAIR ACCESS FOR PLUMBING FIXTURES HAVING SUP JOINT CONNECTIONS. CLEARANCE 1. ALL PIN TYPE HINGES WHICH ARE ACCESSIBLE FROM THE EXTERIOR OF THE SECURED SPACE SHALL HAVE NON-REMOVABLE HINGE PINS 11. STRUCTURAL SHOP DRAWINGS SHALL BE SUBMITTED TO THE WHEN THE DOOR IS CLOSED. IN ADDITION, THEY SHALL HAVE A ARCHITECT FOR REVIEW BY THE STRUCTURAL ENGINEER MINIMUM 1/4" DIAMETER STEEL JAMB STUD WITH A 1/4" MINIMUM (IF APPLICABLE). PROJECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED. _ ANIP 12. GENERAL CONTRACTOR SHALL COORDINATE SITE PLUMBING, LEVEL FLOOR AMA DOUBLE-LEAF DOORWAY ELECTRICAL, TELEPHONE & EXISTING UTILITIES WORK TO COMPLETE 2. DEAD BOLTS SHALL HAVE CASE HARDENED INSERTS. OPERATING SYSTEM. 6 TOILET ROOM ACCESSORIES NO SCALE 2 WHEELCHAIR LAVATORY CLEARANCE NO SCALE 3. NO THUMB LATCHES OR KEYED CYLINDER DEAD BOLTS ALLOWED 13. ALL REQUIRED WORK AND REPAIR OF DAMAGES ON AND OFF ON ANY DOOR UNLESS OPERATED BY A SINGLE ACTION WITH LEVER. PUBLIC PROPERTY SHALL BE IN ACCORDANCE WITH THE GOVERNING REGULATIONS. MATCH AND PATCH OF THIS WORK IS TO BE CONSISTENT WITH REGULATIONS AND EXISTING 4. DOORS WITH GLASS PANELS AND GLASS SIDE-LIGHTS SHALL 52'CLEAR AMIN.IF 4 LAXNi ADJOINING CONDITIONS. HAVE FULLY TEMPERED GLASS PER CODE REQUIREMENTS. GLAZING SHALL BE WITHIN 24" OF DOOR. 14. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE PROVIDE INTERNATIONAL SYMBOL yw L ryl+lstl y�l_rllsrl MASONRY UNITS, CENTERLINE OF STEEL BEAMS OR COLUMNS, 5. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER AC4of 15MISI I Doom EXTOtk7R (UNLESS OTHERWISE NOTED). LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF � � m.Marl. THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. rMalaeoR I 1/2"MAX. YtIJl HIM LAVATORY15. FINISH FLOOR ELEVATIONS ARE TOP OF CONCRETE. (UNLESS OTHERWISE NOTED). 6. EXTERIOR SWINGING DOUBLE DOORS USED AS EXIT DOORS SHALL CLEM FLOOR 9PA4E HAVE APPROVED AUTOMATIC FLUSH BOLTS AND SHALL NOT HAVE 16. FRAMING MEMBERS SHALL BE ARRANGED AND SPACED AS TO DOOR KNOBS OR SURFACE MOUNTED HARDWARE. It PERMIT INSTALLATION OF PIPE CONDUITS WITH A MINIMUM OF c T I/4' w LAVATORY ae O 1 CLEARANCE. CONTRACTOR SHALL PROVIDE AND INSTALL ALL ENER611' REQUIREMENTS: el�.ow 12INIM OLc STIFFENERS, BRACES, BACK-UP PLATES AND SUPPORTING Fated FLOOR BRACKETS IF REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED RAILINGS, CASEWORK, TOILET ROOM ACCESSORIES, 1. FIXED WINDOWS SHALL BE SEALED TO LIMIT AIR LEAKAGE AND $ �a1tAI� MECHANICAL, ELECTRICAL, PLUMBING OR MISCELLANEOUS EQUIPMENT. AIR INFILTRATION. rtls�stloLD g $ti i MAIM 170e 17. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD 2. ALL EXTERIOR DOORS SHALL LIMIT AIR LEAKAGE AROUND EDGES. INSTALL CASING BEADS WHEREVER WALLBOARD, THEIR PERIMETER WHEN IN A CLOSED POSITION. 48•Mk PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL AND PROVIDE SEALANT AS REQUIRED. 3. PROVIDE SEAL OR ASTRAGAL AT HEAD, SILL AND JAMB. V2•MAX. 18. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER AND IN ACCORDANCE WITH CITY REQUIREMENTS, 4. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, 51N6LE-LEAF DOORWAY® SWT PLAN AND ANY PENETRATIONS OF UTILITIES THROUGH THE ENVELOPE, 19. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES SHALL BE CAULKED OR WEATHER STRIPPED TO LIMIT AIR LEAKAGE. UNLESS SPECIFICALLY INDICATED OTHERWISE. f I 1 E DEf 6RTMENT REQUIREMENTS: 20. ALL EXTERIOR DOOR LANDINGS GRADE SHALL HAVE A SMOOTH IO DOORWAY CLEARANCE/ACCESS NO SCALE I DOOR THRESHOLDS NO SCALE 3 LAVATORY - WALL HUNG TRANSITION TO ADJACENT PAVED SURFACES. 1. FURNISH PORTABLE FIRE EXTINGUISHERS WITH RATING OF NOT LESS THAN 2A10BC WITHIN 75 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE OF THE BUILDING OR AS REQUIRED BY THE 21. SUBMIT MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR SMOKE FIRE DEPARTMENT. DETECTORS TO BUILDING INSPECTOR. 2. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE GASES OR g 22. PRIOR TO THE POURING OF CONCRETE, A REPRESENTATIVE OF HAZARDOUS CHEMICALS SHALL COMPLY WITH CALIFORNIA FIRE CODE THE CONSULTING FOUNDATION ENGINEER SHALL INSPECT AND REQUIREMENTS. APPROVE THE FOOTING EXCAVATIONS. x1 FLON VALVE OONTRIX (AUTOMATIC OR RWAet.rJ 3. MAXIMUM ROOM OCCUPANCY LOAD SIGNS SHALL BE FURNISHED 1O""Ij1''� �' 12„MAK 6•MAx wore"p,"mew T*W 481 MIN. 23. INTERIOR PARTITIONS TO COMPLY WITH STRENGTH AND AND INSTALLED AS REQUIRED BY THE CITY OF PALM DESERT AND 80" BRASPft PINCh"OR DEFLECTION CRITERIA SPECIFIED IN THE LATEST EDITION OF THE THE RIVERSIDE COUNTY FIRE DEPARTMENT. MRIS1 TM5TiN6 AND R1sQ CALIFORNIA BUILDING CODE (CBC). 10„MAX 90" 42"MIN, sue"1.ryN NO Mrowm Twx 5 LE&OF 4. FLAME SPREAD RATINGS OF INTERIOR FINISHES SHALL NOT BE n 24. ANY USE OR REUSE OF ORIGINAL OR ALTERED DRAWINGS BY THE LESS THAN THE REGULATIONS REQUIRED BY THE 2001 CALIFORNIA ft"MAX I8" OWNER, AGENTS FOR THE OWNER, OR OTHER PARTIES WITHOUT BUILDING CODE, TABLES 8-A, 8-B, AND CBC 802.2. 'n� n REVIEW AND WRITTEN APPROVAL OF THE ARCHITECT SHALL BE AT THE SOLE RISK OF THE OWNER. FURTHERMORE, THE OWNER AGREES a TO DEFEND, INDEMNIFY AND HOLD THE ARCHITECT HARMLESS FROM 5. ANY DECORATIONS, I.E. DRAPES, SHADES, HANGINGS, ETC., SHALL BE 144'. ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY NON-COMBUSTIBLE OR FLAMEPROOFED IN AN APPROVED MANNER. lg. r MIN. FEES ARISING OUT OF THE REUSE OF THESE DRAWINGS. IF 15 Ml 25. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION x �. IR - - MEANS, METHODS, MATERIALS, TECHNIQUES, SEQUENCES OR 2 1VOTC z it PROCEDURES OR FOR SAFETY PRECAUTIONS ;AND PROGRAMS x.nall be<-29 1n.Oft r ;r I CUM FLooR SPADE 6•M,� IN CONNECTION WITH THE WORK. THE ARCHITECT DOES NOT ~- ewe,Z shall be>-x, - GUARANTEE THE CONTRACTOR'S PERFORMANCE AND NO mwn x<20 In.(so F_� M NMH FLOOR nw%"m Y owl be PROVISIONS OF THESE CONTRACT DOCUMENTS SHALL RELIEVE 46 Im 02W nW max- THE, CONTRACTOR FROM ANY LIABILITY DUE TO NEGLIGENCE, Y Mo.M1wn x Is 20 to INCOMPETENCE OR ERRORS OF OMISSION; i �Ow Y sha ll6 e, 44 In.0120 mW a mc- town. 26. THE ARCHITECT PREPARING THESE CONSTRUCTION DOCUMENTS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO THESE DOCUMENTS. ALL CHANGES TO THESE DOCUMENTS MUST Z BE SUBMITTED IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THE DOCUMENTS. HANDICAP REACH NO SCALE S TOILET ELEVATIONS NO 50ALE 4 URINAL - WALL HUNG NO 50ALE THESE PLANS HAVE BEEN REveco BY THE COA4C.HELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 1,DIVISION I,CHAPTER 5,ARTICLE 10.8,SECTION 6554"ET SM.REMIR►N6 EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL 600VERNIN6 AGENCY(CITY OR COUNTY) DATE WATER MANAGEMENT SPECIALIST SERVICE DIRECTOR �M IN THE CITY OF PALM DESERT, CALIFORNIA 5 H E E T DIG ^L-ERT ' PREPARED BY. APPROVED BY- ARCHTECTS INC. FREEDOM PARK DAViD EVANS DIAL TOLL FREE CITY ENGINER -Mcak Greewood A0 * 1 ANDASSOCIATES mc. DATE GENERAL NOTES of 1-800-422-4133 k R.C.E. No. s-ra8a EXP. 6-30-08 �; NO. C-137I32 �. � 800 North Haven Avenue, suite 300 HANDICAP ACCESSIBILITY DETAILS pwc;. NAB AT LEAST TWO DAYS [2LNy�j�/ Tr4 DRAWN SCALE BEFORE YOU DIG � ���CAO�• ARCI-�TECTURE PIU►IWIVG •cONSU.TNG Ontario California 91764 DESIGN JOB Nur�ER T 74-00 ra�wa m.> .saa.ran o..■t,ca►sl�eo-Tr ieorrrl~> Phone: 909.481.5750 DATE BY DE50RIPTION APP'D DATE GRP FILB No. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA R E V 1 5 1 O N 5 CHECKED DATE ' CITY OF PALM DESERT GRP 11/15/05 t I I i i I i 4a'-Olt R. ❑ ACORN 18" LAVATORY W/OVAL HOWL B BACK SUPPLY MODEL # 1652 A ❑ ACORN ON WALL MOUNTED JET TOILET A2.0 A5.0 2 BACK SUPPLY MODEL # 1664 1�_4�� 45'-4° I _4�� PANEL METAL ROOF GLASS BLOCK TYPICAL 14" DIA. SOLATUBE ACORN WALL MOUNTED BLOWOUT JET URINAL BACK SUPPLY MODEL * I-100 30'-8" b'-O" W/ 4" COLLAR ® ACORN STAINLESS STEEL RECE55ED y HOSE BOX WITH WALL FLANGE MODEL #6140 6'-b" 3'-4" 20'-O" 1'-4" 6'-O" 2'-O" i aVANDAL STOP PRODUCTS 616ANTIC JUMBO ROLL MODEL #JRD cV © VANDAL STOP PRODUCTS PAPER TOWEL DISPENSER MODEL #SFPTD _� b" S" b" 4" HIGH 6-O 6-oil 6'-O" 2-O 2 -O 4 O - ❑ HALSEY/TAYLOR HI-LO DRINKING FOUNTAIN HSKPL #6 PAD M.O. M.O. M.O. 5I MODEL 045"15 SEE ELEG. 3 3 3 1 B B ® NOT USED ® LIGHT BROOM FINISH SEALED CONCRETE FLOOR ' HI i O N 2 7-O ell-4 7:75-O N cv 10 8"x84xib" SPLIT FACE EXTERIOR GMU WALL Oi - _ W/SMOOTH FACE INTERIOR 1 2'-O" �� 1� IOI 12 f LO �O 2 N is I I FOLD DOWN CHANGING TABLE / 6 1NOMEN'5 "' I I �� - 5 O r 12 STAINLESS STEEL TRASH RECEPTACLE i---i �d,� I't RESTROOM —1 B I I / I"f 17 5 3o I 21 6 L 30 J - - S O 15 PUMP(ANCHOR TD CONCRETE SLAB) -- — —I .,i - - A5.0 A5.0 I I a TYP i 15 ( 0 14 MOTOR CONTROL BOX (MOUNTED ON WALL) r ® i---i 11 I TYP. TYP. u1 IO a"xa"x16" SPLIT FACE ® ; EXTERIOR CMU WALL 15 WATER SOFTENER(WITH SEISMIC, STRAPS) ELECTRICAL I I I o I I6 BRINE TANK (WITH SEISMIC STRAPS) ROOM L--- 1 11 1' I S 5-6 2 5-6 3-6 3-6 2-5 2-5 -I ELr - i� ° �MaJ�rTF1_°ONoVERHE�-sRAGED G a� 2 0 T�I' PLUMBING CHASE ,Q�_h„ 2 _ A - o R TR®®M I Y A ( ®I �l 4 �! O _ N�O A2.0 N N I 5_bit 5�_ '-5 I/2" 51_611 51_011 2'-10 I/2" -t'-O" In '� N ��- s �� 18 POL 5TA�59 5TEEL MIRWR 13 15 16 15 50ALE: I/4 -1 -O Q ADA B.S. 6RAS BAR - 3ts litivT; L01w I ( i i—+ R14 �BOBRIGK MODEL 8-550 OR EQUAL I I la II I ADA 5.5.6RAB BAR - 42 INCH LONG HG 2 // / \ / BOBRICK MODEL B-550 OR EQUAL I I II. O 21 FLOOR DRAIN -REFER TO U5 a S�'P. - ,� t = O 4 ATTIC METAL LOUVER VENTS ❑ MECHANICAL PLANS FOR SIZE AND LOCATION to n \ Li 5 m i �� la " m 4 O TYP. 14" VIA. 50LATiJBE K ENO TE I E�E N D U ��-' \ 5 21 �,P 1 -Y 'ATAS' DUTCH SEAM W/ 4" COLLAR ` LL.yp CEMENT PLASTER j I-1 bC 102 9 I--� I - _ 'ATAS' METAL ROO 12 INTERIOR ELEVATION KEY _ I 2-0 2 U � � .,��y MEN`S �-3O" � `� I2 ` � —fig - 17 SEE A4.0 0 — RESTROOM �, O 4'-O" '-6" 3'-6" V-11 1/2" 11'-4 1/2" - I I 5_O�� 4 2 i ® ® - _ ' 4'-0 ... _O o VNALL TYPE LE67END A A� O8x8xlb 5PUT FACE EXTERIOR GMU WITH SMOOTH FACE INTERIOR - RUNNIN6 BOND,TOOLED 6-JOINTS AT EXTERIOR AND STRUCK FLUSH JOINTS AT INTERIOR. R S TRO O U I L� I �t 6 FLOOR �L A I `4 DEAD BOLTJ \_611 X WALL SPLIT FAGS SCALE: 1/4' I'-0" 7�17 50. FT. ENCLOSED FLOOR AREA O8x8x16 PRECISION CH) RUNNING BOND,STRUCK FLUSH JOINTS BOTH SIDES SIMILAR TO ABOVE - EXCEPT "" R �fiR®O1� REAR ELEVATION <e>6xbxlb PRECISION GMU o 61-6" HIGH SCALE: I/4"=1'-O" O9 8xOxib SPLIT FACE GMU BOTH SIDES - RUNNINS BOND TOOLED G-JOINTS BOTH SIDES EXHAUST FAN SEE MECH. PLANS FOR Wa" CEMENT PLASTER SIZE AND LEGATION 'ATAS' DUTCH SEAM 14" DIA. SOLATUBE ATTIC, METAL LOUVER VENTS PANEL METAL ROOF W/ 4" COLLAR TYPICAL 'ATAS''ATAS' DUTCH SEAM 14" DIA. SOLATUBE 'ATAS' METAL ROOF W/ 4" COLLAR ...1... ...+« .«,,.. 11111111111111..........«,,.. ..1.. 5 ,: •%............I.,.,.,...,.i,«,,,,..,«%,,.,,rr,,,?...., ....,i,..,,...,,J � ..i.. -S.. .. • .,.,.....- .,,,..r - ...... ' ......r... !A ......,rl... . ....,. «..:: HI/LO ADA .,. s',.....;....,f. DRINKING � I"" I FOUNTAIN 5.0 (BEYOND) NJ LDEAD BOLT \_8"xWxIW SPLIT FACE \_5"xWxI6" SPLIT FACE EXTERIOR GMU WALL EXTERIOR GMU WALL R S�ROOM FRONT ELEVATION R S�fiROOM RI &HT 5I EELEVATION SCALE: 1/4"=1'-O" SCALE: I/4"=I'-O" THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 1,DIVISION I,CHAPTER 5,ARTICLE 10.6,SECTION 0MI ET 5EQ.REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION NUTH THE LOCAL GOVERNING A&ENCY(CITY OR COUNTY) DATE WATER MANAGEMENT SPECIALIST SERVICE DIRECTOR PREPARED BY: APt'ROVED BY` IN THE CITY OF PALM DESERT, CALIFORNIA Eo ARc ARCHITECTS INC. ,r�� S H E E T DIG ^, ERT �S ti, a�Eo p �� y6,q" , DAV I D E VA N S FREEDOM PARK A290 CITY ENGINEER -Mark 6roenwoodDIAL TOLL FREE ' -► , ' t J urti. � .gt ANDASSOCIATES mc. DATE RESTRC�OM BUILDING OF 1-800-422-4133 R.G.E. NO. s,a8a ExP. b-30-Os �� No. C-„�sz Q �� ' * I%WWAM * 800 North Haven Avenue, Suite 300 Y �� EN. 12.31.05 ��a�o ";ice, � �iiiiy�imo�iiihaso%®i�irrii r DRAWN SCALE FLOOR �f1 N OW(7. NAME AT LEAST TWO DAYS ¢ Ontario California 91764 AA NOTED BEFORE YOU DIG F of \Fo ata- rEc1vRE • LNG CONSULTING EXTERIOR ELEVATIONS �� DESIGNED JOB NUMBER FILE NO. cA� �►+-` r Phone: 909.481.5750 DATE BY DESCRIPTION APP'D DATE GRP 74-W O H*w.y M,&ft M,Moto D�Mrt.CA MW-TO 7 rIO-=7 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA VAUD ONLY IF SIGNED IN RED CHECKED DATE FOR: R E V 15 I O N S GRP II/15/05 CITY OF PALM DESERT i j j I I i i i I i i { -------------- ------ — G A A3.1. y (V GONG. CURB d `� 4'-O" 40'-O" 4'-O° �, HEALTH AOENG`I' NOTES L PLAQUE PROVIDED BY THE CITY OF I � INCLUDE — PALM DESERT 1. THIS PLAN i I I SEVIIIA&E OR WATER SERVICE APPROVAL NOT . PRIOR" HE yo FINAL INSPECTION PROVIDE A GREASE B INTERCEPTOR 51ZIN6 FORM OR WAIVER FROM YOUR LOCAL WATER AGENCY. FOR MORE to PRE CAST GONG. / INFORMATION GALL COUNTY OF RIVERSIDE MANUFACTURED LAND USE AT (160)eb3-'7000. BY QUIGKGRETE PRODUCTS _ / METAL THRESHOLD '1A ( \ 2. THE HOT WATER HEATER MUST BE MINIMUM CONTACT: LINNY SMITH p TYPICAL ® ENTRIES AO.( I2KW/50,000 BTU FOR THIS FACILITY. (CISO i3 1-6240 (6) DOORS I " " " " " " " " p, S. ALL FLOOR, WALL, AND CEILING FINISHES IN i 3-4 3-4 4 3-4 2-O 3-4 4 4-O 2 -O 8-O 8-O dJ M.O. M.O. M.O. M.O. FOOD SERVICE AREAS MUST BE SMOOTH AND cV 2'-4 I/2° 4-5 I/2 EA51LY GLEANABLE INCLUDING WAITRESS AND \ SELF SERVICE STATIONS SUCH AS DRINK 5 1/2" 3 1/2" - 3_pt, ( ..� ® r — --� I , I DISPENSERS. --- I 4. THE MOP SINK MUST BE OF THE FLOOR HI LCI I BASIN STYLE. BEHIND ALL SINKS IN THE O - REFER TO LANDSCAPE ( mI - - % SPLASH ZONE THE FINISH MUST BE A DRWG'S FOR LOCATIONS i p O L_--42°-J _ I Q WATERPROOF TO A HEIGHT OF 6' (E.6. A2.1 d - - IN / N FRP/TILE) ' I I � 4 O j 5. THE TRASH ENCLOSURE MUST MEET CURRENT ` ® I V-4" - - STANDARDS AND BE FINISHED 50 THAT THE O /-� cA INTERIOR FLOOR AND WALLS ARE SMOOTH -1 4 a 2 _ AND EASILY GLEANABLE. SEAL THESE I < 1 O S< FLOOR PLAN ' r/ , ry / I I STEEL ANGLE ART EPDXY. SURFACES WITH AN APPROVED TWO 6 = _ �� DOOR SILL 1 I w 6. ALL EXTERIOR AND RESTROOM DOORS MUST 1 SCALE: I/2"=I'-O" - O ® - r i = OO ry BE SELF CLOSING. EXTERIOR DOORS MUST ALSO BE SEALED AGAINST ENTRY BY VERMIN. i \ I SERVICE WINDOWS SUCH AS DRIVE THROUGH II \ X N O WINDOWS MUST LIKEWISE BE SELF CLOSING - I STORAGE I" • TYP. _ _ 'ry AND IF GREATER THAN 216 SQUARE INCHES i 1 (� HAVE DEDICATED AIR CURTAINS. THE II TYP. \ = I / DELIVERY DOOR AIR CURTAIN A�R�'ST DELIVER PLAQUE PROVIDED it = ( / TOP OF CONCRETE= 20.20'= AIR AT VELOCITY OF 1600 FPM AT A HEIGHT BY THE CITY OF 8-p _\T IOC O ' �-----� IL- DATUM= O'-0" OF 3 .AE�VE THE FLOOR. f PALM DESERTZAS v.rT•0 O A MEWS m t =I PRE CAST GONG. O 5TROOM I°m f tu 1 A B i MANUFACTURED 3.1.3 — — — L-- —� = N I--- --� n_ dp t f BY QUIGKGRETE PRODUCTS 0-N - < 30 X50 - ' - _CONTACT: LINNYSMITH `t v ' ' _ (4151) -13?-6240 -' % - to ROOF HATCH f_4t� O .fl 12 q`-4" 3t_4tt bt_8tt n REBAR = m TYP. �° Z= IS =� = CEMENT KIOSK `� O 15 m j TYP. MEWS m - I TO BASERESTROOM _ I I ACORN IS" LAVATORY W/OVAL BOWL GANG. CUR$ 5 -O ry 6 0 4- 2 BACK SUPPLY MODEL M 1652 'I 0 4a ae © A5 ( D ACORN ON WALL MOUNTED SIPHON JET TOILET 5 ry ry BACK SUPPLY MODEL 1684 l03 0 D 3 ACORN WALL MOUNTED BLOWOUT JET URINAL TYP. TYP. m 12 - 3 TIER HIGH LOCKABLE � � 1 2 � BACK SUPPLY MODEL * I-roo $' m (2L�)/E5 2 STOR. ROOM ® ACORN STAINLESS STEEL RECESSED " " - HOSE BOX WITH WALL FLANGE MODEL #6140 � GIGANTIC JUMBO ROLL MODEL bJRD OF RHAN6 HG/WG _ ej VANDAL STOP PRODUCTS(TOILET PAPEf� — — ° TOP PRODUCTS 13 m u I O2 VANDAL© PAPER TOWEL DISPENSER MODEL *SFFTV — —_-�_t-- - i - — — - - -I - - - -� —� —II-- O '� o O `0 12 O DOR. I a HALSEY/TAYLOR HI-LO DRINKING FOUNTAIN 0-\ 2 1`I' - � 2 i TYP. � _ MODEL M4595 FRONT ELEVATION - - (V £,m=�- O ® NOT USED ! A � N 50ALE: 1/2 1'-0 ® LIGHT BROOM FINISH SEALED CONCRETE FLOOR 10 IOS9 = --' 13 �, _ _ ib 15 v d ELEG. ANELS- ELEGTRI C, `� - Io SMOOTH SEALED CONCRETE FLOOR -- --- - --- -------- - -- REFER TO ELEC. m ONTROL RM. 10-7 0 g ❑ VOWS, O _.... . TYP, .BAN. 14 10 PA RNED CONCRETE i I FOLD DOWN CHANCE TABLE i REFER TO L -i 4 LC-2, TYP. TOILET PARTITION "SANTANA" FLOOR-MOUNTED OVERHEAD-BRACED - / y REF. REF. I I 13 ADA S.S.GRAB BAR- 36 INCH LONG J ry 11 a AIR 1GVUER AIN O BOBRIGK MODEL B-550 OR EQUAL j 4 +� - I I = ! ADA S.S.GRAB BAR- 42 INCH LONG REF. 1 '�� 16 I I d ry 14 BOBRICK MODEL B-550 OR EQUAL ,o� 3-COMP. SINK I M� RAG� �VE / IOI 1 --1J A�3Z \ � „ FLOOR DRAIN REFER TO I5 MOPL5 4-O p 15 PLUMBING PLANS FOR SIZE AND LOCATION SODA , r TRUNKNE I6 CORNER GUARD- REFER TO KITCHEN DRAWS _ I A Ip r` ' ' , '-1" 4'-O° MACHINE 15 4'-O" ,. a,. ........ 1 <E TeNOTE L E&END II ,//fi3S1//i.tiit rS/'N ............•..................... I FREEZER _ •i l I O O OO 411 IN. RTOP a ;i Q �_�__ 9'_4' 2'_O11 -2 I/ I �-^� �_.li ° — —I�_� 0 �', M.O. M.O. A5.1 rY0 Y `ILL. T I L_E�ENL/ JJ a a _ _ — - PRECAST CONCRETE METAL ROLL OWN 210 S.F. MAX O 1 IEEI I I= _ =L;T--,�, T --T,- — I =_=I =I I d) COUNTERTOP, TYP. DOOR V. Q NO AIR GURTAI — — �-� -- _ _ - I REFER TO DETAIL 2 _ _ � � I 8x8xi6 SPLIT FAGS EXTERIOR GMU � \\�j. WITH SMOOTH FACE INTERIOR - i 2D _ R4NWIN6 BOND,TOOLED G-JOINTS 0-N � AT EXTERIOR AND STRUCK FLUSH i f N � ��ry JOINTS AT INTERIOR. SIDE E L E X A I I O I `� � SIMILAR TO ABOVE - i i sV EXCEPT FURRED WALL =-=-==i= --_---------------- '- ----. SCALE: 1/2' I'-O" I 2x4 ® 16" O.G. W/5/8" GYP.BOARD PATTERNED CONCRETE �() AND FRP ONE SIDE WHERE IT OCCURS REFER TO LC-I 4 LG-2, TYP. ry 12'-10 1/2" 2'-O" 12'-10 1/2" 2'-O" 12'-10 1/2" 2'-O" 2 xlb PRECISION GMU 46'-1 1/2" I RUNNIN6 BOND,STRUCK FLUSH JOINTS BOTH SIDE5 WHERE IT OCCURS SIMILAR TO ABOVE - INTERIOR ELEVATION KEY EXCEPT FURRED WALL �`� '� 2x4 ® Ib" O.G. W/5/8" GYP.BOARD ,',��; SEE A4.I AND FRP ONE 510E WHERE IT OCCURS ______�__===__=_=_'=___=�_�___�_ „ A 26 SIMILAR TO WALL TYPE 2 - EXCEPT 1 - FURR-OUT WALL 2 '�' t.3 bxbxlb PRECISION GMU o b'-b" HIGH BEYOND ANCHOR PLATE 4 2 SNACX BAR FLOOR PLAN - 3 SCALE: 1/4' I'-O" 22"72 5a. 1=T. ENGLO5ED FLOOR AREA THESE PLANS HAVE BEEN REVIEWED BY THE GOAD VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE"1,DIVISION I, PTER 3,ARTICLE I0.6,SECTION bW'7 ET SEG.REQUIRING EFFICIENT LANDSCAPE AND I i6ATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY(GI OR COUNTY) __....___ _---_. __..__ __-_.. .. ......... __.__ _______- _____ __._.. -.__ -._---__._ _._._- ----___.-._...__._-- -----_--- ___-__.-- _._.____.__--- _-- _ ....----._-_ ___.__.. ..____.-- --_--_-_ ..__-_-._ ---...___ ..___.._._._.... ..__...___ --------._... .._._-_-- ..___.--- -----._ . -_.__._..-... ---.__—____.__._-_.. ----._.__ -__._-.. _-___ ....----..__- _._..__ _ __ __---_ ..__.___._. _..__.. _.. _._.__._ ..-.--_..-- __-_. _-_ - -_ - -- __..__._-. _. __.__. .. _ .- -_ ______--. _ _. DATE WATER MANAGE_ T SPECIALIST SERVICE DIRECTOR APPROVED BY: PREPARED BY: IN THE CITY OF PALM DESERT, CALIFORNIA 5 H E E T DIG -xm—ERT SEo ARc y ' ARCHITECTS, INC. , ,�� � , �y6,gti , DAV I D E VA N S CITY ENGINEER-Mark 6reenwood FREEDOM PARK DIAL TOLL FREE A2* 1 u �{ AN D A S S O C I A►T E S INC. DATE (� ®® /� 1-800 LG 133 N N0. C-11782 k ` R.G.E. NO. 51141" EXP. 6-90-00 SNACK BAR FLOOR PLAN OF 800 North Haven Avenue Suite 300 KIOSK PLAN & ELEVATIONS DWG. NAME ` AT LEAST TWO DAYS -�� EN. t2.3�.os Z �� " � .� / ,��� �, �, DRAWN SCALE F O� ARCHITECTURE ,w pLA •+ CONSULTM �' �'' �� Ontario California 91764 4/b/os AA ENVIRONMENTAL HEALTH PLAN CORRECTION GRP 4/Iq/os AA AS NOTED DESIGNED JOB NUMBER FILE NO. BEFORE YOU DIG OF CA�-�� te a=�,� Phone: 909.481.5750 DATE BY DESCRIPTION APPV DATE GRP 74-W Hdww 11111,&ft M,Para DNW,CA 29M-TO 78WAIII-tom UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA VAUD ONLY IF SIGNED IN RED GHEGKED DATE FOR: R E V 1 5 1 0 N 5 GRP II/15/05 CITY OF PALM DESERT f CEILING LEGEND 5/6" GYP. BOARD GEILIN6 - REFER TO ROOM FINISH SCHEDULE FOR FINISH, TYPICAL. i EXTERIOR CEMENT PLASTER SOFFIT - REFER TO EXTERIOR ELEVATIONS FOR FINISH AND PAINT SCHEDULE, TYPICAL. 14" VIA. SOLA-TUBE BRIGHTEN UP SERIES O I B PITCHED, 5ELF-FLA5HIN6 A2.0 rA WANGLE WALL MOUNTED FLUORESCENT LIGHT FIXTURE E — — — — A3.0 REFER TO ELECTRICAL DRAWIN65, TYPICAL — — — — — 48'-011* 48'-D" (REFER TOU��TRiG ENT�PRAWROUND LTYPIGAL�� 32 EQUAL (FULL) PANELS 'ATAS' DUTCH SEAM PANEL METAL ROOF ( W/ L ,5 — EL REFER TO N GAL DDRMM5 TYPICAL O I } R } CEMENT 'PLASTER} } } W FLUORESCENT STRIP L16HT FIXTURE - ® Q Q ® Q ® A Q } REFER TO ELECTRICAL DRAWINGS, TYPICAL -� I :'AL COMP. FLUORE50ENT DOWN LIGHT FIXTURE - F F LC I ❑ I MOM __ , REFER 1 O ELECTRICAL DRAWIl:, , TYPICAL ' 7/1 C/ 1/.� T./41 14" VIA. SOLA-TUBE CEMENTPLASTER BRIGHTEN UP. SERIES . - M17 DV6 2 .PITCHED•SELF-FL•A5HIN6 dj SUPPLY AIR DIFFUSER - REFER TO MECHANICAL (TYP. OF.4) ' .� .+q.' I-I/8" ''•. DRAWINGS, TYPICAL CEMENT PLASTER Jn RETURN AIR 6RILLE REFER TO MECHANICAL n . n 0- O . n DRAWIN66, TYPICAL ❑ i I I I I I Z B I I DV6 O GEILIN6 MOUNTED EXHAUST FAN - REFER TO I ( ti I I A3.0 I I I• MECHANICAL DRAWINGS, TYPICAL. In _ MOTION DETECTOR - REFER TO LL _J j -- _1-__-� �- _ I I ELECTRICAL I?RAWIN65, TYPICAL. CEMENT PLASTER G ICI q ,. : • VO OPEN TO m m Q 5 E5 GE NT.PLASTER IT T TYP. OF (18) X '4z' I r--- -----� r- -T----- DVG SEE ELEGTRIGAL ( I• II ULly n U 1 2 I LINE OF 5LD6. BELOW CEMENT P BR LAST . SEE FLOOR PLAN TYP. DVG MD.. . 0 C 1 El T - -A l—1 1 Q Q Q CEMENT PLASTER Q Q Q NV& = NARROW V 5GREED \_-ATA5' DUTCH SEAM SEE FLOOR PLAN TYP. 14" DIA. 50LA-TUBEA BRIGHTEN UP SERIES D PANEL METAL ROOF W/ 4" COLLAR AND '°`2 O A3.0 DV6 = DOUBLE V 6ROOVE FLASHING (TYP. OF 4) BY STOCKTON PRODUCTS OR PLASTER SCREED MANUFACTURED i APPROVED EQUAL EQUIVALENT. Sfi OOI� U11�DINO O® PLAN REST OO1� 5UILDIN6 REFLEX I D � I I �1� AN i SCALE: 1/4' I'-O" SCALE: 1/4"=I'-O" I 2 'ATAS' DUTCH SEAM 'ATAS' DUTCH SEAM PANEL METAL ROOF I I PANEL METAL ROOF O .O 12 12 I - KyyW d- 1 EQ. EQ. J 5 . i r �... ..i... ❑ i EAM I m ❑ - ❑ s s a? O C O m (V I 3 `9 `9 r 1 EE LANDSCAPE �A TYPiGAL AO.I _...... ...... ...... ....... f.....,, m 1 I I 18" MIN. TO BOTT. OF FOOTING (SEE 5TRUCT.) RESTROOI� 5U I LD I N6 SEG T I ON A_A RESTROOM BU I LD I N� S Gfi 1 ON 5c5 SCALE: 1/4'=I'-O" 50ALE: 1/4'=I'-O" THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7,DIVISION I,CHAPTER 5,ARTICLE 10.6,SECTION "597 ET SEO.REQUIRING EFFICIENT LAND50AM AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) DATE WATER MANAGEMENT SPECIALIST SERVICE DIRECTOR PREP,4RED BY: A�O1�' BY' IN THE CITY OF PALM DESERT, CALIFORNIA DIG ,^%, ERT s�o AR�y ARCHITECTS, INC. ,, 5 +� E E T ED p ��� G. 6/,4 FREEDOM PARK DIAL TOLL FREE F �y DAV I D E VA N S urYr ti'!- CITY ENGINEER -Mark breenwoodA3 * 0 V Z � �` AND A S :�O Ci I AT E S I N C. DATE ]( , _ RESTROOM BUILDING ROOF PLAN OF 1-800-422-4133 u� NO. C-11782 R.G E. No. 57asa Exp. 6-30-08 REFLECTED CEILING PLAN DWG. NAME " t * rw-- -1&"— # 800 North Haven Avenue, Suite 300 • i. AT LEAST TWO DAYS y� EN. �2 a�.os Z Fr „� DRAWN SCALE BEFORE YOU DIG o� ,F° AR ' KA"""'� CONSULTNG �� � �� BUILDING SECTIONS `� Ontario California 91764 AA AS NOTED CAS- �# DESIGNED JOB NUMBER rMo+o 1M.sdta 282.wln oMrt.cr►�a2eo- Tel reour�amrr Phone: 909.481.5750 DATE BY DESCRIPTION APP'D DALE CARP FILE NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA VALID ONLY IF SIGNED IN RED GIiEGKED DATE FOR- R E V 15 1 O N 5 GRP 11/15/05 CITY OF PALM DESERT i 'j , CEILING LEGEND 5/5" GYP. BOARD CEILING - REFER TO ROOM FINISH SCHEDULE FOR FINISH, TYPICAL. EXTERIOR CEMENT PLASTER SOFFIT — REFER TO EXTERIOR ELEVATIONS FOR FIN15H AND PAINT SCHEDULE, TYPICAL. !PITCHED,SOLA SELF FLASHING TEN UP SERIES O rA 1.3 4' ANGLE WALL MOUNTED FLUORESCENT LIGHT FIXTURE REFER TO ELECTRICAL DRAWIN65, TYPICAL 46-7 I/2" I' X 4' FLUORE5GENT HRAP,AROUND LIGHT FIXTURE O REFER TO ELECTRICAL DRAWINGS, TYPICAL I 2' X 4' MODULAR FLUORESCENT LIGHT FIXTURE O YV/ LENS - REFER TO ELECTRICAL DRAWIN65, TYPICAL * FLUORESCENT STRIP LIGHT FIXTURE - r, REFER TO ELECTRICAL DRAWINGS, TYPICAL DVG (TYP). CONTINUOUS VENT STRIP MANUFACTURED BY COMP. FLUORE50ENT DOWN L16HT FIXTURE - 5TOGKTON PRODUCT 5 0 a-(SEE ATTIC VENT GALGS. . . � ' • � � �® "" � REFER TO ELECTRICAL DR.4.W!I�zS, TYPICAL ON SHEET A3.1.1) .. ' Q Q CEMENT PLASTER SUPPLY AIR DIFFUSER - REFER TO MECHANICAL DRAWING5, TYPICAL RETURN AI: +-1'-;O'" DRAWINGSRTYPIGAL GRILLE - REFER TO MECHANICAL z � • '• ' ' " ' ' ' CEMENT PLASTER CEILING MOUNTED EXHAUST FAN - REFER TO • MECHANICAL DRAWIN65, TYPICAL. O O MOTION DETECTOR - REFER TO ELECTRICAL DRAWINGS, TYPICAL. NV5'(TYP.) I I NV5 (TYP). t 1 GYP. BOARD 14"'VIA: 5OLA-TUBE' I 14" DIA. 50LA-TUBE SMOOTH FINISH BRIGHTEN UP SERIES I ; BRIGHTEN UP SERIES PAINT LIGHT PITCHED SELF-FLASHING i i 6" SELF-FLASHING WASHABLE COLOR . tTYF. OF (TYF. OF 2' L J I B OPEN TO TRAJISSES 7/E+".'6EMENT•PLASTER I NV5 (TYP) _� NV5 (TYP.). RooF HATCH WWI CEMENT PLASTER . ' i DEMENT PLASTER +q' i " CEMENT PLASTER: GYP. BOARD SMOOTH FINISH PAINT LIGHT N WASHABLE COLOR i NV5 (TYP) i i NV5 (TYP) GYP. BOARD L t SMOOTH FIN15H lY4ASH��E COLOR 14• 11 . - = • 0. - OPEN TO O ` TRUSSES , _ GYP. BOARD +q' I-3/8" ® O +q 1-5/8 SMOOTH FINISH ®' GYP. BOARD PAINT LIGHT GYP. BOARD SMOOTH FINISH WASHABLE COLOR SMOOTH FINISH PAINT LIGHT PAINT LIGHT WASHABLE COLOR (� WASHABLE COLOR 4 O !sr.. : L `J �� t14b� u MD MD 1 , .:.....::..:.:: O•• .::::...::.:... G MENT PLASTER i w �? a } A . SEE ELECTRICAL �. • I DV (TYP) LU 4" 4" TYP• P. 20 GA. 6ALV. SHEET METAL I AGGE55 DOOR COMPLETE W/ CONT. PIANO HINGE AND KEY NVG = NARROW V 50REED LOCKS - PAINTED, TYP. 2 SEE FLOOR PLAN TYP. DVG = DOUBLE V GROOVE A PLASTER SCREED MANUFACTURED BY STOCKTON PRODUCTS OR EQUIVALENT. I SNAC/< EAR REFLECTED CEILING PLAN, SCALE: 1/4' I'-4" THESE PLANS HAVE BEEN REVIEHED 5Y THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 1,DIVISION I,CHAPTER 5,ARTICLE 10.5,SECTION 65541 ET SEQ.REQUIRING EFFICIENT LAND50APE AND IRRIGATION DESIGN IN I COOPERATION WITH THE LOCAL 6OVERNIN6 AGENCY(CITY OR COUNTY) I DATE WATER MANAGEMENT SPECIALIST SERVICE DIRECTOR i i PREPARED BY: APPROVED BY` IN THE CITY OF PALM DESERT, CALIFORNIA 5 H E E T G A L-E RT A ` " FREEDOM PARK SEo Rcy T ARCHITECTS, INC. �°- D AV I D E VA N S CITY EN6IWEER-Mark Greenwood A3 . 1 j DIAL TOLL FREE �� fi? ,i u y AND A.S S C I AT E S INC. DATE - SNACK BAR OF 1-800-422-4133 08 800 North Haven Avenue, N N0. C-11782 Q � _. , f � � � R.G.E. NO. 5'1gt3�t 6- t REFLECTED CEILING PLAN EN. 12.31.05 `i i / * * Suite 300 D�p� SCALE,ate NOTED DWG. NAME AT LEAST TWO DAYS F P � COIVSIIl.TTIG �P �" Ontario California 91764 FD DESIGNED JOB NUMBER FILE NO. BEFORE YOU DIG OF CAS-\ �W1 ,1100 cf-CA-\ Phone: 909.481.5750 DATE BY DESCRIPTION APP'D DATE GRP 74-040 1M,ftft M,Pdm Dead,CA=110- Tel 70W7-q97 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA VALID ONLY IF SIGNED IN RED CHECKED BATE FOR: REVISION 5 GRP N/15/05 CITY OF PALM DESERT I i , i I i I i i G A 46-1 1/2" 2" ROOF LEADER IN ATTIC, 2" OVERFLOW TERMINATE I" BELOW CEILING LINE ATTIC, VENTING REQUIREMENTS PER 1505.3: SOFFIT VENTING ❑ 5,4145 SQ.FT. * (1/150) = 21 SOFT. (524 50. IN) REQUIRED VENT AREA i. USING STOCiCTON PRODUCTS FLUSH EDGE SOFFIT VENT, (1 1/2" WIDE, 1/6" GROUND, I/6" HOLE SIZE) EACH UNIT PROVIDES 2.36 50.IN./PER LINEAR FOOT 2. 162 50. IN. / 2.36 = 641 LF REWIRED. BUILDING FIERIMETER 15 256 LF. IIII ROOF VENTING II I I 3,g45 50.FT. * (1/500) = 13 50.17T. (I612 50. IN) REQUIRED VENT AREA I. U511& AIR VENT INC,-. PR XAJ6T5 14"x24" ALL LOUVER, y I( I I EACH UNIT PROVIDES 145 5O. INCHES. II I I I 2. 16-12 50. IN. / 145 = 13 LOUVERS REQUIRED. 14 PROVIDED. II ! I ( II II ,p ROOF NOTES: ! I I• O • ME�ANE ROOFING - FIBERTITE FTR-MAgB N . REFER TO SPECIFICATION SECTION -1500 ON SHEET A6.0 • ROOF SLOPE SHALL BE CONTOURED TAPERED RIGID BOARD �j IA1WLATION TILES. REFER TO SPWIMCATIONS. 14" DIA. A-TUBE BRIGHTEN SERIES �►�` o Q O/D • ROOF DRAIN - ZURN 216'1 (6 x '1) 2" OBLIQUE SCUPPER PITCHED LF-FLA5HIN6 DRAIN OR EQUAL I (TYP. OF 2 © 5 %41� GO • OVERFLOW DRAIN - 2" m GALV. PIPE - 2" 1 ! A5.1 ABOVE LOW POINT OF ROOF g — — — ! 1.3 `I' 1411x24" WALL VER Y FF- - r--� (TYP OF 14) © E_Fi I ! © 4'x& PLYWOOD ATTIC ❑ E] I ACCESS PLATFORM ROOF AREA - 425 SQ. FT. (2001 GPG - TABLE II 1) I I �� � —— ——� I IN ® 3" PER HOUR '125 5Q. FT. 30"x� MAXIMUM ROOF HATCH W/ — RAIL N6 SAFETY RIAI N6. \\ I D © 24"x24" ATTIC I 1.2 ACCESS DOOR — — B = 2: 12 I IBRIGHTEN U IA. SOP SERIEES i----i i--� i /X\ SLOPE A3.1 —� — b" SELF-FL IN6 I I I I G - i i i � i � � m .� I I ► I / \I LINE OF BLD6. BELOW —- t�tEGHANIGAL SEE FLOOR PLAN TYP. I I I i G ❑ - _ I © _ TRANSFORMER! N PAD I ! _ \O x� PATNEEL, METAL RDUTOOF j tV �Y � II \ II i N 6 ❑ ❑ I A A o I � i SNAC.,< E3AR ROOF FLAB THESE PLANS MANE HEEN REVIEWED BY THE GOACHELLA VALLEY WATER DISTRICT IN �.�GAI_E: I/4"=I'-O" ACCORDANCE PATH WATER COIF TITLE 7,DIVISION I,CHAPTER 5,ARTICLE lob,SECTION 6559I ET SM.MWIRIN&EFFICIENT LANDSCAPE AND IRRIGATION DMION IN COOPERATION WITH THE LOCAL GOVERNING ASENCY(CITY OR COUNTY) DATE WATER MANAbEMENT SPECIALIST jf 1 SERVICE DIRECTOR i PREPARED BY: APP jO\IW BY: IN THE CITY OF PALM DESERT, CALIFORNIA 5 H E E T DIG ^,-ERT �o pR� ,I ARCHTECTS, W. FREEDOM PARKA3* 1A' � y% �• 6i �, DAVID EVANS CITY EN6INi�R -Mark 6r®snwood DATE SNACK BAR OF DIAL TOLL FREE -` Q A N D A S S O C I AT E S I N C. � R.C.E. N10. 5'1aea ExP. 6-ao-0e N NO. C-11,82 * Awamms subs * 800 North Haven Avenue, Suite 300 ROOF PLAN DWG. NAME 1-800-422-4133 A AS NOTED FILE No. EN. 12.31.05 � � � • � �, �. �T '"" Ontario California 91764 AT LEAST TWO DAYS �F pF `FO ARCf#1'ECnJRE w PLAN CONSIa.T� ��¢�„��' Phone: 909.481 .5750 DATE BY DESCRIPTION APP'D DATE �516GRP NED �0>3 Nu�ER L BEFORE YOU DIG CAL 744M wm m,SM.282,PW w..rt,CA mm-TM MrA w CHECKED DATE �`►+ CITY OF PALM DESERT VAUD ONLY IF SIGNED IN RED R E V 1 5 1 O N 5 GRP 105/05 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I I I i i i i i EP5 PRODUCTS (888) '145-0555 QUATREFOIL FOAM PLANT—ON W/ PLASTER FINISH 14" VIA. 50LATUBE '7/8" CEMENT PLASTER 'ATAS' DUTCH SEAM FLASHING GAP PANEL METAL ROOFVi :' . . LLL F.- t.' :... a..... \ \ ,.. .... 1...s ...... ..S«. ..s,._ S .,J...,. SS«,.y... I .. CONGEALED ROLL-DO MANUAL OPEN / SELF GLOSS �f ® GRILLE - PAINTED, TYP MODEL 2'15 READY ACCESS EXTERIOR SPLIT FAGS S I �A� E PASS THRU WINDOW w/ 14" HIGH EXTERIOR GMU WALL BY 15" WIDE OPENING = 210 SO. W/ SMOOTH FACE INTERIOR A IN. I^v SELF GL051NG SCREEN SCALE: 1/4' I'-®" 2'-0° 2 1 Oil 1/6" CEMENT PLASTER '1/8" CEMENT PLASTER 14" DIA. SOLATUBE 'ATAS' DUTCH SEAM .... . PANEL METAL ROOF ri , WIRE MESH (�NAL) 8"x8"xlb" SPLIT FAGS S I �l A�< EAR LEFT ELEVATION EXTERIOR GMU WALL W/ SMOOTH FACE INTERIOR SCALE: 1/4'-1'-O" EP5 PRODUCTS (888) '745-0333 QUATREFOIL FOAM PLANT-ON j W/ PLASTER FINISH • 1/6" CEMENT PLASTER 'ATAS' DUTCH SEAM FLASHING, GAP PANEL METAL ROOF .• ,- .. ____ . ... 14 DIA 50LATUBE .. �• �..,« .tea.........«. r N £ AW A5.1 .« ..5,. .£.. .. « �,,... m ±E_1 I I _ry.... s HI/LO ADA I DRINKING SNAG., < EAR AO< ELEVATION FOUNTAIN \_Wxa"xI&" SPLIT FACE G Kv SMOOTH FACEXTERIOR CMU E INTERIOR SCALE: 1/4"=1'-0' 2'-O" 2 1_oil FLASHING GAP Wall CEMENT PLASTER 'ATAS' DUTCH SEAM PANEL METAL ROOF ,✓,iM'N�iN�ir^.ir"r,N''//'� ...r'::,;"•y::.::.',�'.... .,:'.S.y.'%,.y", 'yam m'7t" 4 ......_.,... f ..0 ..a•... «•..... ROLL-UP DOOR i SNA�< EAR RI &HT ELEVATION I 8"x8"xl6" SPLIT FAGS THESE PLANS HAVE Bit REVIEWED BY T'FE GOAGHELLA VALLEY WATER DISTRICT IN EXTERIOR GMU WALL ACCORDANCE NTH WATER CODE TITLE?,DIVISION I,GRAFTER 5,ARTICLE 10.6,SECTION „- , W/ SMOOTH FACE INTERIOR 69M ET SM.REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN SCALE: 1/4 -I -O COOPERATION WITH THE LOCAL 50VERNINS AGENCY(CITY OR COUNTY) DATE WATER MANAdeME NT 5PECIALIST SERVICE DIRSGTOR IN THE CITY OF PALM DESERT, CALIFORNIA PREPARED BY: ° BY: 5 H E E T DIGoom—ERT �5 ARoy, I ARCHTECTS.. LIC. FREEDOM PARK aE� p 10� � = ti D AV 1 D E VA N S CITY -M�^k 6r8®nwood A3. 1 2 DIAL TOLL FREE v �' J �r � -� � Q AND A S S O C 1 AT E S Q NC. SNACK BAR of DATE R.G.E. NO. 5',q" E (P. 6-50-06 1-800-422-4133 N� No. C-11782 800 North Haven Avenue, Suite 30o D, ,,, �,,,� EXTERIOR ELEVATIONS DWG. NAME AT LEAST Two DAYS EN. ,2s,.os Q u ��. T"" Ontario California 91764AA AS BEFORE YOU DIG 9�F of cAL� ARCHTECTURE PLANNNG •CONSULTNG �.y���` MSI&NED JOB NUMBER NOTED FILE NO. 74-o�o ►1H.sup.�x,N�.r.o..a,CA s�eo_TN reorrra.+�a Phone: 909.481.5750 DATE BY DESCRIPTION APP'D DATE GRP VAUD ONLY IF SIGNED IN RED GHEGIGED DATE ' CITY OF PALM DESERT I UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REV I S I O N S GRP 11/I5/05 1 i , , i 1'-2" x 2'-0" LOUVERED OPENING WITH WIRE MESH (TYPICAL) PA AS' PUT AL A5.1 -PRIMED STEEL ©TYP. AND PAINTED ROLL DOWN GRILLE, TYP 2D 12 j 2 I It 2 —` N ICE WINDOW 18° € TO WINDOW 1.1 50HEDLL.E, TYP 2 1/2" (PAI iND «. .....,...« .. LOG ;..,.,,.«. ...t.... E55 PRE-GA57 CO> P TO tY ,.« D. COUNTERTOP - GEIL 96 FLAW,,- REFER TO DETAIL TMPl fm - ICAL 2 m fnM11 «...«_ 211 77 9 1 8"x Vxlb" SPLIT FACE � EXTERIOR GMU WALL SI ACd< 5AR SEA/ I I ` N A A 50ALE: 1/4' I'-O" ,q 'ATA5' DUTCH SEAM PANEL METAL ROOF A,5.1 5 i----- i ----.__ 12 �2 I 1 I 1 N EQ. ol Ea. E0. to. « ...,....y.. \ .., ..J... ..,........ O I'. ..,......... .«,..«.y.. -.--------- ...%...«,.. t 8"x8"xi6" SPLIT FACE EXTERIOR CMU WALL SI ` AC,< 5AR SECT ) O N 5-5 50ALE: 1/4'*'-0" THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 1,DIVISION 1,CHAPTER 5,ARTICLE IOb,SECTION 65541 ET SM.R OIRIN&EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL 60VERNIN6 AGENCY(CITY OR COUNTY) DATE WATER MANASE 4ENT SPECIALIST arc€; Tole PREPARED BY: APPROVED BY: IN THE CITY OF PALM DESERT, CALIFORNIA 5 H E E T DIG --tu-ERT ARC, PEAMMIM ARCHTECTS, WC. FREEDOM PARK �� ,6%�ti D AV I D E VA N S CITY �I►MR -Ma*Greenwood A391 DAT: .3 DIAL TOLL FREE ANDASSOCIATESiNc. SNACKBAR OF �� NO. c Z.3 * ,a„�,,gsv ,w * 800 North Haven Avenue, Suite 300 1-800-422-4133 "g'°`" DRAM BUILDING SECTIONS DWG. NAME EN. 12.31.05 r„� AT LEAST TWO DAYS �'F o�� AR w PLANNNG w CONSULTMVO ��' Ontario California 91764 �4A A5 NOTED BEFORE YOU DIG OF CAL�� �� �� DE516NED JOB NUMEIM FILE NO. 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ADORN 16" LAVATORY W/OVAL BOWL BACK SUPPLY MODEL 6 102 ACORN ON WALL MOUNTED .ET TOILET BACK SUPPLY MODEL N 1664 aADORN WALL MOUNTED BLOWOUT XT URINAL BACK SUPPLY MODEL * 1'100 ADORN STAINLESS STEEL RECESSED HOSE BOX WITH WALL FLAN MODEL*6140 VANDAL STOP PRODUCTS 616ANTIC .IUMBO ROLL MODEL. *JRD © VANDAL STOP PRODUCTS PAPER TONS=.L DISPENSER MODEL*SFPTD HALSEY/TAYLOR HI-LO DRINKING FOUNTAIN MODEL 64M5 ® WALL MOUNTED LIGHT FIXTURES - 6'-2" TO OF FIXTURE SEE ELECTRJCAL DRAWINGS a LIGHT BROOM FINISH SEALED CONCRETE FLOOR iO 6"X5mXIW SPLIT FACE EXTERIOR GMU WALL W/ SMOOTH FACE INTERIOR 11 FOLD DOWN CHANGE TABLE 12 STAINLESS STEEL TRA5H RWCFTAC4.Z 13 PUMP (ON GROUND) 14 MOTOR CONTROL BOX (ON WAIL) 15 WATER SOFTENER I6 BRIM TANK I"1 TOILET PARTITION "SANTANA" FLOOR-MOUNTED OVERHEAD-BRACED Pal POLISHED STAINLESS STEEL MIRROR 19 ADA S.S.GRAB BAR- 56 INCH LONG BOBRICK MODEL B-550 OR EQUAL ® ADA S.S.6RAB BAR-42 INCH LONG BOBRICK MODEL B-550 OR EQUAL 21 FLOOR DRAIN - REFER TO MECHANICAL PLANS FOR SIZE AND LOCATION <E%`rN®TE LE&END THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER GORE TITLE?,DIVISION I,CHAPTER 5,ARTICLE 10.6,SECTION 65MI ET Wa 11RE UIRIN6 EFFICIENT LANDSCAPE AND IRRIGATION DE516N IN COOPERATION WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) DATE WATER MANA6EMENT SPECIALIST �Vi(X WR PREPARED BY: APPROVED BY: IN THE CITY OF PALM DESERT, CALIFORNIA 5 H E E T DIG ^L—ERT �s�o AR�ti m�E ,>,cA, ARCHITECTS, W. _ FREEDOM PARK , � p %� g %tip, DAV 1 D E VA N S CITY ENSINI:ER ► -®9flWOGa A4* 0 DIAL TOLL FREE ., y G AND ASSOCIATES INC. DATE RESTROOM BUILDINGof R.G.E. NO. 5'101641 Exp. 6-50-0 INTERIOR ELEVATIONS DWG. NAME 1-800-422-4133 N„ NO. c-11�.0 800 North Haven Avenue, Suite 300 SCALE AT LEAST TWO DAYS ��F EN. t2.3i.o��� AR - � CONSUTNc' � �� '"" Ontario California 91764 BEFORE YOU DIG pF A�� �¢ ' AA A5 NOTED c Phone: 909.481.5750 DATE BY DESCRIPTION APP'D DATE DEslb R .Ioe NUMBER FILE NO. AI.010 Nrlw�y 111.81/�8'a2.PIMR DM�rt.CA 9@�0-TN 7�0/T79�'g87 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA VALID ONLY IF SIGNED IN RED CHECKED DATE FORE R E Y 1 5 1 0 N 5 CHECKED II/15/05 CITY OF PALM DESERT