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HomeMy WebLinkAboutWhitewater River Bridge at Portola Avenue_1 i i MOFFATT & NICHOL b1db1qIRV`INE, CALIFORNIAIN THE IT`S OF PALM DESERT ea� ss' 0 GENERAL NOTES: A ELY `' p SBBIVI L1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PANS, AND THE ATED I N A PORTION OF THE SECTION 16 T5S R6E Z LOCATED REGISTER CIVIL ENG I NEE W �SSSO m SPECIAL PROVISIONS, TOGETHER WITH THE STANDARD DRAWINGS AND SPECIFICATIONS OF THE CITY OF PALM DESERT. , - sy, CIVI 4� 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR OF THE CP CAU PLANS APPROVAL DATE RESPONSIBILITY FOR OBTAINING PERMITS AS REQUIRED BY THE CITY RIVER BRIDGE F OF PALM DESERT MUNICIPAL CODE. WHITEWATF. R 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES T ONSITE, OFFSITE AND -ADJACENT UTILITIES, FACILITIES AND PROPERTIES, CAUSED BY SITE WORK OPERATIONS AND ACCESS TO THE t1TE I THE CONTRAC TOR CTOR SHA LL LL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO AT PORTOLA AVENUE �, PROTECT ADJACENT PROPERTY ;OWNERS FROM ANY AND A` DAMAGE THAT M .ALL M MAY , OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION F DEBRIS RESULTING COUNTRY CLUB DRIVE FROM ANY AND ALL WORK IN CONJUNCTION WITH CONSTRUCTION SHOWN ON THESE PLANS. -- 5. THE CONTRACTOR SHA L BE RESPONSIBLE F L BLE OR ALL WORK ,�ND SHALL MAINTAIN ALL FACILITIES , COMPLETED AND UNCOLANDSC MPLETED, IRRIGATION ., TED MPLETED, UNTIL ACPTED ;BY THE CITY. A I N- G AND ' 5. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC ;KS-PA LM DESERT AT LEAST 72 HOURS PRIOR TO COMMENCING WORKF I I 7. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE R P I O LETS ON B LITY FOR JAB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS E; UIREMENT SHALL ,Q HOMEY E APPLY CONTINUOUS AND NOT BE LIMITED TO NORMAL WO ING 'HOURS. P`ROJECT' NO . 647-L-04 8. THE CONTRACTOR SHALL REPLACE ALL A.C. PAVEMENT S RRY SEAL CONCRETE g CURB AND GUTTER CONCRETEO CROSS GUTTER, ETC., WHICH HAVE BEEN REMOVED PROJECT c QuICKSILarER DR OR DAMAGED IN CONNECTION WITH THE CONSTRUCTION FOR THI PROJECT. COST a 42nd AVE SITE FOR SAID REPLACEMENT SHALL CBE INCLUDED IN THE LUMP SUM BID, 9. THE CONTRACTOR SHALL PRESERVE EXISTING SURVEY MON NTS. EXISTING f MONUMENTS DESTRO YED BY THE.. CONTRACTORS OPERATION MALL BE REPLACED � ���° MERLE DR Y THE ENGINEER i -�..,,.. , .. - B AT THE CONTRACTORS EXPENSE 10. TRAFFIC CONTROL DURING CONSTRUCTION SHALL CONFORM TO` E STANDARDS W "`~-- TH D , AND REQUIREMENTS OF THE "WORK AREA TRAFFIC CONTROL HANDBOOK" (W.A.T.C.H,) LATEST EDITION, MAGNESIA FAtLLs DR i i _ Q , U fRED WARING DR HA-4 - LOCATION MAP 1"=1600' J f. S _ i U O z U C3 '. Z Q U E O Q ' V) ff� a ; T „ (01 y O 3 Underground Service Alert r Call: TOIL FREE RECEIVED M to 1=800 DEC 2 2001 227-2600 a PUBLIC WORKS DEPARTMENT a CITY OF PALM DESERT C TWO WORKING DAYS BEFORE YOU DIG �s a v x- , _ DES D BY _- .. .,. _ a HM RK. I CITY OF PALM DESERT APPROVAL OF THIS DRAWING BYC.V.W.D.fB ONLY , , C.V.W.D. DRAWING APPROVAL DRAWING tNE t»we KNOWN HEIIHON ARE KAM ON THE CITY OF PAUi NO; »a•n+E NORn wEKT of APPROVED BY FOR THAT PORTION WItHfN C.V.W.D.Rl WAY _ C 1 OF P" [)EMU N0. CORNER FRED DATE 0111W AND COOK SIREET dRnwN Y FOR ENCROACHMENT PERMIT NO. 0501� 4 KWATIDN: 164.4M NGVD 1929 L Z� APPROVAL OF THIS DRAWING BY C.V•WD.DOES NOT cHEgcEO� BASIS tS OF BEARINGS: WHITEWArER RIVER BRIDGE AT PORTOLA AVE -- n s+oF NBE ARE eA� ON n+E NOR7N taiailk it I°I p INCLUDE APPROVAL OF ANY STRUCTURAL:ITEM$,N _ DWG No. �� '� j &AIM OF 1W3 AS ob9ERV€D KEI NOS XTATM$ CHECKED BY BO CHEN, R.C.E. 648 A LANDSCAPING AN AS 2 AND �+ CLAKrgIPIED � PROJECT ENGINEER APPROVAL OF ANY PORTION OF THE F�OJECT AS TQ z y D IRRIGATION N M ORDER a PRO=I CONTROL P KKORDKIAIES, CITY ENGINEER RECOMMENDED+ to ALSO ON NZQKN OWMATAM AND ARE emu► SUM: THE ADEQUACY OF ITS INTENDED FUNCTIQViI: REV i S t ONS DATE APPROVED T©fiAl. 7 o 07-09W RIVERSIDE OFFICE 3744 10th STREET SUITE 200 c �AIr RIVERSIDE, CA 92501 �. 51.683.1283 FAX 951.683. a E—MAIL:- IDLA GIDLAINC.COM �o.�..» Of CI►�� •=«a LIMITS O V4`OiZfr f 77 r 1+ L I M I T5 OF AORK � r N. st' 6 r i : �s 4 a _ f � s , { f F 1 w� f � t { r a` o - S �Y^' e, 1 73 FORTbL AVF=N F 1 i f I F U� f • I _ _ Y 14 - f 1jj r r ! , r f ,r t * , Ap t r •.Ah1 -t• ,,,•..- , T w t •. LIMITS O� . . .. , . . .. . . ,_ ...__ AO __ 175 M_ A a .w_ EX15T 5OUND hlAl. L O -. - @ F ! Z i�\(7X� t SS tt I }t LA- o 0 - o Z z P OPOSED PLANTING L EN - a iy—m OL BOTANICAL NAME COMMON NAME SIZE QUANTITY COMMENTS WATER REQ. B(0TANiCAL NAME CQMMON NAME SIZE QUANTITY COMMENTS WATER REQ. MATERIAL SIZE QUANTITY +uj j TREES INERT GROQNDCOVER 0 U) Ey— AGAVE AMEFdCANA HYBRID /:CENTURY PLANT 5--GALLON / 4 / NA L-0.2 p c o SCREENED ANGULAR C08@l.E, 8"-12" STONES `¢ + DALBERGIA SISSOO / SI �. O TREE 36 BOX / 4 / STAKE IF NEEDED M-0.5 957 SO FT - SEE DETAIL 3, SHEET 4 -•- AGAVE GEM" FLORA �-GALLON / 2 / NA L-0.2 � SCREENED ANGULAR CO881.E, 3"-8" STONES `, � •- . MELALEUCA QUMIQUENERIAA / CAJEPUT TREE 36" BOX / 12 / STAKE IF NEEDED M-0.5 � — �CIa�VtLl �. � �� 5—GALLON 43 NA M-05 28� � FT — SEE DETAIL 3, MEET 4 ..._ = ', .. ... R• DECOMPOSED GRANITE — 3/8 MINUS W/ 11X FINES ACACIA STENOPHYLLA / SHOESTRING ACACIA 24" BOX / 4 / STAKE IF NEEDED L-0.2 NIA MEXICANA / MEXICAN BIRD OF P 5-GALLON '/ 31 / NA L-0.2 ,,.. , .,,.<... ,.. .. .t, . j. �• '� DESERT GOLD / 16.913 SO. FT. --- TECOMA STANS / MIXED COLOR 5-GALLON / 16 / NA M--0 5 2" DEPTH MIN. AFTER WATERING/TAMPER ' o Z WASHING A ROBUSTA / MEXICAN FAN PALM 18' / 2 / BROWN TRUNK HEIGHT M-0.5 -- ' — LANTANA HY 3 / 'NEW GOLD' LANTANA 1-GALLON / 47 / NA M-0 5 BAJA CRESTA BOULDERS FROM SOUTHWEST BOULDER AND STONE 3 2'-4' / 8 - SEE DETAIL 5, SHEET 4 a -� LANTJ NA HYBRID / "NEW ' 8: CWETiI MIX 5-GALLON / 11 / NA M-0 5 NORTH — TECOMA STANS / YELLOW BELLS 5-GALLON / 6 / NA M-0.5 / RE-SOD EXISTING TURF DUE TO CONSTRUCTION PER THE CITY OF PALM DESERT'S STANDARDS VINESMild rn C a — ANTI ONON L.EPTOPUS / QUEEN'S WREATH 5-GALLON / 19 / NA L-0.2 40' �' 2W 1C' 0 20' SCALE 1'=20' J Ci.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT BENCH MARK NO. DES I GN BY APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLY APPROVED BY• I JD CITY OF PALM DESERT �NO.NG 0 FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAY DATE L2� ,� FOR ENCROACHMENT PERMIT N0.------------- CHECKED DRAWN BY PROJECT �ENGINtER D I R T APPROVAL OF THIS DRAWING BY C.V.W.D. DOES NOT m INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS, NOR RECOMMENDED DWO �• I( Q 0 D �"°W01N6 WH�TEWATER RIVER BR��GE` AST PORTOLA AVE Z BEFORE DA� ss SHEET 2 / APPROVAL OF ANY PORTION OF THE PROJECT AS TO O. '��IATE rouo�c N THE ADEQUACY OF ITS INTENDED FUNCTION. BO C N R. C. E. 648 CHECKED BY APPRovED� CITY ENGINEER TOLL FREE n caEav�Ear 1-800, z'-2W PROJECT ENGINEER ►JD PLANTING PLAN OF to o. NO. REV i S I ONS APPROVED DATE UNDERGROU1JD SERVICE ALERT TOTAL 7 / a i RIVERSIDE OFFICE VGPE' ; { rr, 1 D3744 RIVERSIDE. 92501 SUITE 200 t v osow ' r 1 f i l f' E—MAIL IDLA CNDLAINC.COM a p 51.683.1283 FAX 951.683. t � L EX 1 ST I N67 EUGALYFTU5 TO sr �° •! J, i r "� i ;�f /♦ 1 7l Q� O 5E REMOVED (2 TOTAL) �X I ST I NCB E3C�TTL� TREE TO �� �X(STING TREES TO ao Dadd � F�f Chi.�E REMOVED 4 REPLACED KITH '"�. ►,� I NGLD I N67 5UGKERS REMAIN. (PROTECT I N "'°'"'°`" DALE3�R6 I A 515500 PLACE) LIMITS OF WORK ; f ; ffi + f` / ,� USE MIXED COLOR TY` �' M 5OU6A I NV I LLEA'S OUT 5AGK EXISTING BOUGAINVILLEA NEST SIDE OF PORTOLA AVEONLY ,i a � � t '•• •. t-*.. a�,'�. e � � wan _, � � � { � , . � . •� : = ' � � '.�� _ , �-:' � _ �.9 LIMITS OF Y�IORK -- 1` '�.-y+. ,x L r•-tee•.-c,...,�• •.• w ..4 ` r. � _.. T p _ ;'.--:--,=y—.., s W � / x•. e RM•a . � ISTING LA DSGAPE TO REMAIN M ' v..0 •' 3_,.. ti: _: vv.., , , p.. , '^•"5..,�,,,^. 4 ,. -••, fir„ P, : ",+. A R a'li'"". - ,�„a'• K' ,.•:,.,.,-•., w.�.,`.•'; q�• t I• A4•{• y , w , . 'w �l a _ r / f/ - : t • 1 f ! t fJ �4 . , (,r f r ,_- - '_� _ d I ---- RTC ��vr= u' L� ' t t , y4 # 3 'x • s w { I t y� , \ - - ! -- � t , lam)A Stx T%,rv_ rngtIcS A� F' S� .4a s \\ i t t; t y • i e IN S a ID t 60 k , xs t .< _ M z L ,. •. , .•' „s ,.,. •.. �.--m-.6't :.o.,..,,--...r"NF_'a'.•>. ... ,.. .. A w .� t P. — t >* _J J L .^'/ e~ a *''•w .n ,,,... _...:_y'."f.-.• ....,... .. ,.. , ,.. • ' , ,y .... . -.«' — cy' C"'°' `�irr ►�1,V j - '��, i L_J L_J ,r .- .• ,,r•..• _ t'- a •+ � _.. .. -____ - •`•' _ — Lu 4 f r _ 1 f — 1 - !; ! rr t 1 r �,.-, ram•„_.-. ....._....«.. _. :�� F , • i } Q Z - 1 - Q O F RTOLA G TR"r CL U mom LIMITS OF �NORK PROPOSE PLANTING- LEGEND Z -p a SYMBOL BOTANICALINAME / COMMON` NAME SIZE / QUANTITY / COMMENTS _ WATER--RE-Q_ _ BOTANICAL NAME_ COMMON NAME SIZE / QUANTITY / COMMENTS WATER REQ. MATERIAL / SIZE / QUANTITY TREES z Ii INE[T GR,OUNDC v0i a GAGAVE AWEMCANA HYBRID / CENTURY PLANT 5-GALLON j 4 / NA L-0.2 p ©op o© SCREENED ANGULAR COBBLE. 8"-12" STONES DALBERCIA SI5S00 / SISSOO TREE 36 BOX / 4 / STAKE IF NEEDED M-0.5 o O a 957 SO FT - SEE DETAIL 3, SHEET 4 a -I-� -- AGAVE GEMINI FLORA 5-GALLON / 2 / NA L-0.2 SCREENED ANGULAR COBBLE, 3"-8" STONES MELAIELICA tU1NQUENERVIA / CAJEPUT TREE 36 BOX j 12 / STAKE IF NEEDED M-0.5 BGUGAIh111aEA SP. / ®GUGAINVILLEA 5-GALLON 43 NA ' M-0.5 it 2.655 SO FT - SEE DETAIL 3, SHEET 4 I M 1 0 -- CAESALPIINIA MEXICANA / MEXICAN BIRD OF PARADISE 5-GALLON / 31 / NA L 0.2 DECOMPOSED GRANITE - 3/8 MINUS Wj 11% FINES �- ACACIA STENOPHYLLA / SHOESTRING ACACIA 2e BOX / 4 / STAKE IF NEEDED L-0.2 DESERT GOLD / 16,913 SQ. FT. @ — TECOMA STANS / MIXED COLOR 5-GALLON / 16 / NA1 M-0.5 r r 2" DEPTH MIN. AFTER WATERING/TAMPER Z WASHIN TONIA ROBUSTA / MEXICAN FAN PALM 18' / 2 / BROWN TRUNK HEIGHT M-0.5 3 Q --= L.ANTANA HYBRID / 'NEW GOLD' L.ANTANA 1-GALLON / 47 / NA M-0.5 BAJA CRESTA BOULDERS FROM SOUTHWEST BOULDER AND STONE � 2*-4! / 8 - SEE DETAIL 5, SHEET 4 _j L ANTANA HYBRID / 'NEW GOLD' dt CONFETTI MIX 5-GALLON / 11 NA M-0.5 0 NORTH r — TECOMA STANS / YELLOW BELLS 5--GALLON / 6 / NA M-0.5 RE-SEED / RE-SOD EXISTING TURF DUE TO CONSTRUCTION PER THE CITY OF PALM DESERTS STANDARDS NINES ♦ ANT110ONON LEPTOPUS / QUEEN'S WREATH 5-GALLON j 19 / NA L-0.2 40' 30' 20' 10' 0 20' 40' - --_- SCALE 1"=20' 0 C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT BENCH MARK No. DESIGN BY DRAWING PALM DEMU I�D �1 1 1 � NO. APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLY APPROVED BYE o FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAY DATE 0 FOR ENCROACHMENT PERMIT NO-------------- CHECKED DRAWN BY L �-3 I R T, rL APPROVAL OF THIS DRAW I Nc BY C.V.W.D. DOES NOT SS WH ITEWATER RIVER BRIDGE AT PORTOLA AVE n.nnnnni tv./nnniv INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS. NOR o. ( ® S�'IEET j APPROVAL OF ANY PORTION OF THE PROJECT AS TO F EPOINEERING R.C.E.RECOMMENDEDe THE ADEQUACY OF ITS INTENDED FUNCTION. oP BO CHEN, R. C. E. 64s� DATE ��� Y«��YS PLANTING PLAN APPROVEDs CITY ENGINEER ra� APUKXSERVMW 1 e o PROJECT ENG I NEER CHECKED BY OF M to 0 GENERAC-MANA*tR CHIEF ENGINEER R.C. o. NO. REV I S IONS APPROVED DATE Uw*RGRo=8 A r JD TOTAL 7 % I t 1 i RIVERSIDE OFFICE ' D3744 loth STREET SUITE 200 RIVERSIDE, CA 92501 ,. 51.683.1283 FAX 951.683. NOTE: IF NEEDED - E-MAIL: IDLA ODLAINC.COM STAKE SINGLE TREES 24 BOX AND SMALLER. REMOVE NURSERY STAKES. s * IN TURF AREAS LEAVE A BARE AREA APPROX. 4' AWAY FROM TREE BASE ntA m IN ALL DIRECTIONS � * DO NOT STAKE MULTI'S, UNLESS NEEDED ` DEPRESSED- WATERING BASIN PLANT SHRUBS MINIMUM OF 3' FROM TO REMAIN DURING PLANT o AT to uP CINCH TIES (2 EACH) DO NOT CURB IN MEDIANS, 2 FROM CURB/SIDEWALKS ESTABLISHMENT PERIOD. COBBLE (FL SIDE ) OVER TIGHTEN, ALLOW TREE TO MOVE SOMEWHAT TO BUILD BACKFILL MIX PER SPECS: • (� CALIPER. - - SET ABOVE GRADE 2" TO 4" - FILL BETWEEN COBBLE WITH DECOMPOSED GRANITE SCREENED PER CITY STANDARDS -- - 21/2 LODGE POLE PINE FINISH GRADE TREE STAKE (2 EACH) ff SET 2' TO 4' ABOVE GRADE �I��I� IIII ROOT ZONE r. DEPRESSED WATERING BASIN IIIIII= . REMOVE :FROM TURF AREAS II� 1 �IIIIII DURING FINISH GRADING. — FINISH GRADE IIIIi III Ill i BACKFILL MIX PER SPECS. = =III11 --- NATIVE UNDISTURBED SOIL . . . SEE SPECIFICATIONS,- _ I 2X ROOTBALI 95% COMPACTED SUB—GRADE NATIVE UNDISTURBED SOIL ' - 3" MINIMUM SCREENED SAND BASE �. C ? FOR PLANT PIT SIZE REFER 2X ROOTBALL = TO SPECIFICATIONS. 1 2 INSTALLATIONK3�TREE INSTALLATI N SHRUB INSTALLAT OCOBBLE IN SAND EASE PL SCALE: NTS PL SCALE: NTS PL SCALE. NTS I _ I�r12' VARIES t I?IBA$r VILE IloTH Sm Tip: ..- 0 v N — WALL.ANCHOR NO$0 MIB (? FINISH - Typ. p0 z • • + _ a _ cv w Y 0 - O ALL CAVITIES AND VOIDS ARE TO BE OLIRI j • • SLOPED = 2 0 z YcRIES 0 w . FINISH 6►R,4DE ; _ � 0 - w 1/2 OF ON CENTER DISTANCE TE:, _v z TO ED&E OF CUR$, WALL OR PAVIN+5 1)' PACE &ROUND C01IER PLANTS PER III 4 THIS;DETAIL ONLY WHEN PLANT ( ,i� _" _ a CEN�'E1zt5 ARE NOT SHOWN ON PLAN. — III = II � cn cD 0 LEVEL. (65 ALL CAVITIES AIV VOIDS VINE a 2) TRI�N6ULARLY SPACE PLANTS TYPICAL _ ARE TO I'�: JRIED r co ON CENTER SPACING: B�I.DERS IN GL�TN�RS ARE c�i - TO BE SET AT VARIED HE16FIT':3 * ALL MEDIAN BOULDERS TO BE NO � I 3) PLANT SPACINS TO LEAVE ENOU&H MORE THAN 12" HIGHER THAN GRADE IN MEDIANS, 2/3 ABOVE GRADE o AREA .FOR MATURE SIZE PLANTS. 12° MIN tevar eALL CLEARANCE SPADE REQUIRED. 1/3 BELOW GRADE AT OTHER LOCATIONS , d PER CITY APPROVAL _ Will ---HMTIVE Mowrw ev sou. 1 o Z ("4� R TAT .= ,. �GROUND COVER PACINGBOULDER DETAIL VINE DETAIL ` PL SCALE: NTS a PL SCALE:. NTS �Pl SCALE: NTS � _ o 0 C "a v v c 0 ! L!iCH MARK NO. DESIGN I GN .BY �. C.�V.W.D. DRAWING APPROVAL CITY OF PALM.DESERT __.. DRAWING CITY OF PALM DESERT APPROVED BYE I JD NO. APPROVAL, OF THIS DRAWING BY C.Y.W.D. t S' ONLY DATE M o FOR THAT i PORTION WITHIN C.V.W.O. RIGHT OF WAY �,200 Y FOR ENCROACHMENT PERMIT NO._____________ CHECKEOs DRAWN BY 3 I T APPROVAL OF THIS DRAWING BY C.v.W.D. DOES NOT SS WH ITEWATER RIVER BRIDGE AT PORTOLA AVE Z INCLUDE APPROVAL OF ANY .STRUCTURAL ITEMS. NOR a. , ` APPROVAL OF ANY PORTION OF THE PROJECT AS TO RCOMMENDED� IQt e t I o '�° SHEET 4 / A E THE ADEQUACY OF ITS INTENDED FUNCTION. °+ BO CHEN, R.C. E. 648 ' " CHECKED BY PLANTING DETAILS TOLL FREE' PROJECT ENGINEER OF APPROVED o. C 1'TY ENGINEER NO. APUBLICSMICEBY I JD GENE017" HIEF ENGINEER R.G.E. R£V I S I ONS APPROVED DATE urioouNaseAr TOTAL 7 / d I j ' RIVERSIDE OMCE 3744 10th STREET SUITE 200 RIVERSIDE. CA 92501 CONNECT INTO EXISTIN& 1.5 ----------- I z \< 51.683.1283 FAX 951.683. IRRI&ATION MAINLINE LOCATED, 1�,,,-, E—MAIL- IDLA aDLAINC.COM % APPROXIMATELY 10' NORTH % 5167NAL POLE. NIRE VALVE7-*TO EXISTIN& CONTROLLER. VtRir-y_,_ DWAIM C EXACT LOCATION IN THE FIELD SI&NAL POLE. AVJUST AS NECESSARY. 21 AI EOUIF��EN7 Lr-6;r—ND d ! INK Aff'4k t7**t r 5)"MBOL MANUFACTURERMODEL # 51ZE DETAIL zz :37:�71 ---------- A,, C-25 J__ ------ FULL PORT Y41TH PURPLE HANVLE LINE SIZE 1500 0 _�R BALL VALVE 7 5/4" 5, Co-25 COVE11k RAnteflqV 55DRr, GUI CK COUPLER. V41TH PURPLE _4 E_ ............... -5 VALVE P41TH PURPLE HANDLE AND OKCoHK-100 FILTER In RAIN BIRD PE5 SERIE Cwj C-25 7-- 00 -r--z4-,�� - - -=­ - - RAIN BIRD XCZ-100-COM DRIP ZONE KIT NITH PURPLE R*JWLE** 0, C-25 4- f /CON TIOR SH,&F L REPAIR A)6 REPLACE 5CH 40 PVC PRESSURE MAINLINE, PURPLE la" MINIMUM CONtER E, C,-.Z EX15TI IRRIc' r7�14 DAMA674t7 BY CON5TOJOT1 CONNECTION $HALL BE iwq' 4 -PRESSURE LATERAL LINE - 12" MINIMUM CZ"Elk -29 EXISTINCS I I A��PN SYSTEkB. ALL viiRE CLASS 200 PVC NON PLAN SIZE E, C f CONNE�CTI NS H L 5E MADE I N FULL 50*E5. 50H 40 PVC IRR. PIPE/CONTROL JoNIRE SLEEVE, PURPLE - l6* MINIMUM COVER PER CHAFZT MC-25 J_ 4=7 T_ Not Shown UF DIRECT BURIAL CONTROL Y41RE NITH AATERPROOF CONNECTIONS 14 &A WA _T Vk 10 5f=R1N<LER Lr -------------- \V__ MTER 1�41$ 5�1 TE 1!� kECL,� 50U0�6 FOR T FL01A4 (&PM)- kAT�R. C NTR ; !�HAL� IN5TALL PURPLt ENTRY E*IVE IRRI&ATI�>N SHALL b- 5'*,rM5OL MANUFACTURER/MODEL # NOZZLE RAD P51 DETAIL /E5 At4p _2 ---------- FIEL VEkFIED AND C6NNECITEV TO f�IFIINO 140ARt�S. AL� VAL� 0 1 T I H ITTI TR.EE BUBBLERS 4 10 9 Ill ExiA MARKEDN' R& 5*sTEm. BO % -150 N/A N/A .5 r-, -23 7— _4_ 7 0 FRAINBIRD 1402 J__ -------- 0 7:1 —7-i DRIP EMITTERS ON SCH 80 RISE T::-l'-f-7 VY At _4 Au 2 PER PLA 2 SPH x 2 mole I N/A 50 BOY45MITH SL220 NT 4_ > "INCLUDES FILTER, BALL VALVE, AND PRESSURE RESULATOR SEE DETAIL L L .......... 4 ------I 1E ............... 7! PIPE 51ZINC-7 4 ,H 40 FVC. 5LEEVINIS Underground 5ervice Alert 5C PIPE ............. 1.251, SLEEVE 1-5 INIRE-5 N/A ------------ A A, Ill PIPE 1511 SLEEVE NIRES 0.5 Call: TOLL fWIM v 1.251, PIPE 11 �!_,----------_- I 2" SLEEVE 1 -26 NIRE5 0-15 f x Ii.511 PIPE Ix 25, SLEEVE 21-595 yqIf;MS 11, f0lPE PIPE T_ SLF WE 7 -L z -54 AIFZE5 V I -boo :25 11 PI PE 3E 41, SLEEVE 55-100 AIRES 1.5114211 PIPE 221-2600 \S, p- J -51, PIPE 11 pipe CONNECT INTO EXISTIN& 2" IRRI&ATION MAINLINE A PIPE 6111SLEEVE 100+ AIRES 25'/5 ,As�� J 4 3E AND CONTROL 1041RIN6 AT TH15 APPROXIMATE w, (01, PIPE N/A 41, PIPE= IF POINT. CONTRACTOR SHALL TAKE NECESSARY t I i i 11 TAO Y*MKIN(9 DAYS 5EFORE YOU 016 loin 811 PIPE N/A (0 MEASURES TO ENSURE CONNECTIONS INCLUDINC 0 DRILLIN& THROU&H BLOCK ViALLa AND D167(91N& IN RA15ED PLANTER. VERIFY IN THE FIELD AND z 01 STATIC PRE55URE 15 AD-JUST AS NECESSARY. H MAINLINE AND VALVES 5HOINN ALL EMI I I P.S/BUBELERS SHALL z OUTSIDE OF PLANTED AREAS FOR APPROXIMATELY -10 PSI. BE PLACED UPHILL OF THE < INFORMATION RECEIVED FROM JIM W-7 -A::,LARITY ONLY. INSTALL ALL UB/TREE BASE. V IoNESTK: AT CA&C. CONTAcT-CeAK BE -PATION EGUIPMENT IN ADJACENT 0 ARIC �PLANTEV AREAS EXCEPT vqHERE FORTOLA NTR"r C, REACHED AT: '760-5418-2651. CONTRACTOR SHALL REPAIR AND REPLACE CONTRACTOR SHALL VERIFY 0 Imam mmmmiI *am ummin Imams I-Mm 0I0a11 1$LEEVIN& 15 SHOAN ON THE,PLANS. %_11 EXISTIN6 IRR16ATION DAMA&ED BY --'A,, %LL PIPES AND NIRZ5 THAT MUST RUN PRE55URE PRIOR TO START OF 0 oONNECTION SHALL BE Ib TO INSTALLATION. IF A PRESSLRE z CONSTRUCTION. C LIMIT5 OF NORK -1UNDER HARDSCAPE TO BE SLEEVED 5TATION < z EXISTIN& IRRI&ATION SYSTEMS. ALL NIRE IN SCH 40 PVC SLEEVES AaCoRvIN& RELATED 155UF 15 IDENTIFIED, NOTIFY ES CONNECTIONS SHALL BE MADE IN FULL WXE5. -EVIN& CHART. LANDSCAPE ARCHITECT Of TO THE 5LE W I - I I IMMEDIATELY. L_ X, .7 FLOV4 VA4LVE z SIZE 0 Z.ONNEr ,T­41�'TO r-XISTIN6 :2111 10�16ATION IMAINLtNE i 6F T AprKOXIMATELY 225 SOUT4ERN LIMI JI 4 _6F ft:�R< YsIlPe-VAL FXISTtN&1HOA7 CONTROLLER. VERIFY IN HE f=ir=Lv A�V ADJ05T FORTCLA A\/r—NUf= AS NECESSARY. Jf Plantlirrigation Sysbm Type: Zone Irr. Eff. Area Seasonal Phu Facbm 12 me ddp 2 10906 0 0.9 ------- Shrubs/ T 6 zo vvWK Conversion Factors Ama - Esfteftd .47 nal Eto Plant Use Season Z Value Factor Sq.fL 2 J-/ Spring D.68 8432 uZz 14B U.15 120.40 Summer 46.21 0.58 10906 0.62 748 0.75 323.04 -q inter 12.54 0.6 ­_.. ........ Fall-w 10M 0.62 748 0.75 90.69 175 CONTRACTOR SHALL REPAIR AND f;M:0L-r6kCE APPROX. 105 534.13 Al Total --EX-15-TIN& PLANT MATERIAL AND f i ) PAKIN& ED Bll( CONNECTIONS INTO IR.RI0ATION SYST ALL IoSIRE 11 r;MS 0PNNECTION5 I I Ni I I 5HAL PULL BOXES. Total Estimated Water Use: 534.13 L 7 i L C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT RENCH MARK NO. DES I GN BY DRAVANG APPROVED BY# I JD C" OF PALM DEEFF NO. -Sk APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLY 0 FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAY DATE FOR ENCROACHMENT PERMIT NO-------------- CHECKEDs INEER D I R T DRAWN By APPROVAL OF THIS DRAWING BY C.V.W.D. DOES NOT x SS WHITEWATER RIVER BRIDGE AT PORTOLA AVE 0 INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS, NOR 711firwo z RECOMMENDED# WORE DAYS SWORE SHUT 5 - R.C.E. C-j APPROVAL OF ANY PORTION OF THE PROJECT AS TO DIRECTOR OF ENGINEERING DAT YMOIG CHECKED n THE ADEQUACY OF ITS INTENDED FUNCTION. BO CHEN, R. C. E. 648fq Tim I 95mF PROJEOT ENGINEER IRRIGATION PLAN OF CITY ENGINEER to APPROVED, APU8W8WnCr;BY IJD to ____LTNERAL MANAGER CHIEF ENGINEER R.C.E. No. NO. REV I S IONS APPROVED, D UNDERGROUMSMMALEW TOTAL a_ 74 I_e E_ --------_ ____ __ __._.-. _. ___,__ _._. _ __ . _ ._____-_.._____ . _ _______ .____. _ __..__ ___..__.. _____._ _ . _ _ ___._. ._._ ---___.. . __._-..__._ _ __ _.....__. __. ._. - _ ...... _,____.. . _____.._,_._._..._.__- .___._.__.__..__._ _ .__.------- - i RIVERSIDE 01MCE ' D3744 10th STREET SUITE 200 t'► RIVERSIDE, CA 92501 N 51.683.1283 FAX 951.683. E-MAIL IDEA a1DLNNC.COM ,I { NOTES: -.''�" NOTES TEE OFF MAINLINE TO BE _ 2 TEE OFF MAINLINE TO BE SAME SIZE AS LATERAL 1 SAME SIZE. AS LATERAL ! LINE EXITING VALVE. A LINE EXITING VALVE. /'1"_ 1ONLY REDUCE PIPE SIZE BV QCV ONLY REDUCE PIPE SIZE AT VALVE. SIZE VALVE AT VALVE. SIZE VALVE + BOX FOR ALL EQUIPMENT „ „ ! 13 BOX FOR ALL EQUIPMENT TO FIT WITH EASY ACCESS 6 -12 I TO FIT WITH EASY ACCESS TO BALL VALVE AND f $ TO BALL. VALVE AND FILTER FOR CLEANING. FILTER FOR CLEANING. 7r- I � . . III LI I --... I I I I I � ..._.•_ �.. . ,..� ._•.•.., �.._, .�.. III . III III I I I I I � I III III . . III .� I I I I�. .�. � . . I---- --.--III---...I I III... . . .. . I_-_-_•I I I�-•I I I _.___ ..•.•_ _ •III. . I L I l._.•... T I ILII III I I III I I L._, � _._.. _._. x 12 --�.. 14 .� � .� to I III I I - n 4" f-' ' I -- 6 � I If III--I I I III 1 .r 18 MIN. I t i E----! 316 -7 �" 18 -24 11 1 3 „ 12 1$ -24 18 --24 12 NOTE: USE TEFLON 4 9 9 ' 2 TAPE ON ALL MALE 'n PIPE THREADS. S l� , 12 8 ! 7 9 . ., .,n .. ie 2 i s >5 t a n 1E3 1<3 4; T - 10 - 1. ELECTRIC CONTROL VALVE PERT " q. P'1/G LATERAL LINE PM LE60 I. ELECTRIC, CONTROL VALVE PER LEG V °I. PVC, LATERAL LINE PER LEGEND 2. 'JUMBO' PURPLE PLASTIC, VALVE BOX NM'I'H 10.VVC WH 40 ELL - 5xS 2. JI BO PURPLE PLASTIC VALVE BOX WITH 10. PVC SCH - BO T-DOWN LID HEAT BRA III. PVC, MAINLINE PER - T1rP 1. RECTANGULAR PURPLE PLASTIC, VANE BOXZLOC;�xNsu I 6. PVC, ,, - Tx 4� 5x5 L ND STATION LE6� I. 10 ROUND PURPLE PLAST G VALVE G SGH 4Q .., T _ n _ „ „ I T-D WN- <1 T ll PVC, MAI - ' B©L O LIP, HEAT BRAND STATION . PV NLINE LEGEND 7YP' NUMBER ON LID IN 2 HIGH GHAR `."I . 5GH 4G PVC, MAIN.iNE PITTING► 2.. HEAT BRAND "BV ON LID IN 2 HIGH GHARAC BOX WITH LOCKINcS LID PURPLE 9. SCH 40`PVC, MAINLINE FITTING „ a „ NUMBER ON LID IN 2 HIGH CHARACTERS 1i2. SGH '40 PYC MAINLINE FITTII 9► S. FINISH GRADE 15. 5/40 G1 ROC.K - 6' DEEP 5. FINISH sSRADI= 2. HEAT BRAND QGV ON LID 10. PVC, 3CH 4Q MAINLINE sIP1N6 -._ ,, „ , r tt 5. FINISH &RARE 15. 5/4 C1�tU5HED K - 6 DEEP 4. PVC, SGH 40 MALE ADAPTER 14. ZoMSTYr5 I.D. TAP OR EGOAL 4. 3/4 CRUSHED ROCK 4 DEPTH : IN 2 HIc9H`:GHARAGTER5 PER EQUIPMENT LEE►END , : _ ,. NOTE: 4. FILTER PER LEGEND t4. 'GHRi51`Y5 I.D. A6 OR EQUAL 5. WATERPROOF WIRE CONNECTOR WITH glb i ;§ ALVE'*' - 5. BALL VALVE PER IRRIs SAT14N PLAN S. FINISH GRADE I1. WALK O OR :&C,. USE TEFLON APE „ ,t - 5. WATER OF WIRE CONNECTOR ITH IS. BALL VALVE I I PI 6. - - ._ _ i>z'RO _ W _36 NE SIZE COILED EXPANSION LOOP W. LTIR PER L COMMON €fRiGK 4 REQUIRED 4. 5/4 CRUSHED ROCK 4 DEEP 12. �4 REB NI$ MIh1CIJIwI, , ON ALL MALE PIPE G01 LED EXPANSION LOOP I6. 5GH 40 b. WIRES FROM CONTROLLER 1 't.' 30H 40 PVC, M AD,4PTER - I PVC, FEMALE ADAPTER LEER � le1RE56tWE RE�sU..ATOR ALE . 2 REQU RED S. QUICK COUPLER PER 1.Es.5END LENGTH `OR ' '. I"AKE THh:I:,4D5. 6. WIRES FROM GO 7 COMMON WIRE TO OTHER VALVES QN 6. MAINLINE PIPINsS IRRIGATION PLAN i 6. PVC, H 60 15. STAB S MP - 2 � , �... .SG NIPPLE NL. SS TEEL GLA ?. COMMON WIRE TO OTHER Y s r 4. VALVE gOX�EXTL PER, AS REQUIRED VALVES ON SAME CONTROLLER i/2 IN TIC, 2 IN PLANTER * �� ; LENGTH A5 REQUIRED * I/�'" IN TUl AREAS SAME CONTROLLER * �� �+ 1/2 IN TURF, 2 IN PLANTER 6. COMMON BRICK - 4 REQUIRED I/2 IN TURF ,�tREA$ AND 2 IN SHRUB AREAS ' � '7. PVC, SGH 44 STREET €1.L 211 IN 5� AREAS. _- TxT 6. COMMON BRICK - 4 REQUIRED 00 INCL MP IN DRIP ZONE KIT BALL �lAL\ R� RJR _ � � QU I GK{ GG�U !� _�` BUBBLER , CONTROL V'�,L.�IE � {a R�l R=' GO�ITfi�C�L VALVE , I. TRIG S - ELEG „EMITTER CONTROL YALYE IB1.Y. ' r t �- - I 1��►1..IE OUTLET EMITT'LR: ,• i!u 1t�. Tes l�i�J.lrl `- 2. B,4CK;SONE LATERAL- SCHEDULE 4t PVC, lIPL •.�51���1� •, . . Tre�nGhl . � . ..., PER LEdeND_ `` 5. FLUSH VALVE SEE DETAIL THIS SHWT' _ + t + + + + + + + + + + + + + + + 4 DRIP LATERAL SCHEDULE 40 PVC, PIPE S. BOUNDARY FOR DRIP VALVE ZONE ♦ + . . tt tt + . t I + ti + ♦ t + + ♦ t t t t t t t + •`• 6. SHRUB LITTER PER DETAIL AIL THIS "li,tii 1 * _ 2 POL LEX RISER= RAIN _ .. r 7. IRRIGATION MAINLINE --'--+ + + ♦ ♦ t + t t + + + + + + ♦ + ,.._ BIRD 12 (LEN&TH o �.; - _ I # + - .-, � „ AS BRED _ If1- ♦ t + + ♦ t + t + t + t t + + et + - � ---I Z 6 FINISH`c9RADE + t t t ♦ t tt t -♦ t tt t -t t t t .. i + + + +.._+ ♦. + + + + t t t ♦ t t - 12 � G - 1/2 I X POLYFLEX . a 4 .. t + ;. ♦ t + + + t . + t « - 4 8 RISER ADAPTER:RAIN < :. .. . . . � BIRD F�eA-ova _ ,. 0 �.. 1 �.. I h,.I . •, # , , . PVC, SIGH 40:.TEE OR 6. 11) ELL •.. -1 � { .,� +rl#+ I"YG LATERAL PIPE SECTION PLAN: o z :. ill --- _ o G IAJ _. •. LA- Z c 0 �� 1 i f LEGEND o e f Tii L. EMITTER PER b. PV'G r�"��►• _INSTALL ON I " PVC, RISER. a �¢ -� ALL /2 .H cn b 5 �. RroT : u J� t 3 C) 2. GLASS 200 PVC, LATRI 'rt"O 2 (D 6 a EMITTER HEAD. 6. BILL T'ERIAL. 200 9. UNDIS TI o, 1. HAR P%APE (T' /9*INISH cSRAt E S. G LATERAL VALVE. =;NAB YE SOIL �- LASS 200 LA FROM 2 GLEAN BAGKFILL IMPACTION REQUIRED SPIES 3 S. SAND ('TYP) 4. FINISH ►RADE. 5. EMI I I HEAD PER LE61END. o 4. NON. PRtSGURE LATERAL. LINE SLEEVE (SIZE PER GH T)/N�C?N PRESSURE LATERAL - „ b INSTALL ON 1/2 PVC 5GH 60 RISER. 5. PF;ESSURE MAINLINE SLEEVE (SIZE PER CHART) MAINLINE 6. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE $ (SIZE •"IER CHART)/CONTROL WIDE ADJACENT TO MAINLINE 5 ° 'I. „ z COMMUNICATION CABLE IN 1 I/4 5GH 60 SLEEVE S!'�LICES FROM CONTROLLER ELIMI 11� IPES 1F ROOT BALL � .. .� TO CONTROLLER. 15 SET WITHI _ f � NISH SOAVE AND ..;�.,.• Notes: INSTAL LG ON`Gtt�E. 3 All sleeve* to be SGH 60 PVC. Size all sleeves per s eevl chart on plans. Extend Sleeve* 12 d of hardsc a on both ends. r.1410hod water sleeve* to be minWwrn 4� -46 (©r per Water District Standards l wh000 . Ilc 10),deep p I s^�. F I L Ell l NG TRENG#�I SIG TREE �U �3LER� 1�R .Lfi� EMITTER T""f'�R _ , � C� �. � TY'R;'I G,�L DRIP LAYOUT m a a BENCH MARK NO. DESIGN BY C.V.'W.D. DRAWING APPROVAL CITY OF PALM DESERT i DRAWL 3 APPROVED SY• �'�'�/' �a 1 1 1 OF P" MEEK NO. 'PI�VAL OF THIS DRAINING 8Y C.V.W.p. 1 S pNLY o fOR THAT PORTION WITHIN C.V W.D. RIGHT OF WAY DATE 1/A�3 t1T �.w FOR ENCROACHMENT PERMIT CHECKED• �'" *�u Ll�w'>� 0- RT E NO.------------- I DRAWN BY -_-. APPROVAL OF THIS DRAWING BY C.V.W.D. DOES NOT 0 INCLUDE APPROVAL OF ANY STRUCTURAL i ITEMS, NOR =- � �� ; SS WH ITEWATER RIVER BFiNDGE AT p/�R U E $. RECOMMENDED o. ��A101 °� r1N0 avo r"V TOLJ'1 AVE z APPROVAL OF ANY PORTION OF THE PROJECT AS TO / O. - � you= 6 1h rtw oq N THE ADEQUACY OF ITS INTENDED FUNCTION. BO C EN R. C. E. 648 1rf CHECKED BY IRRIGATION DETAILS PROJE T ENGINEER OF CITY ENGINEER IJD APPROVED � s�tvx�sr p, NOnow* . REV I S,I ONS APPROVED DATE: u aw n�res TOTAL 7 / a f , j i RIVERSIDE OFFICE VCAP�r 3744 10th STREET SUITE � 200 IIIWIIIIVERSIDE, s• Ell INSTALL AT END OF ALL EMIR LA .683.1283 FAX 951.683. E—MAIL IDLA ODWNC.COM �-CHEAT � CA MJ)SH AVV IN 2 H16H Ma �01 1.9 TERb ON j V ®OX i { FINISH 61RADL= i ItAlt�l BGF-Z1 i 1/2-INCH POLY PIPS# (L.ENOTH "Ra11JI1 CONIPR SION AD lal THREADW PVC TO ICON i 1/2-INCH PVC WH N°1°I J (LENGTH A5 j PVC WH 40 TEE OR PVC LATERAL PIPlIf 12. ALL WIRES 5H BE LID G I LASTIC INSUU.F. DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL. RIE AIN6 612 M - ALL IRRIGATION 5=11DCATIONS, _ ALL SO COPPER, LATER, U DICE TE, CONTROL. WiR-5 SHALL BE A 4& #14 RED $LACK. CONTRO SHALL HAVE SEPARATE COLOR GORED G0tM VARRES YWEN TM OR LL.ERS - - . THE CONTRACTOR SHALL I. GENT=RA1. ALL WORK SHALL I IN ACCORDANCE NIITH APPLICABLE CODI AND THESE PLANS t� MORE CONTROLLERS ARE 4N :THE PRO. T. ' APPLY FOR ALL PERMITS AND PAY SAME. r-L U5H VALVE 13. ALL CONTROL WIRC-5 AND IRRIGATION IPIN6 THAT RUNS UNDER HARt�GAPE / PAVING SHALL BE ENGASEL�=�1 5GH 40 PVC, �. N I PLANS AT THE SITE PRIOR TO A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND D ME 5 ON5 SIWN ONTHE .- SLEEVES SHALL BE SIZED A►CCORDINE� TU! THE SLEEVINb CHART ON THE PLANS. COMMENCEMENT OF ANY WORK UNDER THIS GONTR4<wT. _ 14. THE FINAL. LOCATION Ft7R CONTROL VJ�LVE9 SHALL � APPROVED IN THE FIELD BY THE LANDSCAPE ARGI•iITEGT OR Tt�E DlMCItS TY E B, THE CONTRACTOR SHALL CARRY`ALL WORKERS COMPENSATION, PiJlI..{ti,LtAtS(LITY AND fi'RQPER D , 5E INSURANCE, AUTHORIZED REPRESENTATIVE. ALL VAL SHALL BE LOCATED1N SHRUB AREAS WHEREVER POSSIBLE. AS REWIRED BY THE CITY AND/OR Qom. 1 i IS. THE CONTRA4TOR' ALL HEAT BRAND!VALVE NUMBERS ON INSIDE AND OUTSIDE OF ALL VALVE BOX LIDS. I THE CONS TION OF IOATION SYSTEMS SHALL INCLUDE THE 2, SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, TRUG ITT{ Tt-E _ OF T! LINES,RISERS AND F N& AND _ FURNISHIN�'r INSTALLING AND TESTING OF ALL. MAINLINE., POINT CDNNEC , L,4'I'�ttAl Ib,:ALL BRASS OR G ; VANIZED CONNECT CAN$ SHALL GOA WITH TEF N TAPE OR LOBE JOINT GO��'a4 -. A*'P1t+OVE© EQIJ _ BE TEI� LO LED AU V VATI AND;B , KFIL GONTRO E TRIG NTIL ALVES �;JKOA ON A=G L - FURNISHING AND INSTALLII� OF SPRINKLER.:HEADS, LLt-R, LEC ALL. PVC THREADED Gt"�NNEGTIONS SMALL:BE COATED WITH TEFLON TAPE. AND ALL OTHER WORK IN ACCORDANCE NTH THESE PLANS, DETAILS, AND NOTES. THE WITRACTQR SHALL FURNISH ALL E TE AND _ - RTY TRANSPORTATION, AND PERFORM ALL OPERATIONS REWIRED FOR A COMPLETE LABOR, MATERIAL, EQUIPMENT PROPERTY, � 11. ALL PVC SOLVENT HELD GONNECTIO4 SHALL BE MADE WITH SOLVENT WELD MATERIALS AS RECOMMENDED II5Y THE Mft MANUFAGTUtER. OR REASONABLY IMf'L( BY THE DRAWIiS DETAILS A NOTES. _ OPERABLE IRRI�►ATION SYSTEM AS INDICATED ON, � ' _ 50LVEN'T_YVEL.p PRIMER MALL � APPLI AT ALL. CONNECTIONS. - ' - K` NOT LIMITED BY IT ARE THE ILLOWIN6= INCLUDED A5 A PART OF .THE IRRIGATION-WOR , BUT - 16. OW ° I 1 Tl AP EIt VALVE 15 SHIJT L SAD DRA NAIrE �LL � BeBE AIL4.OYVED, CONTRACTOR TO DETERMINE IN THE FIELD WH{GH HEADS Dim THE AL AI &ENDS TES, A. INSTALLCOMPLETE OPERABLE INDEPENDENT 11!RRI6ATION SYSTEMS PER T PLANS, DETAILS, L.E , A NO OFF. CONTRACTOR 'SH PROVIDE AND:INSTALL I K V AS NEEDED AT A ONAL. COST TO THE OWWER., ALL:. . RILL. ADDITIONAL IN LINE CHECK VALVES No 1'�I't'I TO MATERIAL AND WORKMA (P iNGLUDIN6 "B. ALL IRRIGATION WORK SHALL c5IUARANTEED BY THE CONTRACTOR A'�+ NSM Iq. ALL,PRESSURE SUPPLY II�5 AND CONTROL WIRt-S TO HAVE 18 -24 MINIMUM.COVER PER THE DETAIL. LATIiRo+�L LINK TO HAVE 12 MIN. F A PERIOD OF ONE YEAR FOLLOWIN6 THE'DATE OF FINAL „ SETTLING OF BAGKFILLED TRENCHES BELOW G12A1�E OR . GOVt:R. SLt�V(N6 IS TO HAVE 24 MIN. GOVI R. ACCEPTANCE OF THE WORK. _ v 2O. THE RADIUS OF EACH HEAD IS To BE :ADJUSTED SO THAT HEAD-TO-HEAD COVERAGE I5 MAINTAINED BUT O 1"KAY ON BUILVIINSS tN : TATtottOF THE DRAWIN65 AND THE _ 3. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TQ THE TERF'}tE WALKS WALLS AND OTHER HARD SIRFACES 15 MINIMIZED. ACCEPTABLE FULFILLMENT OF THE CONTRACT. 21. CONTRACTOR INSTALL 2 EXTRA W RES M UP I SHALL. NS I FROM GQNTROLLEI�t(5) TO EACH END OF THE MAINLINE. WIR�k SI}#l1LL GI�NE N'TO ALL MMATIC. CONTRAGTtJR SMALL ROUTE PIPING TOE ID CO LICT lNITH __ , 4. PIPING SHOWN ON THE PLANS iS ESSENTIALLY DIA&R.A VALVE BOXES ALONc+�i THE MAINLINE PATHWITH 56 EXPANSION COILS. IN EACH BOX. . SPARE WIRES SHALL 13E G�-Gt"R�E© DI�ENTLY I AND 16N IN T OF THESE STATIONARY ELEMENTS AND IN SUCH A MANNER A5 TO CONFORM WITH THE ARIOU:3 DETAILS DE5 THAN OTHER GONTRCL WIRES FOR EACH NTRQLlER; PLANS. 2O. UPON COMPLETION OF T - M D AND"THEFT A REPLAC ALL DAMA61 OR LE THE PROJEC , THE CONTRACTOR 15 TO TURN OVER TO THE OWNER THE FOLLOWING: 5. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM AMA _ T HIS EXPENSE UFO IL THE WI., 15 ACCEPTED IN WRIT(Nb BY THE OWNERCITY. , ,� .. ; STOLEN PARTS A NSE T - A. A REPRODUCIBLE SET OF_ AS-SUILT DRAWINGS AND CONTROLLER CHART. t: B. 2 KEY F T SHALL IFY 5 ORE GONTR LER / NTROLLER ENCLOSURE (AS APPL I CABLE). �. ,I ITL_ GONTRAG OR VER .�. .; 6. EXTREME GARS SHALL BE EXERCISED IN EXCAVATIN�r AND WORIGING �.. , ; �""L ES A=LL. MIS i�� C. 2 LGK CO =KEY A MAT H " ,. ;. Ql,1 UP�#� 5 .AND G N6 HOSE SNIT VELS. A RESPONSIBLE I� � DAMAGE. CONTRACTOR SHALL CONTACT THE LOCATION .AND CONDITION OF ALL UTILITIES ND tISE REST' C.+R ,, D. 4 OF EACH SPhtI EIS HE 1 ,I - I+IIKL AID SPEC ED. UNDERGROUND SERVICE ALERT A MINIMUM OF TWO WORKIN& DAYS' PRIOR TO l("INb, - - 0 I , MATLRI S AND R MBI INCIDENTAL `, 2L RECORD DRAWINGS THE GO'NTRACT SHALL PROVIDE AND KIT' ° UP TO DATE A COMPLETE RECORD SET � I°RINTS W�NC.H SHALL IBIE SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQU PMIt AJ.. 5H CR _ '1, THE CONTRACTORCORRECTED DAILY A SWOW EVERY ,14 H - L NIp EVE CH N6E PROM THE ORI�siNAL DRAWINc5S. PRIOR TO FINAL INSPECTION, TIlrE CONTRACTOR SHALL TO IS z TRANSCRIBE ALL JI►�= �M,4'TION FROM RECORD SET TO A RLI°R+O1�1,�(BLE OZALID SEPIA PROCURED FR41�+1 THE OI+ ALL WORK SHALL AND _ , a _ NEAT LE61 L ATI THE FO OWINc*a I THE WATER SOURCE TNT OF 7 .. : C?Cr NG 1'EMS FROM PERMANENT POINTS OF REFERENCE SHUT-OF'I�"`VALE MAINLINE AND CONTROL z DESIGN IS B ON '#"'� METER SIZE AND WATER PRIG e. �.AT� ON SO . .. E / POINT _ S. THE IRRIGATION BASED ...,_.-., ' !RE ROUTING W , POG, E6KFLC�W DEVICE, NTROL VALVES CONTROLLER C,�JICK COUPLING VALVES AND 1°!°R1'11�N'f UND'�tb1tDUNC� 1 _ a ti TO CONSTRUCTION. SHOULD A ' OTH�lt ITEM. CONNr TION NOTE ON THE FLANS. CONTRACTOR :SHALL VERIFY THE � N ' T APE AItrC,HITECT PRI O'I� TO BE61' II . . ` 'TR#JGT O „DISCREPANCY EXIST, NOTIFY HE LANDS , _ . 22. CONTROLLER GI*IA 'tT UPON APPROVAL OF THE FINAL RECORD DRAWINGS PROVIDE ONE CHART FOR EAGH'�rOl�!'TlILOLLER INSTALLED. . P A AND IREMEN A NOTED ON_THL PLANS. ALL LOCAL REQU TS . ., N TOR SHALL MAKE POINTS OF GONNTION (POG) S I` OG fit. GO � O BLACK-LINE ANDSG CONTRACTOR. A. THE CHART IS TEU"��3E A RF�UGE1?' OF THE APPROVED RECORD DRAWING A BLACK LINE PRINT RIBZ71 Ti�E MAXIMUM SIZE THE SHALL BE THE RESPONSIBILITY OF THE L GONTRCILLER DOOR YVIIL.L ALLOW, G4L WITH A DIFFERENT COLOR FOR EACH VALVE STATION). i ( OLT SER1/1 TO THE CO R ELt:STR GAL. 10. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECT INS 2Q.,Y' ... .. NTR4I.LE S. WHEN COMP AND APPR o �. �VI�3, GI.1AR1': ALL. BE 1•#ERITLGAL.LY SEALED BETWEEN TWO 2 PIE �?F 2O MIT.. CLEAR PLASTIC PROVIDED THE ONINER AT "t't CC)NTRC?LLER LOGATIC�±t Y�i ON "�'I& LAN ` + O .. z POWI� WILL BE PRO DE BY AND MOUNTED ON THE INSIDE OF THE GO LLER`DOOR USING VEL CRO TAPE OR EQUAL. a NI z I TO PERFORM A'MAINLINE:PRESSURE TEST. THE HYDROSTATIC TEST c� I(. CONTRACTOR SHALL PROVIDE AL.L EQUIPMENT REWIRED SHALL HOLD A MINIMUM OF 1-50-PSI FOR 3 HOURS � MORE: CONTRACTOR A=LL . NTA►GT THE OWNER'S< tEPRESENTATIVE A I w , MINIMUM OF_46 HOURS IN ADVANCE OF THE TEST 120K CERTIFICATION. o cn U) - 1 0 z 3 0 Q o J BENCH MARK N0. DESIGN BY C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT ERTNa iJDrAPPROVED BY I � �� APPROVAL OF THIS DRAW i NG BY C.V.W.D. IS ONLY 0 DATE p� sI1T, FOR THAT PORTION WITHIN C.V.W.D. R 1 GHT, OF WAY lr`" # L 7 a CHECKED+< DRAWN BY FOR ENCROACHMENT PERMIT NO.------------- R T v 3 APPROVAL OF THIS DRAWING BY C.V.W.D. DOES NOT ^^^^^^'"' ^^^ ss WH ITWATER afVER BEIGE AT PORTOIA AVE INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS. NOR o. (� DIAL SST j RECOMMENDEQe I IW D�9>SBr 7 YOU DIG i c N APPROVAL OF ANY PORTION OF THE PROJECT AS TO 0, Youaro Y . � CHECKED B THE ADEQUACY OF ITS INTENDED FUNCTION. SO CHEN, R.C. E. 648� YOII.IREE 14NO� -2000 PROJEOT ENGINEER IRRIGATION NOTES OF � APPROVED CITY ENGINEER , i JD TOTAL % 3tg CHIEF ENGINEER R.,C. o. NO. RE°V I S f ONS APPROVED DATE 7 n