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HomeMy WebLinkAboutLantana Avenue Parking Lot Plans_1 GENERAL NOTES uITY OF P -A -\/I DEk::) E 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE LANTANA AVENUE CITY OF PALM DESERT AND THE STANDARD SPECIFICATIONS OR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND OTHER STANDARD PLANS AS SPECIFIED IN THE PLANS. 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PARKING LOT PLANS PERMITS AS REQUIRED BY THE CITY OF PALM DESERT MUNICIPAL CODE. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT / LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE 1 g OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL { UNDERGROUND UTILITIES. 4 ( 2 11 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENTS, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS AND N m STRIPING AND PAVEMENT LEGENDS. q N q � ? � ��y 5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL N � � � � m EDGE of 3 BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND .� p ° w u o N N �, m SIDEWALK 19 PAVEMENT MARKERS, TYPE AND LOCATIONS SHALL BE APPROVED BY THE N / s m u f CITY ENGINEER. N q (i CURB 6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH co q m MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION, REMOVAL AND N N w REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. r{ w NUMBER BELOW 33965, OR A LICENSED LAND SURVEYOR, ONLY. 7. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE CITY OR w , o w n N � � �,, � � Nb. i APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND ° I 1 VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. c CURB DATA TESTING IN AREAS OF A CRITICAL NATURE OR SPECIFIED EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. — I NO. BEARING/DELTA RADIUS LENGTH TANGENT REMARKS q q N 1 D=15(J00'DT 0.50' 1.31' 1.87' S. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN ,, 2 N30r06'21'W --- 2.13' --- a CONFORMITY WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES ASPH z °°° tSPH N o � 3 N30'06'21'W --- 9.00, --- C CURB O FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO N + 1n m q 4 N5953'39'E _-= 5.20' __= 6° CURB m u o N N m LA ANC° NL E N o 5 N59'S3'39 E 2.31' ELIMINATE ANY HAZARDS. 6 N00'06'21*W --- 1315' -- F A TYPICAL PLANTER AREA DETAIL `n 9, AT NO TIME WILL PRIVATE PROPERTY BE USED IN CONJUNCTION WITH THE PROJECT UNLESS PROPERTY OWNER APPROVAL IS OBTAINED IN WRITING AND POOL GIVEN TO THE CITY FOR APPROVAL. tiVVnn o� 10. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR . STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE f AVAILABLE RECORDS AND MAY NOT BE AS SHOWN HEREON, THE CONTRACTOR C SHALL, AS PER PROJECT SPECIFICATIONS, DETERMINE THE EXACT LOCATION OF ALL SUCH UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT 1 MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR OPERATIONS. SCALE 1"=50' TYPICAL SECTION` ` -A - 11. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ARRANGE FOR AND CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NO SCALE. PROPOSED E TUBULAR , COORDINATE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY 0 25 50 100 150 E'LY R/W CL W'LY R/W 4 BY THE PROPOSED IMPROVEMENT. CONSTRUCT I AC OVER 4 CLASS II AB PAVEMENT 6,680 SF INDEX MAP '! 12, _NO CONCRE I E SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL O CONSTRUCT �' CURB & GUTTER PER CPD STD 102 82 LF �1 1 HAVE BEEN PLACED, INSPECTED AND APPROVED. •� �� 3 CONSTRUCT IVCURB PER CPD STD 103 466 LF 30.0'— 30.0' � 13. THE CONTRACTOR SHALL_ CONTACT THE CITY OF PALM DESERT AND AFFECTED1 UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION, 1�4 CONSTRUCT CROSS GUTTER SPANDRAL PER CPD STD 1/08 327 SF 30.0' s.o' 14. ADJACENT STREETS ARE TO BE CLEANED DAILY OF ALL DIRT AND DEBRIS THAT 5 CONSTRUCT 3' WIDE VALLEY GUTTER PER CPD STD 112 383 LF 1s•5' 17.5' IS A RESULT OF THIS OPERATION. -© 13.0' Y- 6 CONSTRUCT 6' WIDE TO 8' WIDE SIDEWALK PER CPD STD 104 4,571 SF 3 2.0% 15. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY VALVES, 23 �— BOXES AND COVERS, AND ADJUSTING OF ALL WATER AND SEWER VALVE BOXES O7 CONSTRUCT 5 WIDE SIDEWALK PER CPD STD 104 337 SF 21 20 AND COVERS TO FINISH GRADE. ALL NEW OR EXISTING MANHOLES AND VALVE CONSTRUCT CURB RAMP CASE 'B' PER RIVERSIDE COUNTY STD 403 3 EA COVERS SHALL BE ADJUSTED TO GRADE IN ACCORDANCE WITH PALM DESERT STD, PLANS 109 tir 110. ® INSTALL HANDICAP STRIPING LEGEND AND SIGN PER DETAIL ON SHEET 9 2 EA 2 MoW CURB AND FOOTINGS Pr72 FENCE 16. THE CONTRACTOR LA _< : . 'a DEfWL AGWT eaCK OF SMALK SHALL SATISFY HIMSELF THAT ESTIMATED QUANTITIES SHOWN 10 CONSTRUCT TUBULAR STEEL FENCE PER SPECIFICATIONS 1,395 LF - - 5 1 ARE CORRECT BEFORE BIDDING ON ANY ITEM. THE DEPARTMENT OF PUBLIC WORKS DOES NOT ASSUME ANY RESPONSIBILITY FOR THE QUANTITIES CONSTRUCT 4' TUBULAR STEEL GATE PER SPECIFICATIONS 4 EA 14 BAR ® 24" O.C. 108 SHOWN HEREON. '0 �€ CONSTRUCT 5' TUBULAR STEEL GATE PER SPECIFICATIONS 4 EA „ 17, WORK PERFORMED UNDER THESE PROJECT DRAWINGS SHALL COMPLY WITH ALL P.C.C. SIDEWALK (6 THICK) 13 STATE OF CALIFORNIA SAFETY REQUIREMENTS (CAL OSHA). 10C CONSTRUCT 16 TUBULAR STEEL GATE PER SPECIFICATIONS 3 & GRAVITY WALL DETAIL 18, THE CONTRACTOR SHALL_ AT NO EXPENSE TO THE CITY PROVIDE ALL NECESSARY 11 CONSTRUCT 3° SCHEDULE 40 PVC SLEEVES 13 EA NTS SAMPLES AND TESTS S THAT THE CITY ENGINEER MAY REQUIRE TO ASSURE THAT 12 CONSTRUCT PCC DRMAY APPROACH PER CPD STD 105 91 SF THE QUALITY OF MATERIALS AND WORKMANSHIP ARE IN ACCORDANCE WITH THE CITY SPECIFICATIONS. 13 CONSTRUCT SIDEWALK WITH 10" GRAVITY WALL PER DETAIL ON SHEET 1 89 LF PAINT a WIDE WHITE PARKING STRIPE 1 LS 48° VICINITY MAP i y. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN 15 ALL FACILITIES COMPLETED OR UNCOMPLETED UNTIL ACCEPTED BY THE CITY. 16 MIN PAINT 10' WIDE YELLOW CROSSWALK 1 LS COUNTRY CLU3 DRNE 20, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON—SITE AND 70 SQ. INCH L ADJACENT UTILITIES, FACILITIES AND PROPERTY AND SHALL CARRY SUFFICIENT NOTES 17 — 19 NOT USED ACCESSIBLITY SIGN 8.33% 8.33% INSURANCE TO PROTECT THE CITY AND ADJACENT PROPERTY OWNERS. PER SEC. 310A(C) MAX Q x 20 REMOVE EXISTING CURB AND GUTTER 453 LF Lj 21. PRIOR TO TAKING WATER FROM A FIRE HYDRANT, THE CONTRACTOR SHALL MAKE oI 21 REMOVE EXISTING PAVEMENT 2,771 SF � ARRANGEMENTS WITH C.V.W.D. (398-2651) TO OBTAIN A FIRE HYDRANT 0 FACE OF WATER METER. 22 SAWCUT EXISTING PAVEMENT PER DETAIL ON SHEET 1 473 LF CURB «' 22, THE CONTRACTOR SHALL EXCAVATE INSPECTION H01_ES AND DETERMINE THE LOCATION 23 REMOVE EXISTING SIDEWALK 5,060 SF ENGINEER' S NOTE o a AND DEPTH OF ALL UNDERGROUND STRUCTURES AND UTILITIES IN THE VICINITY. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY a U-i24 REMOVE EXISTING CROSS GUTTER 241 SF STRIPES AT PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED 1 23. THE CONTRACTOR SHALL NOT ORDER OR PLACE ANY PORTLAND OR ASPHALT 36' ON CENTER BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE CEMENT UNTIL THE FORMS AND SUBGRADE AND/OR AGGREGATE BASE HAVE 25 REMOVE EXISTING PALM TREE 4 EA �`�� APPROXIMATE. IT SHALL BE THE CONTRACTOR'S BEEN INSPECTED AND APPROVED BY THE INSPECTOR. a�2 RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES FRED WARING I DRK 26 REMOVE EXISTING FENCE 910 LF y OR STRUCTURES ABOVE OR BELOW GROUND, SHOWN OR NOT LI 24. CONSTRUCTION MATERIALS SHALL NOT BE STORED IN STREETS WITHOUT THE 27 REMOVE EXISTING CURB RAMP AND SIDEWALK, AND REPLACE WITH 5 EA U l.J SHOWN ON THESE PLANS. THE ENGINEER IS TO BE NOTIFIED APPROVAL OF THE CITY ENGINEER. TYPE 'B' CURB RAMP PER RIVERSIDE COUNTY STD 403 OF ANY DISCREPANCIES, SO THAT ANY NECESSARY ADJUSTMENT II a ��o CAN BE MADE IN THE ALIGNMENT AND/OR GRADE OF THE i HIGH:'!Ar 111 NOTES 28 — 29 NOT USED PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO M. PAVEMENT 5' MIN AT TYP. TAKE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY Et PASEO DIRK 5- 30 ADJUST VALVES TO GRADE 4 EA SYMBOL PER ACCESSIBLE STREET ll SEC. 3107A(C) PARKING SIMI LINES SHOWN, AND ANY OTHER LINES NOT OF RECORD, AND/OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE HELD ` PROJECT LOCAflON - 31 CVWD TO RELOCATE FIRE HYDRANT BEHIND SIDEWALK—CONTRACTOR TO 2 EA PAINT CURB RED 95' EITHER SIDE RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR AIF2WAY DR1GE DIAGONAL SPACE HANDICAP DETAIL STRUCTURES CAUSED BY HIS OPERATION. Z --� a N.T.S. UndergroundService Alert BASIS OF BEARINGS: � THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN OFESS/ PREPARED UNDER THE SUPERVISION OF: I I DATUM OF 1983 AS OBSERVED BETWEEN NGS STATIONS DESIGNATED eR ONq C T Y T M D E S E R DESIGN: DRAFT: �y AS TOMTITf 2 AND RAMO BOTH BEING CLASSIFIED AS HORIZONTAL Z.3--°v Q�'O S R SCy�/ l F T A AVENUE Lo Call: .CC�� ORDER B. PROJECT CONTROL POINT COORDINATES, ALSO BASED ON � 2 T<.S. J.13. J.M.B. _ NGS STATIONS TOMTITT ?_ AND RAMO, WERE DERNED BY GPS OBSER- KRIS R. SCHULZE DATE: �� r'� c� The Keith C O ill a n i e s -- VATIONS AND ARE CALIFORNIA STATE PLANE (GRID) ZONE 6. RCE NO. 46188 EXP. DATE 12/31/2002 W No. 46188 m P PARKINGT PLAN CHECK: C�a i E: ((� BENCHMARK: AP D BY: CI 0 ALM DESERT TIT SHEET K.R.S. G5 2000 THE ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF PALM Exp. 12/31/02 — DESERT BENCHMARK NO. 115 ® THE NORTHWEST CORNER OF FRED WARING DR. AND COOK STREET. S—ta —� s� �Q LOCATED IN A PORTION OF SEC 21 , T5S, R6E, SB&M DWG No. STj85101 NO. DATE I N IT. APP'V'D DATE RICHA J. FOL S DATE: '4I£ 41-865 Boardwalk, Suite 101, Palm Desert, GA 92211 (760) 346-9844 FOR: SHEET 1 0 F 4 TWO WO G DAYS BEFORE YOU DIG ELEVATION: 164.425 NGVD 1929 REVISIONS RCE NO. 25320 EXP. DATE 12/31/01 OF CALF CI""Y DESERr" ° o ❑ "O D o ASPH 00 ASPH PORTO AVENUE 5g2 N 4 ——© CONC i ? ASPH o L-I _­\ �_ 2so I I ° I I � �— ° o ° ° N o r — ° U ::;:: o D CHAIN LINK FENCE RE (VAL ° D TUBULAR FENCE REPLAC M� z �I o ❑ ❑ n ILI ° o � o I' � I ' 1 r I I I T CONSTRUCTION NOTES rI Y ° y #I Ol CONSTRUCT Y AC OVER f CLASS II AB PAVEMENT [.� O2 CONSTRUCT 6' CURB do GUTTER PER CPD STD 102 CONSTRUCT Cr CURB PER CPD STD 103 f ® CONSTRUCT CROSS GUTTER SPANDRAL PER GIRD STD IV I 0 10 0 O5 CONSTRUCT 3' WIDE VALLEY GUTTER PER CPD STD 112 B IN. C BUL AR R CSTEEL I © CONSTRUCT 6 WIDE TO 8 WIDE SIDEWALK PER GIRD STD 104 ° ° -� -, 1 O7 CONSTRUCT 5' WIDE SIDEWALK PER CPD STD 104 CONSTRUCT CURB RAMP CASE 'B' PER RNSWE COUNTY STD 403 n O9 INSTALL HANDICAP STRIPING/LEGEND AND SIGN PER DETAIL ON SHEET 1 N �� ❑ 10 CONSTRUCT TUBULAR STEEL FENCE PER SPECIFICATIONS CONSTRUCT 4' TUBULAR STEEL GATE PER SPECIFTG4TIONS m 10 I ( _ ® CONSTRUCT 5' TUBULAR STEEL GATE PER SPECIFICATIONS ❑ I ® CONSTRUCT 16' TUBULAR STEEL GATE PER SPECIFICATIONS 11 CONSTRUCT Zr SCHEDULE 40 PVC SLEEVES 12 CONSTRUCT PCC DRIVEWAY APPROACH PER GIRD STD 105 END TE S TUBULAR TEEL FEN E TUBULAR N 13 CONSTRUCT SIDEWALK WITH 1(r GRAVITY WALL PER DETAIL ON SHEET 1 CONSTI j 15 PANT 4- WIDE WHITE PARKING STRIPE j S OP LUTHERAN HOO 1s PANT 10' WIDE YELM CROSSWALK NOTES 17 — 19 NOT USED In \L J M m N a ~ m 10 ® REMOVE EXISTING CURB AND GUTTER N� WASHI GTON C ER SCHO L Co 21 REMOVE EXISTING PAVEMENT © SAWCUT EXISTING PAVEMENT PER DETAIL ON SHEET 1 — ° O REMOVE EXISTING SIDEWALK Z GIN CH LINK FENCE REMOVAL LAR FENCE REPLACEMENT I ® REMOVE EXISTING CROSS GUTTER I O REMOVE DUSTING PALM TREE 26 REMOVE EXISTING FENCE 27 REMOVE EXISTING RB RAMP AND SIDEWALX, MD PER RIVERSIDE COUNTY STD 403 REPLACE WITH�L \,A N�A TYPE 'B` RAMP i NOTES 28 — 29 NOT USED 3+oa ° ASPH ?60 ° I I 1 I I—o° , ° o° ASPH o © 9+ao ® AQ�M VALVES TO GRADE N � I I —, I i —}- I I —I— I I I —F- N N TANA A UE 31 CVWD TO RELOCATE FIRE HYDRANT BEHIND SIDEWALK--CONTRACTOR TO 0 PANT CURB RED 15' EITHER SIDE ,'D - nJ v® � O° v � oO°o POOL o0 o0 am I C Al a SCALE 1`=40' 4p, 0 20 40 80 120 6 Underground Service Alert BASIS OF BEARINGS: PREPARED UNDER THE SUPERVISION OF: lo o THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN QFE$$/ DATUM OF 1983 A5 OBSERVED BETWEEN NGS STATIONS DESIGNATED QR N,q C I T Y 0 F P A L M D E S E R T DESIGN: DRAFT: g�a AS TOMT11T 2 AND RAMO BOTH BEING CLASSIFIED AS HORIZONTAL R• S— o Call: T �°REE ORDER B. PROJECT CONTROL POINT COORDINATES, ALSO BASED ON 23_� w�� �S yG� �2 TANA AVENUE KRS JB JB NGS STATIONS TOMTITT 2 AND RAMO, WERE DERIVED BY GPS OBSER— KRIS R. SCHULZE DATE: �Q` �� 0 The Keith Companies M VATIONS AND ARE CALIFORNIA STATE PLANE (GRID) ZONE 6. RICE NO. 46188 EXP. DATE 12/31/2002 w No. 46188 m PARKING LOT p CHECK: DATE: BENCHMARK: 227 — THE ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF PALM AP ED BY: CITY PALM DESERT Exp. 12/31/02 FENCING LIMITS AND GATE CONSTRUCTION KRS 05/2000 DESERT BENCHMARK N0. 115 ® THE NORTHWEST CORNER OF RED LOCATED I N A P 0 RTI 0 N 0 F SEC 21 , WARING DR. AND COOK STREET. S Z, —� T clv,� T5S, R6E, SB&M DWG No. ST685104 N0. DATE INIT. APP'V'D DATE CH D J. F RS DATE: qTF p�� 41-865 Boardwalk, Suite 101, Palm Desert, CA 92211 (760) 346-9844 FOR: PALM TWO WORKING DAYS BEFORE YOU DIG ELEVATION: 164.425 NGVD 1929 R EVI S 10 N S RICE 0. 25320 EXP. DATE 12 31/01 4F CNQ� CITY OF DESERT SHEET 4 OF- 4 E I E4 i S9 SHEET 3 FOR FENCING LI i WASHINGTON CHARTER S OL I STA. 9+31.89 Oz OFFSET: 30.08 L n 10 SIDEWALK TC=251.86 EASEMENT STA 6+87.09 93.561010' SIDEWALK OF I OFFSET: 30.08 L FFSET: 30.08 L STA: 8+07 8 EASEMENT 9+21.50 TC=258.67 TC=256.85 aE OFF _STA 6+55. 1 STA: 7+ 44 1p TC=252.09 END SIDEWALKSTA: 6+24.74 STA: 6+76. STA: +18.27 STA: 8+38.36 STA: 8 9.53 00.71REMOVE EXISTING OFFSET: 30.08 L OFFSET: 30. 8 L OFFSET: .08 L OFFS : 30.08 L OFFSET: 30. L STA: 7+80.62 OFFSET: .0 OFFSET: 8 L OFFSET: 30.08 L MATCH EXISTING WOODEN BENCH ��ETC=258.07 1 Q TC=257.46 TC=257. 5 TC= 56.24 TC=255.62 ��"_�-�,OOFFSET: 30.08 TC= 8E! TC=253.22 TC=252.54 WATER FO NSSTA: 5+62.38 STA: 5+83.17 STA: 6+144 STA: 6+45.52 0 STA: �07.88 7+39.05 �� 255.01 STA 9+37.66 SET: 30.08 L OFFSET: 30.08 L OFFSET: 30 08 L OFFSET: 30.08 L REMOVE ISTING 0 ET: 30.08 L STA: 7+ .23STA: 8 7.96 STA: 8+59.14 STA: 8+90.32 PROTECT IN P E OF}�: 30 08 MATCH EXISTIGTC=259.23 OFFS . 30.08 L TC 255.83 OFFSET: 0.08 L OFFSET:;.08..L OFFSET: 30.08 L OFFSET: 30.08 L TC=251.74 --------- C�25885------ ---- - -T-C-=258.28- --- --- -- - -TC=257.67------- -- WOODEN NCH- --- --- - C-256. ----- -- - --- ---------- ---- --- - ---- - --- TC=254. C=253.45 TC=252.77 N STA: 5+54 9 _ -- --------- -- - -- - --- ----------- -- - -------- ----- - -------- - --- --- -- --- - -- --------- --- OFFSET: 2 58 L r n. F , n TC=259.39 n. n - 6 ` Li ;n _ A, n• _ - 26 - - - n - - nn n n 6: 10.48 � .A n :n n" .... , <. .. n .. ,. ......, , ,.,., :� ..... .. ,< ,., �,.' . ::: ...:.. ..,.. e..,. ..._... ...., +....... ,.. ,. .•t.Z.� .._....ate. $.. x,. F ,...,,.. ,. r.. .. , ...., .. .. .r.s, x�,.. r, ..,. •� .-- L. ...... x .<,a. �_2;� .:. _ r. .. .. r:.:ay .�'. r t -...... . . .. -. ,.,,. ...._ r. .. -�. ... .... ,� ... ,.,. .x• _ ..ram .. v .. ,z. ....zr.. .... .... ... .. i „ 2 .5 < <Y:• x.x.�..0 . _<, _ � � y , .. �. _r . ,,t ,, fv x._ n 2 r, , z a, ,,>✓ '� . � . � � , u ., to � Tx.. ,4 .,. �," XAN ..,-,.. _... ..>:.. .. .. s „..- ,.t" ,�.. <. nx ,: ., , kx`„- sus... ..,..,. .-• T S fi` 24 .- 5+39.13 OFFS 83 L _ STA: 9 6. NX L 150 o o t SET: 8. oC 259.21 4 xx. _ STA. 6+16.94 TA. +50.00 WV STA: o WV . - :�. ......... .. .....„- . x> ,. > .. ,. . . ;��, ,. -...:t<., w .-; -.. 17 ' cQ MATCH EXIST. S 5+48.36 21 _7+41.65 5 STA. 7+99.39 0 ASPH OFF 13.91 L 5 OFFSET: 25.58 L •1YP OFFSET: 13.00 L 30 OFFSET: 25.58 L 30 25 9 STA: 8+30.56 STA: STA 8+92.92 - 5-i 00 6+00 TC=258.14 15 FL=256.66 p OFFSET: 25.58 L OFFSET: 25.58 L c. OFFSET: 25.58 L OFFS . $ L OFFSET: 25.58 L OFFSET: 4- L I TC=2 8.98 TC=255.69 C=255.08 8+0 TC=254.55 TC=253.94 TC=253.30 9+0 TC=252.62 TC=251.940 OOZ I TA: 5+50.00 STA: 5+63.59 STA: 6+00.00 STA: 7 50.00 STA: 9+47.81 STA 9 1. OFFSET: 12.48 L OFFSET: 10.00 L OFFSET: 13.00 L STA: 6+4 5.5 STA: 6+79.30 STA: 7+10.47 o OF : 13.00 L STA 8+00.00 STA 8+50.00 STA: 9+00.00 OFFSET: 12.50 OFFSET:--8. TC=258.95 TC=258.72 FL=257.64 OFFSET: 25.58 L OFFSET: 25.58 L STA 7+00.00 OFFSET: 25.58 L 254.69 OFFSET: 13.00 L OFFSET: 13.00 L OFFSET: 13.00 L TC=251.01 FL=250.03 I OFFSET:5 0 00 L TC=257.52 TC=256.91 OFFSET: 13.00 TC=256.30 ANA AVENUE FL=253.71 FL=252.73 FL=251.64 STA 52.14 STA 9+ 04 i TC=258.82 FL=255.6 0 : 10.00 L OFFSET: 1 n : 9+76.05 i C=250.94 31 TC=250. : 8.00 L n L1 =250.17 7) J T F 27 27 27 �- ❑❑ A ^ n 27 I / n. 1 7 I ® ® EXISTING PAVERS LOCATE 00 i TO BACK OF SID ALK ❑❑ I i POOL I oa > I ❑❑ 110 ❑❑ ERG S S E T P O E STR T 7 ' CONSTRUCTION NOTES �1 CONSTRUCT Y AC OVER 4° CLASS II AB PAVEMENT �2 CONSTRUCT 6° CURB & GUTTER PER CPD STD 102 ® CONSTRUCT 5' CURB PER CPD STD 103 J 1 _ = S ® CONSTRUCT CROSS GUTTER SPANDRAL PER CPD STD 108 ® CONSTRUCT 3' WIDE VALLEY GUTTER PER CPD STD 112 ' I CONSTRUCT 6° WIDE TO 13° WIDE SIDEWALK PER CPD STD 104 �7 CONSTRUCT 5' WIDE SIDEWALK PER CPD STD 104 �..` 27 © CONSTRUCT CURB RAMP CASE 'B' PER RIVERSIDE COUNTY STD 403 I , INSTALL HANDICAP STRIPING/LEGEND AND SIGN PER DETAIL ON SHEET 1 10 CONSTRUCT TUBULAR STEEL FENCE PER SPECIFICATIONS o o 260 00 1® CONSTRUCT 4' TUBULAR STEEL GATE PER SPECIFICATIONS 0 9 3+00 4+0 ASPH 5400 Cn - OB CONSTRUCT 5' TUBULAR STEEL GATE PER SPECIFICATIONS Cnn N 10C CONSTRUCT 16' TUBULAR STEEL GATE PER SPECIFICATIONS G DR REM D REPLACE LANTANA AVE REMOVE AND REP 11 CONSTRUCT ' SCHEDULE 40 PVC SLEEVES TCH NEW S'VIDEWALK 12 REMOVE EXISTING CACTUS AY TO EXISTING SIDEW TO 31 REMOVE ADD E � MATCH N DEWALK 12 EXISTING AY TO Ir1ATC SIDEWAY, 12 CONSTRUCT PCC DRIVEWAY APPROACH PER CPD STD 105 j S - n n- n - ' F. A ..''�n x� 6 n - .. .. - r - n' ^: n EXISTING SIGN 103 CONSTRUCT SIDEWALK WITH 10" GRAVITY WALL PER DETAIL ON SHEET 1 f 8 27 15 PAINT 4° WIDE WHITE PARKING STRIPE '� I -- - RELOCATE - 13 RESET MAILBOX AFTER 1 ® / 16 PAINT 10° WIDE YELLOW CROSSWALK < I SUNG � SIDEWALK CONSTRUCTION F RWAY DRIVE NOTES 17 - 19 NOT USED @ REMOVE EXISTING CURB AND GUTTER I ERGRASS S T 21 REMOVE EXISTING PAVEMENT I i 22 SAWCUT EXISTING PAVEMENT PER DETAIL ON SHEET 1 23 REMOVE EXISTING SIDEWALK I PAVING LEGEND II 24 REMOVE EXISTING CROSS GUTTER CONSTRUCT PAVEMENT PER PLAN 25 REMOVE EXISTING PALM TREE 26 REMOVE EXISTING FENCE REMOVE EXISTING CURB RAMP AND SIDEWALK, AND REPLACE WITH REMOVE EXISTING PAVEMENT TYPE 'B' CURB RAMP PER RIVERSIDE COUNTY STD 403 NOTES 20 - 29 NOT USED 30 ADJUST VALVES TO GRADE SCALE 1 =20' 31 CVWD TO RELOCATE FIRE HYDRANT BEHIND SIDEWALK-CONTRACTOR TO PAINT CURB RED 15' EITHER SIDE Cut 0 10 20 40 60 Ay Underground Service Alert BASIS OF BEARINGS: PREPARED UNDER THE SUPERVISION THE ON THE NORTH AMERICANIS N OF: DATUM FN1983 AS OBSERVEDABETWEEND GS STATIONS DESIGNATED QROFESS/py� C I T Y L M D E S E R T DESIGN: DRAFT: LLJCa�llo T® FREE AS TOMTlTT 2 AND RAMO BOTH BEING CLASSIFIED AS HORIZONTAL ,y,, s"-•�3„QO �,� R SCyG o ORDER B. PROJECT CONTROL POINT COORDINATES, ALSO BASED ON �S F -�- ;--: NGS STATIONS TOMTTTT 2 AND RAMO, WERE DERIVED BY GPS OBSER- KRIS R. SCHULZE DATE: ��' ��, TANA AVENUE KRS JB JB ATIONS AND ARE CALIFORNIA STATE PLANE (GRID) ZONE 6. � � F � The Keith C o m p a n i e s ® ® RCE No. 46188 EXP. DATE 12/31/2002 Q) No. 46188 m PARKING LOT PLAN CHECK: DATE: (((( BENCHMARK: w M APP D BY: CITY PALM DESERT 2 - THE ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF PALM Exp. 12/31/02 STA + 9®13 STA 10+00 KRS 05/2000 DESERT BENCHMARK K 115 ® THE NORTHWEST CORNER OF FRED S zr�� LOCATED IN A PORTION OF SEC 21 , T5 S, R 6 E, S B&M `� WARING DR. AND COOK STREET. NO. DATE INIT. APP'V'D DATE R CHA J. FO ERS DATE: �T'gTF CIV\\, - 41-865 Boardwalk, Suite 101, Palm Desert, CA 92211 (760) 346-9844 FOR: F%ALM DWG No. ST6851 C2 /" TWO WORE3NG DAYS BEFORE YOU DIG ELEVATION: 164.425 NGVD 1929 R EVI S I 0 N S RCE No. 25320 EXP. DATE 12 31/01 CF CALF CITY -10 DESERT SHEET 2 OF 4 Li- N1001", I cD J > ED m z I c I cn --I1, I rn t rJ - J 1 0 0 �� I I CURB DATA ems, No. BEARING DELTA RADIUS LENGTH TANGENT 0> D=44'57'44' 13.11, 10.28' 5.42' o (2> D=4S57'44 12.84' 10.30' 5.44' z 3 N00'06'21'W --- 6.00' --- � 4 N5753'3TE --- 18.00' --- rn 5 N3906'21'W --- 9.00' v (6> N0906'21'W 20.78' rn rn 7 ---N59'53'39'E 5.20 --- cn (8> N3UG6'21'W --- 9.00' --- I I 9 N00'06'21'W --- 20.78' --- I (I 0 N59'53'3TE 5.20' WASHINGTON CHARTER SCHOOL I 11 N3906'21'W ___ 9.00• 1 N00'06'21'W --- 20.78' --- HO UT � � � 13 N59'53'39'E --- N3O'06'21'W 5.20 --- 14 9.00' 15 N00'06'21'W ------ 20.78' 1 16 N59'53'3TE 5.20' 17 N30'D6'21'W --- 9.00' --- 18 NO0'06'21'W --- 20.78' 19 N59'53'39'E --- 5.20' --- 0 N30'O6'21'W --- 9.00' --- I I 21 N00'06'21'W --- 20.78' --- N59'53'3TE --- 5.20' N30'06'21'W --- 9.00, --- �' 4 NOO'06'21'W --- 20.78' --- i 5 N59'53'3T E --- 5.20' N30'06'21'W --- 9.00, --- .�..� NO0r06'21'W --- 16.1T -.i 8 N59'53'39'E --- 5.20' --- O O <29> N30'06'21'W --- 9.00' --- 30 NOO'06'21'W 20.78' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- --- 4 31 N59 53'3 E 5.20' 3 N3U06'21'W --- 9.00' --- ~� NW06'21'W --- 20.78' 15 18 21 --- 5 7 10 11 13 14 16 17 19 0 5 8 29 30 31 3 34 35 36 3 38 39 40 41 4 I N30'06'21'W --- 9.00' --- 4 No0'06'21'W --- 20.78' --- 3 N5753'39'E --- 5.20' 1 4 4 N3906'21"W --- 9.00' --- 39 NOO'06'21'W --- 20.78' 2 3 --- 45 40 N59'53'3TE --- 5.20' 260 0o O 0O ASPH 0 44 0 41 N30'06'21'W --- 9.00' --- --- 5400 6+00 7 0 8+0 9+00 0 00 4 NOO'O6'21'W 53T --- 4 N59'53'39'E --- 20.30' --- 5.00 2 s9 LANTANA A NUE 0 1 45 DNOO'O6'37'W -- 3.89' -- D=8743'01' 25.00' 1 39.15' 24.88' 4 N89'53'3TE L --- 4.43' --- ❑❑ +C+ UU00 ❑❑ ❑❑ 00 POOL ❑00 ❑ s ❑°0 W � 0 cj PLI U ,v, 134 � w SCALE 1'=20' 0 10 20 40 60 n L Underground Service Alert BASIS OF BEARINGS: PREPARED UNDER THE SUPERVISION OF: m THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN QRpFESS/pN C I T Y ® �' PALM DESERT DESIGN: DRAFT: DATUM OF 1983 AS OBSERVED BETWEEN NGS STATIONS DESIGNATED q AS TOM11TT 2 AND RAMO BOTH BEING CLASSIFIED AS HORIZONTAL k� R SCy w o Call: ORDER B. PROJECT CONTROL POINT COORDINATES, ALSO BASED ON KRIS R. SCHULZE �` The Keith Companies -� T LL FREE DATE: � �`S G��� TANA AVENUE KRS JB JB NGS STATIONS TOMTTfT 2 AND RAMO, WERE DEFINED BY GPS OBSER- a) 1 ® ® VATiONS AND ARE CALIFORNIA STATE PLANE (GRID) ZONE 6. RCE NO. 46188 EXP. DATE 12/31/2002 W No. 46188 m PARKING LOT PLEA CHECK: DATE: BENCHMARK: 7MC APP D BY: CITY PALM DESERT P / � HORIZONTAL CONTROL PLAN KRS 05 f 2000 THE ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF PALM Ex . 12 31 02 7-�ss��i DESERT BENCHMARK N0. 115 ® THE NORTHWEST CORNER OF FRED WARING DR. AND COOK STREET. G,�i/1�/"'r .5��.��� � � LOCATED IN A PORTION OF SEC 21 , T5 S, R 6 E, S B 8c M `rT CIV1�- DWG No. ST685103 N0. DATE INIT. APP'V'D DATE RICH RD J. FOL S DATE: qTF p 41-865 Boardwalk, Suite 101, Palm Desert, CA 92211 (760) 346-9844 FOR: LM TWO WORE ING DAYS BEFO YOU DIG ELEVATION: 164.425 NGVD 1929 REVI S10 N S RCE NO. 25320 EXP. DATE 12/31/01 4FCNQ� CITY DESERT SHEET 3 0 F 4 m C O m F- Z W W J ix LU C O Zco a ITYOFPALMDESERT _ ce a t� V p 73 510 Fred Waring Drive, Palm Desert, CA 92260 - (760) 346-0611 v) = o $ W wuj tMe r ~ Q_ 0 "�---..,. Q Z � V p chi WASHIN T N = Q � � " � G O CHARTER SCHOOL v � aWa = CORNER OF ® LANTANA AVENUE & CHICORY STREET Z a = a O °CL LAN ®SCAPE PACKAGE z } W� 1 0 u M z _ o < c W �/♦ w a v � y � O Z PREPARED BY: PAY LOPEZ ASSOCIATES � r LANDSCAPE ARCHITECTURE & PLANNING � 0 POST OFFICE BOX 12885 tO M PALM DESERT, CALIFORNIA 92255 uj C, Phone: 780 772-- 3123 C.L.N. 3474 v Fax: 760/772- 0243 uj 0 N N Q C3 w • J 0 E a. a w,w um W •� VICINITY MAP GENERAL NOTES SHEET INDEX SIGNATURE BLOCK L 1. UNLESS OTHERWISE STIPULATED IN WRITING BY THE OWNER, ALL WORK SHALL BE PERFORMED r BY A C-27 LICENSED LANDSCAPE CONTRACTOR, W L � 2. THE LANDSCAPE CONTRACTOR SHALL OBTAIN, COORDINATE, AND PAY FOR ANY PERMITS, FEES, AND AGENCY INSPECTIONS, AS REQUIRED, AND SUBMIT ALL CERTIFICATES OF APPROVAL UPON COMPLETION OF WORK. z O v¢i 3. THE LANDSCAPE CONTRACTOR SHALL CARRY ALL WORKER'S COMPENSATION, PUBLIC LIABILITY !M TEXACD STATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES, REGULATIONS, T-1 TITLE SHEET DIAL BEFORE YOU DIG AND SPECIFICATIONS. -m�—Tp PALM SPRINGS H W Y. 1 l I TD INDIO --�'+- M 4, THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK WITH ALL ♦�/ OTHER TRADES. THIS INCLUDES, BUT IS NOT LIMITED TO,AL PROVISIONS FOR RACEWAYS AND L—2 LANDSCAPE PLAN 1-8 0 0-4 2 2-413 3 ~ KAISER GRILL SLEEVING AS WELL AS WATER AND POWER SOURCES. ALL IRRIGATION WORK SHALL BE CO- z ORDINATED WITH AND APPROVED BY THE OWNER, E L P A S S ❑ PFF L-3 LANDSCAPE DETAILS & SPECIFICATIONS D I GALE RT 5. OWNER MAY REQUIRE LABOR AND MATERIAL BONDS, ALONG WITH A 100% PERFORMANCE BOND u FOR THE SUCCESSFUL BIDDER, LARREA STREET w a 6. BEFORE ANY WORK IS TO BEGIN ALL PLANTING AREAS WILL GRADED, CLEARED OF ROCKS, L-4 IRRIGATION PLAN DEBRIS, AND WEEDS ACCEPTABLE TO THE OWNER AND LANDSCAPE ARCHITECT. ALL REFUGE PLAY IT SAFE. AT LEAST TWO SHADOW MOUNTAIN TO BE DISPOSED OF PROPERLY OFF SITE. DIAL BEFORE WORKING DAYS CANDLEWOOD STREET YOU DIG! PRIOR T❑ 7. GRADE SITE AT 1" BELOW ADJACENT HARDSCAPE. W L-5 IRRIGATION DETAILS EXCAVATING CHICORY 8. ALL PLANT MATERIAL SHALL BE SPOTTED BY LANDSCAPE CONTRACTOR AND APPROVED BY z OWNER OR LANDSCAPE ARCHITECT, PRIOR TO IRRIGATION INSTALLATION AND DIGGING OF PITS. SERVING NINE SOUTHERN CALIFORNIA C❑UNTIES W L-6 IRRIGATION SPECIFICATIONS 3030 SATURN STREET, S-200, BREA, CA 92621 � 0 9. PROPER CARE SHALL BE UTILIZED IN THE HANDLING AND PLACEMENT OF ALL PLANT MATERIAL. ? ¢ PAROSELLA a BREAKING OF LIMBS. SKINNING OF BARK. ETC., WILL NOT BE ALLOWED. ANY PLANT WHICH THE OWNER DETERMINES IS DAMAGED SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR AT THE SITE ¢ y a NO ADDITIONAL COST. L-7 IRRIGATION LEGEND Z ¢ PEPPERGRASS a 10. LANDSCAPE CONTRACTOR SHALL INSTALL ARBOR GUARDS ON ALL TREES LOCATED IN TURF TITLE SHEET AREA, ¢ J C! F A I R W A Y D R I V E 11. SLOPE ALL EARTHEN AREAS AT A MINIMUM OF 1% TO DRAIN, 2% PREFERRED AND ACCEPTABLE STANDARDS OF PRACTICE. 0 d OLD PROSPECTOR 12. PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL ' Dig: 4127100 COMMISSIONER'S OFFICE. LANDSCAPE CONTRACTOR WILL NEED TO VERIFY MATH THE DEVELOPER CITY OF PALM DESERT LANDSCAPE ARCHITECTS STAMP FLAGSTONE LANE FOR STATUS OF AGRICULTURAL COMMISSIONER'S APPROVAL. PLANT MATERIAL NOT CONFORMING Scale: AS SHOWN WITH QUARANTINE LAWS MAY BE DESTROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL PREPARED UNDER DIRECT SUPERVISION �F IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE LpNDSGgpF Drawn: RCL ALL PLANT MATERIAL SHALL BE FREE OF ALL TYPES OF PESTS AND DISEASES. k� ,lroaf q Job: *00-05 PALM DESERT ° s SHEET A �SIGNATURE no sca e �DATE T=1 OF CAUL 1 OF 7 SHEETS mlm� I■ `tlf®tlt�ll III®II 1E�11I®illl Rtl[�It[®Ilt�ll 1[�1�'�I 1�11111111111111111111i�I�1[®11�11�lt�lllsli�l�l�li, d�lt�ll[_t�l�l� �l�l I[�A1 �:� 1 -.d? ,= 0000000- __. . E t®®� 3 s ti� Cp `� ; .. — ( -- _._mac-.-- C i �, 0) ° "7 � 60 - '............._._a =ti x x C ---_.—I. ...._..___-_.._._. x •� y^"i \\ �1 �J �0 'O (3) 4-- ,�� � - 1 =%:"W:ft;j \ } F..II�IIR�11�1�16 X ri,. -s,.r "% iE •"; zm i %•t- �.r/ i.I _X--- O�IIIIIIttt`t!_ __ 1� I _. � ,.�, ,,,,,,.,,,,, - . .. . `a it ,,•• `t, r , , ,. , s, ` It- 0 s a,�+ t 4 , , E % h , ` , • x -1 .. (:,✓ L_l 1 j s ''. 4 _1 ,i`e4 ,...lV. _ ' .vf' ♦♦ It e e. Omlr� Z ',. • afi -4. eE O 5 t © _, \ t~ _4 1. �''1' _ • . ' a . tow ,# W 2' _I`a e. r �s: 3 O -' .h. ti ti �`''''�.y ,- ++`1` �h i.. '•._�x_a,: u i.� ,P4 r f'.1 .. ♦ C�-- W ­�, -� # !. - 3 i T U IMF' , ✓ O (/� Z EXISTING _ - .,- _:�,' . :'. - PALMS C3) -�. fn• '� �il �,=itACK •� Q in u L.,Rr:::STEELGt fiT' ' _ N . . . N SKINNED = -MCiD \fN t Lme 7m N4 \0%(0\(* M D8. _,ram _ w E1: m .H -'7UD . H . !; t DR(KI��G" NtAJsN•'' - kI1JL `-1 N ♦ ._ .:ram , - i a • _ i t �4 C�j Z r. 1 52 4 - a � - co . . ___...-- -- - <I p� ,av: n. PLA TEFL` R IN +' - V f., ' DRIt+KING FO . % - _ i r 3 E I `i iF7, MDF 'MODEL �a493 , . 'i �/� r ,. t � � _ ; ac �" TR;F;LE; WEa INSTAL � � $ � �a Uj � v/ .� v .� ® Ee r 1: C aF _ ..�' .,.AF1s.. ,f.... PER MANUFACTURER'S _ - ,t�E" �. W dry F - 1(t.111 t I PLAPIIER t,g 'SPEt:IFIC'ASIONS' '3 _F ,: W N "ate' 4. COLt:I BLUE :. Fl -- _.y` * YGs TURF: % i ti - s EmmsmJ®Il��i�II�IB�4 , —.�., x < i 's - r: I/���✓•''•� s. O a . '51t i __/ d ., MUL; ` x 'i•:, i , ( ). y Cf " 4lignmem, I:,,CXr .° - t1�'>'oV>r ;. I 4 A J fi ISTING 'T,REE d (\pp��-� q s C, N RE ❑VE. c= ...�,; z, rr :. 4°z PR 'TECT IN�I r� p Lu E� N D Z a a. d 0 s _ IN r I YPI L.IR V .......... :DRINKING FO N'TA `'` t' T F � O ~ _.: E ` U _ f ♦ eel Z J tll - I�a ' .Ir. , , i®®1�.1 .le+lIl®Ii® i �-+�'a.=d"' t- �' ' , s _ , CFI '. 9 . _ s .:�— • r • d A , . ,, a F L PLY' Ems' k �� � �.. R E E S a �- ul rK �l f z� . / . REMOVE a _ ,.., 1-1­11 *x. �%`CA't�--` . ' _ � ,. -' i SYM PLANT NAME SIZE/ COMMENTS I.L. Y .� F'XIS.TINCi d _ Q F�ALMIS .C:S) )< in .. ., r 5♦:, i,. NI'U , f i ��'r a -4`F�';,h" t',,... r- ,� ,{..m,Q. ,[: •'* . '� +• s 3 i 110 ' I� % ' -  x l"-AS ACACIA STE NOPHYLL_A 24' Hox Q W a CL ld i a).J c' S;KINNED &,. , ✓� � " ��;> Shoestring Aeeaeia Z V . L - N \/"" YRIMI9ED Jk' { � ' �' . Mu 4_«: . IV111 C,� { � , r' ' N ` c9y s -gpdw _- 10 "� t S y� t,�,�^ �� _ i' r�S�. , toy' b,`� '' i � � �� �° V Z --- ' may �7� EXISTING TREE . E . � SAIJD ,�"r ' „ - v' tYrSical x Ot, - _ ASHINGTONIEa SPP. REMI7VE , z !,►4 l EXISTING ? EXISTING VQLL•i�'YBALL POIrE -VW* �'�� �,._ MUL • ' ' �_ Fan PoAm PROTECT IN PLACE +ems 1g 1 N -�l�I-' , •' , . , • 0. CD 1, NZ111, . . J `� 1. � : • • • - SKIN TRUCK 12' FROM J a ' • / ' i - r� ' - .T- FINISH GRADE v . TURF ♦ ' TRIM DEAD FRONS I 1. / , __ . ' R MO'��E . . ' , , . . , , VQLL,E`fBAI_l.'. POLE , , / / _;, �• _- �' J '. v I.JRF. , 1. CrP'`J `\ t DFG S-HP E LOE PAR \ (X ) HE sP RA VIF LOF'tA 1. Gnllon J . ° . \ ,' . 1�� _r X� Reel Yucca �. . I I I I.. . " 1. . � . I . . . . . I . ... . .I . . .. , . - , 4 N I. I . I . . ATm , ' i . . . . ,. , • M•UL \ \� I i // ^^ n S-LM LANTANA MONTE:VIDF•_NSIS i Gnllon . • , . . , . •, ,•� • , , . ,� 0 � A// �J Put^ple Trailing Lantana Tm BAIIIIIIIIIIIIIIIIIII E:_ TI:3ALL A ' '1. , _ . IYy , , .. • • , • • , - • ' m 0S:-LMG LANTANA M. 'Gold Mounij, 1 Gnllon 1 . � J Ct',' �L M - ----� r'\ \ / /•� - ' I 1 I Gold Mound Lantana cc --- �.,�. . .. ` . . . S .. \ � W 1 . . . . . , � . . I . . . . I � 1.. I \. , I /.1 ­ �,4_1 _ i TURF' l 0 U N D �' ' ' . ' , . , . ,** . , \���L, : ' I I . . . . . . . - '�`NIC EXISTING Ca R 0 �� E R S n W I * , . � . I. . . . . I . � ­ . ._ " 1. �. . I.. . ... . � . ., ... . % � . . ) I.-I _Z,r__1 (n >1m L . _ .. , , : * . _ , ., . I . . . . : ., . .. I . . . . .. , . IT 7 I s 111� � ' . I . 11 �' , , _ . „' PALMS •. . .• . . . . • . ._ . TRIMME LuTURF / CHAMPION DWARF SOD x �. , , ' . ' U EXLST>,NG TREE: i T r ;� / ': _ r /- %& 79,500 SCJ. F'T. + in LLJ N I, R F . • � typical ._7 / MU �' N NCr) 1. r ` - _ =.y-- ' ._ / ,� • .. ��, DFG Desert Gold Fines - 3 inches thiei-e Y_- Remove soil Prom site c,.s needed 4 . . . . % , , I . " ' ' ; ' '' (�1 ❑ T E ' �- A T TL:�RF''1 , ' . , �I _ r--� to accept new D.G. ' . . , , . , • ' : , . LOWER EX�,aTdNG' MC3UND ~'� . . z 9 , . 1200 SOFT V +/- 19 'TONS +.�- • , . ANJ��B�LEND INTO � MUL: l a TURF_ llmm -� E)CIS ItVG �'� N �,! t }1� . , • • , , . , • AD.JACL NT hRADE 'T THE'. `...i , ," '�... TI tl z O E'' . ,. \ . ;' ' • EXESTIPJG ,1•RE'E • SA.I'ISF,AtWTION L�F SHE 'C:ITY, g ZD N 0 T E • F?Rt]TECT IIJ A / .a Z , mi W, 0) - ,, ♦ PL LACE , �': , f't G) - '� ,.,, 1: CLEAR AND GRUB EXISTING TURF AND SPECIFIED �.. _ 20 ML It_' L:J ---- -_._ ._ ' .. ^ . . , ' , , • ' • . ' , ' . �` _ ._T = STANDARD S F>E . _- . A < an , : 0. ,!�"` , -� �: � SPECIFICATIONS 00 EDITION'. SECTION 300-1 ` PLY ebp _ t .-♦ a _ , • RE , T..URF ;` , . .PLY EQ s - T \4-�` �' SPE I O . PLY EOP' FL•Y 1=h� PLY IPF ' AND 300-2 I��i ��``' i £fiP F'LY'•EG1P' q-t ® �•� le ' * ♦ �� s1 - '^ PLY EQI� PLY EQP '° pf t u I am mi 0. •. •REMOVE . _ REMOVE ,ASW' ASH ' q� { ;_ ?" E. EXCAVATE > _ --.- .� RE:MOVE I;EEMO�.✓E w_ . - i= O ✓E REMOVE • • �. . ,r R -1,10� w UI GKFIL L E EXISTING STR CTUF+,ES AND BA ' M - �,,"C 4 PER "GREENB❑OK' STANDARD SPECIFICATIONS a r , • , , r� V DI�i , _ . NK F OUN 31V . . — . • a . , , L.-d1 'a000 EDITION' RE OVE" . __.:, REMO E .:�,. a �LIL > � x ' SECTION 30 ,�" ING• T A 1 . O 0 3 IS JNG a N �" r---. .. . i _�711.,�.. "�„ E-., _. . _� �, - :, < layg ou d _quipr�ent. drinF,in fountains atc. ). _: • - , . a .: I 6. f . - SKI ED F .. if W0 . x a ;, SIDE�WAx ''K :..., ;.., ., .i,• :::; .,.- a.t.. v... :::a .._. v.:: .:.! teak .,, ,:>: ': J... 't�SAi , N :: „ /\ as s/t RI UNE RE AIMING TREES �. PF,LMS PER THE ITV , i `nJ Jam, .., .. ,. _.. s r;Z= '.�,.♦) Fp'� _ �, ss:, sut c};'.. + < ,),.'. _7 t ��, JJ > l]�J -. :.' ii+ Ri:': >t c -Sva Fs _.M1 5?5 � � _� D C G G ,•F .IlwI C1 ;,., .-�•, OF PALM DESERT'S STANDARDS Q •-!st- mil•• I',+ AND SPECIE ICATIOhIS. o ,4 o f:' 4: Ma's ::. ; jJ; ' :,;> ��, r, ::__ ; ? REMOVE DEBRIS PROPERLY OFF SITE. lJ1 ,1:\ a<4 j>i �' " \ _;:r. Ix m -.,,m r:`' .=: �t CITY OF PALM DESER'C P .. -.- _.- - \ _, C�. SUPERSEDELm h:. Y' �1 xwl . . P BOOK' SPECS WHEN CONFLICTS OCCUR. I ;, __. S H �� �F'G \ DFG � DFG DFG DFG � IaFG DFG DFG '� ,� L?FG DFCi DFG DFG DFG 4• GRADE ENTIRE; SITE TO THE S;:ATISFACTIOhJ tea, � \ \ \ \ � \ % \ �\ ` ` N% l P \ OF PALM DESERT'S FIELD REPRESENTATIVE. ro >Im 13 CURBFA('E - GHA \ \ � LOWER LARGE. MOUNDCS), FILL LOW AREAS, LOWER I J-L]NK- At2K.� NC, S-LM CURBFACE CHAIN-•'LINK — 5-LP1G T-AS o HIGH SPOTS, ETC. FIELD VERIFY PRIOR TO ?$IDsDING. � IL F'ENCIE 15 FENCE 15 14 PARK,INf� DFG � LL /�I, _ l J 5. RAISE: GRADE OVER REMAINING TRITE ROOT, WHERE O LANT" ft-*\ ,II� EN '"' E LANTANA AVEt4 U SUCH WORK WILL NOT' COVER CROWN OF 'TREE. \n✓ORK (j lam' T'O BE CCIMPLETED TO THE: SATISFACTION ❑F THE CITY L,A CIF PALM DESERT FIEL.D REPRESENTATIVE. M AO_T�,; : Nlp. Le;;, i,lic�� A 11��--K- vF " St c,1*41W - T A,51*�Wrt6o OT Mv I ­_� ,.+ Co N'��-LT�- '-o �. 01—IF TFS b'' eu�1 TC3 P C)'� YY�f )4Cm�-f�. Gbm�-T _16 90-/. , L.J 'A PEP .1=____=�: = ����, LANDSCAPE CONTRACTOR SHALL ' ERIF`�' ALL CONI;i1110N,S AND PL AN (DIMENSION'',?; AT `THE JOB SITE AND NOTIFY THE LAND—- SID AR�';HITECIT OR HIS REPRESENTATIVE OF ANY 1vFA ,DIMENSIONAL ERRORS, OMISSION;:, OR DISCREPANCIES BEFORE BE�ONNING Oa`� FABRICATING ANY WORK. REFER TO CIVIL DRAWINGS FOR WRIZONTAL AND VERTICAL 0 1 O' 20' 4D' CITY OF PALM DESERT" � Dace: 5I 14�o0 DATA ;� —. NO WORK SHALL BE DONE ON THIS �_� SITE UNTIL BELOIN AGENCY IS NOTIFIED �10: AS SHOWN IQUANTIT1E;a LISTED A111 FOR THE CONVENIENCE OF THE PREPARED UNDER DIRECT SUPERVISION OF OF INTENTION T,Op GRADE OR EXCAVATE. I , D SCALE: t" _ !0'-0" Under round Serulce Alert �� LO €q Drawn: RCL _ CONTRACTOR ONLY AIVD ARE NOT INTENDED FOR AC-' h � CURATE BIDDING USE, � e � Job: 0 Qfl-05 _ _ CQ�i. TOIL FREE SHEET SIGNATURE a � w 227-2600 �" Lm2 I . TWO WORKING DMS BEFCRE YOU DIG OF CA�� �.-)_A ,SvA L—2 0,\SO ff%M :1lwl:1�11 r1�11�l 1l 11 11l H�n�®tn11t 1 11� 1l �l_Ilt 111 l ��l� I�o��l u�■ I�tr I� tl lay l�l��a�t� 2 OF 7 SHEETS 0��-'pqL�, ssiRlfr ill;+ GrAERAL CONDITIONS 5) Special care shall be taken to insure that plants in containers are m adequately watered, Water for soil preparation, planting and (A 1. Glen" irrigation will be furnished by Owner. D. Tree and SMttb Planting 3) Construction Methods / C A. The terms and definitions stated in these General Conditions shall 6) Provide certificates of inspection for all materials as required by 1) Excavate pits with vertical sides for oil plants, shrubs and trees. Preparation of Areas apply oil Sections of the specifications as set forth full therein. low or regulation, Package standard materials with manufacturer's o. The areas to be planted shall be watered with a fine r0 each dayN Y o. These pile shall be thoroughly dusted with gypsum on aides and certified analysis. Provide analysis by recognized laboratory made for three (3) days prior to planting to properly moisten the soli. m in accordance with methods extablished b the Associate of official bottoms and approved by Landscape Architect prior t0 planting B. The indications on the drawings or the requirements of specifications Y trees. and listings shall be as binding as thought shown and/or required by Chemists for all other materials, b, At the time of planting• the turf areas are to be raked lightly to an / both. 2) Compact soil at bottom of pit and tamp Firmly, fill soil around ball even surface, removing any deleterious materials. of plant and water it thoroughly, using bockfill of soil as specified, 4) Application of Materials C. All ports of the work specified herein and/or indicated on the plans 7) Plant material that will be token from native or field grown conditions Bookfill shall be settled by tamping and refilling to form a shallow may be completed by separate Sub-Controctors and it shall be the shall be of a size equal to that Indicated on the plant list. The basin as wide as the ball, around each plant for watering. This is Seed shalt be brow t, mixed, and guaranteed by the contractor and to be responsibility of each Sub-Contractor to determine the effect of their material shall be dug, transported in a manner that does not injure to be prior to ground cover installation, 0s follows: work upon the work of others. The Landscape Contractor, however, Is the material or in any way inhibit its likelihood of survival. There 11 to coordinate the various trades under his jurisdiction. shall be no more material transported or stored on site than con be 3) All plants shall be set so that, when settled, the boor the some re- 0, Hydro-seeded 10 lbs. per Y 98:G purity 85% minimum planted within two 2 days. In all cases, botanical names take lotion to the required rode as the bore to the natural rode be- Perennial Rye 1000 sq.lt. -- 4 - CINCH TIES ATTACH P m q 9 Y g Germination D. The Landscape Contractor shall perform ell work in accordance with ell precedence over Gammon names. fee bet October to Morph P being planted. WITH GALVANIZED NAILS(4} Z applicable building requirements and ordinances even though such requirements Hydro-stolenized Bermuda #328 (unless otherwise noted on pion) UJ (J ore not specifically mentioned herein, 8) Landscape Contractor shall provide/use proper machinery for tree 4) No material shall be planted if the ball Is broken or crocked either 350 Bussels per acre. W placement and planting. A crone must be used for: 1) any tree 36" before or during the process of planting. April to September 2 - PRESSURE TREATED LOOCEPOLES 2 t/2"donNtar.larger-. 2) palms six feet (6'} or larger (brown trunk height) W box or larg 10 FEET TALL MINIMUM. O unless otherwise approved by Owner. 5) Immediately after planting• stake all trees to prevent damage from CROSS TIE - t" x 3". Anchor to bdppples O P Z wind (as per detail - this sheet). I x with 4 TINuenile Halls. Anch r to Im Birk burlap 2 Dellnitlalus b. Wood fiber mulch at 1800 lbs, per acre, 3 cloth between cross-tie Place tree *% * bur vein s 6) Prepare raised earth basin as wide as boll of each plant for '' M A. SUB-CONTRACTOR shall mean the Sub-Contractor or his Sub-Controctor or C. Fertilize and Sol Conditiaflelll watering prior to ground cover and lawn installation, e. Verdyol-super ecology controls M-binder or equal at the rote of ib gain. staples(min. 9/td' - t4mm) W Q N his Supplier performing work for the Landscape Contractor. 80 per acre ( 4:1 slopes or steeper), P O C n i) Commercial fertilizer, Shall be 'Best-Pak' 20-10-5 (1 year package) 7) Grade areas around plants to finish grade and dispose of excess �t B. WORK shall mean all labor, material• equipment, services, permits and organic base controlled-releosed fertilizer and soil conditioner. soil. d. Water with mixture of 3,000 gallons per acre. oT ; V Z ti R00T CROWN AT TOP OF '/� 2 O ti licenses, necessary to furnish and/or install in place, all materials, 3 INCH BERM MULCH 0-101 INCHES JNU (w RED) U) _ - p equipment anal/or appliances specified in any on section anal/or shown on 8) Watering - Immediately after planting, water shall be applied to each e. Simplot fertilizer 6-20-20 / 430 [be. per acre, t0 tree and shrub, to such p manner nt not to disturb thoroughly and to the — FINISHED GRADE V (� the pions and/or specifications. 2) Proper Feeding Formula extend that all materials in the planting hole are thoroughly saturated. A � � N = � C. FURNISH shall mean to purchase and deliver as directed by the Client. a. Trees (by trunk diameter). 5) Equortent All materials, equipment, or appliances specified in any one section and 9) Presoak pits prior to planting rootboll, (ill to top of pit. After — W =each inch of Caliper width use 9 poke TAMP BACKFILL NIX FIRMLY. N /or shown on the plans and/or specifications. backfillinq 1/2 of pit• fill with water to top of rootboll. Continue back- a. Hydraulic equipment used for the application of slurry shall hove a COMPACT TO AVOID SETTLING BACKFILL (NATIVE) � W F- � N b. Shrubs, Vines and Roses filling to within V of the surrounding finish grade. Ensure rootboll is built-in agitation system with an operating capacity sufficient to agitate, ���IA = Q U) aA D. INSTALL shall mean labor, materials, equipment, services, necessary set 2" above finish grade. suspend and homogeneously mix above slurry. Distribution lines shall be tom--- ROOT BAIL - TO REST ON BOTTOM OF PIT N to set in place, connect, hook-up and/or appliances furnished by the Place Best-Poke in plant pit at the time of planting. large enough to prevent stoppage and to provide even distribution of -1111 I '_ =I I— ii Z (J Z Q Sub-Controctor and/or others. the slurry over the ground. In order to fookiote proper Coverage. the — EXISTING SUBGRADE < W O G V 12 INCH MINT-- 1 k for n `` f�♦♦po 0 one gallon Containers and liners. pump must be Capable of exerting up to 150 psi at the nozzle. The slurry INTO UNDISTURBED SOIL IIII = / (a V O D' � � Planting tanks shall have a minimum capacity of 1500 gallons and shall be mounted _ q E. CONTRACT shell consist oil the written agreement between the Contractor 3 poke for live gallon containers. on a traveling unit which will place the slurry tank and spray nozzles within PIT SHALL BE 3 TIMES T!E Q N W O and Client, Plans, General Conditions• and entire Specification Section 9 poks for 15 gallon containers. 1) Ground covers shall be planted sufficiently deep to cover all roots and r ' sufficient proximity to the areas to be seeded so as to provide uniform BURY FOUR 'Best-Pok' PER CALIPER INCH DIAMETER IS SOR OF E ROOT TO LL V Q Q aI o For the work being performed and what is indicated In one part shall be spaced as specified in ground cover list on Landscape Plop, distribution without waste. OF TREE TRUNK DIAMETER AT FEEDING Z N = E as binding as if indicated in all parts. W 2) Ground cover plants shall have been grown In flats and shall remain In ZONE /DRIP LINE B to B INCHES DEEP. �RODT OONT AL WA 1RIK1 E Z F. CONSTRUCTION SITE shall mean the site as indicated by plans and 3) Apply vitamin B-1 root stimulator at the rote of 1 tablespoon per one those Hots until time for transplanting. At time of transplanting the flat b. The Mixture of machine, ar seed and additives are to be applied by USE ( t )ONE YEAR PACKET, eil3TN 114V W ANY ON PM � Q d 4 specifications. alien of water, apart Hydro-Mulching machine. The nOiilB height shell be between six (6) IN=^= aF ANY p tlCND O 4 0 V 9 soil shall contain sufficient moisture so that the soil does not foil feet and ten (�10) feet above ground level. Discharge pressure at the APPLY 8-1 ROOT STIMULATOR AT THE Page, VA.LAW.ptyp,�E1� �+ �� A•M when lifting plants from flat. Each plant shall be planted with its propor- nozzle shall be 100 psi, RATE OF 1 TABLESPOON PER ONE W q 501 I'1TF1 f��GG tionote amount of the flat soil in a manner that will ensure a minimum of GALL�1 OF WATER, & Add On's (Extra6) �T #A J D%rec� 0 Z J QQ���� ���' �t�c-� disturbance to the root system, c. Spraying shall be done In a sweeping motion allowing the slurry to fail 0 g } = co A purchase order is be issued to the Landscape Contractor prior to the execution 'Q✓��� 5�'��t{ s� , t evenly and eventually building up a fairly consistent matting. a of work other than specified in the Contract. The Contract cannot be t 3) Ground cover plants shall not be allowed to dry out bolero or while t 0 a amended or added to except by on Amendment or Purchase Order signed D. Pkmting botructfons for Palms being planted, Wilted plants will not be accepted. a &_LE2������� 'Lby the Client. Any work performed without such on executed writing shall 4) At the time of planting ground cover plants the earth around each plant N, Pate and Mahe le Plant ContaknereO W be presumed to hove been included in the Contract without additional charge. CARE Of TRANSPLANTED PALMS IS AS FOLLOWS: shall be firmed sufficiently to force out all air pockets. 1) Where holes ore provided, fill bottom Of pot ar planter with o two X 0 ♦1 2 1) Upon arrival the palms should be planted immediately or stored for no more (2) inch layer of drainage grovel and cover with fiberglass mat. VECIAL CONDITIONS than 3 to 4 days in o shaded area where the total tree must be misted frequently. E, Planting Note U Q N If they ate stored for more than a day, cover the rootballs with a burlap tarp 2) Soil for bockflll Containers shall be Black Magic potting mix, or equal U v and keep the torp moist, 1 Before an plants ore planted, oil planted areas ore to hove been graded as specified under Planting Specifications ey U) 1. Kermit and Surveys } Y P P P g ii in an acceptable manner to assure positive drainage. 3) fill pots of on elevation of 2" below top of the pots rim, o The Landscape Contractor shall eutablish and verify through Survey all lot lines, 2) Unloading- Palms should be mindfully lifted off the setting the choker to the outside O Z Right of Ways, Property Lines and various restrictions. The Landscape Contractor so to turn the palm to the inside as it is lifted, Nylon Chokers only. Crone operator 2) Planting areas shall be cultivated so that there are no humps or hollows. shall furnish oil surveys. Permits and licenses required for the execution and choker-setter should keep a "sharp" lookout that the heads ore not caught. pulled 4) observe details dealing with the proper drainage to these containers. NOTE: of the work shall be procured and paid for by the Landscape Contractor, The on, bonged into or shaken; which can damage the bud. 3) Boxed trees will be selected/approved by either the Owner or the Landscape Contractor shall give all notices, call for inspections and comply with Landscape Architect, UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT oil lows and ordinances bearing on the work. 4) All 5 gallon trees or larger will be staked per detail - this sheet. L Watering EDGE OF ROOT BALL. DO NOT CRACK ROOTBALL. 3) Planting Pits- Planting pits should be dug 5' x 5' wide and 7' deep. Pits should be 3, Contraetpr'e ReepansbAltks bockfilled with sand up to the level that the rootboll will be set at, approximately 1) Lawns (Hydro-seeded) 5' to 6' depending on the depth of the rootboll. Palms should not be planted more 5) Landscape Contractor shell be reore recur for stockpiling (by nursery) eP 9 °p P of tree boxes and Insuring they are returned to the suppliers in good The Landscape Contractor shall give efficient supervision to the work, usinghis than 1 ft. below the oringinol grade. This example is for Phoenix Doctolfros condition. Landscapey pick-up,Contractor shall notify nurseries for ick-u , Watering to commence immediately after completion of job and to continue best skill and attention, When bsent from the job, he shall appoint o approximately 4' x 4' x 5' balls, other varieties would be characteristically smaller at a rate necessary to keep mulch moist without drying out or puddling, PROVIDE 3 INCH BERM supervisor capable of discussing minor matters with the contractor on the or larger depending on variety. 6) Contractor shall be responsible for maintaining oil plant material until Normally Irrigation once AM HOUR for a short duration and continuing this final inspection and approval by Landscape Architect, procedure each and every day light hour, sewn (7) days a week will be 1 or 5 GALLON SHRUB (typ.) site. He/she shall carefully study and compare all drawings, specifications and other instructions for the work, Any work indicated in c manner which 4) Use p washed Concrete send for boCkfill, which h09 variable sized groins. sulfieent. this Continual moist condition to prevail each and every day un- BURY 'Best-Pak' 6" TO 8" DEEP. 7) Landscape Contractor shall submit with bid the unit prices for trees, tit seeds have germinated. After the rooting stage is completed. irrigation USE ( 1 ) ONE YEAR PACKET. would make it difficult to produce first close work, or any discrepancies This type of send appears to be the best to meet the following Criteria; shrubs, vines and espaliers. Ground cover per square foot of spacing should ould still l continue on the basis of al least once or twice a day until turf FOUR 1 ) FOR 1 A 5 GALLON SIZE. MULCH - MIFEN RED. or conflicts which appear between drawings and specifications and local indicated on plop along with (rout square footoges. well established. 2 INCHES THICK ordinances or restrictions shall be referred to the Contractor for a) Support to hold the tree straight, good water retention, goad drainage forEIGHT PAKS FOR 15 GALLON SIZE. FINISHED GRADE HICK interpretation or correction before proceeding with work. Any alleged for excess water, law in spits. As good as this sand apperars to be, if it is 8) All plant material shall be spotted by Contractor and approved on 2) Container Material (Plants) extra shall be presumed to be port of the Contract with additional not " watered-ln" correctly, it does not serve its purpose. The sand must site by the Landscape Architect prior to the digging of pits or In- charge unless Certified by the Landscape Contractor and the Client, be washed into the voids around the roots to achieve o good Inter-face stollation of irrigation. Contractor to notify owner 24 hours in advance a. immediately after planting, apply water to each tree, shrub and vine by I r If voids remain they Create o barrier, slowing root regrowth and there- prior to review. meals of a hose. Apply water in a moderate stream in the planting hale _ _ � 3, Hlddm OboWde fore the estobtishment 0( the palm. Poor watering practices and/ or poor g) Contractor shell verify location of all underground utililes and services until the material about the roots is Completely saturated from the bottom LL NATIVEFM water management encourages anaerobic which is responsible for block-stinky of the hole to the to of the round. BACKFI (NATIVE) Iw Prior to cutting into the soil, the Landscape Contractor shall locate oil Cables, soured rootbolls or the reverse, dry trees. the #1 cause of decline in trons- prior to any digging. Contractor assumes lull responsibility for all dam- P g IIII_ —III' tier conduits, sewers, septic tanks and such Other utilities as ore commonly planted palms is water management, p2 is hondlnng, oges caused by failure to do so. I— ROOT BALL encountered underground and he shall take proper precaution as not to b. Apply water In sufficient quontities, and as often as seasonal conditions =II11 t damage or disturb such improvements. If a conflict exists between such 5 Water Initial - Palms shall be laced in the t and watered in as the are back- 10) Plant list is for information only. Contractor shall base his bid and shall quire to kee the round wet at oil times well below the roots tem of _ _ ��_=9 P ) (initial) P Pi re P 9 Ya =I II- EXISTING SUBGRADE obstacles and the proposed work, he shall Y install all plant materials as shown on plan, gross and 1 damage ' g IIII promptly notify the Contractor filled. Watering shell be done with a pipe sticker, 6' in length topped with a 90' elbow g planting, Do not cause erosion damp in watering slopes. TAMP BACKFILL MIX FIRMLY, who will orronge for relocation. Landscape Contractor will proceed in the some and placed on the end of otleost a 3/4 inch hose with adequate volume. One loborer. 11 SB orate elf shrub COMPACT TO AVOID SETTLING V manner if rock layers or on other condition encountered underground makes ) P /ground cover areas from lawn areas with either 2" x 4" c, Contractor shall water oil new & existing plant material by means of a hose, or PIT SHALL BE 3 TIMES THE Ye Y 9 shall wotk the sticker up and down, washing the sand down around the rootboll as the redwooder heederboord or redwood benderboord (3 each - laminated) by manually turning on the valves, or by setting the timer until acceptance by the DIAMETER OF THE ROOT BALL. M changes advisable. backfilling is accomplished, The bockfill sand should be thoroughly saturated before Use two (2 galy, nails, 6" o.c. to laminated benderboord. Stake both Owner orb the end of maintenance period. Controctor shall water in sufficient pin on to the next " " Y P APPLY B L ROOT STIMULATOR AT THE RATE UJ �� going g palm. it is of utmost importance that this is done as the palm with t x 2 x 12' redwood stokes spaced 48 on center maximum. Unless quantities, and oar often as seasonal Conditions require to keep the ground wet OF 1 TABLESPOON PER ONE GALLON OF WATER. PRESOAK PIT PRIOR TO PLANTING. 0 is being planted, not later in the day or the next day. otherwise noted on plan, at all times, well below the root system of grass and or planting at no extra cost to the Owner. Do not COuse erosion damage in watering slopes. 4. Retgpansldlllky tar Workmanship g 9 �� 6) Water (supplemental) - Palms prefer lots of water in well drained soil. In most 12) Plant shrubs a minimum of 30" from all landscape light fixtures. 40 Neither completion of the job nor final payment shall relieve the Landscape planting locations this requires supplemental watering, in the way of a sepperate 13) Whenever possible plant shrub centers o minimum of 36" from sidewalks, �i Contractor of responsibility for quoronteed stated in the Controct, or of emmitter/ bubbler system or by hand watering. At the onset (from planting to opp- J ProteOttoln of prpJea$ LU U 1 Curbs, walls, and buildings, etc. unless otherwise noted. If shrubs ore shown responsibility for faulty materiels or poor workmanship. The Landscape roximately 30 days after irrigation system cokes over) the landscape contractor closer than 36" Contractor shall bring It to the attention of the Landscape 1) The Landscape Contractor shall carefully and continuously protect and Contractor shall promptly remedy any defects which occur during the must check for water penetration as well as drainage throughout the root zone •� -ry O Guarantee period. Notice of observed defects will be forwarded to the at least once a week and monthly thereafter for duration of warranty. These Architect / Owner prior to planting / irrigation for possible relocation, maintain all areas included in the contract, including lawn areas, plant SECTION IQN s SHRUB PLANTING INGClient by the Landscape Contractor in duplicate. The Client will return findings must be entered in a to with the dotes and initials of person responsible. materials, etc.• until final acceptance of the work by Owner. one 1 co t0 the Landscape Contractor, noting thereon what action was token, g q P P 14) Install 'Deep Root' root Control products per manufacturer 3 recommendot- ( ) PY P 9 The simplist way to facilitate the water monitoring is to install a 1" or larger ion for all trees located closer than 10'-O" to hardscope surfaces such LU N All questions arising under this article shall be decided by the Client. 2) The minor, xper foremen la the job shell be c Competent Aar perforted schedule 40 pipe, the entire length wrapped with filter colth and Capped as: curbs, sidewalks, buildings, walls, fences, concrete mowstripes, etc. supervisor, experienced In landscape maintenance and •�� 5, T'zwTnlnatbn of Conbvctw on the bottom end, this pipe Is to be placed adjacent to the palm before back- Al no additional cost to owner, capable of discussing matters on the job site,filling and must extend i ft. + or - 5% below the bottom of the rootboll. A loose Contractor reserves the right to terminate the Contract if in his fitting cop shall be kept on the upper end of the pipe and a measuring tope con 15) All vines and espoliers to be removed from stoke or trellis and fastened 3) Workmen shall present a neat appearance at all times and shall conduct in 0 reasonable opinion the Landscape Contractor is not performingthe Contract as be lowered into the pipe to check the water-level. Monitoring should be done the to walls with approved fasteners. prior to applying supplemental water. After initial waterin in os described in #3 all work operations anal dealings with the public in o Courteous manner. required. Client will renumerate Landscape Contractor for work to date of g Workmen shall be fully clothed at all times. termination. Further, Client may reduce the amount of work required above, water the palmy with a good sooking (100-150 gollons/palms) every 5 days. 16) Provide all shrubs which need support with 1/2" square redwood stoke. Vunder the Contract, but not by less than 10% of the amount originally Watering amounts and schedule are estimates and are subject to change by Roy Once installed, trim top of stoke 5" below top of shrub. Use green plastic _ contracted for with a corresponding percentage reduction in the Contract Lopez Associates (RLA) representative after reviewing the log and oberving in the ties 6" on center. ( w price. field. K, INSPECTIONS - Z two) PrNknk7ary Mal 17) Whenever passible, use plant materials acclimated to the Coachella Valley. Preliminary inspection shall be called by the Landscape Contractor at the end of the planting 2 Z G. Inwronea 7) Recommended amendments to the backfill: "Stem" - High in micronutrients, is monufac- operations and the final inspection at the end of the 90 day maintenance period for the purpose it tured by Paters; and "Basic H" developed by the Shaklee Corp. These two are of determining compliance with the plans and specifications intent, workmanship and clean-up 1 S The Landscape Contractor shall carry all Worker's compensation, public liability, and available from Wm. 0. Young & Sons; or from Western Form Service,• and Shaklee Landscape Contractor shall accrue written verification of Inspection dates. Any corrections J W (aproperty damage insurance as required by all applicable codes, regulations, Corp., Hayward, Co. respectively. Apply at a rote of loz. of "basic H" and 2 table- required to Inspected area must be completed before acceptance of corrective work by Owner once the General Contractor. These policies shall be maintained during the spoons of "Stem in a 5 gallon bucket of water, stir it up and dump it in when the F. Sodded Lawn and or Landscape Architect Con occur. 2 Q life of the Contract and should be produced to the General Contractor/Client bookfilling is almost done. Then thoroughy water in. upon request. L OUARANIEES 8)" After 4-8 weeks apDlx 41bs. a tree, and of 6 month intervals apply 5-6 lbs. a tree 1) Rocks and debris larger than one inch in diameter which are brought to NOTES Woad-Ace Palm Special fertilizer should be applied O 7, Interpretatlan of Drawings and DoaMrrnente the surface by cultivation shall be removed from site. 1. The Landscape Contractor shall guarantee all plant materiel (except for box � in a V bond around the base of each palm, This is available form W. D, Young or trees) for a period of 90 days after final inspection and acceptance by the The Londscope Contractor is responsible for strict odherence to the Western Form Service. 2) Soil shall be left 2" below finish grade as the sod will bring the level Landscape Architect & or Owner, Box trees shall be guaranteed for (1) one year. M contract documents. All plants, products, and materials shall be provided to the proper height. //� ii as Indicated on the documents, Any changes or substitutions must be 9) As a rule of thumb, strings should be left tied for approximately 45 days. In windy 2. The Landscape Contractor shall within ten (10) days of written notification by PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL opproved by the Landscape Architect / Owner In writing, Landscape weather they should be left and in hot dry weather they Con somtimes be untied 3) Areas to be planted in lawn shall be finished smooth to present a neat Landscape Architect, remove and replace all guaranteed plant material ,� Contractor shall take full responsibility for adjustments to any sooner. the primary Indicator Is when the palms start pushing new growth, it should and uniform grade prior to installation of sod. which for any reason foils to most the requirements of the guarantee. Re- COMMISSIONERS OFFICE. LANDSCAPE CONTRACTOR WILL NEED TO VERIFY WITH THE AGRICULTURAL . material or work that is not approved. be ready. On rKlensis only untie the tight strings ( usually 2) leaving the loose placement shall be made with plant materials originally specified and shall COMMISSIONERS OFFICE, FOR STATUS OF AGRICULTURAL COMMISSIONERS APPROVAL. PLANT string far approximately 1 month longer. 4) After preparation of soil, the area must be pre-irrigated to wet it to meet original guarantees MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND CIVIL ACTION TAKEN. U > .� B. Adderldtxn o depth of four (4) inches, It shall be damp but not muddy and without ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL L 10) After 14 days then monthly. spray the bonds (loiter drench) with the following mix- depressions 3, Unless otherwise specified herein, the Contractor, upon completion of the COMMISSIONER'S OFFICE ALL PLANT MATERIAL SHALL BE FREE OF ALL TYPES OF PESTS AND DISEASES. LU Any and ell Addendums issued by the Client during time of bidding shell lure. No compound should exceed Its recommended rote. The following rotes are entire work described In the Contract, shall provide the Client with o form a port of the drawings, specifications and Contract Documents, and for a 100 gallon tank mix, 5) Initial placement of sod shall be done at the latest twelve (12) hours shall be included by the Landscape Contractor in his proposal. after it is delivered, It shall not be left in the hot sun nor left in rolls written guarantee for a period of one (1) year from th 9 ip and/or i once or staked overnight, and that during said one year period• oil defective workmon g, jar l Qualarite a) Kocide* 101 w,p. (3/4 lb,) or Monzate*O - tqt./100 gallons. materials shall be repaired and/or replaced in place, including any work b) W. R. Graces Minor r. (1/2 cup). 6) Prior to placing of sod, broadcast the fertilizer suppplied by the or other which has been damaged by such defective workmanship and/or W e` 0 in 0) Unless otherwise stipulated in writing by the Owner, Proposol{s) when submitted c) Hydrated ureo (5 cups or 2 1/2 lbs.) grower at a rate recommended by him• materials• and by the repair and/or replacement of some, at no additional must be accompanied by a proposal guarantee consisting of a certified check d) Spreader Sticker - 8 oz. "Basic H", cost to the Client. of bid bond payable to the Owner in the amount of ten percent (10) of the e) 1 lb. Benlote/100 gallons of water. 7) Sod shall be unrolled and placed carefully In a staggered pattern. W cc total amount bid. Any proposal not accompanied by such a guarantee will not A piece of 2 x 4 shall be used to tamp each roll against the adjacent be considered. _If a bidder to whom o contract is awarded foils or refuses to f) Option: Add a general insecticide to prevent insect larva infestation. strips. M. ALTERNATIVE BID MAINTENANCE execute the contract documents or furnish the required insurance policies and ALL RATES ARE RECOMMEfD ONLYI DO NOT EXCEET) LABEL DIRECTIONS, >= bonds as set forth in those documents, the proposal guarantee shall be forfeited l�.fA6EtL 8) Sod shall be trimmed to conform to lawn shapes designated in planting 1. Contractor shall submit an alternative bid for 90 day maintenance period. 00 to the Owner. The proposal BE SURE TO FOLLOW ALL INS7MVIOlS. 4) p guarantees of all bidders will be held until the plan, successful bidder has properly executed all contract documents. 11) Without prior written approval from RLA , never I herbocid within 6' of the 2. Plant maintenance work shall consist of applying water (except initial watering L.trunks, and do not apply herbocides within * nerol area when win is gusting more 9) After sod is laid it shall be irrigated throughly to provide good of plants), weeding, caring for, edging and mowing lawns and performing the than 5 mph. Weeds are best controlled with pre-emergent herbicide or hand moisture penetration, following find plant establishment work. U. PI,ANTINO SPECIRCATIONS wooded. NOTE: • also called Copper T. S. alternate 1 t Bravo 500 100 gallons H 10) All sod areas shall be rolled no later than five (5) days alter A. The entire project to be maintained for a period of 90 calendar days CD 1. Saafre of Wank - soil preparation and planting per plan. PP ( q ' / g �) stollotion, Sod shall conform with finish grade, existing sidewalk and commencing from the time all items of work have been completed to the CONTRACTOR SHALL VERIFY ALL CONDITIONS AND TM 2. Mat(grlale ** also called Dithpne Flowablo (alternate 1 cit. Bravo 500/100 gallons H 0) contours. A second rolling will be necessary if the first does not satisfaction of Landscape Architect / Owner, r meet with these specifications. DIMENSIONS AT THE JOB SITE AND NOTIFY THE LAND- 0 �/) S. During the final 90 calendar day period, all plants and planted areas SCAPE ARCHITECT OR HIS REPRESENTATIVE OF ANY M A. General - oil material shall be best available, & Oenwal Wank Proo durr0 11) All sod shall be handled and laid in a high standard workmanship shall be kept well watered and weed free at all times. manner. All ends, joints and cuts to be fit and tightly joined so that DIMENSIONAL ERRORS, OMISSIONS, OR DISCREPANCIES 1) Do not begin soil preparation and planting until all work such as Walk procedure 11ilafl tallow bet customary procttai. there ore no voids o d the final appearance is one of continuous C. Apply 'Gro-Power' at 25 lbs per 1.000 square feet approximately 45 BEFORE BEGINNING OR FABRICATING ANY WORK. REFER header ire location,on works, coning, concrete work, electrical except A. Was ds lawn. days after planting and on the 90th day. TO CIVIL DRAWINGS FOR HORIZONTAL AND VERTICAL for fixture location and fencing, except where access is necessary, drainage work, gas line installation, irrigation work, and any other Apply contact herbicides in accordance with manufacturer's recommend- D. Landscape Contractor shall be responsible for disease and pest con- DATA, work required under plans and specifications around planting areas ations. Prior to application moisten areas for fourteen days to encourage trot during the maintenance period, is completed and approved, weed germination and growth, Apply before weeds attain a height of 6", QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE 2) Specimen trees twenty (20) inches, and forger box sizes are exempt Remove taller weeds manually before and during preliminary grading and E. Landscape Contractor shall raise or lower irrigation heads to proper CONTRACTOR ONLY AND ARE NOT INTENDED FOR AC- finish grading. All weeds shall be dug out by the roots and removed O` Nydro�snteded Latin level and shall adjust heads as needed for full coverage,from this rule where access might be restricted by contruction from the site. 1) Mulch CURATE BIDDING USE, phases of landscaping or building. All plants and planting shall be F. Gross is to be mowed before it exceeds 2" in height. Collect grass continually maintained by the Landscape Contractor. Apply pre-emergent herbicides in accordance with manufacturer's To be manufactured in such a matter that after addition of seed clippings during mowing st Y P 9 nPR 9s 9 9 operations and remove from the site, instructions. fertilizer, water and additives In p special 1500 gallon slurry tank, the B, Plants - provide container grown plant material grown in a recognized fibers and materials will become uniformly mixed to form a homogenous G. All plant material that shows any sign of failure to grow at any time during nursery in accordance with goad horticultural practice. Provide healthy, No herbicide shall be applied after placement of any hydroseed, slurry, and using the green color to facilitate proper distribution, the life of the contract. Including the maintenance period, or those plants undamaged, vigorous stook grown under climactic conditions similar to the slurry shall be hydraulically sprayed onto the ground forming a blot- so injured or damaged as to render them unsuitable for the purpose Intended, conditions at project site and free of disease, insect, eggs, larvae and B, Omelet ter-like ground cover which after application will allow the absorption shall be replaced in kind within ten (10) days of written notification, at defects such as sun-scald, knots, injuries, abrasions or disfigurement, and retention of moisture. Suppliers shall be prepared to certify that the expense of the Contractor. Provide plant materials of the sizes Indicated. Plant material of sizes Inspect the integrity of any and all waterproofing membranes and drainage laboratory and field testing of their product has been occomplished larger than those indicated may be used provided roots and root boll ore systems and report deficiencies Immediately, Ensure deficiencies are and that it meets all specifications of this material from suppliers and increased proportionately, corrected prior to beginning of work, for all application, shall refer only to air-dry weight of the fiber motor- N. BOtXDERS LANDSCAPE iol. Absolute air-dry weight is based on the normal standards of the Technical Association of the Pulp Industry for cellulose and is considered Size and quantity as shown on the drawings, surface to be free of disfiguring marks. C, DETAILS AND Product DelMry, Starogie and Handling equivalent to 10% moisture. Each package of the cellulose fiber shall be broken areas or stains. 1/3 buried in a natural state, unless otherwise noted on the plan. 1) Plants not conforming to the requirements specified will be considered marked by the manufacturer to show the air-dry weight content. All material will be brought from (1) source for uniform appearance, Install per direction �+ defective. Such plants, whether in place or not, will be marked as 1) Plants stockpiled on site prior to planting shall be maintained properly of Landscape Architect / Owner. SPECIFICATIONS rejected and shall be immediately removed from the premises, These and protected from sun, drying, wind, machinery, or any other damage, 2) Fertilizer will be replaced with new acceptable plants at no extra cost. Plants deemed damaged by Owner shall be reploced with on equal plant at Fertilizer shall be 430 lbs. of Simplot fertilizer 6-20-20 and sholl be mixed 0. IRRIGATION 2) Varieties and sizes of plants shell be as stated In the plant list or no additional cost, in the hydroaeed slurry for each acre hydro-seeded. 1. No averaprpy into street, use Odjtistoble arc nozzles OS needed 4,,t" on the plan, 2) Deliver materials after preparations for planting have been completed, CITY OF PALM DESERT Daft: 00 Plant immediately. If planting is delayed for more than 6 hours after 2, No lawn rotors adjacent to street curb, setback from curb four feet or more. NO WORK SHALL BE DONE ON THIS 3) Under no conditions will there be on substitution of plants or sizes delivery, set plant material in shade, protect from weather and mechanical SITE UNTIL BELOW AGENCY IS NOTIFIED Y P Scats: AS SHOWN for !hose listed an the occomponying peons, except with the express damage and keep roots moist. 3. Lawn spray setback four (4) inches from curb and shrub spray setback six PREPARED UNDER DIRECT SUPERVISION OF OF INTENTION TO GRADE OR EXCAVATE. �ANDSCgp written consent of the Landscape Architect. (B) inches from curb. �}3} Do not remove Container grown stook including ground Cover, from Udder round Senrlce AIGI t �'� 'LO F q Drawn: RCL 4) All plonks shall be true to name and one of each tot shall be tagged containers until planting time, 4. Use as much drip Irrigation as possible on shrubs and trees with name and sizes of the plants in accordance with the standards Deliver bulk materials such as topsoil, mulch, etc. with two delivery , Job' 0 00-05 of practice recommended by the American Association of Nurserymen, tickets, One Use multi-program controller, one program for each major plant group. Call: TOIL FREE .a ticket shall be provided to the Contractor, r � Q teat t. � SHEET 4) Inspection will be made by the Owner. Contractor shall be on the site 6. All town head coverage head-to-head spacing. SIGNATURE 1 —800 {► when inspections ore mode. Request for inspection advance shall be mode ed 7, Landscape Contractor to supply Owner with Irrigation 'as-built's' on moor _ telephone, or in person, at least 48 hours in advance of date desired. 227-2600 �• C}e �P reproduoeobles acceptable to Owner and Landscape Architect. 6 DATE �qlF °m L - 3 . TWO WORKING DAYS BEFORE YOU DIG OF CAo 3 OF 7 SHEETS t-,.`M1t 3 WMWMT N _ i Cf1 ., I C x x x O I 00 a>' ch can ®gym®.�..■e N 01 I _. ® (.0aD _� Cn b� f Ln / oUj p4 D W OD 41 CONNECT DRINKING F-OUNTAINS O > Z M q'. ,( _ s_ ' N s 1 MAINLINE SCH. 40 TO D.F. _ r:�' PVC PIPE SIZING CHART v � z �, . . — �I O /� '� - - _ ..__._._..___________ _ - - - _ �-"--�-'�� 0 — 5 GPM 1 /2 t� t� t W 06 H � - x. I e 6 -- 10 GPM 3/4" 3 W � — 15 GPM 1 11 t z rJ 0 55O � '.� 15 25 GPM 1 1 4 N � � a f 26 40 GPM 1 -- 1 / 2 V Q a x t' VI 1 it C E x N _. I ( Vl 2 — o I d 41 — 60 GPM Z Q C H IL 00 Y , I� ,1 O V I O O - O D m z } o I 0 r Z a� x d » e s5 = Oyj IL ateli OC a- LU r B Z Q rnr _ Z 0 V O Z N { 0 N � FIELD VERIFY 2_ ID, (� xN e ^ (�-� LAWN SPRAY POP-UP RAINBIRD 1804--U-12F Q � g v I LAWN SPRAY POP—UP RAINBIRD 1804--U-12H 0 2' -A-14- 45 I /V x POP-UP LAWN SPRAY POP—UP RAINBIRD 1804--U-12Q C� N O ® 6 Q - LAWN SPRAY POP-UP RAINBIRD 1804-12-VAN � BASKETBALL ROTOR 43 I m LAWN SPRAY POP—UP RAINBIRD 1804--MPR-12TO Uj t0 IRAINBIRD - 1402 Bubbler full circle, `trickle pattern �~.► Q �— ' w ® R o o e W Zo < ROTOR O RAINBIRD - 1402 Bubbler full circle, trickle pattern CY- O In deep watering tube W N x v" 2' -A-12- 36 "' rn _ _ _ 4 BDWSM I TH - ' SL200' Series Drip Emitter on 112' riser. N 2 A 11 ao 2 GPH Q -Q POP-UP V © 0 © — I ❑ HUNTER BUBBLER - PCN - 50 trickle pattern on Z W Ralnblyd 1800 body. Locate In turf only. im W D � Q 42 ROTOR PART Z ROTOR FULL ROTOR FULL �r a POP-UP 2' -A-2- 45 2' -A-7- 32 2' -A-8- 39 Z E 2' -A-6- 40 POP-UP (m HUNTER 1-20 — 36S — fURF ROTOR FULL CIRCLE. O m CONTROLLER � I J a WLL > > HUNTER I 20 — ADS TURF ROTOR PART CIRCLE. •i - J" 0 4 si _ s W ;s Si M1i 2i t' lA t# 11 i i i ,: =, i :;;-. x, :;:.. : ;'1: :. .. ":. .. -. c :. : ``"i — i +`j''. ✓ `S \S Il� !.FZ tirt 1:'� :s FK Y \ , r _ : _ a e - l 5 iS c F ``•E 'W t NOTE i ?' PRESSURE COMPENSATING SCREENS;, u ; t K:i FLEXUATIONS P AS NEEDED, TO CONTROL RADIUS PARKIN,�G USE P 12 EI) 3' MAINLINE 3' MAINLINE ® LL r u R I3 F A C E O D POP-UP z• -A-�- 42}— LANTANA AVENUE --P LANTANA AVENUE 36 ROTOR FULL 1.5' -A-10- 22 TREE/PALM y CD 2' -A-3- 32 ) ROTOR PART 1' -A-9- 1. 30 SHRUB - IRRIGATION PLAN NOTE: IRRIGATION PLAN CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE LAND- SCAPE ARCHITECT OR HIS REPRESENTATIVE OF ANY DIMENSIONAL ERRORS, OMISSIONS:, OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. REFER 0 10' 20' 40' CITY OF PALM DESERT date: a�z��o0 TO CIVIL DRAWINGS FOR HORIZONTAL AND VERTICAL NO WORK SHALL BE DONE ON THIS DATA, SITE UNTIL BELOW AGENCY IS NOTIFIED Scale: AS SHOWN PREPARED UNDER DIRECT SUPERVISI❑N OF OF INTENTION TO GRADE OR EXCAVATE. L O AF prawn: RCL OUANIITIES LISTED ARE FOR THE CONVENIENCE OF THE SCALE: 1" = 20'-0" Under round S�Iervic IeII Alert f2 q � ° �'y CONTRACTOR ONLY AND ARE NNOTINTENDED FOR AC- Job: #I 00-05 w � �„ A n SHEET CURATE BIDDING USE. Call: 10LL FREE SIGNATURE Q 1 -800 a 227-2600 s�ql `�. ��P Lm 4 71 A OF trp�� Two WORKING DAYS BEFORE YOU DIG 4 OF 7 SHEETS ti®I�Eti�Eit��®E>•®�E�1li�E�f�®®®EitirEtl�®�IEi•iilEl®E�E>•—il•—EIE»E�l�llEt�� ��������E���� �—� � E»��E�t•®its®r1®EMI MAIN SUPPLY LATERALS 120 VOLT — SLIP BASE SOCKET OVER END YNRES C 14 0 T E by others WIRING C FINISH GRADE FLUSH-IN-TURF-AND PROVIDE 3 YVIRES: �` �q�' NOTE: FOR WIRE SIZES No. 14, ,- � 1 Lill _ �}�— — — - — NO. 12 and No. 10. — TRIP WIRES APPROXIMATELY 5/9" FROM EWD. HARDSCAPE,•-1 -,ABOVE- F,.G. - BLACK VALVE 2'-D" - -�- �II'I I -- IIII 1-0" 2'_0" TWIST ENDS TOGETHER, IN-GROUNDCOVER-ANC) wHll'E = COMIIAON = II IL _ _ SHRUBS.. - - _ STEP 1 BON; COLOR: Green in Turf / Ton in Planters ORANGE = SPARE ) _ _ ` INSTALL STAINLESS STEEL LOCKING BOLTS -kiie I= =-III _ II __III II SETBACK NOTES: = _ APPLY SEALER To OUTSIDE OF '.FACING PLUG. - -III==IIII (FILL CAVITY WITH'SEALER. -TtT—•T_J„T-_ _ _ FINISHED ALL MAIN SUPPLY LINES TO BE INSTALL RAINBIRU'ACV SERIES' ADJUSTABLE CHECK VALVE. Rotors: 4' to 6' Off curb and � � INSTALLED IN ACCORDANCE WITH LINE SIZE - INSTALL PER EVERY 10 FEET OF GRADE ALL 120 VOLT WIRING IN MODEL PGM-06 - �(=-III IIh) I_ III-�--•L�-TIli-III-ITT- GRADE CONDUIT TO BE INSTALLEDsidewalks �I� I_-III :III=III: MANUFACTURER'S INSTALLATION CHANGE MINIMUM (OR AS NEEDED). PLACE IN 6' ROUNDGEARED ROTOR �� -SCH. 80 P.V.C. NIPPLE' Ih� !SPECIFICATIONS. TAN VALVE BOX V/GRAVEL. MARK LID 'CK-VLV' IN ACCORDANCE WITH LOCAL 7—PUI'CRIMP SLEEVE OVER WIRE ENDS Spray heads 18 off Curbs and W W �� CRIMP SLEEVE AND CUT OFF EXCESS WIRE. sidewalks. rJ LV 2 - , N,-ROUND,-PLASTIC STEP 2 2 - 1/2" STREET ELL - Otherwise 3" for spray in turf and W LU �LO VA,LVE-•BOX,-MARKED-- M,\r'LV. MARLEX O N'-LID 2" HIGH. (PULL BASE SOCKET OVER WIRE END planter beds. to Q ,AS FAR AS POSSIBLE. �� 6 inches for spray In Ian MAIN SUPPLY, LATERAL. WIRING 1/2 SCHED. 80 NIPPLE - O Q N ! -- 6"-PVC-CLASS-•160--PIPE, AND WIRING FLOW ° 8o a° ���e� LENGTH-AS-NECESSARY-I-ORREQUIRED) O � ACCESS-TO-GATE-VALVE - -- _ (LENGTH AS V Z I ---"- --- ®® 2_0 I PUSH SEALING PLUG INTO BASE.SOCKET. 1/2 STREET ELL.LL — O ki �"AW -LATERAL STEP 3-SCH.. 80 FEMAL • A APT S.T, - - _ `W -- PVC TEE C�FLOW E, t ER _III II I--,- to BOCkfIO'x Prey@nt8r ® -MAIN LINE PUSH WIRES TO END OF BASE SOCKET TO W W LU ~ ASSURE COMPLETE SEALING OF CONNECTION. Q co Ll--CU.FT.-3 4 -DIA.-GRAVELSCH. 80 FEMALE ADAPTERWIRING OR rvBlWc TIE A LOOSIE 20 INCH LOOP IN ALL S.T, with FILTER CLOTH TAPE & BUNDLE AT WRING AT CHANGES OF DIRECTION PVC LATERAL LINE- Z f� Z d 10 FT. INTERVALS, GREATER THAN 30 INCHES, UNTIE W O O V ALL LOOPS AFTER ALL CONNECTIONS SCH. 40 MAINLINE! -SCH. BO P.V.C. NIPPLE: HAVE BEEN'MADE. RAIN@IR.D PEN-11TE HARE CONNECTOR. > tip V f STEP 4 POP—UP BUBBLER V Q a a -- -- Iv1ASTER 'VALVE: �I E �—{� TYPICAL TRENCHING DETAIL aro [� TYPICAL WIRE CONNECTION DETAIL A TURF ROTOR / POP—UP SPRINKLER NO SCALE H p v O Z J LU LE-IT ENCLOSURE (c,ompatobfe) - EMITTER / BUBBLER- J _ ca Install per manufacturer's NOTE: _Z me specifications. FLUSH-IN-TURF-AND = O W Install LESA ACTUATOR,. to, HARDSCAPE,-1"-ABOVE-"F,G." a all valves per rnanulfacturer s IN-GROUNDCOVER-AND LE.IT CONTROLLER o sp,ecifi�cotions. SHRUBS. T Q Z U a Install per manufocturer's BOX COLOR: Green in Turf / Ton in Planters Replace conventional Solenoids INSTALL, STAINLESS STEEL LOCKING BOLTS .3" MIN O w to specifications. on oil volves with compactible C— � FINISH GRADE O Z actuator. �I-�T! �I - jt -I 117�rr—GRADE:FINISHED C' MOUNTING COLUMN - IlI. 2 1/4" diameter I�j — CARSON,-ROUND,-PLASTIC i BAIL-VALVE VALVE-BOX,-MARKED-"G.V. SIZED-EQUAL. ON-LED. 2 HIGH. - 12 INCH SCHEDULE 80 PVC RISER — F7INISIH GRADE TO--THE-SIZE: MAINTAIN 3 INCHES ABOVE TEMPORARY FORM-,, THE-IMMEDIATE strlrru�l� �, DOI�NN-STREAM ° owo 6"-PVC-CLASS--1 60-PIPE _2 - 1/2 INCH MARLEX FINISH GRADE ® e • PIPE.- _�, $o°o LENGTH-PIS-NECESSARY-POR ----�� • ° • ° o ACCESS-70-GATE-VALVE 'STREET ELLS BACKFILI_ SOIL • • • • ~�� MOUNTING BASE -�` o " �I � � PhESSIJRE-MAINLINE r COMMON: WIRE—� e a I „ PVC; LATERAL LINE r � ��/ a , _. n - - 1-CU,FT.-3/4 -DIA,.-GRAVEL PVC TEE SCH.OR ELBOW 4C) LINE SIZE C VALVE WIRES� - 2 SCH,-80 NIPPLES LINE SIZE �p - CONCRETE BASE 2-SCH.-80-FEMALE--ADAPTORS-ST Uj 0 SOLAR CONTROLLER NO SCALE E BALL VALVE Nlo sCALF B EMITTER / BUBBLER DETAIL No SCALEU) >- REMOTE CONTROL VALVE CARSON BOX - 1730 a" CAP - PAINT TO MATCH O.G Uj 0 LINE SIZE SUPER JUMBO XL PLASTIC VALVE BOX _ MEE - BRAND LID 'DRIP VALVE' TREE VALVE BRAND VALVE BOX _ CONTROL WIFE - SCHEDULE 80 PVC NIPPLE » DRILL 2 - 3/a" HOLE, IN EACH CLIP N BOX COLOR: Green in Turf / Ton in Planters. BRAND LID 'RCV - LETTERS 2 HIGH 1 1 FILTER INSTALL. STAINLESS STEEL LOCKING BOLTS TO SPRINKLERS BOX COLOR, Green in Turf / Tan in Planters 2'-0" min. W N INSTALL STAINLESS STEEL LOCKING BOLTS typical FINISH GRACE IN PLANTER!; - Install sideways -FINISH GRADE - SCH. 80 FEMALE ADAPTER BUBBLER OR EMITTER 1/2' MIN, BELOW Lb S.T. � 4" BERM-��� —FINISH GRADE FINISH GRADE (in planter, beds). E FINISH GUIDE t" MIN. BELOW UD 4" BERM (In planter bedlb). — N A" MIN, BELOW LID SCH. 80 P.N.C. NIPPLE — 1/2 INCH SCHED. BO b, PE�LE mI O O O t:LL I length as required - 10 inch min. -' SiCH,S80 FEMALE ADAPTER - L 4- DIA.PERFORATED DRAIN PIPE .� a ; IIIIIII I�IIIII IIIIIII IIIIIII o IIIIIIII- z _ CLOTH. 2729 T 30" LONG. WRAP tMYH FILTER IIIIIIII LU y 1112) ELECTRIC VALVES CLOTH. ATTACH WITH DUCT TAPE:ALONG O O 'TO EMITTERS — - LINE SIZE ENTIRE SEEMt PAINT PIPE TO MATCH D.G. e ' 5LO O - BRASS GATE' VALVE P.V.C. LATERAL LINE — _ O •'' 0 -- LINE SIZE - " _ --_ --BRLINASS SATE VALVE 1/2 INCH ELL SGHEID. 40----�� IIIIIII IIIIIII� "° � -90d ELL-PVC SCHEDULE 410 NATIVE SOIL / SUB-GRADE --_IIIIIIII o =IIIIIIII IIIIIIII- 0 . �tl N �- E - O O 6' P'a'� ---9CId FILL-PVO SCHEDULE 80 3 4" DIA. WASHED GRAVEL, IN & .AROUND .». O »"" ' '°' O O 96" RFt A � 12 inIDh diameter J a�0 6» O - O w —SCHEDULE StD PVC; NIPPLE ::4___SCHEDULE 80 PVC NIPPLE'�o e e - SCHEDULE 80 PVC; NIPPLE e e o o qya " e o may» e o "ey° IIIIIIII - O - - ° ; a e o o -SCHEDULE 80 PVC NIPPLE o 3/4 INCCH GRAVEL SUMP - o Q _-3/4 INCH GRAVEL SUMP t,. _ e <, e - GALVANIZED OR o ��' 2 CUBIC FEET w/FILTER CLOTH NOTE p O - O e e SCHEDULE 8A PVC NIPPLE 4 CUBIC FEET MIN. with FILTER CLOTH �, BRASS UNION e 1 Fir iuu�!�€-Mifi - ��IIIIII) e e IIIIIII�= NIIIIIII o o W Lim Q e e o y�o e e a o r o 0 0 �' e -MAIN SUPPLY LINE: o - CONTROL MARE I MAIN SUPPLY LINE PER 'FREE / PALM REFER NIIIIIIINIII1II I1IIIIIN c1IIIIIII e o e M. e e c} ca a CONNECT TO TO IRRIGATION PLAN. =IIIIIIII o0°' - MAIN LINE FITTING COPITROLLER -MAIN LINE FITTING 4" 4" IIIIIIII W e o —SCHEDULE 80 PVC NIPPLE SHRUB VALVE -- GALVANIZED OR � Lm � BRASS UNION ® DRIP N✓ALVE ASSEMBLY NOScaILE F» REMOTE CONTROL. VALVE NOSC/ILE C DEEP WATERING EMITTER DETAIL NO SCALE 4 -- — --- u. p A D 2 /�°� S �OUICK-COUPUNG FINISH GIRADE/TOP OF MULCHI`fIEc� MOl_/EL L.O®�V JS 2 3 VALVE r LEGEND _ � 4 11 _ O3 VALVE BOX WITH COVER: BRAND LID 'O.C.' M 6 $GALVANIZED GALVANIZED 90 DEG. E:LL t ical , 6-INCH SIZE - BOX COLOR, GREEN IN TURF, Cn( YF ) TAN IN PLANIIERS. INSTALL STAINLESS STEEL BOLTS. NIPPLE - Length as requied (typical). `- c� � � � O PVC SCH BO NIPPLE GALVANIZED UNION (typical). ! 4 (LENGTH AS REQUIRED) ';���' 903•-INCH MINIMUM DEPTH OF --� OSHUT-OFF BALL. ASSEMBLY - INLET 6" 3/4-INCH WASHED GRAVEL with FALTER CLOTH r 6 --"� -� I 2 @CARTRIDGE CHECK O-RING I 7 PVC SCH 40 STREET ELL n U8 SHUT-OFF BALL.ASSEMBLY - OUTLET d ( t0 tS PVC SCH 40 TEE OR ELL O LID ASSEMBLY ( Lid, Lid Insert, Lid 0-ring, nut, ia'7 _a 9 PVC MAINLINE PIPE i ,� Bolt, Woaher, Lubricant). 5'�/v 4 C n �FINISH GRADE �� IRRIGATION DETA11LS'%_ t M POINT TO IRRIGATION SYSTEM 'CONNECTION -P ADAPT AS REQUIRED. VC SCH 40 ELL 1 I_.... i ? 2nd CARTRIDGE CHECK ASSEMBLY, 1Qo P U IRRIGATION s R O OR No.REDWOOD YR BAR STAKE 8" LONG ; DETAILS , W/STA STEEL GEAR _.. _. EQUIVALENT '. I 3 ...} .. f S SUPPORT SYSTEM INLESS CLAMPS OR EQU NOTE: 11 7 10 9 8 7 NOTE: FLOW--' C I INSTALL BACKFLOW PREVENTER AS REQUIRED 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO ®— Date: '� BY LOCAL CODES AND HEALTH DEPARTMENT. NOMINAL QUICK COUPLING VALVE INLET SIZE, CITY OF PALM DESERT NO WORK SHALL. BE DONE ON THIS VERIFY LOCAL REQUIREMENTS PRIOR TO 2, SUPPLY OWNERS WITH ONE CORRESPONDING VALVE KEY MALE 2 TO'TAL INSTALLATION. ( )• SITE' UNTIL BELOW AGENCY 115 NOTIFIED \p`ND A,o Scale: AS SHOWN ,, BACKFLOW PREVENTER INCLUDES RUBBER KIT PREPARED UNDER DIRECT SUPERVISION OF OF INTENTION TO GRADE OR EXCAVATE. O 10 9 FLOW— AND TEST COCK. Under round Serwce Alert `` L 4 Drawn: RCL Call: TOLL FRET �0 s Job: ;�00-05 L_ — e SHEET r :.� AS`.�ErvIBLY Nosc�.E C, (QUICK COUPLING VALVE NO MALE SIGNATURE $I00 a ;` 227-2600410 11.4 — TWO WORMING DAYS BER RE YOU DIG 5 OF 7 SHEETS E fib®fi�lf�®®It®!�E>•Ia®�Il® ®®�®�®�I��®®Eti1®®—tEtEsriE>�t� tsl� EtI� ��Et!•E>•IE>t��� � �� �� EtEiititEtEtilEtEtitit>•Eti»tEtEtEt��E�� m N C O m UNDERGROUND IRRIGATION SYSTEM GENERAL CONDITIONS c. Cover; Make trenches for poping deep enough to provide minimum cover d. Install at least two extra wires from multi-station controllers to heaviest J. FIELD QUALITY CONTROL AND INSPECTION IF- c. Poly Swing Pipe: Linear low density polyethylene, black in color, O.D. 0,49, from finish grade as follows: � Z Drawing and general provisions of Contract, including General and Supplementary wall thickness 0.20, pressure rating 80 PSI at 110 degrees F. lanted, most sun, wind exposed area of controller for moisture sensor P 9 9 � Give Owner's Authorized Representative three (3) working days notice; request Conditions and Specifications sections, apply to work of this section, ook-up. U.1 W 3. FITTINGS -24 inch minimum cover over solvent welded pressure piping to 2 inch size. observation at following stages. Contractor must have field os-builts', on mylar, up W to dote before each state of inspection. ,J A. DESCRIPTION OF WORK 13. Electric Control Valves: According to detail. O � W -24 inch minimum cover over valve control wiring. � (ry a. PVC Solvent Weld Fittings: shall be injection moulded, IPS deep socket a. Install where shown on plan. Install valves no further than 12 inches from 1. Mainline: After installion of pressure pipe, controller, remote control valves, (n Q 1. Furnish all labor, material, equipment, tools, permits, transportation and perform style Schedule 40, Type 2 PVC, SDTM D 2466 with NSF seal of approval. mainline unless absolutely necessary. O Z all operations for the complete installation of the irrigation system as shown on Tees's and ells's ore to be side gated. -12 inch minimum cover over non-pressure piping to irrigation head bubblers and wire. Backfill only between joints and fittings; leave them exposed. } the drawings and herein specified, 100% coverage of all trees and shrubs. and emitters. b. No soil will be allowed in valve boxes. , M b. Primer for PVC pipe: As recommended by pipe and fittings manufacturers. a. Static test for six (6) hours at 125 PSI. ♦ V c. Control Wire; Shall be UL approved for direct burial in ground, with O ' 2. Explanation of drawings: the irrigation design is diagrammatic. All irrigation 10. Utility Connections: maximum voltage drop of 5%a b. Tests shall be observed and approved by the Owner's Authorized ♦w (,� Z ti equipment shown within paved areas is for design clarification only and shall be b. Rigid PVC Under Paving (streets, driveways and sidewalks): Type 1, Grade 1, CO Q t- a. Contractor shall connect to Point of Connections as indicated on drawing. Representative prior to backfill, before rock base in installed and before installed in planted areas. Due to scale of drawings, it is not possible to indicate Schedule 40, IPS, ASTM 0 17$5. Pipe shall be continuously marked with: ( ) 9 d. Valve control wire shall be a solid color, common wire shall be white. asphalt paving is installed. all offsets, fittings, sleeves, etc., which may be required. Carefully investigate Manufacturer's name, nominal pipe size, PVC type, pressure rating and NSF seal. Contractor shall verify exact location in field. If there is a major deviation Other single wires shall be striped two (2) color jacket. V V the structural and finished conditions affecting all of this work and plan this work between plan and field locations, notify Architect so necessary adjustments N 5 r l t i t f b ti ll t f f Lines shall be tested before and after installation o base material o accordingly, furishing such fittings, etc., as may be required to meet such conditions. c. Poly Swing Pipe: Linear low density polyethylene, black in color, O.D. 0.49, can be mode. C. L (U � r• wall thickness 0.20, pressure ratio 80 PSI at 110 der e. Valve control wire shall have no buried inline splices; all splices shall be determine the responsibility of any broken lines. N The work shall be installed in such a manner as to avoid conflicts between irrigation g gees F. in a valve box or junction box. Connections shall be made b crimping bare W ~ ~ R systems, planting and other features. b. Electrical Service: Contractor shall furnish and install all electrical N Y P 9 W = Q N components complete in place to provide service at the locations shown on wires with brass crimping sleeves and sealing in UL approved #3570 d. Contractor shall provide all equipment for hydrostatic tests. Z 3. FITTING COMPOUNDS, SOLVENTS AND WRAPS Scotchloks, Z V the plans. Installation shall include, but not limited to, meter pedestal, service Rainbird Snvp-tites, or equivalent. � W O O V • B. RELATED WORK panel with circuit breakers, conduits and conductors to provide a fully 2. Lateral Lines: After installation of non-pressure pipe and riser, Backfill V a. Rigid PVC to PVC slip joints shall be solvent welded with pipe solvent: P P P � U) operational system, All materials shall by subject to the approval of the a Install wire below irrigation pressure lines, loop a minimum of 3 feet of 1. Examine all Drawings and Specifications pertinent to the proper completion of ASTM D 2564, NSF approved. Used and applied in accordance with the only between joints and fittings; leave them exposed. Complete flushing prior Q d� Architect Owner. extra wire in each valve box; both control and common wire. Make 12' loop the work. Coordinate installation of the irrigation material, including pipe and wiring, manufacturer's specifications. / to testing. Q W so there shall be no interference with other utilities or other construction trades at 50 foot intervals along wire run from valve to controller. Provide conduit Q or problems in planting treees, shrubs, groundcovers and lawn, b. Primer for PVC Pipe: As recommended by pipe and fittings manufacturer, c. Contractor shall locate, cut and fit, adjust and clean oil existing conduits where wires run under paving. Take care not to damage wires when a. Test for two (2) hours at 100 PSI. Z Z (jy i and junction boxes as necessary for the satisfactory installation of electrical bockfilling trenches. Q a �.. IL c. PVC to metal joints shall be made with a PVC male adapter fitting or PVC services and conductors. All related cost shall be included in Alternate Bid O P 0 V P 9 Install at least two extra wire from single station controllers to heaviest 3. Completion of System: When the irrigation system has been completed, o W C. CODE REGULATIONS, PERMITS AND FEES Schedule 80 threaded fittings. The PVC fitting shall be hand tightened, plus item for Electrical Service and no additional compensation shall be made 9• 9 Z J g 9 9 P planted most sunshine exposed area of the valve for moisture sensor performance test shall be done in the presence of the Owners Authorized != 1 turn with strop wrench. Joint compound shall be Permatex Type II or Teflon tape. there for. P P 1. Obtain and pay for all permits and pay for all inspections, connections and P p YP P hook-up, Representative to determine if coverage of water to the planted areas is /A � � = y other fees. complete and adequate. V a d. Metal to Metal joints: graphite and oil lubricant or Teflon paste on mole d. Contractor shall connect to wiring provided according to pion details. � � 0 . threads only. 14. Valve Boxes: All remote control valves shall be installed in plastic valve 2. All work and materials shall be in full accordance with the latest rules and y' a. The Contractor shall change any heads, as may be required to provide e box. Box shall be set flush with finish grade in planting beds. Lid shall be Q regulations of the National Electric Code: the Uniform Plumbing Code, published 4. CONDUIT AND SLEEVES 11. Pipes and Fittings install according to details: satisfactory coverage of no charge to the Owner. T O by the Western Plumbing Officials Association; and other applicable State or local permanently marked to correspond to controller and station number, Z W laws or regulations. Nothing in these Drawings of Specifications is to be construed a. Locations: Where site conditions do not permit locating piping, valves, b. Coordinate observation with completion of planting. IL N 9 9 9 P For use under paving as sleeves for irrigation pipe and conduit for control P 9 P P 9� 15. Backfilling: Backfill shall not be placed until the installed irrigation system W Q N to permit work not conforming to these codes. wire shall be PVC: Type 2 Grade 1, Schedule 40. and heads where shown on plan, notify Architect immediately to determine YP has been inspected, approved, and tested in the presence of Owner's Authorized Z N a o. When the Specifications call for materials or construction of a better quality relocation. Representative. Ix 5. 'IRRIGATION CONTROLLERS: Shall be as noted on plans. K. RECORD DRAWINGS � 0 or larger size than required by the above mentioned rules and regulations, the b. Handling: Handle plastic pipe carefully; do not drop off delivery truck; O Z provision of the Specifications shall take precedence over the requirements cover PVC to give protection from sunlight especially from summer sun a. Backfill material shall be an approved sandy soil or sand. Unsuitable The Contractor shall maintain in good order in the field office one complete set of P P P q 9� P 9 ( P Y )• V of the said rules and regulations. The Contractor shall furnish without any extra 6• ELECTRIC CONTROL VALVES: Shall be as noted on plans. material including clods and rocks over 2 1/4 inches in size, shall be removed prints of the irrigation drawings which form a part of the Contract, showing all water charge any additional material and labor when required by the compliance c. Cleaning: Keep pipe clean during installation by plugging or other from the premises and disposed of legally at no cost to the Owner. (Installed lines, heads, valves, controllers and stub outs. In the event any work is not installed with these rules and regulations, though the work may not be mentioned in these 7. ELECTRIC CONTROL WIRE: 600 Volt, Type UF, #14-1, copper (minimum size). acceptable means, remove caps or plugs only when necessary to continue sand to be 2" below pipe and 4" above pipe if solid conditions are rocky), as indicated on the drawings, such work shall be corrected and dimensioned accurately particular Specifications or shown on the Drawings, assembly, from the building walls, street curbs, etc., on these record drawings including proper 8. VALVE BOXES: shall be Carson #910 or #1419 series or approved equivalent b. All bockfilling for mainline shall be done in 12" lifts and tomped to 90% depths. d. Layout: Run and arrange approximately as shown on plan. Verify compaction and back-filling under asphalt or concrete shall be done in 12' by Landscape Architect with lid marked 'Irrigation Control Valve or Gate Valve'. 1. Upon completion of the work, the contractor shall give to Owner 'as-built' mylors D. VISIT TO THE SITE Valve boxes to be green in turf areas, ton in planters. locations before installing pipe. lifts and mechanically tomped to 95%. Compaction in planting areas shall only g P be equal to adjacent soil so trench will not settle. (3 mil minimum). 1. The Contractor shall visit the construction site and shall take all measurements e. Joining of Pipe: The Contractor is responsible to be familer with any and and obtain any other information as may be necessary for a complete and conclusive bid. 9. IRRIGATION HEADS: shall be as specified on plans. all methods of assembling, joining, and installation of the various types pipe to be used. He will adhere in strict accordance with manufacturer's recommended c. Where excavation or 'hocking is required under concrete pavement, L. CLEAN-UP installation procedures. sidewalks, roads, etc., care shall be taken in back-filling with sand, tamping, 10. BACKFLOW PREVENTION ASSEMBLY: specified shall be verified with Local P Oaring construction, the Contractor shall keep premises clear of materials and debris E, LAYOUT OF WORK P and inundating with water. at the end of each working da and upon completion of the work under this section, the Plumbing and Health Codes. In event of any conflict on device approval the 1. All pipe shall be assembled free from dirt and pipe scale. Field cut 9 y' P P 1. The Contractor shall stake out the irrigation system as shown on the Drawings. These Landscape Architect shall be notified PRIOR TO THE BID OPENING. Contractor shall remove from the premises all surplus materials, tools, equipment, rubbish, and areas shall be checked b the Contractor and the Owner's Authorized Representative ends shall be renamed and trimmed of rough edges and burrs. No sawing d. If settlement occurs along trenches and adjustments in pipe, valves, heads, Y P debris resulting from his work and leave the installation site in o clean, neat condition. All before construction is started. An changes, deletions or additions shall be determined of PVC pipe shall be permitted when assembling pipe for emitters. All soil, or paving are necessary to bring the system, soil, or paving to the proper Y g 11. GATE VALVE threaded 3' and smaller): AWWA non-risin stem, 200 PSI changes in direction of stockpiling of soil shall be watered doily for dust control. at this check. No walks or paved areas shall be sprinkled. The drawings ore schematic ( ) g g pipe shall be made with fittings, level of the permanent grade; the Contractor, as part of the work under r W>O>G> valve body shall be of 85-5-5-5 bronze ASTM B62 with bronze solid this Contract only unless specifically dimensioned. Check all drawings to make sure that this work to Y , shall make all adjustments without extra cost to the Owner. � r wedge disc with screwed ends or the some as Red and White #206 series. 2. Reducer tees shall be used at all head risers where a pipe size conforms to all conditions shown hereon. Exact locations shall be determined on the job Place in Corson box with lid marked 'Gate Valve'. changes. Bushings shall not be allowed where reducer tees may be used. M. OPERATION to suit the actual conditions; verify with Owner's Authorized Representative any variations. PVC saddles shall not be allowed. e. It is recommended that backfill be made first thing in the morning while 1. Adjusting System: Prior to acceptance, adjust and regulate the entire system. 0 Locations as determined are the Contractor's responsibility and and changes required 12. IRRIGATION CONTROLLER ENCLOSURE: shall be as specified on plans. pipe and soil temperature and approximately the some. If back-filling is Set watering schedule on controller appropriate to types of plants and season because of such actions shall be by the Contractor at no extra cost to the Owner. required during heat of the day, water shall be run through PVC pipe to of year. 13. FLUSH VALVE: FCH Flushing End Cop by Agricultural Products or f. Solvent Weld Joint: Prepare joint by first making sure the pipe end is cool pipe for contraction purposes. 2. Contractor shall connect irrigation system to water supply points of connection approved equal, unless otherwise noted on pion & or detail. Place in Carson square, then debarring the pipe end and cleaning pipe and fitting of dirt, dust 2. System Layout: Provide reduced prints of record 'as-built' documents irrigation �1f' as indicated on drawings. box with lid marked 'flushing end cop'. and moisture, f. Surplus earth remaining after backfilling shall be disposed of legally off plans, laminated s 4 mil plastic, of size to fit controller door. Color code areasWcovered b each station. Affix Ian to inside of controller door. ~ 1. Dry insert pipe into fitting to check for mis-sizing. Pipe should enter the premises. y P110 3. Contractor shall connect controllers to electric supply at locations as indicated I. EXECUTION fitting 1/3 to 2/3 depth of socket, cc on drawings. 16. Irrigation Heads: install according to detail. Spacing of heads shall not N. INSTRUCTIONS Installation General: Schedule and coordinate placement of material and equipment 2. Coat the inside socket surface of the fitting and the external surface exceed the maximum indicated on the drawings. In no case shall the spacing � r, 4. Contractor shall be responsible for minor changes caused by site conditions. in a manner to effect earlier completion of work in conformance with construction and of the mole end of the pipe with solvent-cement. exceed the maxrmrm 1 recommended by the manufacturer. After the system has been installed and approved, the Contractor shall instruct � III schedule, the Owner's Representative on the complete operation and maintenance of the 3. Insert pipe immediately into fitting and turn 1/4 turn to distribute cement irrigation system. The Contractor shall provide the Owner, or his representative, 0 F. SUBSTITUTIONS 1. The Contractor shall not willful) install the irrigation system as shown on the and remove air bubbles. The pipe must seat to the bottom of the socket a. After all piping and risers are in place and connected, and prior to the Y 9 Ys P P n are called out 1. F ui ment called for in this desi b manufacturer and model drawings, when it is obvious in the field that obstructions, grade differences, or and fitting. Check alignment so pipe and fitting are without strain to installation of irrigation heads, control valves shall be opened and a full head to number, This equipment is intended to be descriptive to indicate the quality and ons ex at m`q P g y before, final payment is made, the following:differences in the area dimensions that ht not have been considered in either. of water used to flush out the system. a. Operation instructions for all components of the irrigation system. W N g characteristics of the product that will operate satisfactorily, the engineering. Such obstructions of differences must be brought to the Owner's b, Reproducible prints of 'as-builts' drawings as described herein. N Authorized Representative. 4. Hold joint still for approximately 30 seconds and then wipe the excess b. All heads will be installed above grade on either threaded PVC swing-joint a. Submittals offering 'equal' products will be considered for approval if cement from the pipe and fitting. or poly swing pipe, unless otherwise noted on plan. No outlets below grade will such products are determined b the Landscape Architect to be equal in 2. The irrigation system design is based on the minimum operation pressure and be permitted. P Y P q 5. Cure joint a minimum of 30 minutes before handling and at least 6 all respects to the brand name products. the maximum flow demand shown on the irrigation drawings at each point of P P hours before pressurizing. c. Reduced copies of weather-proofed 'as-built' system layout as described connection. The contractor shall verify water pressure prior to construction and c. Filtration and pressure regulator settings will be according to manufacturer's V shall re 9 g g herein in controller doors. b. Written approval from the Owner shall be required for any equipment or port any difference between the water pressure indicated on the drawings g. Threaded Joint: Field threading of plastic pipe or fitting is not permitted. specifications to obtain best head performance. .. material substitution, and the actual pressure reading at the point of connection to the Owner's Factory formed threads only will be permitted. Authorized Representative. d. All spray heads are to be set back a minimum of 6" from any paved area, d. Copy of written guarantee and Certificate of Insurance. c. The Contractor shall be responsible for the performance of substituted h. Factory-made nipples shall be used wherever possible, Field-cut threads ■ y p p e.g., mow strips, curbs, sidewalks. • W equipment and material. 3. The Contractor shall erect and maintain barricades, guards, warning signs, and in metallic pipe will be permitted only where absolutely neccessary. When e. Provide all equipment called for by the drawings, and to the Owner's lights as necessary for protection of the public and workmen. Delineation and field threading cut threads accurately on axis with sharp dies. Authorized Representative, at completion of the maintenance period, three (3) 9 Y P P e. Emitters shall be installed according to detail. All PVC pipe will be cut each of all operation and servicing keys, wrenches, and an special tools 0 d. If substituted equipment or material proves unsatisfactory in the opinion protection devices will be inspected by o public works inspector and shall comply with PVC i P 9 �' y � I. All threaded pressure joints shall be made up with pipe joint compound. pipe cutter, solvent-cement will be sparingly applied to avoid runs required for operation, servicing, and maintenance of oil heads, valves, and of the Owners Representative, the Contractor shall remove and replace the with all city and state standards• q P 9• Apply compound to mole threads only, and puddling in pipe and fittings, all pipe will be double flushed. End substituted equipment or material with original specified equipment or material controllers. 4, An existing equipment, i e covering, sewers sidewalks landscaping, flushing valves will be installed according to detail and plan. at not additional cost to the Owner. Y 9 P P 9+ � P 9� j, Where assembling metallic pipes to metallic fittings or valve, no more than � etc., should be located and protected prior to commencing work. Damage by the three (3) full threads shall show when joint is made up. f. The contractor shall flush and adjust all irrigation heads for optimum O Contractor during the course of his work shall be replaced or repaired by the performance, G. SUPERVISION AND WORKMANSHIP Contractor in a manner satisfactory to the Owner's Authorized Representative and k. Where assembling to threaded plastic fittings, take up joint no more than P 0. GUARANTEE a at the Contractor's own expense, and before the final payment is made. one full turn beyond hand tight. 11 1 6 1. The Contractor, personally or through an authorized and competent representative, g. Layout Changes: Arrangements, positions, and connections of pipes, The guarantee shall be re-typed onto the Contractor's letterhead and contain the W � _ shall supervise the work constantly, and shall as for as possible keep the some foremen, 5, Water and Work Space: Water is available at the site without cost. Make I. Where assembling soft metal (brass or copper) or plastic pipe, use strap valves, and heads may be adjusted as directed to accommodate conditions following information: > and remove all temporary lines and connections. workmen or subcontractors on the job from commencement to completion. The type friction wrench only, do not use metal jawed wrench, which may arise during progress of work. No additional compensation shall > •� . _ workmanship of the entire job must in every way be first class, and only experienced be made for such changes unless arrangements ore made for charges "We hereby guaranteee that the irrigation system Lo 6. Disruption of Services: Permission to shut off any water lines must be obtained is free from defects in equipment, material and workmanship, and work has been we have furnished and installed W and competent workmen will be allowed on the job. m. Where assembling soft polyethylene pipe and fitting, hand twist fitting into prior to installation. Q pipe till full insertion. from the Construction Supervisor, who will make the necessary arrangements. completed in accordance with the drawings and specifications, ordinary wear and Q 0 Disruption to existion systems shall be kept to a minimum, h. Flushing of Lines: tear and unusal abuse, or neglect expected. Equipment is controllers, valves, UJ H. MATERIALS 12. Irrigation Controller: install according to detail and locate in gereral area and irrigation heads. Material is all pipe, fittings, and wire. We agree to repair C shown on plan with exact placement to be determined by the Owner. i, Pressure Main Lines: Flush lines prior to installing remote control valves. g P P g ' g p 7. Verification of Finish Grade: Verify the correctness of all rough grades within P 9 or replace an defects in material or workmanship which may develop during the if` All materials in the system shall be new. All material and equipment and equipment shall p Y P Y P 9 the work areas in order to insure the specified pipe depths of the system piping Center load pipes. arrive at the site locution in manufacturer's original shipping container. a. Connect control wires to controller in a sequential arrangement according period of one (1) year from dote of acceptance and also to repair or replace with Owner's Representative. to assigned identification numbers of the valves. Control wires shall be any damage resulting from the repairing or replacing of such defects at no 1. PRESSURE PIPE, com I with followin labeled at controller and at valve box lid with control valve number, h. Non-Pressure Lateral Lines: Cap risers and flush lines prior to installing P y g• 8. System Layout: Layout all heads, piping, and valves and make any minor irrigation heads. Starting at remote control valve, remove cops in sequence. additional cost to the Owner, after receipt of written notice. In the event of our 30 adjustments required due to differences between actual site conditions and the b. A small ma of area covered b controller with valve locations shown Replace co before removing next cop in line. failure to make such repairs or replacements within a reasonable time after receipt a. PVC (2-the inch and smaller ), be solvent welded? Type 1, Grade 1, Schedule 1 q P Y P P g P of written notice from the Owner, we authorize the Owner to proceed to have said drawings, Minor adjustments shall be maintained within the original desi n intent. ,hall be laced inside controller, repairs or replacements mode of our expense and we will pay the cost and charges, � L 40 (unless otherwise noted on plan}, IPS, and ACT D 1785. Pipe shall be g 1g � P continuously marked with: Manufacturer's name, nominal size, PVC type, pressure Layout each system using staking method method as approved by Owner's rating, NSF seal and dote of extrusion. Representative. Maintain and protect approved staking layout. c. Connect system electrical to wiring stub-outs provided, with conduit in therefore, upon demand." L structure. Put all connections in splice boxes. b. Seamless copper water tube, ACT B 88, Type 'K', drown temper, 9. Excavating and Trenching: Shall be open vertical construction ample in size P. PAYMENT 0 to permit the piping to be laid at the elevation intended and to permit ample r c. Bross screwed pipe shall be red brass conforming to Federal Specification space for joining. Trenches for pipe shall be cut to required grade lines, and Payment for irrigation items shall be made of the contract unit price and shown for the # WW-P-351. compacted to provide an accurate grade, without settlement, and have uniform various items and shall include full compensation for oil labor, materials, tools, and bearing for the full length of the line. Restore all surfaces, existing underground equipment necessary to install the irrigation system complete and in place, as described 2. NON-PRESSURE PIPE (downstream from circuit valves) comply with the following: installations, etc., damaged or cut as a result of the excavations to their original in the contract plans and these contract specifications. condition and in a manner approved by the Owner. Contractor shall back-fill all a. Rigid PVC: Type 1, Grade 1, Class 200, ASTM D 1784. Pipe shall be trenches immediately upon installation of pipe. continuously marked with: Manufacturers name, nominal pipe size, PVC type, SDR, NSF seal and date of extrusion. a. Where possible mainlines may occupy the some trench as lateral lines, or use (refer to irrigation plan) provided minimum clearances are maintained as specified. Run piping and Rigid PVC: Type 1, Grade 1, Schedule 40, IPS and ACT D 1785. Pipe shall be and control wiring in common trench wherever possible. continuously marked with: anu ac urer's name, nominal pipe size, PVC type, pressure rating, NSF seal and date of extrusion. b. All irrigation lines shall have a minimum horizontal clearance of two inches from each other. All irrigation lines shall have a minimum horizontal clearance NOTE. b, Rigid PVC Under Paving (streets, driveways and sidewalks): Type 1, Grade 1, or 12 inches from the lines of other trades. No lines shall be installed Schedule 40, IPS, ASTM D 1785. Pipe shall be continuously marked with: parallel and directly over another line. CONTRACTOR SHALL VERIFY ALL, CONDITIONS AND Manufacturer's name, nominal pipe size, PVC type, pressure rating and NSF seal. DIMENSIONS AT THE JOB SITE AND NOTIFY THE LAND- SCAPEIRRIGATION SPECS ARCHITECT OR HIS REPRESENTATIVE OF ANY DIMENSIONAL ERRORS. OMISSIONS, OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. REFER IRRIGATION TO CIVIL DRAWINGS FOR HORIZONTAL AND VERTICAL DATA. SPECIFICATIONS QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND ARE NOT INTENDED FOR AC- CURATE BIDDING USE. CITY OF PALM DESERT Date: 4/27/00 NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED Scale; AS SHOWN PREPARED UNDER DIRECT SUPERVISION OF OF INTENTION TO GRADE OR EXCAVATE. �pS1OSCgp� 9227-2600 rServiTce Alert [ �° •�� E q Drawn: RCL ' Call: B0� 111LL �' o � Job: #�0-05 a �M01 SHEET SIGNATURE 1-800 CZ DATE lF Du TWO 1 = 6 TWO WORKING DAYS BEFORE YOU DIG �a CA��E 6 OF 7 SHEETS A m ., NOTES: 1. IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED C-27 LANDSCAPE F R 1 (_7 44 T'l U` N LEGEN D .� CONTRACTOR, UNLESS OTHERWISE STIPULATED BY THE. OWNER. 0 Ce 2. EXISTING WATER METER( S) AND BACKFLOW PREVENTER( S) BY C. V. W. D. CONTRACTOR SHALL -� "�-� -'- --- - CONTACT C. V. W. D. FOR INSPECTION. IF REQUIRED, CONTRACTOR SHALL HAVE C. V. W. D. REPAIR METER & B. F. AT NO EXTRA COST TO THE OWNER. CONTRACTOR ASSUMES FINANCIAL SYMBOL ITEM DESCRIPTION DETAIL RESPONSIBILITY FOR ALL REPAIRS. PROVIDE FIELD REPORT TO THE CITY OF PALM DESERT. - :3. CITY OF PALM DESERT SHALL INSPECT AND APPROVE MAINLINE AND LATERAL F- Z LOCATE EMITTERS/BUBBLERS ON UP-HILL SIDE OF PLANT, PRESSURE TESTING. REFER TO IRRIGATION SPECIFICATIONS. W W 4. ALL EMITTERS/BUBBLERS SHALL BE INSTALLED A MINIMUM 3 FEET FROM BACK J W If RAINBIRD - 1402 Bubbler Full circle, trickle pattern 0. 5 GPM 20 P. S. I. B - Sheet 1-5 OF CURB OR EDGE OF SIDEWALK, UNLESS FIELD CONDITIONS PROHIBIT THIS. 0 ~ � t/� Q trickle c:k I e pattern 0. 5 GPM 20 P. S. I. _ h _ 5. CONTRACTOR SI-TALL VERIFY ALL PRESSURES [IN SITE PRIOR TO CONSTRUCTION. _ Q RAINBIRD - 1402 Bubbler Full circle, N Located in deep watering tube C Sheet I 5 �, 6. CONTRACTOR SHALL INSTALL CHECK VALVES IN ALL HEADS IN WHICH LOW HEAD 0 Z N C _> B❑WSF1I TH - SL200 Series es Drip p Emitter on 1/2 riser.ser. 2. 0 GPH 20 P. S. I. DRAINAGE OCCURS.B - Sheet 1-5 � _ � ^ 7. LOCATE ALL VALVES IN PLANTING AREAS. 8. IRRIGATION SYSTEM IS DIAGRAMMATIC . CONTRACTOR MUST MAKE INFIELD Uj W F I N ADJUSTMENTS TO INSURE ADEQUATE COVERAGE. 3 Q y Ln LAWN SPRAY POP-UP RAINBIRD 1804-U-12F A - Sheet L-6 9. IRRIGATION SYSTEM SHALL CONFORM' TO STATE AND LOCAL_ CODES. Q Z Q �? CTJ 2.65 GPM 30 PSI 12' RADIUS 1.74 IN/HR PRECIPITATION RATE. 10. IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR. _ N t_ HUNTER I-20 - 36S - 4.0 TURF ROTOR. A - Sheet I-5 RR T V QQW GO 3.2 GPM * 30 P�51 ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL I3E REPLACED OR CORRECTED ED Q � LAWN SPRAY POP-UP RAINBIRD 1804-U-12H A - Sheet L-6 37' RADIUS FULL CIRCLE: C, BY THE CONTRACTOR AT NO EXTRA COST TO THE OWNER. Z 1.3t:> GPM 30 PSI 12' RADIUS Z APPROX. .25 IN/HR PRECIPITATION RATE AT 50 P.S.I. 25 TO 45' SPACING 1.74 IN/HR PRECIPITATION RATE, Q 11. ALL WIRES FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE COPPER 0 Z 00 J LAWN SPRAY POP-UP RAINBIRD 1804-U-12Q A - Sheet L-6 OF # 14 DIRECT BURIAL. USE BLACK FOR PILOT, WHITE FOR COMMON. INSTALL HUNTER 1-20 - ADS - 4.0 TURF ROTOR. A - Sheet I-5 � 0.65 GPM 30 PSI 12' RADIUS IN COMMON TRENCH WITH MAINLINE PIPING WHERE POSSIBLE. 3.2 GPM * 30 PSI 1.74 IN/HR PRECIPITATION RATE. C� COMMON WIRE SHALL BE COPPER OF # 12 OR HEAVIER. Z IxC 37' RADIUS PART CIRCLE APPROX .4 IN/HR PRECIPITATION RATE: AT 50 P.S.I. 25 TO 45' SPACING LAWN SPRAY POP-UP RAINBIRD 1804-12VANI A - Sheet L- 6 = 0 1.95 GPM 30 PSI 12 W RADIUS � W In 1.74 IN/HR PRECIPITATION RATE. 12. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS V� 0 OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST Q Z LU V a LAWN SPRAY POP-UP RAINBIRD 1804-MPR-I2TQ A - Sheet L- 6 THAT WERE NOT KNOWN DURING DESIGNING. SUCH CONDITIONS SHALL BE BROUGHT TO (Z C 1.95 GPM 30 PSI 12' RADIUS 1.74 IN/HR PRECIPITATION RATE, THE ATTENTION OF THE OWNER' S REPRESENTATIVE. OTHERWISE, THE IRRIGATION V Z CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. g NOTE: 13. CONTRACTOR SHALL. INSTALL ALL EMITTERS ON LIP-HILL SIDE OF PLAINT. USE PR5 BODIES AND PC SCREENS DEEP WATERIN EMITTER Use on all tree emitters/bubblers,G: except; in turf' area. C - Sheet I-5 AS NEEDED TO CONTROL OVER SPRAY / RADIUS. 14. USE FIRS BODIES AND PC SCREENS, AS NEEDED, TO CONTROL OVER-SPRAY / RADIUS. 15. HIGH FLOW CHECK VALVES SHALL BE: INSTALLED UNDER ALL HEADS ADJACENT TO STREET Ca ALTEC IRRIGATION INC. CURBING, PARKING LOTS AND WHERE DAMAGE COULD OCCUR TO PROPERTY DUE TO FLOODING. LEI:T MODEL # 8000-2 XKIT 8716 ( 16 Station Controller ). USE FIRS RAINBIRD 1800 BODIES OR APPROVED EQUAL. Install controller per Manufacturer' s specifications. I - Sheet 1-5 Install on AMTG 2035 - 35' high kit. 16. CONTROL, WIRE TO MASTER VALVE TO BE 3 IN NUMBER. WHITE, BLACK AND ORANGE ( extra). Install compatible ACTUATORS on all valves. r INSTALL IN COMPATABLE LEIT STAINLESS STEEL ENCLOSURE 17. MAINLINE BETWEEN C. V. W. D. BACKFLOW DEVICE AND MASTER VALVE T13 BE METAL Use low voltage cable. ( brass or copper). Obtain location approval from OINner prior to installation. NOTE: MOISTURE SENSOR - Watermark 4 zone moisture sensor For IRRIGATION LAYOUT IS DIAGRAMMATIC. new controller. ALL VALVES, MAINLINE, LATERALS, ETC. , TO BE LOCATED ON PROPERTY. M WATER METER - Installed by C. V. W. D. Em� NO OVER-SPRAY ON HARDSCAPE AND WALLS WILL BE PERMITTED. WEXISTING ^ Field Test - Supply written report to Owner and Landscape Architect. CONTRACTOR TO PROVIDE 100% COVERAGE IN LAWN AREAS. Field Verify -• Repair / replace ' as-needed' at no extra cost to Owner. V � EXISTING BACKFLOW PREVENTER ASSEMBLY - installed by C. V. W. D. W Z [-B Field Test - Supply written report to Owner and Landscape Architect. PVC C PIPE SIZING CHART W N Field Verify - Repair / replace ' as-needed' at no extra cost to Owner. - --- - C 0 - 5 GPM 110/2 ED fl PROPOSED 2' BACKFLOW PREVENTER ASSEMBLY - by AMES Model # 2000 SS L - Sheet I-5 6 - 10 GPM 3/4"VALVE CODE 1 1 - 15 GPM 1 E:vlMASTER VALVE - Rainbird GB SERIES 2' J - Sheet 1-5 16 - 25 GPM 1 - 1 /4 Z �Install in plastic valve box. Tan color in planter - Green in turf. RCV SIZE J U y -IRRIGATION CONTROLLER 26 - 40 GPM 1 -- 1 /2 G -- -- --- --- --- 3° SCHEDULE 40 PVC: MAINLINE. PER CPD - SP/KN. H - Sheet I-5 CONTROLLER STATION 41 - 60 GPM 2" a 1' SCHEDULE 40 PVC MAINLINE TO DRINKING FOUNTAINS. 0 E - -- CLASS 200 PVC LATERAL LINE - SIZE PER P. V. C. PIPE ;>I Z I NG CHART. H - Sheet I-5 -GPM (through valve) Moll a REMOTE CONTROL. VALVE (RCV) and ( Brass) GATE VALVE, NI BC:O Line size. UJI TREE/TURF VALVE �� RAINBIRD-GB SERIES REMOTE CONTROL VALVE - F - Sheet I-5 ; PLACE IN TAN LOCKING VALVE BOX IN PLANTER - GRE_EN I N TURF. jLF 1' -A-2- 1 LL > ,` Install compatible ACTUATORS on all valves. o DRIP VALVE ASSEMBLEY: Install compatible ACTUATORS on all valves. _ _ t SHRUB VALVE GATE VALVE ( BRASS) NIBCO - LINE SIZE K Sheet I 5 n ' 0W .S ' FILTER - Ag Products 4E-1° ( 150 to 200 mesh). I V 0 TE. �/ LW RAINBIRD-GB SERIES REMOTE CONTROL WITH PRS-B PRESSURE REGULATION MODEL ii IN CARSON LOCKING BOX #1730 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND Brand lid - ' DV-S' DIMENSIONS AT THE JOB SITE AND NOTIFY THE LAND- VALVE BOX COLOR: Tan i n planter, Green i n turf. SCAPE ARCHITECT OR HIS REPRESENTATIVE OF AN'Y 00 DIMENSIONAL ERRORS, OMISSIONS, OR DISCREPANCIES SPEARS TRUE UNION BALL VALVE #2329 ( line size). O•-RING MATERIAL ' EPDM' E - Sheet I-5 BEFORE BEGINNING OR FABRICATING ANY WORK, REFER LOCATE IN VALVE BOX PER DETAIL TO CIVIL DRAWINGS FOR HORIZONTAL AND VERTICAL p . - VALVE BOX COLOR: Tan in planter. Green in turf. DATA. V" QUICK COUPLING VALVE (QCV) TWO PIECE G - Sheet I-5 M RAINBIRD 44RC. SUPPLY 1 - 44K VALVE KEYS TO OWNER. QUANTITIES LISTED ARE FOR THE CONVENIENCE OF' THE INSTALL IN ROUND VALVE: BOX. CONTRACTOR ONLY AND ARE NOT INTENDED FOR AC- 1` VALVE BOX COLOR: Tan in planter. Green in turf. CURATE BIDDING USE. 'w NOTE: SCH, 40 SLEEVES SHALL BE TWO AND HALF TIMES AS LARGE AS THE PIPE SIZE. INSTALL UNDER ALL HARDSCAPE ( ASPHALT, SIDE-WALKS, CURBS, WALLS, ETC. ). EXISTING WATER PRESSURE ON. SITE = 3 area readings ranged from 83 to 87 p. s. i. Design pressure 75 P. S. I. Information supplied by C. V. W. D. IRRIGATION LEGEND CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO COMMENCING WORK, DRIP SYSTEM SHOULD ALLOW PRESSURE REDUCTION TO APPROXIMATELY 20 P. S. I. UNLESS GALLONAGE OR PRESSURE IRRIGATION . LOSS REQUIRE A HIGHER SETTING. LEGEND ELECTRIC METER / POWER = NOT APPLICABLE w RAINBIRD ' ACV SERIES' ADJUSTABLE CHECK VALVE. CITY OF PALM DESERT Date: 4ia��oo NOTE �_ NO WORK SHALL BE DONE ON THIS LINE SIZE - INSTALL PER EVERY 5 FEET OF GRADE SITE UNTIL BELOW AGENCY IS NOTIFIED Scale: AS SHOWN CHANGE MINIMUM (OR AS NEEDED). PLACE IN 6' ROUND PREPARED UNDER DIRECT SUPERVISION OF OF INTENTION TO GRADE OR EXCAVATE. DSCq F Drawn: RCL TAN VALVE BOX W/GRAVEL. MARK LID ' CK-VLV' •LO �9 Under round SernTce Alert �II. 10� FREE =' o y Job: �00-05 La SHEET SIGNATURE 1-800 6 A 227-2600 ql ��� 1 _ 7 TWO WORKING DAYS BEFORE YOU DIG 7 OF 7 SHEETS - , a . _ i'Ir . . . ,1.�I.,kII",1, rn �' .I�Lr 1....'..I��.I���.+I-.-I.-,1.,�.1.II�I.I­II.R..-.I I' I��I,I.I.I..............F.I I."I L.1.I�II I�I. .,...I.....I-....11�I I-1�.I.1.II4..L�...--.._..1.I 1*-.,..,._.�.III�I.�..-.:I._.�I.�...1.I I�.I�.II.I.�. -�I�_�.-..�­L-..I 1...I.I..I,...L,.:�..:.I.III.I.I.......I.,I I�L....*-.I..1 4._11I.I.L1 I,.t­.,I_. .L L..-I44..'I��I:­'�.:I.­..�..4..�I,...-II I.�1 .-..+I�I�L.I..,­"%I�I.I�..IL�II.I 1.L...I..�..-I..I. �.IL�­.II.I�ILI.�..I I...I I..-...L*I."..�..­1�III 1.4 LK0-..L0,-I I��i.L ..L I.'I,1.�...L1.I..�.1.�I...+:._.I I..IX.I.,r(!NI I:'0 IIP.�)-3.-..�..II....L....II.1I.I.-I�.I 1.­.,1....i.L,-,..I­.�...--._I C I.... ....-.I 5-.­.�i.I 1�k.....-..h.1)11 I.'�.I.1.1.:0"_LP.I1.II�4nI.I.,%Ar�i-*.I�+4I rE­­.�I..,".I,.-.,.%.,.,-.:I..II..I�11 f.*I I,*I.II-I...,�,I�t.�.L-_Po.InI11.4...­.L.-1.,.-�I.1 1.-*-I.,..I1I,.*.1 I I..-I..II I��.!-.I�._-II.I.i�_�*i..-II,.,I�1 I�L.I .�.,.I...........�.1.I,­.....f.I:.g-......�..I........L 4.�.--.-...I%I_.I.�I a..e I.I�.�.I..-..II L..-..-_.�......�,...I...L-II.�-...L...+..I,1,..%.I...'....­v-*.,..­I....r.I.,I....I..+....E....,..... �.I,.1 Y:.I_'.Is-_..-0 V I..�.I....�...,..1..I.4.I_.....;�1...I......I...+.._..I."+_....I.—...*H.,-.....�*...I.....�*I�­.g*4.%....T..L..-.E*..17.-�I.-..'.E-..m..,*-..--...I..o-..i+....*.I-Tc. -I...t_......I..I,-%.....,...-_....I.,. .�.I...1l...1.....:\1 4�,_:.�I t�I+..EY..�.I...1.-I.+. (.II-.....I II.�..I:.".....1-..*�......*,:-0.�..I.4..." .I-'LI.R1.I-I,�.�..1.I-OI*--...-­I-4�.�r L NI I4 1%0..� ..,r�)1 , 4 L .�I �IL 0 I M I IN.��L I; 1!. i U-I9 4� -. =LI � .2­0��. t. -- - .. - o N X X X 06 .'�..�.. ___ x MARK LOOM LANDSCAPE,INC. M J Lan P.O.BOX 1900 ,� LACAJINTA,CA 92253-1300 to N _PM - - tea-" ..my�,.N' :-- I ">. ' , i �^� , ♦ ♦ . • ,, . . . , ♦ ,, a ♦ ♦ • : » CIO - ';� w �' x • i_ a 39 �'w FNI)1-M1 t�tML s t .•:NYC TURF s� - , W, EXISTING ZLa 2 1<0'aU(>�r)i L.3 UA j O� S,5-7--1C0(zW<Lz2C0 cU -E94 RI3A 11r003gU Er RE uv tde it K: - :} 0 ' . gg AS- BlJ 1 LTS � '' LIA rTGfz 1{T' PALMS C3� ! h ) \'� _�-- ii.a T S =7otZ • V s y� 'SV SKINNED & t tz-11 t{?141N ML1L ` , .. sass€ Y/ =}7 , , . 'REFstl�vr '� ^ v TRIMMED • - y EAR 3:• . . . �/ _ M ARINKING FOUNYAIN - REk;hd , ' W. , €€ l ",^. Lq TE MDF MODEL 04191 , . � � w r i { 'Ft. TR);PL E; WErail'I.. INSY A1.4. W !� EMC� PER�MANUFACTUREfi'S ' • REs'°0k,'E t F 1` eaS. ASH, 1_ L-' R D 'COLOR,fCBLUE t,E E DL -, ihF •REi�t-i.VE � Z � Z 6 • • F , roc= - '' U� < W " - 0 ' o URF s �` �V `vim) ` i \ " :. �. . F i ASS: • ' Mu' • - ' - , m„e,; .. �'C E,C W O.S C, �`ne, c.T 2t�, �l�o W•�`�1 �XS�,n� �T� `� x 4 ft x °` L.J Y€� EXISTING '7FtEE C E N a a �• V . P4C E. REMOVE jj I t'i _ O O .. m TE . _� , . , + - . . mW--°._ ,R « typicsat�' F. ASH z Mr"ssC* N' PLACE TUR ( . DRINKING FUN AIN . �' e.k�sr ,� D = }� . 0 . . . + E . . . . REMOVE r T R E E S Igz ` PLE ' A I V w s: �� ' Z I . p�.�, . M (Jj/1 MUL E. REMIDVE � , GYM PLi0.NT NAME SIDE/ COMA T5 = O W . . , . . . .+..-..%...I..,�. .../-IL. ...�.XIFI:..-,...*�,i..) .,..I.. II . ip � 1 /, I. EXISTING a ' ' c,r me et�'1,�.'� i MUI:r P LMS ♦«) f,r MC' :_ zlI MA '' I - � T-AS ACACIA STENOPHYLLA 24' eOx Q . ,'. • ? SKINNED &•. {r- ' MUL ��et� Shoes•kring Aeo►ela 0) 1 1:.U.I..1��I//..,.1.�..,...O-.1- .14.,�I.-,�a'x_'t""1"d--I..�" I. -0."I_g 'I��'.�,'',,;��-i%"1 ,L�i:- II )..,'".I I..�­4LI 0o rF�-.c I,k. III .I I I II IL II+1 I.I L.II.11..1..I I�. IL 0 I 1.I.L.�06IZAI I.l�.j­'�I� _Xq 3I I�,.I I1 I,..I I. .L,1 I. - . , O , , RkS•C oE' " Q - o ' a, . + , N : :aa -act" ;' , • , x • ' TRIMMED •'• Ci + 1c. • v , +, cZ , w • A _ r�� .. ..- IV i�i POVE SAND IM . � . - ' • HINGT ONIA SPP. _ ' "EXISTING' TREE ♦ :. Fan Palrs W S EX T NG R ,. >�� , PROTECT IN PLACE EM I V b1UL -ry - . T,. .., VQLLE•YHALL POI,-E� . t icat t a , t1 , + » . •. K T K F a . . , • •1 t. ,,� ROM ♦ • . . . FIN SH R RA.. -•�- Ul . � . . :M - v .- ,. ; s , o /~ `"`. TRIM DEAD FRGNS » _: ,. TURF aSd v A , REMO'uE Yes JL:. 0 �trAO✓c � , \� '� V L. E` DAL--. POLE . . 0 S H R U B S I� , � , , , , • , „ . . , , . a•,, , ' EM . . .. G . , . C P A i Gallon , • -� S HP PA.RVIFLQR . . . Red Yuc • • \•. HESPE:ZALOE - . , ' ,� , - -_. a> , . . , . . . L \, , 'r S LM LANTANA .MONTE:VIDENSiS 1 Gallon 1. . : i9 O -, .- • , • Ml! , , _ L!/ Purpte Trailing Lantana + CIt s W . , -- - ' B A K E T A.L L , • ' • • EMD E j+ ( , ) S-LMG LAfVTAWA M. 'Golcsi Mound' 1 Gallon •• 1-n Gold nd Lantana • ; \ I 1 . 1 Mou • r TUR"F . ., ,. , . , .. , • `' . "ElJ - . , ' • • . . •. - , . • , , . R r t s ., TURF' . + , �; �� � j GROUND CAVE ' . . , ' + ' ' . . 3 EXISTING > �./ -_ . _ ♦ , , ' ,. G SKINNED > t tn TRIMMED . TURF CHAMPION DWARF SQD "'Q '' ' . • . • . • , M3.tt ' `. , . �/ - I:t D 79,500 SO. FT. +/-- . s . • • ,EXISTING TREE.• U w� 4- ♦ : . , » TUt;zF typical M • I 0 . » . ,/ ', », De�.+rt Gald Fines 3 inches thick ' 3 .. ' .. '%., .. -�--: . • jl Remove soil from site as needed . . . . Q ♦ . �:2. : . I ... •, ♦ , . , - • • ' ' ' �.�' to cAccept new D.G ` s . '+ '., . #.�....00.I I._.I...I1 q.1 1...0-T�.,�. 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S*I1I0!-.,.'...I.HM�..1 f0=I�%..A.!..I,.. t*+.1o.­-.:..*.....o.....1....-I-I.1 N..1,_1l..-,..1-I....f._..r......+..!.�.4..-....--�.....I.t,.I.,..I.W'.4-..:1t.e 41-.�'p.��:...-..�M.�...N. .I..A...,L.I*\-......'/.­.I_ I.-.-I,'.,.-.,A.....,.:I�,�.�1..-.........I - , .� ' . . . . . F- ,- , , ' + I I MCj - »,, ✓, MU • . � ..� LOW!~f� EX 5T'NG' •l3ND sMt. . 4 " ' ANTI' LENn� IN O 'EXIS 3NG C •q '•s�ua �U . 0 - , � •� E DJ ' __ -- , + A ACNT QRADE TI3 THE' : s, T RF C V .r- , l SATISFACTION C1F :THE CIT- T TREE » EXIS ING ' - N' QTE • , .. _ _- .♦ , ACE .,, .. _ ; , 0 PROTECT IN PL f r t Ical 8i ,_:. ,: Y.p id - • , ,, : u ♦ , Eifs W'UI .; , Z 3 .., . + +. „-` , EA�s ,E , . ��` , , r :, , , • , :_ r SEC ION 3 ,:.., . . . ,,.. + �, ASH , :. P .•Y Elio Y .. i . - _ ,1.,..- •• Y P • G' ti, i . . ; PLY EQIy'PLY EOW i� MCiE• , - Pi. i:0 ,� . . PLY E'Q1 . R•LY EOP L .PLY EQi� QL. '•EQP'' -YURF �q , I EXCAVATE EXISTING STRUCTURES AND BACKFILL w , s • �S "H t REMOVE . PER GREEN BOOK STANDARD SPECIFICATIONS - - , L� st '� . ,♦ lei W W . H A� . Y.. ASW V DEAD R MDVE ' REMOVE REMOVE , RiC4k�E Rc1�Q£I'w'E Ri:MDVE. REtr1DVE RE OVE . REMD E REMOVE R3 �V >i D1NKING• F`OUIVTAiN 000 EDITION SECTION 300 3. , , R =i +r. ♦ „ EXISTING -- . +: . • i • f' • I �` CPIs : round equipment drinkin fount in &t >.x , .. , : PALMS tc'a) , - _ .-_ g g .: ., y . ... , . . _ ff. I S DEW K T pq 3 , • Y PALMS PER THE CITY v SIDEW K 3. R AND SPECIFICATIONS. `S:KINN D - RI MED .. ,� REMC]VE DEBRIS PROPERLY OFF ITE. . CITY"- 3F PALM DESERTS SPECS SUPERSEDE O S-HP "6REENBO{]K" SPECS WHEN CONFLICTS OCCUR. 4. GRADE ENTIRE SITE TO THE SATISFACTrON F DFG DFG DFG DFG DFG DF.G DFG DFG DFG L REPRESENTATIVE DFG ;Df G DFG D G OF PALM DESERT'S FIE D GE MOU D<S>, FILL Lt]W AREAS. LOWER . H PO . LOWER AR p S-LMG T-AS TS, ETC. FIELD VERIFY PRIOR TO BI�pING. S-.LM CURBPA.CE CHAIN-LINK 15 14 P.ARKIN� nFG HTG s _- CURHFACE CHAT + L3NK PARKING 15 FENCE .5. . :RAISE GRADE OVER REMAINING TREE ROOTS WHERE - 0 FENCE . SUCH WORK WILL NOT COVER CROWN OF TREE WORK - A`, LANTANA AVENUE To B;" COMPLETED TO THE SATISFACTION OF THE CITY LANTANA /f 1 VN U E LM DESERT FIELD REPRESENTATIVE QF PA {a :, M ;� o A �. - Cc> r✓T -- To v To b oQ 0 Y f. t . .\ '''' . o �. APEAN . 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NL,.,L..IILII�'.Q I.,--.'�1-..LL..�-.0­.-LI.1.I TE . 011RAC'tOR 1..,,IL-I.lI*,..-.1l�111�-1.I:.�I I� I.I..�1.II._.L­I.I I I.�I 111.I�II,I 1I.._O.'1 I��dI1I"I�.Ir.-I"II.--I.�I:..k.,......1,:..�.1I.�.I­I�I_.I;LI­I-.III..E I�-1�.11 1,-,.1.�I..�I"I..,:1 I,.,'...�1I.L I.�.1_�.�.I m I"../�.I�+...L I1.�.1.I I.. IALl WERIF�f Au c70NDiT1oN8 AND PLAN - CHNIEN�ONS AT THE ' S1Tf AND NO11FY W. LAND-ARCFU tE0'l'OR HLS REPRkiTAT11lE OF ANY ' EN�ONAL �' OIAIS`SIONE. OR DISOREPANgES 0 10' 20' ... 40' -.. . DEFt�FtE DEi�i. OH'FA�tICAT1N0 ANY WORK. REFER . TO t�YIL DRAWMiOs FtTlt HORIZONTAL AND VERTICAL SITE uNtiL eELO AG Y I5 N0 CITY OF PALM DESERT N0 WORK SH11LL BE GONE ON Tt#S W EN Sal: AS 010M DAM REP ED E IR T RV 0 T_ . . P AR UNDI R D EG SUPE ISION F Of IN1fN1I0N TO f�RApE OR EItCAVA i RCL _. QUANWIES USTM ARE FOR THE CONVENIENCE OF THE sCA�e: 2D'-o" n �.roan ce CCINTwiloft ONLY AND ARE NOT INTENDED FOR AC- Jobe 000.0 CURATE B17O�IG:U .. IR v . sow Imew 30 SHEET _ . SIGNATURE '�"80 - -_ 27- fib - L=2 ! TW WONNG DAYS BEFORE VU OIG CA