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Home My WebLink AboutMedian Demolition Plan_1 00 1.2 t,1 l DWG 19367 1 j Existing Monterey Avenue Median ` '� 1-18"TEE r . � Cn Wl i Lan scape/Hardscape to be Removed/Replaced STA. 10+31.47 i \hL 70 V to 10 `�. ampm raw G G --- G --- MON �--�.— �± -- y _...,,.._'( G ` .._..."_ G _x' 7 s'TTng Mor e"ferey 7 venue lat4� �— �'1� Landscape to be Removed/Replaced I ,_._. '[Stir f. be- _ 1 r ` ( 1' El - the a a, -, I n, C, _-✓_� m -� 1 IN \\ � Q III�OrltB�@y Ave. eta Sho Ln Uj � Ave 0 Existing Monterey Avenue Median y?7/�/- 1 L andsca e/Hardscape top Removed/Re2laced --. G _____ Uj G _____ Scaiec T 20' S --i--- S --- S --- S —�----- S -- -- S ___�_ S t f 1 I L _ _ ._ _ _ _._._..____ ____. .-..._. .____ ____._._ ______ _ ___.. _. ___-__ _ _ ___ __ T _ __._ T T --t� - �M1 �= Existing Monterey Avenue Median EXISTING CVWD MAIN Landscape/Hardscape to be Removed/Replace ABANDONED AS PER CVWD REFER TO CIVIL PLANS ift _ff7 2.4 rq I These plans have been reviewed by the Coad�ewa Valley WAK Drelnc t m Sg�aoQordance 6� Water Code Trtle 7. 'Drv�- 1,Chapter 3,Artide 10r8, ._.. .. I tC ._ _........... .......�..... M U` N T F Ah.� �u9 ffi►d G G G G cooperation with the local governing agency(City or County — S S $ J,. '�'-- S � APPROVED Y: 'Approv@l of this drawing by CVWD staff does not constib6e appmW 10 encroach into district and USSR Rights-of-Way. Trees,pWrrls,waifs,and /� � / permanent structures of any kind may not be planted or instefed in CVWD A ! (� easements or right-of-way withayt fist obtarrnng an - - - u ; Director of Public Works encroachment permit from ---.-. _-__. __.___ __-_.__.. f City of Palm Desert EXP — 6 379 C E� i ot _._. APPROVED BY.• DATE WA MANAGEMENT SU SC�t CVWD PLAN# 0) G OPMENT SERV?CES SUPERVISOR City of Rancho Mirage ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS _ _ A d o �,ANDSCAp� PREPARED FOR. BENCH MARK: UNDERGROUND SERVICE ALERT �� r e DESIGNED BY: APPROVED BY: CITY OF PALM DESERT GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL.BE REQUIRED TO ASSUME SOLE AND �� . .y �y Development Resource COf1StJ�#aC!#S Inc. DRAiMNG No. COMPLETE IESPONMLny FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONIMUCTIQNDF THE PROJECT, INCLUDING �`' w • i LOCATION: NO. 15 FORE yoG (�t7II: ,',O1 E�E� SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �, Civil Engineering Land Surveying Lund Ptenning RC . L LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FUR"NER AGREES M DEFEND, INDEMNIFY AND HOLD � 0c� _'O ��Al Q R 800 S.O,OCA S R AVENUE, SUITE 241CFAX (909) 230-5246 �.5'• BRONZE DISK STAMPED LS 4146 BM Median Demolition Plan G G+ DESIGN PROFESSIONAL HARMLESS FROM ANY MO ALL LIABILITY, REAL OF ALE'AD. IN CONNECTION WITH THE PERFORMANCE OF � 2.5" IN TOP OF CURB. NORTH SIDE OF DRAWN BY: LOe1 --$ WORK ON THIS PROJECT, EXCEPTING UABILITY ARISING FROM THE SOLE NEGUGENCE OF DESIGN PRJcESSIONAL . n THE EXISTENCE AND LOCATION OF ANY UNOERd WNO UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A ° t GERALD FORD DR. AT THE EAST B.C.R. DESERT GATEWAY 2 2 7--2 6 0 0 SEARCH OF P11HABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO E311STING UTILITIES EXCEPT THOSE SHOWN � 9IQ� u�, PREPARED BY- EAST ON M ON TEREY AVE. 2.0 E LY Of` DA S�E E T 1 ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUT101M MEASURES TO PROTECT THE UTILITIES SHOWN, TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTS-00N OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. � � ,`�iy f CUMMINGS C U R L E Y AND A S S Q C I A T ES, INC B•C•R• .Pe 01-30 �. I., A N D 8 C A P K A W C H 1 T K C T B BEFORE YOU DIG VNAUTHQRIZED CHANGES & USES: COHSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WRH 12 31a / ;. 776 EAst GRFEN SntEer,surf 240,PASAMA,CAUMRmlA G 1101 CHECKED BY: O SOUTH EAST CORNS OF O�" GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL K REQUIRED, TO ASSUME SOLE AND sT bATE �P TIEL,626,683.8182 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE COMPLETE RESMOZE ILITY FOR 14E JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING CA 3583 AZ 3©I GO Vr 3772C4 NM 31 2 NV S78 CLAW!31 Q o RC W.O. U01-230 FOR:09/08/2006 F.B. XX I 11 SH EET! IRRIGATION NOTES i �; _ VERIFICATION: UJ ( - -- a� m The system is based on a 80 .s.i.and 40 Ys p g.p.m.minimum available at the discharge u.1 �_�__.-.__._.. . __ ..__ _.._..._ outlet of the meter or other point of connection. The contractor shall verify the same i ---- .,-- --- �' at the award of the contract. The contractor shall notify the Landscape Architect -, ! IMM2=112 ' immediately if the data is significantly different and would adversely affect the operation of the system. Such notice shall be in writing and shall occur within 5 days of contract award for projects anticipated to take two weeks or longer or 72 hours prior to commencement 1 for projects anticipated to take two weeks or less. SCHEMATIC i ! DWG 19367 P ; 1-18"TEE The system features are shown schematically for graphic clarity:install all piping and I STA. 10+31.47 valves in common trenches(the minimum cover noted in the legend is required for the upper ( M �� , �,,. most line)where feasible and inside planting areas. Valves and main lines shall be located _ - -^ T -„ -___- _-- --_._ ,r, ---___.-_ ^_._.. _ -. ,c __ - _ -__- - In planter areas. C1 �� _.--_- _.__ .__ CODES The Irrigation system and all other mechanical,electrical,and structural systems shall be `-0 \ Ii ------ = =- - - --- -----=-- - ---=--== ---- .-- ,� -� installed in accordance with all federal,state,and local codes and manufacture specifications 17 recommendations and requirements. Notify the Landscape Architect immediately in writing prior to signing a contract with the owner of any conflicts. Conflicts noted after signing or after ABND. 5-21-93 " Q the commencement of work shall be the sole responsibility of the contractor. I i + \. � -'"`"'""'"" ""'"" "' G - '----°- U:"Q - �. G .-~.-__- +18" pe oun In — G e� .�—.. .--...--w w��M --•--�— ----��; ,� G GE ........._,_.. ..�...�. (� .�....._,.. t t xceed 3:1 G G HEAD ALLOWANCE -..� G � ,:- .-.- - i / The contractor is required to provide the owner with a complete project. He/she shall install any ng ation lines,wire,etc.as necessary to accommodate -j '� S S --- ----- S S y ; additional heads,nozzle cha es,valy ,' g any field ghanges. The pon i hall make all needed changes as directed by the AVEN Landscape Architect and provide the owner with a complete project at no additional cost to the owner.The contractor is to also notify the Landscape Architect should any major changes are 1 neccessary in the field prior to installation. CHECK VALVES Prior to planting,installer shall test Irrigation system and provide check valves at the base of any heads that display low end drainage.These shall be Included in the contractors price and shall be added as directed by the Landscape Architect and provide the owner with a complete ! r / project with no additional cost to the owner. GUARANTEE The contractor shall guarantee the Irrigation system and all its components for the period ofvo one year after final acceptance by the Landscape Architect. The contractor shall be responsible m \ �+-' for all materials and labor associated with the guarantee,including but not limited to the Ra4;4iffim- mom loss of plant material or damage to structures due to the failure of the irrigation system. SLEEVING The contractor shall be responsible for providing adequately sized sleeving for all irrigation. , lighting,and other landscape components. The drawings are intended to be a guide only. Sleeves shall be clearly marked during construction and shall occur under all paved areas and shall extend 1'minimum beyond all paving. ELECTRICAL SERVICE All exposed 110V wires shall be placed in rigid metal conduit and hard wired directly to 110V , service. All exposed low voltage wire for irrig ion and lighting shall also be placed in _ -,.,._ _,,._ ._._ ,T.. .._. .. ._.,.. - �. �� UJ rigid metal conduit. MAINLINE SIZING - -- _- - - - Mainline shall be sized as follows,based on maximum GPM demand: 0-10 GPM: 1"Schedule 40 PVC Pipe -O 1 __._..__----_-. " 10-18 GPM: 1-1/4"Schedule 40 PVC Pipe T� T U 4 _ 18-26 GPM: 1-1/2"Schedule 40 PVC Pipe ..'"' �- 26-40 GPM:2"Class 315 PVC Pipe 40-60 GPM:2 1/2"Class 315 PVC Pipe - 60-95 GPM:3"Class 315 PVC Pipe G G -�^-� --,-•--- _� .._.__ - �°--�- S S S --- ------ S S ^ S S - ."--,Note:All-pipe-betW *d`Ma er-Valve - -'- 1-o be-Brass-PI e. _._.__ __.._. j ______._ _ _....___.__._ _.______._ _.___._-._.__ ___._. __._..__ __ _... __ _ _ _�___.__ __ __ _ __. ___ __ __ _.__ _ 1 - - - - - _ _ C __-----—_ _..__._ ___ _.- E _ _ _ _ . _.. .. _._ C _. r QO Rain Bird GS'Series Master Valve line size f, ' to existing CVWD 1" RP Back)iow M Existing CVWD 1"Water!`tIeter#30017462 >i t100PS1 Available ! Contractor to Verify In Fj61d i t IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. COMMENTS ® RAIN BIRD BUBBLER 1402 BUBBLER 30 0.50 n/a INSTALL AS PER DETAIL 0 300m 1W METER/POC AS SPECIFIED BY CVWD-APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY 1"RP BACKFLOW BACKFLOW DEVICE INSTALLED BY CVWD INSTALL AS PER DETAIL + T ■ 2a 9 RAiN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE w/PRD-S and LEMA 1521S REMOTE ACTUATOR(DIGCORP) INSTALL AS PER DETAIL q RAIN BIRD RAIN BIRD XCZ-100-B-COM w/LEMA 1521S REMOTE ACTUATOR(DIGCORP) INSTALL AS PER DETAIL ® RAIN BIRD FLUSH VALVE AS PER DETAILS INSTALL AS PER DETAIL ' Si _ N HAMMOND 8301 BRASS FULL PORT BALL VALVE INSTALL AS PER DETAIL 0 10 20 40 FT. ® RAIN BIRD 44NP QUICK COUPLER VALVE INSTALL AS PER DETAIL ® DIGCORP LEIT 4004 SOLAR CONTROLLER w/MCOLXS COLUMN, ENCL 400 ENCLOSURE, LEIT KEY, RAIN SENSOR INSTALL AS PER DETAIL --- PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 315 2"AND LARGER INSTALL AS PER DETAIL PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER,CLASS 315 2"AND LARGER INSTALL AS PER DETAIL PACIFIC PLASTICS SLEEVING SCHEDULE TWICE PiPE/WIRE SIZE BUNDLE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 315 2"AND LARGER INSTALL AS PER DETAIL. PACIFIC PLASTICS CLASS 315 PiPE FOR DRIP IRRIGATION '� " - Manteri�y Ave. These plans have been reviewed by to Coact>ata Vaisy water District h EMITTER SCHEDULE STATION NUMBED Shcl Ln accordance with Water Code Title 7,Division 1,Civow 3,Amide 10.8, QTY PLANT MATRIAL EMITTER TYPE Section 65597 at seq.requiring efficient landscape and'rrigoon design in � L APPROVED BY cooperation with the local governing agency(City or County). 1 Small Shrubs/Cactus/Ground Cover RAIN BIRD XB-T-10-PC 1.0 GPH 24 'Approval of this drawing by CVWD staff does not oonstible approval b 1 Large Shrubs RAIN BIRD XI3-T-20-PC 2.0 GPH 6 VALVE GPM :E � encroach into district and USER Rights-of-Way. Trees,ptanb,wails,and VALVE SIZE-- 1„ 1 , ;'� /� �7 „�• permanent structures of any kind may not be plarrled or instesed in CvwD 4 and USBR easements or right y without fist obtaining an D INDICATES DRIP ZONE VALVE---- D Ili and of Public Works RCE 7989 encroachmentpemutfrom DRIP IRRIGATION LATERAL PIPE SIZING CHART City of Palm Desert EXP - 06/30/08 CONTRACTOR TO VERIFY PRIOR TO INSTALLATION C0 GPM PIPE SIZE >w 0-5 1/2"CLASS 315 PLASTIC PIPE Q K r Av APPROVED BY: DA ` D� 5-9 3/4"CLASS 315 PLASTIC PIPE WATER MANAGEMENT SU R g+ 1"CLASS 315 PLASTIC PIPE CVWD PLAN //` LOPMEIvr SERVICES SUPERVISOR SEE SHEET .1 FOR CITY OF PALM DESERT' AND CVWD IRRIGATION CALCULATIONS y of Ran o MlrC1 ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d V CAPE PREPARED FOR: BENCH MARK: trq p DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAwN�ic �- UNDERGROUND SERVICE ALERT GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION COPT{RACTOR Witt.BE REQUIRED TO ASSUME SOU:AND �`�¢ c` ' r s �`' �'oy C�$Ve#opr»ent 1-�@Si�B C4t1Sll�i�"I' Inc. FORE COMPLETE RESPONSIINLR FOR THE JOB SITE CONTMTIONS DURING THE COURSE OF CONSiRUCIIONOF THE PROJECT, INCWDING �� g CiW1 FngInearing " Land Surveying . Land Plannin LOCATION: NO. 155 RC YO SAFM OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE M APPLY CONTINUOUSLY AND NOT Call: TOLL FREE AND CONSRUCTON CONTRACTOR FURTHER AGREES M DEFEND, INDEMNIFY AND HOLD ��oa ; Bc: ZOCNESTER AVENUE, SUITE 4C » UMTlED TG NORMAL WORi9NG HOURS, ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-524f 2.5 BRONZE DISK STAMPED LS 4146 BM Landscape Irrigation Plan L1.0 vP c DESIGN PROFESSIONN.HARMLESS FROM ANY AND AU,LIABILITY, REAL OF ALLEGED. iN CONNECTION WiTH THE PERFORMANCE OF w 1 --8 O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL � ER D TOP OF CURB, NORTH SIDE OF DRAM BY: G 1HE EXISTME AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OWMNED BY A GERALD FORD DR. AT THE EAST B.G.R. ['ESERT GATEWAY 2 2 - 2 V OO SEARCH of AVA1LAM RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTIUTIES EXCEPT THOSE SHOWN PREPARED BY: EAST ON MONTEREY AVE. 2.0' E'LY OF DA ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAIJTI(MNSRY MEASURES TO PROTECT THE UTILITIES SHOWM, P.P. 01-30 SHEET 2 AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. : 910N"" CUMMINGS C U R L E Y e A S S 0 C I A T E S, INC B.C.R. TWO WORKING DAYS UNAUTHORIZED CHANGES USES; cDNSTRucnoN CONTRACTOR AGREES THAT ill ACCORDANCE WITH a 12.31.07 L " ' • ^ T ,z a r a CHECKED BY: ® SOUTH EAST CORNER OF 778 EAST GREEN$T1iEET,:3UtFE 240,PA9A4f NA,CAURowNIA 9 1101 O F BEFORE YOU DIG e .n^h ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DiNAH SHORE DRIVE GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND . s� �P TY3.626,583.8182M COMPLETE RESPONSBILTTY FOR THE JOB SITE CONDITIONS DURK THE COURSE OF CONSTRUCTiOHOF THE PROJECT, INCLUDING qT cA ase� Az�o oo ur 377zOA NM 31 E Nv aye cu,�s a i rw �o RC W.O. U01-230 FOR: xX F.B. XX 11 SHEETS I (... l n Pedestal Mount Irri ation Controller loomp E/11 i F- 2M EXISTING CVWD MAIN ABANDONED AS PER CVWD — — — — — — — — — — — — — — —— — — REFER TO CIVIL PLANS 1 n _ Y — — __ 0 n. 14- - MONTFR"kFY AVEEN �.�,.. G G G -____.. ._.. 4qc�p—emoundl ng G `�" G G S —"—"— s —""""' �' ' S —""'�"' s +18" Landscape Mounding 1 A �� J3A not to Exceed 3:1 12"0 6.$ not to Exceed 3:1 1-1/4" 1" D / _". i r ; t , '\ J U \ } i • f � _ } WATER BUDGET CALCULATIONS: City of akn �rt ESTIMATED WATER USE FOR DESERT GATEWAY ETo (ZONE 4) 93,9" FRONTAGE WEIt+@l'Ca•I€cluliMilo t Chart LAWN-Square Feet = 0 sq.ft TREES/SHRUBS/GC Square Feet = 21,837 sq.ft. TOATAL LANDSCAPE Square Feet - 21,837 sq.ft l�lixlrTrturo Wa#er Alfitw8ttce tIi11VYAt LOW CATEGORY TREES/SHRUBSiGC Square Feet = 16,330 sq.ft ww Avg MODERATE CATEGORY TREES/SHRUBS/GC Square Feet - 5,507 sq.ft ESTIMATED ANNUAL APPLIED WATER USE .'square Foatade�CarculttMttse Low Water Hydroame EAAWU-93.9 x.2 x 16330 x.62/748/.90 a Trra$Shrub Sgwm%W 1 282 CCF per Year Tur4$quira raac, a Moderate Water H on Tnarr sgu5rro Nsaa Gntaktterwrdler p ydr"pz e Tarprt W�traaiwo$grmaa fpo♦Atgrr EAAWU a93.9x.5x5W7x.62/748/,90= Tapir t.rra,dtrur,ar 6q wte ra € 230 CCF perYear ' Project Toter EAAWU- or4 No: Vaster , Tortel on"r,Wor,I840ra 820 CCF per Year Feder SQ•-1t 0,02 7' 11014A 1 5 04 a.:9, tt 4.p2' 749 2 ed 0 8 tt d 74a q MAXIMUM ANNUAL APPLIED WATER USE 7 a,s' a a, 7 a MAAWU-93.9 x.6 x 21837 x.62/748 so c,a a. 740 1,019 CCF per Yew 4 o' 2183 a` 74 94fybGST4 This Projecre EAAWU is less than the MAAWU WATER CONSERV�}TIQN CCQNCEPT STAT,,— EMENT 91 .�9 Project Site:City of Palm Desert,California Parcel#: Tool Number of plants �"'-`I Project Location:Monterey Road Median Between Dinah Shore Drive and 35th Street 3t } TINR Landscape Architect:Robert Curley,Cummings Curley and Associates LOW '� asses 1.27'N Submitted with this Project: Lovn'mw Wd b9- , 0,39 t b81A,3gg 1.Maximum Annual Applied Water Allowance: Mad S 0.000 Oggp Conventional Landscape:1,019 CCF/Year r ah 0'0W axxta LCW Trveg 12 O.W 90.2u 2.Estimated Annual Applied Water Use by Hydrozone IRRIGATION LEGEND Lal~>rl 0.000 0.000 Low Plant 14ydrozones:282 CCF/Year Mad Tines a0m R:o00 Azad Tree 0•at17 0,0W Moderate Plant Hydrozones:238 CCF/Year SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. COMMENTS ihTreee o:aea t316:418 Estimated Annual Applied Water Use:520 CCF/Year TOW 3.EATAWU(250)<MAAWA(1019) RAIN BIRD BUBBLER 1402 BUBBLER 30 0.50 n/a INSTALL AS PER DETAIL Imo . 4.Landscape Design plan 61 METER/POC AS SPECIFIED BY CVWD-APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY - �►� snr s.Irrigation Design plan A 1e 4 t1,A, to?? 1. 1 Loweb" ti"wr xwtre Em Pt'xi &. �-nrnarxrt,wtars kvmwco Dascription of Project: 1" RP BACKFLOW BAGKFLOW DEVICE INSTALLED BY CVWD INSTALL AS PER DETAIL u�,na Fazto n OV 749 ,na This landscape design groups plants with similar water needs together The Irrigation system is designed to 9 RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE w/PRD-S and LEMA 1521 S REMOTE ACTUATOR(DIGCORP) INSTALL AS PER DETAIL * .% 02 12778, , e w raa 9 efttclw#y irrigate all zones through the use of pressure comps bblers and drip Irrigation sy a. v $$1.2f a:2 12a776.S n.c ru a.3 t •r `V RAIN BIRD RAiN BIRD XCZ-100-B-COM w/LEMA 1521 S REMOTE ACTUATOR(DIGCORP) INSTALL AS PER DETAIL w�Y loll0•2 I G a. ® RAIN BIRD FLUSH VALVE AS PER DETAILS INSTALL AS PER DETAIL "aL Planurrl n 8 ba TAW. .Eft. A► i Date:September 16,2005 Preps HAMMOND 8301 BRASS FULL PORT BALL VALVE INSTALL AS PER DETAIL 4 44n4 ® RAIN BIRD 44NP QUICK COUPLER VALVE INSTALL AS PER DETAILIOUr t=tom '" ' laru Faihr r CG:. 7.aa tn,l� Nta)�sr Uut �--�" 'i �., a 14... C"E2 re. a•� 1�.', O � GV 40 ` ,. Q gin DIGCORP LEIT 4004 SOLAR CONTROLLER w/MCOLXS COLUMN, ENCL 400 ENCLOSURE, LEIT KEY, RAIN SENSOR INSTALL AS PER DETAIL .mar a;<.�s+ as t3B14. �� -- PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 315 2"AND LARGER INSTALL AS PER DETAIL to A o ' °' ee,4. k.',. PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 315 2"AND LARGER INSTALL AS PER DETAIL leas- PACIFIC i PLASTICS SLEEVING SCHEDULE TWICE PIPENVIRE SIZE BUNDLE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 315 2"AND LARGER INSTALL AS PER DETAIL Ir: n: eft Am ►r,t — PACIFIC PLASTICS CLASS 315 PIPE FOR DRIP IRRIGATION ■rButuDrl A" k" 0" a Lavrrr sraury ZorW E,n agrt ftm4 r. c emv r Edlmatam by afty Wailer District in EMITTER SCHEDULE STATION NUMBER a �""' ' L� t *"�'UN These��have been revi�wlsd 8v • �20 92e,2�4 eAa accordance with Water Code Tile 7,Division 1,Chapter 3.Azbde r 1$ a. •2e4 sax ,i: sea• requiring eftiasrtt Landscape artd irr;gation ,design in �r.vmmr 9S: 0.28:. a�, a� o• 'U. Section 65597 et QTY PLANT MATRIAL EMITTER TYPE - w APPROVED BY• � • n 1 Small Shrubs/Cactus/Ground Cover RAIN BIRD XB-T-10 PC 1.0 GPH 24A Cooperatio with the local gover*1 1 Large Shrubs RAIN BIRD XB-T-2Q-PC 2.0 GPH (City« ry)' to p rr n mT 2arra M `Approval of this d Ej,$ VALVE GPM 3 4 +� to w T e encroach into di and USSR ' start does not constitute VALVE SIZE1r1 $min �a1R,m "Jan, V" ro�� ,ten Rtghts-oaf Way. Trees.pf�s,wads,and ' ynun Fred" r. aos Taos "ra a� �y ru Permanent Structures of any kind may not be garbed or iristatled in CVWD 'D' INDICATES DRIP ZONE VALVE D and USSR easements or right-of-way w9tttot�t fist otning an DRIP IRRIGATION LATERAL PIPE SIZING CHART r PIN D,d 131,841 04, � �,: Director of Public � arks yt-uriar 3s. a rat t 602 R 57989 encroachment from CONTRACTOR TO VERIFY PRIOR TO INSTALLATION ca. i� City of Palm Desert EX/— 06/30/08 GPM PIPE SIZE 0-5 1/2"CLASS 315 PLASTIC PIPE Total Tres And tSt1,rub BIA4.36 APPROVED BY- 5-9 3/4"CLASS 315 PLASTIC PIPE Te+Ia11 iEs�tld SIYrRt�er �tµ,� DATE WA R MANAG E UPE 9+ 1"CLASS 315 PLASTIC PIPE //ia�/ G cvwD PLAN 0 �72� D LOPMENT SERVICES SUPERVISOR Ci y of Rancho Mirage ENGINEER'S NOTE TO CONTRACTOR: Cowmcnoii cONTRAcm AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d �ANDSCgp PREPARED FOR UNDERGROUND SERVICE ALERTGENERALLYREDASSUME .y BENCH MARK: COMRLEi£RESPONSIBILITYE�SITE CONDITIONS DURING THE OF CDNSIRUCTIOONOFF THE PROJECT, INCLUDING `��4 Curley Mo�Q i DESIGNED BY: APPROVED BY.- FORE DRAiMNG NO. ACCEPIM CONSTRUCTION YALL BE ADev� t Resource Ccun� Inc. CITY OF PALM DESERT 9 YO SAFEfi'OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL.BE MADE TO APPLY CONTINUOUSLY AND NOT BE � w � Civil Engineering Land Surveying . Land Pienning LOCATION: NO. 155 RC o Gp Call: TOLL FREE LIMITED TO Ni AK NwING HOURS,AND CONSRUCTION CONTRACTOR FURTHER AGREES M DEFEND, INDEMNIN AND HOLD � s � i 800 S. ROCHESTER AVENUE, SUITE 4C n — o� DESN;*1 PROFESSIONAL HWLESS FROM MY AND ALL LIABILITY,FlEAL OF ALLEGED. IN CONNECIION WITH THE POWOWNCE OF � w � ONTARiO, CA 91761 (909) 230-5241, FAX (909) 230-5246 2.5 BRONZE DISK STAMPED LS 4146 BM Landscape Irrigation Pian 1 --8 O© WORK ON THIS PROJECT, EXCEPTING UABiU Y ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL 1987 iN TOP OF CURB. NORTH SIDE OF DRAWN BY: Lt1 GG THE 17S ENCE#0 LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE AM WERE OBTAINED BY A GERALD FORD DR. AT THE EAST B.C.R. �SERT GATEWAY 2 2 7--2 V OO SEWH OF AW AtS.£.£RECORDS. TO THE 857 of OUR 01OWILEUOE,THERE ARE NO EXISTING UIILMES EXCEPT ME SHOWN PREPARED BY: EAST ON MONTEREY AVE. 2.0' E'LY OF DA ^ ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECWnONSW NEASURFS TO PROTECT THE UDLMES SHOWN, TWO WORKING DAYS AND Is RESPONSIBLE FOR THE PROTECTION OF, ATE ANY DAMAGE TO THESE LINES OR sTRUCTURES. "1 C U M id I G S C U R L E Y A11 A S S 4 C i A T E S, L N G B.C.R. P.P. L1— SHEET 3 - T ; I.. A N P S C A W E A R c H 1 T 9 C T O BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCnON CONTRACTOR AGREES THAT IN ACCORDANCE WITH -31-07 ,., 776EAarGR aN ET,SuiTE 240,PAeAreNA,CAurmlA 9i I o I CHECKED BY: O SOUTH EAST CORNER OF GENERALLY ACCEPTED CONSTRUCTION PRCKES, WNSIRUCTION CONTRACTOR WILL BE REQUIRED To ASSUME SOLE AND sT e�'0A'n �P 'Tat,.6215,683.8182 ELEV.: 316.435 (NGVD29 OF COMPLETE RESPONSIBILITY FOR THE JOB SRE CONDMONS DURING THE COURSE OF 0ONMC110NOF THE PROJECT, INCLUDING qT � � eA 3sa3 Az 301 O0 ur 377eo4 NM 312 Nv ors CLAR5 314 ` � RC MONTEREY AVENUE AND DINAR SHORE DRIVE W.O. uo,-2ao FOR: xx F.B. xx 11 SHEETS l -Er r E ,. E E O/H 1E W +24"Landsc ape Mounding not to Exceed 3:1 ffff - G - G __.___ ___�_ _____ G G --- ---- G ---- w O I i IRRIGATION LEGEND I SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. CQMMENTS E E RAIN BIRD BU88LER 1402 BUBBLER 30 0.50 n/a Uj INSTALL AS PER DETAIL AS SPECIFIED BY CVWD-APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY _ --------- --_.- - -------1" RP BACKFLOW BACKFLOW DEVICE INSTALLED BY CVWD � RAIN BIRD INSTALL AS PER DETAIL , GB SERIES ELECTRIC REMOTE CONTROL VALVE w/PRO-S and LEMA 1521 S REMOTE ACTUATOR(DIGCORP) INSTALL AS PER DETAIL ►� RAIN.BIRD:. .... �. RAIN BIRD XCZ-100-B-COM w/LEMA 1521S REMOTE ACTUATOR(DIGCORP) EE RAIN BIRD FLUSH VALVE AS PER DETAILS INSTALL AS PER DETAIL N HAMMOND 8301 BRASS FULL PORT BALL VALVE INSTALL AS PER DETAIL � RAIN BIRD 44NP QUICK COUPLER VALVE INSTALL AS PER DETAIL M (0)" NTEREYA AVENUE DIGC INSTALL A _S PER DETAIL ORP � — - - - — - --- - - LE1T 4004 SOLAR CONTROLLER w/MCOLXS COLUMN, ENCL 400 ENCLOSURE, LE#T KEY, RAIN SENSOR INSTALL AS PER DETAIL I � PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 315 2"AND LARGER PACIFIC PLASTICS INSTALL AS PER DETAIL SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 315 2"AND LARGER — - _ _ INSTALL AS PER DETAI#. �---- ---._-------_.__.___.__ • r = = PACIFIC PLASTICS �. SLEEVING SCHEDULE TWICE PIPE/WIRE SIZE BUNDLE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 345 2"AND LARGER PACIFIC PLASTICS CLASS 315 PIPE FOR DRIP IRRIGATION INSTALL AS PER DETAIL EMITTER SCHEDULE QTY PLANT MATRIAL STATION NUMBER EMITTER TYPE 1 Small Shrubs/Cactus/Ground Cover RAIN BIRD XB-T-10-PC 1.0 GPM 1 Large Shrubs RAIN BIRD XB-T-20-PC 2.0 GPH 24 VANE SlZ 6'$ VALVE GPM — G DRIP IRRIGATION LATERAL PIPE SIZING CHART 'D' INDICATES DRIP ZONE VALV ____�_' ----- ---- CONTRACTOR TO VERIFY PRIOR TO INSTALLATION G GPM PIPE SIZE 0-5 1/2"CLASS 315 PLASTIC PIPE 5-9 3/4"CLASS 315 PLASTIC PIPE ._..____..._.._ ; 9* 1"CLASS 315 PLASTIC PIPE UJI sCB r ■ w 0 10 20 40 FT. CVWD SIGNATURE BL C C AREAS, Plans a reviewed the Coachefa Valley Water District lin accordance with Water Code True 7,Division 1,Chapter 3,Artide 10.8, Section 65597 at seq.requiring efftient lope ad in APPROVED B cooperation with the local governing agency(City or County). 'APProvaT of this drawing by CVWD stalf does not oonatitute apprMal 10 encroach into distract and USBR Rights-of-Way. Trees,per,wait,and 4R � Permanentstructures of any kind may not be Planted or instated in CVWD and USER easements or right first Director of Desblic Works 989 encroachment permit from C obtaining an City of Palm Desert EXP - 06/30/08 i APPROVED BY: —LollI �� W ER MANAGEMENT PERVI CVWD PLAN 0 �/ 2v D` D LOPMENT SERVICES SUPERVISOR NO. DA E Ity of Ranc a Mirage ENGINEER'S NOTE TO CONTRACTOR: CONSTTTUCTItNt cNnwteTQR ac;ReEs TTTAT IN ACCORDANCE wmT REVISI 5 UNDERGROUND SERVICE ALERT GENI7TAI.LY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCDON CONARACTOR WILL BE REQUIRED TO ASSUME sME AND A DSCgp PREPARED FOR. ,rFOR y COMPLETE RESPONSIKff MR THE JOB StIE CONOITMNS DURING THE COURSE OF CONSIRUCiIONOF THE PROJECT INCLUDING ur I®y no"l'ey. BENCH MARK: QG SAFETY OF ALL PERSONS AND PROPERLY, THAT THIS REQUONTRII T Sb R BE MADE TO APPLY CON, IND LY AND NOT LE ADevelopment Resource 0 �� DESIGNED BY: APPROVED BY- LIMITED Call: TOLL FREE a , LIMITED TO NORMAL WORKING HOURS,AND CONSRUCTKIN CONTRACTT)R FURTHER AGREES TO DEFEND, INDE7JNIFY AND HOLD tii "'�� Civil £ngtnerering iarrd SurVeyirug Lrand PtanroMq -4CATI4N: N(). 1JJ CITY OF PAS. LM DESERT DRAWING N0. C.7 O DESIGN PROFESSIONAL,HARMLESS FROM ANY AND a LIABILDY, REAL•OF ALLEGED. IN CONNECTION WITH THE PERF4RAIANCE OF [� o �/ C10 E ROCHESTER AVENUE, SUITE 4C RC C.7 THEt EON THIS PROJECT, EXCEPTING LIABIER3R UN ARISING tOR S THE SOLE NEGLIGENCE O> DESIGN DRAINED BY A W "' ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 2•5" BRONZE DISK STAMPED I_S 414 THx EXISTENCE AND LOCATWN OF ANY UNDERGROUND UIIlJTIES OR uTRUC1URE5 SHOWN IN THESE PLANS WERE OBTNNED BY A Landscape a n�c^' Q 2 2 7-•-2 6OO SF�O OF ANLADLE RECORDS. TO THE 80 OF OUR TWO MOE,THERE ARE No EXts`HNG UTWEs mEPT THOSE sHOWN 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: p -i Irrigation Plan ON THESE FLAWS. THE CgNTRACTOR IS REQUIRED TO TAKE ALL PRF�WnOWN MECURES TO PROTECT THE UTNlitES SHOWN, GERALD FORD DR. AT THE EAST B.C.R. TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE To THESE LINES OR STRUCTURES. PREPARED BY: EAST ON MONT£REY AVE. 2.0 E LY OF DESERT GAT UNAUTHORIZED CHANGES & USES: CONSTRUCTION COTtiRACTOR AGREES THAT IN MxORDlWCE wlrH N"'� C U M M I N 0 S C U R L E Y AND A S S 0 C I A T E S INC B.C.R. DA GATEWAY BEFORE YOU DIG - GENERALLY ACCEPTED CONSTRUCTION PRACTICES, Ci9TV51RlJCTTOM CONTTtACTOR WILL BE REQUIRED TO ASSUME SOLE AND 2^3I-Q7 N`ra t;� L A N 0 a C A R !{ R e H I T ac C T Y �� 0�_ SHE 1 COMPLETE FOR 1TTE JOB SITE CANDRIONS DURING THE COIitTSE OF ODi�';TRUCiIUNOF THE PROJECT, INCLUDING on, 776 Easy Gies Sneer,$uITE 240,P4gApE�#A,CAtarowr�aa 91 i O I 0 Tee.62e,663.8182 ELEV.: 316.435 (NGVD29) CHECKED BY: O SOUTH EAST CORNER OF CA 3583 AZ 3C 100 UT 377204 NM 31 2 NV 578 CLAM 31 Q RC MONTEREY AVENUE AND DINAH SHORE DRIVE OF W.O. U01-230 1 FOR: XX F.B. XX S _ TJ c CT 1 7, E/ _ 4 �- Lamo I .T_ . � � f__ / @36_._� _._.._.._. .-__._.__ .____ � , . 3 6 } I Cepr EncGr j f `. 6"Concrete Header-Sae Details ° °< ° d ° d I i 9 (typ sym) a "'. ...++.. • ° I I ` Agbp U ° d a , ° ° 0 di 4. 6, 4. �•., � v o- i o ° D �. o ° o .;. ': �Jo o o o o o "� �R.�A• o 4 9 e ° d _ - ° ° a - e ° d ° x ° Contractor to install required \\\ e ° ° waft W conduit for median II'ghting -.-_.--- l \ (Refer to Separate Electical and Lighting Plans) Y G '"^^� +.+.�.,. ..°..-....,... .-...__..,- G ,.�.*..�..... ....�� ± +_Tr T Eands pe undifl�r- "- _.., -�. � ------- ± G G not o weed 3:1 - Mee ` S w i + I ± � _ E _.... - - r.. k... - 1 i , + ca Nauman 3 6 ` 6"Concrete Header-See Details Agbo Agbo �- (typ sym) >07 DECOMPOSED GRANITE NOTES. 4. .° a G ° V" i LU DECOMPOSED GRANITE D.G. - INSTALL A 2" MiN.LAYER OF 'Desert Gold' 11%o FINES DECOMPOSED GRANITE CONTINUOUS IN ALL PLANTERS UNDER k °d' ° \\ ALL TREES AND SHRUBS AS INDICATED. AVAILABLE THROUGH SOUTHWEST BOULDER & STONE (760)751-3333. BEFORE -i ------ __----_-_ _ __ _ _-.__.__ _ . _ _- _, __-_-- __ -__ .._.- _.- _._ - -. - -_ .- PLACING GRANITE, COMPACT SUB-GRADE TO 85/o AND - -- - APPLY A PRE-EMERGENT HERBICIDE TO SOIL. AFTER �jjma PLACING GRANITE: RAKE SMOOTH, WET TO ENTIRE DEPTH, G ALLOW TO DRY, THEN LIGHTLY SCARIFY SURFACE WITH '� Ce G --t-- G i A LEAF RAKE. APPLY A SECONDARY APPLICATION OF � `I� � �� _w____,. � �ry -1-- G S __�__. S _ .__ ._...._.. S S _•-____ S PRE-EMERGENT HERBICIDE TO TOP OF GRANITE. KEEP �-�-� --+- -i; S TOP OF GRANITE 1" BELOW ADJACENT WALKS AND CURBS. I Q DO NOT ALLOW GRANITE TO TOUCH THE TRUNK OF ANY PLANT. INSTALL AFTER INSTALLATION OF PLANT MATERIAL MAKING NOTE OF PLANT HEIGHT SO THEY ARE NOT BURNED BY D.G.. ---- -- - - _ __.-.__ .. . __.. _.__. __..._� ______ _ ___ ___ ..____ __.- - _ _. _ .. ___.. _-_.____. ___._ _._ _____.__ _____._.. _.__ - _w_____ ___.____ _.____ _r____ E _ _ I �_ E U PLANTING LEGEND � � ,'' ,i� " � i 13. in all cases Root Bound trees wig not beoept�ed. r/ TREES and PALMS GEN L PLANJ NG NOTES � � t I i r 1. Installer shad be responsible for makin himself familiar with all underground utilities es 14.Ali Washingtonia Palms shall be as per the brown trunk height(BT)indicated on the planting Scientific Name Common Name Code Planting Water Useg '•' , pip plan and legend. and structures. Installer shall take sole responsibility for an cost incurred due to damage of said Cercidium 'Desert Museum' Hybrid Palo Verde Cepr 24" Box Single Trunk LOW 0,2 utilities. y LOW-Branching 15. Brown Trunk Height"BT"shall mean as measured from the ground line to the base of the 2. installer shall not willfully proceed with construction as designed when it is obvious that heart leaf. Washingtonia filifera California Fan Palm Waft Reuse existing palms HiGH 0.8 unknown obstructions and/or grade differences exist that may not have been known during removed b Sierra Landscape 16. All Palms must be certified to be free of"Verticylium Wilt"and"Black Diamond"disease. All new required shall be design' Written documentation must be provided prior to planting. 12' Brown Trunk Skinned .. 3. Installer shall have sails tested by a qualified agronomy laboratory prior to start of grading and 17. No trees are to be planted within or above site site storm drain pipes, swales or retention to $ in heiight. installation. Materials and mixing of soil amendments,fertilizers, and back fill for planting its SHRUBS, GROUND COVERS, and CACTI g � p basins. 3� r � �, Existing Palms shall be skinned to match shall be in accordance with recommendations of the soils agronomy report. W Agave bovicornuta Cowshorn Agave Agbo 5-Gal @ 36" O.C. LOW 0.2 4. All plant material shall be approved prior to Installation. Bougainvillea 'La Jolla' La Jolla Bougainvillea BouLJ 1-Gal @ 72" O.C. MOD 0.5 7%m7w", 5. Final location of all plant material shall be as shown on plan. AWA Caesalpinia pulcherrima Dwarf poinciana Capu 5-Gal a@ 84" O.C. LOW 0.2 0 10 20 40 FT. 0 Echlnocactus grusonli Golden Barrel Cactus EncGr 5-Gal @ 36" O.C. LOW 0.2 s. see details far staking method and plant pit dimensions. O 7. If conflicts arise between size of areas sand plans, Installer to contact City of Palm Desert(760) Lantana 'New Gold' Lantana Lamo 1-Gal G 72"' O.C. MOD 0.5 346.0611 for resolution. Failure to make such conflicts known to the City of Palm Desert will ,Gp► ,� result in Installer's liability to relocate the materials. Tt,ese plans►,acre been reviewed by me coacr►e+�a vaisy wa�.r as�;a r, tZy Hesperaloe parviflora Red yucca Hepa 5-Gal a@ 60 O.C. LOW 0.2 �4 accordance with Water Code Tide 7,DivWon 1,c 3.A►tide 10.8, 8. All ground covers to be held back 36"from edge of new shrubs typical and 36"from back of section e5597 at seq.requiring efficient landscape and irrValtion desw in Boulder 3-5 0 La Cresta Boulder- Southwest Boulder and Stone curbs or edge of walks. APPROVED Y. cooperation with the local goversng agency(city or c w4). Approval of this drawing by CVWD staff does not consmAe approval 10 Q " o encroach into district and USSR Rot -of-Way. Trees,per.wails,and Decomposed Granite Desert Gold 3/8 minus 11 /c fines - Southwest Boulder& Stone 9. Ground covers shall be triangularly spaced. 0 • Wetted/Rolled to a Compacted Depth of 2" 1112716 b �$t�m of my k"'d may not be plarr6ed or instefled�,cvvuD and USER easements or right y withoA fist obtaining an Angular Cobble 4-6"O Angular Granite Cobble Stet in Mortar- See Installation Details 10. Tres shall be located minimum 5'from walls, overhead,walks, headers within the project, Director of Public Works CE 57989 encroachment pest from Color to existing median to the south - Cobble MUST be approved by the City of Palm Desert unless otherwise shown. City of Palm Desert EXP - 06/30/08 Boulder Note: prior to installation. APPROVED BY: D(� 71 Median boulders shall not be placed any closer than 6' from edge of curbs and shall be buried 11. All planting areas to be top dressed with "final layer of compacted decomposed granite. �� TER MANAGEMENT SUPERVI within 9"-12" of finished grade. Boulders must have desert varnish or treated to exhibit varnish 12. Remove stakes and trellis from vines and espaliers and secure to walls,fences and posts as characteristics. per detail CVWD PLAN e A_4P D OPMENT CES sUPERvISOR No Trees Willbe Planted Within CVWD Easments or Rights-of-Way Cit of Roncho rage No. DATE. REVISIONS A L;p,NpsCAa _ ENGINEERS NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE wnH _ © F PRSPARED FOR: BENCH MARK: 1 �+ },, DESIGNED E3Y: AAPROVED BY: CITY OF PALM DESERT DRAVMNG NO. UNDERGROUND SERVICE ALERT GI]tlsJUdJ.Y AGCEPIfD CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND ��'� i ey H '��y D�i�I�i#(��I�r�t R�iSO�,II�C�r V�CI��I�I��tS �C. COMPLETE RESPONSIBIU Y FOR THE JOB SITE CQNDIatWVS DURING THE COURSE OF CONStRUCiIONOF THE PROJECT, INCLUDING �� ° , JLCOD LOCATION: NO. 15J FORE y SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REWREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE � �, �� stall Engtnaering Lund Surveying Land PK�,insl R c Call: TOLL FREE LIMITED TO NORMN.WORKING HOURS,AND CONSRUCTiON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY'AND HOLD ' cr / 800 S. ROCHESTER AVENUE, SUITE 40 " Landscape Planting Plan VP DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABILPY,REAL OF ALLEM. IN CONNECTION WITH THE PERFORMANCE OF ° � ONTARIO, CA 91761 (909) 230-5241. FAX (909) 230-5246 2.5 BRONZE DISK STAMPED LS 4146 BM -- p g �0 1 --8 O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SNM IN THESE PLANS WERE OBTAINED BY A GERALD FORD DR. AT THE EAST B.C.R. IESERT GATEWAY 2 2 7-2 :0 O swo OF AvALABLE RECORDS. TD THE am OF OUR�,"'RE ARE No Exwm m nES Ex m THOSE sH m PREPARED BY: EAST ON MONTEREY AVE. 2.0 E LY OF A �� SHEET E�T 5 ON THESE PLANS, THE CONTRACTOR IS RrEQUIRED M TAKE ALL P%1AIITIfNfSItY MEASURES TO PROTECT THE UTILITIES SHOWN, TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURE'S, C U M M I NOS C U R L E Y mo A S S O C I A T ES, INC B.C.R. . 01-30 x F*t �.,, A A D O G A P a ARCH I T NI G 9' 1 CHECKED BY: O SOUTH EAST CORNER OF C BEFORE You DIG UNAUTHORIZED CHANGES & USES: CONTIONC ONT CONTRACTOR AGREES THAT IN ACCORDANCE AND EZ131 7 �, �� 778 EAST f>mr�5 er,3viTe F4C3 Pt, aa,Caurs+�ln 91 101 ELT:V.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE O r GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND d+� �P Te.Gb5-683,8162 - `.y ` (A 3a$3 Az 30100 ur 377204 MM a 1 a My®:e e.6AR4 a I9 RC W.O. U01-23o FOR: XX F.B. XX �{ � SHEETS COMPLETE RESPONSIBIU Y FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSiRUC IONOJ THE PROJECT, INCLUDING q p Q t� r f v f �A LY I+ n M E- E �Y ---.-- , 3 60" \ soul ExlsTlt+tG C'F�Wfl N �'t, ABANDONED AS P JR C o EncGr " REFER TO CIVIL ANS 3 2 4$" 4 3 6 Concrete Header-See Details g . BouLJ Bowl Hepa BouLJ (typ sm) AAbo Agbo Lamo ., a. ,4 4 e 4 -. p 4. ° _. a•+f w! o.. ., .. ._.. a � ° _ _ 4 n � ' 16 3 ir►icGr Capu 3 5 3 2 3 Cepr VVafi Lamo 6"Concrete Header-See Details _ _ ba Waft BouLJ MONTERty I 8"Landscape Mounding S ---�- S S --^~-~- S +18" Lan ccape Mounding %' not to Exceed 3:1 not to Exceed 3:1 2 ' l Waf r - --- - - _.. _ TT.. E E � - �4 _____.___-_.____.__._____w.._._-____.__ ._.-__...._____..-.. Qr e1411 E. _ E E 3 36 Hepa 5 +24"Landscape Mounding 2 48" 3 BouLJ not to Exceed 3:1 11 9 Bout Cepr 7 3 Lamo Agbo BoTJLJ cape . A .d p _ 4d 4 1. p _ .., -,,,M 4 ° p ' o. •p ° (ygw,j, 'Q . 4 Q _ . - 4 4 p d ___\ T 15 3 3 7 17 6 6 EncGr Capu 17 Agde Larne EncGr Wad Agbo EncGr 6 Lamo a NOTES- y.. DECOMPOSED GRANITE (D.G.) - INSTALL A 2" (MIN.) LAYER OF 'Desert Gold' 11% FINES DECOMPOSED GRANITE 1- _. - _.. -- _-_ �_ -------- __ _--- _ __ __.�._. --_-_ CONT-INUOUS-IN AL�-PL-AN ERS-UNBER - ALL TREES AND SHRUBS AS INDICATED. AVAILABLE THROUGH w SOUTHWEST BOULDER & STONE (760)751-3333. BEFORE PLACING GRANITE, COMPACT SUB-GRADE TO 85% AND APPLY A PRE-EMERGENT HERBICIDE TO SOIL. AFTER LANTING LEGEND PLACING GRANITE: RAKE SMOOTH, WET TO ENTIRE DEPTH, IREES and PALMS ALLOW TO DRY, THEN LIGHTLY SCARIFY SURFACE WITH Scientific Name Common Name Code Planting Size Water Use GENERAL PLANTING NOTES 13. In all cases"Root Bound"trees will not be accepted. A LEAF RAKE. APPLY A SECONDARY APPLICATION OF PRE-EMERGENT HERBICIDE TO TOP OF GRANITE. KEEP • Ce r 24" Box Single Trunk LOW 0.2 14.All Washin tonia balms shall be as r 1" BELOW Desert Museum Hybrid Palo Verde p 9 1. Installer shalt be responsible for making himself familiar with all underground utilities, pipes '� per the brown trunk height(BT)indicated on the planting TOP OF GRANITE 1 BELOW ADJACENT WALKS AND CURBS. Low-Branching and structures. installer shall take sole responsibility for any cost incurred due to damage of said plan and legend. DO NOT ALLOW GRANITE TO TOUCH THE TRUNK OF ANY Washingtonia filifera California Fan Palm Wafl Reuse existing palms HIGH 0.8 utilities. 15. Brown Trunk Height"BT"shall mean as measured from the ground line to the base of the PLANT. INSTALL AFTER INSTALLATION OF PLANT MATERIAL removed by Sierra Landscape t leaf. Al! new required shall be 2. Installer shall not willfully proceed with construction as designed when it is obvious that hear MAKING NOTE OF PLANT HEIGHT SO THEY ARE NOT BURIED BY D.G.. 12' Brown Trunk Skinned unknown obstructions andfor grade differences exist that may not have been known during 16. All Palms must be certified to be free of"Verticylium Wilt'and"Black Diamond"disease. SHRUBS, GROUND COVERS, andCACTI to 8' in helight. design. Written documentation must be provided prior to planting. Existing Palms shall be shinned to batch 3. Installer shall have solls tested b a qualified agronomy labor nor to start of grading and T a W y a g y �p g 17. No trees are to be planted within or above site site storm drain pipes, swafe;,s or retention Agave bovicornuta Cowshorn Agave Agbo 5-Gal @ 36" O.G. LOW 0.2 installation. Materials and mixing of soli amendrnents, fertilizers, and back fill for planting pits basins. shall be in accordance with recommendations of the soils agronomy report. Bougainvillea 'La Jolla' La Jolla Bougainvillea BouLJ 1-Gal @ 72" O.C. MOD 0.5 Caesalpinia pulcherrima Dwarf poinciana Capu 5-Gal @ 84" O.C. LOW 0.2 4• Ali plant material shah be approved prior to installation. 0 10 20 40 FT. { Echinocactus grusonii Golden Barrel Cactus EncGr 5-Gal @ 36" O.C. LOW 0.2 5. Final location of all plant material shall be as shown on plan. Lantana 'New Gold' Lantana Lamo 1-Gat @ 72" O.C. MOD 0.5 6. See details for stalling method and plant pit dimensions. Hesperaloe parviflora Red yucca Hepa 5-Gal @ 60" O.C. LOW 0.2 7. If conflicts arise between size of areas and plans, Installer to contact City of Palm Desert(760) 346.0611 for resolution. Failure to make such conflicts known to the City of Palm Desert will Boulder 3'-60 La Cresta Boulder- Southwest Boulder and Stone result in installer's liability to relocate the materials. mesa '�"°�f f ode rM �`�cO°�v"�'Waller°10.8, accordance with Water Code T'�7,Division 1,Chapter 3,Article 10.8, 8. Ali ground covers to be held back 36"from edge of new shrubs typical and 36"from back of Section 65597 at ma• +9 elsclent landscape and deaW in " Decomposed Granite Desert Gold 3/8" minus 11% fines - Southwest Boulder& Stone APPROVED BY: 000aeratior,wft the,ocal �y try or > � eser curbs or edge of wanks. Wetted/Rolled to a Compacted Depth of 2�� *Approval of this drawing by CV WD staff does nd coiHfrte appranral io 0 0° Angular Cobble 4-6"!?� Angular Granite Cobble Set in Mortar- See installation Details 9. Ground covers shall be iangularly spats encroach ir►to district and USER Rigtrts-of-Way. Trees,plar>ts,wa1s.and Z, permanent structures of my Wd may not be pie►ried or irwhidled in CVwfl ° Color to existing median to the south - Cobble MUST be approved by the City of Palm Desert /0 6 and USER ecsemerrts or right-aF without fist obtaini ng an Boulder Note: prior to installation. 10.Trees shall be located minimum 5'from walls, overhesid,walks, headers within the pra)ect, Director of Public Works RC ,57gg9 encroachment permit from Median boulders shall not be placed any closer than 6' from edge of curbs and shall be buried unless otherwise shown. City of Pala, Desert EXP - 06/30/08 within 9"-12" of finished grade. Boulders must have desert varnish or treated to exhibit varnish 11. All planting areas to be top dressed with 2"final layer of compacted decomposed granite. APPROVED BY: characteristics. IDATIf WA ER CEMENT S PERViSOR 12. Remove stakes and treills from vines and espaliers and secure to wails,fences and posts as No Trees Will be Planted Within CVWD Easments or Rights-of-Way per detail cvwD PLAN s ` ELOPMENT ERVnC,ES SUPERVISOR Ci of Ranch irage No. DATE R VI 14NS d 04 _St, PREPARED FOR: BENCH MARK: UNDERGROUND SERVICE ALERT ENGINEERS NOTE TO CONTRACTOR. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDiNCE WITH �a q DESIGNED BY: APPROVED BY- UNDERGROUND © //��,,,,,,,, �{�},,�� {,, CITY OF PALM DESERT DRAVAN� NO. GENERALLY ACCEPTED l tFO RTHE J PRACTICES, CONSTRUCTIONDINNE COURSE WILL 8E REQUIRED TO E ASSUME SOLE INQ ��' C i®y �V Rey Development Resom\✓�JTRv�I.IIT ntsDRC d, , Inc. LOCATION: NO. 155 COMRNETE RESPONSIBILITY FOR THE SITE DURING THE COURSE OF COHLSRRUCTIONOF THE PROJECT, INCLUDING i� civil Engineering • Land Surveying . Land Planning RC tFORE yap SAFO OF ALL PERSONS AND PROPERTY,TWiT THIS WAIRF]O f SNAII BE MADE TO APPLY CONi1NUOUSIY AND NOT R3E e Call: TOLL FREE uMREO To NOTtMAI WORKING HOURS,AND MX)HISRUC1a0W CONTRACTOR fURIHER A(QtE1S TO DEfEWQ, INLIEMNIFY AND HcuD u+ 800 S. RDCHEST£R AVENUE, SUITE 4C ++ Landscape Planting Plan 4� Dm PROFESBONAI.HARMLESS FROM ANY AND ALL LAIILTiI', REAL OF ALLEt;EQ. IN CONNECTION WITH THE PERFORMANCE OF ONTARIQ, CA 9t7B1 (9os) 230-5241, FAX {909) 230-5246 2.5 BRONZE DiSK STAMPED LS 4146 BM P 9 L2.1 1 -8Oo WORK ON THIS PROJECT, EXCEPTING UABIUTY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIQNAt, 1987 IN TOP OF CURB. NORTH SIDE OF DRAM' BY. THE fXE+TEHICE AND LOCATION of AM'UtROUNQ utiUnEs OR STRUCNRFS SNONM IN THESE PLANS WERE OBTAINED BY A _ GERALD FORD DR. AT THE EAST+B.C.R. DESERT GATEWAY 27._2 (� SEAW"OF AVMAJE RECORDS. TO THE REST OF OUR�,THERE ARE NO On" UTILITIES EXCEPT THOSE SHOW PREPARED BY: EAST ON MONTEREY AVE. 2.0 E LY OF DA Q ON THESE PLANS. THE M lWWTOR S REQUIRED TO TAKE All PREOAUAOHLSRY MEASURES TO PROTECr THE UTILfM SHOWN, �. O�30 SHEET 6 AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. '� a # � ' CUMMINGS C U R L E Y w A S S 0 C I A T ES INC B.C.R.B C R V TWO WORKING DAYS OR THAT IN R WITH 2.31 07 s �.: UNAUTHORIZED CHANGES & USES. CONSTRUCTION coNTW AGREES ACCORDANCE A M C r• „ A, � T T Q CHECKED BY: O SOUTH EAST CORNER OF BEFORE YOU DIG �� F; 776 EAsrGR�N rPle r,Sukre 240, .618ENA,Craarcwala 8t IOI ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE OF GENERAII,Y ACCEPTED CONSTRUCTWN PRACTICES, CONSTRUCTION CONTRACTOR WIU.BE REQUIRED TO ASSUME SOLE AND Sr �P '�` T�,.Ee2b,6S3.8182 .. CA 3"3 AZ 30100 VT 377104 NM 31 2 Nv e78 CWtB 31 D COMPLETE RESPONSIBILITY FOR THE JOB SiZE CONDifIONS DURING THE CO OF THE PROJECT, INCLUDING qTF �pR RC W.O. U01-230 1 FOR: XX F.B. XX 11 SHEETS `l Boui 0 1 EXISTING CVWD A►l i 1 `1. . /_9 ABANDONED AS R REFER TO CIVIL amo \`'• 3 a$" a $ 1 ncGr 6"Concrete Header-See Details 9 $ Bou1.Joui Hepa BouLJ (typ gym) ASS Agbo Lamo 44 -Al- a . {y�j, d 1�w d . M4 • DECOMPOSED GRANITE NOTES. -- ---- 16 3 DECOMPOSED GRANITE (D.G.) - INSTALL A 2" (MIN.) EncGr CNapu LAYER OF 'Desert Gold' 11% FINES DECOMPOSED GRANITE 3 CONTINUOUS IN ALL PLANTERS UNDER 6"Concrete Header-See Details 3 2 3 CeprNT" EY Wafi Lamo ------ G .. (typ.�ctx1) G .�..._ G be Wai•i Bouui JJ . ALL TREES AND SHRUBS AS INDICATED. AVAILABLE THROUGH S G s"Landscape Mounding "'`MMOHWEST- LDER-8t-STe E-(S0} 5"339. BEFORE- --- S S S +1$"Landscape Mounding not to Exceed 3:1 PLACING GRANITE, COMPACT SUB-GRADE TO 85% AND ORE- not to Exceed 3:1 APPLY A PRE-EMERGENT HERBICIDE TO SOIL. AFTER Wafi -_. ___ .__.. ,f ___-.- _. __._.. ..__ ____._._ ._ _ PLACING GRANITE: RAKE SMOOTH, WET TO ENTIRE DEPTH, Ij 1� _ __ _..___ _. _� - _ _ _ O CRY 1THETTL I� E f A LEAF RAKE APPLY A SECONDARY APPLICATION F ALLOW T- IGNTCYSCARTFY S E=WITN- _._ . APP N O i PRE-EMERGENT HERBICIDE TO TOP OF GRANITE. KEEP TOP OF GRANITE 1" BELOW ADJACENT WALKS AND CURBS. UCn DO NOT ALLOW GRANITE TO TOUCH THE TRUNK OF ANY PLANT. INSTALL AFTER INSTALLATION OF PLANT MATERIAL t MAKING NOTE OF PLANT HEIGHT SO THEY ARE NOT BURIED BY D.G.. p Ei44 E E \ 4 W 0/I- 3 @ 36 5 Htpa+24"Landscape Mounding � 48" BDULJ not to Exceed 3:1 3 Boul 11 Ceps 7 3 Lamo 9 Agbo . \!7LJ/ \!!/ YV d a. A q A , .. d a d d .... _. \wu.r.p...'.' c' 4 d d � Q74 15 3 T 7 17 6 6 €ncGr CNapu 17 Agde EncGr Lanes EncGr Waft age 6 G G Lamo G G G --- l ., C� _.-�___ ...�. ___�_ -�-�-. � 1 lm tZ= G ----- --- G --- G _.. G GENERAL PLANTING MOTES 13. in all cases"Root Bound"trees Will not be accepted. PLANTING LEGEND _ _ 14 All Waahtr�gt± la alms steal! bed�tsperths brown trunk_hei ht BT indicated an the lantin I -' rtst e i tl bi f l h e�-fiomillar-wit It A_M utergt�landutall ;pipes __.__ - _..g._-_�. TREES and PALMS and structures. Installer shall take sole responsibility for any cost incurred due to damage of said plan and legend. ' Scientific Name Common Name Code Planting Size Water Useutilities. 15. Brown Trunk Height"BT"shall mean as measured from the ground line to the base of the 1<V Cercidium `Desert Museum' Hybrid Palo Verde Cepr 24" Box Single Trunk LOW 0.2 2. Installer shall not willfully proceed with construction as designed when it is obvious that heart leaf. Low-Branching unknown obstructions and/or grade differences exist that may not have been known during 16.Ali Palms must be certified to be free of"Verticylium Wilt"and"Black Diamond"disease. Washingtonia filfera California Fan Palm Wafi Reuse existing palms HIGH 0.8 design' Writes documentation must be provided prior to planting. Lj removed by Sierra Landscape 3. Installer shall have soils tested by Na qualified agronomy laboratory prior to start of grading and 17. No trees are to be planted within or ab � All new required Shall be Installation. Materials and mixing of soil amendments,fertilizers,and back fill for planting pits basins, E E 12' Brown Trunk Skinned shall be in accordance with recommendations of the soils agronomy report. � to 8' in Wight. SHRUBS, GROUND COVERS and CACTI ___ ___.__._._ ___ _.. _._____.�_____._ ` Existing Palms shall be shinned to match 4 All plant material shall be approved prior to installation. ; ,' _.__ __.....__ ___._.__._._. _.___.._.__..-- 01 Agave bovicornuta Cowshom Agave Agbo 5-Gal @ 36" O.C. LOW 0.2 5. Final location of all plant material shall be as shown on plan. WEVBou ainvillea 'La Jolla' La Jolla Bougainvillea BouLJ 1-Ga! 72" O.C. MOD 0.5 g g 6. See details for staking method and plant pit dimensions. W Caesalpinia pulcherrima Dwarf poinciana Capu 5-Gal @ 84" O.C. LOW 0.2 7. If conflicts arlese between size of and plaits, Inner to contact City of Pam Desert(760) ++ 346.0611 for resolution. Failure to stake such conflicts known to the of Palm Desert will MONTEREY C) Echinocactus rusonii Golden Barrel Cactus EncGr 5-Ga! 36 O.C. LOW 0.2 Cif'g AVENUE, result in Install eft liability to relocate the materials. 0Lantana 'New Gold' Lantana Lamo 1-Gal @ 72" O.C. MOD 0.5 AXN $. AN ground covers to be held back 36"from edge of now shrubs typical and 36"from back of Hesperaloe parviflora Red yucca Hepa 5-Gal @ 60" O.C. LOW 0.2 curbs or edge of wanks. 41 Boulder 3'-5'0 La Cresta Boulder- Southwest Boulder and Stone 9. Ground covers shall be triangularly spaced. P-7 7 7 " 0 10. Trees shall be located minimum 5'from wells, overhead,walks, headers within the project, Decomposed Granite Desert Gold 3/8 minus 11 /o fines - Southwest Boulder & Stone oa Wetted/Rolled to a Compacted Depth of 2" unless otherwise shown. 0 0 o Angular Cobble 4-6"0 Angular Granite Cobble Set in Mortar- See Installation Details 11. Ali planting areas to be top dressed with 2"firtal layer of compacted decomposed granite. Color to existing median to the south - Cobble MUST be approved by the City of Palm Desert These plans have been reviewed by the Coactnerta valley waxer District in Boulder Note: prior to installation. 12. Remove stakes and trtetlis from vines and espaliers and secure to walls,fences and posts as Median boulders shall not be placed any closer than 6' from edge of curbs and shall be buried per detail __.__� G ___�__ _„__-,_ + Water code ride�,Division�, s,Article,o.e. t within 9%12" of finished grade. Boulders must have desert varnish or treated to exhibit varnish APPROVED BY- cooperation with the local governwV agency(City or County). characteristics. *Approval of this drawing by CVwD staff does not ooze approval 1D Q encroach into distrid and USSR Rights-of-Way. Trees,planis,wais,and No Trees Will be Planted Within CVWD Easments or Rights-of-Way __...___ ___._.__._ �►� permanent sMi;tyres of any kind may not be punted or instated in cvwD w __._.__ __ _ _ _ am Director of Public Works RCE 579$9 encroachment penTwt from , City of Palm Desert EXP 06/30/08 APPROVED BY: O DATE WkrtR MANAGEMENT 11UPERVISOR CVWD PLAN Q 10 20 40 FT. DEVELOPMENT SERVICES SUPERVISOR City of Rancho Mirage ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WiTH N0. A E EVlSI(JIdS A �ptdT3seq,cF PREPARED FOR: BENCHMARK: UNDERGROUND SERVICE ALERT GENERALLY ACCEPTED CONSTRUCTON PRACTICES, CQNSTRUCT10N CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 4; Gu r 1 sy � + Development p �^+ #,,� DESIGNED BY: APPROVED BY: COMPLETE RESPONS1BIUlY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSIRUCTIONOF THE PROJECT, INCLUDING �� v Np �ti, Resource Consu ts, Inc.4 LOCATION: NO. 155 CITY OF PALM DESERT oRAMANc N0. AFORE yob Call: SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMEM SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE � � A CivB Engineering • Land Surveying . Lond Planning R . TOLL FREE LIMITED TO NORMAL WORKING HOURS,AND t�NSRK" CONiRACMR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD 800 S. ROCHESTER AVENUE, SUITE 4C -+� LandsCa a Planting Plan G� DESTGtt PROFESSIONAL.HARMLESS FROM ANY AND ALL UARLiTY,REAL OF ALL:EM, IN CONNECTION WiTH THE PERFONKE OF � 0 '1 ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 2.5 BRONI � DISK STAMPED LS 4146 BM p 9 U.2 1 -8 0 O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: THE EXISTENCE AND LOCATION OF ANY UNDERGRaIIND UTILITIES OR SIRUCTURFS SHOWN IN THESE RM WERE OBTAINED BY A GEERALD FORD DR. AT THE EAST,B.C.R. DESERT GATEWAY SEARCH OF AYMMZ REOORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO DMING OLMES EXCEPT THOSE SHOMAI l 2 2 7-"'2 6 0 O ON THESE PLANS. THE MM CIDR IS REQUIRED TO TAKE ALL RVAlIIQNSRY MEASURES TO PROTECT W UTILITIES SHOWN, PREPARED BY: EST ON MONTEREY AVE. 2.© E LY OF AND IS RESPONSIBI E.FOR THE PROTECTION OF, AND ANY DAMAGE ,O THESE LINES OR STRUCTURES. B.C.R. DA SHEET 7 THAT 1231.07 * y FCUMMiCI S C P M AaiFR C H I TES INC P.P. 01-30 TWO WORKING DAYS ��,s�,f � � A � o a � A � � ,a, ,� c r+ � •r s � r s ,T x BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES I AC(:ORtIANCE wall 77t5 EAs Owo Smra,SWE 240,PAW KM,CALIF A 01 tOl CHECKED BY. O SOUTH EAST CORNER OF GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION COI+TRACM WILL BE REQUIRED M ASSUME SOLE AND ls� n"'� �P . �; TES..626.683.8182 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DiNAH SHORE DRiVE OF CA 35e3 Az 301 oo yr 377204 NM 31 z W ale CLAM a O W.O. U01-230 FOR: XX COMPLETE RESPON�Lm FOR THE JOB SITE cONrxrKllS Du>e�l THE COURSE OF�M5TR4)CiWNOF THE PROJECT,INCLUDING 't�� F,OPt� S F.B. XX 11 SHEETS ' T _ - SYMBOLtit q _ IF7m 11► � 1 GROUND LEVEL -...,,.,�. _"'■.`` 1 IU D. 5-21-93.9 `� -- VY� — I 4�.�� f'(�f k 7. I j �1 _j�I, T 8 LandE' Glundii """""' IHIV' I i f R 1 PRMAR�QST G nn�t to Exceri 3;1,,.. G ...., ,., .,...��..... G "'...'"" i I ( H 1 ""�.... �"""�"""' '�" G ��w riAR G l� 1 11737 J �9 G CONNECTION S G S S -ED at; 3/4"" " MIN �—�-- "�'"' ER FY W) 1qT rl\rrTl= op q ` RUSMEfl RC1CI4 �'*� �t?� �,?��,� , � ��+��,�,�b�, �� j Soo ARCNJNO+ Crj �aQgab agftiaa�na° moo pa IN. � j— wo ° °o °Gan G 45�. om _._. qC gyQbS?q pa ass ry�ta opCy€S q"C„°p,>°X^� Gw /' � /, �- .�+� *�OU 1 �q / / T- CoNourr .S - - — — r- - — — -s? C?9 3 ,n�°��a ��t'N. % / aA a q oa+aep w�a °5 uC�° o aT�ao°. o aaa u° / �` .b�. a? °o Sa`Pagma3a,°1, Q�t? `nj�a° ypP s.p, ! ` I m i a 'II ca , EXISTING CVWD MAIN / .� I ABANDON A I I ED S PER \ CVWD \ U REFER TO CIVIL PLANS \ t. FIXTURE TO. BE F'OC.US. F'L--•26-240V WITH HONEY COMB Ltd FA-05. USE 2-13'W CFL FLUORESCENT WITH 240V BALLAST. 2. FIXTURES WILL REQUIRE AIMING' AFTER INST AU ATION. - _.____._ _.__._.,.. .,.,....�.. 3. _ TO FIXTURE TO BE MADE WATER "1`lG�!'�. RE!' :SPEC. ----� ALL CONNECTIONS fi 4. PROVIDE WITH P1 070ELECTTRIC '}NTTROL. REF CONTROL D ----——— ._. 5, C4N1'RACfiC�t TO PROVIDE NECESSARY HARDWARE fip P1I,ACE FIXfiURE IN GROUND. PER.M�OST 'tS AVAILABLE FROM CU UGH-nNG CATHEDRAL CITY fi+ FINISH — WILL BE .PROVIDED ON RETURN SUBMITTALS. ■••.■� — � :.___� �� ---- -----�- --- ------ I S .4� - G G -MnN i +18"Landscape Mounding 1 ` not to Exceed 3:1 FIXTURE A UP LIGHT DETA _-------- r SCNO ALE -IL r4` E ____ - ,..... .._.__ - -_ - __ r _ E ca Or referenoa - Retw to tricai PIam for Quantitll" and Locations) ! (n r U 0 +18"Landscape Motu�iing G �---�-�- ----�----• ._.-.—._ G . G not to Exceed 3:1 — - G + 4"Landscape Mounding y not to Exceed 3:1 It Xkl "--rN UE � G I , - 1 ; 1" • W APPROVED BY W APPROVED 8Y 0 0 'i><? 20 40 FT. �l 20��L /fit db C ty of Rancho Mirage Director of Public Works N 0, R VI SI0 5 CE 7989 UNDERGROUND SERVICE ALERT ENGINEER'S NOTE TO CONTRACTOR: ca�ISTRucnoN eoNTRACTDR AGREES naAr IN AecoROMNCE WITH City of Pam Desert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND do ANasogp� PREPARED FOR: EXP — 06/30/08 ��, u r i sy �o.� J ��.1 p► BENCH MARK: iOnR y0 COMPLETE RILL PE SMSLITY FOR THE ER SIZE CONDITIONS DURING THE*1 E OF d�1O APPLY Y CO THE PROJECT,A,INCLUDING * oprne t Resource Cowltan Inc. DESIGNED BY APPROVED BY o CU311: TOLL FREE UMITED OF Ail.PIR50NS AND PROPERTY, TWAT THIS REQUIREMENT SHALL TH MADE TO APPLY CONTINUOUSLY AND NOT 9E ++ 1! i t�7 CITY OF PAL DRAWING IMBED R MORMAI.WORKING WNLE HOURS,AND AND AL UOTION Y, REAL OF FURTHER AGREES EC DEFEND, INDEMNIFY AND HOLDF '''� Civil Engineering + Land Surveying + Land Planning LOCATION: NO. 15J M DESERT NO. o OESN�t PROFl�SIDNA•MARhAE�FROM ANY MID ALL LIABILITY, RFAL OF ALLEGED. M CONNECTION WITH THE PERF'ORMMNCE OF � n� � 800 S. ftOCMESTEft AVENUE, SUITE 4C „ RC + 1 --800D + WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL �,, ONTAftio, CA 91761 (909) 230-5241, FAX (909) 230-5246 2.5 BRONZE DISK STAMPED LS 4146 BM THE EXISTENCE AND LOCATIONN OF ANY UNDERGROUND UTILITIES OR MICURES SHOWN IN THESE MANS WERE Of3TMG BY A Landscape Lighting Pan ^� 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: L3.0 2 2 / —Z 6 0 O SEARCH OF Avaula,E RECORDS. TO THE�of OUR KNOWLEDGE,THERE aIE NO ElasnNc UTILITIES EXCEPT THOSE SHOWN GERALQ FORD QR. AT TH ON THESE RAMS, THE COMPACTOR IS REQUIRED To TAKE ALL PRECNIRDMSRY t�ASURES TO PROTECT THE U11m SHOWN, PREPARED BY: EAST D MUNTEREY A E EAST B.C.R. � +��AND IS RESPONSIBLE FOR THE PROTECTION OF, AND MY DAMAGE TO THESE LINES OR S►RUCTURES. AVE. 2.O E LY OF GATEWAY TWO WORKING DAYS # # q UNAUTHORIZED CHANGES $t USES; CONSITTUCTIDN t'oMRACTOR AGREES THAT IN ACCORDANCE WITH � R .R C U M M I N G 8 C U R L E Y A S S O C I T E S, INC B.C.R. i BEFORE YOU DIG N 4 a c w r e ,a nc c M i rt c o r s P.P. o !'30 SHEET () GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR VA L BE REQUIRED TO ASSUME SOLE AND f2-31.07 3 CHECKED BY,COMPLETE RESPOWBIUTY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONStRUCTIONOF THE PROJECT, INCLUDING + E�MTE 775 Ew GAeeN 57' W.Sulu;240,�A,CAw u, 9I 101 O SOUTH EAST -, TEL 626,683,8182 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DDINAAH SHORE DRIVE OF . - - _ _ - _. T•9 � RNER OF OA 3"3 AZ 301 OO W 377EOA NM 31 8 MV 570 M AM0 31 G RC W.O. Urn-230 FOR: xX F.B. XX 11 SHEETS Alk a �-•-�- FINISH GRADE/TOP OF MULCH LEGEND LEGEND 1. RIP CONTROL, ZONE KIT Q AMBIENT LIGHT POWEPED « O 4 QUICK-COUPLING VALVE (REFER TO LEGEND TEMPORARY WATER BASIN t*+ „n1 PLANT CROWN OF ROOTBALL r IRRIGATION CONTROLLER, 2. BACKBONE LATERAL - PVC SCHEDULE 40 ,�.a FLUSH WITH FINISH GRADE 4 SERIES X.XR AND XRC. VALVE BOX WITH COVER: _ MODEL 3. MANUAL FLUSH VALVE - SEE DETAIL 4+ 107028STATIONS, > \ \ � 6-INCH SIZE DECOMPOSED GRANITE MODEL XR(WITH OPTIONAL RADIO) �/�/� /�/�' A. ,DRIP LATERAL — CLASS 315 PVC 4 TO 28 STATIONS. M'_1BLXRC WITH RADIO REMOTE /� /� ; BRASS NIPPLE 2 3 4 TO 28 STATIONS. T '!% � —R T� .•,.., (LENGTH AS REQUIRED) w•�� '~ �,,�. "�'- TERMINAL STRIP. 3-INCH MINIMUM DEPTH OF + BEGINING /� 4 •: PLACE CROWN OF ROOTBALL OF FRONDS �:/120R 14 GAUGE DIME, 3/4-INCH WASHED GRAVEL FLUSH W/FINISH GRADE 04 PROGRAMMING KEY. BRASS STREET ELL i��dry ! I i 11 MODELNUMBEIL LEITKEY 111-^ - *•((I--t 5 PREPARED NATIVE SITEE!' ®35'STEEL MOUNTING COLUMN. BRICK(1 OF 2) SOIL FOR DESERT PLANTS MODEL NUMBER MCOLXS(SHORT)OR • CO • ' — W STEEL MOUNTING COLUMN. I 3 SPECIFIED PLANTING MIX MODEL NUMBER:MCOLXL(LONG) BRASS NIPPLE 4 ' x FOR ALL QTHERS WATERI ^ LENGTH AS REQUIRED X x &TAMP TO REMOVE AIR Ll dAh V FINISH GRADE. ( ) 6 0 0412'OF BACKMLL SOIL x x x POCKETS AT BOTTOM OF �B POURED CONCRETB BASE• BRASS STREET ELL 1 PIT UNDISTURBED EARTH r 1.112 OU.FT.INSTALL X x r• PER MANUFACTURER'S � • INSTALLATION GUIDE. PVC MAINLINE PIPE 2 VT • 4 4 12" 12" DIRECT BURIAL CONTROL"REB 3X DIA.OF ROOTBALL TO CONTROL VALVES. x OR CONTAINER SPEARS TRANSITION FITTINGLL WITH SS COLLAR T--,M BRASS ELL n�T LIGHT ENERGIZED IRRIGATION CONTROLLER #4 REBAR STAKE -- •...i W/STAINLESS STEEL GEAR III -� ��_� �i LENT CONTROL X ,XR AND XRC CLAMPS OR EQUIVALANT f I' I"Z- � �I 11�H SUPPORT SYSTEM UNDISTURBED OR NOTE: COMPACTED SUBGRADE I�I 1 I-111'--11 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL ENLARGEQ DETAIL '�= TO NOMINAL QUICK COUPLING VALVE INLET SIZE. '''T-TTT,TTT Tl'r TTT T X 1 PEDESTAL MOUNT CONTROLLER 5 QUICK-COUPLING VALVE NOT TO SCALE 4 1 SHRUB PLANTING DETAIL "A" NOT TO SCALE (16) PALM PLANTING DETAIL NOT TO SCALE li X 2 NOTE: I�� , 12"IN GROUND COVER AREAS X SEE STAKING TIE DETAIL "PLANT ROOT CROWN OF TREE FLUSH I ALL VALVES TO BE IN E I �� FLUSH IN TURF AREASName IN GROUND COVER AREAS ' " I I WITH FINISH GRADE. SCHEDULE 40 PVC TO QUICK 4 X 7 "STAKE ABOVE FIRST BRANCHES OR WHERE POSSIBLE COUPLER(SEE PLAN) ADJUSTABLE FULL CIRCLE SPREAD AIS NECESSARY FOR FIRM SUPPORT. 9.1/2"X 16"X 1 V PLASTIC BUBBLER:RAIN BIRD 1402 2"DIA LODGEPOLE PINE VALVE BOX MARKED'RCV'AND STAKES x 12'LONG;PLACE STATION NUMBER ON COVER; 2 STAKE ON WINDWARD SIDE; REFER TO PLANS&SPECS 1 00 NOT ALLOW STAKE O NEW CURB AND GUTTER FOR MANUFACTURERS PLANT MATERIAL 5 PENETRATE 'SNAP-TITS'WIRE CONNECTOR KIT OR APPROVED EQUAL: T 2 F4ROMNCURBL��EPROVIDE MIN,24"CURL �2� 3� 1 TYPE EXPANSION LOOP FINISH GRADEITOP OF MULCH 7 TOP OF ROOT CROWN SCHEDULE 40 PVC UV RADIATION RESISTANT DRIP AREA AT FINISHED GRADE FINISHED GRADE NOT ! d'� (LENGTH AS REQUIRED 1/2 INCH PVC SCH 80 NIPPLE TREE ROOTBALL TO EXCEED 3:1 ELECTRIC CONTROL VALVE: Kew (LENGTH AS REQUIRED) *�NBS OTHERWISE TEMPORARY REFER TO IRRIGATION PVC SCH 40 STREET ELL 6 WATERING BASIN SCARIFY SIDES LEGEND PVC SCH 80 NIPPLE LEGEND FINISH GRADE OF PLANTING PIT SCHEDULE 40 PVC MALE (LENGTH AS REQUIRED) 1, SCH 40 PVC LATERAL UNE FROM ELECTRIC CONTROL VALVE ADAPTER(2 REQUIRED) PVC SCH 40 STREET ELL 2. CLASS 315 PVC (SEE LEGEND FOR SIZES) " 3. COMPRESSIt3N TEE FITTING - SIZE AS REQUIRED. - -- _ — — — — — — — — — — — SCHEDULE 40 PVC 4. DRIP EMITTER ASSEMBLY (SEE DETAILS) •— NON-PRESSURE LATERAL 5. MANUAL FLUSH VALVE (SEE DETAILS) PREPARED NATIVE SITE SOIL ( LINE 6. LOCATE EMITTER AT EDGE OF ROOTBALL FOR DESERT PLANTS MIN•1 CU.FT,GRAVEL PVC SCH 40 TEE OR ELL 7. SHRUB AS PER PLANTING PLAN SPECIFIED PLANTING MIX Tr MOUND REFERENCE LINE FOR ALL OTHERS WATER& 3 X BALL DIA. "MOUND HEIGHT PER PLAN(01Y) III TAMP TO REMOVE AIR POCKETS. DIRECT BURIAL CONTROL PUDDLE AND SETTLE AFTER NOTES: SWALE AND GROUND WIRES NOTE: R POSSIBLE PLACE EMITTER UPHILL SETTING TREE FROM PVC LATERAL PIPE UNDISTURBED EARTH 1.MOUNDS ARE DIAGRAMATIC SCHEDULE 40 PVC PLACE EMITTERS AS SPECIFIED BY 2.MOUND$HAPE$DO NOT REPRESENT CONTOURS PRESSURE MAIN LINE IRRIGATION! LEGEND 3.GRADE TO SUIT ACTUAL SITE CONDITIONS.GIVE SCHEDULE 40 PVC TEE FIRST PRIORITY TO ADEQUATE DRAINAGE OF PLANTED A+/REAS _.. 2 ELECTRIC REMOTE CONTROL VALVE BUBBLER NOT TO SCALE C9) TYPICAL DRIP LAYOUT SYSTEM NOT TOS01M.6 U TREE PLANTING DETAIL "All NOT T'OSCALE 1 I MOUNDING DETAIL NOT TO SCALE NOTE: EMITTER AS PER LEGEND ALL VALVES TO BE INSTALLED DIFFUSER BUG CAP 2"IN SHRUB/GROUNDCOVER AREAS\ STAKE SINGLE TREES 24"BOX OR SMALLER, CURB MORTAR COBBLESTONE FIAT SIDE uF IN GROUND COVER AREAS PC-DIFFUSER AS NEEDED TAN IN COLOR REMOVE NURSERY STAKES WHERE POSSIBLE .......,..,.....6"ROUND PLASTIC VALVE BOX n 2R FLUSH IN DO AREAS I W/COVER MAIRKED'FLUSH VALVE' " 1, ^ i 'CINCH TIE #32 4 J SCHEDULE 40 PVC (DOUBLE 40 REFER TO PLANS AND SPECIFICATIONS A• ' ,. .a •a . . 14ON-PRESSURE LATERAL LINE FINISH GRADE FOR APPROVED MANUFACTURERS TRUNTREE K INSTALLATION)STAKING a .'q 4 4 4• ' a PVC SCH 80 NIPPLE(LENGTH AS REQUIRED) RAIN BIRD 3" MINIMUM CONCRETE BED 112"BALL VALVE SVOSOSS UNDERNEATH COBBLESTONE 9-1/2"X 16"X 11"PLASTIC VALVE BOX MARKED'RCV'AND ---1/2" SCH 80 RISER PLASTIC SLIP X SLIP DIRECTION OF STATION NUMBER ON COVER;REFER TO PLANS&SPECS GLUE ALL FITTINGS PREVAILING q IC FOR MANUFACTURERS TAN IN COLOR WIND � GUTTER � 2' MIN. / a' MAX. ROD, CURB de SNAP•TITE'WIRE CONNECTOR KIT OR APPROVED EQUAL; 8"MIN.I.D•PLASTIC PIPE EXTENSION ``I PROVIDE MIN.24"CURL TYPE EXPANSION LOOP LE WT14 AS REQUIRED STAKES 12" PVC "T" BACK FLUSH FILTER CONTROL PLANAREA ZONE KIT: q' RAIN BIRD MODEL XCZ SEREIS / a •d a (INCLUDES 100-DV VALVE, / RimBACK FLUSH FILTER, I a SIDEWALK HOROSCOPE CLASS 315 PVC LATERAL P,} SCH 80 NIPPLES) CHECK VALVE AND SCHEDULE 318 PVC 3' MIN. 4' MAX. SEE SIZING CHART DRIP PVC LINE JOIN AT RIGHT ANGLES IY RAD S" MIN. DUCK BILL BOOT, PRESSURE REGULATOR, '9 8" PCC CURB `��" 1.IIOaK l0leli, CNI ee T SCHEDULE 40 PVC I� 1�Mrei OML RAT fqt SP N kOAIIf SHAY NAM 7 OrINIIII�M,Comm a11ALL NYMI[R/uu e>>e� PRESSURE MAIN LINE NOT _• — N BRICKS A ALL MRil�1 ilaNel EiMML eL F�,I,m NIIN gklle6 b' 1 IIAIIr • a ©8 ( COMMON BRICK DRIPEIRRdGA1TON M . ((NM 2ORRivQ1J113ED) p � f ' 2-1 FVM a LIP!_ NW L OR APPp0M W 9MR ONY NgPIp0101F,PRIM lei 06Q 1 OF 4 WITH GLUED FITINGS a Plav o Patel al Au R*aMa TTo K APFII4 M W THK TW an MRIPBOIOR Y4"WASHED GRAVEL NOTE: MINIMUM 1 CUBIC SEE TREE PLANTING DETAIL a rAK4M Aw suet of ONAMUDINAM air AMa 3-INCH MWUMUM DEPTH ALL VALVE BOXES TO BE INSTALLED IN FOOT GRAVEL FOR STAKES s OWN�. APPROVED BY: DIRECT BURIAL CONTROL GROUND COVER AREAS; REFER TO PLAN FINISH GRADE a O0N111A M s WJ-elt 11111111111001112 10 POIeIIIIIINKWIJ INS AW 60eIIIIR 90pRMINr O BY C0g018fC AND GROUND WIRES FOR LOCATIONS - . 3 DRIP CONTROL VALVE XCZ SERIES C7) EMITTER DETAIL 10 DRIP IRRIGATION PLUSH VALVE NtJTTOSCALE 14 TREE STAKING TIE DETAIL NOTTOSCALE 17 COBBLE DETAIL NOT TO SCALE -- 2"IN SMRUB/GROUNDCOVER AREAS\ CLEARANCE SECTION VIEW Director of Public Works R 57989 4"MIN. City of Palm Desert EXP - 06/30/08 TAN IN COLOR MAINLINE, MAINLINE LATERAL WIRING IN -.--.---.-...�10"X 10-1/4"ROUND PLASTIC VALVE BOX /��/�� \ / LATERAL,AND PIPE PIPE CONDUIT W/COVER MARKED'IRRIGATION GATE' 24 8 HEATH t PAVING WIRING IN THE APPROVED BY- W/ �� SAME TRENCH REFER TO PLANS AND SPECIFICATIONS PAVING \ \ \� FOR APPROVED MANUFACTURERS I �� 4 DITCH �� r �� FINISH/ADJACENT GRADE LINE-SIZE FULL PORT BALL VALVE —'— �� / j �� c`ry j� 0 IL REFER TO PLAN AND SPECIFICATIONS �ir/�� /�� \� \��\\r Vy ��\� WX01"CONCRETE MOW STRIP FOR TYPE AND APPROVED SLEEVES • �� / �/� INSTALL CONTROL JOINTS MANUFACTURERS \ � 020'ONCENTER Clty Of Rancho Mi 9 6"MIN.I.D.PLASTIC PIPE EXTENSION PVC CAP(TYPICAL) .- --- LENGTH AS REQUIRED 18"MIN. `- PLAN VIEW 12"MAX ABOVE FINISHED li WIRE W/O CONDUIT FINISH GRADE GRADE These plans have been reviealrsd by th$Coet:tleNa Vaisy Walsr Disirid in 24"I�fIN.TO I -_ N accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, FINISH GRADE �- : 1- tT Section 65587 at seq.requiring aficient landscape mid. . doW in PAVING FINISH GRADE 2"BELOW Cooperation With the local governelg agency(CRy or County) � ��--- i�� I �"" � � = I_ I *Approval of this / - - 1 jl I- -� I - IN GROUND COVER AREA "APP drawing by CVWD staff doss not ooze approval b SCHEDULE 40 PVC �� . ;. �\ �_ -�- PRESSURE MAINLINE �\��\ 1�0 2/3 i�� ' �-m _�� enCr08Ch 1f1Cp district 8r1d USSR Right8-Of-Way. Tr9eS,pl8fffi,waft,and � 18 MW. TIE A 24 INCH LOOP IN OF BOULDER :;;- -I� 1� permanent structures of any kind may not be phnled or wed in CVWD 24"MAX. RUN WIRING BENEATH ALL SOLVENT WELDZ ALL WIRING AT CHANGES L I ll, - ,_,.,,DG/MULCH IF REQUIRED and USBR easeffmw is or right-of without&W obt Wr*V an SCREQU L E80 PVC COUPLING AND BESIDE MAINLINE. PLASTIC PIPING TOOF DIRECTION OF 30" BY NOTES AND SPECS encroachment permit from TAPE AND BUNDLE AT BE SNAKED IN OR GREATER.UNTIE 10 FOOT INTERVALS. TRENCH AS SHOWN AFTER ALL CONNECTIONS 6"SCHEDULE 80 PVC NIPPLE IT (2 REQUIRED) PVC CAP(TYPICAL) HAVE BEEN MADE, n . COMMON BRICKS NOTES: CENTER IN POUR D #3 BAR HORIZONTAL CONTINUOUS (MIN.2 REQUIRED) 1. ALL PVC IRRIGATION SLEEVES TO BE SCHAD PIPE TWICE PIPE/WlRE BUNDLE DIAMETER NOTES: DATE WATER EMENT MINIMUM 1 CUBIC 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC TWICE THE DIAMETER OF NOTE: FOOT GRAVEL 3. WHERE THERE IS MORE THAN ONE SLEEVE, THE PIPE OR WIRE BUNDLE WITHIN. 0 ALL VALVE BOXES TO BE INSTALLED IN EXTEND THE SMALLER SLEEVE TO 244NCHES MINIMUM ABOVE FINISH GRADE. 2, FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS, CVWD PLAN iM GROUND COVER AREAS; REFER TO PLAN 4. MECHANICALLY TAMP TO 95%PROCTOR. FOR LOCATIONS bEVELOPMENT SERVICES SUPERVISOR 4 BALL VALVE NOT TO SCALE SLEEVING NOT TO SCALE 11 PIPE & WIRE IRE TRENCHING NOT TO4CAS 1� BOULDER PLACEMENT NOT TO SCALE 18 CONCRETE HEADER / MOW STRIPNOTTOSCALE ENGINEER'S NOTE TO CONTRACTOR: cx>NS�LIcnoN coNTRncTOR AGREES THAT IN AccoRDANCE WITH NO. DATE REVISIONS d � 08CAP PREPARED FOR: BENCHMARK: u (�� DESIGNED BY: APPROVED BY: �j`�J /� UNDERGROUND SERVICE ALERT GENERaI.LY ACCt31TED t'X)MSTRUCTIOrI PRA,rnces, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND ''�� ` r i ey N Rc� I.�Id@�0�3C11F1�1�R�SOU�C'E��'��'�#" Inc. CITY 1 OF PALM DESERT �WNG r'ro. FORE COMPLETE RESPONSIBUIY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTiONOF THE PROJECT, INCLUDING w o , At` ' LOCATION: N0. 155 r SAFELY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT'SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE � Dtl CIVIL Enolneerl" • Land Surveying r Land Planning Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CDNSRUCIWN CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD Lis ICI 800 S. ROCHESTER AVENUE, SUITE 4C ", R Landscape Installation Details �p cT DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,REAL.OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF w � ONTARKO, CA 91761 (909) 230-5241, FAX (909) 230-5246 2.5 BRONZE DISK STAMPED LS 4146 BM p �4 0 1 --800 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL1987 IN TOP OR CURB. NORTH SIDE OF DRAWN BY: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR SIRUCIURIS SHOWN IN THESE PLANS WERE OBTAINED BY A Ar GERALD FORD DR. AT THE EAST B.C.R, DESERT GATEWAY SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO fX15TING UTNJiES EXCEPT THOSE SHOWN " 7— 6 0 o ON THESE PLANS. THE KDWRVIOR IS REQUIRED TO TAKE ALL PRECAI TIONSRY MEASURES M PROTECT THE UIILMES SHOWN, PREPARED BY: EAST ON MONTEREY AVE. 2.0 , E LY OF DA AND IS RESPONSIBLE FOR THE PROTECTION OF, 40 ANY DAMAGE TO THESE LINES OR STRUCTURES. # ` �"hTv E # a p• CUMMINGS C U R L E Y ADD A S S O C I A T E S, INC B.C.R. P�� 0�30 SHEET 9 TWO WORKING DAYS UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDMICE WITH 12.31.07 x A N G I T C T a C BEFORE YOU DIG EXF.oAT@ y" " 776 EAST GREeN STRW,Surre 2410,PAMORNA,CALIFON" 01 101 CHECKED BY: O SOUTH EAST CORNER OF or GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND sr �Q TEL.626.1583.15182 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDIT NrS DURING THE COURSE OF CONSTRLCTIONOF THE PROJECT, INCLUDING qT� �OQt1 / � CA 33S3 AZ 30100 UT 377204 NM 31 a NV 578 CLARB 319 R _ _ R 0. UOI-230 FOR: xx F.B. xx 11 SHEETS PLANTING SPECIFICATIONS IRRIGATION SPECIFICATIONS SCOPE OF WORK SCOPE OF WORK A. GENERAL WORK PROCEDURES E. INSTALLATION A. GENERAL IRRIGATION SPECIFICATIONS E. CONTROLLER CHARTS Work procedures shall follow best customary practice. Soil conditioning: As per soil laboratory report and recommendation based on the plant materials being installed it is the intention of these specification to accomplish the work As-built drawings shall be approved by the Owner's Representative AJI materials shall planting: Excavate best available. Do not begin soil preparation of Installing a sprinkler system which will operate in an before controller charts are prepared. Tree and Shrub pang: xcavae pits with vertical sides for all efficlent and satisfactory manner according to the workmanlike and planting until Irrigation work in and around planting areas is complete, tested, and approved. plants, shrubs, and trees. Pits shall be same depth of root ball or standards established for sprinkler operation. Provide one controller chart for each controller supplied, shallower and twice their width. Planting height of shrubs and tree crowns to be one inch above finish grade unless otherwise noted on The work included In these specifications shall consist of The chart shall show the area controlled by each remote control Pre-moisten: Special care shall be taken to pre-moisten the sail to a depth of six inches (6")for all planting areas and to ensure that the plan. furnishing all labor, tools, materials, appliances, tests, valve. A different color shall be used to Indicate the area of plants are prevented from drying during planting operations. permits, etc., necessary for the installation of a landscape coverage for each station. Valve station numbers shall correspond Undisturbed soil at bottom of pit; fill soil around sprinkler system as shown herein. No substitutions shall be made to the Record Drawings. A reproduction of the Record Drawings Weeding before and during preliminary grading and finish grading: All ball of plant using back fill as specified and water concurent with backfilling without prior acceptance by the Owner, the Owner's Authorized shalt be used for this purpose. weeds, stolonlferous grasses, Nut Grass, and Johnson Grass, shall be immediately after planting, stake trees to prevent damage from Representative, and/or governing agencies. Materials not dug out by the roots and disposed of off-site. wind as per details only if needed. approved may be rejected by owner, his authorized agent, or Following approval of charts by the Owner's Representative, they Grade areas around plants to finish grade and dispose of excess governing agencies and replaced with required materials at the shall be hermetically sealed between two (2)layers of ten (10)mil. soil. Irrigation Contractor's expense. thick plastic sheeting. Litter: All planting cans and containers, empty bags, and debris shall be removed from the site upon completion of each day's work. Water: immediately after planting, water shall be applied to each The system shall efficiently and evenly irrigate all areas and be Controller charts must be completed and approved prior to final All sidewalks or pavement shall be swept or washed clean daily. tree and shrub in such a manner so as to not disturb back fill or complete in every respect and shall be heft ready for operation review of Irrigation system. mulch and to the extent that all materials in the planting hole are to the satisfaction of the Owner or the Owner's Authorized B. SOILS TESTS thoroughly saturated. Representative. F. OPERATION AND MAINTENANCE MANUAL The landscape installer shall obtain at least(3)soil samples. F. MAINTENANCE AND GUARANTEE(90 DAYS) All local Municipal and State laws and rules and regulations Provide two(2) individually bound manuals detailing operation and The testing laboratory shall be Soil and Plant Laboratory, 1594 North governing or relating to any portion of this work are hereby maintenance requirements for irrigation systems. Manuals shall be Main Street, Orange, CA 92867, Telephone 714 282-8777, or a incorporated into and made part of these specifications, and delivered to the Owner's Representative no later than ten 10 days g p ( ) approved All landscape material and installation shall be guaranteed against any ( ) Y equal by the Owner or the Owner's Authorized Agent. and all poor, inadequate, or inferior materials and/or workmanship for a their provisions shall be carried out by the irrigation Contractor. prior to completion of work. ,n�� i''j period of not less than ninety(90)days. All tree species (including palms trees) Provide the ��,�! Furnish to the Owner a complete as-built"drawing following in each manual: ± The testing IaboratorX for SOHO� srs shad use the followin and under round irri ation a ui meat shall be guaranteed for no less than a P g on a sepia criteria for soil testing: 'USQA rr'ciilturai S it Ili g eri g g equipment g h 9 9 u ab ty Test per p od of 1 year. showing exact locations of all Items installed. These seplas are a. index sheet, stating Irrigation Contractor's name, address, { Handbook 60, to include Boron presence and content; and University of to be delivered upon or before final Inspection,California Soil Fertility Test. telephone number, and name of person to contact, l . b. Guarantee statement. Should it become evident that unknown obstructions, grade c. Equipment list providing the following for each item: Interpretations, fertilization and soil amendment recommendations, and differences, or differences in the area dimensions exist that manufacturer's name, make and model number; name and comments regarding these tests are required might not have been considered in the engineering, such address of local manufacturer's representative; spare parts obstructions or differences shall be brought to the Owner's or list, product brochures, service and maintenance manuals Soils test sites shall occur not more than 250 feet on center in all the Owner's Authorized Representative's epresentative s Immediate attention. an all items in the installation, and detailed operating planting areas, unless otherwise noted on plans. in the event that the Irrigation Contractor falls to provide and maintenance instructions for major equipment. Samples of all import soil from each source shall also be notice, the Irrigation Contractor shall assume full responsibility d. Manufacturer's warranties and guarantees for all equipment submitted for any and all revisions required. installed. to the soils testing laboratory for analysis, interpretation and recommendations prior to placement, blending or back filling The irrigation Contractor shall became familiar with all grade G. SPARE PARTS AND MAINTENANCE MATERIALS differences, locations of walls, retaining walls, tree locations, In order to determine if the specified quantities of soil amendments paving, etc. The irrigation Contractor shall coordinate with the Provide products, spare parts, and maintenance materials in have been used, a sample of each soil amendment shall be delivered by General Contractor and other subcontractor for the locations quantities specified, in addition to that required for completion the Landscape Contractor to a plant/soils laboratory acceptable to the and the installation of pipe sleeves through wails, under roadways, of Work. Coordinate delivery to project site with the Owner or the Owner's Representative within fifteen (15)days after recording of the paving, structures, etc. Owners Authorized Representative and obtain receipt prior to final Contract. From the sample, the testing laboratory will prepare a payment control mix in accordance with the specifications resulting from the B. MATERIALS required soil tests. Soil samples will be taken and compared with the H. TOOLS AND EQUIPMENT laboratory control mix. Deviation from the control mix shall not All static pressure mains shall be PVC Schedule 40. exceed twenty percent(20%). Furnish the following tools and equipment as a part of this contract: All sprinkler lateral piping shall be a minimum of PVC Class 200. C. GUARANTEES All fittings shall be high-impact, side-gated PVC Schedule 40. All control wiring shall be color coded and sized per valve a. Two (2)sets of special tools required for removing, disassembling All soil material installed under this Contract shall be guaranteed manufacturers specifications: 14 gauge minimum. and adjusting each type of sprinkler and valve supplied on this against any and all poor, inadequate or inferior materials and/or project, workmanship. Poor quality or faulty materials or workmanship, as C. INSTALLATION determined by the Soil Testing Laboratory, shall be replaced with b. Two(2) keys for each automatic controller. materials as originally specified, at the Landscape Contractors Spacing of sprinkler heads and locations of valves and back flow c. Two(2)quick coupler keys and snatching hose swivels for each expense. , prevention devices shall be as indicated on the drawings. Any type of quick coupling valve installed. deviation from the drawings must have the approval in writing The above mentioned equipment shall be turned over to the Owner's D. MATERIALS , from the Owner or the Owner's Authorized Representative. Representative at the conclusion of the project. Before final inspection can occur, evidence must be shown that the Owner or the Native backfill only for desert plants Trenches for all mainline piping shall provide a minimum earth Owner's Authorized Representative has received this material. cover of 18"above the top of the pipe barrel; Tenches for all Punting Mix: All loll back fill inputs for trees, shrubs, and vines, unless otherwise noted, shall be prepared in accordance lateral piping shall provide a minimum earth cover of 17'. I. MAINTENANCE AND GUARANTEE (90 DAYS) , to the results and recommendations of the soils report. All mainlines In the system shall be capped and pressure tested The irrigation system shall be maintained by Irrigation Contractor for Soils Report at 125 PSI for a period of six hours. Contractor to contact City ninety(90)days after completion and acceptance of all planting.The Contractor shall of Palm Desert landscape inspector for pressure test of mainline This shall include the adjustment of nozzles, valves, time clocks etc. and soil amendment re re responsible for obtaining soils testing prior to backfilling trenches.Any leaks found shall be as necessary to promote healthy and vigorous plant growth. A final commendations. Soils testing shah corrected b removing the leaking inspection shall be made by the Owner or the Owner's Authorized be completed and test results and amendment recommendations y ng g pipe or fitting and Installing y coverage, cycle times, fifteen spray to verify the following: sp submitted to the Owner's Representative a minimum of new materials. This test shall be repeated until all leaks are Representative hose bib locations,g:spra controller chart, etc. (15)days before commencement of any planting, eliminated. Compact trench buck fill to a relative density equal quack coupler The testing laboratory shall be Soil and Plant Laboratory, Past to adjacent undisturbed soils to prevent settlement. J. CITY OF PALM DESERT INSPECTION SCHEDULE Office Box 11744, 412 South Lyon Street, Santa Ana, 1) Sleeving/Grading The Work shall not be covered or enclosed until It has been tested, a. Sleeve Diameter, type, depth and location California 92711-1744, Telephone: (714)558-8333, or approved inspected, and approved by the City of Palm Desert Inadscape b. Soil surface drainage, elevations, and trash (including • equal as approved by the Owner's Representative. inspector. ( d g weeds&rubble) The testing laboratory for soils analysis shall use the following 2) Hardscape/Boulders-Cobble criteria for soil testing: USDA Agricultural Suitability Test a. Sidewalk and wall layout per Handbook 60, to include Boron presence and content; and D. RECORD AND AS-BUILT DRAWINGS b. Utilities location c. Boulder type, size, weight and placement University of California Soil Fertility Test. Provide and keep up-to-date on a daily basis a corriptete as-built Interpretations, fertilization 3) Irrigation System Rough-In and soli amendment recommendations, record, redlined on blueprint, showing all deviations from plans to a. Trench depth and location and comments regarding these tests are required. actual installation. The drawings shall show approved substitutions b. Pipe adze and class Sods test sites shall occur not more than 250 feet on center in the planting areas, unless otherwise noted on plans. of size, material name, manufacturer's name, model number and c. Pressure test(125 psi for 6 hours) catalog number. These drawings shall be available for inspection 4) Plant Material trees$�shrubs Samples of all import soil from each source shall also be submitted at all times. ( ) to the soils testing laboratory for analysis, a. Condition Samples of all import soil from each source shall also be submitted to Dimension the location of the following items from two (2) b. Type the soils testing laboratory for analysis, interpretation and recommendations permanent points of reference, such as building corners, sidewalks, c. Placement prior to placement, blending or back-filling. road intersection, etc.: 5)Ground Cover(Decomposed Granite) Soil Preparation Conformance Test a. Type a. Point of connection to existing water lines. b. Depth and Spacing In order to determine if the specified quantities of soil amendments have b. Connection to existing electrical power, c. Compaction been used, a sample of each soil amendment shall be delivered by the c. Ball valves, 6) Final Contractor to a plant/soils laboratory acceptable to the Owners Representative d. Routing of sprinkler pressure lines (dimension within fifteen (15)days after recording of the Contract. From the sample, maximum 100 feet along routing). a. Irrigation the testing laboratory will prepare a control mix in accordance with the specifications i)Valves,e. Remote control valves. boxes, and wiring resulting from the required soil tests. After the soil amendments f. Routing of control wiring. 11)Controller operation and schedule g. Ends of all pipeline stubs, 11)Sprinkler, bubbler and/or drip emitter type, flow rate have been thoroughly mixed into the planting areas, sail samples will h. Remote control valve wire splices, and quantity per plant CVWD SIGN o be taken can compared with the laboratory control mix. Deviation SIGNATURE BL CK AR b. Tree Staking plansTiave bean revisww`w" by the Coed VaNy water District In from the control mix shall not exceed twenty percent(20%). accordance with water Code Tile 7,Division t Deliver as-built Record Drawings as required by Section 01720 to c. Overall /,a, ,Chapter 3.AM*10.8, Plants: All plants shall be healthy, of normal growth, well rooted, the Owner's Representative before the date of the final inspection. �1f Section 6559T eeq t s .requiring&MdeM landscape and Wronfi r,deso in and free from diseases, insects, insect eggs, and larvae. The roots Delivery of time as-built drawings will not relieve the Irrigation coopera the local on with local goveming agency(c#Y or may), shall show no evidence of having been restricted, deformed or Contractor of the responsibility of furnishing required Information *Approval of this drawing by CvwD staff does not ooraft os approval so root-bound at any time. Varieties and sizes of plants shall be as that may be omitted from the drawings, district and USER Riglm-of way Trees plant: ,Nds and specified on the plans. Plants shall be subject to inspection and encroach into d approval or rejection by the Owner or the Owner's Authorized pem►anent structures of any kind may not be pk rded or metaled in CVWD Representative on the site at any time before or during progress of APPROVED Y and USER easements or right-0f without first an Work for size, variety, condition, latent defects, or damage. encroachment permit from .t Rejected plants shall be removed from the site immediately. Plants imported from outside of California must have agricultural inspection tags aid must be certified free of disease/pests. Local Director of Public Works � WATER MANAG ENT SU nursery plants must be certified clean of red imported fire ants. RCE 57989 City of Palm Desert EXP — 06/30/08 CVWD PLAN# BERVtSOR Special care shall be taken to insure that plants in containers are watered. APPROVED BY: LOPMENT SERVICES SUPERVISOR Substitutions: All materials must be furnished as specified unless accepted in writing by the City of Palm Desert, and the owner's authorized representative prior to installation. A 6 Jb` ty of'000?Ran o Mira `/ UNDERGROUND SERVICE ALERT ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A ,,A a-SCgp PREPARED FOR: GENERALLY ACCEPTED CONSTRUCTION PRACTICES, C1NiS1RUCA0N CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND u r I 9 BENCH MARK: Y DESIGNED BY: APPROVED BY: COMPLETE RESPONS►SONS FOR THE JOB SITE T AT THIS R DURING THE COURSE OF COTO AC 11DNOF THE PROJECT, INCLUDING ��';� v Mo CS,�, Development Resource Consultants, Inc CITY OF PALM DESERT DRAV04G NO. �®,FORE rpG SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS RI:AUIREMETfT SilAll BE MADE 1'Q APPLY CONTINUOUSLY AND NOT BE oc C a I!. T 0 L L FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTiON fXNTT WTOR FURTHER AGREES m DEFEND, INDEMNIFY AND HOLD e ,. � DRC CIvN Englnaerlr�g . Land Surve�dng . Land Planning LOCATION: NO. 1�� 4 r n� 800 S. ROCHESTER AVENUE, SUITE 4C " RC DESIGN ON THIS R HARMLESS FROM ANY AND All UASING REAL T ALLEGED. IN UGENCiION WIN THE PEROFEW E OF ° ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 2.5 BRONZE DISK STAMPED LS 4146 BM Landscape Specifications --$O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL 1�$7 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: LS.� THE EXI5Tfi10E AND LOCATION OF Art'UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A ,. 2 2 7—2 6 0 0 SEARCH OF AVKABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN GERALD FORD DR. AT THE EAST B.C.R. �=� P k ON THESE Ft.ANS THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAIlTIONSRI'MEASURES TO PROTECT THE MUiiES SHOWN, REPARED E3Y: EAST ON MONTEREY AVE. 2.0' E'LY OF �� 7�1'7T GATEWAY TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES, 11r sia �1 v EAST D,,.,,. �� o�� CUMMINGS CURLEYaASSOCIATES, INC A SHEET 10 BEFORE YOU DIG Y ACC MD CHANGES & USES:COWR ONC ONT CONTRACTOR AGREES THAT IN AGCORDMI(C WiTH 1 -31-07 A �` 0 6 C A R M A `� G H T R O ' : CHECKED F3Y: O SOUTH EAST GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND ,.DAT f 776 EAST G tm Suer,Sucre 240,PASADE�NA,CAU"NIA 91 101 CORNER OF COMPLETE(ESPGNStBILiiY FOR THE J�SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJtiCT, INCLUDING sr gyp" TEL.626.6s3.81 a2 ELEV.: 316.435 (NGVD29) 'r' { CA 36e3 AZ 3©1 pC ln'377204 NM 31 2 NV 578 CLAM5 316 NONTEREY AVENUE AND DINAR SHORE DRIVE OF -- W.O. U01-230 FOR: xx F.B. xx 11 SHEETS - lij 1-4"Sleeve for all Irrigation Laterals All sieeving locations are shown for graphical clarity Break at planter areas as needed for access of lateral All sleeving to be located in median, unless noted. (typical) All piping under paving shad be sleeved. Extend all sleeving 24"beyaond all hardscape DWG 19367 — � — 1-18"TEE - 1-2"Sleeve for Irrigation Laterals STA.10+31.47 A^O/ —1 \ W - - -__ ------ ____ ___ _______ — — _ —�—= --- —--------- — __ -- — -- — — -- - Sleeve for Lighting Electrical — — — -� I 1-2" Sleeve for Lighting Electrical ! = — — ___—--____._ ._,,;;. �. __ — -22Sleeve#e _ 7 _ 40NIT-E-R(E.V LAG\I AI I t --- .. —�---.- A laeu�a.Srram P°�es __ __ _ — — — — _ — — — — ___ _ _ — — — — — — — — — — — - — IN _____.. -,----- anion a ii _......_._ SI 77 1-2 1/2"Sleeve f r Irrigation Mainline Q 11� _ i - - - --- ------ J. -- - rtt-1 I _ _.. Cn LL. �` \. re a planter are s as needed or access o lateral , v -r a r ga io • a era s Break at planter areas as needed far access of lateral All sleeving locations are shown for graphical clarity '`� All sleeving to be located in median, unless noted. All sleeving locations are shown for graphical clarity (typical) All piping under paving shall be sleeved. EXISTING CVWD MAIN unless All sleeving to be located in median, un noted. Z-11 Extend all sleeving 224"�aond all hardscape — A6ANOONED AS PER CVWD (typical) All piping under paving shall be sleeved. — — — REFER TO CIVIL PLANS _ — Extend all sleeving24"beyaond all hardscape — lot w -. V - `_=- _ --1-2"Sleeve for Lighting Electrical .:=_.� __ = �:�:� ....__... _. _ ._:_,_ ————— — — ___ __ �1-2"Sleeve for Lighting Electrical V V 4/21 -e-ev" N" —,i----1-2 1/2"Sleeve for Irrigation Mainline G -1 1 "Sleeve f r Co Her Wirtp GMCNIE C; —^-�- G ---- G —q - .,4 .., Z I ` 00 1 C l 4"MiN.CLEARANCE SECTION VIEW `) I 14 MAINLINE, MAINLINE LATERAL WIRING IN LATERAL,AND PIPE PIPE CONDUIT "- i 24"B NEATH /��/� /�� PAVING WIRM�� PAVING 0 \/ DITCH LL. 8l i f SLEEVES • \��\ / /,� / 2"Sleeve for Drip Irrigation Lateral I PVC CAP(TYPICAL) 18"MIN. C•»- PLAN VIEW Extend alf sleeving 24"beyond all hardscape WIRE W/o OO#DUlr ; MONTEREY AVENUE FI �GR FINISH GRADE PAVING \�\j/ 18 MIN. TIE A 24 INCH LOOP iN //��/��/�� /' 24,E RUN WN�NG BENEATH ALL SOLVENT WELD ALL WIRING AT CHANGES AND BESIDE MAINLINE. PLASTIC PIPING TO OF DIRECTION OF 30' TAPE AND BUNDLE AT BE SNAKED IN OR GREATER UNTIE 10 FOOT WTERVA1L.S. TRENCH AS SHOWN AFTER ALL CONNECTIONS ____�_nn�� ,�/� _�/A��__ '�''AA PVC CAP(TYPICAL) HAVE BEEN MADE. NOTES: \ 1. ALL PVC IRRIGATION SLEEVES TO BE SCHAO PiPE TWICE PIPEMIRE BUNDLE DIAMETER NOTES: . A JOINTS SOLVENT WELDED AND WATERTIGHT. _._-.__ __. 3. WHERE THERE IS THAN ONE SLEEVE 1. SLEEVE BELOW ALL UNRLE WITH ELEMENTS WITH SCHEDULE 40 PVC TWICE THE DIAMETER OF J^ _._._ __. ___.__._-._ _____...._.._ � . _.._....____. _ _.__.__.__._. ._._....._.___ [. ___.._.___.-_ �._.._.._.._.. •-_..._.__._.__ -._______.. � __-. ____.,.-- __.__._.__. .....__....__._ -_._ u ES MINIMUM ABOVE FINISH GRADE, 2 THE PIPE OR W�BUNDLE WITHIN. E CIF . EXTEND THE SMALLER SLEEVE TO 24-INCH FOR PIPE AND WIRE BURIAL DEPTHS SE SPE K+ATiONS 4 MECHANICALLY TAMP TO 95/ PROCTOR 9 SLEEVING No,... PIPE & WIRE TRENCHING ,,,OTTO� scale; r • ■ SLEEVING NOTES: 0 1S 30 60 FT. - Sleeving required underneath all hardscape. Sleevingshown outside of median for graphical clarity, unless noted. These p�have been WWAFW by fe Vey''Wow Dom in P y eocordence with Water Code TNiee 7,Division 1,Olepler 3,Ardde 10.8. - Sleeving layout is schematic, coordinate with irrigation and lighting plans Section�7 et seq.requiring erlricW t landscape and ir,Oaft design in - Se rate electrical and irrigation sleeving b 2`�" horizontal APPROVED BY: cooperation with the local goveming agency(City or County). I g y •Approval of thm drawirq by CVWD staff does not constiaile approval to encroacl ]nto district and USSR Rights-of-Way. Trees,pwft,wak and Permanent sVucWm of any Idnd may not be purled or wwaded•n CVWD 11/It 06 and USER easement=or right without W obtaining an Director of Public arks RC 57989 encroachment permit from City of Palm Desert EXP - 06/30/08 APPROVED BY: 'bATE W R MANAGEMENT RVI 2CVWD PLAN# � OPMENT RVICES SUPERVISOR Sty of Roncho Mirage ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WiTH No. DATE REVISIONS A d' o A"oscAQ PREPARED FOR BENCH MARK: UNDERGROUND SERVICE ALERT GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND ¢ u t e;, q� DESIGNED BY. APPROVED BY: CITY OF PALM DESERT DRAWNG NO. Qevelcn+�n#Resource Consultants, Inc COMPLETE RESPONSlBIL1F1'FOR THE JOB SITE C01iDtTT01iS DURING THE COURSE OF CONSTRUCTIONOf THE PROJECT, iNCtut>ING 5 LOCATION: N0. 155 FORE yDG SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE C�� - �, j Civil Engtnoaring " Land Surveying . Land Planning RC Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS,AND CONSRUCTiON CONTIiACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD c `� n� ON�S.ARIO,OCA 91761 A909U 23oU15241CFAx 909 230-5246 � �" BRONZE DISK STAMPED LS 414E BM Sleeving Plan c, �+ DEM PROFESSIONN.HARMLESS FROM ANY AND ALL LNNUTY, REAL OF ALLEGED. IN CONNECTION WITH THE OF w ( ) ( ) g L6 O 1 —8 Q Q WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 1987 IN TOP 0i' CURB. NORTH SiDE OF DRAWN BY: THE DHSTW AND LOCATION OF ANY UNDERGROUND UTILiiII S OR STRUCTURES SHOWN iN THESE PLANS WERE OBTAINED BY A GEERALD FORD DR. AT THE EAST'B.C.R. DESERT GATEWAY (� SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWI EDGE,THERE ARE NO EXISTING UTILITIES EXCVr THOSE SHOWN 2 O ' ON THESE PLANS. THE CONiR/ OR iS REQUIRED TO TAKE ALL PRECAUTI©NSRY"URES TO PROTECT THE UTILITIES SHOWN, PREPARED BY: EAST ON MONTEREY AVE. 2.O E LY OF DA ^^♦ SHEET 11 TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. M1 # C U M M i N G S C U R L E Y ADD A S S t) C I A T E S, i N C B.C.R. P.P. V f�3O fd �'° ; L A N D 0 C A W E A Ft C H I -r t G T • fro i UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH 1-07 ." CHECKED BY: O SOUTH EAST CORNER OF BEFORE YOU DIG �� i 776TiA6rGREENSTREET, .152 ,6O, ,8182NA,CAuro IA 4iiOI ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE 0 GENi�AII.Y ACCEPTED CONSTRUCi10N PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND un� �P EEL,626.68 W 82 Z/1 yV . _ _ ._ �,� Q� _.- ... A t CA 3583 A2 301 44 UT 3f7$fl4 NM S a NV 878 CIARU 318 RC Rol w.0. U0��2W FOR: XX F.B. XX 1 1 J 1�F r COMPLETE RESPONSIBNlTY FOR THE JOB SITE CONDITIONS DURING THE{XIUR�OF CONSTRUCTIONOF THE PROJECT, INCLUDING � �