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FLP 2022-0009 Long Horn Steakhouse (03.15.2023)ta �W CALIFORNIA March 15, 2023 Nina Raey RSI Group 3187 Airway Ave, Suite A Costa Mesa, CA 92626 SUBJECT: FINAL LANDSCAPE PLAN 2022-0009 LONG HORN STEAKHOUSE Dear Ms. Raey: The City of La Quinta Design and Development Department has reviewed and approved Final Landscape Plan 2022-0009 for landscaping for a Long Horn Steakhouse project, subject to the following conditions of approval: 1) The plans are approved, subject to the approved and stamped plans attached and on file. 2) All shrubs shall be a minimum size of 5 gallons. 3) Attached is a Certificate of Completion which shall be completed and submitted to the Design and Development department prior to final Planning inspection(s). If you have any questions, please contact me at sfernandez(a)_laguintaca.gov and/or (760) 777- 7086. Sincerely, Sijifredo Fernandez Associate Planner Design and Development 18495 Calle Tampico I la Quinta, California 922531760.777.70001 www laquintaca,gov PROJECT TEAM o ' OWNER/DEVELOPER CIML ENGINEER CHRIS CREDITF GARDEN RESTAURANTS, INC. JENNIFER KIRBY, P.E. KIMLEY—HORN AND ASSOCIATES, INC. 1000 DARDEN CENTER DRIVE ORLANDO. FL 32831 031 CHABOT DRIVE, SUITE 350 PLEAS ANIN, CA 94588 (407) 401-2846 (669) 800-4168 OCREDITTIIDARDEN.COM JENNIFER.KIRBYINGMLEY—HORN.COM ARCHITECT JENNIFER NELSON LANDSCAPE ARCHITECT MICHAEL MADSEN, P.L.A. ACS ARCHITECTURAL CONSTRUCTION SERVICES KIMLEY—HORN AND ASSOCIATES. INC. 0.555 LAKE FOREST DRIVE, SUITE 650 401 B STREET, SJJITE #600 ONgNNAT, ON 45242 (513) 891-6200 SAN DIEGO, CA 92101 (619) 144-0164 JNELSgV0AC5—ARCHITECTS.COM MICHAELMADSENOKIMLEY—HORN.COM SURVEYOR PETER E. WEILBACHER. P.LS PBLA SURVEYING, INC. 1 MH FORD STREET, MITE 201 REDLANDS. CA 92J13 (661) 223-6549 PWEILBACHEROPBLA.BIZ UTILITY PURVEYORS WAVJI COOALLA VALLEY WATER DISTRICT 51501 TYLER STREET SOUTHERN CALIFORNIA GAS COMPANY 932 N CITRUS AVENUE COACHELIA, CA 92238 (160) 398-2651 COINA, CA 91]22 (160) 421-2000 WASTE MANAGEMENT VALLEY WATER DISTRICT IMPERIAL IRRIGATION DISTRICT 51501 TYLE TYLER STREET COACH CA 92238 I -A OUI AVENUE 58 LA QUINTS, 92253 (]80) 598-2851 (760) 39 6 (760) 335-3840 BASIS OF BEARINGS THE BEARINGS AND DISTANCES SHOWN HEREON AgE BASED ON STATIC GPS TIES TO TWO CONTINUOUS GPS STATIONS IFS1 REFERRED TO AS P49o' AND 'P491'. BEING NORTH ]257'45' EAST BASED ON POSITIONS P BUS ED IN THE CALIFORNIA SPATIAL REFERENCE CENTER. ccpps sTanON P490 OR IHIRG: .137.72 FASTING 8.508.080.18 Gw6 STATION 249, NORTHING: 2,152 ]29.15 8.588.]29.53 oE"AS�IIUNGST 1HE c00RDINA S SHOWN HEREON ARE BASED ON THE CAUFORNIA COORDINATE SYSTEM OF 1983 fGMB E N. ATVE TO THE NORTH AMERICAN DATUM OF 19W (2010 EPOCH GPS ,UEj OZONREL1.5 ALL DISTANCES SHOWN ARE GROUND, UNLESS OTHERWISE NOTED. M—OBTAIN MD. MULTIPLY GROUND DISTANCE BY A COMBINED FACTOR OF 0.9999174013. BENCHMARK NOTE CITY OF IA OUINTA BENCHMARK NUMBER '080' NAME: HIGHWAY 111 O WHITEWATER CHANNEL ELEVATION: 90.381 FEET DATUM: NSVD BB DESCRIPTION: 3' NGS BRAS DISK IN IARGE OCK STAMPED 'ri 02', DOWN 0.1'. LOCATION: 22.5' SOUTHERLY OF CURB FACE HIGHWAY 111, AOROSS FROM CUFF HOUSE ENTRANCE SITE INFORMATION SITE ADDRESS: 1910.5 HIGHWAY 11 LA QUINTS CA 92253 APN: 800-440-001 TOTAL SITE AREA 21,845 SF (0.50 AC) TOTAL BUILDING AREA: 1.323 SF F.A.R.: 0.34 ZONING CLASSIFICATION: REGIONAL COMMERCIAL (CR) PROPOSED USE: RESTAURANT TOTAL LOTS: 1 TOWNSHIP: TOWNSHIP 5 SOUTH (T05S) RANGE: RANGE 1 EAST (RODE) SECTION: SECTION 29 (SEC. 29) FEMA FIRM FLOOD ZONE INFORMATION ZM : x DEFINITION: 0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN 1 FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE MAP NUMBER: 08065C2234G COIAMUNITN CITY OF LA WINTA NUMBER: 060109 PANEL: 2234 SUFFIX: G EFFECTIVE DATE: 08/28/2008 REWSION DATE: NONE LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF IA WINTA, IN THE COUNTY OF RIVERSIDE, STATE OF GAUFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL A: PARCEL 1 OF PARCEL MAP 36269. IN THE CITY CE LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY PARCEL MAP ON FILE IN BOOK 232, PAGES 5 THROUGH 8 INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. PARCEL B: EASEMENTS FOR VEHICULAR AND PEDESTRIAN INGRESS AND ENGRESS, ORAINAGE AND UTUTES AS CREATED BY DOCUMENT ENTITLED CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENY, RECORDED MARCH 21, 2008 AS INSTRUMENT NO. 2008-0200132 OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. PARCEL C: EASEN.TS FOR INGRESS, EGRESS PARKING. AND UTILITIES AS CREATED BY DOQUMENT ENTITLED bECLARATION OF COVENANTS, CSNDITONS, EASEMENTS AND RESTRICTIONS FOR KOMAR DESERT CENTER" RECORDED NOVEMBER O5, 2010 AS INSTRUMENT NO. 2010-0533728 OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. APN: 600-4aG—om ONSITE LANDSCAPE IMPROVEMENT PLANS FOR 79705 HIGHWAY 111 LA QUINTA , CA 92253 HIGHWAY111 o ' vJATER ADMINISTRATIVE ;1 s, ROOts, a....a ' PJECT SITE .. C'I'H" LOCATION MAP N.TS. SHEETINDEX SHEET NUMBER SHEETTITLE L52100 PLANNING APPROVAL vJATER ADMINISTRATIVE CASE# FLP2022-0009 EXHIBIT# NORTH INITIAL sfernandez DATE 03/15/2023 8:21:09 AM L52100 III W W L0.1 ILeaeplanhercbxnmiexM fiy tlm Coachella Va9ry Weer Dutict w arcma.�,�mcllrma,corcmma�tCaaegemo�ass9lNw. vJATER requirioge8itimt Modsape sodimgaemdesiga in aoopmatimwiO roe 1 govemmg emry(City mComry} APpmvMatWa Nawmgby CVWDamffdoeamtwnnimteap A, p p °�STRie� —hi mmRighofWyw�'Omnfimlo� NmC�M1N/D andUSBR10stric1 mcmachm penrutn�frum CV WD. q X19 12022 WalarmaoagammeDrya,mml wm CVWD Pimp mmt Servic epenmeu[ III W W L0.1 GENERAL LANDSCAPE NOTES 1. THE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND THE MOST CURRENT EDITION OF THE APPLICABLE CITY AND/OR REGIONAL STANDARDS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF THESE STANDARDS, SPECIFICATIONS AND DRAWINGS, AS WELL AS ALL OTHER STANDARDS AND SPECIFICATIONS WHICH MAY BE NECESSARY TO COMPLETE AND ACCURATELY INTERPRET THESE PLANS. 2. ALL QUANTITIES LISTED IN THE LANDSCAPE SCHEDULE ARE FOR THE CONVENIENCE OF THE CONTRACTOR. IN THE CASE OF ANY DISCREPANCIES, PLANS SHALL OVERRIDE THE LANDSCAPE AND BID SCHEDULE QUANTITIES. CONTRACTOR SHALL VERIFY QUANTITIES SHOWN ON THE PLANS AND BASE THEIR BID ACCORDINGLY. 3. RESPONSIBILITY FOR ESTABLISHING SUBGRADES IS NOT INCLUDED IN THIS WORK. INSPECT SUBGRADES PRIOR TO COMMENCING WORK TO CONFIRM SUBGRADE DEPTHS AND GRADES. ADVISE LANDSCAPE ARCHITECT OF DISCREPANCIES WITH DRAWINGS OR SPECIFICATIONS. ALL PLANTING AREAS SHALL BE LEFT FREE OF CONSTRUCTION DEBRIS AND/OR TOXIC MATERIAL AND GRADED TO A LEVEL TO PERMIT LANDSCAPE CONSTRUCTION. TRENCHES OR OTHER FILLED EXCAVATIONS SHALL BE COMPACTED PRIOR TO LANDSCAPE INSTALLATION. 4. SITE GRADING NECESSITATED BY THE WORK AS IT PROGRESSES AND NOT SPECIFICALLY CALLED OUT ON THE PLANS WILL BE CONSIDERED INCIDENTAL WORK. 5. ALL LANDSCAPE AREAS SHALL BE UNIFORMLY GRADED SO THAT FINISHED SURFACES CONFORM TO THE TYPICAL SECTIONS AND PROPOSED GRADES SHOWN. FINISHED SURFACES SHALL BE REASONABLY SMOOTH, COMPACTED, AND FREE FROM IRREGULAR SURFACE DRAINAGE. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE FINISH GRADE AND SHALL BEAR FINAL RESPONSIBILITY FOR PROPER SURFACE DRAINAGE OF PLANTED AREAS. 6. AFTER ROUGH GRADING HAS OCCURRED, CONTRACTOR SHALL OBTAIN AN AGRONOMIC SOILS REPORT AND SUBMIT TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO AMENDMENTS AND/OR PLANTING. CONTRACTOR SHALL APPLY RECOMMENDATIONS UNLESS OTHERWISE NOTED BY LANDSCAPE ARCHITECT. 7. BACKFILL MIX SHALL BE PLACED IN 6" LIFTS AND TAMPED INTO PLACE AROUND THE PLANT. NO TRANSPLANTING SHALL BE DONE WHEN SOIL IS EXCESSIVELY WET. DO NOT COUNTERSINK AROUND CACTI OR SUCCULENTS. PROVIDE POSITIVE DRAINAGE AWAY FROM PLANT. 8. TREES AND SHRUBS SHALL BE PLACED A MINIMUM OF 5' AWAY FROM WATER METER, GAS METER, OR SEWER LATERALS; A MINIMUM OF 10' AWAY FROM UTILITY POLES; AND A MINIMUM OF 8' AWAY FROM FIRE HYDRANTS AND FIRE DEPARTMENT SPRINKLER AND STANDPIPE CONNECTIONS 9. EXCAVATE PITS, AS SHOWN ON DRAWINGS AND DETAILS. LOOSEN HARD SUBSOIL IN BOTTOM OF PIT. TEST DRAINAGE OF TREE, SHRUB AND PLANT PITS BY FILLING WITH WATER TWICE IN SUCCESSION. THE RETENTION OF WATER IN PLANTING PITS FOR MORE THAN TWENTY-FOUR (24) HOURS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. SUBMIT IN WRITING A PROPOSAL FOR THE CORRECTION TO THE OWNER'S REPRESENTATIVE FOR APPROVAL BEFORE PROCEEDING WITH WORK. 10, IF ROCK, UNDERGROUND CONSTRUCTION, ADVERSE DRAINAGE CONDITIONS, OR OTHER OBSTRUCTIONS ARE ENCOUNTERED IN EXCAVATION FOR PLANTING OF ANY PLANT MATERIAL, NOTIFY THE OWNER'S REPRESENTATIVE. NEW LOCATIONS MAY BE SELECTED BY THE OWNER'S REPRESENTATIVE, OR INSTRUCTIONS MAY BE ISSUED TO DIRECT REMOVAL OF OBSTRUCTION. PROCEED WITH WORK ONLY AFTER APPROVAL OF THE OWNER'S REPRESENTATIVE. 11. DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON-AVAILABILITY FROM AT LEAST FIVE SOURCES TO THE OWNER'S REPRESENTATIVE, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL FOR FINAL APPROVAL. 12, ALL PLANT MATERIAL AND SPECIFICATIONS TO CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK STANDARDS UNLESS OTHERWISE NOTED. 13. LAY OUT INDIVIDUAL TREE AND PLANT LOCATIONS AND AREAS FOR MULTIPLE PLANTINGS, STAKE LOCATIONS AND OUTLINE AREAS AND SECURE THE OWNER'S REPRESENTATIVE'S ACCEPTANCE BEFORE START OF PLANTING WORK. MAKE MINOR ADJUSTMENTS AS DIRECTED. 14, ALL SHRUBS SHALL HAVE A FULL HEAD THAT COVERS THE CAN DIAMETER (CAN FULL) AND A MINIMUM OF THREE STEMS/BRANCHES. 15. FINISH GRADE FOR PLANTED AREAS SHALL BE 1" BELOW ALL CURBS, WALKS AND PAVING WITH SMOOTH EVEN LINES AT EDGES OF STRUCTURES. 16. FINISH LANDSCAPE GRADES SHALL SLOPE AT A 2% GRADE AWAY FROM CURBS, WALKS, AND WALLS. 17. ALL LANDSCAPE AREAS SHALL RECEIVE A 3" LAYER OF MEDIUM GRADE BARK MULCH UNDER SHRUBS AND 1 '/2" LAYER OF MEDIUM GRADE BARK MULCH UNDER GROUNDCOVER. TREES TO HAVE A 6" DIAMETER RING AROUND TRUNK FREE OF MULCH. MULCH SHALL EXTEND UNDER ALL SHRUBS AND PLANTS APPLY PRE -EMERGENT HERBICIDE PRIOR TO AND AFTER MULCH INSTALLATION. MULCH AROUND BUILDING PAD SHALL BE 4-6" RIVER ROCK MULCH OVER 1-1/2" LAYER OF MEDIUM GRADE BARK MULCH. MULCH OUTSIDE OF BUILDING PAD SHALL BE MEDIUM GRADE WOOD BARK MULCH AS SPECIFIED ABOVE. MULCH WITHIN BIORETENTION SHALL BE 3" LAYER OF NO -FLOAT CYPRESS BARK MULCH. 18. PROVIDE SAMPLES OF PROPOSED MULCH SHOWING COLOR, GRADATION SIZE RANGE AND TEXTURE INCLUDING PROPOSED SOURCE. PROVIDE 1/2 CUBIC FOOT SAMPLE OF EACH. 19. ANY ROCK MULCH OR DECOMPOSED GRANITE SHALL NOT CONTAIN LUMPS OR BALLS OF CLAY, CALICHE, ORGANIC MATTER OR CALCAREOUS COATING. PROVIDE WEED BARRIER UNDER ALL DG AND/OR ROCK MULCH. THE CONTRACTOR SHALL ENSURE THAT SUFFICIENT QUANTITY IS AVAILABLE FROM A SINGLE SOURCE TO COMPLETE THE PROJECT. THE OWNER'S REPRESENTATIVE SHALL APPROVE SAMPLES PRIOR TO ORDERING. 20. NO JOB WILL BE CONSIDERED COMPLETE UNTIL ALL CURBS, PAVEMENT AND SIDEWALKS HAVE BEEN SWEPT CLEAN OF ALL DIRT AND DEBRIS ACCORDING TO PLANS. n 21. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS REQUIRED. (SEE THE CITY GENERAL CONDITIONS) 22. ALL CONSTRUCTION ROADS AND COMPACTED AREAS DEVELOPED THROUGH CONSTRUCTION THAT ARE WITHIN THE LANDSCAPE AREAS SHALL BE SCARIFIED AND LOOSENED TO A DEPTH OF 12" PRIOR TO LANDSCAPE AND IRRIGATION WORK BEGINNING 0 23. PLANTINGS WITHIN THE SIGHT VISIBILITY TRIANGLE LINE SHALL BE MAINTAINED SO THAT NO LIMBS HANG LOWER THAN SEVEN (7) FEET AND SHRUBS OR OTHER PLANTS PLANTED WITHIN THE SIGHT VISIBILITY TRIANGLE LINE SHALL BE NO TALLER THAN TWO (2) FEET AT FULL GROWTH. U) 0 24. A MINIMUM OF THREE INSPECTIONS WILL BE REQUIRED BY THE CITY OF TEMECULA LANDSCAPE INSPECTOR. THE FIRST IS AN IRRIGATION INSPECTION TO VERIFY PIPE DEPTHS AND IRRIGATION Q MATERIAL CONFORMANCE. THE SECOND' IS A LANDSCAPE INSPECTION TO VERIFY IRRIGATION COVERAGE AND OPERATION. THE THIRD IS TO VERIFY THAT ALL PLANTINGS HAVE BEEN INSTALLED CONSISTENT WITH THE APPROVED CONSTRUCTION PLANS. a i 0 0 rn N co N w 2 J Q LANDSCAPE ARCHITECT NOTES 1. THE TERM "LANDSCAPE ARCHITECT" USED HEREIN SHALL MEAN THE LANDSCAPE ARCHITECT WHO HAS SIGNED AND SEALED THESE PLANS AND 1S IN RESPONSIBLE CHARGE OF THE LANDSCAPE ARCHITECTURE DESIGN. THE TERM "CONTRACTOR" USED HEREIN SHALL MEAN ANY GENERAL CONTRACTOR OR SUBCONTRACTOR USING THESE PLANS. ANY AGENCY SIGNATURE OR APPROVAL ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES. 2. THE LANDSCAPE ARCHITECT WILL NOT PROVIDE, OBSERVE, COMMENT ON NOR ENFORCE ANY SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY MEASURES AND SHALL BE SOLELY RESPONSIBLE FOR SAME AND COMPLYING WITH ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. THE CONTRACTOR AGREES THAT SHE/HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS AND SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 3. THE LANDSCAPE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR ANY OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION, TECHNIQUES; EQUIPMENT CHOICE AND USAGE, SEQUENCE, SCHEDULE, SAFETY PROGRAMS, OR SAFETY PRACTICES, NOR SHALL THE LANDSCAPE ARCHITECT HAVE ANY AUTHORITY OR RESPONSIBILITY TO STOP OR DIRECT THE WORK OF ANY CONTRACTOR. 4. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE LANDSCAPE ARCHITECT AND OWNER, THEIR AGENTS AND EMPLOYEES, HARMLESS FROM ANY AND ALL CLAIMS, DEMANDS, JUDGMENTS, LOSS, DAMAGES, COSTS, EXPENSES, FEES OR LIABILITY WHATSOEVER, REAL OR ALLEGED, IN CONNECTION WITH, IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE LANDSCAPE ARCHITECT. 5. IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS, THE CONTRACTOR SHALL REQUEST IN WRITING FROM THE LANDSCAPE ARCHITECT AND THE OWNER, AN INTERPRETATION BEFORE DOING ANY RELATED OR IMPACTED WORK. 6. THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PROTECT THE PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM CONTRACTOR OPERATIONS BY APPROPRIATE MEANS UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHOMEVER IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO STARTING WORK NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH UTILITY COMPANY REPRESENTATIVES. 8. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A SEARCH OF READILY AVAILABLE RECORDS. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ALL DAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE SPECIFICATIONS AND STANDARDS AT THE SOLE EXPENSE OF THE CONTRACTOR. 9. THE LOCATION, ELEVATIONS, SIZE, TYPE AND CONDITION OF EXISTING IMPROVEMENTS ADJACENT TO THE PROPOSED WORK INDICATED ON THESE PLANS SHALL BE CONFIRMED BY THE CONTRACTOR BY FIELD MEASUREMENTS AND OBSERVATIONS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR WILL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT IN WRITING IF ANY DISCREPANCIES OR CONFLICTING INFORMATION IS FOUND. 10. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES AS NEEDED, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY DUE TO THE ACTUAL LOCATION, SIZE, TYPE, OR CONDITION OF EXISTING FACILITIES DIFFERING FROM WHAT IS SHOWN ON THESE PLANS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE TO THE EXISTING IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE OWNER. 12. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY BEFORE PROCEEDING WITH THE WORK IN QUESTION. 13. ANYTHING MENTIONED IN THE SPECIFICATIONS, IF ANY, AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH. I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AB -1881 AND APPLIED THEM FOR THE EFFICIENT U E OF WATER IN THE LANDSCAPE DESIGN PLAN. &kj &J2-o� MICHAEL P. MADSEN, LLA 5798 PLANT SCHEDULE a TREES CODE CITY BOTANICAL / COMMON NAME CONT HEIGHT/SPREAD CAL. WUCOLS F EE 4 EXISTING TREE TO BE REMOVED - - - - EX 20 EXISTING TREE TO REMAIN - - - - PROTECT IN PLACE PA 1 PARKINSONIA ACULEATA / MEXICAN PALO VERDE 24" BOX 15` HT. X 15' SPR. 1 " CAL. L (0.2) SHRUBS CODE CITY. BOTANICAL / COMMON NAME CONT. SPACING WUCOLS W AA 24 AGAVE AMERICANA / CENTURY PLANT 5 GAL. 36" O.C. L (0.2) BG 73 BOUTELOUA GRACILIS / BLUE GRAMA GRASS 1 GAL. 42" O.C. L (0.2) DW 15 DASYLIRION WHEELERI / GREY DESERT SPOON 5 GAL. 60" O.C. L (0.2) • EL 32 ERICAMERIA LARICIFOLIA 'AGUIRRE' TM / AGUIRRE TURPENTINE BUSH 1 GAL. 48" O.C. L (0.2) OL 25 OLEA EUROPAEA `LITTLE OLLIE' / LITTLE OLLIE OLIVE 5 GAL. 42" O.C. L (0.2) (Q-�) PN 63 PEROVSKIA ATRIPLICIFOLIA / RUSSIAN SAGE 1 GAL. 60" O.C. L (0.2) SC 63 SALVIA CLEVELANDII / CLEVELAND SAGE 1 GAL. 60" O.C. L (0.2) VP 38 VIGUIERA PARISHII / PARISH'S GOLDENEYE 1 GAL. 48" O.C. L (0.2) BOULDERS CODE CITY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS RB 4 LANDSCAPE BOULDER / 2-3' BOULDER, COLOR: TAN GRAY BLEND - - BY SOUTHWEST BOULDER AND STONE OR APPROVED EQUAL. DB 4 LANDSCAPE BOULDER / 4-5' BOULDER, COLOR: TAN GRAY BLEND - - - BY SOUTHWEST BOULDER AND STONE OR APPROVED EQUAL. GROUND COVERS CODE CITY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS RH 167 ROSMARINUS OFFICINALIS `HUNTINGTON CARPET` / HUNTINGTON CARPET ROSEMARY 1 GAL. 36" O.C. M (0.5) EXISTING CODE CITY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS W W W XT 3,175 SF EXISTING LANDSCAPE TO REMAIN / PROTECT IN PLACE - - - MATERIAL CODE (QTY COMMON NAME --- RB 40 L. F. ROOT BARRIER ME 160 L.F. METAL EDGER L521 01 I /la t 2(77-2 Date CVWD Plan # These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. 1 _0kvk 6,"A - Water Management Department Devel pment Services artment z U LdN 0 g :2 :2o Q o L 0 0Q N >- rn 1 N m N Q 0 m Q w Y Q cn Q w V) o o v O ® O � O �° ca a x @ Q Ln ri N U ZLnQ Z Z �g rn n NO. DATE7 DESCRIPTION W 00 00 W L0 rn Oz U 0 LU W z o a o m a QU Z Woom U J N F- iA LO U N r N C9WZM �M _ V ppp J X Z n Q !n Q M F- Q J RY 4)Z _ t G Y M �C�� Q c 3 m V n. 9 z z U LdN 0 g :2 :2o Q o L 0 0Q N >- rn 1 N m N Q 0 m Q w Y Q cn Q w V) o o v O ® O � O �° ca a x @ Q Ln ri N U ZLnQ Z Z �g rn n NO. DATE7 DESCRIPTION W 00 00 W L0 rn Oz rn � Q 0 -r- W z o CL + QU Z UW � o W a N � w U Z J X Z n Q Q LL_0Ln_ J n O 00 Ld �N �- 0)0 .. Q z o U S n �r z U LdN 0 g :2 :2o Q o L 0 0Q N >- rn 1 N m N Q 0 m Q w Y Q cn Q w V) o o v O ® O � O �° ca a x @ Q Ln ri N U ZLnQ Z Z �g rn n NO. DATE7 DESCRIPTION W W W Oz Z W WW CL + QU UW W p � zQ Z Q J SHEET NUMBER L1.1 I CALIFORNIA HIGHWAY 11 i i t 1 EXISTING LANDSCAPE TO EXISTING SIDEWALK REMAIN, PROTECT IN PLACE RIGHT OF WAY LINE EX .•• ••. W W - W �Y W W BG 1 { KEEP GROUNDCOVER 4' RAD W 31 W W W W W W W W W W W W W W W w W W W W W W W W W W W W W W + W VP CLEAR AROUND EXISTING TREE W W W W W W w W W W W W W v W W W W W W W W W W W W W W W W W W W W W W 2 W v W EX W W W W W W W W W W W W W W y W W W W W W W W W W W W W W W W 2 AAn Y `/ /'1/'` V P 3 4 Y W W W y W W W W W W W W W W W W W y W W W W W W W W W W W W W RB BARK MULCH (TYP.) W W W v W W W W W y W W W DB gG METAL EDGER (TYP). EXISTING TREES TO REMAIN (TYP) W W 1 28 0000 PROPERTY LINE ROCK MULCH (TYP.) 32 0 o � 167 0 0 WW a •oo• � AA WW PARCEL LINE o o o 3 W W W © W W W •. o 1W W W 1 1 000 a® oo WRg�W�WWW� VQ o W WWW o �J\"II^JN 0VP vW 13 ^o^o f >) f > f DA a af e c W � W �. �✓ LTJ �.�J \.�✓ \✓ �J \✓ \✓ �.l.✓ \.✓ l.✓ l.�✓ �J �.�✓ LTJ l,�✓ \.„J �.v✓ v W Y W W W W (r u o> ) ( a ) ( a ) ( c ) { y 1 W 2 w W W �..�✓ \.�✓ \.�J 4�✓ \.�✓ \.�✓ �..�J \.�J 4,,,J \.� �✓ \.�✓ 1. Y - W W JW ( ) AA DW )4 6 3 `v✓ DW EX EX 113/1 t �.�✓ , W W W W W W W W W y �" 3 SC I ZfSC /33 y PN 26 34 t > PN 29 ROCK MULCH (TYP.) GRAPHIC SCALE IN FEET Ji 0 5 10 20 Q L52102 PLANT LEGEND TREES CODE BOTANICAL / COMMON NAME EE EXISTING TREE TO BE REMOVED 0 EX EXISTING TREE TO REMAIN • PA PARKINSONIA ACULEATA / MEXICAN PALO VERDE SHRUBS CODE BOTANICAL / COMMON NAME W AA AGAVE AMERICANA / CENTURY PLANT 0 BG BOUTELOUA GRACILIS / BLUE GRAMA GRASS DW DASYLIRION WHEELERI / GREY DESERT SPOON { • } EL ERICAMERIA LARICIFOLIA `AGUIRRE` TM / AGUIRRE TURPENTINE BUSH OL OLEA EUROPAEA `LITTLE OLLIE' / LITTLE OLLIE OLIVE PN PEROVSKIA ATRIPLICIFOLIA / RUSSIAN SAGE < i SC SALVIA CLEVELANDII / CLEVELAND SAGE ® VP VIGUIERA PARISHII / PARISH'S GOLDENEYE BOULDERS CODE BOTANICAL / COMMON NAME RB LANDSCAPE BOULDER / 2-3' BOULDER, COLOR: TAN GRAY BLEND DB LANDSCAPE BOULDER / 4-5` BOULDER, COLOR: TAN GRAY BLEND GROUND COVERS CODE BOTANICAL/ COMMON NAME RH ROSMARINUS OFFICINALIS `HUNTINGTON CARPET` / HUNTINGTON CARPET I EXISTING CODE BOTANICAL / COMMON NAME W W XT EXISTING LANDSCAPE TO REMAIN / PROTECT IN PLACE W W MATERIAL CODE BOTANICAL / COMMON NAME -- RB ROOT BARRIER ME METAL EDGER /19 /2027, Date I CVWD Plan # These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department 4uL, �!A_ bre-v'�le ment Services l epartment U Q Z VI QW V W V J Z W o n U O tr 7 E o iy LLJ J = Q: J Lda U D c� z Q � Q In Q z Q 6:2 u z U HN 0 g -D o Q O 0 C) o 0)� } N M Cl CK N Z 0 C)] D Ld W _ a- J 3 U Y Q cn Q W V) Q o Q 0 ® o 1 o 0 CON 5 c-( (`n � Lr) N N a a =Q o =z o rng NO. DATE DESCRIPTION W CL Z U� J n z Q J SHEET NUMBER L1.2 00 00 U � U 7 ao a Q NCO 0 JQ V f11 UH�-z-U ow 0) U o 0-) Qv o R 4) � = C Y 80 R C 7 N QcMC UTt a (� 0 Z u z U HN 0 g -D o Q O 0 C) o 0)� } N M Cl CK N Z 0 C)] D Ld W _ a- J 3 U Y Q cn Q W V) Q o Q 0 ® o 1 o 0 CON 5 c-( (`n � Lr) N N a a =Q o =z o rng NO. DATE DESCRIPTION W CL Z U� J n z Q J SHEET NUMBER L1.2 00 00 � rn rn �. Q 00 U z ao O � Z U o 0-) Qv w 4QOf o�o LO (� 0 w0) �L 0 N 00 0 Q z 0o M d- u z U HN 0 g -D o Q O 0 C) o 0)� } N M Cl CK N Z 0 C)] D Ld W _ a- J 3 U Y Q cn Q W V) Q o Q 0 ® o 1 o 0 CON 5 c-( (`n � Lr) N N a a =Q o =z o rng NO. DATE DESCRIPTION W CL Z U� J n z Q J SHEET NUMBER L1.2 c 0 a 0 U 0 0 i 0 0 a 0 Q 0 c C, I rn 0 0 N N rn c 0 0 U) Q) 0 0 w 0 I Q m Y 2X ROOTBALL FOR PLANTING HOLE AND BACKFILL TO BE NATIVE SITE SOIL ONLY - 2x DIAMETER OF ROOT BALL 1. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. 2. SET STAKES PERPENDICULAR TO PREVAILING WINDS. 3. REMOVE ANYTHING (i.e. BURLAP, WIRE AND STRAPS) THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH. 4. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. 5. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT/OR OWNER. 6. BRANCHING HEIGHT TO ANSI STANDARDS. DOUBLE STAKE TREE PLANTING PREVAILING WINDS ' ' PLAN A. V.I.T. TWIST BRACE (2 PER TREE) AS MANUFACTURED BY V.I.T. CO. SEE SPEC.'S. NAIL TO TREE STAKE WITH 2, 1" GALV. ROOFING NAIL. B. ARBOR GUARD (IN TURF AREAS ONLY) C. 2" DIAMETER X 12' LONG LODGE PINE TREE STAKE, (2) PER TREE, D. 1"-3" DIAMETER RIVER ROCK OR 3" MINIMUM OF HARDWOOD BARK MULCH OR AS SPECIFIED (IN OUTLYING PLANT BEDS) E. 3" HIGH SOIL BERM TO HOLD WATER F. FINISHED GRADE (SEE GRADING PLAN) G. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE H. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). (, PREPARED PLANTING SOIL AS SPECIFIED. J. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. K. UNDISTURBED SUBSOIL BACKFILL TRUNK NTS IN. 1 2 MATURE, IN. 1 2 MATUR SHRUB WIDTH MIN. 8 CLEAR SHRUB WIDTH FIRE HYDRANT 51-011 MIN. CLEAR — - 17 -_ - _ A O TOP OF EDGING TO BE Y" ABOVE TURF/GROUNDCOVER BO TOP OF STAKE TO BE 1" BELOW TOP OF EDGING C O WEED BARRIER AND PRE -EMERGENT HERBICIDE D 1 RIVER ROCK/PLANTING ZONE, SEE PLANTING DETAIL D STAKE PER MANUFACTURERS RECOMMENDATIONS NOTE: 1. BED EDGE SHALL BE 5" BLACK COMMERCIAL ALUMINUM OR STEEL EDGING WITH 12" SPIKES AT 3' ON CENTER MAXIMUM. 2. INSTALL EDGING ONLY IN AREAS TO SEPARATE RIVER ROCK FROM MULCH, TURF, OR GROUNDCOVER; EDGING SHALL NOT BE INSTALLED ADJACENT TO SIDEWALKS. 3. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARDS. METAL EDGER a d 4 SECTION POOR DRAINAGE CONDITION 1. FINISH GRADE 2. BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED. 3. FILTER CLOTH, MIRAFI 50OX OR BETTER 4. 12" CLEAN SAND, COMPACTED. ADJUST LAYER THICKNESS SO TOP OF ROOTBALL IS AT LEAST 1" ABOVE FINISHED GRADE. 5. SLOPE BOTTOM TO DRAIN 6. f18"O AUGURED HOLE PENETRATE THROUGH OCCLUDING LAYER TO WATERTABLEOR TO -A DEPTH OF 7' TO ASSURE PROPER PERCOLATION. 7. BACKFILL WITH 1/2" - 3/4" GRAVEL. 8. WATER TABLE. (DEPTH VARIES) NOTE: FOR A PARKING ISLAND PLANTING SITUATION, CONTRACTOR TO BACKFILL ENTIRE LENGTH OF PLANTING AREA TO WITHIN 6" OF BACK OF CURB OR IV% 010 PNWMV1 OF WRITTEN SPECIFICATIONS FOR ADDITIONAL INFORMATION. CAR DOOR T CENTER OF NEAREST SHRUB °� ° ° ,1 e °°°° � o0 2$- 0 ° °-db a ° °° � MIN. CLEAR PARKING ISLAND, SIDE DETAIL 2 1 f3'-0" TO CENTER OF NEAREST SHRUB 0'°� 2) -Olt MIN. CLEAR PARKING ISLAND, NOSE -IN DETAIL 2 1 1. INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. CYPRESS BARK MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE 2. CURB OR PARKING LOT EDGE, BY OTHERS SHRUB PLANTING AT CURB NTS NOTES: SPECIFIED TREE ROOT BARRIERS ARE A MECHANICAL BARRIER AND ROOT DEFLECTOR TO PREVENT TREE ROOTS FROM DAMAGING HARD- SCAPES AND LANDSCAPES. ASSEMBLED IN 2' LONG MODULES TO CREAT VARYING SIZES OF CYLINDERS FOR SURROUNDING ROOT BALLS (SURROUND PLANTING STYLE) OR FOR LINEAR APPLICATIONS DIRECTLY BESIDE A HARDSCAPE ADJACENT TO ONE SIDE OF THE TREES (LINEAR PLANTING STYLE). A. MATERIALS 1. THE CONTRACTOR SHALL FURNISH AND INSTALL TREE ROOT BARRIERS AS SPECIFIED. THE TREE ROOT BARRIERS SHALL BE PRODUCT # UB 24-2 AS MANUFACTURED BY DEEP ROOT PARTNERS, L.P. 345 LORTON AVE. #103, BURLINGAME, CA (800-458-7668), OR APPROVED EQUAL. THE BARRIER SHALL BE BLACK, INJECTION MOLDED PANELS, OF 0.085" WALL THICKNESS IN MODULES 24" LONG BY 24" DEEP; MANUFACTURED WITH A MINIMUM 50% POST CONSUMER RECYCLED POLYPROPYLENE PLASTIC WITH ADDED ULTRAVIOLET INHIBITORS; RECYCLABLE. EACH PANEL SHALL HAVE: B. CONSTRUCTION AND INSTALLATION 1. THE CONTRACTOR SHALL INSTALL THE TREE ROOT BARRIERS WITH THE NUMBER OF PANELS AND IN THE MANNER SHOWN ON THE DRAW INGS. THE VERTICAL ROOT DEFLECTING RIBS SHALL BE FACING INWARDS TO THE ROOT BALL AND THE TOP OF THE DOUBLE EDGE SHALL BE 1/2" ABOVE GRADE. EACH OF THE REQUIRED NUMBER OF PANELS SHALL BE CONNECTED TO FORM A CIRCLE AROUND THE ROOT BALL OR WHERE SPECIFIED JOINED IN A LINEAR FASHION AND PLACED ALONG THE ADJACENT HARDSCAPE 2. EXCAVATION AND SOIL PREPARATION SHALL CONFORM TO THE DRAWINGS 3, THE TREE ROOT BARRIERS SHALL BE BACKFILLED ON THE OUTSIDE WITH 3/4 TO 1 1/2" GRAVEL OR CRUSHED ROCK AS SHOWN ON THE DRAWINGS. NO GRAVEL BACKFILL IS REQUIRED FOR A LINEAR PLANTING ROOT CONTROL BARRIER ,-- ZIPPER JOINING SYSTEM NTS NTS OBOULDER TO BE SET A MINIMUM OF 1/3 OR A ROCK TO APPEAR THAT IT HAS SETTLED OVER TIME INTO THE LANDSCAPE. Z Q MAXIMUM OF 2/3 BELOW GRADE. BOULDERS TO APPEAR MORE WEATHERED AND ANGULAR IN APPEARANCE,� Q �BPLACE FLAT SIDE OF ROCK BELOW GRADE OR RATHER THAN ROUNDED OR FLAT, AND SHALL BE FREE OF SHARP EDGES. s NATURAL FACE ABOVE GRADE. N Ld GROUNDCOVER A 0 U O B _ m 0 ry 0 U J c 10"-15" c_ o V ��'�`°�--1 (? �? � i —f !� I �{ i��---4-• i I T--�__� i 1 (— I _I_•----� i i--,--,-� i I if I ;I BOULDER DETAIL J These plans have been reviewed by the Coachella Valley Water District in 00 00 NTS BEST FACE OF SHRUB/ GROUNDCOVER TO + + A. TOP OF SHRUB ROOTBALLS TO BE PLANTED FACE FRONT OF PLANTING BED. `- J NiW— aLUZrn f6 t6 M REFER TO PLANT SCHEDULE — + + T Q 1"-2" HIGH WITH SOIL MOUNDING UP TO THE TOP FOR SPACING. + + + + C Y CO OF ROOTBALL Qc3m PLAN B. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO (f) C14 z ACHIEVE A UNIFORM MASS/HEIGHT. A B C D E C. 1"-3" DIAMETER RIVER ROCK (INSIDE BUILDING to OZ PAD) OR 3" MINIMUM OF HARDWOOD BARK MULCH C:) N OR AS SPECIFIED (IN OUTLYING PLANT BEDS). I D. EXCAVATE ENTIRE BED SPECIFIED FOR Z\ (n 00 Y Q GROUNDCOVER BED. m m W M � � E. 4 MINIMUM OF TOPSOIL TO BRING TO FINISHED 0 w 0 N GRADE (SEE GRADING PLAN). F- e' F G F. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: 12„ 0 WHEN GROUND—COVERS AND SHRUBS USED IN U = MASSES ENTIRE BED TO BE AMENDED WITH W _ PLANTING SOIL MIX AS SPECIFIED. N 2X ROOTBALL FOR PLANTING HOLE 0 G. SCARIFY ROOTBALL SIDES AND BOTTOM. TYPICAL SHRUB / GROUNDCOVER PLANTING OROCK MULCH SHALL BE 1"-3" DIAMETER RIVER ROCK O PREPARED SOIL AS PER SPECIFICATION ROCK IS FLUSH WITH THE WALK ELEVATION AS SHOWN O TYPICAL SHRUB OSIDEWALK AS PER CIVIL SPECIFICATIONS OG BUILDING WALL OWEED BARRIER O FOOTING SEE ARCHITECTURAL SHEETS 36" (MIN) A F B / 24" (MI n n n ENSURE THAT ALL RIVER ROCK ADJACENT TO THE SIDEWALKS IS FLUSH AND LEVEL WITH THE ELEVATION OF THE WALK. SLOPED OR ROUNDED BEDS THAT ALLOW THE ROCK TO CH ROLL ONTO THE WALKING SURFACES ARE UNACCEPTABLE. ENSURE TO MAINTAIN A 24" CLEAR ZONE FREE OF ALL PLANTING AROUND THE ENTIRE BUILDING PERIMETER. ROCK MULCH INSTALLATION DOUBLE TOP EDGE FOR PREVENTION OF ROOT OVER GROWTH 2 1 /4" 90° ROOT DEFLECTING RIBS gig" .085" INTEGRAL PART OF PANEL PANEL 0.085' (2.16MM) ANTI -LIFT GROUND LOCK THICK POLYPROPYLENE PATENTED MOLDED GROUND /J G LOCKING ANTI -LIFT PADS (SEE DETAIL "B") 085' ROUNDED EDGES FOR SAFETY AND STRENGTH DOUBLE TOP EDGE ZIPPER JOINING SYSTEM NTS L52103. NTS NTS NTS =I These plans have been reviewed by the Coachella Valley Water District in 00 00 0 w a 2 O a o C'4 U a�0i F- U `- J NiW— aLUZrn f6 t6 M = 55 m F Q z °° 0 0) N N U C C Y CO oz. Z Qc3m zU Water Management Department CVWD Plan #/6'__ (f) C14 z =I These plans have been reviewed by the Coachella Valley Water District in 00 00 accordance with California Government Code, Section 65591 et seq. rn local governing agency (City or County). � d- Approval of this drawing by CVWD staff does not constitute approval to a 00 C) permanent structures of any kind may not be planted or installed in CVWD z °° 0 0) and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. oz. Z 1q�A1t,1II;I zU Water Management Department CVWD Plan #/6'__ (f) C14 Devel ment Service artment Q U ai x z Q Of 0 to OZ C:) N V) M ::D Z\ (n 00 Y Q m m W M � � I 0 w 0 N F- e' 0 Y M L; i 0 =o U = W _ N =I These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD U and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. oz. Z 1q�A1t,1II;I Date Water Management Department CVWD Plan #/6'__ ""6a Devel ment Service artment =I W CL u) Q � UQ W z Q J SHEET NUMBER L1.3 z U O= 0 N Q 0 to 0ry N V) M } Z\ N Q m m 0 0 w Y 0 Of W _ N 0 0 0 O ® O 1I y .... . O �r E � N� a a l Ln N � 4 Q U EE Ln o^ C1 Ol n 7 NO. DATE DESCRIPTION W CL u) Q � UQ W z Q J SHEET NUMBER L1.3 0 0 0 L L rn 0 0 rn N N h 0 V) W Q) L L > w 11 '9t IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI AND 1" BACKFLOW TORO 570S-500 FLOOD 514-20 EXISTING METER (6532099) AND IV ADJUSTABLE SHRUB FLOOD BUBBLER ON FIXED 2 30 360 RISER. 1/2" FIPT THREADS. SERVICEABLE FILTER Flow Available 12.06 GPM SCREEN AND DURABLE CONSTRUCTION. 254-06-04 SYMBOL MANUFACTURER/MODEL DESCRIPTION QTY 65.00 psi TORO DZK-700 21.9 Maximum Station Flow: LOW FLOW DRIP CONTROL VALVE KIT. WITH 1" 9 12.06 GPM IRRITROL 700 ULTRAFLOW INLINE VALVE, TORO 1.68 GPM Critical Station: Y -FILTER, PRESSURE REGULATOR AND FITTINGS. Design Pressure: 30 PSI .10 GPM -30 GPM. REGULATED PRESSURE AT 40PS1 1.39 PSI Fittings Loss: N ETAFI M TLFV-1 9 0 PSI AUTOMATIC FLUSH VALVE, WITH INSERT INLET 11.18 PSI Pressure Req. at Critical Station: TORO T -YD -500-34 9 0.44 PSI 1/2" AIR VENT- MIPT AIR RELEASE AND VACUUM 4.39 PSI Loss for POC to Valve Elevation: RELIEF VALVE Loss for Backflow: 0 PSI DRIP EMITTER 7 Critical Station Pressure at POC: .6GPH ®12 O.C. Pressure Available: 65 PSI APPROX 22 L.F. OF TUBING PER TREE 16.27 PSI DRIPLINE 3.73 AREA TO RECEIVE DRIPLINE 37.95 40.15 0.85 in/h TORO RGP-212 TORO DZK-700 1" DRIP SUB -SURFACE PRESSURE COMPENSATING 3.4 28.2 37.79 LANDSCAPE DRIPLINE WITH ROOTGUARD 7,119 S.F. in/h 6 TORO TECHNOLOGY. .53 GPH EMITTERS AT 12" O.C. 1 » AREA FOR DRIPLINE DRIPLINE LATERALS SPACED AT 12" APART, WITH 82.5 41.42 46.69 0.85 EMITTERS OFFSET FOR TRIANGULAR PATTERN. 7 TORO DZK-700 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DRIPLINE TORO 254-06-04 84.5 42.7 ELECTRIC, 1" IN-LINE PLASTIC REMOTE CONTROL 1 in/h VALVE. WITH FLOW CONTROL. MALE THREAD X TORO DZK-700 MALE THREAD. USED FOR LARGE RESIDENTIAL OR AREA FOR LIGHT COMMERCIAL APPLICATIONS. 8.94 86.5 MATCO-NORCA 759C 46.62 w BRASS SHUT OFF BALL VALVE, 1/2" TO 4". TWO 3 TORO PIECE BODY, BLOW-OUT PROOF STEM, CHROME 1 "AREA PLATED SOLID BRASS BALL, THREADED, WITH PTFE DRIPLINE 8.18 SEATS. C X C. SAME SIZE AS MAINLINE PIPE. 40.65 43.3 NIBCO T-113 in/h >T<WHEEL CLASS 125 BRONZE GATE SHUT OFF VALVE WITH 1 1 " HANDLE, SAME SIZE AS MAINLINE PIPE FOR DRIPLINE DIAMETER AT VALVE LOCATION. SIZE RANGE - 171.5 41.49 1/4p, - 3" 0.85 in/h TORO P220-27-0 ANGLE 2" Common Wire ELECTRIC, 1", 1-1/2", 2" AND 3" PLASTIC IN-LINE MASTER VALVE. EQUIPPED TO WITHSTAND 1 PRESSURE UP TO 220 PSI. FILTER SCREEN ON 2" AND 3" MODELS. STANDARD SOLENOID. ANGLE BODY STYLE. WITH EZ REG PRESSURE REGULATOR. TORO EVO-WS USES LIVE TEMPERATURE AND SOLAR MEASUREMENTS, AS WELL AS HISTORICAL WEATHER 1 DATA FOR YOUR LOCATION, TO CALCULATE AN ADJUSTMENT TO WATERING TIMES IN TORO EVOLUTION CONTROLLER. REQUIRES USE OF SMART CONNECT MODULE. TORO TFS 1/21% 3/4", 1$1, 1-1/290, 2", 30, AND 4" PLASTIC FS TEE SIZES. EFFECTIVE FLOW MONITORING, EVEN IN 1 FLOWS LESS THAN 5 GPM. COMPATIBLE WITH TORO AND COMPETITIVE CONTROLLERS. IMPELLER -BASED, PVC DESIGN. POINT OF CONNECTION 3/4" POC Fri TO EXISTING 3/4" METER (6532099) AND 1" 1 BACKFLOW. REFERENCE CIVIL PLANS FOR LOCATION AND SIZE OF EXISTING METER (6532099) AND BACKFLOW. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,299 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 - - - - - - - - PIPE SLEEVE: PVC SCHEDULE 40 Valve Callout Valve Number - Controller Letter #-# #Valve Flow #" Valve Size VALVE SCHEDULE 233.7 L.F. 117.9 L. F. CRITICAL ANALYSIS Water Source Information: MODEL TO EXISTING 3/4" METER (6532099) AND 1" BACKFLOW REFERENCE CIVIL PLANS FOR LOCATION AND SIZE OF EXISTING METER (6532099) AND BACKFLOW. FLOW AVAILABLE WIRE Point of Connection Size: 3/4" Flow Available 12.06 GPM PRESSURE AVAILABLE 254-06-04 Static Pressure at POC: 65.00 PSI Pressure Available: 65.00 psi DESIGN ANALYSIS 21.9 Maximum Station Flow: 10.38 GPM Flow Available at POC: 12.06 GPM Residual Flow Available: 1.68 GPM Critical Station: 7 Design Pressure: 30 PSI Friction Loss: 1.39 PSI Fittings Loss: 0.14 PSI Elevation Loss: 0 PSI Loss through Valve: 11.18 PSI Pressure Req. at Critical Station: 42.7 PSI Loss for Fittings: 0.44 PSI Loss for Main Line: 4.39 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Loss for Master Valve: 1.2 PSI Critical Station Pressure at POC: 48.73 PSI Pressure Available: 65 PSI Residual Pressure Available: 16.27 PSI NUMBER MODEL EACH HYDROZONE. WATER USE FOR EACH HYDROZONE /S ESTIMATED WITH THE FOLLOWING SIZE TYPE ET ADJUSTMENT FACTOR (ETAF) = 0.55 ETAF FOR RESIDENTIAL LANDSCAPE 0.45 ETAF FOR NON-RESIDENTIAL LANDSCAPE 0.8 ETAF FOR EXISTING NON -REHABILITATED LANDSCAPE SPECIAL LANDSCAPE SHALL NOT EXCEED 1.0 ETAF PLANT FACTOR (PF) = WATER USE CLASSIFICATION OF LANDSCAPE SPECIES GPM WIRE PSI PSI @ POC PRECIP 1 TORO 254-06-04 1" BUBBLER HYDROZONE "B" (DRIPLINE) - MOD WATER USE ETO PF HA I CONVERSION FACTOR IE SLA ETWU GAUYEAR 4.8 21.9 32.87 35.61 9.34 in/h 2 TORO DZK-700 1 " AREA FOR DRIPLINE 3.28 21.9 38.04 40.02 0.84 in/h 3 TORO DZK-700 ill AREA FOR DRIPLINE 9.53 24.0 40.48 47.29 0.85 in/h 4 TORO DZK-700 1" AREA FOR DRIPLINE 3.73 26.1 37.95 40.15 0.85 in/h 5 TORO DZK-700 1" DRIP EMITTER 3.4 28.2 37.79 39.83 0.38 in/h 6 TORO DZK-700 1 » AREA FOR DRIPLINE 9.53 82.5 41.42 46.69 0.85 in/h 7 TORO DZK-700 1" AREA FOR DRIPLINE 10.38 84.5 42.7 48.73 0.85 in/h 8 TORO DZK-700 VV AREA FOR DRIPLINE 8.94 86.5 41.71 46.62 0.85 in/h 9 TORO DZK-700 1 "AREA FOR DRIPLINE 8.18 169.5 40.65 43.3 0.85 in/h 10 TORO DZK-700 1 " AREA FOR DRIPLINE 9.04 171.5 41.49 44.48 0.85 in/h Common Wire 233.7 IRRIGATION NOTES 1. THE SYSTEM HAS BEEN DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. QUANTITIES IN SCHEDULE ARE ESTIMATED. PLAN SHALL TAKE PRECEDENCE. 2. ALL IRRIGATION LINES AND VALVES ARE SHOWN DIAGRAMMATICALLY. ALL LINES TO BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 3. FOR IRRIGATION DETAILS SEE SHEETS "7 & "8". 4. CONTRACTOR TO FIELD LOCATE ALL EXISTING IRRIGATION WATER MAIN LOCATIONS. CONTACT ENGINEER OF WORK PRIOR TO START OF WORK IF DISCREPANCIES BETWEEN THIS PLAN AND EXISTING/AS-BUILT CONDITIONS ARE FOUND. 5. LOCATE ALL VALVES INSIDE SHRUB AREAS, ALLOWING ACCESS FOR MAINTENANCE PURPOSES, BUT HIDING THEM FROM PUBLIC VIEW WHENEVER POSSIBLE. 6. ALL PRESSURE MAINLINES UNDER ASPHALT PAVEMENT SHALL BE PLACED WITHIN SLEEVES AS NOTED. WHERE ELECTRIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT. 7. CONTRACTOR SHALL PROVIDE "AS -BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT. 8. ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR, WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS -BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF EACH SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS -BUILT" DRAWINGS. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN PIPE IT CARRIES. 9. ALL DRIP ZONES SHALL BE INSTALLED WITH A SELF -FLUSHING DISC FILTER, OR APPROVED EQUAL 10. ALL VALVES SHALL BE INSTALLED IN AN AMETEK PLASTIC VALVE BOX WITH A LOCKING LID AND PLACED IN SHRUB BEDS WHENEVER POSSIBLE.. 11. IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE HIGHWAY JURISDICTION. 12. VERIFY CONTROLLER AND RAIN SENSOR LOCATION AND MAINLINE POINT OF CONNECTION AT PROJECT SITE WITH OWNER. 13. ELECTRIC SERVICE TO CONTROLLER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. 14. ALL 24 VAC WIRING SHALL BE OF DIRECT BURIAL COPPER WIRE AS FOLLOWS: • CONTROL WIRES - #14 • COMMON WIRES - #12 15. INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON THE SITE. 16. COORDINATE WITH PLANTING PLAN FOR PLANTER BED LOCATIONS AND TREE LOCATIONS. 17. CONTRACTOR SHALL COORDINATE WITH DEVELOPER FOR OPERATING PARAMETERS OF MASTER SYSTEM. THIS DESIGN REQUIRES 57.26 PSI TO OPERATE. IF THE MASTER SYSTEM CANNOT PROVIDE THESE PARAMETERS, CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE DESIGN BY ADDING CONTROL VALVES, A BOOSTER PUMP, OR OTHER EQUIPMENT, AS NECESSARY. CONTRACTOR SHALL SUBMIT DESIGN REVISIONS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO SUBMITTING BID. 18. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY DIGGING. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL DAMAGE CAUSED BY FAILURE TO DO SO. 19. ALL PVC SLEEVES SHALL BE 2 SIZES LARGER THAN THE SIZE OF THE PIPE IT IS CARRYING. 20. CONTRACTOR IS RESPONSIBLE FOR THE IRRIGATION SYSTEM 90 DAYS PAST FINAL INSPECTION. 21. A FINAL REPORT FOR THE TESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED PRIOR TO FINAL APPROVAL BY THE FIELD INSPECTOR. THIS REPORT SHALL BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESES SERVICES. 22. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. 23. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE SIGNER OF THE LANDSCAPE PLANS, THE SIGNER OF THE IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. 24. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. 1 HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 0" ? kj2m.,/ MICHAEL P. MADSEN, PLA 5798 STATE OF CALIFORNIA ESTIMATED WATER USE TOTAL WATER USE /S CALCULATED BY SUMMING THE AMOUNT OF WATER ESTIMATED FOR EACH HYDROZONE. WATER USE FOR EACH HYDROZONE /S ESTIMATED WITH THE FOLLOWING FORMULA: ESTIMATED TOTAL WATER USE (ETWU) = GAL / YEAR PER HYDROZONE ET ADJUSTMENT FACTOR (ETAF) = 0.55 ETAF FOR RESIDENTIAL LANDSCAPE 0.45 ETAF FOR NON-RESIDENTIAL LANDSCAPE 0.8 ETAF FOR EXISTING NON -REHABILITATED LANDSCAPE SPECIAL LANDSCAPE SHALL NOT EXCEED 1.0 ETAF PLANT FACTOR (PF) = WATER USE CLASSIFICATION OF LANDSCAPE SPECIES HYDROZONE AREA (HA) = (SF OF LANDSCAPE) OR (32 SF /TREE) CONVERSION FACTOR (CONVERTS ACRE -INCHES PER ACRE PER YEAR TO GALLONS PER SQUARE FOOT PER YEAR = 0.62 IRRIGATION EFFICIENCY (IE) = 0.75 (OVERHEAD SPRAY) 0.81 (DRIP) SPECIAL LANDSCAPE AREA (SLA) = SF OF EDIBLE PLANTS, RECREATIONAL AREAS, AREAS IRRIGATED WITH RECYCLED WATER, OR WATER FEATURS USING RECYCLED WATER EVAPOTRANSPIRATION RATE (ETo) = QUANTITY OF WATER EVAPORATED FROM ADJ. SOIL AND TRANSPIRED BY PLANTS OVER A SPECIFIED TIME ETWU = [(ETo) * (PF) * (HA) * (0.62)] / (IE) MAWA= (ETo) * (0.62) [ETAF) * (SUM OF SLA& HA)] + [(1-ETAF) * (SLA)] HYDROZONE "A" (DRIPLINE) - LOW WATER USE ETO I PF HA I CONVERSION FACTOR IE I SLA I ETWU GAUYEAR 64.00 1 0.20 1 5,6741 0.62 0.90 - 1 50,032.07 HYDROZONE "B" (DRIPLINE) - MOD WATER USE ETO PF HA I CONVERSION FACTOR IE SLA ETWU GAUYEAR 64.00 0.50 1,443 0.62 0.90 - 31, 810.13 HYDROZONE "C" (DRIPRINGS) EXISTING TREES ETO PF HA I CONVERSION FACTOR I IE I SLA ETWU GAL/YEAR 64.00 1 0.20 5441 0.621 0.901 4,796.87 HYDROZONE "D" (BUBBLERS) NEW TREE ETO I PF HA CONVERSION FACTOR I IE I SLA ETWU GAL/YEAR 64 no 1 0.20 32 0.621 0.90 1 282.17 ESTIMATED TOTAL WATER USE (GAUYEAR) 86,921.24 MAXIMUM APPLIED WATER ALLOWANCE (MAWA) ETO SUM OF HA I CONVERSION FACTOR I ETAF SUM OF SLA MAWA(GAUYEAR) 64.00 7,693.001 0.62 1 0.45 - 137;366.21 MAXIMUM APPLIED WATER ALLOWANCE (GAL/YEAR) 137,366.21 MAXIMUM APPLIED WATER ALLOWANCE PERCENT OF ESTIMATED TOTAL WATER USE 63.28% L52104 I h Date CVWD Plan # These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department U Q Z W Q U W U) Z W Z o � U 0 o �F_ J = __jU U Q C)c u Z U H N 0 ::F :E : LLj 0 Q 0 0 Q N N Q m m D_ Z \ m 0 00 Ld ti z a- _j 0 � � a Fn a w N 0 0 U C ® o Rzt "`" o C` a Q Q �9R i Lr) r -I N Q Q U C7 Ia- = Z Ln olln NO. DATE DESCRIPTION U) 1- _I OD Z 0 Z O Q� -Z rif Q OlIf SHEET NUMBER L2.0 0 00 L0 0, rn U 7 ui O Q C) m a �r v L- `- J N (-- 0) 0 ca U 8 FW- ULUZM M � 1: o Dco "' Lr) Q N r C/) Na,o Q C C Y c0 R C 7 d Q U 3 I u Z U H N 0 ::F :E : LLj 0 Q 0 0 Q N N Q m m D_ Z \ m 0 00 Ld ti z a- _j 0 � � a Fn a w N 0 0 U C ® o Rzt "`" o C` a Q Q �9R i Lr) r -I N Q Q U C7 Ia- = Z Ln olln NO. DATE DESCRIPTION U) 1- _I OD Z 0 Z O Q� -Z rif Q OlIf SHEET NUMBER L2.0 0 00 L0 0, rn a 00 U � i z 00 o °' M Z Lr) Q N Na,o Q U w J X Z IL a LL_ 0 a U) Y LLJ L a N �0) 0 Q z o IL u Z U H N 0 ::F :E : LLj 0 Q 0 0 Q N N Q m m D_ Z \ m 0 00 Ld ti z a- _j 0 � � a Fn a w N 0 0 U C ® o Rzt "`" o C` a Q Q �9R i Lr) r -I N Q Q U C7 Ia- = Z Ln olln NO. DATE DESCRIPTION U) 1- _I OD Z 0 Z O Q� -Z rif Q OlIf SHEET NUMBER L2.0 IRRIGATION LEGEND SYMBOL MANUFACTURER-/MODEL/DESCRIPTION TORO 570S-500 FLOOD 514-20 m ADJUSTABLE SHRUB FLOOD BUBBLER ON FIXED 360 RISER. 1/2" FIPT THREADS. SERVICEABLE FILTER CCR co SCREEN AND DURABLE CONSTRUCTION. SYMBOL MANUFACTURER -/MODEL -/DESCRIPTION N F- rn z TORO DZK-700 ® LOW FLOW DRIP CONTROL VALVE KIT. WITH 1" o r Om I- IRRITROL 700 ULTRAFLOW INLINE VALVE, TORO Y—FILTER, PRESSURE REGULATOR AND FITTINGS. .10 GPM -30 GPM. REGULATED PRESSURE AT 40PSI (� NETAFIM TLFV-1 AUTOMATIC FLUSH VALVE, WITH INSERT INLET 7 O o O TORO T—YD-500-34 � 1/2" AIR VENT— MIPT AIR RELEASE AND VACUUM RELIEF VALVE DRIP EMITTER AFMN .6GPH @12 O.C. APPROX 22 L.F. OF TUBING PER TREE AREA TO RECEIVE DRIPLINE TORO RGP-212 SUB—SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH ROOTGUARD TECHNOLOGY. .53 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SYMBOL MANUFACTURER/MODEL-/DESCRIPTION TORO 254-06-04 a ELECTRIC, 1" IN—LINE PLASTIC REMOTE CONTROL CD VALVE. WITH FLOW CONTROL. MALE THREAD X CCR co MALE THREAD. USED FOR LARGE RESIDENTIAL OR woj r,Q ,_ LIGHT COMMERCIAL APPLICATIONS. N F- rn z MATCO—NORCA 759C w BRASS SHUT OFF BALL VALVE, 1/2" TO 4". TWO o r Om I- PIECE BODY, BLOW-OUT PROOF STEM, CHROME PLATED SOLID BRASS BALL, THREADED, WITH PTFE SEATS. C X C. SAME SIZE AS MAINLINE PIPE. NIBCO T-113 CLASS 125 BRONZE GATE SHUT OFF VALVE WITH 7 O o O WHEEL HANDLE, SAME SIZE AS MAINLINE PIPE � DIAMETER AT VALVE LOCATION. SIZE RANGE — 1 /4„ — 3" TORO P220-27-0 ANGLE 2" AFMN ELECTRIC, 1", 1-1/2", 2" AND 3" PLASTIC IN-LINE MASTER VALVE. EQUIPPED TO WITHSTAND PRESSURE UP TO 220 PSI. FILTER SCREEN ON 2" C%jN AND 3" MODELS. STANDARD SOLENOID. ANGLE BODY STYLE. WITH EZ REG PRESSURE REGULATOR. TORO EVO—WS USES LIVE TEMPERATURE AND SOLAR z\ MEASUREMENTS, AS WELL AS HISTORICAL WEATHER DATA FOR YOUR LOCATION, TO CALCULATE AN m ADJUSTMENT TO WATERING TIMES IN TORO _ EVOLUTION CONTROLLER. REQUIRES USE OF SMART O CONNECT MODULE. 2 TORO TFS U 1/2", 3/4", 1", 1-1/2", 2", 30), AND 4" PLASTIC FS TEE SIZES. EFFECTIVE FLOW MONITORING, EVEN IN ¢ FLOWS LESS THAN 5 GPM. COMPATIBLE WITH TORO Q AND COMPETITIVE CONTROLLERS. IMPELLER—BASED, PVC DESIGN. POINT OF CONNECTION 3/4" PFOC TO EXISTING 3/4" METER (6532099) AND 1" li BACKFLOW. REFERENCE CIVIL PLANS FOR LOCATION AND SIZE OF EXISTING METER (6532099) AND (U BACKFLOW. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 Valve Callout Valve Number ---- ----- Controller Letter #'# #�—Valve Flow #" Valve Size NOTE: EXISTING 3/4" IRRIGATION METER # : 6532099 These plans have been reviewed by the Coachella Valley Water District in { accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Date Water Management Department CVWD Plan # U Q Z a ,6 QW CD U CCR co p woj r,Q ,_ V/ N F- rn z N Z w o r Om I- 0 o " O = C Y N t0 C 7 m Z O ((yy Z LL_ 7 O o O U � J >�'� AFMN LO D M C%jN U Q z Q N Q ,In These plans have been reviewed by the Coachella Valley Water District in { accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Date Water Management Department CVWD Plan # Z 0 Q Q V SHEET NUMBER L2.1 00 00 U a U W CD m d CCR co p woj r,Q ,_ U CP W N F- rn z F X o r Om I- Q Res = C Y N t0 C 7 m C) "'o� U� a 7 O o O 3 � a� Z Z 0 Q Q V SHEET NUMBER L2.1 00 00 L 0 rn It Q w U � I Z Z 00 o M CJLdN Z � CnNo Q U w _1d X Z Q � C) "'o� 7 O o O Q � � (n � Y >�'� AFMN LO Q N M C%jN 0 Q z O U x z\ rn o LdW m o Z 0 Q Q V SHEET NUMBER L2.1 v Z CJLdN 7 O o O Q � � 1 r M C%jN Q z\ 00 o LdW m o _ n O J 2 � U Y ¢ V) Q w Of (U Q D U 0 ® o ��w z ct � o Z 0 Q Q N Q U 2 Q = Z Ln C) Cf n NO. DATE DESCRIPTION Z 0 Q Q V SHEET NUMBER L2.1 l5'1I111111M TRENCHING DETAIL NOT TO SCALE POURED IN-PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL. 4 6" DRIP VALVE BOX. FINISHED GRADE. -7 NETAFIM LINE FLUSHING VALVE TLFV-1. COMPRESSION RING (PROVIDED). TECHLINE 17MM TUBING. TWO BRICKS FOR BOX SUPPORT. 341" GRAVEL SUMP (1 CUBIC FOOT). v u AUTOMATIC FLUSH VALVE \%,.� NOT TO SCALE FINISHED GRADE '1=III iii-�I� -{II-ISI 111 II,.II1.=III,;II TORO GLOBE REMOTE CONTROL 45 DEG. ELBOW. TEE 90 DEG. ELBOW. VALVE WITH FLOW CONTROL MODEL NO. 220-27-04, 220-27-05, PLAN VIEW 220-27-06 OR 220-27-08 (SEE SPECS.) .HED GRADE. errVALVE BOX EXTENSION 11=I I I=111=111=111=111=1 I_1=1 11=1 11=1 f 1=1 11=1 II - 1=1 1511 MI 11=1 I i GRAVEL (1 CU. FT.) PVC MAIN LINE LENGTH AS REQUIRED ° PVC TEE OR ELBOW (TYP.) END OF LINE. CAPPED LINE. SECTION VIEW PVC MAIN LINE SEE SPECS. FOR DEPTH VALVE BOX & COVER CONTROL TUBING WITH 12" MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS rsai-l",11 PVC MALE ADAPTER (TYP:) __,- PVC ELBOW — CONTINUOUS BRICK SUPPORT PVC LATERAL LINE SEE SPECS. FOR DEPTH ENGLISH & SPANISH SECTION/ELEVATION NOT TO SCALE THRUST BLOCKING MASTER CONTROL VALVE NOT TO SCALE NOT TO SCALE 12 11 10 9 2 0 12 - 3 o — — — I- 1 5 o I— 17 16 15 14 13 I I — - 6 4 _— I—III—II I—IIIIII—III—I _ 7 (WRC RECEIVERI I � I I I—I I I III— (I 8 U2 MODEL IRRITROL CL -100 MOUNTED OUTDOORS ON FLAT SECTION/ELEVATION SURFACE USING SCREWS MIN. FLOW RATE 2.0 GPM NOTE: NOT TO SCALE MAX. FLOW RATE - 20.0 GPM MOUNT SENSOR ON ANY SURFACE WHERE IT WILL NOTES: BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. NOT IN PATH OF SPRINKLER SPRAY, NO MORE 2. DO NOT SCALE DRAWINGS. THAN 500' FROM RECEIVER UNIT. MOUNT RECIEVER 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info UNIT NO FURTHER THAN 6' FROM CONTROLLER. REFERENCE NUMBER 382-190h. WEATHER SENSORJ DRIP ZONE CONTROL VALVE WITH FILTER KIT NOT TO SCALE NOT TO SCALE LEGEND DRIP AIR RELIEF VALVE NOT TO SCALE FINISHED GRADE PVC MALE ADAPTER (TYP.) PVC ELBOW GRAVEL (1 CU. FT.) PVC MAIN LINE LENGTH AS REQUIRED PVC TEE OR ELBOW (TYP.) VALVE BOX & COVER CONTROL TUBING WITH 12" MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS VALVE BOX EXTENSION CONTINUOUS BRICK SUPPORT PVC LATERAL LINE SEE SPECS. FOR DEPTH TORO GLOBE REMOTE CONTROL VALVE WITH FLOW CONTROL MODEL NO. 220-27-04, 220-27-05, 220-27-06 OR 220-27-08 (SEE SPECS.) SECTION/ELEVATION NOT TO SCALE REMOTE CONTROL VALVE VALVE BOX LID, HEAD BRAND "J BOX" ON LID WITH 2" HIGH LETTERS. 1OX15 STANDARD BOX. - SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT LAWN. SPARE WIRES THAT ARE TO TERMINATE AT THIS BOX: COIL 30" LENGTH 1 =III—III— AND I.D. TAG. '—III—I I I LOOP, BUNDLE, AND r ' LABEL SPARE WIRES THAT ARE TO CONTINUE, AS WIRES TO CONTROLLER OCCURS. 1/2" WIRE CLOTH GOPHER PROTECTION SCREEN, WRAP 6" UP SIDES. TWO 6X2X16 CONCRETE BLOCK CPAS, ONE ON MAIN LINE AS OCCURS. EACH SIDE OF BOX. \ WIRE BUNDLE JUNCTION BOX NOT TO SCALE ................> .� ...... .... .. .... ..................... O .. O PVC 45 DEGREE ELL (TYP.) Q to AND WATER PROOF WIRE CONNECTIONS, U (D aWZ6) BUSH DOWN TO FLOW METER SIZE O2 JUMBO VALVE BOX & COVER Op=�co to rfAQM F- AS NECESSARY d NATIVE SOIL BACKFILL i\\/I (=I=I CONTROL WIRES WITH 12" MIN. �_) SERVICE COIL AND WATERPROOF 13. FOR TYPE AND DEPTH COMPACT TO 95% WIRE SPLICE CONNECTORS - WIRE �ao� COLORS PER SPECIFICATIONS �9 GRAVEL (1 CU. FT.) O 12 10 CONTINUOUS BRICK SUPPORTS COMPACTION �j II_III_I _—III=III VALVE BOX EXTENSIONS �6 MINIMUM 10x PIPE DIAMETER UPSTREAM & 16 II MIN. NOTES: PVC IRRIGATION LATERAL MINIMUM 5x PIPE DIAMETER DOWNSTREAM SEE PLANS, LEGEND AND u OF STRAIGHT PIPE 17. SPECIFICATIONS FOR ADDITIONAL 7. 240f INSTALLATION NOTES, I—I I I=I I —I I 8. PVC MAINLINE FITTING. MIN. 9. TORO 700-1 INLINE VALVE (*). II1-111=1I `\ BACKFILL WITH NATIVE SOIL WATER `t=° 4" MIN. JET & COMPACT TO 90% OPTIMUM /\;;'.;;i'r %\\ : DENSITY. ALLOW 48 HOURS TO SETTLE, AND BACKFILL AND COMPACT\\ �� WITH NATIVE SOIL. `\/ 4" MIN. BEDDING IRRIGATION MAIN E OR SUBMAIN (TYP.) 4' MIN. 4" MIN. EXISTING SOIL TRENCHING DETAIL NOT TO SCALE POURED IN-PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL. 4 6" DRIP VALVE BOX. FINISHED GRADE. -7 NETAFIM LINE FLUSHING VALVE TLFV-1. COMPRESSION RING (PROVIDED). TECHLINE 17MM TUBING. TWO BRICKS FOR BOX SUPPORT. 341" GRAVEL SUMP (1 CUBIC FOOT). v u AUTOMATIC FLUSH VALVE \%,.� NOT TO SCALE FINISHED GRADE '1=III iii-�I� -{II-ISI 111 II,.II1.=III,;II TORO GLOBE REMOTE CONTROL 45 DEG. ELBOW. TEE 90 DEG. ELBOW. VALVE WITH FLOW CONTROL MODEL NO. 220-27-04, 220-27-05, PLAN VIEW 220-27-06 OR 220-27-08 (SEE SPECS.) .HED GRADE. errVALVE BOX EXTENSION 11=I I I=111=111=111=111=1 I_1=1 11=1 11=1 f 1=1 11=1 II - 1=1 1511 MI 11=1 I i GRAVEL (1 CU. FT.) PVC MAIN LINE LENGTH AS REQUIRED ° PVC TEE OR ELBOW (TYP.) END OF LINE. CAPPED LINE. SECTION VIEW PVC MAIN LINE SEE SPECS. FOR DEPTH VALVE BOX & COVER CONTROL TUBING WITH 12" MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS rsai-l",11 PVC MALE ADAPTER (TYP:) __,- PVC ELBOW — CONTINUOUS BRICK SUPPORT PVC LATERAL LINE SEE SPECS. FOR DEPTH ENGLISH & SPANISH SECTION/ELEVATION NOT TO SCALE THRUST BLOCKING MASTER CONTROL VALVE NOT TO SCALE NOT TO SCALE 12 11 10 9 2 0 12 - 3 o — — — I- 1 5 o I— 17 16 15 14 13 I I — - 6 4 _— I—III—II I—IIIIII—III—I _ 7 (WRC RECEIVERI I � I I I—I I I III— (I 8 U2 MODEL IRRITROL CL -100 MOUNTED OUTDOORS ON FLAT SECTION/ELEVATION SURFACE USING SCREWS MIN. FLOW RATE 2.0 GPM NOTE: NOT TO SCALE MAX. FLOW RATE - 20.0 GPM MOUNT SENSOR ON ANY SURFACE WHERE IT WILL NOTES: BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. NOT IN PATH OF SPRINKLER SPRAY, NO MORE 2. DO NOT SCALE DRAWINGS. THAN 500' FROM RECEIVER UNIT. MOUNT RECIEVER 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info UNIT NO FURTHER THAN 6' FROM CONTROLLER. REFERENCE NUMBER 382-190h. WEATHER SENSORJ DRIP ZONE CONTROL VALVE WITH FILTER KIT NOT TO SCALE NOT TO SCALE LEGEND DRIP AIR RELIEF VALVE NOT TO SCALE FINISHED GRADE PVC MALE ADAPTER (TYP.) PVC ELBOW GRAVEL (1 CU. FT.) PVC MAIN LINE LENGTH AS REQUIRED PVC TEE OR ELBOW (TYP.) VALVE BOX & COVER CONTROL TUBING WITH 12" MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS VALVE BOX EXTENSION CONTINUOUS BRICK SUPPORT PVC LATERAL LINE SEE SPECS. FOR DEPTH TORO GLOBE REMOTE CONTROL VALVE WITH FLOW CONTROL MODEL NO. 220-27-04, 220-27-05, 220-27-06 OR 220-27-08 (SEE SPECS.) SECTION/ELEVATION NOT TO SCALE REMOTE CONTROL VALVE VALVE BOX LID, HEAD BRAND "J BOX" ON LID WITH 2" HIGH LETTERS. 1OX15 STANDARD BOX. - SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT LAWN. SPARE WIRES THAT ARE TO TERMINATE AT THIS BOX: COIL 30" LENGTH 1 =III—III— AND I.D. TAG. '—III—I I I LOOP, BUNDLE, AND r ' LABEL SPARE WIRES THAT ARE TO CONTINUE, AS WIRES TO CONTROLLER OCCURS. 1/2" WIRE CLOTH GOPHER PROTECTION SCREEN, WRAP 6" UP SIDES. TWO 6X2X16 CONCRETE BLOCK CPAS, ONE ON MAIN LINE AS OCCURS. EACH SIDE OF BOX. \ WIRE BUNDLE JUNCTION BOX NOT TO SCALE TORO FLOW SENSOR NOT TO SCALE NOT TO SCALE 1. FINISH GRADE. NOT TO SCALE TORO 150 MESHY -FILTER (*). O FINISH GRADE O PVC 45 DEGREE ELL (TYP.) Q to AND WATER PROOF WIRE CONNECTIONS, U (D aWZ6) BUSH DOWN TO FLOW METER SIZE O2 JUMBO VALVE BOX & COVER Op=�co to rfAQM F- AS NECESSARY d 8 PVC MAINLINE - LENGTH AS 3� CONTROL WIRES WITH 12" MIN. REQUIRED - SEE SPECIFICATIONS SERVICE COIL AND WATERPROOF 13. FOR TYPE AND DEPTH WIRE SPLICE CONNECTORS - WIRE �ao� COLORS PER SPECIFICATIONS �9 GRAVEL (1 CU. FT.) O FLOW SENSOR PER SPECIFICATIONS 10 CONTINUOUS BRICK SUPPORTS O PVC 45 DEGREE ELL (TYP.) 11 VALVE BOX EXTENSIONS �6 MINIMUM 10x PIPE DIAMETER UPSTREAM & 16 AS REQUIRED 2 NOTES: 6. MINIMUM 5x PIPE DIAMETER DOWNSTREAM SEE PLANS, LEGEND AND OF STRAIGHT PIPE 17. SPECIFICATIONS FOR ADDITIONAL 7. CONTROL WIRES TO CONTROLLER. INSTALLATION NOTES, TORO FLOW SENSOR NOT TO SCALE NOT TO SCALE 1. FINISH GRADE. 10. TORO 150 MESHY -FILTER (*). 2. CONTROL WIRES WITH 36" SERVICE COIL 11. TORO 25 PSI LOW FLOW PRESSURE Q to AND WATER PROOF WIRE CONNECTIONS, U (D aWZ6) REGULATOR (*). M_. DBY OR EQUAL. Op=�co to rfAQM F- Q d 12. SCH 40 PVC MALE ADAPTER. 3. RECTANGULAR PLASTIC VALVE BOX. HEAT U � BRAND STATION NUMBER ON LID IN 2" HIGH 13. SCH 40 PVC BALL VALVE (*). CHARACTERS. �ao� 14. SCH 80 PVC CLOSE NIPPLE (*). 4. PVC MAINLINE PER SPECIFICATIONS 0 N (LENGTH AS REQUIRED). 15. PEA GRAVEL SUMP, MINIMUM 6" DEEP. 5. SCH 40 PVC ELL (SxS). 16 BRICK SUPPORTS (4 COMMON BRICKS 2 REQUIRED). 6. NATIVE SOIL PER SPECIFICATIONS. �f- 17. LATERAL LINE TO DRIP SYSTEM. 7. CONTROL WIRES TO CONTROLLER. (*) PARTS IN DRIP ZONE KIT. 8. PVC MAINLINE FITTING. 9. TORO 700-1 INLINE VALVE (*). L52106_ These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Date Water Management Department CVWD Plan #r IAXU Devel;oient Services D ment V Z fn QW U L W V) Lit Z o Q C) O Z _0 ° LLJ J = Jo U 0� V z �0 W<z U Q 0 z 1 - F-- F- :2 C i FW— N 0 Lj o Q O 0 � O (3)� U > N d m m C-4 Z \ 0 m 0 Fy W _ J CD 3 U d �55 a W V 0 0 0 0 g 0 PJ � s � 0 a fi nw Ln N � Q Q �j U t� F - =z oCr n NO. DATE DESCRIPTION z 00 0 ZE 0 Q U 7 o d 00 U � Q to 2 1- 0 U (D aWZ6) m V I_ C6 M_. _ Op=�co to rfAQM F- Q d C C Y (0 41f C 7 m Qc3.0 U � 3 z z 1 - F-- F- :2 C i FW— N 0 Lj o Q O 0 � O (3)� U > N d m m C-4 Z \ 0 m 0 Fy W _ J CD 3 U d �55 a W V 0 0 0 0 g 0 PJ � s � 0 a fi nw Ln N � Q Q �j U t� F - =z oCr n NO. DATE DESCRIPTION z 00 0 ow L d Q, rn d - d 00 U � z o0 Rw z U) � N p d U W a d 'L_ oz o n o FW--�� ao� W M > I 0 N 1-- 0 O Q z D__0 O 2 � W �f- z 1 - F-- F- :2 C i FW— N 0 Lj o Q O 0 � O (3)� U > N d m m C-4 Z \ 0 m 0 Fy W _ J CD 3 U d �55 a W V 0 0 0 0 g 0 PJ � s � 0 a fi nw Ln N � Q Q �j U t� F - =z oCr n NO. DATE DESCRIPTION z ow Rw SHEET NUMBER L2.2 6 0 L N J a 0 0 Q 0 rn 0 0 rn N N r rn 0 c W 1. TORO DL2000 AUTOMATIC 8. AIR/VACUUM RELIEF FLUSH VALVE (FCH-H-FIPT) FLUSH VALVE (FCH-H-FIPT) 8 -INCH CL200 PVC SLEEVE LATERAL, TORO BLUE STRIPE Q c0i o PLUMBED TO FLUSH TORO TMC OUTDOOR CONTROLLER POLY TUBING (EHD1645-XXX) 2. MANIFOLD AT LOW POINT. 6 -INCH MINIMUM DEPTH OF CENTERED ON MOUND OR 3. TORO DL2000 9. BERM. 2. MODEL NO. TMC -424 -OD 1 2 3 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL 2 9. 0 0 3. TORO DL2000 4. SEE IRRIGATION LEGEND FOR 4. MANIFOLD -TO -ELBOW MANIFOLD -TO -ELBOW PLUMBED TO TORO BLUE WASHER. CONNECTION (TYP). 3. STRIPE POLY TUBING NON -RISING STEM. 12. TORO DL2000 AIR/VACUUM 11. (EHD1645-XXX) AT EACH HIGH 4. NUMBER OF STATIONS POINT. PVC MAINLINE DRIP ZONE KIT. 4. PLUMBED TO FLUSH PVC SCH.80 MALE ADAPTER PLUMBED TO TORO BLUE 10. PERIMETER LATERALS 2" TO O ° PVC SUPPLY MANIFOLD. O O 6. O 11. AREA PERIMETER. MANIFOLD -TO -TEE SECURE TO WALL WITH 6. CONNECTION. 12. TORO DL2000 OPERATION LATERAL, TORO BLUE STRIPE INDICATOR (DL-MP9), 7. TORO DL2000 DRIPLINE 3 OPTIONAL. LATERAL (RGP-XXX-XX). APPROPRIATE FASTENERS. III co -III-III -III APPLY WM-08 DECAL TO OUTSIDE To 7MO Q FINISHED GRADE 4 OF CONTROL. O2 1/2" CONDUIT FOR ELECTRICAL (�2 VALVE BOX & COVER 5 POWER PER LOCAL AND NATIONAL ELECTRICAL CODES TORO QUICK COUPLING 3 VALVE. MODEL NO. 474-00 O3 3/4" FIELD OUTPUT WIRES ® CONTINUOUS BRICK SUPPORTS 0 0 0 0 O 0 0 0 SECURE TO WALL WITH 05 GRAVEL (1 CU. FT.) APPROPRIATE PIPE CLAMPS a ° g° © 1" LASCO SWING JOING O 1/2" CONDUIT FOR SENSOR WIRES o O CIjI0 0 PVC MAIN LINE SEE Uj aa- SECURE TO WALL WITH SPECS. FOR DEPTH w 6 APPROPRIATE PIPE CLAMPS ® PVC TEE OR ELBOW (TYP.) W CO O 1/2" CONDUIT REMOTE RECEIVER 4 5 6 WIRES NOTES: FRONT RIGHT -SIDE O6 FINISHED GRADE 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. SECTION/ELEVATION SECTION/ELEVATION 3. SEE PLANS, LEGEND AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION NOTES, NOTES: NOT TO SCALE NOT TO SCALE T__/ SECTION/ELEVATION 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. REFERENCE NUMBER 065-171 QUICK COUPLER TORO CONTROLLER L NOT TO SCALE NOT TO SCALE LEGEND 1. TORO DL2000 AUTOMATIC 8. AIR/VACUUM RELIEF FLUSH VALVE (FCH-H-FIPT) FLUSH VALVE (FCH-H-FIPT) 8 -INCH CL200 PVC SLEEVE LATERAL, TORO BLUE STRIPE Q c0i o PLUMBED TO FLUSH 8. POLY TUBING (EHD1645-XXX) 2. MANIFOLD AT LOW POINT. 6 -INCH MINIMUM DEPTH OF CENTERED ON MOUND OR 3. TORO DL2000 9. BERM. 2. PVC FLUSH MANIFOLD. ROCK 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL CONNECTION (TYP). 9. TORO DL2000 AIR/VACUUM 3. TORO DL2000 4. RELIEF VALVE (YD -500-34) 4. MANIFOLD -TO -ELBOW MANIFOLD -TO -ELBOW PLUMBED TO TORO BLUE WASHER. CONNECTION (TYP). 3. STRIPE POLY TUBING NON -RISING STEM. 12. TORO DL2000 AIR/VACUUM 11. (EHD1645-XXX) AT EACH HIGH 4. PVC LATERAL LINE FROM POINT. PVC MAINLINE DRIP ZONE KIT. 4. PLUMBED TO FLUSH PVC SCH.80 MALE ADAPTER PLUMBED TO TORO BLUE 10. PERIMETER LATERALS 2" TO 5. PVC SUPPLY MANIFOLD. 4" FROM EDGE. 6. TORO DL2000 11. AREA PERIMETER. MANIFOLD -TO -TEE 6. CONNECTION. 12. TORO DL2000 OPERATION LATERAL, TORO BLUE STRIPE INDICATOR (DL-MP9), 7. TORO DL2000 DRIPLINE OPTIONAL. LATERAL (RGP-XXX-XX). NOTE: THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. SEE TORO SUBSURFACE IRRIGATION DESIGN GUIDE (FORM #ALT111). PLAN NOT TO SCALE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 065-188g. 1 TYPICAL DRIPLINE LAYOUT REQUIREMENTS NOT TO SCALE 1. PVC LATERAL LINE FROM 7. PVC FLUSH MANIFOLD. FLUSH VALVE (FCH-H-FIPT) DRIP ZONE KIT. 8 -INCH CL200 PVC SLEEVE (LENGTH AS Q c0i o -F co U F- U 8. PERIMETER LATERALS 2" TO 2. PVC SUPPLY MANIFOLD. 6 -INCH MINIMUM DEPTH OF 4" FROM EDGE, 3. TORO DL2000 9. AREA PERIMETER. NOTES: MANIFOLD -TO -ELBOW ROCK 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL CONNECTION (TYP). 10. TORO DL2000 OPERATION MAINLINE SIZE. 'It TORO DL2000 4. INDICATOR (DL-MP9), 4. TORO DL2000 DRIPLINE MANIFOLD -TO -ELBOW OPTIONAL. WASHER. LATERAL (RGP-XXX-XX). 3. SET VALVE BOX FLUSH WITH FINISH GRADE IN NON -RISING STEM. 12. TORO DL2000 AIR/VACUUM 11. TORO DL2000 AUTOMATIC 5. TORO DL2000 AIRNACUUM FLUSH VALVE (FCH-H-FIPT) PVC MAINLINE RELIEF VALVE (YD -500-34) 4. PLUMBED TO FLUSH PVC SCH.80 MALE ADAPTER PLUMBED TO TORO BLUE MANIFOLD AT LOW POINT. STRIPE POLY TUBING (EHD1645-XXX) AT EACH HIGH POINT. 6. AIR/VACUUM RELIEF LATERAL, TORO BLUE STRIPE POLY TUBING (EHD1645-XXX) CENTERED ON MOUND OR BERM. NOTE: THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. SEE TORO SUBSURFACE IRRIGATION DESIGN GUIDE (FORM #ALT111). PLAN NOT TO SCALE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 065-188h. L52147 BRASS GATE VALVE NOT TO SCALE LEGEND FINISH GRADE/TOP OF D.G. CARSON 910-4 VALVE BOX WITH T -COVER OR APPROVED TORO DL2000 AUTOMATIC EQUAL:COLOR TO BE TAN. U FLUSH VALVE (FCH-H-FIPT) LATERAL (RGP-XXX-XX). 8 -INCH CL200 PVC SLEEVE (LENGTH AS Q c0i o -F co U F- U REQUIRED) 8. AREA PERIMETER. 2. TORO DL2000 OPERATION 6 -INCH MINIMUM DEPTH OF 1/2 -INCH PEA INDICATOR (DL-MP9), DRIP ZONE KIT. GRAVEL OPTIONAL. NOTES: FILTER FABRIC UNDER DRAIN ROCK 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL BRICK (1 OF 3) z MAINLINE SIZE. 'It TORO DL2000 4. 2. VALVE BOX TO INCLUDE STAINLESS STEEL BOLT AND TRACER WIRE MANIFOLD -TO -ELBOW CONNECTION. WASHER. THREADED BRONZE GATE VALVE WITH SOLID WEDGE, 3. SET VALVE BOX FLUSH WITH FINISH GRADE IN NON -RISING STEM. 12. TORO DL2000 AIR/VACUUM 5. NATIVE AREAS, 1/2 -INCH ABOVE FINISH GRADE IN RELIEF VALVE (YD -500-34) � TURF AREAS. PVC MAINLINE PERIMETER LATERALS 2" TO 4. EMBOSS COVER WITH "G.V." IN 1 -INCH HIGH PVC SCH.80 MALE ADAPTER (1 OF 2) STENCIL LETTERS USING STYLUS TIP TORCH. 1. TORO DL2000 AUTOMATIC 7. TORO DL2000 DRIPLINE U FLUSH VALVE (FCH-H-FIPT) LATERAL (RGP-XXX-XX). a CD PLUMBED TO FLUSH Q c0i o -F co U F- U MANIFOLD AT LOW POINT. 8. AREA PERIMETER. 2. TORO DL2000 OPERATION 9. PVC LATERAL LINE FROM " Q INDICATOR (DL-MP9), DRIP ZONE KIT. OPTIONAL. a�3m 10. PVC SUPPLY MANIFOLD. 3. PVC FLUSH MANIFOLD. z 'It TORO DL2000 4. TORO DL2000 MANIFOLD -TO -ELL MANIFOLD -TO -ELBOW CONNECTION. CONNECTION (TYP). o. 12. TORO DL2000 AIR/VACUUM 5. TORO LOC-EZE TEE (FTT16). RELIEF VALVE (YD -500-34) � PLUMBED TO SUPPLY 6. PERIMETER LATERALS 2" TO MANIFOLD AT HIGH POINT. <r - 4" FROM EDGE. NOTE: THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. SEE TORO SUBSURFACE IRRIGATION DESIGN GUIDE (FORM #ALT111). PLAN NOT TO SCALE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 065-188j. IRREGULAR AREAS Jj NOT TO SCALE PVC SLIP -THREAD ADAPTER �-- BUBBLER NOZZLE AS SPECIFIED. 3" ABOVE GRADE WATER WELL AS PER i �,:_ PLANTING DETAIL -1 I 1 ,-- FINISHED GRADE BUBBLER ON FIXED RISER FX -IR -FX -HEAD -12 I /11 12022 Date CVWD Plan # These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department z C) H N o Q O O r-) y rn} 0:� N Nm m aCNz\ Q o m o rn w Y v w � LLJ (n 0 0 0 0 O u� =�A � O �a a a Ln � N 'SU = Q � H = z Ln o �^f 0.)gr` NO. DATE DESCRIPTION SHEET NUMBER L2.3 0 0 U 8 -W7 a CD a�oi a Q c0i o -F co U F- U J�Q �N 1- H WZGA M x o�go (A Q M F- Q C G Y tV4 a�3m U a z z C) H N o Q O O r-) y rn} 0:� N Nm m aCNz\ Q o m o rn w Y v w � LLJ (n 0 0 0 0 O u� =�A � O �a a a Ln � N 'SU = Q � H = z Ln o �^f 0.)gr` NO. DATE DESCRIPTION SHEET NUMBER L2.3 0 0 L 0-- CY) Q00 U d I Z 00 o z � U) C14 a o w -{X z 0- Qaf LL_ o o Ln I 1�) 0 w (n 00 Y W M ca N o. QW z U � °- <r - z C) H N o Q O O r-) y rn} 0:� N Nm m aCNz\ Q o m o rn w Y v w � LLJ (n 0 0 0 0 O u� =�A � O �a a a Ln � N 'SU = Q � H = z Ln o �^f 0.)gr` NO. DATE DESCRIPTION SHEET NUMBER L2.3 3 c 0 C_ 0 I V) 0 0 C_ CO c 0 0 Q U 0 I 0 J SECTION 02700 IRRIGATION SYSTEM Part 1.00 General 1.01 SCOPE OF WORK A. This Section shall govem the furnishing of all labor, materials and equipment for a corn lete o eratin s tem for lawn irri ation as s ecified herein and shown on the applicable drawings. g P 1.02 SUBMITTALS A. Material List: Submit list of all materials for irrigation system. B. Maintenance Items: Provide the following: 1. Two sets of sprinkler wrenches for adjusting, cleaning or disassembling each type of sprinkler. 2. Two service manuals for all equipment installed. Manuals shall be loose leaf and show drawings or exploded views of equipment and catalog numbers and current prices. 3. Operating instructions for ail equipment installed. 4. One set of quick coupling keys to operate the quick coupling valves. C. Project Record Documents: Correct daily to indicate changes from Contract Documents. 1. Horizontally at 90 degree angles, dimension the location of the following items from two permanent points of reference; i.e. curb junctures, light standards, building comers, survey hub points, or coordinates with a tolerance of 12 inch maximum. a. Sprinkler main lines routing. b. Connections to the existing water supply lines. c. Sprinkler control valves. d. Gate valves. e. Electrical control wire path diagrammatically. 2. Vertical dimensions shall be given for mains when site conditions require installation deeper than 24 inches. 1.03 PRODUCT HANDLING A. Exercise care in handling, loading, unloading and storing irrigation system materials to avoid damage. Store under cover. 1.04 PRODUCT CONDITIONS A. The Contractor shall make all temporary repairs as necessary to keep the irrigation system in operating condition. This exercise shall not affect the requirements to be performed under the Contract Documents. B. Coordinate work with that of other trades, all underground improvements, the location and planting of specimen trees and ail other planting. Location of all planting requiring excavations 24 inch in diameter and larger shall be verified with Owner prior to installation of main lines. 1.05 INSPECTION A. Verify dimensions and grades at job site. Part 2.00 Products 2.01 MATERIALS A. Plastic pipe: Extruded from 100% Virgin Polyvinyl Chloride (PVC). 1. Plastic pipe installed on pressure side of valves: (PVC) ASTM D1785, Schedule 40 or PVC ASTM D2241 Class 200. 2. Plastic pipe installed on non -pressure side of valves: (PVC) ASTM D2241 Class 160. B. Plastic fittings: (PVC) ASTM D1785, Type 2, IPS, Schedule 40, NSF. C. Solvent & Cleaner. As recommended by pipe manufacturer. D. Automatic Controller Toro TMC 424, High Surge Expansion Modules E. Weather Sensor. Irritrol Climate Logic Sensor CL -Wireless F. Remote Control Valves: Toro P220 Series Plastic Valves G. Sprinkler Heads: Sprays - Toro 57OZ-XP PRX; Rotors - Toro T5PCK H. Sprinkler Nozzles: Toro Precision Spray Nozzles I. Drip: Toro Drip In PC Brown Dripline; Toro Drip Zone Valve Kit J. Wire: Copper, UL approved direct burial wire. Minimum of 14 gauge or as specified on the drawings. K. Remote Control Valve Boxes: Brooks #3 or Ametek VP -10. Box lids shall be marked 'R.C.V.'. 1. Valve boxes for gate valves 3' and smaller. Ametek. 2. Gate valve boxes shall be marked 'Irrigation' or 'Water'. L. Conduit for Control Wires (if shown on drawings): (PVC) ASTM D1785, Schedule 40 in locations' as indicated. M. Miscellaneous Materials: As hereinafter specified and as necessary to complete this work and as shown on Drawings. Part 3.00 Execution 3.01 EXCAVATION AND BACKFILLING A. Trenching - General: 1. Dig trenches straight. 2. Provide continuous support of the pipe by the bottom of trench. Lay pipe to even grade. Bottom of trench shall be free from rocks or other sharp ed a ob cts. 3. Trenching shall follow la ut indicated. 9 Yo 4. Minimum cover Pressure Lines: 24 inches. Non -Pressure Lines: 12 inches. 5. All lines shall have a 6' minimum clearance from each other and from lines of other crafts. Do not install lines direct) over another line. Y 6. Maintain 1' minimum between lines which cross at angles of 45 degrees to 50 de rees. 7. Exercise care in excavating, trenching and working near existing utilities. B. Backfilling: 1. Compact to dry density equal to adjacent undisturbed soils. 2. Conform to adjacent grades without dips, sunken areas, humps or other irregularities. 3. Initial backfill on plastic lines shall be pulverized native soil no larger than 2' in diameter and free of foreign matter. 4. Restore grades and repair damage where settling occurs. C. Routing of Piping: 1. Pressure and non- ressure i in lines are routed die rammaticali on P PP 9 9 Y Drawings. 2. Coordinate specimen trees and shrubs with routing of lines. Planting shall take precedence over sprinkler and piping location. Report any major deviation from routing indicated to landscape architect or owner prior to line installation. 3. Install lines in such manner as to conform with drawings without offsetting the various assemblies from the pressure supply line. 3.02 INSTALLATION A. Water Supply. Refer to drawings. B. Quick coupling valves: Installed at intervals so that not more than 150 feet of hose will be required to reach any plant or tree (if a pressurized main system is being used). C. Assemblies: 1. No multiple assemblies shall be installed on pressure lines. 2. Provide each assembly with Its own outlet. D. Cathodic Protection: Provide in the piping systems where required by installing insulating couplings, flanges or unions between copper or brass pipe or tubing and steel or cast iron pipe. E. Plastic Pipe: Install plastic pipe in accord with manufacturer s recommendations. Install sprinkler head on plastic pipe as indicated. 1. All welded joints shall be cleaned with manufacturers cleaner prior to applying solvent. a. Welded joints shall be given at least 15 minutes set-up curing time before moving or handling. b. Pipe shall be partially center loaded to prevent arching and shifting under pressure. c. No water shall be permitted in pipe until a period of at least four hours has elapsed for solvent weld setting or curing or as required by solvent manufacturer. 2. Backfilling shall be done when pipe is not in expanded condition due to heat. Cooling of pipe can be accomplished by operating the system for a short time before backfill, or by backfilling in the early part of the morning before the heat of the day. 3. Curing: When the temperature is above 80 F. soluble weld joints shall be given at least 24 hours curing time before water is introduced under pressure. F. Automatic Controller: 1. Contractor shall be responsible for making control wire and electric power connections to the automatic controller. G. Remote Control Valves: 1. Install at sufficient depth to provide not more than 6' nor less than 4' cover from the top of the valve to finish grade. 2. Install valves in a plumb position with 24' minimum clearance from other equipment for proper maintenance. 3. All valves shall be installed in appropriate sized valve boxes with cover. H. Wire Connections: Ail underground wire connections to electric remote control valves shall be made by using waterproof wire connectors as manufactured by King Technology Inc. 1. Gate Valves: 1. Line size and install where indicated and sufficient clearance from other materials for proper maintenance. 2. Equip valves, sizes 3' and smaller, with standard operating wheel for operation. Valve bonnet packing shall be checked and tightened before backfill. Ail valves shall be 150 psi rated. 3. Ail valves shall be installed in appropriate sized valve boxes with cover. J. Sprinkler Heads: 1. Install in a plumb position at intervals not to exceed the maximum spacings indicated. 2. Heads in lawn or turf areas where grass has not been established shall be installed on temporary risers extending at least 2' above grades. 3. Where heads are installed along walks, roads, etc., they shall be permanently positioned. K. Thrust Blocks: Install thrust blocks on all main irrigation lines 4' or larger at all changes of direction, as detailed in manufacturer's recommendations on pipe installation or as shown on the drawings. L. Flushing of System: 1. Flush main and lateral systems to clean out all debris and sediment prior to installation of heads. 2. This does not relieve requirements of future adjustments of system or reflushing system. 3.03 ELECTRICAL A. Be responsible for making wire connections from remote control valves to controllers. All wiring shall be in accord with applicable codes. 3.04 PRESSSURE TEST A. Test all pressure lines under hydrostatic pressure of 100 lbs. per square inch and all non -pressure lines shall be tested under the existing static pressure and both be proven watertight. B. Pressure shall be sustained in the lines for not less than four hours. If leaks develop, the joints shall be replaced and the test repeated until the entire system is proven watertight. C. Perform tests prior to backfill 3.05 LOWERING OF HEADS A. All sprinklers installed in lawn areas unless otherwise noted shall be lowered to finish grade within ten days following notification by the owner. B. At the time of lowering heads, completely check and adjust the entire system and make any repairs that are necessary to complete this work. 3.06 ADJUST AND CLEAN A. Installations and Operations: Make such adjustments and repairs as requested as necessary for acceptance at no additional cost to the owner. 3.07 COMPLETE AND ACCEPTANCE A. Completion of work shall mean the full and exact compliance and conformity with provisions expressed or implied In the drawings and specifications. B. All work under this contract shall not be finally accepted until expiration of the guarantee period. C. The irrigation contractor shall demonstrate and fully acquaint the owner and/or owner's representative with the entire system, proving that ail remote control valves are properly balanced, that all heads are properly adjusted for radius and' arc of coverage, and that the system' is workable, clean and efficient. This shall be a requirement for acceptance of the work. D. Contractor shall upon receipt for final payment, give owner a set on CD of as -built irrigation system with all valves, tees and heads indicated as installed. 3.08 GUARANTEE AND REPLACEMENT A. The irrigation contractor shall furnish warranties in writing certifying that the quality and workmanship of ail materials and installation furnished is in accordance with these specifications and in accordance with original manufacturers warranties. Irrigation contractor shall further see to the fulfillment of all manufacturer's warranties. Irrigation contractor shall warrant the installation workmanship for a period of one (1) year from date of completion or acceptance of the job, or any accepted portion of the job. B. Should the irrigation contractor be notified that work or replacements are warranteed under these conditions, he shall provide the required service and/or replacements promptly within three (3) days. END OF SECTION SECTION 02800 LANDSCAPE Part 1.00 General 1.01 SCOPE OF WORK A. This section covers furnishing and installing ail landscape plants and nonplant materials covered by the drawings and these specifications. The work shall include materials, labor, equipment and services as described herein and indicated on the drawings. Also, the work shall include the maintenance of all plants and planting areas until acceptance by the Owner, and the fulfillment of all uarantee rovisions as herein s ecified. 9 p P 1.02 PLANTING LAYOUT A. a ore b innin work the contractor sh it invests ate and verif in the field B f eg g a g y , the existence and location of all underground utilities and irrigation piping, and take precautions to prevent their disturbance. It shall be the responsibility of the contractor to obtain all such Information as it is made available. Plans and specifications of related work may be obtained from the owner. B. The contractor shall locate all general reference points, take precautions to prevent their disturbance, perform the layout work, be responsible for all lines, elevations and measurements of work executed under the contract, exercise proper precaution to verify figures on drawings before laying out work and be responsible for any error resulting from failure to exercise such precaution. The contractor shall make field measurements for his own work and be responsible for its accuracy. C. Discrepancies between conditions existing on the site and conditions indicated on the drawings shall be called to the attention of the owner before or at the time plant locations are staked out. D. in the event of a variation between the plant list and the actual number of plants shown on the plans, the plans shall control. 1.03 HORTICULTURAL STANDARDS A. Unless otherwise noted, plant material, including collected materials, shall be grade No. 1 or better as outlined under Grades and Standards for Nursery Plants, and shall also conform to American Standard for Nursery Stock, ANSI (American National Standards Institute, Inc.) Z60.1-1996 as approved by the American Association of Nurserymen. B. All plant names shall conform to the names given in Standardized Plant Names, 1942 Edition, prepared by the American Joint Committee on Horticultural Nomenclature. Names of varieties not included therein shall conform generally with names accepted in the nursery trade. Ali plant materials shall be true to botanical, common and variety names. Botanical name shall have precedence over common name. C. The landscape architect shall have the right, at any stage of the operations, to reject any and all work and materials which, in his opinion, do not meet with the requirements of these specifications. Such rejected material shall be removed from the site and acceptable material substituted in its place. 1.04 CERTIFICATES OF INSPECTION A. Ail plant material shall be inspected by the Department of Agriculture, as required by state law. Plants of a grade less than that specified in the article titled HORTICULTURE STANDARDS will not be accepted. Part 2.00 Non -Plant Materials 2.01 SOIL BACKFILL A. Soil for backfilling planting areas and plant pits shall be the existing surface soil, free from subsoil, objectionable weeds, litter, sods, stiff clay, stones, stumps, roots, trash, toxic substances, mortar, cement or any other material which may be harmful to plant growth or hinder planting operations. Poorly drained soil shall not be used. B. Soil amendments shall be added to the soil in the amount and manner prescribed by soil analysis to obtain a pH of 5.5 to 6.5. Results from soil analysis and a list of the prescribed amendments shall be presented to the owner and verified by the landscape architect prior to being incorporated into the soil. C. if additional soil is required; it shall be furnished by the contractor and shall be a natural, friable soil representative of productive, well drained soils in the vicinity. It shall be obtained from well drained areas which hove never been stripped before wand shall be free of admixture of subsoil and foreign matter, stones, toxic substances and any material or substance that may be harmful to plant growth . D. The contractor shall provide the following information on imported topsoil: 1. Specific location from which topsoil will be (or was) stripped. 2. Present owner of that property. 3. Approximate amount of topsoil available. 4. Test results showing topsoil composition and analysis. E. Soil test shall be performed by a qualified soils laboratory, in accordance with "Methods of Soils Analysis - Agronomy '9' as published by the American Society of Agronomy and shall be performed at the Contractor's expenses. F. Planting soil backfill for raised architectural planters, if applicable, shall consist of 40% potting soil, 40% coarse washed builders sand and 20% horticultural periite. " G. Areas desi nated to be lanted with flowerin annuals, if a licable, shall be g P 9 PP excavated to a depth of 87 and backfilled with a mixture consisting of 40% peat, 40% D.O.T. (coarse) sand, 10% pine bark (decomposed) and 10% cypress chips. H. Planting soil backfill for tree wells, if applicable, shall be 2/3 approved topsoil and 1/3 coarse washed builders sand. 2.02 FERTILIZER A. Commercial fertilizer shall be 14-14-14 formulation of Osmocote brand, 3-4 month release of which 60% of the nitrogen is in urea -formaldehyde form and shall conform to the applicable state fertilizer laws. Fertilizer shall be uniform in composition, dry and free flowing. 2.03 DOLOMITIC LIMESTONE A. Dolomitic limestone shall be a natural limestone, designated for agricultural use shat contain not less than 85 % of total carbonates and shall be , I round so that 50% will ass a 100 mesh sieve and 50% will ass a 20 9 P P mesh sieve. 2.04 PRE -EMERGENCE WEED CONTROL A. Weed control shall be Ronstar 2G as manufactured by Rhodia, Inc., Monmouth Junction, New Jersey 08852 or Princop (Simazine) as manufactured by Gelgy Agricultural Chemicals, Ardsley New York 10502, or an approved equal. 2.05 WATER A. Water will be available for use on site during the landscape installation at no cost to the contractor. Care shall be exercised to assure that water is kept free of harmful chemicals, acids, alkalis, or any substance, which might be harmful to plant growth. 2.06 ANTiDESICCANT A. Antidesiccont shall be an emulsion type; film -forming agent designed to permit transpiration, but retard excessive loss of moisture from plants, such as Dowax b Dow Chemical Co. or Wilt -Prof b Nurser S ecialt Products Y Y Y P Y Inc., or an acceptable equal. The antidesiccant shall be delivered in the manufacturers fully identified containers and shall be mixed in accordance with manufacturer's instructions. 2.07 BORICIDE A. Boricide shall be Lindane as manufactured by Platt, or on approved equal. 2.08 MULCH A. Mulch around building pad shall be 4-6" river rock mulch over 1-1/2" medium grade mulch. Mulch outside of building pad shall be medium grade bark mulch. Mulch within bioretention shall be 3" layer no -float cypress bark mulch. See plan for size, color and limits of stone mulch. Install a weed barrier under mulch, and submit a mulch somple to owner. 2.09 GUYING AND STAKING MATERIAL A. Stakes for supporting trees shall be as detailed on the drawings. Wire for fastening trees to duckbill and turnbuckle shall be galvanized aircraft grade guying cable as specified in the detail. Wires in contact with trees shall be encased in two-ply reinforced garden hose. Material for wrapping tree trunks shall be burlap, heavy crepe paper, or other acceptable material in strips 6 to 10 inches wide. 2.10 DRAINAGE GRAVEL A. Where indicated on the drawings, or where soil conditions deem it necessary, the contractor shall install gravel subdrains beneath trees and/or planting areas to aid in soil drainage and percolation. The subdrain shall be constructed as detailed on the drawings, or as directed by the landscape architect. Drainage gravel shall consist of washed, clean gravel 3/4 inch to 2 inches in size. Part 3.00 Plant Material 3.01 QUALITY OF PLANT MATERIAL A. Durin ins ection as set forth hereinafter all lant material it g p p w l be edged, and re ctions shall be based u on these �stan ards. All lants je p d p shall comply with federal and state law re uirin ins ection for Ian diseas q g p p t es and infestations. inspection certificates required by law shall be made available to the owner or owner's representative at his/her request. B. In determining the quality of plant material, the following elements will be valued: 1. Root condition. 2. Plant size (above ground). 3. Insect and disease free condition. 4. General appearance (color, shape, pruning). A deficiency in one or more of these areas will be sufficient reason to reject selectively or by lot. C. The landscape architect shall have the right, at any stage of the operations, to reject any and all work and materials which, in his opinion, do not meet with the requirements of #hese specifications. Such rejected material shall be removed from the site and acceptable material substituted in its place. 3.02 SIZE AND MEASUREMENTS A. Plants shall be measured when branches are in their normal position. Heights and spread dimensions specified refer to the main body of the plant and not to extreme branch tip to tip. The measurements specified are the minimum size acceptable and where pruning is required, these are measurements after pruning. When sizes are indicated as a range, the plant shall have the proper proportion as outlined in Department of Agriculture, Grades and Standards for Nursery Plants Part 1 and 11. Caliper of trees shall be taken 36 inches above the ground level and shall be the determining measurement for trees. B. Plants, which have been headed back to conform to the size specified, will not be acceptable. Plants larger than specified may be used if approved by the owner, however, the use of such plants shall not increase the contract price. 3.03 LABEL A. Plant materials shall have durable, legible labels stating, in weather resistant ink, the correct botanical and common names and size as indicated in the Plant List. Each plant, or sufficient representative samples of each delivered shipment, shall have labels securely attached in a fashion that will not interfere with normal plant growth. Plant materials which have (or will have) a seasonal bloom shall be togged with labels indicating the specific variety of that species' botanical and common name. 3.04 BALLED , BURLAPPED, WIRE BALLED, BURLAPPED PLANTS A. All ball sizes shall be of a diameter and depth to encompass the fibrous and feeding root system necessary for full recovery of the plant after planting. Ali balls shall be firm, shall not be broken or cracked and shall be wrapped and securely tied with heavy twine or wire. All trees shall be root pruned a minimum of 6 weeks before delivery. When the tree is root pruned, the tree crown shall be selectively thinned to reduce the volume of the crown. This shall consist of thinning and shaping only. Care shall be taken to assure that the plant form will not be distorted and will remain typical of the s ecies rowth characteristics. B. Plants designated B B or WB B in the Plant List shall be adequately balled with firm, natural balls of soil in sizes at least equal to those set forth in ANSI Z60.1-1986. Bolls shall be firmly wrapped with jute burlap or equivalent cloth capable of rotting in the round. No boiled plant shall be planted if the ball is cracked, mushroomed or broken either before or during the process of planting. Trees grown in grow bags shall not be acceptable. Synthetic strings, straps, and burlap material shall be properly removed from the root ball. Synthetic burlap is to be totally removed from the root ball. 3.05 COLLECTED PLANTS A. All plant material (except Wax Myrtles and Sabal Palms) shall be nursery grown. Collected plants shall have been grown under climatic conditions similar to those in the locality of the project. All collected plants shall meet the requirements as specified and shall meet all specified grades and standards, unless otherwise qualified in the Plant List or these specifications. Root balls shall- be increased in size one third greater than nursery grown plants. 3.06 CONTAINERIZED PLANTS A. All container grown plants shall be well rooted and established in the container in which they are delivered to the site. The plants shall have been in that container sufficiently long for the fibrous roots to hold the soil together when the plant is removed from the container. Plants designated to be container grown may be furnished with ball and burlap provided they conform to the size and quality required and that the requirements for balled and burlapped plants are met. Container grown plants found to be root -bound during planting will not be acceptable. Containerized trees have a tendency to dry out quickly. The contractor shall be responsible for hand watering the trees at time of delivery through the time of final acceptance at a rate consistent with the nursery watering schedule to assure that the tree does not go into shock. 3.07 SPECIMEN PLANTS A. After receiving the Notice to Proceed, the contractor shall locate all plants specified as specimen. The contractor shall notify the owner so they may agree on a time to mutually inspect the selected plants. The owner will ins ect and to those lants which are acce table for use. Ex p g p p penses incurred by the owner for any subsequent inspection of specimen plants, at any time, in addition to the mutually agreed time shall be the responsibility of the contractor. 3.08 PALMS (if required) A. Palms exce t cabby a alms and unless otherwise indicated shal i be P 9 P burly ed. Buds of alms shall be tied and su orted in an u r pp p pp p ight position in accordance with the guidelines of Department of Agriculture, Grades and Standards for Nurser Plants Part 11 Palms and T es. Y , re B. Special care shall be applied to the handling and planting of palms. Unless otherwise indicated, palms shall have heavy straight trunks with full heads. Sabal palm root balls shall be dug with a minimum of 3' diameter ball 3' deep. The head shall be tied and supported during transport with a 2x4 tied parallel to the trunk extending up to the foliage. Avoid excessive pressure on the petioles when tying the head. Canary Island Date palm heads shall be tied using a 4x4 wood pole. 3.09 SUBSTITUTIONS A. The use of materials differing in kind, quality or size from those specified will be allowed only after the owner is convinced that all means of obtaining the specified materials have been exhausted. B. Where it is indicated that the contractor may furnish or use a substitute that is equal to the material or equipment specified and if the contractor is to furnish or use a ro osed substitute he shall after the aw p p and of the contract, make written application to the owner for acceptance of such a substitute. The substituted product or method shall be equal or superior in all respects to the specified product or method, shall perform adequately the duties imposed by the general design, shall be compatible with all other elements of the job, and shall be sufficient to complete the job. The substitution shall not add cost to the contract. Should it be necessary to accept a substitute of a quality less than specified, the unit price shall be used to adjust the contract price downward accordingly. No substitution shall be ordered or installed without the written permission of the owner and governing municipality. Part 4.00 Delivery, Storage and Handling 4.01 PLANT MATERIAL A. The contractor shall exercise care in handling, loading and unloading, storage and transporting all plant material and allied materials to prevent damage. The contractor shall assume full responsibility for protection and safekeeping of products stored on the job. B. The contractor shall dig and prepare B B and WB B plant material for shipment in a manner that will not damage roots, branches, shape and future development ofter planting. C. Trees indicated on the plans as WB B and those where size, soil conditions and distance of transport to the site would warrant, shall be wireballed. Bottom wired baskets manufactured specifically for use in tree handling may be used. D. The contractor shall handle all plants so that roots and branches are protected at all times from drying out, heating and from other injury. All plants shall be handled by the ball or container. E. Before moving plants from the nursery or storage area to the site; they shall be thoroughly sprayed with a solution of antidesiccant. Antidesiccont shall be applied to all collected pines, oaks and myrtles. Two weeks after planting or as specified by the product manufacturer, the material shall be sprayed again with the antidesiccant. The antidesiccant shall be applied using power spray to provide an adequate film over trunks, branches, stems, twigs and foliage. F. When transporting plants to and at the site, the contractor shall make provisions to protect plants from wind damage by avoiding high-speed highways, transporting in enclosed or partially enclosed vehicles, or covering the plants with burlap or other suitable material. Plants severely damaged by wind will be rejected. G. Any plant with signs of insects, their eggs or larvae or disease will be rejected and shall be removed from the project site. H. Only the nursery stock intended for planting on a particular day shall be delivered and stored on the site during the day unless otherwise acceptable to the owner. All plants shall be stored in one location as designated by the owner, protected from wind and kept moist. The roots of all plants that cannot be planted immediately in soil shall be covered with mulch and other suitable material. No plants shall be taken from the temporary storage area for planting on the project until after the tree pits or holes for the plants in the section to be planted have been properly excavated and prepared ready to receive the trees and shrubs. I. Trees moved by winch or crane shall be thoroughly protected from chain marks, girdling or other bark slippage by means of burlap, wood battens or other acceptable method. 4.02 NONPLANT MATERIAL A. Fertilizer shall be delivered to the site in original, unopened containers bearing manufacturers guaranteed chemical analysis, name, trade name, trademark and conformance to state law. In lieu of containers and provided that it is to be applied at the time of delivery, fertilizer may be furnished in bulk and a certificate indicating the above information shall accompany each delivery. B. Pesticide and herbicide materials shall be delivered to the site in the ori inai 9 unopened containers. Containers that do not have a legible label that identifies the Environmental Protection Agency registration number and the manufacturers re istered uses will be re cted. C. Storage of materials shall be in the area designated for use by the owner. All materials shall be kept in dry storage and away from contaminants. Part 5.00 Installation 5.01 PREPARATION BEFORE PLANTING A. The contractor shall verify that all final grades have been established prior to beginning planting operations. Ail unsatisfactory grading shall be reported to the owner, and the contractor shall not proceed with this work until the unsatisfactory conditions have been corrected. When conditions detrimental to plant growth are encountered, such as rubble, fill or adverse drainage conditions, the contractor shall notify the owner for directions. B. Should undesirable existing vegetation be present on the site at the time of installation, the contractor shall prepare the site for planting by use of chemicals, when used as recommended by the manufacturer, and/or mechanical means acceptable to the owner. Care shall be exercised to avoid any misuse of chemicals, which would create detrimental residual conditions. Care must also be used not to alter final grades, which have been established or cause damage to previously established turf areas. 5.02 SITE PREARA11ON A. if so called for by the owner, all plant locations and the areas of all planting beds shall be staked out on the ground, for acceptance by the owner, before planting operations begin. The contractor shall stake the location of the center of each tree and paint the outline of each shrub and groundcover bed. The stakes shall be oriented in a vertical manner so that they can be viewed and read from one direction. The contractor shall give the owner notice 24 hours prior to the completion staking described herein. B. The contractor shall verify the location of underground utilities, and irrigation heads and valves, and provide markers or other suitable protection, where necessary, to prevent damage. 5.03 EVCAVA11ON OF PLANTING AREAS A. No tree or shrub pit shall be dug or prepared until their location is acceptable to the owner. Reasonable care shall be exercised to have pits dug and soil prepared prior to moving plants to respective locations for planting to ensure that they will not be unnecessarily exposed to drying elements or to physical damage. B. Circular pits with vertical sides shall be excavated for all plants. The depth of all plant pits shall be enough to accommodate the ball or roots and the prepared soil in the bottom of the pit. Diameter of pits for trees shall be at least 1 foot reater than the diameter of the ball. C. Plant beds and pits shall be tested for proper drainage by filling with water twice succession. Conditions permitting the retention of more than 6 inches of water in 1 hour shall be brought to the attention of the owner. A written proposal and cost estimate for correction of such conditions shall be submitted to the owner for acceptance, before proceeding with the work. D. All tree pits curbed planting islands, tree wells, or in areas, In which the soil has been compacted to an undesirable density, shall be excavated to a depth at least two feet greater than the measured depth and diameter of the ball. The minimum depth and diameter of excavation shall be four feet. Soil backflll in areas of densely compacted soil must meet specification 201-C unsuitable soil to on approved location. E.In shrub and groundcover beds where soils have been compacted to a density, which is detrimental to plant growth, the contractor shall loosen soils to a depth of 18" minimum to allow root penetration beyond the planting pit. F. If acceptable for use, existing topsoil in shrub and groundcover beds shall be treated with the specified soil amendments, at rates determined by soil tests. Amendments shall be incorporated into the soil to a depth of 12 inches. Where soil Is not acceptable as determined by soil tests, the soil in the entire area shall be removed to a depth of 8 inches and replaced with the specified planting soil. 5.04 PLANTING A. Ail plants, except as otherwise specified, shall be centered in their pits, faced for best effect and set plumb for backfilling. B. Burlap on B&B and WB&B plants shall be removed from top one third of the ball. Burlap shall not be removed from under balls. If the ball is cracked or broken before or during planting process, the plant shall not be removed from the site. All synthetic strings, straps, and wire cages shall be removed from the top of third of the root ball. Synthetic burlap shall be removed completely. C. Plants shall be removed from cans by cutting two sides of a container with an acceptable can cutter. Sides shall not be cut with a spade. Sides of knockout cans shall not be cut. Plastic containers with slanted sides shall not require cutting. Plants shall be removed from the container carefully, without injury or damage to the plant and root system. D. Bottom of plant boxes shall be removed before planting. Sides of the box shall be removed, without damage to the root ball, after positioning the plant and partially backfilling around It. The contractor shall hand water -containerized trees from the time of delivery until the time of the final acceptance at a rate consistent with the nursery conditions from which the trees were obtained. Trees, which go into shock due to insufficient water, may be rejected. E. Plants shall be set in the center of the pits and shall be plumb and straight and at such a level that after settlement the root crown will be level with the surrounding grade. F. la t holes sh II be backfill d with the s ecified lantin mixture laced in P n a e P P 9 P layers around the roots or ball. Each layer shall be carefully tamped in place in manner to avoid In jury to the roots or ball or disturbing the position of the plant. When approximately two thirds of the plant hole has been backfilled, the hole shall be filled with water and the soil allowed to settle around the roots. Balled and burlopped plants shall have the burlap cut away or folded back from the top of the ball before applying water. After the water has been absorbed, the plant hole shall be filled and tamped lightly to grade. Any subsequent settlement shall be brought to grade. G. Immediately after each tree pit is backfilled, a shallow basin slightly larger than the pit shall be formed with a ridge of topsoil to facilitate watering. This soil saucer shall be formed in a circle and tamped around each tree so that the saucer will retain water. Where curbing occurs around plant pits, the saucer shall be omitted. H. The contractor shall include adding a water retentive additive Terra -Sorb AG for all shrubs, groundcovers, annuals and trees at the manufacturers suggested rates. - DFPA Plyform, Exterior B B, edge sealed. 1. Plastic Fiber Special forms of molded fiber, if required. 2. Cardboard: Beam void forms "VOIDCO" or equal, as required under pier supported grade beams. 3. Metal: Commercial standard, or as noted on drawings. L521 p8 ' ' /ZoZL Date CVWD Plan #. 5.05 FERTILIZING A. Each tree and shrub shall be fertilized by placing the manufacturer s recommended amount around the base of the bail before backfilling. 5.06 STAKING, GUYING AND WRAPPING A. Staking or guying and wrapping of trees shall be done immediately after they are planted. Each plant shall stand plumb after staking or guying has been completed. It shall be the Contractor's responsibility to ensure that all trees are plumb and secure after planting. Staking of trees of a 10 foot height or less shall be at the discretion of the Owner. Ail other trees shall be staked. B. Immediately after planting, trees shall be staked and guyed for support. "Duck -bill" earth anchors as indicated shall be placed at sides of each tree, and shall be driven into undisturbed ground to a depth deep enough to sufficiently secure the tree. Care shall be taken when driving anchors to avoid damn in the tree roots. Exce t as otherwise indicated or directed the tree shall be fastened to each anchor as indicated on the plans. The wires shall be encased in hose at the tree to prevent direct contact with the bark and shall be placed around the trunk in a single loop. Wires shall be tightened and kept taut by twisting the turnbuckle. A brightly colored flagging tape approximately 12" in length shall be securely tied to each guy wire immediately above the turnbuckles. C. If planted while void of foliage, the trucks of all deciduous trees shall be wrapped spirally from bottom to top, and shall be securely tied with cord at top and bottom and at 2 foot intervals along the trunk. The wrapping shall overlap and entirely cover the trunk from the ground to the height of the second branches and shall be neat and snug. Overlap of wrapping material shall be approximately 2 inches. Trees shall be inspected for injury to trunks, evidence of insect infestation and improper pruning before wrapping. 5.07 MULCHING A. Immediately after planting operations are completed all tree and shrub saucers shall be covered with a 3" layer of medium grade mulch and groundcovers shall be covered with a 1 I" of medium grade bark mulch. Limits of the mulch shall be as indicated on the drawings. B. Areas within building pad area shall receive 4-6" river rock mulch over top of 1-1/2" layer of medium grade bark mulch. C. Areas outside of building pad area shall receive medium grade mulch as indicated in 5.07A D. Areas within bioretention area shall receive 3" layer of cypress no -float bark mulch. 5.08 PRUNING A. Each tree and shrub shall be pruned in accordance with standard horticultural practice to preserve the natural character of the plant and in the manner fitting its use in the landscape design. Pruning shall be done with clean, sharp tools and as indicated on the drawings. B. Approximately one third of the growth of large deciduous trees (those with 2 inch caliper or larger) shall be pruned by removal of superfluous branches. Main leaders of trees shall not be cut back. Branches shall be thinned out and not merely cut back. Long side branches may be shortened. Shrubbery with extremely heavy tops shall have one fourth to one third of the weaker growth removed by thinning. 5.09 CLEANUP A. During the course of planting, excess and waste materials shall be continuously and promptly removed daily, lawns kept clear, and all reasonable precautions taken to avoid damage to existing structures, plants and grass. After completion of the work, the entire site shall be cleared of excess soils, waste material, debris and all objects that may hinder maintenance and affect the visual appearance of the site. The Contractor shall clean all roads and walks of dirt film and soil clods. The Contractor shall also pressure clean and broom sweep all asphalt pavement prior to the final lift of asphalt to be laid. 5.10 DISTURBED AREAS A. All areas outside of the limits of work that are disturbed by the Contractor s construction activities shall be repaired and replanted to its original condition. Part 6.00 Guarantees 6.01 GUARANTEED PROVING PERIOD A. There shall be a guarantee period of 1 year for trees and specimen material and 1 year for shrubs. This guarantee period shall start at the final acceptance date. Contractor shall replace any and all plant material, which die during this guarantee proving period. Replacement of plants necessary during the guarantee period shall be the responsibility of the Contractor, except for possible replacements of plants resulting from removal, vandalism, acts of neglect on the port of others, or acts of God. Ali replacement material shall have the some guarantee time (1 year from installation of replacement for trees and specimen material and 1 year for shrubs). B. Planting maintenance shall include all necessary watering, cultivation, weeding, pruning and spraying, wrapping and mulching, straightening of plants which lean or sag and which develop more than a normal amount of settlement such adjustments to include excavating around and leveling or raising the ball when so directed and all other incidental work necessary for proper maintenance as directed b the Owner until subst nt I corn lets n an y a is p o d written release. C. Transplanted material (if applicable) shall not be guaranteed, however, good horticultural practices should be used before, during and after the material is transplanted. Good horticultural practices should include but not be limited to, all necessary watering, pruning and spraying, wrapping and mulching, fertilizing, moving, maintaining the same orientation and grade level from the original location, and all other incidental work necessary for proper transplanting. 6.02 FINAL INSPECTION AND ACCEPTANCE A. The Contractor shall notify the Owner in writing when the work has been completed in accordance with this Contract and request an inspection. The Owner will make the ins ection of the work and re ort findin s as to P P 9 acceptability and completeness. Any work remaining to be done shall be subject to reinspection before final acceptance. The Contractor will be notified in writing by the Owner of the final acceptance of the work. 6.03 CONTRACTOR'S RESPONSIBILITY AFTER ACCEPTANCE A. The Owner may elect to assume maintenance of all work, at the time of acceptance, or may elect to contract for maintenance by others for a specified period. Should maintenance after final acceptance be the responsibility of those other than the Contractor, the Contractor shall monitor all work for which he is responsible by guarantee, to assure that maintenance being performed will not jeopardize the condition and quality of the work and materials guaranteed by the Contractor. Any inadequate or damaging maintenance practices shall be reported immediately in writing to the Owner so that appropriate measures may be taken to correct the condition. Failure to so notif the Owner will invalidate an later claim of Y Y negligence or malpractice in maintenance. 6.04 ACCEPTANCE AND REPLACEMENT OF PLANT MATERIAL A. At the expiration of the proving period, an inspection of the plantings will be made by the Owner. Only those plants that are alive and normally healthy will be accepted. Unaccepted material shall be removed and replaced by the Contractor at his own expense, during the next planting season. Material and method of replacement planting shall be the same as specified for the original planting unless otherwise directed. The Contractor shall continue to make replacements until a plant shows vigorous and healthy growth for a period of 1 year from the date of acceptance by the Owner. All such replacements will be inspected for acceptance at the end of the proving period by the Owner. 6.05 REQUIRED MAINTENANCE A. Landscape contractor shall be responsible for the maintenance and upkeep for 90 days past the final inspection. At that point contact the general manager of the store and determine if the landscape contractor will remain on. If yes, contractor will be responsible for the maintenance and warrantee of all landscaping for one full year. If no, the landscape contractor is to walk the site with the general manager, manager, the facilities manager and the new landscaper and they shall agree that all planting is in good shape prior to the new landscaper taking over. END OF SECTION These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. l ate„ Water Management Department U Z W W a >> W Z 0 0 D Z 0 U a CE 0 x 0 K a 0 a 1 I' e U w = J v Gr Oz' �' Q Z �i' Qz it 4 E U o W Q aQ ui 0 a oo � 0 w W 2 2 i U -iN1a- rn 0 F_ C2 6W..ZM M � _ o�g 0 - U) M I- � Q Q ,C M N 0 0 a Y W :•c:m a93V 0 U�0 O C7 (1) Z LWA 00 00 M Ln z 0 - 0 O 0) fL N � rn _ rn d- N oN \ N � 00 O � Y Z a O � } r7 Z I Q Q N � O arc) w S J j� Z a- Q O O C7 _ r,o O ?- J = H 00 to 00 . C n wrrnS > � � � a N t -rn m Li <c Z v O r o- M d- LWA m 0 w Z 2 in w 0 >- >_ m m 0 w `3: U Q w U O O O d d O O l0 d 2 ri M Ln z 0 - 0 O 0) fL N � rn _ w Q H Z tY a N oN \ N � O Cn (n Q J Y } Q Q Q V V) m 0 w Z 2 in w 0 >- >_ m m 0 w `3: U Q w U O O O d d O O l0 d 2 g N0. DATE DESCRIPTION U) W Z (0 Q Q /U� U�/) _ oil Z U J nW M U) SHEET NUMBER LS1 ri M Ln �"'i N r ; ,; z.,y ` N } Q Q V S Q C7 H = Z O C n g N0. DATE DESCRIPTION U) W Z (0 Q Q /U� U�/) _ oil Z U J nW M U) SHEET NUMBER LS1 City of La Quinta wkra Design and Development Department 78-495 Calle Tampico ,(e. QLa Quinta, California 92253 Telephone: (760) 777-7125 Fax: (760) 777-1233 https://www.laciuintaca.gov/ CERTIFICATE OF COMPLETION A. CERTIFICATE OF COMPLETION Per City of La Quinta Municipal Code Section 8.13.030(e)(3), prior to final planning inspection the landscape architect shall provide the planning department a copy of the official certificate of completion The following elements are attached hereto: ❑ Irrigation scheduling parameters used to set the controller; ❑ Landscape and irrigation maintenance schedule; ❑ Soil analysis report, if not submitted with Landscape Documentation Package, and documentation verifying implementation of the soil report recommendations B. PROJECT INFORMATION Project Name & Number Site Address/ Location Date of installation(s) Landscaping Square Footage C. APPLICANT/OWNER INFORMATION Applicant Owner(s) (Name) (Company) (Telephone) (Mailing Address) (Email) (Name) (Telephone) (Mailing Address) (Email) D. APPLICANT CERTIFICATION I certify that (a) I am qualified by the State of California to provide landscape design services and the landscaping for this project was installed by me or under my supervision; (b) the landscaping for the identified project has been installed in substantial conformance with the approved Landscape Documentation Package and complies with the requirements of the Model Water Efficient Landscape Ordinance; (c) a diagram of the irrigation plan showing hydrozones is kept with the irrigation controllers; (d) the Certificate of Completion has been completed in compliance with the requirements of the Water Efficient Landscape Ordinance and shall be implemented. Applicant's Signature Print Name OWNER CERTIFICATION Date State License # I certify that I am the property owner or an authorized representative and have received copies of all the documents within theLandscape Documentation Package and the Certificate of Completion and that it is my responsibility to see that the project ismaintained in accordance with the Landscape and Irrigation Maintenance Schedule. Owner Signature Date Print Name