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Home My WebLink About4001 VIA PORTOFINO (T. 36404)al I II III hill: I . ICI:I uALlil.l li II I u u Pn•..li:l1 II I I IlllI I 11 II LAN III link SCAPE CONSTRUCTION PLANS VILL P RTOFINO LOT 'D' TRACT 36404 PALM DESERT, CA PREPARED FOR; COMSTOCK HOMES 321 12th Street Manhattan Beach, CA 90266 Phone (310) 546-5781 GE\EPAL \CM'S I. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CITY AND COUNTY CODES AND THESE PLANS. A. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY OWNER. B. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. C. ALL IRRIGATION WORK SHALL HAVE RECOMMENDED APPROVAL BY THE OWNER PRIOR TO BEGINNING ANY GROUND COVER PLANTING WORK. D. THE OWNER'S REPRESENTATIVE WILL REVIEW THE PLANTING WORK. PRIOR TO STARTING WORK THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE AND COORDINATE ALL REVIEWS. E. THE QUALITY OF WORKMANSHIP AND MATERIALS SHALL BE OF THE HIGHEST STANDARDS COOPERATION AND FLEXIBILITY IS EXPECTED OF THE CONTRACTOR TOWARD WORKING WITH THE OWNER / LANDSCAPE ARCHITECT IN PRODUCING THE BEST POSSIBLE PRODUCT. 2. BY EXECUTING THE CONTRACT, THE CONTRACTOR REPRESENTS THAT HE AND HIS SUBCONTRACTORS HAVE VISITED THE SITE, FAMILIARIZED THEMSELVES WITH ALL CONDITIONS UNDER WHICH THE WORK 15 TO BE PERFORMED, AND CORRELATED THEIR OBSERVATIONS WITH THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. S. UNLESS OTHERWISE PROVIDED IN THESE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES LICENSES, AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 4 THE CONTRACTOR SHALL F I LE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. IF THE CONTRACTOR OBSERVES THAT ANY OF THE CONTRACT DOCUMENTS ARE AT VARIANCE THEREWITH IN ANY RESPECT, HE SHALL PROMPTLY NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IN WRITING. 5. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS SOILS REPORT SHALL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS 6. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGE INCURRED DURING CONSTRUCTION. 'f. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE Cl ANY DISCREPANCIES. S. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN 715 OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION Cl THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS F. THE LOCATION OF FEATURES TO BE CONSTRUCTED, NOT SPECIFICALLY DIMENSIONED MAY BE DETERMINED BY SCALE. VERIFY ALL SUCH GOND1T10NS WITH OWNER'S REPRESENTATIVE 10. ALL CURVE -TO -LINEAR AND CURVE -TO -TANGENT LINES SHALL BE NEAT, TRIM SMOOTH, AND UNIFORM. II. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS. AT THE COMPLETION OF THE WORK HE SHALL REMOVE ALL HIS WASTE MATERIALS AND RUBBISH FROM THE SITE AS WELL AS ALL HIS TOOLS, EQUIPMENT MACHINERY, AND SURPLUS MATERIALS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. IS. THE CONTRACTOR SHALL PROMPTLY CORRECT ALL WORK REJECTED BY THE OWNERS AUTHORIZED REPRESENTATIVE AS DEFECTIVE OR AS FAILING TO CONFORM TO THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BEAR ALL COSTS OF CORRECTING SUCH REJECTED WORK. 14 PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY WITH THE OWNER'S AUTHORIZED REPRESENTATIVE THAT HE/SHE HAS OBTAINED THE LATEST SET OF CONSTRUCTION DOCUMENTS. DINAH SHORE GERALD FORD DRIVE PA / lM/l DESERT 14j z eC VICI\ITY YAP a 0 Q- PROJECT SITE COUNTRY CLUB DRIVE FRED WARING DRIVE VICINITY MAP NOT TO SCALE O O U A PORTION OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIF' 5 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN VICI\ITY MAP COUNTRY CLUB DRIVE PROJECT SITE I 111111 III Il, II I II. Ilip NT5. N.T 5 CC • \SULTA CIVIL ENGINEER c�5 SHEET L-1 L-2 L-3 L-4 L-5 L-6 Underground Service Alert „ cRE}t Call: TOLL FREE cr 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG \TS MSA CONSULTING, INC. ■ PIANNING OWL fNGIN PRIG LAND • VYING 34200 BOB HOPE DRIVE RANCHO MIRAGE CA 92270 TELEPHONE (760) 320-9811 Tex (760) 323-7893 SHE ET I\ JEX DESCRIPTION COVER SHEET IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS PLANTING PLAN PLANTING DETAILS APP OVALS CITY OF PALM DESERT DEPARTMENT OF COMMUNITY DEVELOPMENT APPROVED BY: ❑ C.0 RES NO (A STAFF LETTER ❑P.C.BBB NO 1,f BY l([ ARC ACTION FRM 2 r4� I, CONSrPUCTtON SHALL COMMENCE WITHIN ONE YEAR OF THE APPROVAL Dale Li I-. NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OP ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN THE CYWD AND/OR USSR. THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH CALIFORNIA GOVERNMENT CODE, SECTION 65551 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY AND COUNTY) APPROVAL OF THIS DRAWING BY CYWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USSR RIGHT OF WAY. TREES, PLANTS, WALLS AND PERMANENT STRUCTURE OF ANY KIND MAY NOT BE PLANTED OR INSTALLED IN CVWD AND USER EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. I►I T 111 DAYS L44394 CVWD PLAN NO. WATE MAFlAGEMN'" pl TMENT VE OP -E T `%I ' -5 DEPART" ENT 4 i • • • • • • HERMANN DESIGN GROUP 77-899 WOLF RD. SUITE 102 PALM DESERT, CA 92211 LIC# 2754 EXP. 04/30/18 PH. (760) 777 9131 FAX (760) 777-9132 z 0 vecr co < 1— U 0 Q fr fr W U) I Lii I•-- j 0< J REVISIONS �y1 DATE t Sign ture 4/SO/IS Renewal ❑ote Date OF C06- SHEET TITLE COV[R SHEET DESIGNED DRAWN CHECKED DATE SCALE JOB NO. SHEET JE JE sea BY L-1 OF 6 SHEETS 17-[02.. o o a EJ E a al I tl rl EC }INSTALL 11/4" MAINLINE 2' FROM BACK OF PROPOSED CURB QV/ 1//)/A7 /--\-/P-AN 1 LOT "D" a L24 POINT OF CONNECTION EXI-II5IT NORTH SCALE 1"=60'-0" • • ♦ ♦ ♦ ♦ INSTALL 11/4" MAINLINE 2' FROM BACK OF PROPOSED CURB ♦ ♦ ♦ • • • • • • • ♦ ♦ 5/4" ■ 3/4" 1I ■ RR GAT SYMBOL • 14 v Isl M NOT SHOUIN MFG. RAINBIRD R4INBIRD RAINSIRD WILKINS NIBCD GRISWOLD RAINBIRD SALCO AUTOMATIC CONTROLLER LOCATION- A INSTALL AUTOMATIC CONTROLLER- 8 STATION LOCATE: IN vANDAL RESISTANT ENCLOSURE BY STRONG BOX_ CONTROLLERSI4ALL BE WALL MOUNTED. CONTRACTOR TO MAKE FINAL NOOK UP. POINT OF CONNECTION- 34" WATER METER TO BE INSTALLED BY CVWD 1" BACKFLOW DEVICE TO BE INSTALLED BY CVWD CONTRACTOR TO VERIFY FINAL LOCATION IN FIELD. STATIC PRESSURE: VERIFY IN FIELD DESIGN PRESSURE: 55 PSI MAXIMUM DEMAND: 4 GPM ■ ■ ■ ■ ■ ■ ■ [ [ ■- MODEL NO. XERI-BUG -2 GPH XCZ-100-PRB-COM 44-RC QUICK COUPLING VALVE 915XL T-5S0 2000 SERIES F51008 - FLOW SENSOR AFV-05H RAINBIRD ESP-LXME - 8 I RAIN SENSOR WITH ET SMART MODULE 3/4" - WATER METER TO BE NSTALLED BY CVWD • 3/ ■ ■— ■ L24 3/4" ■ ■ I" LOT "Drr L26 2A 4 9/4' 3/4" ■ ■ ■ ■ ■ ZONE 3 ESTIMATED ANNUAL APPLIED WATER USE SHRUB LOW - DRIP / HUHSLER ETO X PP X LA X 0.62 / 146 / IE = EAAWU 64 0 X .20 X 11,682 X 0.62 / 146 / MO = 140 0'1 MAXIMUM ANNUAL APPLIED WATER USE ETO X .45 X LA X 0.62 / 146 = MAAWU 64 0 X .45 X 11,862 X 0.62 / 146 = 265.64 ESTIMATED ANNUAL APPLIED WATER USE TOTAL - 140.01 MAXIMUM ANNUAL APPLIED WATER USE TOTAL M. 265.64 ESTIMATED LANDSCAPE SQUARE FT. TOTAL - I1,SS2 PROJECT INFORMATION VILLA PORTOFINO PROJECT NAME LOT b' NAME OP PROJECT APPLICANT JOSE ESTRADA rITLE IRRIGATION DESIGNER GOMPAW NAME HERMANN DESIGN GROUP or PALM DESERT PHONE No. (160) i?i-9131 FAX NO. (160) 1"1'T-g152 EMAIL ADDRESS JOSE&HD6-ING.GOM STREET ADDREss ii&ggt WOLF ROAD STATE GA I ZIP CODE 612211 IRRIGATION POINT OF CONNECTION METER SIZE 3/4" CONTROLLER NO. A A TOTAL ■ ■ VALVE NO. PLANT TYPE 2 ■ ■ ■ ■ DESCRIPTION RAD. GPM. PSI DRIP EMITTER N/A 2 - GPH REMOTE CONTROL DRIP VALVE. SIZE NOTED. 30 I" REDUCED PRESSURE BACKFLOW TO BE INSTALLED BY CVWD LINE -SIZE BALL VALVE - FULL PORT I" MASTER VALVE NORMALLY CLOSED INSTALL COOPER PIPE BETWEEN BACKFLOW AND MASTER VALVE INSTALL PER MANUFACTURE'S SPECIFICATIONS AUTOMATIC FLUSH VALVE INSTALL AUTOMATIC CONTROLLER IN STRONG BOX ENCLOSURE - 55-245SW CONTRACTOR TO VERIFY POWER SOURCE AND LOCATION. OF DIRECT BURIAL CONTROL WIRE ° 12 GA.COMMON / ►14 GA. PILOT W/ PIPE SLEEVE PVC SC:H 40 FOR PIPES I-I/2" AND SMALLER PVC CLASS 315 FOR PIPES 2' AND LARGER PRESSURE MAINLINE -IS" DEEP. 3/4" PVC CLASS 200 NON -PRESSURE LATERAL LINE.12" DEEP. SIZE NOTED. PVC SCH 40 WIRE AND FIFE SLEEVES - SIZE 2 TIMES DIAMETER OF PIPE O 20' I4" DET. REF. E / L-3 G / L-3 B/L-3 / L-3 L / L-4 J / L-4 F / L-3 C/L-3 A / L-3 A/L-3 A/L-3 I/L-4 40' I UN Lri ■ IRRIGATION METHOD DRIP DRIP AREA SP 5,34c1 6,553 • 11,852 ■ If PERCENT OF LANDSCAPE AREA atlasztlOzo= 45 55 100% IEMM NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR EASEMENTS. CVWD WILL NOT 5E RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY - SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURES, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN THE CVWD AND/OR USER THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH CALIFORNIA GOVERNMENT CODE, SECTION 655SI ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY ;CITY AND COUNTY) APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USSR RIGHT OF WAY. TREES, PLANTS, WALLS AND PERMANENT STRUCTURE OF ANY KIND MAY NOT BE PLANTED OR INSTALLED IN CVWD AND USER EASEMENTS OR RIGHT OF WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. 1111111 DATE L44395 CVWD PLAN NO. ME H ERMANN DESIGN GROUP 77-899 WOLF RD. SUITE 102 PALM DESERT, CA 92211 LIC# 2754 EXP. 04/30/18 PH. (760) 777-9131 fAX (76O) 777-9132 z 0 CO CO CV C) CO U w M se ® U T a) a) CO 0 Ca a6 CO T CO CO0 CO M 0 u_ cc 0 a_ � Q w -i a 5 0(< 0 cc WCoJ { w _®0 0< -J 0_ REVISIONS biz LO CO LO 0 -C. 0- DATE BY �pNDSCgp� ��QH6R HERA�, ti>t\ ST 4/30/18 Dote OF Cp\-\FC) aQ' IPRIGAToN PLAN DESIGNED DRAWN CHECKED DATE SCALE JOB NO. SHEET JE JE CH 10/13/IT 1"=20'_0" L-2 OF 6 SHEETS NEM- 33 63 0. o cn oc I II • 3" CII" \\\ • \\/ IS" MN • 4"/MIN • NOTE: INSTALL CONTROLLER PER MFG. PRINTED INSTRUCT- IONS 4 PER LOCAL CODE. LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. RAIN SENSOR IRRIGATION CONTROLLER CONTROLLER STAINLESS STEAL ENCLOSURE REFER TO IRRIGATION LEGEND FOR MODEL * COMMON WIRE/CONTROL WIRES 4' MIN. (ALL SIDES) WITH 1/4" RADIUS TOP EDGE ANCHOR BOLTS CONCRETE BASE PER MFG. REQUIREMENTS FINISH GRADE UP DIRECT BURIAL WIRING TO VALVES 3" PVC SWEEP ELL 120 VOLT WIRE IN RIGID CONDUIT (PER LOCAL CODE) SUBTERRANEAN EMITTER BOX. 10" ROUND - TAN COLOR DG AREA GREEN IN TURF AREA HEAT BRAND "FY" ONTO L ID. ��TOP OF MULCH OR D.G. ..•... �-FINISH GRADE AUTOMATIC FLUSH VALVE PER LEGEND PVC PIPE PER PLAN -INCH MN. DEPTH OF 3/4-INCH WASHED GRAVEL 171RIP PLUSH VALVE 5 ••• • • F I] • M • L� 2" • .51 4 • PLASTIC VALVE BOX WITH HINGED, LOCKABLE LID GREEN COLOR LID IN TURF TAN COLOR LID DG BRAND - I.P. ON LID QUICK COUPLER W/LOCK TOP AND RUBBER COVER FLUSH IN TURF AREAS 2 ' IN GROUND COVER AREAS FINISH GRADE PEA GRAVEL MATCH IPS OF Q.C. 30" LONG X 3/4" GALV. ANGLE IRON STAKE W/ 2 S.S. BANDS PVC SCH 40 PVC SOH 40 STREET ELL 3/4" X5" SCI-I 80 NIPPLE PVC TEE OR ELL ON MAIN LINE WITH SCH 40 STREET ELL QUICK COUPLER 4-1 XERI -BUG • • • LEGEND 2. 3. 4. 5. RAIN BIRD XERI-BUG - THREAD EMISSION DEVICE (SEE IRRIGATION EQUIPMENT LEGEND FOR MODEL *). RAIN BIRD MODEL * PFR-12 POLY FLEX RISER (LENGTH AS REQUIRED). DECOMPOSED GRANITE/ MULCH REFER TO LEGEND FINISH GRADE. PVC FITTING (5 x S x 1/2" FIPT). RAIN BIRID MODEL * FRA-050 POLY FLEX RISER ADAPTER PVC PIPE (12" COVER). 5i-4 SUS Eli' I'ITE fiR 12" x IS" RECTANGULAR PLASTIC VALVE 150X. W/ LOCKING LID GREEN COLOR LID IN TURF TAN COLOR LID DG BRAND STATION I.p ON LID RAINBIRD MODEL PER IRRIGATION LEGEND CONTROL ZONE ASSEMBLY WIRE CONNECTOR. BRASS BALL vALvE SOH 80 NIPPL P•IAINL NE PILOT WIR COMMON WIRE. "Y" STRAINER FILTER 200 MESH RAINBIRD MODEL *RBY-100-200MX MULCH BED. FINISH GRADE. 171RIP S.C. VALVE PVC PIPE DEPTH PER SPECIFICATION)- RAINSIRD INLINE PRESSURE REGULATOR PER LEGEND VALVE ID TAGS SCH SO TOE NIPPLLE 2" x 4" x S" BRICK FOR SUPPORT. 4" LAYER PEA GRAVEL -FINISH GRADE I 2 " MI��j...:...:...:.................:..#/ IS" MIN CONTROL AND NEUTRAL WIRES SACKF I LL QO% COMPACTION (TYP) LATERAL LINE MAIN LINE (PRESSURIZED) NOTE: CONTROL AND NEUTRAL CONDUCTORS SHALL BE INSTALLED WITH A MINIMUM OF IS" EARTH COVER IRRIGATION PIPING TO BE SLEEVED UNDER ALL HARDSCAPE AREAS A TRENCH I NCB IIIIIIIIII' PLASTIC VALVE BOX WITH LOCKABLE GREEN COLOR LID IN TURF TAN COLOR LID DG BRAND - I.D. ON LID I/2" IN TURF, 2" IN GROUND COVER AREAS FINISH GRADE PROVIDE TURNING HANDLE ADAPT TO MAIN LINE MAIN LINE 4" PEA GRAVEL BALL VALVE SALL. VALVE (FUL-1.. FORT) NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN THE CVWD AND/OR USER �isrRICs III PATE THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH CALIFORNIA GOVERNMENT CODE, SECTION 6559I ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY AND COUNTY) APPROVAL OF TWIG DRAWING BY CVWD STAFF DOE5 NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR RIGHT OF WAY. TREES, PLANTS, WALLS AND PERMANENT STRUCTURE OF ANY KIND MAY NOT BE PLANTED OR INSTALLED IN CVWD AND USER EASEMENTS oR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. it 11 L44396 CVWD PLAN NO. WAMANAGEMENT PE ENT F I II E AfiTP'IEIYfi I I HHFRMANN DESIGN GROUP 77.899 WOLF RD. SUITE 102 PALM DESERT, CA 92211 LIC# 2754 EXP. 04/30/18 PH. (760) 777 9131 fAX (760) 777-9132 w W 0 co CO CV 0 W L) I 1-6 "")0� ctic Ncd C 0 Oc o 0 CC 0 0 o J a W> < F- U UHr Q cc Er W H W ® �5 J 0< J o- REVISIONS SHEET TITLE DATE BY ifiRIGATION DETAILS DESIGNED DRAWN CHECKED DATE SCALE JOB NO. SHEET JE JE CH I O/15/1'7 N.T.S. L-3 OF 6 SHEETS obl 0 a E oE' o o ° • rjj rvi o ar MI ora Ei o1- .,, di II II IIIII.41 I II ill II II 1111ill I II iRRi&4TiON NOTES GENERAL - ALL WORK SHALL SE DONE IN ACCORDANCE WITH APPLICABLE CITY CODES, AND THESE PLANS. A THE CONTRACTOR SHALL CAREFULLY REVIEW THE SITE AND VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING, WITH ANY WORK UNDER THIS CONTRACT. B. THE CONTRACTOR SHALL CARRY ALL WORKERS PUBLIC LIABILITY, AND PROPERTY DAMAGE INSURANCE AS REQUIRED SY OWNER. C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. 2. SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUC- TION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLING AND TESTING OF ALL MAIN LINE, POINT OF CONNEC- TION LATERAL LINE, RISERS AND FITTINGS AND THE FURNISHING AND INSTALLING OF SPRINKLER HEADS, AUTOMATIC CONTROLLERS, CONTROL WIRES (TO VALVES), ELECTRICAL CONTROL VALVES, BACKFLOW PROTECTION, EXCAVATION AND SACKFILL AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS AND NOTES THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIP- MENT, PROPERTY TRANSPORTATION AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWINGS AND/OR MOTES,INCLUDED AS A PART OF THE IRRIGATION WORK, BUT NOT LIMITED BY IT, ARE THE FOLLOWING ITEMS• A INSTALL COMPLETE OPERABLE INDEPENDENT, AUTOMATIC, IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGEND AND NOTES. 5. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIALS AND WORKMANSHIP INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 5. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RE- LATINS TO INTERPRETATION OF THE 171RAWIN65 AND THE ACCEPT- ABLE FULFILLMENT OF THE CONTRACT 4. PIPING SHOWN ON THE PLANS 15 ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUTE PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS. 5. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING, SY THE OWNER 6. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE UTILITIES PLANS MAY BE OBTAINED FROM OWNER. 1. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE or EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. S. IRRIGATION DESIGN IS EASED ON 55 PSI OPERATING WATER PRESSURE AT 4 GPM. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO CONSTRUC- TION. SHOULD A DISCREPANCY EXIST NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 41. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL CONNECTIONS INTO EXISTING WATER METER AND SERVICE LINE AS CALLED FOR ON THESE PLANS. 10. THE CONTRACTOR SHALL INSTALL ANTI -SIPHON VALVES AND ATMOSPHERIC VACUUM BREAKERS PER PLANS TO MEET ALL APPLICABLE CODES. II. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 1.20 VOLT SERVICE TO THE CONTROLLER, ELECTRICAL POWER SOURCE WILL BE PROVIDED SY THE OWNER WITH A JUNCTION SOX AT THE CONTROLLER LOCATION AS SHOWN ON THE PLAN. 12. ALL CONTROL WIRE SHALL SE SOLID COPPER, PLASTIC INSULATED, OF DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL SE AW6 #12 WHITE; ALL PILOT WIRE SHALL BE AWE? #14,RED OR SLACK. 15. ALL CONTROL WIRE AND IRRIGATION LINE RUNS UNDER PAVING SHALL BE ENCASED IN SCH.40 PVC PIPE SLEEVES. 14. FINAL LOCATION OF CONTROL VALVES SHALL SE REVIEWED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE 15. ALL THREADED CONNECTIONS SHALL SE COATED WITH TEFLON TAPE. ALL PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. 16. ALL PVC SOLVENT -WELD CONNECTIONS SHALL BE MADE WITH SOLVENT - WELD MATERIALS AS SPECIFIED ON PLANS. SOLVENT -WELD PRIMER SHALL SE APPLIED AT ALL CONNECTIONS. II. UPON COMPLETION OF THE PROJECT, CONTRACTOR TO TURN OVER TO OWNER: A A LAMINATED CONTROLLER CHART FOR EACH CONTROLLER 5 2 KEYS FOR EACH CONTROLLER WATER CONSERVATION CONCEPT STATEMENT Project Site: LOT D AT VILLA PORTOFINO Tract or Parcel Number: TRACT 56404 Project location: WEST OF PORTOLA AVE Landscape Architect/Irrigation Designer/ Contractor: HERMANN DESIGN GROUP Included in this project submital package ore: (Check to indicate completion) X 1, X 2, X 5, X 4. X 5. N/A 6. WA -i. Maximum Annual Applied Water allowance: Conventional Landscape: 283.64 100 cubic feet/year + Recreational Turfgrass Landscape: N/A 100 cubic feet/yard (if applicable) Maximum Annual Applied Water Allowance: 283.64 100 cubic feet/year Estimated Annual Applied Water Use by Hydrozone: Turfgrass Hydrozones N/A 100 cubic feet/year Recreational Turfgrass Hydrozones. WA 100 cubic feet/year Very Low Plan Hydrozones: N/A 100 cubic feet/year Low Plant Hydrozones: 140 0i 100 cubic feet/year Medium Plant Hydrozones WA 100 cubic feet/year High Plant Hydrozones: N/A IOO cubic feet/year Water I eatures:N/A 100 cubic feet/year Other: N/A •WA Estimated Annual Total Applied Water Use: 14001 100 cubic feet/year REFER TO CALCULATIONS ON IRRIGATION PLAN EATAWU < MAMA Landscape Design Plan Irrigation Design Plan Grading Design Plan Soil Chemical Analysis (optional) 100 cubic feet/year Description of Project: (Briefly describe the planning and design actions that achieve conservation and efficiency in water use.): are intended to THE IRRIGATION SYSTEM 15 DESIGNED FOR EFFICIENT PERFORMANCE WITH CONSERVATION IN MIND. POINT TO POINT DRIP / BUBBLER SYSTEMS PROVIDE DIRECT WATER TO THE SHRUBS AND TREES. Date: 10/15/I1 Prepared by: JOSE A. ESTRADA 1111111111II I, -III-1111 4" MIN. :III=111-- t I FLO FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. COLOR GREEN - TURF, COLOR TAN - DG AREA FLOW SENSOR, SEE LEGEND FOR SPECIFICATION SECTION vu-u - NTS. FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP PVC MAINLINE PIPE PER SPECISIFICATION BRICK SUPPORTS LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. PVC MAINLINE PIPE TO MASTER VAL"E PER SPECS. ANP PLAN. NOTE: INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN -STREAM SIDE OF THE FLOW SENSOR. FLOW SENSOR FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH SOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. COLOR GREEN - TURF, COLOR TAN - DG AREA MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP VALVE ID TAGS PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED PVC MAINLINE TO FLOW SENSOR, PIPE PER SPECS. BRICK SUPPORTS BRASS UNION BRASS NIPPLE TYP. LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. SECTION VIEW - N.T.S. NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP -STREAM SIDE OF THE MASTER VALVE ASSEMBLY. MASTER VALVE 12' MIN/j 18" MN MIN. le �•A . A • • A 4 4. 6' ` . FINISH GRADE . A ' • j�%\\\i • %/ • 90% COMPACTED NATIVE SOIL SLEEVE SPRINKLER LATERAL :AND MAINLINE SLEEVE MAIN SUPPLY LINE CONTROL AND NEUTRAL WIRES LATERALS LINES AND MAINLINE SLEEVING UNDER A.C. OR CONCRETE VEHICULAR PAVED SURFACES SHALL BE INSTALLED WITH MIN. 36" COVER I I SLEEVING IBM 1. SLIP BASE SOCKET OVER END OF WIRES 2. STRIP WIRES APPROX. 5/8" FROM ENDS - TWIST TOGETHER 3. APPLY SEALER TO OUTSIDE OF SEALING PLUG AND FILL CAVITY WITH SEALER 4. PUT CRIMP END OVER WIRE ENDS - CRIMP SLEEVE AND CUT OFF EXCESS WIRE 5. PULL BASE SOCKET OVER END OF WIRES AS FAR AS POSSIBLE 6. PUSH SEALING PLUG INTO BASE SOCKET 1. PUSH WIRES TO END OF BASE SOCKET TO INSURE COMPLETE SEALING OF CONNECTION S. COMPLETED WATERPROOF WIRE CONNECTION K WIRE CONNECTION NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN THE CVUJD AND/OR USER THESE PLANS HAVE BEEN REVIEWED BY THE °CACI-ELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH CALIFORNIA GOVERNMENT CODE, SECTION 665SI ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY AND COUNTY) APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USER RIGHT OF WAY. TREES, PLANTS, WALLS AND PERMANENT STRUCTURE OF ANY KIND MAY NOT BE PLANTED OR INSTALLED IN-CVWP AND USER EASEMENTS OR RIGHT OF WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. 11 (111-1 DATE L44397 CVWD PLAN NO. E �LjF lc 5 DEPARTMENT J H ERMANN DESIGN GROUP 77-899 WOLF RD. SUITE 102 PALM DESERT, CA 92211 LIC# 2754 EXP.04/30/18 PH. (760) 777 9131 FAX (760) 777-9132 IY z 0 Co 0 co 0 6.� 0 Er 0 I0 0 C) twici s� co co P� ims- V /°�� cc� g � L.L.. o e ) W greN REVISIONS DATE BY IRRIGATION DETAILS DESIGNED DRAWN cHEGKED DATE SCALE JOB NO. SHEET JE JE CH 10/15/I-i N.T.S. L-4 OF 6 SHEETS 01 ID 0 zEt Co 0- 0 C in °sr • oP • I E SD N L24 CD eeoereo LOT "D" BOTTOM OF BASIN TO REMAIN NATIVE FLA\T G SHRUBS e CACT I I BOtAN I CAL NAME SYMBOL NOT SI-IOWN COMMON NAME LEUCOPHYLLUM LANGMANIAE SENNA NEMOPI-1ILA COLOR TO ESE BRIMSTONE AFTER COMPACTING D.G AREA COMPLETELY, WETTED AND ROLLED CD \0i O O C WATER USE SIZE LYNNS LEGACY 87 DESERT CASSIA 85 TO A FINAL DEPTI-I OF 2" COVER AREA COMPLETELY UNDER ALL PLANTS IN PLANTING AREA ON SLOPE ONLY. 5 GAL. 02 LOU 5 GAL. 0.2 LOW O 20' 40' • 60' NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN THE CVWD AND/OR USER THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH CALIFORNIA GOVERNMENT CODE, SECTION 65SSI ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY AND COUNTY) APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USSR RIGHT OF WAY. TREES, PLANTS, WALLS AND PERMANENT STRUCTURE OF ANY KIND MAY NOT BE PLANTED OR INSTALLED IN CVWD AND USER EASEMENTS OR RIGHT OF WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. 1110 k DATE WAT M EMENT DEPA NT L44398 HERMANN DESIGN GROUP 77-899 WOLf RD. SUITE 102 PALM DESERT, CA 92211 LIC# 2754 EXP. 04/30f PH (760) 777-9131 fAX (760) 777-9132 It 3 O co W 0 se0 ®WI CD T o� Co CV CD i I 0 co etC Cr'co CD as CID .Cc C Wmc CD co Fa ®ccIu CO Or A _ ,==iEL REVISIONS DATE E' 0pNDSCA � �1 Li UCe H Signature 4/30/I S Date OF CA.\-° SHEET TITLE .P PlAN11NG PLAN DESIGNED DRAWN CHECKED DATE SCALE JOB NO. SHEET JE JE CH 10/IS/I'1' 1"=20'-0" L-5 CVWD PLAN NO: EVE L PMEN.-�'�ICES DEPA THE T ,r= OF 6 SHEETS • .1 III III I NO NOT_S I SCOPE OF WORK - FURNISH ALL MATERIAL, LABOR. TRANSPORTATION, EQUIPMENT AND PROPERTY TO COMPLETE THE LANDSCAPING OF THE PLANTING AREAS SHOWN ON THE DRAWINGS, OR REASONABLE IMPLIED TO COMPLETE THE CONSTRUCTION. INCLUDING AS A PART OF THE WORK, BUT NOT NECESSARILY LIMITED BY IT, ARE THE FOLLOWING ITEMS, FINE GRADING OF ALL PLANTING AREAS, PREPARATION OF ALL PLANTING AND TREE HOLES, FURNISHING AND INSTALLATION OF ALL REQUIRED PLANTING BAGKFILL MATERIALS, TREE STAKES AND MISCELLANEOUS MATERIALS, FURNISHING AND INSTALLATION OF ALL PLANT MATERIALS, PROVIDING MAINTENANCE THROUGHOUT THE SPECIFIED PERIOD, CLEAN-UP AND WEEDING OF ALL LANDSCAPE AREAS. 2. THE CONTRACTOR SHALL REMOVE ALL WEEDS ROCKS OVER 2" IN DIAMETER DEBRIS AND OTHER EXTRANEOUS MATERIALS FROM THE JOB SITE IN A LEGAL MANNER PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADE, INCLUDING ANY IMPORT SOIL ADJUSTMENTS TO EARTH BERMS. PROVIDE FINISH GRADE IN PLANTING AREAS 1% MINIMUM FLOW. FINISH GRADES SHALL BE 2" BELOW ADJACENT WALKS, CURBS, DRIVEWAYS ETC. IN GROUND COVER AREAS CONTRACTOR IS RESPONSIBLE FOR ANY EXISTING UNDERGROUND DRAIN LINES TO BE FULLY OPERABLE AT COMPLETION OF JOB. ALL EXISTING ABOVE GROUND DRAIN INLETS SHALL BE RESTORED TO A FULLY OPERABLE CONDITION AT THE CORRECT GRAPE TO ENSURE FLOW AS ORIGINALLY INTENDED. 4. ALL TREES AND SHRUBS SHALL BE PLANTED PER THESE NOTES AND AS DETAILED. ALL PLANT MATERIAL SHALL BE OF THE HIGHEST QUALITY AND LARGEST REASONABLE SIZE AVAILABLE FOR THE SPECIFIED CONTAINER SIZE (WITHOUT BEING ROOT BOUND) SHRUB MATERIALS SHALL BE VIGOROUSLY GROWING, HEALTHY PLANT MATERIALS, FULL AND BUSHY, OR HINES WHOLESALE NURSERY / MONROVIA NURSERY COMPANY QUALITY OR EQUAL THE OWNER'S SUPERINTENDENT WILL REVIEW ALL PLANT MATERIAL WHEN SPOTTED FOR PLANTING AND WILL NOT HESITATE TO REJECT ANY MATERIAL OF QUESTIONABLE QUALITY, OR OF LESS THAN THE LARGEST REASONABLE SIZE MATERIAL AVAILABLE. 5. NO PLANT SUBSTITUTIONS ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. 6. ALL GROUND COVER AS NOTED IN THE LEGEND SHALL BE PLANTED IN STAGGERED ROWS CONTINUOUSLY UNDER ALL TREES AND SHRUBS IN THE AREAS A5 DESIGNATED ON THE PLANS AND AT THE SPACING INDICATED IN THE LEGEND GROUND COVER SHALL BE INSTALLED NO CLOSER THAN 1/2 THE ON CENTER SPACING AS INDICATED ON THE PLANS. 'I. CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM TO ALL LANDSCAPE AREAS. DRIP IRRIGATION SHALL BE USED IN GRAVEL AND COBBLE AREAS. SPRAY IRRIGATION SHALL BE USED FOR LAWN AREAS. 5. WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE LANDSCAPE CONTRACTOR, PLEASE CONTACT THE OWNERS REPRESENTATIVE FOR STATUS OF AGRICULTURAL COMMISSIONER'S APPROVAL OR. DENIAL PLANT MATERIAL NOT CONFORMING WITH QUARANTINE LAW MAY BE DESTROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE ALL PLANT MATERIAL MUST BE FREE FROM RED SCALE (AONIDIELLA AURANTII). q. LANDSCAPE ARCHITECT CANNOT ASSUME RESPONSIBILITY FOR ANY PLANT MATERIAL UTILIZED ON SITE WHICH ARE NOT SHOWN ON THE PLANS AND/OR HAVE NOT BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE 10. CONTRACTOR IS RESPONSIBLE FOR FINAL QUANTITIES AS ILLUSTRATED ON THE PLANTING PLANS. QUANTITIES IN THE LEGEND MAY NOT BE ACCURATE II. CONTRACTOR TO PROVIDE BID FOR THE MAINTENANCE MAINTENANCE PERIOD SHALL LAST NINETY (q0) DAYS AFTER NOTIFICATION FROM THE LANDSCAPE ARCHITECT OF A SUCCESSFUL FINAL WALK THROUGH AND WILL BEGIN ONCE ALL ITEMS ON THE FINAL WALK THROUGH PUNCH LIST HAVE BEEN SATISFACTORILY ADDRESSED BY A WRITTEN STATEMENT INDICATING SUCH FROM THE LANDSCAPE ARCHITECT TO THE OWNER. 12, CONTRACTOR SHALL REPLACE PLANTS WHICH ARE FOUND IN AN UNHEALTHY OR IMPAIRED CONDITION, MISSION OR DEAD DURING THE MAINTENANCE PERIOD. TREES SHALL BE GUARANTEED FOR ONE YEAR AND SHRUBS SHALL BE GUARANTEED FOR qO DAYS FROM DATE OF FINAL ACCEPTANCE 15. THE CONTRACTOR SHALL SUBMIT SOIL SAMPLE (ONE PER ACRE) TO WAYPOINT ANALYTICAL i14-2S2-5111 CONTRACTOR SHALL SUBMIT TEST RESULTS TO OWNER FOR REVIEW. CONTRACTOR SHALL AMEND SOIL, PREPARE BAGKFILL AND FERTILIZE PER TEST RESULTS. OWNER SHALL PAY FOR WHOLESALE COST OF MATERIALS ONLY SHOULD TEST RESULTS REQUIRE ADDITIONAL MATERIALS BEYOND BID SPECIFICATION. SOIL DEEMED TO HAVE SIGNIFICANT CLAY CONTENT (GREATER THAN 15% BY WEIGHT) SHALL BE AMENDED ACCORDINGLY PRIOR TO PLANTING. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE CLAY CONTENT OF SOIL AND REPORT TO LANDSCAPE ARCHITECT. 14. FOR BIDDING PURPOSES, BAGKFILL MIX SPECIFICATIONS; BAGKFILL TREE AND SHRUB PITS (FOR NON -DESERT PLANTS) WITH A PREPARED MIX AS FOLLOWS: NOTE, (APPLIES TO NON-NATIVE PLANT MATERIAL ONLY. NATIVE PLANTS TO BE BAGKFILLED WITH NATIVE SOIL) CONTACT LANDSCAPE ARCHITECT FOR LIST OF NATIVE PLANTS. • 5 PARTS (SY VOLUME) NATIVE ON -SITE SOIL • 4 PARTS (BY VOLUME) NITROLIZED SHAVINGS OR GREEN WASTE OR EQUAL • IS LBS OF GRO-POWER OR EQUAL PER G.Y. OF MIX • 5 LBS GYPSUM PER G.Y. OF MIX • I LBS IRON SULFATE 15. CONTRACTOR SHALL INCLUDE AN ALLOWANCE OF $1,000 FOR ADDITIONAL PLANT MATERIAL REPLACEMENT NOT SHOWN ON DRAWINGS. PLANTS TO BE SELECTED AND LOCATED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 16. DECOMPOSED GRANITE WILL BE AN IMPORTED MATERIAL SCREENED TO INCLUDE STONE PARTICLE 54" PRIOR TO PLACING DECOMPOSED GRANITE, FINE GRADE AREA, REMOVING ROCKS GREATER THAN I' IN DIAMETER, MOISTURE CONDITION AND COMPACT SUB -GRADE MATERIAL. SPREAD THE DECOMPOSED GRANITE OVER THE PLANTING AREA, MOISTEN AND COMPACT WITH A SOD ROLLER OR VIBRATING PLATE TO THE SATISFACTION OF THE CITY. FINAL DEPTH OF DECOMPOSED GRANITE SHALL BE 2" AFTER ROLLING AND COMPACTION. PG SHALL BE RAKED AFTER COMPACTION TO SATISFACTION OF CITY. I' DIA. CLEARANCE 1 2x ROOTSALL DIA. A SHRUB OR VINE SET TOP OF ROOTBALL ABOVE FINISH GRADE GRAVEL 2" THICK 3" HIGH EARTH WATERING BERM FINISH GRADE BAGKFILL MIX, 2 SHOVEL FULLS OF PLANTING MIX PER 5 GAL (5 SHOVEL FULLS PER 15 GAL.) PLANTING MIXED INTO SOIL. BAGKFILL MIX IS NATIVE SOIL FOR AGAVE, CACTUS, AND NATIVE SPECIES. SEE NOTE 4414 ROOTBALL, SET CROWN FLUSH IN/FINISH GRADE NATIVE SOIL AN PREPARATION OF UNAMENDED, ON -SITE SOIL BEFORE AMENDING I. EXCAVATION EXCAVATE SOIL FROM DESIGNATED AREA(S) AND STOCKPILE UNTIL AMENDED. 2. UNACCEPTABLE MATERIALS: CLEAN SOIL OF CONCRETE SLURRY, CONCRETE LAYERS OR. CHUNKS, CEMENT PLASTER, BUILDING DEBRIS, OILS, GASOLINE, DIESEL FUEL, PAINT THINNER, TURPENTINE, TAR, ROOFING COMPOUND, ACID, AND OTHER EXTRANEOUS MATERIALS THAT ARE HARMFUL TO PLANT GROWNTH. 3. UNSUITABLE MATERIALS: CLEAN SOIL TO CONTAIN A MAXIMUM OF 10% BY DRY WEIGHT OF STONES, ROOTS, PLANTS, SOD, CLAY LUMPS, AND POCKETS OF COARSE SAND. 4. SCREENING: PASS UNAMENDED SOIL THROUGH A 2" SIEVE TO REMOVE LARGE MATERIALS. BLENDING PLANTING SOIL IN PLACE I. MIX AMENDMENTS WITH IN -PLACE, UNAMENDED SOIL TO PRODUCE REQUIRED PLANTING SOIL. PO NOT APPLY MATERIALS OR TILL IF EXISTING SOIL OR SUI5GRADE 15 FROZEN, MUDDY, OR EXCESSIVELY WET 2. PREPARATION: TILL UNAMENDED, EXISTING SOIL IN PLANTING AREAS TO A MINIMUM DEPTH OF 5 INCHES, REMOVE STONES LARGER THAN 2 INCHES IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. 5. MIXING: APPLY SOIL AMENDMENTS AND FERTILIZER, IF REQUIRED, EVENLY ON SURFACE, AND THOROUGHLY BLEND THEM INTO FULL DEPTH OF UNAMENDED, IN -PLACE SOIL TO PRODUCE PLANTING SOI L 4. COMPACTION: COMPACT BLENDED PLANTING SOIL TO 55% PERCENT OF MAXIMUM STANDARD PROCTOR DENSITY ACCORDING TO ASTM D 6418 EXCEPT WHERE A DIFFERENT CAMPACTION VALUE IS INDICATED ON DRAWINGS. 5. FINISH GRADING: GRADE PLANTING SOIL TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADE MAINTENANCE I. ADHERENCE TO SPECIFICATIONS A. CONTRACTOR SHALL ADHERE TO THE FOLLOWING MAINTENANCE SPECIFICATIONS DURING THE ESTABLISHED MAINTENANCE PERIOD. 2. SCOPE OF MAINTENANCE WORK A. PLANT MAINTENANCE WORK SHALL CONSIST OF APPLICATION FOR WATER, WEEDING, CARING FOR AND PERFORMING THE FOLLOWING FINAL PLANT ESTABLISHMENT WORK. B. THE ENTIRE PROJECT IS TO BE MAINTAINED FORA PERIOD OF APPROXIMATELY 010 CALENDAR DAYS, COMMENCING FROM THE TIME OWNER'S AUTHORIZED REPRESENTATIVE AND OWNER'S AUTHORIZED REPRESENTATIVE WALKS PRELIMINARY WALK C. DURING THE FINAL MAINTENANCE PERIOD, ALL PLANTS AND PLANTED AREAS SHALL SE KEPT WELL WATERED AND WEED FREE AT ALL TIMES. WEEDS, DALLAS 4 JOHNSON GRASS AND BERMUDA GRASS SHALL BE REMOVED. D. APPROXIMATELY 30 TO 45 DAYS AFTER INITIAL PLANTING, APPLY A SLOW RELEASE BALANCED FERTILIZER TO SHRUB AREA AT A RATE OF - LBS. OF NITROGEN PER 1,000 S.F. E. CONTRACTOR SHALL BE RESPONSIBLE FOR DISEASE AND PEST CONTROL DURING THE MAINTENANCE PERIOD AND A RECORD OF PESTICIDES USED SHALL BE FURNISHED TO OWNER'S AUTHORIZED REPRESENTATIVE F. CONTRACTOR SHALL RAISE OR LOWER SPRINKLER HEADS TO PROPER LEVEL AND SHALL ADJUST HEADS AS NEEDED FOR PULL COVERAGE G. IN CASE OF NEGLIGENT OR IMPROPER MAINTENANCE, THE LANDSCAPE ARCHITECT SHALL STATE IN WRITING TO THE CONTRACTOR HIS OBSERVATIONS AND RECOMMENDATIONS. ANY CLAIM NOT IN WRITING SHALL NOT BE CONSIDERED. H. ALL PLANTS THAT °SHOW SIGN OF FAILURE TO GROW AT ANY TIME DURING THE LIFE OF THE CONTRACT, INCLUDING THE MAINTENANCE PERIOD, OR THOSE PLANS SO INJURED OR DAMAGED AS TO RENDER THEM UNSUITABLE FOR THE PURPOSE INTENDED, SHALL BE REPLACED IN KIND WITHIN TEN (10) DAYS OF WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 5 NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN THE CVWD AND/OR USER THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH CALIFORNIA GOVERNMENT CODE, SECTION 65591 ET SEQ REQUIRING EFFICIENT LAND5CAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY AND COUNTY) APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USER RIGHT OF WAY. TREES, PLANTS, WALLS AND PERMANENT STRUCTURE OF ANY KIND MAY NOT BE PLANTED OR INSTALLED IN CVWD AND USER EASEMENTS OR RIGHT OF WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. II It It-, DATE I L44399 CVWD PLAN NO WATER mIAIVAGEMENT EPAR • • HERMANN DESIGN GROUP 77-899 WOLF RD. SUITE 102 PALM DESERT, CA 92211 LTC# 2754 EXP 04/30/18 PH. (760) 777 9131 fAX (760) 777-9132 CO w 0 N V i ®Cf) F- C CO (NI T O c� i 0 O CO CO CV O C3) U i C) N m C cc; 11115 C co Ncr M� o / < i UH Q cr Er w 0) I W • ®® 0< EL REV ISI ON5 • DATE BY SHEET TITLE PLANTING DfiAILS DESIGNED DRAWN CHECKED DATE SCALE JOE NO. SHEET JE JE CH 10/15/I'7 N.T.S. L-6 a tc c cE oe To E° a to CI a o .071 E„ o= ILIA I I•I Al I IC" DEPART T 1II II III II OF b SHEETS