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1.5-7347 WhiteLn & Muirlands
REVISIONS WHITE LANE & MUIRLANDS LANDSCAPE PLANS REV. SHE _ DESCRIPTION DATE 6Y TRACT NO, 7347 (H.O.A. MAINTAINED) --i A I BAKERSFIELD, CA SUWAFTYED FOR APPROVAL DATE APPROVEDBELCOURT 11v SEVEN OAKS (WEST MING) DATE R FOR &D ------ --- DATE CONSTRUCTION SET ISSUED — CONSULTANTS DATE GENERAL CITY OF BAKERSFIELD NOTES CONSTRUCTION NOTES AND LEGEND VICINITY MAP NOTES: NOTES: SCARCHITECT4AKEnSFMLD i OWNER 9 PRIOR TO THE START OF ANY PHASE OF CONS TRUC TION,S70CKDI LE HWY THE CITY/COUNTY CONSTRUCTION INSPECTION . 1 — 1. T"HE GONIRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND --- -- SUMMERS MURPHY & PARTNERS WPG BAKERSFIELD, LLC. DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN j 34197 COAST HIGHWAY, ,t'j-['E, 2(}{) 11801 BOLTHOUSE DRIVE, SUITE 220 ON THE DRAWINGS AND SPECIFIED HEREIN. N�yc: pti 2. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. DANA POINT, CA. 92629 BAKERSFIELD, CA. 93311 TWO WORKING DAYS PRIOR TO CONSTRUCTION. \ PHONE 1949.443.1446 CONTACT I .JACOB MOE 1-840-642-2444 s-, �t 3. CONSTRUCTION AND INSIALLA I ION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO v' v4'{ir -A,"1F - CONTACT I PAT MURPHY STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO CAL -OSHA SAFETY ORDERS GENERAL PROJECT NOTES: REGARDING PERFORMANCE OF WORK. PROJECT SITE j t A. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CITY OF BAKERSFIELD 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH TWE \ FANAVA �ANIT I, CIVILENGINEER _.. - _._.___..5. STANDARDS AND SPECIFICATIONS IN ACCORDANCE WITH CITY OF BAKERSFIELD LICENSING NAI URE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE m > - ') AGREEMENT NO. 1,W71 . CONTRACTOR WILL ALSO BE RESPONSIBLE FOR CONTACTING THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO y PUBLIC UTILITIES TO START THE ELECTRICAL AND WATER SERVICE IN TIME FOR DAMAGE ANDIOR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. n c m 'Iliz N, PORTER AND ASSOCIATES, INC. CONSTRUCTION. <T, �• a �<i 1200 21 ST STREET 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS B. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL APPROPRIATE PUBLIC UTILITY �� r c� N,T.G. BAKERSFIELD, CA. 93311 AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE STANDARDS, SPECIFICATIONS AND METHODS OF CONSTRUCTION. PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE PHONE 1661.327.0362 C. PRIOR TO START OF CONSTRUCTION, ALL UTILITY SERVICE METERS WATER AND POWER ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL CONTACT FRED PORTER I I ( ) THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR SHOULD BE INSTALLED AND FULLY OPERATIONAL. LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE SIGNATURE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. D. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY PARK, 326-3354, AND PUBLIC WORKS, 326-8049, FOR AN ON-SITE PRE -CONSTRUCTION MEETING. E. CONTRACTOR WILL COORDINATE CONSTRUCTION'NITH THE APPROPRIATE CITY CERTIFICATE �C[7'T-EC it'�A-F-G' INSPECTION OFFICIAL SO THAT INSPECTIONS CAN BE MADE AT CRI I ICAL CONS] RECTOR DESIGNER'S CER 4 I& I Vri F L PERIODS BUT IN NO CASE LESS THAN: LEGEND: I hereby certify, that plans and specifications comply with City of Bakersfield ordinances, standards and i. Al THE START OF CONSTRUCTION 2. PRIOR TO ANY BACK FILLING design criteria; and that they include all improvement requirements of the Advisory Agency or other review 3. AT THE END OF CONSTRUCTION BUT PRIOR TO START OF POST -INSTALLATION 1) FINISHDIAMETER LOOK ELEVATION board. I am responsible for all calculations and drawings on these plans and any errors, omissions or MAINTENANCE, & violations of those ordinances, standards and design criteria shall be corrected during construction. 4. AT THE END OF POST INSTALLATION MAINTENANCE PERIOD FOR WRITTEN CITY GF GARAGE FLOOR ELEVATOR PE PAD ELEVATION ACCEPTANCE. TW TOP OF WALL TF TOP OF FOOTING ELEVATION 1881 771912019 F. CONTRACTOR WILL PERFORM MAINTENANCE AS IDENTIFIED IN THE SPEGFICA TIONS. ALL , ------ - - ----- - - ------- BN BOTTOM OF WALL DESI NER'S SIGNATURE NO. DATE COST INCURRED UNTIL T"HIS TIME WILL BEAT I HE EXPENSE OF THE CONTRACTOR. TS TOP OF STEP SHEET INDEX G. CONTRACTOR IS RESPONSIBLE FOR SECURING FINAL WRITTEN ACCEPTANCE BY THE CITY BS BOTTOM OF STEP ¢�, ._.,� '\.ti4,, CB CATCH BASER ____�, OF BAKERSFIELD FOR THIS WORK. IN NO CASE WILL THE CONTRACTOR BE RELEASED FROM FG FINISH GRADE MAINTENANCE OF THE IRRIGATION SYSTEM OR MAINTENANCE AND REPLACEMENT OF FS FINISH SURFACE REVIEWED BY: CITY OF BAKERSFIELD - RECREATION AND PARKS DEPT. DATE DEAD, DYING,DAMAGED, OR OTHERWISE UNSUITABLE PLANT MATERIAL UNTIL THE 011 Y. IN HP HIGH POINT NO. SHT. DESCRIPTION WRITING, ACCEPTS THIS WORK. LP LOW POINT / 01 of 16 TL TITLE SHEET H. CONTRACTOR WILL FIELD VERIFY FINISHED GRADES AND VERIFY THAT THERE IS POSITIVE FL LOW LINEOC ON CENTER REVIEWED BY: CITY OF BAKERSFIELD - TRAFFIC ENGINEER DATE SURFACE DRAINAGE IN ALL PLANTERS, TURF AREAS AND AWAY FROM PLANTING HOLES. IF CB CATCH BASIN 02 Of 16 IR -1 IRRIGATION PLAN - WHITE LANE POSITIVE DRAINAGE DOES NOT EXIST NOTIFY LANDSCAPE ARCHITECT PRIOR TO TG TOP OF GRATE ELEVATION 03 of 16 IR -2 IRRIGATION PLAN -. MUIRLANDS PHASE 21.:. PROCEEDING FOR WRITTEN AUTHORIZATION AND INSTRUCTIONS PROCEED, INV INVERT ELEVATION �@ r BE BOND BEAM ELEVATION __�1.L. _ _ __ _ _._ ._.—___ _____...-.__. _.._.1._ 04 of 16 ID -1 IRRIGATION LEGEND I. CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS SHEET, INCLUDED WITH THIS APPROVED BY: CITY OF BAKERSFIELD - PUBLIC WORKS DIRECTOR DATE 05 0f 16 ID -2 IRRIGATION DETAILS DRAWING SET, AND G.O.B. STANDARD DETAILS TAKE PRECEDENCE OVER ALL OTHER 0_`U ALIGN - SPECIFICATION OR DETAILS. 06 of 16 ID -3 IRRIGATION DETAILS 1.0% GRADIENT IN PERCENTAGE e„-, _ ` ,p m,r� 07 of 16 ID -4 IRRIGATION GALCS - J. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER C.O.B. --- - ----- -- ---- -- ----- 08 of 16 ID -5 IRRIGATION SPECS 4:1 RATIO: 4' HORIZONTAL DISTANCE PER T OF VERTICAL HEIGHT APPROVED BY, CITY OF BAKERSFIELD - ASSISTANT PUBLIC WORKS DIRECTOR DATE K. CONTRACTOR SHALL INSTALL A 6" CONCRETE MOW CURB AS PER C.O.B. STANDARDS AT 09 of 16 PT -1 TREE PLANTING PLAN - WRITE LANE EACH PHASE LINE AND LIMIT OF CONSTRUCTION LINE. R RIDGE 10 0f 16 PT -2 TREE PLANTING PLAN - MUIRLANDS PHASE',2.I.,.. L. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO (2) COPIES OF Ga GRADE BREAK 31-_-"" PROPOSED CONTOUR SUBDIVISION IDENTIFICATION SIGN PLANS TO -THE BUILDING DIRECTOR FOR REVIEW AND LOCATION MAP 11 Of 16 PS -1 SHRUB PLANTING PLAN - WRITE LANE APPROVAL PURSUANT TO BUILDING SECTION 17.60.110 (N). ONE (1) COPY OF THE SIGNED DIRECTION OF FLOW ,r -at✓ EXISTING CONTOUR 12 of 16 PS -2 SHRUB PLANTING. PLAN - MUIRLANDS PHASE;'2. PLANS SHALL BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN ( PLANS SHALL INCLUDE A COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE DRAINAGE PIPE BERM - BUILT-UP LANDSCAPE GRADE 13 Of 16 PD -1 PLANTING DETAILS AND LOCATION OF SIGN(S). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR "'® -t 140E 16 PD -2 CONSTRUCTION DETAILS DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. ATRIUM DRAIN DERAIL REFERENCE M -- 15 Of 16 PN -1 PLANTING NOTES & SPECIFICATIONS 0 — SHEET LODATION 16 of 16 PN -2 PLANTING NOTES & SPECIFICATIONS lJ DECK DRAIN O TURF DRAIN SEC HON REFERENCE 8R4fPT-11ts-1 II ZY , 'I wHItELANe t PHASE 1 SHEET LOCATION _ ____. WINDERMERE STREET MARIAN WAY —,-„- �^v--^T -N1y' a t �l - --- LODEN DRIVE V 1 Uj CO T PHASE 2 T. .> -a 0 a + n 0 i MUIRLANDS PARKWAY IR-21PT-21PS-2 l-= WINDERMERE STREET NORTH a tin st4p ENVIRONMENTAL DESIGN. SUMMERSIMURPHY & PARTNERS, RTC. 34197 COAST HWY SUITE 200. DANA POINT CA 92629 (949)443-1446 31-20 Renewal 0dte T\ Or CAllE���: These draw accom 9arryir an,, the. excl Surnmers/ml Inc and the ration shall to original site were preper+ duction or p method, in prohibited e P(wrni93IOn Murphy R a R . a � 1 � r s rl r R i RR r rr .. 1 W Z J ?� O UJ aW C m G W W U) Q \ \ p A A V A A p \ \ A \ \ LIMIT OF WORK ------------ ----------- I-- ' A5 15.1 � - = 1' S -DRIP LU �—�, Aa , .7 W H I T E Z 1/\�_ITZOB f 1' -DRIP _J �: v Al - 8.5 o- = - -- A3 - 108 LIMIT OF WORK LANE POC MH15 (A) WATER METER LOCATED WITHIN EXISTING LANDSCAPE AREA CONTRACTOR TO RUN MAINLINE TO NEW AREA ON WHITE LANE. REPAIR OR REPLACE ANY DAMAGED OR DESTROYED IRRIGATION OR PLANTING DISTURBED DURING CONSTRUCTION. PROVIDE HAND WATERING WHEN IRRIGATION SYSTEM IS DOWN. - LIMIT OF WORK REFER TO PM 1200 WHITE LANE STREET LANDSCAPING PLANS BY SMP c'.. ® — — _ L _ U J — — i• s -DRIP -_ _ ..._- --- _-- QcWx. - . 2s -- F - L5" is Ls" — — — T W z5 WHITE LANE 2.5" W W Z LU U m cQ W C KEY MAP MARIAN WAY MUIRLANDS PARKWAY IRRIGATION NOTES WHITE LANE WINDERMERE STREET LODEN DRIVE WINDERMERE STREET NOTE A: POINT OF CONNECTION # Ml SHALL BE A 2" POTABLE WATER METER WITH 2.5" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NOTE B: CONTROLLER TO BE A RAINBIRD ESP XX LXMEF-CSA AVAILABLE THRU KERN TURF 661-664-5200. SEE LEGEND FOR ASSEMBLY MODEL NUMBER NOTE C: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE F: INSTALL MAINLINE WITHIN PARKWAY 12"-18" B.O.C.. P 01 1 NORTH SCALE: 1 "=20'-0" J NORTH 0 20 40 60 80 ENVIRONMENTAL DESIGN SUMMERS/MURPHY S PARTNERS. INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629- (949)449-14445 IRRIGATION CONSTRUCTION NOTES Mu yX METER INFORMATION � n Signature 7-31-20 Renewal a-te 7-19-19 `r'TgT Date `y\P FOF CAUF4� These drawings anal/or the accompanying specifications are Che exclusive property of Sunvrxrs/Murphy &Partners, Inc and their use aria: publi• cation shall be restricted to the original site for which they oWATER 1 THE LANDSCAPE CONTRACTOR SHALL PURCHASE AND INSTALL A2" method, in whole or,piarl, is prohibited except byvafitten. permission from $1.m{foors7 Murphy & Pertriers: lnc,;. WATER METER LOCATED PER THE CIVIL ENGINEER'S SEWER AND POC NOTE WATER PLAN AND AS SHOWN ON THE IRRIGATION PLAN. VERIFY THE STATIC PRESSURE PRIOR TO CONSTRUCTION. INSTALL GATE VALVES, BACKFLOW DEVICE, QUICK COUPLERS, MASTER VALVE, AND FLOW SENSOR WITHIN THE SHRUB PLANTING AREAS ONLY. W MAINLINE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC. MAINLINE " ARE INTENDED TO BE INSTALLED WITHIN THE SHRUB AREAS. Nv,�! ANY MAINLINE, LATERAL, OR CONTROL WIRES THAT RUN UNDER K HARDSCAPE AREAS SHALL BE INSTALLED IN SCHAO PVC SLEEVES W WHICH SHALL BE SIZED A MINIMUM OF TWICE THE DIAMETER OF THE ACTUAL PIPE DIAMETER. REFER TO IRRIGATION DETAILS FOR - INSTALLATION AND DEPTHS OF SLEEVING. CONTROLLER INFORMATION -- _-� MANUFACTURER: RAIN8IRD ESP LXME SERIES � t _________>� } _ 1 f f` # ASSEMBLED BY: KERN TURF SUPPLY INC. 661-664-5200 -` CONTROLLER IDENTIFICATION: MH -15 CONTROLLER PART NUMBER: RB3ESP36 LXMEF-CSA/ 1ONNft010EILER U) KCPFLOWCOMBO-200/ RES 1 Q4602B/ VITSB-22SS/ KCPLXME-RG( KCPGR-LXME LU JLIJ FLOW SENSOR CABLE: PAIGE P7162D LU INSTALL FLOW SENSOR CABLE IN A 1.5" U.L. PVC $CH. 40 GRAY CONDUIT. W (n Q L[1 'LL The 120 volt power supply connection to the irrigation controller assembly shall .. W W W be the responsibility of the irrigation contractor. refer to electrical plans for ---- --- -SUI=650' - W J ---._--_-- additional information. final location as shown on the drawings or as directed by —� Z 00 E the owner's authorized representative prior to installation. all sprinkler heads qZ a ]C W- Z shall be field adjusted to prevent over spray onto the irrigation assembly - cam- m Q.: > e - is enclosure. _ D - 1 The system is designed for the operation of one valve at a time per controller. ® the system has been designed for one valve opening and one valve closing. m the controller shall be located as shown on the drawings or as directed by the Q _ Q I owners authorized representative. W W Z SCALE: 1 "=20'-0" J NORTH 0 20 40 60 80 ENVIRONMENTAL DESIGN SUMMERS/MURPHY S PARTNERS. INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629- (949)449-14445 PND SCAp Fq,c Mu yX � n Signature 7-31-20 Renewal a-te 7-19-19 `r'TgT Date `y\P FOF CAUF4� These drawings anal/or the accompanying specifications are Che exclusive property of Sunvrxrs/Murphy &Partners, Inc and their use aria: publi• cation shall be restricted to the original site for which they were prepared. Realse, repro• duction or publication by`any method, in whole or,piarl, is prohibited except byvafitten. permission from $1.m{foors7 Murphy & Pertriers: lnc,;. 0 W K W O N U) JLIJ 0 0) W (n Q L[1 LL- 7U© of O W W 0 _ 00 00 E d ILL! qZ a ]C Z o cam- m Q.: D 0 W W Z o Z U_ U U C) w LU 0 LU a m ���.-5 DRAWING TITLE, IRRIGATION LAYOUT PLAN DESIGNED 'SMF DRAWN MM: CHECKED SMP' DATE 07119019 JOB NO. 742WS CAD FILE STIR-fil SHEET NUMBER R= 1 2 OF 16 SHI ET$ LIMIT OF WORK REFER TO PM 1200 COMMUNITY PARK LANDSCAPING PLANS BY SMP LIMIT OF WORK POC MH16 (B) WATER METER LOCATED WITHIN EXISTING LANDSCAPE AREA CONTRACTOR TO RUN MAINLINE TO NEW AREA ON WHITE LANE. REPAIR OR REPLACE ANY DAMAGED OR DESTROYED IRRIGATION OR PLANTING DISTURBED DURING CONSTRUCTION. PROVIDE HAND WATERING WHEN IRRIGATION SYSTEM IS DOWN. _ Q Q ��r'' 1 y 9 7 `t I `U KEY MAP MARIAN WAY MUIRLANDS PARKWAY ,TION NOTES WHITE LANE WINDERMERE STREET LODEN DRIVE WINDERMERE STREET NOTE A: POINT OF CONNECTION # MH -11 SHALL BE A 2" POTABLE WATER METER WITH 2.5" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NOTE B: CONTROLLER TO BE A RAINBIRD ESP XX LXMEF-CSA AVAILABLE THRU KERN TURF 661-664-5200. SEE LEGEND FOR ASSEMBLY MODEL NUMBER NOTE C: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED. EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 16" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE D: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE F. INSTALL MAINLINE WITHIN PARKWAY 12"-18" B.O.C.. IRRIGATION CONSTRUCTION NOTES METER INFORMATION OWATER 1 THE LANDSCAPE CONTRACTOR SHALL PURCHASE AND INSTALL A 2" WATER METER LOCATED PER THE CIVIL ENGINEER'S SEWER AND POO OE WATER PLAN AND AS SHOWN ON THE IRRIGATION PLAN. VERIFY THE STATIC PRESSURE PRIOR TO CONSTRUCTION. INSTALL GATE VALVES, BACKFLOW DEVICE, QUICK COUPLERS, MASTER VALVE, AND FLOW SENSOR WITHIN THE SHRUB PLANTING AREAS ONLY. MAINLINE SHOWN IN HARDSCAPE AREAS IS DIAGRAMMATIC. MAINLINE ARE INTENDED TO BE INSTALLED WITHIN THE SHRUB AREAS. ANY MAINLINE, LATERAL, OR CONTROL WIRES THAT RUN UNDER HARDSCAPE AREAS SHALL BE INSTALLED IN SCH.40 PVC SLEEVES WHICH SHALL BE SIZED A MINIMUM OF TWICE THE DIAMETER OF THE ACTUAL PIPE DIAMETER. REFER TO IRRIGATION DETAILS FOR a INSTALLATION AND DEPTHS OF SLEEVING. CONTROLLER INFORMATION ©MANUFACTURER: RAINBIRD ESP LXME SERIES ASSEMBLED BY: KERN TURF SUPPLY INC. 661-6645200 CONTROLLER IDENTIFICATION' MH -16 'ONT OU CONTROLLER PART NUMBER: RB3ESP36 LXMEF-CSA/ W KCPFLOWCOMBO-200/ RB91Q4602/ VITSB-2255/ KCPLXME-RG/ KCPGR-LX FLOW SENSOR CABLE: PAIGE P7162D INSTALL FLOW SENSOR CABLE IN A 1.5" U.L. PVC SCH. 40 GRAY CONDUIT. The 120 volt power supply connection to the irrigation controller assemblyshall be the responsibility of the irrigation contractor. refer to electrical plans for additional information. final location as shown on the drawings or as directed by the owner's authorized representative prior to installation. all sprinkler heads LLJJ shall be field adjusted to prevent over spray onto the irrigation assembly enclosure. W The system is designed for the operation of one valve at a time per controller. the system has been designed for one valve opening and one valve closing. the controller shall be located as shown on the drawings or as directed by the W U) owners authorized representative. SCALE: 1 "=20'-011 NORTH 0 20 40 60 80 NORTH *MP ENVIRONMENTAL DESIGN SUMMERSIMURPHY.& PARTNERS,: INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629. (949)443-1446 These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and 'publi• cation shall be restricted to the original site for which they were prepared. 'Re-use..repro- duction or publication by airy prohibited except perrnission from Murphy & Parb DRAWING TITLE: IRRIGATION LAYOUT PLAN, DESIGNED SMP DRAWN MM CHECKED SMp DATE Q7/1912049 JOB NO. 742625 CAD FILE STR_iR.dlwg SHEET NUMBER R=2 3 OF 16 SHEETS CD III!!!! C14 CN UJ a DRAWING TITLE: IRRIGATION LAYOUT PLAN, DESIGNED SMP DRAWN MM CHECKED SMp DATE Q7/1912049 JOB NO. 742625 CAD FILE STR_iR.dlwg SHEET NUMBER R=2 3 OF 16 SHEETS CD C14 CN UJ W J LLJJ 0 W J LU W U) c 1 LL CJ CO O Q_ IX W I LU J O m M X < w O w VZ I,- Q a e- CO 0. Z Q z = l� C) g LUZ II 0 Z(A<V (YUJ W J U LIJ F. j o W �Y=, a m 1-m DRAWING TITLE: IRRIGATION LAYOUT PLAN, DESIGNED SMP DRAWN MM CHECKED SMp DATE Q7/1912049 JOB NO. 742625 CAD FILE STR_iR.dlwg SHEET NUMBER R=2 3 OF 16 SHEETS METER AND BACKFLOW PREVENTION DEVICES WILL BE INSTALLED BY IRWD. SEE PLANS FOR SIZE, LOCATION AND WATER DEMAND. PRESSURE TESTING OF MAINLINE IS MANDATORY. SEE IRRIGATION SPECIFICATIONS IN THIS PACKAGE. PRESSURE REDUCING DEVICES, FILTERS, AND END FLUSH VALVES ARE REQUIRED. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM GIVING FULL COVERAGE AND READY FOR USE BY THE OWNER. THE DRAWINGS ARE BASED ON LANDSCAPE AND GRADING DRAWINGS IF EFFECT AT THE TIME THESE DRAWINGS WERE MADE, ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC. ON THESE DRAV4INGS OR ON THE SITE CHANGES, DO NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PROVIDE A COMPLETE SYSTEM AS SHOWN. SHOULD THE CONTRACTOR REQUIRE TO MODIFY IN FIELD FROM PLAN DUE TO SITE CONDITIONS OR FOR OTHER FORESEEN DISCREPANCIES, HE MUST FIRST RESUBMIT TO CITY FOR CITY APPROVAL PRIOR TO COMMENCING CHANGE OF WORK. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION. LOCATE ALL VALVES IN PLANTING AREAS. IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC, THEREFORE,CONTRACTOR MUST MAKE ADJUSTMENTS IN THE FILED TO INSURE ADEQUATE COVERAGE. IRRIGATION SYSTEM SHALL CONFORM TO STATE AND LOCAL CODES. THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO COST TO THE OWNER. 120 VOLT ELECTRICAL POWER OUTLET FOR CONTROLLERS SHALL BE PROVIDED AS NOTED. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HOOK-UP FROM OUTLET TO CONTROLLER. ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL BE COPPER OF #14 600v DIRECT BURIAL. USE BLACK FOR PILOT, WHITE FOR COMMON, RED FOR EXTRA WIRE. INSTALL IN COMMON TRENCH WITH MAIN LINE PIPING WHERE POSSIBLE. LABEL EACH CONTROL WIRE AT THE CONTROLLER WITH THE STATION NUMBER. PROVIDE MINIMUM 18" COVER OVER ALL PRESSURE MAIN LINE PIPING, AND 12" OVER ALL NON -PRESSURE LATERAL LINE PIPING, OUTSIDE OF ROOTBALL. IRRIGATION CONTRACTOR SHALL INSTALL EMITTERS ON THE UP HILL SIDE ON BERMS AT EACH PLANT AND OUTSIDE OF ROOTBALL. DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE; OTHERWISE THE IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. CONTRACTOR SHALL PLACE FINAL LOCATION OF AUTOMATIC CONTROLLER AS SHOWN ON PLANS. IRRIGATION SYSTEM MUST BE PROGRAMMED TO OPERATE BETWEEN THE HOURS OF 10:00 P.M. AND 5:00 AM. ONLY ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL. OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. THE CONTRACTOR SHALL SUBMIT COPIES OF ALL UN -EDITED MATERIAL INVOICES TO THE CITY OF BAKERSFIELD FOR THE RAINBIRD MAXICOM DOLLAR PROGRAM CONTRACTOR TO PROVIDE AND INSTALL A SCH. 80 UNION, AND BALL VALVE AT EVERY VALVE LOCATION. TO BE SAME SIZE AS VALVE. VERIFY WITH CITY OF BAKERSFIELD PARK REPRESENTATIVE FOR EXACT CONFIGURATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT ANY CONCRETE FOOTINGS FROM THE ADJACENT BLOCK WALL DOESN'T INTERFERE WITH INSTALLATION AND LOCATION OF IRRIGATION AND LANDSCAPE NO SYMBOL NO SYMBOL AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED 3M NO SYMBOL NO SYMBOL BERMAD NO SYMBOL AS APPROVED NO SYMBOL K.B.I. NO SYMBOL K.B,I. PVC PIPE 314" - 3" CL 200 AS LATERAL LINES 12" BELOW GRADE PVC PIPE 2"- 3" CL. 315 AS MAINLINES 18" - 24" BELOW GRADE, REFER TO DETAIL FOR DEPTH. ALL MAINLINE SHALL HAVE CONCRETE THRUST BLOCKS INSTALLED AT TEES AND CHANGE OF DIRECTIONS - PER DETAIL PVC PIPE SCH, 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. SLEEVE ALL DRIVEWAYS AND SIDEWALK CROSSINGS, EXTEND 2' PAST CURB EDGE. ENGRAVE "IR" AT THE CURB FACE. TO INDICATE SLEEVE CROSSINGS AT AL SLEEVED LOCATION. MIN. 30" COVER AT ROAD CROSSING. IRRIGATION CONTROL WIRE, USE AWG - 14 GAUGE MINIMUM - UL APPROVED - U.F. 600 VOLT DIRECT BURIAL COPPER WIRE 14 GAUGE MINIMUM - UL APPROVED - U.F. 600 VOLT DIRECT BURIAL COPPER FOR COMMON WIRE. CONTROL WIRES SHALL BE A DIFFERENT COLOR WIRE FOR EACH AUTOMATIC CONTROLLER. COMMON WIRES SHALL BE WHITE WITH A DIFFERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER. COLOR OF STRIPE SHALL MATCH COLOR OF CONTROL WIRES PROVIDE SPARE WIRES PER DESIGN GUIDELINES. COMMON WIRE- WHITE CONTROL WIRE- BLACK SPARE WIRE- RED MASTER VALVE WIRE- BLUE FLOW SENSOR- PAIGE IRRIGATION SPEC #P7162D-A-REV8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWGI1 PAIR MASTER VALVE & FLOW SENSOR SHALL BE INSTALLED IN 1" DIA SCH40 CONDUIT FROM THE VALVE BOXES TO IRRIGATION CONTROLLER - "DBY" OR "DBR" DIRECT BURY SPLICE KITS, FOR USE ON ALL WIRE CONNECTIONS. MODES. # 01 -ARA PRESSURE AIR RELEASE VALVE, LOCATE AT HIGHEST POINT FOR EACH LEG OF MAINLINE - INSTALL PER IRRIGATION CONSTRUCTION DETAILS SHOWN ON IRRIGATION DRAWINGS. ANTI -DRAIN VALVE SHALL BE FIELD ADJUSTABLE AGAINST DRAWOUT FROM 4 TO 32 FEET OF HEAD. ANTI -DRAIN VALVE SHALL BE HUNTER HCV SERIES OR APPROVED EQUAL. KSC- (LINE SIZE) -S SWING CHECK VALVE, LINE SIZE, i DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS KC- (LINE SIZE) -S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS VALVE BOX `KITH DROP IN STYLE LOCKING LIDS. EACH BOX TO BE HEAT BRANDED WITH PROPER ID STANDARD RECTANULAR SERIES 1015 1G2G VALVE BOX FOR SPARE WIRE. // CONTROLLER I VALVE NUMBER X ----------- GPM IF VALVE SIZE SMMP ENVIRONMENTAL DESIGN SUMMER&!MURPHY & PA R&, MIC. 34197 COAST HVP SUITE 200 DANA POINT CA 92629 (949)443-1446 These drawings accompanying sg arethe exdusrve Summem/mulphy Inc and their uSa cation shall be rest original site for were prepared. R duction or publico method, in whol prohibited excep Permission from Murphy & Pan r :the IRRIGATION MATERIAL LEGEND PRECIP. SYMBOL MANUFACT. MODEL NO.1 DESCRIPTION GPM PSI RADIUS RATE QTY 0 25,(S) 30 2'- 5' 1.58 131 v RAINBIRD RWS-B-C-1401 SYMBOL INDICATES (2) POP-UP BUBBLERS PER TREE + 1 RAINBIRD SAM PRS 1804 `WI HUNTER PCN -25 BUBBLER Fn ! RAINBIRD XFSCV-06-12-XXX DRIPLINE TUBING 0.6 GPH EMITTERS AT 12" ON CENTER SPACING ALL TUBING SHALL BE INSTALLED ON 2" BELOW GRADE W19"WIRE LU STAKES FIVE (4) FEET ON CENTER; VERIFY THE LAYOUT AND 16-18" ON CENTER SPACING IN THE FIELD PRIOR TO STARTING WORK. INSTALL DRIP Of IRRIGATION SYSTEM PER MFG_ SPEC, 1. USE RAIN BIRD "XF" FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIPLINE TUBING. WITH 17MM INSERT FITTINGS, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. 24 �F RAINBIRD MDCFCAP MANUAL FLUSH VALVE. INSTALL FLUSH CAP INSIDE 6" ROUND VALVE BOX, ONE AT THE FAR END OF RAIN BIRD XFD LATERAL. INSTALL MINIMUM OF ONE FLUSH VALVE PER MAXIMUM OF 800' OF TUBING. MULTIPLE FLUSH VALVES MAY BE REQUIRED WITHIN DRIPLINE LAYOUT. ALWAYS INSTALL VALVES IN OPPOSITE DIRECTIONS OF THE PVC/DRIP CONNECTION MANIFOLD. t i■ r! ■ 15 RAINBIRD ARV050 AIR/VACUUM RELIEF VALVE INSTALLED WITH COMBINATION TEE AND A 3/e"X n'REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DISTRIBUTION TUBING. USING AIR RELIEF LATERAL, CONNECT AIR ■ RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA (INSTALL (1) MINIMUM OF PER SYSTEM). MULTIPLE ARM'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, FLUSH VALVES AND AIR RELIEF VALVES SHOWN DIAGRAMMATICALLY, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. 1 P.O.C. BY OTHERS) WITH 2" POTABLE WATER METER (TO BE PROVIDED 2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD. 1 FESCO 212" 825Y REDUCED PRESSURE TYPE BACKFLOW DEVICE WITH A WATTS 2112" BASKET STRAINER WITH 1509 FLANGED STAINLESS STEEL BODY AND 30 MESH STAINLESS STEEL. INSTALL ENTIRE ASSEMBLY WITHIN A V.I.T. STRONGBOX BACKFLOW ENCLOSURE. SIZE AS REQUIRED. PROVIDE POLAR BARRIER PBBA5-SEE DETAIL 1 EZ-FLO EZ010-FX - EZ-FLO FERTILIZING SYSTEM. 9.4 GALLON CAPACITY 1 GRISWOLD 2230 SERIES 2 112" MASTER VALVE. INCLUDE BLUE PAIGE. ELEC CORP. #P7162D MVI FS WIRE. INSTALL IN 1.5" GRAY CONDU.T TO CONTROLLER. 1 CREATIVE MODEL FSI SERIES 2" PLASTIC TEE MOUNTED FLOW SENSOR. PAIGE ELECTRIC CORP. #P7162D ICER CLASS B, 16 AWG, 7 STRAND FLOW SENSOR SENSOR CABLE INSTALLED IN CONDUIT. NO FIELD SPLICES ALLOWED BETWEEN FLOW SENSOR AND CONTROLLER. INSTALL WITHIN FLOW TECHNOLOGY SENSOR CONDUIT - 1-112" PVC SCHEDULE 40 PIPE INSTALL IN PLANTING AREAS ADJACENT TO IRRIGATION MAINLINE PIPING. FLOW SENSOR WIRE CONNECTORS - 3M "DB r' 9 LASCO SL.O-CLOSE FULL BLOCK TRUE UNION BALL VALVES, LINE SIZE. 27 RAINBIRD RB-44LRC QUICK COUPLER VALVE Wi(YELLOW)LOCKING CAP. INSTALL TRIPLE SWING JOINT -SEE 22 DETAIL. INCLUDE TSJ-18 TRIPPLE SWING JOINT. INS CALL WITHIN A 9" ROUND VALVE BOX. RAIN BIRD PEB-PRS-D SERIES BRASS BODIED ELECTRIC CONTROL VALVE. SIZES INDICATED, INSTALL VIDY AND SON 80 BALL VALVE ON MAINLINE SIDE AND ONE SCH 80 UNION ON LATERAL SIDE ( ALL VALVES) 11 RAINBIRD 1" -XCZ-PRB-100-COM FOR FLOW 3-20 GPM 11.5" -XCZ-PRB-150-COM FOR FLOWS 15-40GPM, DRIP CONTROL ZONE KIT COMPLETE WITH A 1" PESB VALVE AND V PRESSURE REGULATING (40 PSI), QUICK -CHECK BASKET FILTER. INSTALL CONTROL ZONE KIT IN A SINGLE STANDARD RECTANGULAR VALVE BOX. 1 A RAINBIRD SEE SHEETIR-1 FOR CONTROLLER NOTES IN THIS PACKAGE. NOT SHOWN V.I.T. STRONG BOX STAINLESS STEEL ENCLOSURE AS REQUIRED BY PROJECT. SEE CONTROLLER NOTES IN THIS PACKAGE. 1 Is HUNTER (KCPLXMF_-RG) RAIN SENSOR MINI CLIK SG -MC STAINLESS .STEEL SENSOR GUARD. MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER 1 El NiA 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD NO SYMBOL NO SYMBOL AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED 3M NO SYMBOL NO SYMBOL BERMAD NO SYMBOL AS APPROVED NO SYMBOL K.B.I. NO SYMBOL K.B,I. PVC PIPE 314" - 3" CL 200 AS LATERAL LINES 12" BELOW GRADE PVC PIPE 2"- 3" CL. 315 AS MAINLINES 18" - 24" BELOW GRADE, REFER TO DETAIL FOR DEPTH. ALL MAINLINE SHALL HAVE CONCRETE THRUST BLOCKS INSTALLED AT TEES AND CHANGE OF DIRECTIONS - PER DETAIL PVC PIPE SCH, 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. SLEEVE ALL DRIVEWAYS AND SIDEWALK CROSSINGS, EXTEND 2' PAST CURB EDGE. ENGRAVE "IR" AT THE CURB FACE. TO INDICATE SLEEVE CROSSINGS AT AL SLEEVED LOCATION. MIN. 30" COVER AT ROAD CROSSING. IRRIGATION CONTROL WIRE, USE AWG - 14 GAUGE MINIMUM - UL APPROVED - U.F. 600 VOLT DIRECT BURIAL COPPER WIRE 14 GAUGE MINIMUM - UL APPROVED - U.F. 600 VOLT DIRECT BURIAL COPPER FOR COMMON WIRE. CONTROL WIRES SHALL BE A DIFFERENT COLOR WIRE FOR EACH AUTOMATIC CONTROLLER. COMMON WIRES SHALL BE WHITE WITH A DIFFERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER. COLOR OF STRIPE SHALL MATCH COLOR OF CONTROL WIRES PROVIDE SPARE WIRES PER DESIGN GUIDELINES. COMMON WIRE- WHITE CONTROL WIRE- BLACK SPARE WIRE- RED MASTER VALVE WIRE- BLUE FLOW SENSOR- PAIGE IRRIGATION SPEC #P7162D-A-REV8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWGI1 PAIR MASTER VALVE & FLOW SENSOR SHALL BE INSTALLED IN 1" DIA SCH40 CONDUIT FROM THE VALVE BOXES TO IRRIGATION CONTROLLER - "DBY" OR "DBR" DIRECT BURY SPLICE KITS, FOR USE ON ALL WIRE CONNECTIONS. MODES. # 01 -ARA PRESSURE AIR RELEASE VALVE, LOCATE AT HIGHEST POINT FOR EACH LEG OF MAINLINE - INSTALL PER IRRIGATION CONSTRUCTION DETAILS SHOWN ON IRRIGATION DRAWINGS. ANTI -DRAIN VALVE SHALL BE FIELD ADJUSTABLE AGAINST DRAWOUT FROM 4 TO 32 FEET OF HEAD. ANTI -DRAIN VALVE SHALL BE HUNTER HCV SERIES OR APPROVED EQUAL. KSC- (LINE SIZE) -S SWING CHECK VALVE, LINE SIZE, i DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS KC- (LINE SIZE) -S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS VALVE BOX `KITH DROP IN STYLE LOCKING LIDS. EACH BOX TO BE HEAT BRANDED WITH PROPER ID STANDARD RECTANULAR SERIES 1015 1G2G VALVE BOX FOR SPARE WIRE. // CONTROLLER I VALVE NUMBER X ----------- GPM IF VALVE SIZE SMMP ENVIRONMENTAL DESIGN SUMMER&!MURPHY & PA R&, MIC. 34197 COAST HVP SUITE 200 DANA POINT CA 92629 (949)443-1446 These drawings accompanying sg arethe exdusrve Summem/mulphy Inc and their uSa cation shall be rest original site for were prepared. R duction or publico method, in whol prohibited excep Permission from Murphy & Pan r :the Z 0 Fn ! LU Of 1. ii Q ! t i■ r! ■ i ■ y a ! A RIM ENVIRONMENTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HNP( SUITE 200 DANA POINT CA 92629- (949) 443-1446 , These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy &. Partners, Inc and their use and pub i- cation shall be restricted to the original site for which they Were prepared. Re -use, repro- duction or publication byany method, in whole or part, is prohibited except by written pennission from Summers/ Murphy i$. Partners,. Inc; C) RECTANGULAR VALVE BOX, TYPICAL --'----"--'--, STAINLESS STEEL BOLT. WASHER AND -"--\ LU NUTTCI SECURE BOX LID, TYPICAL I FINISHED GRADE IN TURF AREAS FINISHED GRADE HEAT BRAND LETTERS RND NUMBERS- ,. ELASTIC RECTANGULAR VALVE BOX WITH &D.T DOWN --CONCRETE PAD, 6" THICK LOW VOLTAGE WIRES, ES, 3 MAXIMUM INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS ---- ` \ ---QUICK COUPLING VALVE BOX, TYP. \ �\ GCVER, USE STAINLESS DOLT, NUT, ANDVIASHER. =Ox 10 BE PL4CEU Ai RIGHT ANGLE 10 HARDSCAPE ---'SMOOTH TOTEELBOWPRCIVDE / WIRES PASS THROUGH GRGOVEs IN -- - TO SECURE HEAT STANLESS STEEL BACKFLCVV DEVICE f TUBE CIU TO ALLOW LIG TO CLOSE NUT BOX U, TYPICAL \ �.. NUT TO SECURE BOX UD, TYPICAL `\ AQUG ZEAL GONDt➢TENDS Wfili AW.45PA1. ZEAL CONDUIT E40S WITH ENCLOSURE SEE SPECIFICATIONS CLOSE TUBE LID AFTER WIRE e FEBCOOW IS INSERTED INTO TUBE POP-UP SPRINKLER HEAD, SPRAY OR ROTOR •• WATERPROOF ELECTRICAL CONNECTORS FOR EVICE,;COPRESSURE BACKFLOW DEVICE, DOVER ASSEMBLY LL n SEE LEGEND FOR SPECIFICATION a..L `rIIRe svures, BEE BErN€. slDHax WITH A WITH A PBRi6 "POLAR BEARER" ' BRASS BALL VALVE, TYPICAL • lo- LU .k '', 0 u- �'— FINISHED CFFlDE . -...-.-1 BRASS THREADED ELL, 4 REQUIRED i _ BRASS THREADED NIPPLES, MINIMUM ✓ULY TUBE PRE -FILLER WITH WATERPROOF GEL IF- r 112 INSTALL SPRINKLER HEAD 1i2" . .T __� — } 11 IIIA N SHRUB AREAS gg .-III j 4" I FNGTI I, A TOTAL. OF 6 NIPPLES i I X11 II REQUIRED FOR ASSEMBLY BRONZE WYE STRAINER AND PRESSURE CCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS IN CRTOO _ ��_ I — i ABOVE FINISHED GRADE IN SHRUB I� I -� -111-11 t-1 AND GROUND COVERS AREAS N 12„ 12• 1r• N 1 11I I I` 111 -moi L I k REGULATOR (IF INDICATED ON THE 121, OR DRAWINGS) INSTALL WYESTRAINER SCUTGH UNDISTURBED SOIL sCK A.JQPUEAN SEE4AD _OI FVcAP�OIRDLOCK P ' C ONTHEUPSTREAvI LEGANDPRVON ,.., YI ';-.•" THE DOWNSTREAM LEG. w I�Y'I OKI ELECTRICAL SPRING . CONNECTOR, WIRES511ALLBc - - I__ �lllw`III� RAINBIRD SA SERIES TYP. • °- � :. LOWVOLTAG'ECONRROL .;`„ IIIYYI� PRE -STRIPPED OF VICOF THE IT (I�i—, e to ♦ UfIRE COIL, 2e'MINIMUM tI ------ BRASS UNION, 2 REQUIRED Lt" 4 INSULATION PRIOR TO PRE -ASSEMBLED TRIPLE SWING, ' � '° G PP - BCH. 80 PVC I.O.E. NIPPLE, 6" LENGTH INTO TRE cDNNecTION. TWIST S PVC TYPE, AND D-RINGEDJOINTS, MIPT INLET AND MIPT OUTLET d III I ill Ira CONNECTOR ONTO WIRES TO sear PIRMLv. LAY LENGTH TO BE 6" MINIMUM g� �,°5 ° �,J) a,REcrc SUFPORTS BRiCKSREDPER Ili, I�'IE BCH. 4q PVC MAINLINE OD BATHROOMS SIZE AS PER SPRINKLER OUTLET - ^ - - ^ - Ihtr .Vwpp {5 BOX AND DRINKING FOUNTAINS SCOTCHLOK CONNECTOR AND WINDS SCH. 80 PVC SLIP COUPLING INSERTED INTO TUBE UNTIL R PC CONNECT OR PASSES LOCK TABS SCH 40 PLIC SXSXT TEE FITTING LATERAL_ x SPRINIC FIR INI FT S17E `----- ---- PAVING EDGE, TYPICAL. SCH 40 ELECTRICAL PLASTIC RECTANGULAR VALVE BOX i Fr • 0014DUIT. ABHORRED_ WITHOUT LID, SET TOP FLUSH PURPLE LATERAL "ALERT LINE" PIPE, SEE SIUFICATIONS WITH CONCRETE SURFACE SEE SPECIFICATIONS SECTION VIEW -NTS. BRICK SUPPORTS FOR TYPE. AND DEPTH REQUIRED NOTE: APE FABRIC WRAP 4 REO. PER BOX • LIP HND AVER BOX Hales 0P AND y CENTER VALVE BOX OVER REMOTE CONTROL_ VALVE TO FACILITATE VALVE MAINTENANCE. - '- LANDSCAPE FABRIC, WRAP NOTOR IRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. I NSTALL VALVE BOXES I N SHRUB AND GROUND -COVER AREAS WHERE POSSIBLE <`J4'ROCK.3CUBIC FT AN OVER BOX ANO OVER -UPUP TO VOLFS I"OF TOP KI('SHALL INCLUDE ASCOTCHLOKY SPRING CONNECTOR, APOLYPROPYL£NE TUBE.ANDA NOTE_: INSTALL VALVE BOXES'ARAL PARALLEL TO EACH OTHER AND PERPENDICULAR TO PAVING EDGES. = NOTE: aECT'.ON VIEW -N T.£.. - WATERPROOF SEALING, GEL TUBE SHALL BE SUPPLIED PREFILLED WRO I GEL. INSTALL SPRINKLER HEADS 6' FROM PAVING EDGE IN GROUND COVER AREAS. AVOI O HEAVILY COMPACTING SOI L AROUND VALVE BOXES TO PREVENT, COLLAPSE '---'--- BRASS MAINLINE PIPE FROM DIRECT BURY SPLICES SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR 2 PRE COPPF_R AND DEFOIUAP.TI ON Qr VALVE BOXES. ALL CON II WIRE SPLICES SHALL HE NOATILD INSIDE PIRL BOXED SECTION VIEW-NT.S. SHUT OWATER FFAL AND BALL TYPE NOTE SHUT OFF VALVE WIRES. LARGER WIRES ORGRFAtER(iDANTITIES OF WIRES REQUIRE LARGERAPPROVED IVIRE CONNEGFION. RO NNS CONNECTION. INSTAL -I. SPRINKLER HEADS 4"FRAM PAVING EDGE IN TURF AREAS, DRIP HOY AND WYE STRAINER BOXES IN THE SAME ORIENTATION AS THE BALL-VALVE BOX. ALL SPLICES SHALLBE MADE US'.NG`WATERPROOF ELECTR!CALGONNECTC%i5. IF WYE STRAINER OR PRESSURE REGULATOR IS SPFCIFIFD, INSTAI.I.. ON EITHER THE INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER WITH HEAT BRAND LETTERS ^, 'Ora lAU I ORLZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. INSTALL AN "POLAR BEARIER" INSULATING COVER OVER THE ENTIRE BACKFLOVV ASSEMBLY, A BACKFLOW PREVENTER (POTABLE) B WIRE CONNECTION C 6" POP-UP SPRINKLER D VALVE BOX PLACEMENT CONTROL WIRE PULL BOX RNISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN FINISHED GRADE IN TURF AREAS f I COVER, USE STAINLESS BOLT, NUT, AND `HASHER. BOX TO BF PLACED AT RIGHT ANGLE TO HARDSCAPE PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN EDGE. HEAT BFAND"MGV'ONTO LID_ FINISHED GRADE IN TURF AREAS COVER, USE STAINLESS BOLT, NUT, AND WASHER. PLAS PIC RECTANGULAR VALVE IBOX'VATH BOLT DOWN SCH. BE PVC THO. NIPPLE LENGTH AS RED. 3" MIN. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAINLESS BOL f, NUT, AND WASHER. COVER, USE STAINLESS BOLT, NUT, AND WASHER. EDGE. HEAT BRAND "BV" ONTO LID. BOX TO BE PLACED P:T RIGHT ANGLE TD HARDSCAPE SCH, 80 PVC BALL VALVE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BRASS BALL VALVE, SEE LEGEND FOR SPECIFICATION EDGE. HEATBOARDEDIN/ VALVE IIXt MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. EDGE. HEAT BRAND "ARV' ON 10 LID. f—r I —3- III III III 1 ;.' AIR RELEASE VALVE. WI BRASS NIPPLE AND =III_ I1_ SCH. 80 PVC UNION 12 BRASS RETURN BEND ON DISCHARGE PORT - C04CRETE TNRUSi -- - - '.: -.---FINISHED GRADE -. HI "CK IYPISAt. 11 -=—FINISHED GRADE �'"'.,..."'") "°"` 9NISHED GRADE m snRU6 ARBAS ff3" IN BWRUB AREAS 4" WIRE CONNECTIONS sky ` -""-'- FINISHED GRADE IN SHRUB AREAS SIN. ^*' .:: ^---- VAl VF IG TAv III=3"MEN.'}'� I- IN SHRUB AREAS 84 PVC T.O.E. NIPPLE LENGTH AS 24" WRe L00PSCH. 80 PVC UNION I-I.�1SCH. --L' . REO, TYPICAL TRANSITION UP AND DOWN 7ZF — TRANSITION TO CORRECTUNDSTURSEDSCIT -- PIPE GEPSP USINGTWO 45 e SCH. tl0 PVC E115BALL. TO MAINLINE DEPTH FORDEGREE VALVE USING TWO LATF..RAL SCH. 80PECT O.E. NIPPLE 6` - 314" BRONZE BALL VALVE SCH. 80 PVC 45 DEGREE LINE' PIPE PVC THE. ELL SCH 80 PVC �' PVC MAINLINE TO RCVS, - --- 3I4" BRASS NIPPLE. 2 45 UcE'Ja'C� [3L 90 DECREE ELL ELLS, BOTH SIDES OF VALVC o SEE SPECIFICATIONS REO., LENGTH AS REO. THRUSTMOC%S TOL[ CO.'R'TETHRUST z' BALL VALVE �O�^Q40 ° {i PVCAINLINE IPE, SEE SPEL O,L�M O :2".ECONTROL SON 60 P'VC, NIPPLE TYP. L2 'fl' 0°"4RIC .PERS LBOX UBIG FT. RTS"'°e._._....._.,.,_....._.3i4"ROCK:3CUBIC LANDSCA FT. O ` J^^-^� BRICK SUPPORTS 5 CUBIC F` OF CONCRETE HIOCK'YEICAL �L�'G 9 / BRIGIC SIIPPQRTS `,riA/ BRICK SUPvpgT£ LRICK ANDSCAPE THRUST BLOCKS T02[ p p MAINLINE FI?E .HOD V°t-T/ •a . , o c 4 REO PER BOX SCH. 80 PVC NIPPLE FEMALE BEAR. - UP AND OVER BOX HOLES - AQUASEA. fVAPDft LOCK 9 ' `O LANDSCAPE FABRIC USED USED FORailp'AN03' OPEN END OF CONDUIT �- `LAS I'zC'PPI: •- I •I _ �' �1( _ LANDSCAPE FABRIC. WRAP SON. 80 PVC — IRRIGATION MAIM INE SON .40 CONTROCTRRAL PVC MAINLINE -III UP AND OVER BOX HOLES - PVC ELECTRICAL CONDUIT C WRAP PLAsiIC FI'nlrvcs , - uwclsTUReHo SILL 3!4" ROCK, 3 CUBIC Ff. PURPL E AL R INE" PIPE ro tac CONTINUOUS 0ONSTROLLER Ii usr:G BtneK PIPE iAr£ _ p ,yam SECTION VIEW -NT.S_ 314'CRUCLED GRAVEL ^ BRASS MAINLINE FIFE AND w' '` MAINLINE F III ING SCH. 86 UNIONTV90.^,UBIG FEET SECTION t..EY=NV.f.S. FITTINGS FROKIBACKFLQNI PER SPECIFICATIONS APPROVEDTIEROD ALL CONCRETE TO BE TT - I. AN1SCA-E FABRIC NOTE: MIN. S; B'DIAMETER POa1 LAND CE€aeNT OsTC CON BRSSS ELLS, BRASS NIPPLES, UNION, ADAPTER AND ANO ATI. NIPPLES SIIW I_ PVC MAINLINE PIPE OR BE BiZED TO MATCH THE MASTERCONTROL VALVE OR AS INDICATED ON THF.DRAWINGS. SIZED CONTROL CONCRETE THRUST' BLOCK SECTION VIEW -N.T.S. MIN.i CUBIC FOOT NOTE' VALVE. BOX INSTALL VALVE BOXES IT' APART AS INDICATED ON DETAIL SIGNS. INSTALL AIR RELEASE VALVE AT THE HIGH FORMi OF THE IRRIGAI"ION MAINLINE:. EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS BALL VALVE ON THE VALVE ASSEMBLY_ PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. MAINLINE SLOPE SHOWN EXAGGERATED FOR CLARITY, PVC FITTING DEFLECTION USE A' ON -HARDEN. NO TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. SHALL NOT EXCEED MANUFACTURER'S SPECIFICATIONS. F THRUST BLOCKS G BALL VALVE 2" AND SMALLER =REMOTE REMOTE CONTROL VALVE 1 MASTER CONTROL VALVE J MAINLINE ARV V -IT. STRONGBOX 22SS CONTROLLER CONTROLLER, ENCLOSURE FINISHED GRADE IN TURF AREAS AND AT I OF IT IF REQUIRED PLASTIC ROUND VA€ VE BOX V41TH BOLT 00114N --- ---- - ---- FINISHED GRADE IN COMPONENTS SHALL BE -•-W-. COVER, USE STAINLESS BOLT NUT AND WASHER. FINISHED GRADE IN TURF AREAS IN I URF AREAS PART OF A PRE -ASSEMBLED STAINIEBB CONTROLLER ASSEMBLY ° LANDSCAPE AREA HEAT BRAND "QCV"ONTO LID. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN ----- iC°ROUNDPLASTIC VALVE PUD,SO FLIP-oP DD, sHaaN COVER. USE STAINLESS BOLT, NUT, AND WASHER. BOX W!SOLT DOWN COVER, IN OPEN POSITION CONTROLLER ENCLOSURE ° CONCRETE ACCESS PAD QUICK COUPLER KEY WITH 3l4^ BRASS HOSE BOX TO BE PLA( ED AT RIGHT ANGLE TU HARDSCAPE CL I USE STAINLESS STEEL DIMENSIONS WHEN SHEET 38"H x22"W -SS SEE SHFFT IR -3 - " "' 4'-D' WIDE x 3'-D" DEEP, PAD SWIVEL, INSTALL GCV SO THAT KEY WILLCLEAR EDGE. HEAT BRAND "FS" ONTO LID. BOLT. NOF. AND YYASI4ER. , ..:, e ,..°:. THICKNESS SHALL BE 4" THE TOP OF BOX DARING OPERATION f HEATBRAND"GWONTO CONTROLLER TERMINAL BLOCK FOR ' 9!2" 2" BOX UD. STAINLESS STEEL COMMUNICATION CABLE 4`-0" TOP ENTRY STYLE Yl' ID TAG 22 -WIDE TOP -ENTRY TERMINAL. STRIP FOR CONTROLLER ENCLOSURE -m--- FINISHED GRADE FINISHED GRADE IN CONTROLLER ENCLOSURE REMOTE CONTROL VALVE IN SHRUB AREAS - IN SHRUB AREAS NEMA 3R RAINPROOF RATED WIRE CONNECTION "• 3" MAX. . -°— UNDISTURBED OR ' I fi" MAX. FLANGED ENU GATE VALUE PLOW SENSOR OUTPUT STAINLESS STEEL U.L. LISTED, STRONGBOX QDICKPAD - NATIVE SOIL r Mt!2" SQUARE PY,N'JANU': TRANSMITTER WITH PULSE PREDRILLED, REMOVABLE BACKBOARD. REMOVABLE FRonlr ENCLOSURE MOUNTING PAD WITH PREFORMED FLOW SENSOR, SEE LEGEND FOR SPECIFICATION SEE 5PECIFtCAT!ONS DECODER SENSOR - PANEL NOT SHOWN ° SEE 1 t DECODERS AS REQUIRED AS ^ a ALUMINUM PAD, PLAS"RC SPECIFICATIONS SEE SPECIFICATIONS GCR TYPE FORMED 4" CONCRETE PAD BASE AND ALL STAINLESS 5 STEEL HARDNARE STAINLESS STEEL CLAMP 3" p--+— FINISHED GRADE IN I rNGTH A REQUIRED „ FNGTH AS REOU;RED °p AS REQ_eO". POWER AND RECEPITACLE FI!.L BASE OF QUICKPAD WIT 'H I>I14N VIEW N.T.S. - 2 REQUIRED, SEE SPECS a 11.11 f t:; - SHRUB AREAS 3 UNDBTURBEDOR p� NATIVE SOIL PEA GRAVEL TO TOP OF BASE UNIT FINISWEDG o 44 x 36" REBAR STAKES, _ - { I'- 4" MIN - 1=1I ""'I-1 a 1 m BRICKSUPPORTS ...'......... STRONGBOX QUICKPAD ----- -- I OR EN THY STYLE C L REQUIRED -! X 11 - Y I'll'iYlii - 24 WIRE LOOP b (i .. O°0. ,O 3 ftC0. PER BOX jc ENCLOSURE MOUNTING - PAD WITH PREFORMED CON i ROLLER ENCLOSURE A BRICK BJPPOR TS Qq qx BRE®- PER BOX ZZZI I U=11 — I! I'.p t I __ PVC MAINLINE PIPE --- PER SPECISIFICATIQN p �3 � o c ® s,'r,^RO(:KzCUBIC R. €_!, II-, - ALUMINIUM PAD, PLASTIC 10 PIPE DIA .-- 5 PIPE DIA _ {•�� STRONGBOX QUICKPAD FIGS-=.. ®� 1 r BASE AND ALL STAINLESS ENCLOSURE MOUNTING AND PVC MAINLINE TEE, 0 'U 1 STEEL HARDWARE E PAD WITH PREFORMED SCH BD SLIP TEE 41HT11 VV A SI 80 PVC T.0 E. NIPPLE,. Z' MIN O° PVC MAINLINE PIPE, SEE IE COMPACTED SITE SOIL ALUMINIUM BRASS N LEAD D EL LTR " BRA55 THREADED ELL r C!° ° (11 PEGDCATIONSFOR .� a �• TYPE AND DEPTH REQUIRED v !e �'!pt;^ I L STAINLESS BASE AND ALL STAINLESS ° c t� T;.;;.; IFR , PVC DO] I ISINEEP FOR CON TROT WIRES TO VALVES o STEEL HARDWARE QCV SWING JOINT, Vl'r TWO ,B 4a BRICK SUPPORTS ,..++,f INSTAL.!..ELANGE ADAPTERS `.? : BRASS STREET ELI ONE NDSERING .. A,x !- ,*' . '`- : DN VALVE PRIORED S1 i 1 PVCMUNI CONDUIT FOR CONCRETE PAD ONE 12" ON, - - - - - LANDSCAPE FABRIC '�� ':C ::: .::y.yl. }" FIFE INTO BELI.EG ENDS E •`fit' MW C COMMUNICATION CABLE LONG BRASS TO LONG BRASS TND. NIPPLE, 314'° ROCK, 2 CUBIC FT. •. " TO OTHER CONTROLLERS .. —FINISHED GRADE AND ONE BRASS TND, NIPPLE, — T' PVC CONDUITISW'EEP 4 ^•. _ °— SECTION VIEW - N.S:S. IENGH I?S REO. ALL SWING PVC MAINLINE PIPE TO MASTER FOR GROUND ROD CABLE 7 1 —i I -t "" t T — PAVED AREA (PREFERRED) l BE I"SI COMPONENTS SHAT I_ BE i"SIZE. VALVE PER SPECS. AND PIAN. RESTRAINED S' PVC CONDUIT FOR USE -I III- L III - t IIIOR LANDSCAPING AS REQ. LANDSCAPE FABRIC .$=CTC N='1EW=N=T�=-- RANGEADA SR -FB SADAPTER MODEL. SECTION VIEW - N T S. SR FB SERIES :JITJi BELL SPARE NATE; FN? BICE PER VALVE 1 1 " 114" PVC CONDUITIS'PdEEP 20" 38" COMPACTED SOB.. 3W' ROCK. 1 CUBIC Fr. INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO AND Au'NLINF SIZE FOR FLOW 9ENSOR%MCV WIRES 4'.8^ NOTE: IRRIGATION CONTROLLER. NOTE: 114' P`✓C CONOUI 'S'W'EEP USE ANON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWNSTREAM SIDE CONTRACTOR TO PROVIDE FOOT LONG TEE VVITIF AW'e§'A SQUARE NUT FOR ELECTRICAL SERVICE SECTION VIEYd- N.T,S, QUICK COUPLER KEY MUST VALVE BOX. OF THE FLOW SENSOR. PWRENCH EESPECIFICATIONS ION O I Ns. ADAPTER FOR THE OPERATION OF GATE VALVES. IEEE NOTE AROUND WRAP LANDSCAPE FABRIC AROUND SIDES AND BOTTOM OF BOX TO COVER ALL OPENINGS. INSTALL VAi.`JF. BOX EXTENSIONS AS REQ. TO ACHIEVE PROPER 1%ACNE AND PIPE DEPTH, PROPER VALVE DIA. x B' COPPER WHERE POSSIBLE ORIEN'i FRONT OF ACCESS PAD ADJACENT TO SIDEWALK OR PAVING. (OPTIONAL LOCATION ON BACKFLOW RISOR. SEE BACKFLOW DETAIL) WRAP LANDSCAPE FABRIC AROUND SIDES AND BOTTOM OF BOX TO COVERALL OPENINGS. GROUND ROD GROUND 4YIRE AND CLAMP. INSTALL MPI K CONTROLLER ENCLOSURE L L CONTROLLER PAD M QUICK COUPLER VALVE N FLOW SENSOR O GATE VALVE RIM ENVIRONMENTAL DESIGN SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HNP( SUITE 200 DANA POINT CA 92629- (949) 443-1446 , These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy &. Partners, Inc and their use and pub i- cation shall be restricted to the original site for which they Were prepared. Re -use, repro- duction or publication byany method, in whole or part, is prohibited except by written pennission from Summers/ Murphy i$. Partners,. Inc; C) LU Uj MLIJ e •• LL n • lo- LU <; '', 0 u- n i• � 1 i US • • e i i • 1 + " i .r • b A • # y t'J FINISH GRAPE/TOP OF MULCH ----.-r PAVING OR b G. PATH 2 77QQ 7 c� .. r' ...... l J ` VALVE BOX WITH COVER: ' •. .. `'......! ���.... . . r RAINBIRD LINEAR : : : ._ SAND BACKFILL COMPACTED FINISHED TRADE ! ( �3 80.INCH LINEAR LENGTH OF WIRE, _ TOTHEDENSITY OF COILED FINISHED GRADE IN TURF AREAS •:.::. v:: r'. t.. :::::: :. - EXISTING SOIx. .r`r"�.a. }�(%r„` a'.i UNDISTURBED SOIL -Yxz<7,\. _ \... WATERPROOF CONNECTION: LINE FLUSHING VALVE I f - T AOR^:qA*- rt g:'a`ti•`Ok s` ���� RAIN BIRD DB SERIES AIR I VACUUM RELIEF _ .. .... .. ........... v ?s^CKFIL j y,\ NETAFIM F-?LFV-1 N S'COLG0 ELECTRICAL t, '.''T jR 3. CLEAN COMPACTED BA L SON 80 BALL VALVE VALVE: I k- I I. '"::., - 120 VOLT ELECTRICAL I --- LATERAL LINES e T q +ti4v j. i i l III- IN SCH. 40 CONOUIT 1 ................................. - .......... ... .............. _.:: E -_ sty sGH as SLEevE 5 ✓ . t 4+. ' a '' -'- O _ .._...__. COMPRESaION RING ..... ..... ...... ......... .. '+ Jfi Ib_xa. .r° ,,TE[[E''�((( (• [ IS TAG PLASTIC ROUND VALVE BOX, 6"SIZE ( I I=--- UNDISTURBED SOIL •y'y it *4°•'. L fr �u{a I LATERAL LINES, SEE SPECS. 1 7 I I — BLANK TL rTYP I I I . a i*.t"Nr. ; I,I" 7 REMOTE CONTROL VALVE: HEAT BRAND "ARV° ONTO LID, /'" T ) CONTROL WIRES „� •,p ( •., , va„ ^."' -- CLEAN SAND BACKFILL, .:':: :. '..: o: a.:.'r.:a:::. ::..� .., ........••.....�........... - . C - S E SPECIFICATIONS j .... ............... N 5 H 40 SLEEVE j 4 RAIN BIRD PESB iINCLUCEO IN 'r ' ` I I i ,Z\ I 1 XCZ PRB-IO[FCOM KIT _.__BftiP UNE' LATERAL I '.':^. :•.••• ..... C PRESSURE MAINLINE I PRESSURE MAINLINE SEE ':. '... rc..:::::.. ' B PRESSURE REGULATLNG flUICK Ic=.-+-- FINISHED GRACE IN SHRUB AREAS (OR EXHAUST HEADER) i'':'i:'r IN SCH. 40 SLEEVE - �__.- - _ / - SPECIFICATIONS - G'lECK BASKF_T FILTER: 7-- / I I I- I � — _ ' P - CONTROL 1 E SPECS. "j'\ L -III- 2" iN. - t SLEEVES 0 4lR�.SE 5 ECS. [.=I I_t -, - PVC SL -E. DI TO R: INSTALL AT MAINLIPdE DEPTH RAIN TIftD PRP-QKCHK-1fN1 l L .. ... .. .: ft -! 11 .___ ___ - it ONCL.IIDED IN XCL-FRB-1(W-CON1 I11._`.` - - 71 I II II I II II ( IL TWICE THEDIIPE AMETERI -� _ _ ll- III I . ii j�} KIS III --II I -III: _ - ~"� SECTION VIEW' NTS BUNDLE OF THE pCARRI D. .:.::. ........ Q at`,-.j}��/ �(� C�l.i + •, 09 TWO SCH 80 FEMIALE UNION - MM II 1 t -E( B I-I����10LATERAL PIPE SUBSURFACE DRIP TUBING COMPRESSION TEE' SECTION VIEW NT.S/�, VALVE BOXPVC ^aGI{r,F,,1 LE (LENGTH AS c p f` rj (INSTALL PER SPECS)Lfl10RCY1\ levilf- 1 DIMENSION A. T C 6 E DF_PTN BFl_OW GRADE 24" 3ti" 36" 38° 8" --' 92 PVC SCH 80 ELL `(9 BRICK SUPPORTS ° 0,JOpQ0 0 0O. BRICK SUPPORTS TiE'. A 36 LOOT IN ATI. W t21NG AT ^^:C`f•" 1 - 90 DEGREES 00000 0000 (THREE) CHANGPSOFDIRECTI(HNGREATERTHAN -13 ........... .. ............ i UNTIE AFTER ALL CONNECTIONS { 1 PVC SCH 8O NIPPLE (7ANCH LANDSCAPE FABRIC Ate• (�p�� HAVE BEEN MADE. LENGTH HIDDEN) AND PVC SCH NETARM SHUT-OFF VALVE NOTE: j 86 ELL 314° ROCK, I CUBIC FT. (BL NK ALL PVA MAINLINE, PVC LATERAL LINES, AND CONTRG`, WIRES SHALL BE SLEEVED fT i 14Y PVC SCH BU TEE OR ELL (BLANK TUBING MAY BE THE PIGS LHARDSCAPE ELEMENTS WITH SCH. 4U PVG,2TIPAES THE DIAMETER OF 1 112" PVC TEE (SxSXT) WITH TORO THE PiPF OR WIRE BUND! F WITHIN DIMENSION A B C D E F 112" TO 1 112" SIZE 12" 18" 18^ 30" 6' 6" 2" TO 2 "12'[N SIZE 12" 24" 24" 30° 8' 6" WAND LARGER 'I8" 24" 24" 6" 6^ �( ATTACHED .0 CUTLET' - - '- 13 4 15 fL.6/, 17 75 MAINLINE PIPE CA7".O COMP. ADAPTER \\ ALL CURBS SHALL BE MARKED WITH A"SCORE"MARK TO DESIGNATE SLEEVE LOCATION, '\ "-- 3/4" GRAVEL SUMP HORIZONTAL IV DIMENSION BETEEN SLEEVES SHAU. BE A MINIMUM OF 4 INCHES ,NOTE: i6 3 -INCH MINIMUM OF.PfH OF SECTION VIEW - N.T.S. DEPTHS OF SLEEVES, BACKFILL, AND COMPACTION OF TRENCH SHALL BE IN ACCORDANCE ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. 8A INCH WASHED GRAVEL (1 CUBIC FOOT) WITH STANDARD PLAN NO. 223 FOR CROSSINGS OF STREETS AND SHALL BE IN ACCORDANCE STANDARD PLAN N0.50D FOR CROSSINGS OF PARKING LOTS, SIDEWALKS, OR OTHER BUNDLE WIR ING AN D WRAP WITH TAPE AT TEN FOOT I NTERVALS. 1"t PVC SCH 80 NIPPLE, CLOSE HARDSCAPE ELEMENTS. ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 10, NSTALI.ATION SPECIF,CATiONS KINKIT) . XCZ-PR&106LYlFA KIT) A REMOTE CONTROL DRIP VALVE (SINGLE SYSTEM) B AIR RELIEF VALVE C DRIP FLUSH VALVE D SLEEVE INSTALLATION E PIPE INSTALLATION (1) FINISH GRADE/IOP OF MULCH 0 30 -INCH LINEAR LENGTH OF WIRE, COILED 10 PVC SCH 80 NIPPLE (2 --INCH LENGTH, 20 VALVE 80# WITH COVER: HIDDEN) � PRESSURE REGULATING QUICK CHECK �i 1� PVCCfAND 80 TEF�OR $ LL CH 80 ELL 03 REMOTE CONTROL VALVE: BASKET FILTER' RAIN BIRD PRG-QKCHK-ICG 12 MAINLINE PIPE (� (INCLUDED IN XCZ-PRB-150-CDM KIT) ,04 ID TAG 1J PJC SCH 86 NIPPLE (LENGTH AS 13 3 -INCH MINIMUM DEPTH OF 314 -INCH REQUIRED) WISHED GRAVEL WATERPROOF CONNECTION: PVC SCH 80 ELL 14 PVC SCH 80 NIPPLE, CLOSE RAN BIR'} DB SERIES 3 4 5 6 17, (� //�� 15 FVC SCH BO TEE 0 \„"f 16 PVC SCH 80 ELL "�\� iJ PVC SOH 80 UNION '/ i& LATERAL PIPE I I 19 SCH 80 BALL VALVE B T»/�14 t 5 16 ': 4j(� I i I f jI }� SIDE VIEW t0 11 12 13 14 i5 i6 17 18 TOP 'VIEW- 16 14 U UF REMOTE CONTROL DRIP VALVE (SPLIT SYSTEMS) G OPEN H OPEN { OPEN OPEN 4 3 NOTE,2—, �1 � 4 i. SEE IRRIGATION NOIES,LEGEND/SPECOCIVIONS -- I MR ADDITIONAL INFORMAHON ry( $T Fd� \ I II I 14 2. IF DRIP TUBING PIAS BEEN HAND DUG IN, SLAKE OMPLINE AT 4' O.C. AND AS NECESSARY TO .� \ E RDr f5 (SECS' $T II l INSURE SECURRY 4' BELOW GRADE, IF DRIP TUBING HAS BEEN PLOWED IN. NO STAKING N (,8NIS ` � �. M \\ E *) Npq�CEC 1 1 NECESSARY p50 3. ALL HTIINGS TO BE USED 'HILL BE PER MANUFACTURERS SPECIFICATIONS USE COMPRESSION FITTINGS ONLY OR APPROVED EQUAL 4. RUN THEM PARALLEL TO SLOPE. IN THE UPPER 2f3rd's OF THE SLOPE v. SPACE TUBING AT 14-16°. IN THE LOWER 1/3 OF THE SLOPE, INCREASE ' ,T/\ V 1\/ /\ �. 3 \l /\l d w w w u� T =^�-- r ."-_____ PAC IRRIGATION MAINLINE PIPE, PER DISTANCE BETWEEN ROWS BY 259 OR ARPRO%IMA3ELY 22 9j2" f // \ \� �`\moi ¢. 'tel/fes// tel\ SPECIFICATIONS. INSTALL MAINLINE PIPE d -- 5. INSTALL CHECK VALVES IN SUPPLY AND FLUSH MAWFOM UNE AS DETAILS) J AS REQUIREDFl O /1\` "fff�f/\\"`v��`' %� j\\,j \ _�Y' J 18" OFF OF HARDSCAPE EDGE, EXCEPT -----� TO oEiER DRAIN Dowty. pR6 lg�, H RIPLIR �\ .�r�/jyELF 1/ /„; WHERE NECESSARY TO INSTALL VALVE It F RP r� .. OFFrR CTIONS ADJACENT NTTOIDANY Y t2"Rgr w O$S'TRUCFEONS ADJACENT TO HARDSCAPE Y paNpk d°IgL s`"• .fAGUALVSr .� / ORIH \� \\ w f 8 ___ -_—___ 13 PVC P 7 VA VE �IGYIE l.11y� \\l w w y + -___- REMOTE CONTROL VALVE 's FT 4W 'E` \ MARRE2 �GX iG w w w w N' x t (To) PYt SR N Ppltl N %J w w ,t w PVC SUSSA{N PIPE, SIZE PER THE � ?� _ � � `�. ZONE FLUSH VALVE NgP°1.7 Eo ) QRlpl! LARGEST CONTROL VALVE IN MANIFOLD J 1 EZ-FLO FERTILIZING SYSTEM PLUMBED TO PVC (fYP) RIFE NE DCMp +' 4 f r/ MODEL NUMBER -EZU1D-FX ' MANIFOLD CRILI, w I — CONNECTION (PVC TO ELL) NOTES ' � 9.4 GALLON CAPACITY PVC IRRIGATION MAINLINE INSTALLED 3 FT NOTE! NOTTOSCALE .CK s (OR EQUAL) 1 SEE IRRIGATION NOTES LEGEND'SPECiFICATIONS FOR ALL DIMENSIONS Py`I' 4' I�w F +- FROM HARDSCAPE EDGE FOR VALVE MANIFOLD X11 ITEMS 3= 4, 5, 6, 7 AND BARE INCLUDED WI7H THE PVC FLUSH EXHAUST MANIFOLD AND LATERAL AND INLINE SPACING wz w I - EZPLOSYSTEM. ITEM 11 IS PURCIJABED 2 ALP FITTINGS TO USED WSEPARATELY. ILL BE PER MANUFACTURERS p- w w p — BALL VALVE FOR REV MANIFOLD ISOLATION METAL STAKE (TW) SPECIFCIPICATIONS. USE COMPRESSION FITTINGS ONLY OR APPROVED EQUAL +w w N } I# I _ TRIANGULATE EMITTER SPACING (TVP} w 1 - FIN.GHED GRADE 7 - WATER IN - CONNECT BLACK X AND AS NECESSARY TO INSURE SECURITY STAKE DRIPLINE AT 4` O.C. urc w �. .v -'x -. IT TO BLUE CONNECTIONS ON 3. IF DRIP TUBING HAS BEEN HAND DUG I AT IO IRI21GR LA RAL AND IN I ilC--- ITN 4' BELOW GRADE: IF DRIP •_ SPACING) FOR LATERAL AND IN LINE TUBING HAS BEEN PLOWED IN, NO STAKING IS NECESSARY. w y w ' w ; w QUICK COUPLER VALVE AND SWING JOINT 2 -VALVE BOX 8. COVER 3D” L X 98"D X 17" 4'U PROPORTIONING CAP AND COUPLING SPACING) 4a j +) � 'HEAT ENGRAVED NJITH "FT" ON LID' PVC SUPPLY MANIFOLD NN w -"--W--- w )�- i* --'--' SCH. BQ PVC 4S ELL FITTING, SIZE PER 3 - PROPORTIONING CAP WITH FEED 8 -1/4' TUBING CLAMP, GO TH THE GREEN (I DIALVIRE A"E,IN ALTO ❑„ w m MAINLINE, TYPICAL ADJUSTMENT KNOB AND BLUE COUPLING TUBING CONNECTIONS i EMOTE CONTROL VALVE II DOWNTUDINGAF ETONCENER 2 CK 40 (SEE IRRIGATION LEGEND - - AMNGLENGTHOFTu6N. e w w w 4- BE FLO SHUT OFF VALVES WITH DISCONNECT _ FOR CONFIGURATION) ,._-. - - - _-v2.,cT.•=orvC BGNTN11 HILL ii ING w w w w HARDSCAPE EDGE HE. SIDEWALK, ROADWAY, WASHERS 1 APPROVED IL - ktrr, Two ©Arta FauEAoaPrERs CURB OR OTHER PAVING MATERIAL) O VALVE MANIFOLD SUPPLY MANIFOLD III---ISI-III I� SII III-Iji=III �j-i4 4„ AMMeN.EUTTII ._ ._ - :"! D -PVC MAIN LINECT INS1.aL ED AFIEH _ _ '_-' -. w w .✓ .- w -- 5 -EZ -ILO MODEL EZ070-FX FERTILIZING SYSTEM CONNECTION (PVC TO TEE) I_I I III-� -III III -i III 1I+ TUBING 7A LAIION - t I OOF GGL TO COMPLETELY T. �,', - ! 11-EZBALLVALVECOUPLING CONNECTOR- (OR EQUAL.) H 1— f -III -111- r III Y ! - 11-- I ( a I I 7 UNING w w a 'I & -- MAINTAIN 18" SET BACK FOR MAINLINE 27" L X 12" O X 14" Ff - -_ 1 - _ FROM HARDSCAPE EDGE EXCEPT AS NOTED INSTALL ACCORDING TO WATER FLOW AV' DRIPLINE. LATERA. II.=III VIII -III -I -III--""'--.-DRIP TUBING _ LANOM`✓.vr nwPLlNs, w w A 'I' ." • � 6-FERTIL{ZER OUT -CONNECT CLEAR DIRECTION ARROW Tin Dur,e,E nwuerER I (OR EQUAL) SEE LEGEND] -"' ---- I \ - w w w w _ TUBE TO GREEN CONNECTIONS ON 12 - PEA GRAVEL (2 CU. FT.) SPECIFICATIONS FOR LATERAL 1._ —1I1 III 11=111=1 11111 ILII AYAMENUEO SOIL` - T' T ) FINISHED LPADE OF AMENOE➢sta w w ,y w w ^' '- PROPORTIONING CAP AND GGDPLING AND IN LINE SPACING _III ,_� {-11 i- �- l -III -) 1--7- i gv,ING 9D14 LEVEL • 13 - PVC MAIN LINE FROM BACK FLOW PRESENTER AREA PERIMETER =[I[ -III -+1 -- '=II-- I III 14 To4,n-BELOW - - 'd w {- L HMSHEUGKAilE SORE PdpwPPLEDrz"xcwwM2M I /1 14- PRESSURE RELEIF VALVE \l IN LINE SPADING 1111 _III -{I _._ _ _.U11 _) lleli PRIORTODRIP ..-. _. a .. LENGTH,THREADS) Ort ENDSOBS"fRUCTION SUCH AS LIGHT POLE, POWER AIR RELIEF LATERAL - BLANK TURING INSTALLATION = - j \ _ DRIPLINE (OR EQUAL) 'r AMENDED'DEWIL. SHPu+NTINGPIANS w w w T ,: PEDESTAL OR OTHER AS MAY BE FOUND __ CK CENTERED ON AROUND DR BERM WIRE STAKE 12 RNtlG aztmruts lNDuslslES FLEXIBLE w ,y w w '- -: r : _, ON THE STIFF, ROUTE MAINLINE AROUND ) NIPPEIPAS WIT" WIN,XMNPr SUCH OBSTRUCTIONS FERTILIZER EQUIPMENT LEGEND PERIMETER LATERALS - 12` FROM tUREADinrnD£ w w w w fv PAVING OR EDGE OF TREATMENT SnH rDRXHEFD RXU F•rrlNr,, w w w w .P SYMBOL FERTIGATION MODEL NO. CONTROLLER 1 POG LOCATION SEE SHT. SO FT. AIR/VACUUM RELIEF VALVE SIZE: LAOERX£[FA6EHAU2^ f (PLUMBED TO DRIPLINE RECOMMENDED INSTALLATION: AS PER LANDSCAPE ORAkYINGS I FCHEAL�RLINE. sJPP YOft D,S(:RARC,E w w ( .° - EZ-FLO EZ010-FX 'B' MUIRLANDS IFS -2 34,24E (OR SELL) AT EACH HIGH POINT) TO NI EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT -- THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGH I M IL L'' 6FLOW FINISHEi) FM1'C FLVSH EXHAUST MANIFOLD RADE AND PRODERLYCOVEACTEO ASPER THE LANDSCAPED DRAMNGS PRIOR SECTION VIES)-N.T.S. PROVIDE ALL UNITS WITH EZ-GRO ALL PURPOSE FERTILIZER EZG-23-1310 PREMIUM NATURAL WATER SOLUBLE FERTILIZER - CHECK VALVES AS NECESSARY (TVP) TO THE INSTALLATION OFTHE TUBING. SEE PRODUCT COVERAGE CHART FOR INITIAL! MAINTENANCE APPLICATION RATE. NSTALL TUBING AS REGARD)ON -HFSF DRAWINGS AND SECURE TO GRADE USING NOTE: � NOTE: WIRE FOUR STAKES AT 5 FEET ON CENTER SPACING. TUBING INSTALLED IN PARAI I P ROWS, SPACING AS INTROIT FA ON TE LEGEND' I"CONFIRM WITH CITY OF BAKERSFIELD PRIOR TO INSTALLATION" SYSTEMS TO BE FULLY STOCKED AND IN OPERATION DURING AND AT TURN OVERTO MAINTENANCE. BACKFILL HNA4" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE T'OGING L CONTACT TOM GENTILE (949) 246.8467 FOR ASSEMBLY AND EZ-GRO FERTILIZER MFG. INFORMATION. K SUB -SURFACE DRIPLINE LAYOUT L MAINLINE AND VALVE MANIFOLD LAYOUT Z-FLO FERTIGATI1ON EZ010-FX SM4) SUMMERS(MURPHY & PARTNERS, RNC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629. (949)443-1448" 7-19-T9 \_ Dafe OF CI These drawings and/or the accompanying specifications are the exclusive property of Surrrmees/Murphy & Partners, Inc and their use and publi- cation shall be restrictedto the original site for which they were prepared. Reuse, repro- duction or publication by any method, in whole or.. part, is prohibited except by written permission from Summer's! Murphy & Partners, Irl C) 04 04 Muslim C) 04 04 r 2i LU •r • • r y: 0 J: CIO r r I W r •4 l � 1 r i b r # y r i r • ri •r SM4) SUMMERSIMURPHY A PARTNERS, INC. 34997 COAST HWY SUITE 230 DANA POINT CA 92629 (919)443-1446 7-31-20 Renew—al'-KW �l 7-19-19. / Cate /; These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and, publi- cation shall be restricted to the original site for which they were prepared. Reuse, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Surnmers/ Murphy $ Partners, InG C> 1011011 C> LU i ! r t11 o oilywo a r i i !i y R # i PART 1 - GENERAL CONDITIONS 1.1 Description: A. Work Included: Provide all labor, materials, transportation, and services necessaryto furnish and snatch irrigation systems as shown on the drawings and described herein. 1.2ualit Assurance: Q y A. Manufacturer's Diractions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this contract furnish directions covering points not Shared in the drawings and specifications. B. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or relating to any portion of tfris work are hereby incorporated into and made a part of thesespecifications and their provisions shall be carried out by the Contractor. Anything contained in these sPe especifications shall not be construed to conflict with any of the strove rules and regulators or requirements of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higiar standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take. pro:edence. C. Explanation of Drawings: 1. Due to the scale of the drawings, it is not possible to indicate all effects, fittings, sleeves, etc., which may be required, Tie Contractor shall carefully investigate the structural and finished conditions affecting ail of his work and plan his work accordingly, furnishing such fittings, etc. as may tire required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed, This work shall be instal ill in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. 2. Tire word Landscape Architect as used herein shall refer to the Owner's authorized representative. 3. All work called for on the drawings by notes or details shall be furnished antl installed whether or not specificaily mentioned in the specifications. 4. The Contractor shall not willfully detail the Irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in the irrigation design. Such obstructions or differences should be brought to the attention of the Owiners authorized representative. In the event this deification is not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. 1.3 Submittals: A. Material List: 1. The Contractor shall tum an the dollars, equipment, materials, or processes specified by name in the drawings and speeifiealmrs. No substitution will be allowed without prior written approval by the Landscape Architect. 2. Complete motorial fist shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used. Copies of catalog information shall not be substituted for the materials list, and will be rejected as unacceptable. 3. Equipmant or materials installed or furnished without prior approval of the Landscape Architect may be rejected and the Contractor required to remove such materials from the site at his own expense. 4. Approval of any item, alternate, or substitute indicated only that the product apparently the requirements of the drawings and specifications on the basis of the information or samples submitted. 5. Manufacturer's wanandas shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Record Drawings: 1, The Contractor shat provide and keep up Iodate a complete record" set of blue line ozalid prints which shall be corrected daily and show every change from the original drawings and specifications and the exact locations, sizes, and kinds of equipment. Those drawings shall also serve as work leogross sheets and shall be the basis for measurement and payment for work completed. This set of drawings shall be kept on the site and shall be used only as a record set. 2. The Contractor shall make neat and legible annotations theenon dally as the work proceeds, showing the work as actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Landscape Architect, 3, Before the date of the final inspection, the Contractor shall transfer all information from the record prints to a sepia mylar or myfer procured from the Landscape Architect. All work shall be neat, drawn in waterproof ink by a technical ink pen designed specifically for use on Tyler material. Work completed In felt tip pen or ball point pan will be rejected because of the non-pemranent nature of both devices. All work shall be subject to approval by the Landscape Architect. 4. The Contractor shall dimension from two permanent points of reference the location of the following Items: a. Connection to existing water lines b. Connections to existing electrical power c. Gate valves d. Routing of pressure main line pipe e, Sprinkler control valves f. Routing of control and common wire g. Quick coupling valves h. Other related equipment as directed by the Landscape Architect. 5. On or before the date of the final inspection, the Contractor shall deliver the corrected and completed raiders to the Landscape Architect, Deliveryof the myiars will rot relieve the Contractor of tie responsibility of furnishing required information that may iia omitted from the prints he complied at too site. C. Controller Charts: 1. Record drawings shall be depraved by the Landscape Architect before controller charts are prepared. 2. Provide one controller chart to,- each controller supplied. And one to fie city of Bakersfield representative. 3. The chart shall snow the area controlled by each automatic controller and shall be sized as designated by aach, automatic controller or as designated by the Owner's authorized representative, 4. The chart is to be a reduced ii x 17 drawing of the actual record drawings. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be readable when the oontro%ler chart is completed. 5. The chart shall be a bloaeline or bluelina ozalid print and a different color shall 'tire used to indicate the area of coverage for each contmi valve station. S. When completed and approved, the chart shall be sealed by a plastic laminating process and spiral bound. the plastic laminating sheets shall be a minimum of 10 mil, thickness each. 7, Provide ao electramr, (PDE) copy to city of Bakersfield representative. D. Operation and Maintenance 1. Prepare and deliver to the Landscape Architect within ten calendar days prior to completion of construction, two hard cover birders with three rings each remaining the following Information: a. Index sheets stating Contractor's address and telephone number, list of equipment with names and addresses of local manufacturer's representatives. b. Catalogand arts shoats on eve material a p every and equipment Installed under this contract. G. Guarantee statementSection 1,05 . t } d. Complete operating and maintenance Instructions on all major pieces of equipment. 2. in addition to the above mentioned maintenance manual, provide the Owner's maintenance aion rel with instructions for major equipment and show evidence in writing to the Landscape Architect d at the conclusion of thero'ed that this service has p 1 been rendered. E. Equipment to be Furnished: 1. Supply as part of this contract the following tools: a. Two sets of special tools required for removing, disassembling, and adjusting each type of sprinkler and valve installed under this contend. b. Two five-foot valve keys for operation of gate valves (as required). c. Two keys for each automatic controller or enclosure. d. Six quick coupler keys and matching hos% swivels for each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before trial' reduction ren occur, evidence that the Owner has received material must be shown to the Landscape Architect. 1.4 Product Protection, Storage, and Handling A, Handfrg of PVC Pipe and Fittings:s: The Contractor is centered to exercise caro it) handling, loading, unloading, and storing of PVC pipe and fi tings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and ti installed, shall be replaced with new piping. 1.5 Analysis of samplas and tests: None. 1.6 Guarantee: A. The guarantee for the sprinkler irrigation system shall be made in accordance with the attached form. The general conditions and supplementary to Yconditions of those stratifications shall be filed with the Owner or his representative prof to accoptarco of the irrigation system. B, A copy of the guarantee form shall be included in the operations and rnairdernance manual (Sootion 1.03, D). C. The guarantee form shall be re -typed onto the Contractors letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler system we have furnished and installed is free from defects in rnaterals and workmanship, and the work has been completed in accordance with the drawings and specifications. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from the date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional exist to the Owner. We shall make repairs or replacements within a reasonable time after receipt of written notice from the Ovmer. In the evert of our failure to makes such repairs or replacements within a reasonable time after receipt of written notice from the, Owner, we authorize the Owner to Imposed to have said repairs or r%p maiments made. at our expense and we wil'.. pay the Posts and charges therefore upon demand. (The above statement is to be followed by the project name, location, signature, address, and telephone number of Irrigation Contractor, in addlibn to the date of acceptance). PART 2 - MATERIALS 2.1 Generali Use only new materials of brands and types noted on the drawings, specifted herein, or approved equals. A. PVC pressure Main Line Pipe and Fittings: 1. Pressure mainline piping for sizes 2 -Inches and larger shall be PVC Class 315. 2. Pipe shall be made from an NSF approved Type 1, Grade 1, PVC compound conforming to ASTM rosinspecification DI 784. Ail pipe must meat requirements as set innh in Federal Specification PS -22-70 (Solvent Weld Pipe) whit an appropriate standard dimension (SORL 3. Pressure main line piping for sizes 1 and ti2 Inch and smaller shall be PVC Schedule 40 with solvent traded joints. 4. Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D1785. Al pipe must meet requirements as setforth in Federal Specification PS -21-70 (Solvent -Wald Pipe), 6. PVC solvent -weld fittings shall he Schedule 40, 1-2, 11-1 NSF approved amforming to ASTM test procedure D2466. 6. Solvent cement end primer for PVC solvent -weld pipe and Mirage shall be of the type and installation methods prascribad by the manufacturer. 7. All PVC pipe must bear the foiiowing markings: a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure rating in PSI e. NSF National Sanitation Foundation approval f. Date of extrusion 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schodu'a and NSF see l of approval. B. PVC Non -Pressure Lateral Line Piping: 1. Non -pressure dugout lateral fine piping shall be PVC sch40 1200 as Ball Alt) with solvent -weld Joints. 2. Pipe shall be made from NSF approved, Type 1, Grade It, AVC compound conforming. to ASTM resin specification D1784. Ali pipe must meet requirements set forth in Federal Specif=cations PS -22-70 with an appropriate standard dimension race, 3. Except as noted in paragraphs 1 of 2 of Section 2.01C, all requirements for non -pressure lateral fine pipe and fittings shall be the same as for solvent -weld pressure main line pipe and fittings as set forth in Section 2.01 B of these specifications. C. Brass Pipe and Fittings: 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal, Sperafiration WW -P-351, 2. Fittings shall be red brass conforming to Federal Specification W W -P-460. D. Galvanized Pipe Fittings: 1. Where indicated on the denw'sngs, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fittings shall be medium galvanized screwed beaded maleaole iron, Galvanized couplings may be merchant coupling. 3. All galvanized p.so andfli ings installed below grade shall be painted with two coats of Koppers 50 Bitu rmsfic. E. Gate Valve: 1. Gate valves 3 -inches and smaller shall be 125-I1a. Shall bronze gate valve with srreel bonnet non -rising stem and solid wedge disc have threaded ends, and beequipped with fironze wheal handle. 2. Gale valves 3 -inches and smaller shall be similar to thosa manufactured by Mace or approved equal. 3. Alt gate valves shall be installed per installation detail. F. Quick Coupling Valves: Quick coupling valves shall have a brass two-piece body designed Por working pressure of 150 PSI operable with quick coupler key. Key size and type shall be as shown on plans. 3. Coordinate installation of sprinkler irrigation materials, Including pipe sa there shall be no interference with ufsiities or other construction or difficulty in planting trees, shrubs, and groundcovers. 4. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the sprinkler irrigation system. 3.2 Preparation: A. Physical Layout: 1. Prior to installation, the Contractor shall stake out al's.. pressure supply lines, routing, and location of sprinkler heads. 2. AP layout shall be approved by Landscape Architect prior to installation. B. Waler..cPpu IY: 1. Sprinkler irrigation system shall be ronnoded to water supply points of connection as shown or drawings. 2 Connections shall be made at approximate locations as shown ort the drawings, Contractor is responsible for minor charges caused by actual site conditions. C. Electrical Supply: G. Backflow Preventer Unit: 1. Electrical connections for automatic controller shall be made to electrical points of 1. Backflow prevention units shall be of size and type indicated on the irrigation connection as shown on the drawings. drawings. Install the backflow prevention units in accordance with the irrigation 2, Connections shall be made at approximate locations as shown on the drawings. construction details. Contractor is responsible for minor changes caused by actual site conditions. 2. Wye strainers at backflow prevention units shall have a bronzed screwed body win 100 mash model screen and shall be similar to Bailey 100A or approved equal. 3.3 Installation: H. Chack Valves: 1. Swing check valves 2 -inches and smaller shall be 200 the. WOG bronze brorm constructed and replaceable composigor, neoprene or rubber disc, and shall meet or exceed Federal Speciflicaion W W -V-51 D, Class A, Type IV. 2. Anti -drain valves shall es of heavy-duty virgin PVC construction with Ft.P. thread idiot and outlet. Internal parts shall be stainless steel with Bum seals. Valve shall be field adjustable against drawoul from 3 to 40 feet of head. Ant: -drain valve shall be similar to the King g Bros. "CV" %rise or approved aquas, I. Control Wldng: ' 1. Connections heaven the automatic anabolism and the electric control valves shall be made with direct burial'I nipper wire AWG-U.F. 600 Boit. Pilot wires sharing the lama automatic controller shall be the came polar. Common wire shall be white in Peter with a stripe to match the pilot wires with which it is dreuitad on the same controller. Provide different colors for each controller installed on the same project. Install wire in accordance with valve manufacturer's spent ications and wire chart. in no case shall wire size be less than #14. 2. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. 3. Where more than one wire is placed in a trench, too wiring shall be taped together at intervals of ten feet, 4. An expansion curl shall be provided at each wire connection. Expansion curl shall he of sufficient length at each splice connection at each csdric control valve so that in case of repair, the valve bonnet may be brought to the surface without disconnection of the control wires. Control wires shall be laid loosely in trench without strass or stretching of control wire conductors. 5. All splices shall be made with Rainhird ST -030L Snap -Tito wire connector with PT/S5 sealer or approved equal, Use one wire connector per wire splice. S Field splices between the automatic controller and electric contra, vaives will not be permitted without prior approval of the Landscape Architect. J. Automatic Controller: 1. Automatic controller shall be of size and type shown on the drawings. 2. Final location of automate controller shall be approved by the Owner's authorized representative prior to installation. 3. Unless otherwise noted an the plans, the 120 -volt electrical power to tie automatic controller station shall be famished by others. The first hook-up of the automatic controller to the 120 -volt power source shall be the responslblllty of the irrigation contractor. K. Electric Control Valves: 1. Electric control valves shall be of the size and type shown on the drawings. 2. Urias otherwise noted on plan or construction details, all creme control valves shall have a manual flow adjustment. 3. Provide and install one control valve box for each electric control votes. L. Coneof Valve Boxes: 1, Use 10" x 10114" round box for all gate valves, Carson Industries 010-12B with green bolt down cover or approved equal. Extension sleeve shah be PVC -6 -inch minimum size. 2. Use 9-112' x 16" x 11' rectangular box for all electric control valves, Canton Industries 1419-126 with green bolt down cover or approved equal. M. Sprinkler Heads: 1. All sprinkler heads shall be of the size, type, and deliver the same rate of precipitation with the diameter (or radius) of spray, pressure, and discharge in G.P.M. as shown on the drawings andlor specified in these special provisions. 2. All spray typo sprinklers shall have a screw adjustment. 3. Raphael joint assemblies shall be fabricated in accordance with the irrigation construction details shown on the drawings. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening In the sprinkler body. PART 3 - EXECUTION 3.1 Inspection: A. Site Conditions: 1. All scaled dimensions are approximate, The Contractor shall check and vertfy all site dimensions and receive Landscape Architects approval prior to proceeding with work under this worth. 2. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities whidt are caused by his operations or neglect. Check existing utlilt!es drawings or call utilities companies for existing utility locations. A. Trenching: 1. Dig benches straight and support pipe corfibuously on bottom of trench. Lay pipe to even grade. Trenching excavation shall follow layout indicated on the drawings and as noted. 2. Provide for a minimum eovecof 18 -inches for all pressure supply Imes. 3. Provide for a minimum cover of 12 -inches for all non -pressure lines. 4. Provide for a minimum cover of 18-inchas for all control wiring. S. Bewailing: 1 _ The trenches shall not be backblled until all required tests are porremred. Trenches shall be carefully bacflled wih tIie excavated materials approved for carolling, consisting of earth, loam, sandy clay, sand or other approved materials, free from large clods of earth oratorios. Backfill shall be mechameally compacted In landscaped areas to a dry density equal to adjacent undisturbed snit in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps, or other surface irregularities. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than 112 inch In size will be. permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval of the Landscape Architect, 4. if settlement came and subsequent adjustments in pipe, valves, sprinkler heads, lawn, or planting, or other consumption as necessary, the Contractor shall make all required ad;ustmems without cost to the Owner. C. Trenching and Backfill Under Paving: 1. Trenches located under areas where paving, asphaltic concrete or concrete will be installed shall be baddiilad with sand (a falls, six -inches below the pipe ari=d 3 -inches above the pipe), and compacted in layers to 95% compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left In a firm unyielding condition, The sprinkler irrigated Contractor shall set in place, cap, and pressure test all piping under paving prior to the paving work, 2, Generally, piping under existing walks is done by jacking, boring, or hydraulic driving, but where any cutting or breaking of sidewalks and/or concrete is necessary it shall be done and replaced by the Contractor as part of the contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the Landscape Architect. No hydraulic driving will be permitted under new concrete paving, D. Assemblies: 1, Routing of sprinkler irrigation fines as indicated on the drawings is diagrammatic. Install lines (and various assemblies) in such a manner as to conform with the details per plans. 2. install no multiple assemblies on plastic lines. Provide each assembly with Its own outlet. 3. Install all assemblies specified herein in accordance with respective detail. in absence of delall drawings or specifications pertaining to specific Items required to complete work, perform such work in accordance with the best standard pra;fita with prior approval of the Landscape Architect, 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent -weld methods shall be as recommended by the pipe and fitting manufacturer. 5. On PVC to meta: connections, the Contractor shall work the metal connections first. Teflon tape, or approvon equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are required, use threaded PVC adapters into which the pipe may be vrelded. E. Line Clearance: All lines shelf have a minimum clearance of 6 inches from each other and from lines of other traces. Parallel !Ines shall not be installed directly over one another. F. Automatic Controller: Instal per manufacturer's Instructions. Remote control valves shall be connected to controller it numerical sequence as shown on the drawings. G. High Voltage Wiring for Aumanatii.c Controller: 1. 120 -volt power connection to the automatic controller shall be provided by the Irrigation Contractor. 2. Al:. electrical work shail conform to local codes, ordinances, and union authorities having jurediction. H. Remote Control Valves: Install where shown on the drawings and per detail, When grouped together, allow at least 12 inches between valve boxes. Install each remote control valve in a separate valva box. 1. Flushing of System: 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened and a full head of water used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the Landscape Architect, J. Sprinkler Heads: 1. Install the sprinkler heads as designated on the drawings. Sprinkler heads to be Instated in this work shall be equivalent in all respects m been itemized in the irrigation equipment legend. 2. Spacing of sprinkler heads shall not exceed the maximum as'.comfort on the drawings. In no rase shall the spacing exceed the maximum recommended by the manufacturer, 3.4 Temporary Repairs: The Owner reserves the right remake temporary repairs to keep the sprinkler system equipment in operating condition. The exem!se of this right by the Owner shall riot relieve the Contractor of his responsibililias under the terms of the guarantee as heroin specified. 3.5 ExistingTrees: Where it is necessary to excavate adjacent to existing trees. the i g Contractor shall use aAossible care to avoid injury to trees and Vee mots. p ry Excavation in areas whore 2 -inch and larger roots occur shafi be done by nand. All roots 2 -inches and larger In diameter, except directly in the path of pipe or conduit, shall be tunneled under and shah be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having mots smaller than 2Inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots 112 inch and larger in diameter shall be painted with two coats of tree seal, or equal. Tranches adjacent to trees should be closed with.n 24 -hours, and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 38 Field Quality Control: A. Adjustment of the System: 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overs fray onto lvalks, roadways, and buildings as much as possible. 2. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate Leverage, the Contractor may also include changes In heals sizes and degrees of aro as required. 3. Lowering raised spank or heads by the Contract shall he accomplished within ten days after habituation W Owner or Landscape Architect. 4. All sprinkler heads shall be set perpendicular to finished grade unless otherwise. designated on the plan or as required for proper coverage (slopes, etc.). B. Testing of Irrigation System: 1. The Contractor shall. request the presence of the Landscape Architect in writirg at least 48 hours in advance of any testing. 2. Test all pressure lines under hydrostatic pressure of 150 PSI and prove watertight. Note: Testing of pressure main line piping shall occur prior to installation of electric cantrol valves or quick coupling valves. 3. At piping under paved areas shall be tested under hydrostatic pressure of 150 psi and Proved watertight, prior to paving. 4. Sustain pressure in tested lines for not less than two hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5. Ali hydrostatic tests shall be made only in the presence of the Landscape Architect. No pipe shall be backfilled until it has been observed, tested, and approved In wining. 6. Contractor shall furnish fares pump A ail other test equipment necessary, When the sprinkler irrigation system is completed, perform a coverage test in the Presence of the Landscape Architect to determine if the water coverage for planting areas is complete and adequate. Furnish all marshals and perform all work enquired to correct any inadequacies of coverage due to the deviation from plans, or where the system has been willfully installed as indicated on the drawing when it is obviously Inadequate, without bringing this to the attention of the Landscape Architect. This lest shat- be accomplished before any groundorwor Is planted. 8. Upon complation of each phase of work, the entire system shall be tested and adjusted to meet site requirements. 3.7 Maintenance: A. The entire sprinkler ircgatar.. system shall be under full automatic operation for a period of seven days prior to any planting and for 90 days after inspection to begin mairtenance period. B. The Landscape Architect reserves the right to waive or shorten the operation period. 3,8 Clean-up: Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site. All walks and paving shall be bro imed or washed down, and any damage sustained on the work of others shall be repaired to original conditions. 3:9 Final Observation Prior to Acceptance: A. The Contractor shall operate each system in its entirety for the Landscape Architect at the time of final inspection. Any items deemed not acceptable by the qualified observer shall be reworked to the complete satisfaction of the Landscape Architect, B. The Contractor shall show evidence to the Landscape Architect that the Owner has received ail accessories, charts, record drawings and equipment as required before final observation can occur. 3.10 Observation Schedule: A. Contractor shall be responsible for notifying the landscape Architect in advance for the following observations according to the time indicated: 1. Pre -job conference - 7 days. 2. Pressure supply line installation and testing - 48 hours, 3. Automatic controller installation - 48 hours. 4. Control wire installation - 48 hours. S. Lateral !!ria and sprinkler installation - 48 hours. 6. Coverage test -48 hours. 7. Observation to begin maintenance period 7 days. B. Final Observation - 7 days. B. When observations have been conducted by other than the Landscape Architect, show evidence of when A by whom these observations were made. C. No observation will commence without record drawings. In the event the Contractor calls for an observation without record drawirgs, without completing previously noted corrections, or without preparing the system for observation, he shall be responsible for reimbursing the Landscape Architect at the rate per hour (portal to portal) plus transportation costs. for the Inconvenience. No further observations will be scheduled until this charge has been paid. END ENVIRONMENTAL. DESIGN SUMMERSIMURPHY is PARTNERS, INC• 34191 COAST HWY SUITE 200 DANA POINT CA 92629 (949)4431445 DSC" pd D yq. urpry "a �ry is 1 M Signature 7731-20 _ _ RenswQl bate 7-ts-i9 r Ocie 4 � r R f o a F CAI -kV These drawings andlorthe accornparrying specifications are the exclusive property of Summers/Murphy &.Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use,. repro. duction or publication by any method, to whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, tree ® LLI F- UJ DRAWING TITLE: IRRIGATION SPECIFICATIONS DESIGNED SNIP DRAWN MM CHECKED SMP DATE 07/19/2019 JOB NO. 742825 CAD FILE STR_ID.dwg SHEET NUMBER r 8 OF 16, SHEETS' I C73 1 } W 1 OfLOil IJJ ILLI U i I 1 S / i I 4 to i a C) r k � a t! y t SMP SUMMERSIMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92629 (i149)443-1446 .These drawings and/or the accompanying specifications are the exclusive property of Surr hers/Murphy .&. Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publicatlonby any method, in wholeorpart;is prohibited except by written permission from Surnrner�s/ Murphy & Partners, Inc. Z Q 04 W CU W F I W 04 I W r Ci• w Of 't rr �f r ti Uj F r_ ' . all: r M a 0 4 r, Li Uj ■ w < t a i, SUMMER$(MURPHY & PARTNERS, INC. 34197 COASTHWY SUITE 200 DANA POINT- CA 92629 (949)443-1946 These drawings and/or the accompanying specificatians are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- catinn shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part. is prohibited except by written permission from Summers/ Murphy,t4'. Partners, Inc. Z Q M 7 Of i M LIJ ■ i [a I r _! it s i y co w y `a' ■ • LJ i Ow Cr- t J i SMP SUMMERSIMURPHY It PARTNERS, INC. 34'97 COAST HWV SUITE 200 DANA POIN1 CA 92629 NDSC,q �( M 7-31-20 P.enewal Cate 7-19-19 Date OF CAO� These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by arty method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. Uj LLI W UJ LU co If LLI UJ DRAWING TITLE: SHRUB PLANTING LAYOUT DESIGNED SMP DRAWN CR CHECKED SMP DATE 07119/2019 JOB NO. 742825 CAD FILE STR_PS.dwg SHEET NUMBER PSMI 11 OF 16 SHEETS 1 J. "12..1-, i 1 i W Q � 1 J. "12..1-, i i 0 <f a i! n1 � i M < C yi M A Ea 1 J. "12..1-, PgNg S M -f 0) EHV;RCI4MENTAI.. 00°9 ;N SUMMERSMAIRPHY 6 PARTNERS, INC. 34197 COAST HVVY SUITE 200 DANA POINT CA 92529 (949)443-1445 These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and pubii- cation shall be restrictedto the original site for which they were prepared. Re -Use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy , Partners; Inc Z O i W i I W Q Li i C�f<1 1Q Uj wo cr It yr a : r , i en 0 ry r ` ■ r h a C i r • . OWF- Of i r« r r ir: rr LEGEND ((D 1` 1 LEGEND 1 (1) 8"'ARBOR GUARD' FOR EACH 11 TREE IN TURF BY DEEP ROOT 2 5 2 CORP. (714) 898-0563. 1. 1, 5, OR 15 GALLON SHRUB J 11 x, 3 PLAN ' 2. TOP OF ROOT BALL TO BE 1"ABOVE v -- 2. 2" LAYER OF MULCH \y/ VFINISH GRADE. NOTE: SGALE; N.T.S. 4 3. 3" HIGH WATER BASIN - SEE _� ATTACH GUYS TO - 1 / SPECIFICATIONS 4 3. 3" WATER BASIN MAJOR TRUNKS 4. FINISH GRADE \' 4. FINISH GRADE ONLY. L UL 01 -i - 5 s: BACKFILL MABLE�� SOILS cf��a� 2 --- - _ m ; - I % III- FOR QTY. i -- 5. AMENDED SOIL FOR PLANTING F 3 2, 112x6 Loly� GALVANIZE®STEEL n ° -. -_ '� .. 6 7. ROOTBALL / 5 SEE solLs REPORT f TURNBUCKLE L 8. NATIVE SUBGRADE - g 3. 3132" BRAIDED CABLE W/ 1/2"x3' LONG ( - r1 7 9. 4" DIA. FLEXIBLE PERFORATEDImo_ 6. PLANT PIT EXCAVATION PVC TUBING I - _. I- g DRAIN PIPE ENCIRCLING BASE OF '; : _ 7 7. PLANTING TABLETS - SEE 1 4. (3)'DUCKBILL' EARTH ANCHORS. MFG. = I- = (_, PLANTING PIT. CONNECT TO SCHEDULE FOR QTY. I BY V. PRODUCTS 618.$73.1760 VERTICAL PIPE. SURROUND PIPE I f 9 WITH FILTER FABRIC. 8 5. ROOT BALL _ 8. ROOTBALL { 10. 4" DIA. VERTICAL PERFORATED C 2X ROOTBALL; I 10 DRAIN PIPE. CONNECT TO PIPE AT 9 NOTES: Ir 9- NATIVE SUBGRADE FOR PLANTING, REFER TO TREE 2x ROOTBALL DIA. BASE OF PIT AND CAP AT SURFACE. j 1 ( 4 PLANTING DETAIL. FOR STAKING, REFER SURROUND PIPE WITH FILTER TO TREE STAKING DETAIL. SECTION VIEW FABRIC. SECTION VIEW 5 NOT TO SCALE 11. 2" LAYER OF MULCH NOT TO SCALE SECTION VIEW _ FOR 36" BOX TREES AND LARGER SCALE: 1/2" = V-0" G TREE GUYING Ai TI SCALE: NOTED A SHRUB PLANTINGNOT TO SCALE TREE i w PREVAIL TRUNK '.....•., , � � . I PLANTER 1 i 7 WIND 12" 1211 PLANTING TABLET SCHEDULE to ROOT CONTROL � PLAN GRO-POWER PLANTING TABLETS FOR CONTAINER -GROWN PLANTS , BARR3ER. - - _ ------ -- �� _ �� � . - ` LEGEND 1. CINCH -TIE' BY V.I T. CO. 619 673-1760 1 GALLON CONTAINER RECEIVES 2-3 TABLETS �� + `� PLAN VIEW I r� ( ) /I SIDEWALK 2, LQDGEPOLE PINE STAKE COPPER NAPHTHENATE 3 GALLON CONTAINER RECEIVES 3-6 TABLETS ` II J -- NOT TO SCA V ✓�' /'' k L' ' IMPREGNATED. 2-1/2" DIA. x 12' LONG FOR 24" BOX 3 -� -. 1/ 5 GALLON CONTAINER RECEIVES 6-9 TABLETS LEGEND AND SMALLER. 3. 12" DIA, MINIMUM, 2" THICK MULCH RING AROUND 7 GALLON CONTAINER RECEIVES 8-10 TABLETS 1. CONCRETE PAVING - REFER TO / BASE AT TURF AREAS . PLANS v I 3 4. TOP OF ROOT BALL TO BE 1" ABOVE FINISH GRADE 10 GALLON CONTAINER RECEIVES 10-12 TABLETS 2ONE PIECE, MOLDED AND r I 5. 3°' HIGH WATER BASIN -SEE SPECS 15 GALLON CONTAINER RECEIVES 12-15 TABLETS RIBBED ROOT BARRIER. 6, FINISH GRADE RIBS TO BE A MINIMUM OF 1/8" 4 7. PLANTING TABLET - SEE SCHEDULE FOR QTY. 20"-24°' BOX RECEIVES 14-16 TABLETS WIDE x 1/2" DEEP, AND FACING 8, BACKFILL MIX -SEE SOILS REPORT THE TREE. ROOT BARRIER TO 5 9. ROOTBALL 30°° BOX RECEIVES 16-18 TRBLETS UJ -_ 1 BE MADE OF POLYETHYLENE � 17 6 10. NATIVE SUBGRADE 36" BOX RECEIVES .. .. 18-20 TABLETS I /1 INHIBITORS, PLASTIC W//LTR TMCK MIN. 24" 42" BOX RECEIVES 20-22 TABLETS / 2 DEEP x 10' LONG (5' EACH SIDE = MINT. TWO TIES {TOP &BOTTOM} 48" BOX RECEIVES .. .. _ 22-24 TABLETS [r fff OF TRUNK} INSTALL WITH TREES ® -- 7 -- 6° FROM ANY HRRDSCRPE.REFER ¢ REQUIRED. USE THIRD TIE WHEN 60" BOX RECEIVES ... ... .. 32-36 TABLETS - NECESSARY TO HOLD TREE IN U, xi To PLAN ABOVE. 8 ¢ 3 t - UPRIGHT POSITION. TIES TO BE LARGER SIZES. FOR EACH 1/2" CALIPER USE: 3-4 TABLETS a -' 3. Roar BALL ( 9 SECURED TO AVOID SLIPPAGE 5. NATIVE AMENDED SUBGRADE MIX 5 FOR PLANTING, REFER TO TREE PLANTING _(I FIGURE SEiGHTT NAIL W/ (1) SOD LAWN ( - NOTES:10 GALv. NAIL THROUGH EACH SOD LAWN SHALL BE AG -1 HYBRID BERMUDA SECTION VIEW D -III -- - DETAIL. FOR STAKING, REFER TO TREE SECTION VIEW TIE INTO POLE. AVAILABLE FROM A -G SOD FARMS (888) 800-8483. SCALE: 1/2" = 1'-0" -- SCALE: 1/2" = 1"-0" FOR 24" BOX TREES OR SMALLER 2x FOOTBALL DIA. STAKING DETAIL. 2x ROOTBALL DIA. SOILS REPORT AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC CONTROL BARRIER SCALE: 1/2'1 V -o° B DOUBLET TREE PLANTINGSCALE: 1/2 V -o" SOILS REPORT SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CONTRACTOR, AND ALL RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE 1 CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. AG 9-4 ARBORGARD+ TREE TRUNK PROTECTOR SOIL MIXTURE SPECIFIED ARBORGARD IS A TREE TRUNK PROTECTOR TO PREVENT DAMAGE BY STRING - TRIMMERS, LAWN MOWERS AND RODENTS. SINGLE PROTECTOR FITS TRUNKS UP TO 4" IN SOIL MIXTURE AND ANY AMENDMENT ADDITIVES SHOULD DIAMETER, JOIN TWO TOGETHER FOR LARGER TREES. X xx > <3 BE PROVIDED FOR BID PURPOSES ONLY. ++ + + + + + + + A. MATERIALS + + + + _ + + + _ + + - + 4� SOILS ANALYSIS THE CONTRACTOR SHALL FURNISH AND INSTALL TRUNK PROTECTORS AS SPECIFIED. THE _ _ _ _ 4 TRUNK PROTECTOR SHALL BE EITHER PRODUCT # AG 9-4 AS MANUFACTURED BY DEEP ROOT -' _ - SOIL ANALYSIS SUBMITTED TO THE CITY SHOULD PARTNERS, L.P., 81 LANGTON STREET, SUITE 4, SAN FRANCISCO, CA 94103 (800-458-7668), OR LEGEND INCLUDE THE FOLLOWING: APPROVED EQUAL. THE PROTECTOR SHALL BE RECYCLABLE POLYETHYLENE WITH A 0.060" - - SOIL TEXTURE (1.52 MM) WALL THICKNESS. U.S. DESIGN PATENT # 329,296 1. SHRUB PLANTING FROM CONTAINER PERCENTAGE OF ORGANIC MATTER 2. 2" DEEP MULCH SOIL INFILTRATION RATE (MEASURED OR DERIVED B. INSTALLATION 3. FINISH GRADE FROM SOIL TEXTURE / INFILTRATION RATE TABLES) 1. SAPLING TREES: UNCOIL A SINGLE ARBORGARD+ AND PLACE AROUND BASE OF TREE. 4. PREPARED BACKFILL (SEE SPECIFICATIONS FOR TYPE AND DEPTH) PH AND TOTAL SOLUBLE SALTS FOR COMPLETE PROTECTION BE SURE FLARED END IS TOUCHING THE GROUND. EDGE OF PAVING, SIDEWALK, WALL, OR CURB ORGANIC TOP DRESSING ALL PLANTING BEDS TO RECEIVE A LAYER OF ORGANIC TOP----- DRESSING'FOREST FLOOR', 0"-2" CUT. 1110M / SHRUB AREAS TO RECEIVE: 3" LAYER MINIMUM to D% \D - GROUNDCOVER AREAS TO RECEIVE: 1 1/2" LAYER MINIMUM 2 MATURE TREES: TO COUPLE TWO OR MORE ARBORGARD+ TOGETHER PUSH THE TABS THROUGH THE SECOND ARBORGARD+ FROM THE INSIDE SO THE TABS SHOW ON THE - SUBMIT SAMPLES TO CITY OF BAKERSFIELD FOR APPROVAL OUTSIDE AS ILLUSTRATED.p D AVAILABLE FROM: �p q AGUINAGA FERTILIZER 1[_410 � � i {949} 786-9558 tlg401 NOTES: � L qty - LOCATE PLANTS SPACED EQUAL DISTANCE (D) FROM EACH OTHER AS SHOWN D _ AS NOTED ON PLAN. PLANT TABLET SCHEDULETI SUMMERSIMURPHY & PARTNERS,. INC. 34197 COAST Ho" SUITE 200 DANA POINT CA 92629 (949)443 1445 7-19-19 D OF CWVC These drawings and/or the accompanying Specifications are the exclusive property of Summers/Murphy & Partners, Inc and their use and publi- cation shall berestricted to the original site for which they were prepared. Resew, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc C I' z 0 I i U) W I I I w i QdGI<I<< C CN s • 060 W ' 0 LL ca °1 ry ■. ■ • ai r r ti '+ i C5 LU z 0 A '.. W o ii i SUMMERS/MURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92628 (84fl)441-1446 Rv,ewcl Dote 9-19 G le Z OF CAOV0/ These drawings and/or the accompanying Specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Reuse, rep" duction or publication by any method, in whole or part, is prohibited exceptby written permission from Summers/ Murphy & Partners, inc- O C) LEGEND I I 1. ADJACENT CONCRETE SIDEWALK 5. COMPACTED SUBGRADE - 900/n MINIMUM I 2. DECOMPOSED GRANITE PAVING RELATIVE COMPACTION @ 6" DEPTH COLOR: 'AUTUMN GOLD' (STABILIZED) 6. FINISH GRADE, TYP. AVAIL. BY: www.tristatematerials.com 3. CONCRETE MOW CURB -REFER TO DETAIL, THIS SHEET Uj 2 s 4� D.G. TRAIL LIJ L - 7 (( - 7"� I -_I 7_'f�-'il-i" r co Ci - 4 SECTION VIEW SCALE: 1-1/2" = V-0" GI r D A 14' WIDE DECOMPOSED GRANITET SCALE: 1-1/2"=1'-0" LEGEND -- s ■' r 1. 1.5" SHRUB AREA/ 2" TURF AREA 2 2. 114" RADIUS NOSE, TYP. t 3. CONCRETE MOW CURB WI MEDIUM BROOM FINISH, SCORE JOINTS @ S O.C. AND _- EXPANSION JOINTS @ 20' O.C. 4. FINISH GRADE III III II I II II 'i� :I I 5. COMPACTED SUBGRADE - 90°I° i MINIMUM RELATIVE COMPACTION @ 6" DEPTH d'+' k r '— = g.. M ELEVATION VIEW SCALE: 3" = V-0'_ i w s CONCRETESCALE:3"=1'-0" 1i SUMMERS/MURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92628 (84fl)441-1446 Rv,ewcl Dote 9-19 G le Z OF CAOV0/ These drawings and/or the accompanying Specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Reuse, rep" duction or publication by any method, in whole or part, is prohibited exceptby written permission from Summers/ Murphy & Partners, inc- O C) I I in w � I 3- � € I I LU Uj C) LU Uj LIJ ■ co Ci Q WD r ..: ■ C) s ■' r u i i d'+' k M i w s .• 1i The Owner shall have a soil analysis made after completion of the rough grading. The Contractor shall incorporate all soil amendments and fertilizers prescribed herein. The soil preparation specified below shall be adjusted according to the analysis, after approval from landscape architect. A. Weed Control for Lawn, Shrub & Ground Cover Areas (Except Slopes) 1. Remove all existing weeds from surface. Remove all roots of Bermuda -Johnson Grass, etc. and dispose off site. 2. Install Irrigation. 3. Fertilize all shrub/groundcover areas. Apply 10lbs. of 16-20-0 commercial fertilizer per 1,400 sq. ft. or as directed by soils report. 4. Water all shrub/grouncover areas for three (3) weeks to germinate weed seeds. Apply water at low rate to avoid erosion. 5. Licensed applicator shall apply systemic weed killer to all planting areas per manufacturer's specifications. B. Soil Preparation & Finish Grading 1. Rough grade: Site to be received by Landscape Contractor to within 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. 2. Finish grade: Finish grading to consist of grading, raking and hand work necessary to achieve desired contour and flow line patterns, based upon Civil Engineer's plans, resulting in evenly finished surfaces free of debris and litter. 3. Spread over all lawn, shrub and ground cover areas, amendments and fertilizer prescribed in soils report. Thoroughly mix into soil to depth to of 6" or more and fine grade. Shape mounds as shown on plans. Contractor to import soil necessary to attain design grades and berms, all import soil shall be free of weeds. debris, and have balanced Ph. Smooth and even grading without depressions or high spots, to provide smooth and even surfaces for proper drainage. Final grade shall be 1 " below walk/top of curb. Remove from the site all stones over 2" in size. C. Planting Plant trees, shrubs and ground cover as called for where indicated on Planting Plan and as detailed on Planting Detail sheet. Substitutions of plants will not be accepted unless approved by Landscape Architect. Ground Cover - Flats and/or Cuttings thio flaO lantin - The flat soil shall contain 00 out before or while being planted, Roots shall not be exposed to the air except while •, w In triangular spacing as specified O -C. (On Center). All cuttings shall be minimum of 6" inch of water penetration is obtained. Care shall be exercised at all times to protect the plants after planting. Any damage to plantsby trampling or other operations of this contract• a Shrubs !"lant all container -grown plants . pits, two (2) times wider.. • two times deeper r Detail sheet. Thoroughly r...! f • r. • .., r.. ,. the soils analysis with the site soil, prior r backfilling of planting pits, Install Plant Tablets, car the manufacturer'sinstructions • as detailed on Planting Detail Sheet. Contractor shall construct basins around all trees not in lawn areas: basins shall not exceed top of root ball crown. 3. Top Dressing Top dress all ground cover and shrub areas with 3' thick layer of shredded wood mulch to be specified on all planting plans. Staking4. Stake all trees as detailed on Planting Detail Sheet, 1 Hydroseed Turf Hydroseed all areas designated as'Hydroseeded Turf. See Planting legend for type quality of seed mix and the table below for fertilizer and additional amendments. i Application a. Equipment: Hydraulic equipment used for the application of the fertilizer, seed, and fiber pulp, shall be of the `Super Hydro -Seeder type as approved by the Landscape Architect. This equipment shall have a built-in agitator system and operating capacity sufficient to agitate, suspend, and homogeneously mix the slurry. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which shall place the slurry tank and spray nozzle within sufficient proximity to be seeded. The Owner shall have a soil analysis made after completion of rough grading. The Contractor shall incorporate all soil amendments and fertilizers prescribed herein. The soil preparation specked below shall be adjusted accordingly to the analysis after approval from the landscape architect. Sloper directiona. Cut Slopes; These surfaces shall be roughened in a horizontal contour of the slope. The roughened texture shall be made by hand raking or simi mechanical means. 11 b. Fill Slopes: These surfaces shall be compacted and finished and also roughened in a horizontal direction following the contour of the slope. The roughened texture shall be made by hand raking or similar mechanical means. b. Fertilize all planting areas with fertilizer based on Soil Labs recommendations. (See Planting Detail Sheet), Add any and all soil amendments as required, per the soil analysis. Begin watering process to activate fertilizer and additive chemicals. C. Water all planting areas thoroughly and continuously for a period of two (2) consecutive weeks. The Landscape Architectapprove specificduration •i, . program designed to germinate all residual weed seeds. f. Water all planting areas thoroughly and continuously for a period of three (3) weeks. A shorter watering period may be permissible at the discretion of the Landscape Architect and/or the pest control advisor. Discontinue the watering process for one (1) day prior to the second application of the herbicide spraying. Re -apply the spraying operation with a straight contact weed killer, as per the pest control advisor's recommendations. Allow a minimum of four (4) days without irrigation, for effective final weed kill. IT. Water all planting areas on the regular irrigation controller schedule for three (3) consecutive days prior to the hydroseeding operation. I. Then allow planting area soil surface to dry out for one (1) day only, prior to the hydroseeding application. Care must be taken notto allow the soilto be super -saturated with water prior to the hydroseeding installation. At the same time, the soil surface should not be dry. There• r be someresidual of shrubs3. Planting Plant trees and . f • indicated • 'detailed on i. • A- - Substitutions plants will not be accepted unless approved in writing by r. • Architect.planting tabletslegend. container grown plants in planting pits two (2) times wider and two (2) times deeper than the container. Thoroughly specified in the Planting Detail Sheet,the site soil,prior to backfilling Planting4. Planting Detail i 1. Slope Texturing Hydroseed Preparation Fallow the general slope planting preparation procedures listed on sheet PN -1 Section II,A through J. 2. Hydroseed -. - Slopes Hydroseed all areas designated as 'Hydroseeded Natural Area', See Planting legend sheet for type an quality of seed mix and table below for fertilizer and additional a. Application: i'..♦w the hydroseed turf process listed on Sheet PN -1, Section 1, E and use the slurry mix specified bel Hydroseed Slurry Mix - Desert Sage Scrub Mix by S&S Seeds Product Application Rate • Promatrix BFM 2,0.0_03,500 lbs ! acre • Hydropost Premium Compost 1,000 lbs. / acre • Biosol Forte 7-2-1 Organic • 800 lbs. / acre Fertilizer • AM 120 M corrhizal inoculum ' 60 lbs. / acre • Tri -C Souluble Humate • 1 Ib. I acre • Seed Mix as perscirbed by S&S seeds SUMMERSJMURPHY & PARTNERS, INC. 34157 COAST HWY SUITE 200 DANA POINT CA 92629 (949)443-1446 7_-3i...<5 Rene•gl Ouse r 19 1 __ CALiF�,5i' These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy tic Partners, Inc. and their use and publi- catfun shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. O V3 _d ' I- Q Cl A<_LK A 04 UJ UJ s ILLI tl � a re y C W Fi • li I• y ■ r" -J UJ LIJ D 0— r .. of • ■* i/ A.Clean-Up 1. After all installation operations have been completed, remove all rubbish, excess soil, empty plant container and trash from r:. area caused by this work shall be repaired and the ground left in a neat, orderly condition. Leave site in broom -clean condition at the end of each working day- Hose down all pavei areas, including walks and patios, upon completion of all work. B. General Maintenance 9. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. Plant maintenance work shall consist of applying water, weeding, caring of plants, including ground covers, shrubs, vines and trees, edging and mowing lawns, fertilizing, control of pests and diseases, and maintaining walks free of debris and dirt. Upon completion of each area of installation, the Contractor, Landscape Architect and Owner shall conduct an inspection of completed area, along with the Owner's maintenance representative. At this time, a list of corrections, if any, shall be made which are the responsibility of the Contractor, r r• r ♦ ♦:• r rl ! r 1 Keep all areas weed -free, adequately watered, and neatly cultivated for the three hundred r 60) day period. Remove all debris from site and keep the entire site broom -clean. Mow turf areas weekly. Hydroseeded turf areas shall be irrigated after the slurry mulch has been applied and allowed to set for one (1) day. The soil surface must be kept moist at all times during the germination period to avoid desiccation of seedlings. 4. Re -seed all bare spots in turf areas at two (2) week intervals and maintain until an even stand of turf, without bare spots, is obtained. Re -seed all slope areas that fail to germinate evenly. Repair all . ♦ surfaces at no cost to the Owner. b. Damage to any planted area shall be repaired immediately. Depressions caused by vehicles or foot traffic shall be filled with topsoil, leveled and replanted. Exterminate gophers, moles and repair damage. 6. The project shall be so cared for that a neat, clean condition will be presented at all times to the satisfaction of the Owner and Landscape Architect. The Landscape Contractor shall be expected to make a minimum of one weekly visit for maintenance purposes. 7. At the end of the maintenance period, all areas that have been planted shall be fertilized with commercial fertilizer, analysis and rate of application shall be per the soils report. 6. The Contractor shall request a final site visit seven (7) days prior to the end of the maintenance period. This request shall be written and directed to the Owner and the Landscape Architect. Upon written acceptance of the project, the Contractor shall be relieved of any further maintenance. C. Planting Natural Area Hillside Maintenance 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. Plant maintenance work shall consist of applying water, weeding, caring of plants, including ground covers, shrubs, vines and trees, edging and mowing lawns, fertilizing, control of pests and diseases, and maintaining walks free of debris and dirt. 30 days prior to Completion of the specified maintenance period of each area of installation, the Contractor, Landscape Architect and Owner, shall conduct an inspection of completed area, along with the Owner's maintenance representative. At this time, a list of corrections, if any, shall be made which are the responsibility of the Contractor. 3. Trash Removal: All litter shall be removed from the the area and disposed of in an approved location and manner. litter removal shall occur once every week in the three hundred and sixty (360) day maintenance period. 4. Fuel Modification Zone Management: Natural area shrubs within 200 feet of structures must be regularly maintained in order to meet the County of Riverside fuel modification standards. 5Hardscape Maintenance: The interceptor drain along the slope ridge shall be kept debris D. Guarantee 1. All turf, hand -planted and hydroseeded ground cover, and shrubs shall be guaranteed tolive and grow to a period of ninety (90) days after installation and acceptance by the Owner. Trees shall be guaranteed for one year. Any material that fails to grow through the specified maintenance and guarantee period shall be replaced by the Contractor at no cost to the Owner. E. Observation 1. All turf, hand -planted and hydroseeded ground cover, and shrubs shall be guaranteed live and grow to a period o 0) days after installation and acceptance by h' Owner. Trees shall be guaranteed for one year. Any material that fails to grow through specified maintenance and guarantee period shall be replaced by the Contractor at no cost to the Owner. 2. Application Observation visits specified herein shall be made by the Landscape Architect or his representative. The Contractor shall request observation at least two (2) working days in advance of the time that the observation is requested. 3. Observation visits are suggested for the following parts of work: a. Upon completion of grading and soil conditioning prior to planting. c. Written acceptance of • release the Contractor Observationmaintenance shall occur after Final , representative at the ♦ of the maintenance period. I F. Verification of 1 . All scaled dimensions are approximate. Before proceeding with any work, the Contrac'I shall carefully check r verify all dimensionsquantities,r shall immediately no Landscapethe Architect of • ♦ the +and/or and actual conditions. No work shall be done in any area where there is such a discrepancy until approval for same has been given by r e Architect. G. Utilities 1. The Contractor shall be responsible for verifying the location of all underground utility lines prior to any construction, so that proper precautions may be taken not to damage such lines and plant locations, promptly notify the Landscape Architect who will arrange for relocations of one or the other. Failure to follow this procedure places upon the Contractor the responsibility for, at his own expense, making any and all repairs for damages resulting from his work. H. Existing Trees 1 . The Contractor shall be responsible for verifying the location of all underground utility lines prior to any construction, so that proper precautions may be taken not to damage such lines and plant locations, promptly notify the Landscape Architect who will arrange for relocations of one or the other. Failure to follow this procedure places upon the Contractor the responsibility for, at his own expense, making any and all repairs for damages resultin! from •rk. Contractor is to insure the preservationof any existingon - Damage or loss of these trees will result in replacement of equal size by the Landscape SUMMERSlMURPHY & PARTNERS, INC. 34197 COAST HWY SUITE 200 DANA POINT CA 92529 (949) -043.14-08 These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ Murphy & Partners, Inc. Z O CN i va W � tt1 I— Q d <AI<L<< CN LIJ E w � « '- «r t � i, o LL F— �t M LU 0r CL « * ■o • i i i CV) i *+ ■ • ■ . . ILIJw