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HomeMy WebLinkAbout1.5-7255, 7256 & 7257L A N D S C A P GENERAL NOTES: 1. SEE CIVIL ENGINEERS DRAWINGS FOR GRADING AND DRAINAGE INFORMATION NOT SHOWN IN THESE DRAWINGS. 2. UPON EXECUTION OF THE CONTRACT, PROVIDE THE LANDSCAPE ARCHITECT AND OWNER WITH A CRITICAL PATH SCHEDULE TO INCLUDE EACH ITEM, LEAD TIME, ORDER AND INSTALLATION DATE FOR SUBSTANTIAL COMPLETION. 3. PROVIDE FOR POSITIVE DRAINAGE. NOTIFY LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE OTHERWISE. MAINTAIN FLOWLINES AND DRAINAGE PATTERNS AS INDICATED ON ENGINEER'S GRADING DRAWINGS. 4. VERIFY AND STAKE LOCATION OF UTILITIES PRIOR TO CONSTRUCTION AND IS REQUIRED BY GOVERNING AGENCIES BE HELD LIABLE FOR DAMAGES TO EXISTING UTILITIES INCURRED BY INSTALLATION OF THE WORK. 5. REPAIR AND REPLACE ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION. 6. CHECK DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES BETWEEN THE DRAWINGS AND THE SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE OWNER. 7. VERIFY PROPERTY LINES PRIOR TO COMMENCING WORK. NO CONSTRUCTION ITEM, INCLUDING FOOTINGS, SHALL EXTEND BEYOND PROPERTY LINE. 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB -CONTRACTORS AS REQUIRED TO ACCOMPLISH THE WORK, PIPING, CONDUIT AND SLEEVES SHALL BE SET IN PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. 9. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE, CONSTRUCTION MEANS AND METHODS, SAFETY PROCEDURES. BRACING, TEMPORARY SUPPORTS, AND SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 10. GIVE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR REQUIRED OR REQUESTED JOB SITE VISIT. 11. FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. 12. FOR SUBMITTALS, SAMPLES AND SHOP DRAWINGS REQUESTED, SUBMIT IN TRIPLICATE TO LANDSCAPE ARCHITECT WITH ONE COPY TO THE OWNER UNLESS OTHERWISE SPECIFIED. 13. PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. 14. DIMENSIONS ARE FROM OUTSIDE FACE OF THE BUILDING, PAVING AND WALLS UNLESS OTHERWISE NOTED. ANGLES ARE 90 OR 45 UNLESS OTHERWISE NOTED 15. COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WORK OF OTHER TRADES. 16. MATERIALS AND WORKMANSHIP, CONFORM TO LATEST UNIFORM BUILDING CODES AND APPLICABLE GOVERNING AGENCY CODES AND ORDINANCES. NO PART OF CONTRACT DOCUMENTS TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCHITECT AND OWNER. 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR MEETING ALL CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS IN ACCORDANCE WITH C.O.B. LICENSING AGREEMENT NO. RP 16-071 AS IT PERTAINS TO H.O.A. MAINTAINED PUBLIC LANDSCAPING. 18. DEVELOPER WILL BE RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITY COMPANIES TO START THE ELECTRICAL AND WATER SERVICES IN TIME FOR CONSTRUCTION. 1. TOTAL SQUARE FOOTAGE AS MEASURED FROM BACK OF CURB TO BACK OF WALL: 170.427 2. TOTAL SQUARE FOOTAGE OF LANDSCAPE AREA AS MEASURED FROM BACK OF CURB TO BACK OF WALL: 170,427 MEDIANS 1. TOTAL SQUARE FOOTAGE OF MEDIANS AS MEASURE FROM BACK OF CURB TO BACK OF CURB: 39,592 2. TOTAL SQUARE FOOTAGE OF LANDSCAPE AREA IN MEDIANS AS MEASURED FROM BACK OF CURB TO BACK OF CURB: 39,592 APPROVED BY: EXP. DATE APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E NO. 61069 EXP. 12/31/1/8 W Z72— — %. C:�sr 2v %74- REVIEWED BY: RECREATION & PARKS DEPARTMENT DATE -31q117 ',EVIEWED BY: TRAFFIC ENGINEER DATE EVELO P ENT HIGHGATE LMD CASTLE 8'( COOKE TRACTS i255, 7256 & 7257 BAKERSFIELD, CALIFORNIA PUBLIC LANDSC)%PE,(H.O.A. PJAINTAINED (AGREEIVIENIN #RP 16-071) BAKERSFIELD VICINITY MAP BAKERSFIELD KEY MAP LANDSCAPE SHEET INDEX SHEET DRAWING TITLE SHEET NO. CS COVER SHEET 1 N-1 GENERAL CITY NOTES 2 LI -1 - LI -10 IRRIGATION PLAN 3-12 LI -11 IRRIGATION NOTES/CiaLCULATIONS 13 LP -1 - LP -9 PLANTING PLAN 14-22 LP -10 PLANTING NOTES/SCHEDULE 23 LD -1 IRRIGATION DETAILS 24 LD -2 PLANTING DETAILS 25 LS -1 IRRIGATION SPECIFICATIONS 26 LS -2 PLANTING SPECIFICA71ONS 27 OWNER / CLIENT Castle & Cooke 10000 Stockdale Highway Ste. 30 Bakersfield, California 93311 (661)664-6500 Contact: Ben Wageman of LM 1-4 LJ%DLJ/`ir- C /"%F\% ­r I I I C%- I Landscape Development, Inc. 2202 Zeus Court Bakersfield, California 93308 (661) 241-5090 (`nr,t7rt Rirh nimpnimn 10C00STC:KD.AL1 HWYEUITE#300 BAN FRSFIELD, CA 53311 66') 664-6521 m Y U Lf�) 06 N w 0 I N � Q Lr C� �y N03 U = Z m Y U w I W W 0 z z C U w DRAWING TITLE: COI/ ER SHEET 0. � J / 5•i/" 17 �gmmiF_-30,211 F, Dat ��oFcaL�. ® DATE: 12.' ' .201 ' SCALE: ;...... DRAWN BY: CB RF Know what's JOB NUMBER: - below. SHEET digCall before you CS 3HEE1' 1 OF 27 RACY #7255, 7:'.56 & 72E7- H I G 1GA- E L M D GENERAL LANDSCAPE NOTES 1. PREMIUM QUALITY PLANT MATERIAL IS REQUIRED FOR THIS PROJECT. NO PLANT MATERIAL WILL BE ACCEPTED FOR THIS PROJECT UNLESS IT MEETS OR EXCEEDS THE UPPER END OF THE INDUSTRIES STANDARDS FOR THE SIZES SPECIFIED. ALL PLANT MATERIALS MUST BE OF EXCELLENT =ORM, SIZE, HEALTH AND CROWN DENSITY. ANY PLANTS THAT DO NOT MEET THIS STANDARD WILL BE REJECTED BY THE ARCHITECT OR THE CITY REPRESENTATIVE. 2. TREES SHALL BE STAKED AS PER THE DETAILS AND SPECIFICATION. 3. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS FROM ANY PLANT MATERIALS WITHOUT APPROVAL FROM THE LANDSCAPE ARCHITECT, THE OWNER AND THE CITY'S REPRESENTATIVE. 4. THE DEVELOPER SHALL CONFORM TO ALL CITY CODES AND REQUIREMENTS, INCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTALLATION. 5. ALL LANDSCAPE DETAILS SHALL BE IN ACCCORDANCE WITH C.O.B. STANDARD DETAILS AND AS DIRECTED BY THE CITY ENGINEER. 6. ALL TREES SHALL BE PLACED BEHIND THE LINE 0= SIGHT AS INDICATED ON THE PLANS. VERIFY WITH THE C.O.B. OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OR TREE INSTALLATION. 7. PR OR TO THE FINAL C.O.B. ACCEPTANCE, THE CCNTRACTOR SHALL APPLY A PRE -EMERGENT WEED CONTROL AS RECOMMENDED BY A CERTIFIED PEST CONTROL ADVISOR AND APPLIED BY A CERTIFIED PEST ADVISOR APPLICATOR. CONTACT THE C.O.B. FOR VERIFICATION OF APPLICATION. 8. LANDSCAPE AREAS WITHOUT AN ADJACENT WALL AT REAR OF LANDSCAPE AREA SHALL HAVE A CONCRETE MOW STRIP AT THE BACK OF THE LANDSCAPE AREA, REFER TO C.O.B. STANDARD DETAIL. 9. CONTRACTOR SHALL INSTALL ON ALL LANDSCAPE AREAS A 2" LAYER OF MULCH: 2" REDWOOD BARK CHIPS SUPPLIED FROM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS, CONSTRUCTIVE MATERIALS AND SP -INTERS. ANY DYED PRODUCTS WILL NOT BE A--CEPTED. CONTRACTOR TO PROVIDE C.O.B. SAMPLES FOR APPROVAL. 10. QUANTITIES ON THE LANDSCAPE LEGEND MAY NGT BE ACCURATE; THE DEVELOPER SHALL BE RESPONSIBLE TO INSTALL ALL PLANT MATERIAL AS PER THE DESIGNED PLANS OR AS D'RECTED BY THE CITY'S REPRESENTATIVE. 11. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER C.O.B. 12. ALL PLANT MATERIAL SHALL BE INSPECTED BY THE C.O.B. PRIOR TO PLANTING. GENERAL RECORD DRAWING NOTE: 1. T-iE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE "FIELD RECORD" SET OF BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS INCLUDING EXACT LOCATIONS, SIZES AND KINDS OF EQUIPMENT. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS AND SHALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL BE KE -IT ON THE SITE AND SHALL BE USED ONLY AS A FIELD RECORD SET. 2. THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY 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 OR THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE LOCATION AND CHANGES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO: A. CONNECTIONS TO EXISTING WATER LINES B. CONNECTIONS TO EXISTING ELECTRICAL POWER C. GATE VALVES D. ROUTING OF PRESSURE MAIN LINE P PE E. SPRINKLER CONTROL VALVES F. ROUTING OF CONTROL AND COMMON WIRE G. QUICK COUF LING VALVES H. IRRIGATION SLEEVE LOCATIONS I. PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANGES 4. BEFORE THE DATE OF THE FINAL INSPECTION, THE CONTRACTOR SHALL DELIVER THE CORRECTED "FIELD RECORD" SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE INFORMATION TO CREATE A CLEAN SET OF "RECORD DRAWINGS". ALL WORK SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE AND IS SUBJECT TO VERIFICATION. DELIVERY OF THE "FIELD RECORD" SET WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BE CMITTED FROM THE PRIN-S COMPILED AT THE SITE. THE LANDSCAPE ARCHITECT WILL USE THE INFORMATION TO PRODUCE: A. A CLEAN SE- OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF BAKERSFIELD AS THE OFFICIAL "RECORD DRAWINGS" FOR THE PROJECT. B. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE "RECORD DRAWINGS" AS PROVIDED BY CONTRACTCR'S REPRESENTATIVE. C. CONTROLLER CHARTS SHALL BE PRODUCED FROM THE FINAL APPROVED "RECORD DRAWINGS" 5. CONTROLLER CHARTS: A. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED, ONE SUBMITTED TO THE CITY'S REPRESENTATIVE AND ONE ELECTRONIC COPY. B. THE CHART .SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND SHALL BE REDUCED IN SIZED TO AN 11"x17" OF THE APPROVED "RECORD DRAWINGS". C. THE CHART SHALL BE A BLUELINE OZALID PRINT AND A DIFFERENT COLOR SHALL BE USED TO INDICATE THE AREA OF CONVERAGE FOR EACH CONTROL VALVE STATION. D. WHEN COMFLETED AND APPROVED, THE CHARTS SHALL BE SEALED BY A PLASTIC LAMINATING PROCESS AND SPIRAL BOUND. THE PLASTIC LAMINATING SHEETS SHALL BE A MINIMUM OF 10 MIL. THICKNESS EACH. GENERAL PROJECT NOTES CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CITY OF BAKERSFIELD STANDARDS AND SPE31FICATIONS. CONTRACTOR WILL ALSO BE RESPONSIBLE FOR CONTACTING THE PUBLGC UTILITIES TO START ELECTRICAL AND WATER SERVICE IN TIME FOR CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL APPROPRIATE PUBLIC UTILITY STANDARDS, SPECIFICATIONS AND METHODS OF CONSTRUCTION. PRIOR TO THE START OF CONSTRUCTION, ALL UTILITY SERVICE METERS (WATER AND POWER) SHOULD BE INSTALLED AND FULLY OPEFATIONAL. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY RECREATION & PARKS.. 661-326-3354.. AND PUBLIC WORKS, 661-326-3049, FOR AIJ ON-SITE PRE -CONSTRUCTION MEETING. CONTRACTOR WILL COORDINATE CONSTRUCTION WITH THE APPROPRIATE CITY INSPECTION OFFICIA- SO THAT INSPECTIONS CAN BE MADE AT CRITICAL CONSTRUCTION PERIODS BUT IN NO CASE LESS THAN: AT THE START OF CONSTRUCTION, PRIOR TO ANY BACK FILLING, PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL AT THE END OF CONSTRUCTION BUT PRIOR TO THE START OF POST -INSTALLATION MAINTENANCE, AND AT THE END OF POST -INSTALLATION MAINTENANCE PERIOD FOR WRITTEN CITY ACCEPTANCE. CONTRACTOR WILL PERFORM MAINTENANCE AS IDENTIFIED IN THE SPECIFICATIONS. ALL COST INCURRED UNTIL THIS TIME WILL BE AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR SECURING FINAL WRITTEN ACCEPTANCE BY THE CITY OF BAKERSFIELD FOR THIS WORK. IN NO CASE WILL THE CONTRACTOR BE RELEASED FROM MAINTENANCE OF THE IRRIGATION SYSTEM OR MAINTENANCE AND REPLACEMENT OF DEAD, DYING, DAMAGED, OR OTHERWISE UNSUITABLE PLANT MATERIAL UNTIL THE CITY, IN 'WRITING, ACCEPTS THIS WORK. CONTRACTOR WILL FIELD VERIFY FINISHED GRADES AND VERIFY THAT THERE IS POSITIVE SURFACE DRAINAGE IN ALL PLANTERS, TURF AREAS AND AWAY FROM ALL PLANTING HOLES. IF POSITIVE DRAINAGE DOES NOT EXIST, NOTIFY LANDSCAPE ARCHITECT PRIOR TO PROCEEDING FOR WRITTEN AUTHORIZATION AND INSTRUCTIONS TO PROCEED. CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS SHEET, INCLUDED WITH THIS DRAWING SET AND C.O.B. STANDARD DETAILS TAKE PRECEDENCE OVER ALL OTHER SPECIFICATIONS OR DETAILS. ALL TFEES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER C.O.B. CONTRACTOR SHALL INSTALL .A 6" CONCRETE MOW CURB AS PER C.O.B. STANDARDS AT EACH PHASE LINE AND LIMIT OF CONSTRUCTION LINE & A 9" MOW CURB BETWEEN WALL AND TURF AREAS. PROVIDE ROOT BARRIERS FOR EACH TREE WITHIN 6' OF ANY EXISTING OR PROPOSED PAVING OR STRUCTURE ALL PLANT MATERIAL SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE. NO PLANTING SHALL BE PLANTED UNTIL THE INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, FINAL GRADES HAVE BEEN ESTA3LISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED, AND SOIL PREPARED AND THE'WORk HAS BEEN APPROVED BY THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL DEMONSTRATE TO THE OWNER'S REPRESENTATIVE THE FURNISHING AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS WHETHER A SOILS TEST IS REQUIRED OR NOT. CONTRACTOR IS RESPONSIBLE FOR CARE AND MAINTENANCE OF ANY EXISTING LANDSCAPE AND IRR GATION SYSTEM DURING CONSTRUCTION. MAINTENANCE PERIOD 1. TI --E CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLMENT MAINTENANCE PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED TO: ADEQUATE WATER NG OF PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A MINIMUM PERIOD OF THREE HUNDRED AND SIXTY-FIVE (365) DAYS. 2. TFE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL FINAL WRITTEN ACCEPTANCE BY THE CITY OF BAKERSFIELD RECREATION & PARKS DEPAR-HENT. 3. COST INCURRED DUE TO DAMAGE OR REPLACEMENT DURING THE POST -INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. ALL AREAS INCLUDING. BUT NOT LIMITED TO TURF, GROUNDCOVER AREAS, CONCRETE WALKS AND SLABS SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER AND DEBRIS. 5. BEFORE WEEDS EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SERIOUS WEEDS PESTS (ie. BLACKBERRY, NUT SEDGE OR BIND WEEDS) SHALL BE SPOT SPRAYED WITH A NON-SELECTIVE POST -EMERGENT BY A WEED ABATEMENT COMPANY, AND LEFT IN PLACE FOR (7) SEVEN DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) DAYS AFTER APPLICATION AND DISPOSED OF C FF -SITE. 6. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASES, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. SHOULD THE CITY, DURING THE MAINTENANCE PERIOD, DISCOVER THAT T -E TERMS FOR THE MAINTENANCE PERIOD AS STATED HEREIN HAVE NOT BEEN STRICTLY ADHERED TO, THEN THE DAYS ACCRUING TOWARD THE COMPLETION OF SAID MAINTENANCE PERIOD WILL BE TERMINATED. THE MAINTENANCE PERIOD WILL BE EXTENDED ONE (1) DAY FOR EACH DAY THE AREA IS OUT OF ITS MAINTENANCE PERIOD. AFTER THE AREA HAS BEEN BROUGHT UP TC CITY STANDARD, THE CITY WILL REQUIRE A RE -INSPECTION BY A CITY OF BAKERSFIELD RECREATION AND PARKS REPRESENTATIVE. WHEN THE INSPECTION IS COMPLETED, AND THE AREA IS IN SATISFACTORY CONDITION, THEN, AND ONLY THEN, WILL CITY RE -ACCEPT THE AREA IN WRITING. 7. T -E CONTRACTOR SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. S. T -E CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER INSUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 9. (;) THREE WEEKS PRIOR TO THE CONCLUSION OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL CONTACT THE CITY'S REPRESENTATIVE TO PERFORM A FINAL INSPECTION OF WORK. ANY REMOVED PLANTS NOT IN SATISFACTORY AND HEALTHY CONDITION FROM THE SITE SHALL BE REPLACED WITH MATERIAL OF LIKE KIND AND SIZE IN A MANNER SPECIFIED FOR ORIGINAL P-A,NTING. IF TTHE REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL PLANTED MATERIAL, THE CONTRACTOR SHALL REPLACE PLANTS WITH NEXT AVAILABLE UP-SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A TWELVE (12") INCH CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT LIMITED TO: SIDEWALK AREAS, WALLS, FENCES, MOW CURBS, VALVE BOXES, TREE BASES, SHRUBS, ETC. 10. BEFORE THE START OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL PREPARE AND SUBMIT ON A (NEW) SET OF BLUE LINE PRINTS AN "AS BUILT" DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS MADE DLRING CONSTRUCTION THAT AFFECT THE MAIN LINES, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES, QUICK -COUPLING VALVES, ALL SPRINKLER HEADS AND ALL PLANT MATERIAL. THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED S-BSTITUTIONS OF SIZE MATERIAL AND MANUFACTURER'S NAME AND CATALOG NUMBERS. ALSO, A SET OF 11X17 LAMINATED "AS BJILT" WITH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE CHART AND SCHEDULE, KEYS TO THE CONTROLLER, AND TWO QUICK COUPLER VALVE KEYS WITH GATE VALVE HOSE BIB ATTACHMENT. SHALL BE SUBMITTED TO THE CITY. 11. BEFORE THE START OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL SUBMIT ALL INEDITED INVOICES OF SAID RAIN BIRD E;UIPMENT TO THE CITY OF BAKERSFIELD RECREATION & PARKS REPRESENTATIVE FOR THEIR MAXICOM DOLLAR FUND. GENEFAL IRRIGATION NOTES 1. INSTALL MATERIALS AS CALLED OUT IN DETAILS AND AS PER SPECIFICATIONS. 2. T -ERE SHALL BE NO DELETIONS OR SUBSTITUTIONS WITHOUT THE APPROVAL OF THE OWNER, THEIR AGENT, AND/OR T- ELANDSCAPE ARCHITECT. 3. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR REQUIRED COVERAGE WITH MINIMUM OF NO OVERSPRAY. LANDSCAPE ARCHITECT SHALL HAVE FINAL APPROVAL. 4. COMPONENTS LOCATIONS ARE APPROXIMATE AND DIAGRAMMATIC AS INDICATED 5. ALL IRRIGATION LINES RUNNING UNDER PAVED SURFACES SHALL BE INSTALLED IN SCHEDULE 40 FVC SLEEVES. NO DIRECTIONAL CHANGES IN THE IRRIGATION SYSTEM SHALL BE INSTALLED UNDER PAVEMENT OR HARDSCAPE AREAS. ALL SLEEVES SHALL BE A MINIMUM 2 TIMES LARGER THAN THE IRRIGATION LINE. ALL SLEEVES CROSSING LOCATIONS WILL 3E INDICATED BY CHISELING "IR" CI`i THE FACE OF THE CONCRETE CURB. VERIFY WITH C.O.B. FOR APPROVED METHOD AND TYPE. 6. ALL SYSTEMS ARE DESIGNED FOR PERFORMANCE AT 30 & 35 PSI PRESSURE. 7. DEVELOPER SHALL PROVIDE ELECTRICAL POWER TO THE CONTROLLERS' LOCATIONS. CONTROLLER LOCATIONS ARE SHOWN DIAGRAMMATICALLY. FINAL LOCATION SHALL BE DECIDED AT CONSTRUCTION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE F �R FINAL CONNECTION. 8. PZ]NTS OF CONNECTION SHALL BE TO EXI9TING WATER LINE. SEE WATER LAYOUT PLANS AND PLUMBING PLANS FOR EXACT LOCATIONS. 9. CONTRACTOR SHALL INSTALL CONTROLLERS IN ENCLOSURES IN A STRONG BOX MODEL 22 -SS. VERIFY WITH C.O.B. PRIOR TO INSTALLATION. INSTALL AS PER C.O.B. SPECIFICATIONS. 10. QUANTITIES INDICATED ON IRRIGATION SCHEDULE MAY NOT BE ACCURATE. CONTRACTOR SHALL BE RESPONSIBLE TOO INSTALL ALL MATERIALS AS PER PLANS. 11. ALL IRRIGATION VALVES SHALL BE INSTALLED IN SQUARE STANDARD BOXES AND QUICK COUPLERS SHALL BE INSTALLED IN 10" RCjUND BOXES, AMETEK OR APPROVED EQUAL (PER C.O.B.). EACH BOX LID SHALL BE HEAT BRANDED FOR APPROPRIATE IDENTIFICATION. VERIFY WITH C.O.B FOR EXACT CONFIGURATION. 12. CONTRACTOR SHALL PROVIDE AND INSTALL TWO HOT WIRES TO EACH VALVE. CONNECT ONE (BLA7,K) AND THE SECOND (RED) WILL BE A SPARE. ONE (BLUE) WIRE SHALL BE USED FOR THE MASTER VALVE. VERIFY WITH C.O.B. 13. CONTRACTOR SHALL PROVIDE AND INSTALL TWO ROOT WATERING SYSTEMS PER TREE. VERIFY WTH C.O.B. FOR EXACT CONFIGURATIONS. 14. CClNTRACTOR SHALL PROVIDE AND INSTALL A SCHEDULE 80 PVC UNIONS AND BALL VALVE, THE SAME SIZE AS THE VALVE, AT EACH VALVE LOCATION. VERIFY WITH C.O.B. FOR EXACT CONFIGURATION. 15. THE DEVELOPER SHALL BE RESPONSIBLE FOR ASSURING THAT ANY CONCRETE FOOTINGS FROM THE ADJACENT BLOCK WALL DOES N-_7 INTERFERE WITH THE INSTALLATION AND/OR LOCATION OF THE IRRIGATION AND LANDSCAPE MATERIALS. 16. CONTRACTOR SHALL PRESSURE TEST MAINLINE AT A MIN. OF 125 PSI FOR (2) HOURS. TO BE VERIFIED BY C.O.B. �re:1.3re�i f-: q yam}` _, �ry y Jy�yyg 0000 S FOCKE-vd-E HVkr' SUITE #300 E/.KERSF E LD, C/ 93311 X661 364-65 11 ��\ J r- u7 r 04 Q .,� C3 J -_ w r- LLJ L,j Q `` u_ (n U7 I CV Y * 0 Co c I; tL DRAWING TITLE: GENERAL C.( --).B. NC'rEPC L D AJ)4 � I)atz � o,e��_r30. _� 17 >Fq. Pati CALS�O DATE: 12.' 7.20"3 SCALE:: DRAWN BY: cB rR= .JOB NUMBER: - SHEE7 N-1 SHEET 2 OF 27 �^ TRACT #7255, 7256 & ?37- HIGHGATE LMD m Y ii a ri z z y z DRAWING TITLE: GENERAL C.( --).B. NC'rEPC L D AJ)4 � I)atz � o,e��_r30. _� 17 >Fq. Pati CALS�O DATE: 12.' 7.20"3 SCALE:: DRAWN BY: cB rR= .JOB NUMBER: - SHEE7 N-1 SHEET 2 OF 27 �^ TRACT #7255, 7256 & ?37- HIGHGATE LMD . J , .. .. ... r .,.. v..F: .... ♦ n � ....... r ,,...f: f.../.., iJ!;l:rr�. £: yy,,�� I�' +3:� ji3%r.... ., , ........ /i/:r r , , .. .r .::....: .. :.».:r .... ! / ... .,., .. :. ..:.., r F/. n ':9rE: :11• !✓ J . .. 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SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZ-150-PRB-COM 4 HIGH FLOW CONTROL ZONE KIT, FOR LARGE .........................------------------- O COMMERCIAL DRIP ZONES. 1-1/2" PESB VALVE KE=Y MAP IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESGRI PT I ON QTY P51 1402 1408 8RAIN BIRD RWS-B-C-SOCK 122 30 1401 1404 ROOT WATERING SYSTEM WITH 4.0" DIAMETER X U- U-) a 36.0" LONG WITH LOCKING GRATE, SEMI-RIGID :y / az£ MESH TUBE. CHECK VALVE AND SAND SOCK. a far 'rc ” r of KE=Y MAP IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESGRI PT I ON QTY P51 1402 1408 8RAIN BIRD RWS-B-C-SOCK 122 30 1401 1404 ROOT WATERING SYSTEM WITH 4.0" DIAMETER X U- U-) a 36.0" LONG WITH LOCKING GRATE, SEMI-RIGID W1_ •• MESH TUBE. CHECK VALVE AND SAND SOCK. of 14 1 A O OPTION AS INDICATED: IR ER O RAIN B D BUBBLER F - 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 6FM. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZ-150-PRB-COM 4 HIGH FLOW CONTROL ZONE KIT, FOR LARGE O COMMERCIAL DRIP ZONES. 1-1/2" PESB VALVE WITH TWO I" PRE55URE REGULATING (40P51) QUICK-GHEGK BASKET FILTERS. FLOW RANGE: z , 15-406PM. VALVES SHALL INCLUDE VIDY, SCHEDULE SO UNION AND BALL VALVE ASSEMBLY PER G I TY OF BAKERSFIELD STANDARDS. ® RAIN BIRD XGZ-100-PRB-COM 5 O MEDIUM PLUS FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. I" BALL VALVE WITH I" PESB VALVE AND I" PRESSURE REGULATING 40F51 QUICK-GHEGK BASKET FILTER. 56PM TO 206PM, VALVES SHALL INCLUDE VIDY, SCHEDULE SO UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. Lj PIPE TRANSITION POINT IN DRIP BOX 12 PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER IN 6" (15OMM) DRIP BOX. NETAFIM TL050MFV-1 II AUTOMATIC FLUSH VALVE, 1/2" MALE PIPE THREAD. U N RAIN BIRD ARVO50 J 1/2" AIR RELIEF VALVE, MADE OF QUALITY W RUST -PROOF MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB -IXB EMITTER BOX). USE WITH Z w INSTALLATION BELOW SOIL. THE VALVE WILL J ALLOW AIR TO ESCAPE THE PIPELINE, THUS W PREVENTING WATER HAMMER OR BLOCKAGE. URAIN BIRD ARVO50 U) 1/2" AIR RELIEF VALVE, MADE OF QUALITY W RUST -PROOF MATERIALS, WITH A 6.0" DRIP Q W VALVE BOX (SEB -7X5 EMITTER BOX). USE WITH �^ INSTALLATION BELOW SOIL. THE VALVE WILL v, ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOCKAGE. - AREA TO RECEIVE DRIPLINE RAIN BIRD XF5-0q-24 (24) (2) XFS SUB -SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE W/COPPER SHIELD TECHNOLOGY. O.g6PH EMITTERS AT 24.0" O.G. DRIPLINE LATERALS SPACED AT 24.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SYMBOL MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD FEB -PRS -D 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOkN FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE. VALVES SHALL INCLUDE VIDY, SCHEDULE 80 UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. 0 RAIN BIRD 44 -LRC I" BRASS QUICK -COUPLING VALVE, WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER DOVER AND 2 -PIECE BODY. �A 12 22,613 S.F. QTY D SEE SHEET LI -10 FOR IRRIGATION �� �-�-�,�8��,�A�� SCHA��1�.E SEE SHEET LS -1 FOR IRRIGATION �i� � � ON PIPE. . ..... ....... ............. ............... IRRIGATION MAINLINE: PVG SCHEDULE 40 I,15q -.t PVC SCHEDULE 40 TO 1-1/2", PVC GLASS 315 SDR 13.5 FOR PIPES 2" AND LARGER. -- ----•- •— — — --- ---'- "'- PIPE SLEEVE: PVC, SCHEDULE 40 10.2 L.F. Valve Callout Valve Number N.T.S. 8 Know what's below. Call before you dig. TRACT #7255, -256 & 7257- HIGHGATE LMD prep.3 ed for x� bJ '^ 10300 STC )r - DA_= HWY SUITE #300 .,K BAKERSFIE _D, CA 93311 (661)664-6521 -.I CN 06 0 -..I LI,I U 0 2. 0 ti w 1..., w U- U-) a Q) W1_ •• co U of F - x U w a � i Li F O z , Z O Lj [)RA1f PING 'TITLE:: IRF JGATIGV PLAN C556 `rte oveirber30,2)17� OF cxv-� DATE: 12 17.2016 SCALE: V=20' -O" DRAWN BY: CB RF JOB NUMB=R: - SHEE T SHEET 2 OF 27 '1a j 1. ?d Re 4 7 �-5- ;? X W Z J 2 U Q I-1 W J W W U) W W U) W MO W Q W rW V W O CID Q W W c/)! MATCHLINE 'R' SEE SHEET LI -5 O J W W W rW �/ W W Z KEY MAP SEE SHEET LI -10 FOR IRRIGATION NOTES, CALCS & OVERALL SCHEDULE SEE SHEET LS-' FOR IRRIGATION SPECIFICATIONS ■ IRRIGATION SCHEDULE SYMBOL �a MANUFAG ER/MODEL/DESGRIPTION 1402 14 1401 1+0+ RAIN BIRD R 45 -B -G -SOCK ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0" LONG WITH LOGKIN6 GRATE, SEMI-RIGID MESH TUBE. GHEGK VALVE AND SAND SOCK. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, 1402 03 GPM, 1404 1.0 GPM, 1408 2.0 GPM. SYMBOL MANUFAGTURER/MODEL/DESGRIPTION 19 RAIN BIRD XCZ-150-PRB-COM HIGH FLOW CONTROL ZONE KIT, FOR LARGE U.J COMMERCIAL DRIP ZONES. 1-1/2" PE5B VALVE WITH TWO I" PRESSURE RE&ULATIN6 (40P51) QUICK -CHECK BASKET FILTERS. FLOW RANGE: 15-406PM. VALVES SHALL INGLUDE VIDY, SCHEDULE 60 UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. B RAIN BIRD XGZ-100-PRB-CAM MEDIUM PLUS FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. I" BALL VALVE WITH I" PESO VALVE AND I" PRESSURE REGULATING 40PSI QUICK-GHEGK BASKET FILTER. 56PM TO 20&PM. VALVES SHALL INCLUDE VIDY, SCHEDULE 50 UNION AND BALL VALVE A-SOEMBLY PER CITY OF BAKERSFIEL17 5TANOAR 25- PIPE TRANSITION POINT IN DRIP BOX PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER IN 6" (150MM) DRIP BOX. NETAFIM TL050MFV-I AUTOMATIC FLUSH VALVE, I/2" MALE PIPE THREAD. RAIN BIRD ARV050 1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST -PROOF MATERIALS, WITH A 6.0" DRIP VALVE B0X (SEB 1XB EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING RATER HAMMER OR BLOCKAGE. AREA RECEIVE DRIPLINE RAIN BIRD XFS-09-24 (24) (2) XF5 SUB -SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE A/COPPER SHIELD TECHNOLOGY. OA&PH EMITTERS AT 24.0" O.G. DRIPLINE LATERALS SPACED AT 24.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. W RESISTANT. SYMBOL MANUFAC7URER/MODEL/12ES1--RIPTION RAIN BIRD FEB -PRS -D 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOA FLOW OPERATIN6 CAPABILITY, GLOBE C,ONFIGURATION. WITH PRESSURE REGULATOR MODULE. VALVES SHALL INCLUDE VIDY, SCHEDULE 60 UNION AND BALL VALVE A55EMBLY PER CITY OF BAKERSFIELD STANDARDS. 17 RAIN BIRD 44 -LRC I" BRASS QUICK -COUPLING VALVE, WITH CORRO5ION-RE515TANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC, RUBBER DOVER, AND 2 -PIECE BODY. MATGO-NORGA 1105 PVC, WHITE BALL VALVE FOR 5CH 40 AND 5GH 50 PIPE, SOLVENT SLIP EN05 WITH "T" HANDLE, SAME SIZE AS MAINLINE. 1/2" TO 4". RAIN BIRD PE55 I" 1, 1-1/2",2- PLASTIC, INDUSTRIAL VALVES. LOA FLOA OPERATING CAPABILITY, &LOBE GONFI6URAT ON. WITH SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY RATER IRRIGATION APPLICATIONS. CONTRACTOR TO USE BLUE COLORED WIRE FROM VALVE TO CONTROLLER, PLACE IN51DE I" SCHEDULE 90 CONDUIT. Q FEBCO 825Y I" REDUCED PRESSURE BACKFLOW PREVENTER INSTALLED IN A STRONGBOX 555C-4655 SMOOTH TOUCH STAINLESS STEEL ENCLOSURE Y4/ FREEZE BLANKET AND COMBO LOCK (PBB-45) RAIN BIRD E5PI2LXMEF WITH (OI) E5PLXM5M12 24 STATION COMMERCIAL CONTROLLER. PLASTIC WALL MOUNT. FLOW SENSING. '%FJr FLOW 5EN50R DATA INOU57TRIAL IR22OF W/ PAIGE P116212 -A -REVS 16 AWG/ I PAIR GABLE EZ-FLO FERTILIZING SYSTEMS EZOIO-FX ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER. USED FOR SMALLER COMMERCIAL LANDSCAPES, RESIDENTIAL, HOA'5, MODEL HOMES, AND GROWER APPLICATIONS. INSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTER THE BACK FLOW PREVENTER. TANK CAPACITY$ 9.4 6 IRR16ATIO14 LATERAL LINE: PVC, 50HEOME 40 PVC 5GHE12ULE 40 IRRIGATION PIPE. """"" """` ........ ....."' IRRIGATION MAINLINE: PVC, SCHEDULE 40 PVC, SCHEDULE 40 TO I-1/2", PVC, CLA55 515 SDR 135 FOR PIPES 2" AND LARGER. - PIPE SLEEVE: PVC SCHEDULE 40 Volvo CeMeu1 .....:..............�.::.:..:,.:: Valve N.~ 11 g -::.,..:,. V.N. Flow "------. --<,...�----..,.� VOWe Sae N.T.S. OTY PSI 155 50 07Y 2 1 4&q5 L.F. 1,124 L.F. 101.4 L.F. Know what's below. Call before you dig. preps-sd for: 1[000 SIOCKDALE HWY SUITE #300 BAI ERSFI=LD, CA 93311 (661)664-652" DRAWING 1'ITLIc : IRF)k1&%T10N PLAN ,�DSCAP� `669 Date ovember30; 2 )1 9T"a7 p.DaUO�1 'OF CAS% DATE: 12.17.2016 SCALE: V=20' -O" DRAWN BY: CB RF JOB NUMBER: - SHEET: L —SHEET 3 OF 27 TRACT #7255 7256 8 -257- HI SHGATE LMD r_ c cv 06 U.J _jN� W j r—LU r` mU DRAWING 1'ITLIc : IRF)k1&%T10N PLAN ,�DSCAP� `669 Date ovember30; 2 )1 9T"a7 p.DaUO�1 'OF CAS% DATE: 12.17.2016 SCALE: V=20' -O" DRAWN BY: CB RF JOB NUMBER: - SHEET: L —SHEET 3 OF 27 TRACT #7255 7256 8 -257- HI SHGATE LMD MATCHLINE'G' SEE BELOW Is IRRIGATION SCHEDULE SYMBOL 1402 1408 14 * t @ 1401 1404 SYMBOL Is 0 r MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD RW5-15-G-50GK ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 56.0" LONG WITH L.OGKIN6 GRATE, SEMI-RIGID MESH TUBE. CHECK VALVE AND SAND SOCK. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM. MANUFACTURER/MODEL/DESGR I PT I ON RAIN BIRD XGZ-15.:�)-PRB-COM HIGH FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIAL DRIP ZONES. 1-1/2" PESB VALVE WITH TWO I" PRE55URE REC7ULATIN6 (40P51) QUICK -CHECK BASKET FILTERS. FLOW RANGE: 15-40GPM. VALVES SHALL INCLUDE VIDY, SCHEDULE 80 UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. RAIN BIRD XGZ-ICO-PRB-COM MEDIUM PLUS FLOIN DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. I" BALL VALVE WITH " PESB VALVE AND I" PRESSURE REGULATING 40FSI QUICK -CHECK BASKET FILTER. 36PM TO 206PM. VALVES SHALL INCLUDE VIDY, SCHEDULE 80 UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. QTY • i QTY 5 PIPE TRANSITION POINT IN DRIP BOX 11 PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER IN 6" (150MM) DRIP BOX. NETAFIM TL050MFV-1 q AUTOMATIC FLUSH VALVE, 1/2" MALE PIPE THREAD. PSI 30 KEY MAP SEE SHEET Jwt- FOR IRRIGATION NOTES, CALCS & OVERALL SCHEDULE Uj Uj f� 2 FOR IRRIGATION SPECIFICATIONS W_ LU Y CD IRRIGATION SCHEDULE SYMBOL 1402 1408 14 * t @ 1401 1404 SYMBOL Is 0 r MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD RW5-15-G-50GK ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 56.0" LONG WITH L.OGKIN6 GRATE, SEMI-RIGID MESH TUBE. CHECK VALVE AND SAND SOCK. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM. MANUFACTURER/MODEL/DESGR I PT I ON RAIN BIRD XGZ-15.:�)-PRB-COM HIGH FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIAL DRIP ZONES. 1-1/2" PESB VALVE WITH TWO I" PRE55URE REC7ULATIN6 (40P51) QUICK -CHECK BASKET FILTERS. FLOW RANGE: 15-40GPM. VALVES SHALL INCLUDE VIDY, SCHEDULE 80 UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. RAIN BIRD XGZ-ICO-PRB-COM MEDIUM PLUS FLOIN DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. I" BALL VALVE WITH " PESB VALVE AND I" PRESSURE REGULATING 40FSI QUICK -CHECK BASKET FILTER. 36PM TO 206PM. VALVES SHALL INCLUDE VIDY, SCHEDULE 80 UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. QTY • i QTY 5 PIPE TRANSITION POINT IN DRIP BOX 11 PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER IN 6" (150MM) DRIP BOX. NETAFIM TL050MFV-1 q AUTOMATIC FLUSH VALVE, 1/2" MALE PIPE THREAD. PSI 30 KEY MAP SEE SHEET Jwt- FOR IRRIGATION NOTES, CALCS & OVERALL SCHEDULE Uj Uj SHEET 2 FOR IRRIGATION SPECIFICATIONS W_ LU Y CD �.� f IRRIGATION SCHEDULE SYMBOL 1402 1408 14 * t @ 1401 1404 SYMBOL Is 0 r MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD RW5-15-G-50GK ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 56.0" LONG WITH L.OGKIN6 GRATE, SEMI-RIGID MESH TUBE. CHECK VALVE AND SAND SOCK. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM. MANUFACTURER/MODEL/DESGR I PT I ON RAIN BIRD XGZ-15.:�)-PRB-COM HIGH FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIAL DRIP ZONES. 1-1/2" PESB VALVE WITH TWO I" PRE55URE REC7ULATIN6 (40P51) QUICK -CHECK BASKET FILTERS. FLOW RANGE: 15-40GPM. VALVES SHALL INCLUDE VIDY, SCHEDULE 80 UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. RAIN BIRD XGZ-ICO-PRB-COM MEDIUM PLUS FLOIN DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. I" BALL VALVE WITH " PESB VALVE AND I" PRESSURE REGULATING 40FSI QUICK -CHECK BASKET FILTER. 36PM TO 206PM. VALVES SHALL INCLUDE VIDY, SCHEDULE 80 UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. QTY • i QTY 5 PIPE TRANSITION POINT IN DRIP BOX 11 PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER IN 6" (150MM) DRIP BOX. NETAFIM TL050MFV-1 q AUTOMATIC FLUSH VALVE, 1/2" MALE PIPE THREAD. PSI 30 KEY MAP SEE SHEET LI -10 FOR IRRIGATION NOTES, CALCS & OVERALL SCHEDULE N.T.S. SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS RAIN BIRD ARVO50 10 1/2" AIR RELIEF VALVE, MAI:E OF QUALITY RUST -PROOF MATERIALS, W TH A 6.0" DRIP VALVE BOX (SEB 7XB EMIT -ER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMED: OR BLOCKAGE. AREA TO RECEIVE DRIPLINE - RAIN BIRD XF5-0q-24 (24) (2) 26,701 S.F. XFS SUB -SURFACE PRESSURE= COMPENSATING LANDSCAPE DRIPLINE W/CGPPER SHIELD TECHNOLOGY. O.gGPH EMITTE=RS AT 24.0" O.G. DRIPLINE LATERALS SPACED AT 24.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SYMBOL MANUFACTURER/MODEL/DEE(" RI PTI ON QTY RAIN BIRD FEB -PRS -D 1", 1-1/211,21' PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILI-Y, GLOBE CONFIGURATION. WITH PRE5`:­URE REGULATOR MODULE. VALVES SHALL INCLUDE VIDY, SCHEDULE 80 UNION AND 5,ALL VALVE ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. 0 RAIN BIRD 44 -LRC 5 I" BRASS QUICK-COUPLIN(S, VALVE, WITH CORROSION -RESISTANT STA NLE55 STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2 -PIECE BODY. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 5,800 L.F. PVC SCHEDULE 40 IRRIGATION PIPE. ........... .' ..... .......... IRRIGATION MAINLINE: PVC :)CHEDULE 40 1,161 L.F. PVG SCHEDULE 40 TO 1-1/2', PVC, GLASS 315 SDR 13.5 FOR PIPES 2" ANG LARGER. — -- --- — -- -- — --- PIPE SLEEVE: PVC SCHEDULE- 40 1201.3 L.F. Valve Collout Valve Number Valve Flow Valve Size LU O W Q W lLU 2 I- 0 Z SII a it d c a p e D e e I p ri e n t 02 5 c rt aker eId, IIfor is 93308 Phon 6 6 5 0 9 0 Fax 66 2 4 - 5 0 9 4 .xm.�ands velop om t�'•eh a •ed fc r 10000 STOCKDA_= HWI SUITE #300 EIMERSF E _D, CA 93311 (661)364-6521 G r-- \+ C) t J - LU r.• W Q c LL Lo --.. LU Y CD �.� mU_ U G Y U u n u r 0 z z I 0 DRAWING TITLE: IRRIGATION PLAN Know what's below. Call before you dig. II DATE: 12.17.201 E1 II SCALE: 1"::20'-0" DRAWN BY: CB R: JOB NUMBER.: - SHEET: LI -3 SHEET 4 OF 27 TRACT #7255, 7256 a 7:'57- HIGHGATE LMD " .t z z Know what's below. Call before you dig. SEE SHEET LI -10 FOR IRRIGATION NOTES, CALCS & OVERALL SCHEDULE SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS KEY MAP IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION 1402 1408 M 8 RAIN BIRD RWS-B-C-SOCK tool laoa ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0" LONG WITH LOCKING GRATE, SEMI -RIG ID MESH TUBE. CHECK VALVE AND SAND SOCK. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM. SYMBOL MANUFAGTURER/MODEL/DESCRIPT:ON 19 RAIN BIRD XCZ-150-PRB-COM RAIN BIRD XF5-09-24 (24) (2) HIGH FLOW CONTROL ZONE KIT, FOR LARGE BAKERSFIELD, CA 53311 COMMERCIAL DRIP ZONE -6.1-11:2" PE515 VALVE m WITH TWO I" PRESSURE REGULATING (401`51) LANDSCAPE DRIPLINE W/COPPER SHIELD QUICK -CHECK BASKET FILTERS. FLOW RANGE: 15-40G1`M. VALVES SHALL INCLUDE VIDY, SCHEDULE 50 UNION AND BALL VALVE DRIPLINE LATERALS SPACED AT 24.0" APART, ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. B RAIN BIRD XGZ-100-PRS-COM PATTERN, UV RESISTANT. MEDIUM PLUS FLOW DRIP CONTROL KIT FOR 5YMB0L COMMERCIAL APPLICATIONS. I" BALL VALVE QTY WITH I" FE55 VALVE AND I" PRESSURE RAIN BIRD 44 -LRC REGULATING 40P51 QUICK -CHECK BASKET FILTER. 36PM TO 20GPM. VALVES SHALL Q INCLUDE VIDY, SCHEDULE 50 UNION AND BALL CORR0510N-RE515TANT STAINLESS STEEL VALVE A55EMBLY PER CITY OF BAKERSFIELD _ Z STANDARDS. P'PE TRANSITION POINT IN DRIP BOX COVER, AND 2 -PIECE BODY. PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RI5ER IN 6' (15OMM) DRIP BOX. ��11 T NETAFIM TLO5OMFV-I F- AUTOMATIC FLUSH VALVE, 1/2" MALE PIPE THREAD. (61 RAIN BIRD ARV050 AIV 1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST -PROOF MATERIALS, WITH A 6.0" DRIP 1", 1-1/2", 2" PLASTIC INOU5TRIAL VALVES. LOW VALVE BOX (5E5 7XB EMITTER BOX). USE WITH INSTALLATION BELOW 501L. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS CONFIGURATION. WITH SCRUBBER TECHNOLOGY PREVENTING WATER HAMMER OR BLOCKAGE. QTY PSI 222 30 OTY 3 25 24 I6 N.T.S. preparsJ for: AREA RECEIVE DRIPLINE _ RAIN BIRD XF5-09-24 (24) (2) 60,024 S.F. BAKERSFIELD, CA 53311 XF5 5UB-5URFACE PRESSURE COMPENSATING m I- LANDSCAPE DRIPLINE W/COPPER SHIELD TECHNOL06Y. 0.9GPH EMITTERS AT 24.0" O.G. 06 DRIPLINE LATERALS SPACED AT 24.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR Lu Lr') J CV PATTERN, UV RESISTANT. _U r- W 5YMB0L MANJFACTURER/MODEL/DESCRIPTION QTY 0 RAIN BIRD 44 -LRC 7 I" BRA55 QUICK -COUPLING VALVE, WITH Q U CORR0510N-RE515TANT STAINLESS STEEL Im _ Z 5PRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2 -PIECE BODY. MATCO-NORCA 7105 PVC WHITE BALL VALVE FOR 5CH 40 AND SCH F- 80 PIPE, SOLVENT SLIP ENDS WITH "T" HANDLE, SAME SIZE AS MAINLINE, 1/2" -0 4". AIV RAIN BIRD PE5B I" 1", 1-1/2", 2" PLASTIC INOU5TRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. CONTRACTOR TO LJLJ USE BLUE COLORED WIRE FROM VALVE TO CONTROLLER, PLACE IN51DE I" SCHEDULE GO CONDUIT. BF FEBGO 525Y I" REDUCED PRESSURE BACKFLOW PREVENTER INSTALLED IN A STRONGBOX 55BC-4655 SMOOTH TOUGH STAINLESS STEEL ENC-051URE W/ FREEZE BLANKET AND COMBO LOCK (P55-45) v RAIN BIRD E5P12-XMEF WITH (02) E5PLXM5MI2 I 36 STATION COMMERCIAL CONTROLLER. PLASTIC WALL MOUNT, FLOW SENSING. d FLOW SENSOR I DATA INDUSTRIAL IR220P W/ PAIGE P7162D-A-REV5 16 AWG/ I PAIR GABLE F5 FLOW SENSOR I DATA INDUSTRIAL IR22OF W/ PA16E P71620 -A -REVS 16 ANO/ I PAIR GABLE ® RAIN BIRD LIGHT COMMERCIAL PUMP STATION I 3/4HP, IHP, 1-1/2HP, 2HP, AND 3HP. RE50ENTIAL, LIGHT COMMERCIAL, PARKS AND REG USE. COMPLETE PUMP STATION, WITH QUICK DISCONNECTION, POWDER COATED STEEL ENCLOSURE, START RELAY AND COOLING LOUVRES. FI EZ-FLO FERTILIZING SYSTEMS EZOIO-FX I ONE SYSTEM FEEDS ALL ZONES, DR'P OR SPRINKLER. USED FOR SMALLER COMMERCIAL LANDSCAPES, RESIDENTIAL, HOA'S, MODEL HOMES, AND GROWER APPLICATIONS. INSTALL DIRECTLY IN THE IRRIGATION 5Y5TEM MAIN LINE AFTER THE BACK FLOW PREVENTER. TANK CAPACITY: 9.4 G lJ WATER METER 1-1/2" 1 -- "' IRRIGATION LATERAL LINE: PVC SCHEDULE 40 6,142 L.F. PVC SCHEDULE 40 IRRIGATION PIPE. """"" ---------""""' .......... IRRIGATION MAINLINE: PVC 50HEOULE 40 1,062 L.F. PVC SCHEDULE 40 TO 1-1/2", PVC GLASS 315 5DR 13.5 FOR PIPES 2" AND LARGER. .......................... _. _ _...................._ _ --. . PIPE SLEEVE: PVC SCHEDULE 40 458.1 L.F. N.T.S. preparsJ for: 10000 STCCKDALE HWY SUITE #300 BAKERSFIELD, CA 53311 (661)664-6521 m I- N 06 (c) Lu Lr') J CV _U r- W x L0 Q q LL �J) N [ifr- 2 Q U Im _ Z DRAWING TITLE: IRRIGATION PL/"N DATE: 12. 17.2015 SCALE: 1'::20'-0" DRAWN BY: CB F F JOB NUMBER: - SHEET: L 1-4 SHEET 5 OF 27 TRACT #7255 7256 & `257- 1-1 3HGATE LMD m x Q ui F- G LJLJ v d a DRAWING TITLE: IRRIGATION PL/"N DATE: 12. 17.2015 SCALE: 1'::20'-0" DRAWN BY: CB F F JOB NUMBER: - SHEET: L 1-4 SHEET 5 OF 27 TRACT #7255 7256 & `257- 1-1 3HGATE LMD ' ' SEE SHEET U-7 �TCHLINE N ::::::::::....................................... :..; :..... :... .,:.. ,...,Y.. , ..>:... .a x..::., :.,. . r.... _..,..>:,.,. ._,.. .:�r,ff. .... .a .r/, f ,r,/ f,.f. -.:.. ...................... .. ..f/f :. .....r ..r ..... .. ........... ...:. .. ..., r,: ,.:.::.::,..: ::..: ,..:.,..;r ,:4 /. rrr .��,.r:r�:.:. .. ... 'y� /� ........ ., r .......... ......... ...,. .:...r .. .:..:. .3..... ...... 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MATCHLINE'O' SEE SHEET LI -6 IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DE50RIPTION 1402 1408 M * S H RAIN BIRD RWS-B-G-SOCK 1401 1404 ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0" LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE. CHECK VALVE AND SAND SOCK. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1405 2.0 GPM. MANUFACTURER/MODEL/DESCR I PT ION RAIN BIRD XCZ-150-PR15-COM HIGH FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIAL DRIP ZONES. 1-1/2" PE56 VALVE WITH TWO I" PRE551JRE REGULATING (40P51) QUICK -CHECK BASKET FILTERS. FLOW RANGE: 15-406PM. VALVES SHALL INCLUDE VIDY, SCHEDULE 50 UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKERSFIELD 5TANDARD5, RAIN BIRD XGZ-100-PR5-COM MEDIUM PLUS FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. I" BALL VALVE WITH I" PE55 VALVE AND I" PRESSURE REGULATING 4OP51 QUICK -CHECK BASKET FILTER. 3GPM TO 20GPM. VALVES SHALL INCLUDE VIDY, SCHEDULE 60 UNION AND BALL VALVE A55EMBLY PER CITY OF BAKERSFIELD STANDARDS. PIPE TRAN51TION POINT IN DRIP BOX PIPE TRANSITION P INT FROM PVC LATERAL TO O SE IN 6 (15OMM) DRIP WITH RI R " I MM DRIP TUBING ( BOX. NETAFIM TLO5OMFV-I AUTOMATIC LUSH F VALVE 1/2" MALE PIPE THREAD. RAIN BIRD ARV050 1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST -PROOF MATERIALS, WITH A 6.0" DRIP VALVE BOX (5EB 7XB EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOCKAGE, RAIN BIRD ARVO50 1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST -PROOF MATERIALS, WITH A 6.0" DRIP VALVE BOX (5EB iXB EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOCKAGE. AREA TO RECEIVE DRIPLINE RAIN BIRD XF5-01-24 (24) (2) XF5 5U5-5URFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE W/COPPER SHIELD TECHNOLOGY. OA&PH EMITTERS AT 24.0" O.G. DRIPLINE LATERALS 5PACED AT 24.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SYMBOL MANUFACTURER/MODEL/DESCRIPTION LI -10 RAIN BIRD PEB-PRS-D IRRIGATION 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW SEE FLOW OPERATING CAPABILITY, GLOBE LS -1 CONFIGURATION. WITH PRESSURE REGULATOR IRRIGATION MODULE. VALVES SHALL INCLUDE VIDY, .,� SCHEDULE 80 UNION AND BALL VALVE A55EMBLY PER CITY OF BAKERSFIELD J STANDARDS. 0 RAIN BIRD 44 -LRC C� ,.� I" BRA55 QUICK -COUPLING VALVE, WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER -� COVER, AND 2 -PIECE BODY. 6 SHUT OFF VALVE 2" APOLLO 122T GATE VALVE. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PVC SCHEDULE 40 IRRIGATION PIPE. LL IRRIGATION MAINLINE: PVC SCHEDULE 40 1 PVC 50HEDULE 40 TO 1-1/2", PVC CLA55 515 SDR 15.5 FOR PIPES 2" AND LARGER. ::::.::.: --- .::.::::: ..:::. PIPE SLEEVE: PVC SCHEDULE 40 Valve Callout ...._..................... ..a_...,,,_.... Valve Number !! i;`� # „ if ...... 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DRAIVING TITLE:: IRRIGATION PLAN �S�E �n M �pC' -669 oven her 30, 2 )17 I .-P. Dete 4 9 -F cxy, � DATE: 12.17.2016 SCALE: 1"=20'-O" DRAWN BY: Cs FF JOB NUMBER: - SHEET: SHE_:T 6 OF 27 TRACT 47255, '256 & 7257- HIGHGATE LMD Cdi.d s3 ij I : r Ale. 10000 STOCKDA-E HVP SUITE #300 EAKERSF ELD, CA 93311 (661 664-6521 L') .1 t€,� CV r— .,� _ (0 o(V� J LU r- LIJ rr, LL Lo Q C� ,.� ANT LJj ?* m -� CL f— DRAIVING TITLE:: IRRIGATION PLAN �S�E �n M �pC' -669 oven her 30, 2 )17 I .-P. Dete 4 9 -F cxy, � DATE: 12.17.2016 SCALE: 1"=20'-O" DRAWN BY: Cs FF JOB NUMBER: - SHEET: SHE_:T 6 OF 27 TRACT 47255, '256 & 7257- HIGHGATE LMD U 1 L a 0 i i f/1 W F— O Z Z O LA Uj DRAIVING TITLE:: IRRIGATION PLAN �S�E �n M �pC' -669 oven her 30, 2 )17 I .-P. Dete 4 9 -F cxy, � DATE: 12.17.2016 SCALE: 1"=20'-O" DRAWN BY: Cs FF JOB NUMBER: - SHEET: SHE_:T 6 OF 27 TRACT 47255, '256 & 7257- HIGHGATE LMD 44) � ����..'.>l.�.�:`'.�3..��.i•� '`fes%Y 0000 S DCKDLLE HWV SUITE #300 j i%�>' :YF/3 Fir ,�/!,',.I/', J, :/%Q; :.:::::!: :_':.::'::i:v (66" 664-6521 CN N r- 06 0 Ji�r�+Hf:i �F f. C? (0 2 LLJ �N� z_ » .._............ ....... ... .__._-H_ LO C) Z W CN = Y Q) m U � Q »., mm, ------- ---- -- --- ......... nr v/ 0 f LIJ N ---_ Z�....:..::_._.. U------------_--------- ---------- ........ 0 . • sJ H IGHCLERE WAY PRIVATE LANDSCAPED AFkEA L�-L 1 MST-p� V0 KEY MAP IRRIGATION SCHEDULE 5YMB0L MANUFACTURER/MO12EL/DE5CRIPTION QTY P51 1402 1408 �5 * S8 RAIN BIRD RW5-B-C-SOCK g7 30 1401 1404 ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0" LONG WITH LOCKING GRATE, SEMI-RIGID ME5H TUBE. CHECK VALVE AND SAND SOCK. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1,0 GPM, 1408 2.0 GPM. SYMBOL MANUFAGTURER/MODEL/DESGRI TION QTY RAIN BIRD XCZ-150-PRS-COM 3 -- ----- .. -= H16H FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIAL DRIP ZONES. 1-1/2" PESB VALVE = `-=--``-----WITH TWO 1" PRE55URE REGULATING (40F51) W QUICK HECK BASKET FILTERS. FLOW RANGE: - ......_._-^ __._T � 15-406PM. VALVES SHALL INCLUDE VIDY, 50H'EMLE 80 UNION AND BALL VALVE ^ ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. W 8 RAIN BIRD XGZ-100-PRIB-COM 3 MEDIUM PLUS FLOW DRIP CONTROL KIT FOR W COMMERCIAL APPLICATIONS. I" BALL VALVE -. _.._...._ ._............ WITH I" PESB VALVE AND I" PRE55URE - REGULATING 40P51 QUICK -CHECK BASKET FILTER. 36PM TO 206PM. VALVES SHALL - -- _^^ — INCLUDE VIDY, SCHEDULE 80 UNION AND BALL --- _j VALVE ASSEMBLY PER CITY OF BAKERSFIELD 79 W STANDARDS. Z PIPE TRANSITION POINT IN DRIP BOX 20 PIPE TRANSITION POINT FROM PVC, LATERAL TO DRIP TUBING WITH RISER IN 6" (150MM) DRIP � � = BOX. U NETAFIM TL050MFV-1 II -•---"-" -- - � AUTOMATIC FLUSH VALVE, 1/2" MALE PIPE THREAD. .._....._ . __. " — - - RAIN BIRD ARV050 16 --- ..................... 1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST -PROOF MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7XB EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL _.•..-... ALLOW AIR TO ESCAPE THE PIPELINE, THUS - .------"------- -.= PREVENTING WATER HAMMER OR BLOGKA6E. _. RAIN BIRD ARV050 I6 1/2" AIR RELIEF VALVE, MADE OF QUALITY RU5T-PROOF MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7XB EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THIr VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOCKAGE. AREA TO RECEIVE DRIPLINE - RAIN BIRD XF5-0q-24 24 2 27,56q S.F. .................... XFS SUB -SURFACE PRESSURE COMPEN5AT 6 LANDSCAPE DRIPLINE YS/COPPER SHIELD TECHNOLOGY. O.gGPH EMITTERS AT 24.0" O.G. DRIPLINE LATERALS SPACED AT 24.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SYMOOO�L MANUFACTURER/MODEL/DE50RIPTION QTY �7 RAIN BIRD PEB-PR5-D 2 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRE551,RE REGULATOR MODULE. VALVES SHALL INCLUDE VIDY, SCHEDULE 80 UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. 0 RAIN BIRD 44 -LRC 5 I" BRA55 QUICK -COUPLING VALVE, WITH CORROSION -RESISTANT 5TAINLE55 STEEL 5PRIN6, LOCKING THERMOPLASTIC RUBBER COVER, AND 2 -PIECE BODY. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 4,664 L.F. PVC SCHEDULE 40 IRRIGATION PIPE. IRRIGATION MAINLINE: PVC 5CHEDU'LE 40 586.3 L.F. PVC SCHEDULE 40 TO 1-1/2", PVC GLASS 315 SDR 13.5 FOR PIPES 2" AND LARGER. - - - - - - -- PIPE SLEEVE: PVC SCHEDULE 40 156.8 L.F. Valve Callout '» Valve Number ti # _., .._ .. Valve Flow . » Valve Size SEE SHEET LI -10 FOR IRRIGATION NOTES, CALLS & OVERALL SCHEDULE SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS N.T.S. i Know what's below. Call before you dig. - prer�rea fo 0000 S DCKDLLE HWV SUITE #300 BAKERSFIELD, CQ 93311 (66" 664-6521 CN N r- 06 0 C? (0 2 LLJ �N� QU_ LO C) Z W CN = Y Q) m U � Q r m Y x U ui a 0 f Luw I.- 0 LDz D) , O DRAWING TITLE:: IRRIGATK' N PLAN , DSp� �0. �. v, Dau Q j 'ovejaZ 30, 017 9TH, ;_ p �� 0•x'1 ,�F CALF DATE: 12.17.2016 SCALE: V=20' -O" DRAWN BY: CB RF JOB NUMBER: - SHEET: 1. l -I0 SHEET 7 OF 27 TRACT #7255, 7256 & 7257- H SHGATE LMD r 11 nre ared f 3 10000 STOCKDA—E HM!✓ SUITE #300 EAKERSF ELD, CA 93311 (6611664-6521 r� ...... ;;,G. //1, Vii:'%i"u..;. i./% •`, ./ L L(14 !%l` 'Yti E _ CZ .a:........... SHE T K,EY MAP c '. ... ./ :' «:.,...: .f., /1�i6 %.,: ., :.&q�' d��j+. `•s +�:: fJam, G:.' E EE /.' . N / f N /l : H � Ljj _ A LU ; f.' Q .d IRRIGATIONSCHEDULE , G ff O " N is / 2 `n V LU is TY E RIPTION I f✓; , SYMBOL MANUFAGTURER MODEL D SG l .Y. r— 1l �; 02 14CE 1/1-70 ' li�'s • �. /�� -- 1 , _ t /.: BG S G1401 1404 MET R X } . , ... : , ......".,:::....«f.<.,:.....r.: 50 :..:..�. R T ATERINYSTEITH 4DI RAIN IRDRWSRATE SEMI-RIGID36.0 LONG WITH LOGKNG G3 F V MESH TUBE. GHEGK VALVE AND SAND SOCK. »;//"`,` ,' .<;i ;, f _ RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 ,r„ ,,,',,,,.;';;.,:`;:.ry` <. , .,d.< 0.25 GPM, 1402 0.5 GPM, 1404 I.O GPM, 1408 I < ,,� 2.0 GPM. V LDI—LIMIT—OF—WORK E GRIPTION QTY SYMBOL MANUFAGTURER/MODEL _ i= RAIN IR —I —PR GOM 2 t i i' l! A BIRD XGZ 00 B {+ ;,.#;,:,�� ;.�! »il!•i i i : < I ,/J,�f:`:.::.:,.i:.•; ...� : �?s�; ,%�r�d�� MEDIUM PLUS FLOWDRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. I BALL VALVE 11 i t'•: : } :i .S • ti %'',.'/i%rj` W I TH I" PESB VALVE AND I" PRESSURE S't Fv .t 4 P51 QUIG K -HE K BASKET RE ATIN FILTER. .................... t /..... f...,. //.35PM TO 205PM. VALVES SHALL I 11f,/ INCLUDE VIDY, SCHEDULE 80 UNION AND BALL :7 ,rr�/« ,y;-. VALVE ASSEMBLY PER CITY OF BAKERSFIELD #t // ::"' STANDARDS. jim �, ''''� <:»�''d•: !��: ; ,, :;;"' � PIPE TRANSITION POINT IN DRIP BOX q •'"'{' PIPE TRANSITION POINT FROM PVC LATERAL TO i' j/ f � ' � DRIP TUBING WITH RISER IN 6 (150MM) DRIP BOX. :°F i�;'#; 1,.,:,<�.FH� 'fi�.f•»"i,CGr. ,,.l., „.�:v< ��ia'` ";. NETAFIM TLOSOMFV-I 8 `� E 12' MALE PIPS !, `. 4 -�� �j:; y .''; .i. ,:r:. AUTOMATIC FLUSH VALV / THREAD. s ' .. I,:`(,• RAIN BIRD R 50 3 i 'I/2IAIR RELIEF VALVE, MADE OF QUALITYIE 1/� •:�! RU5T—PROOF MATERIALS WITH A 6.0" DRIP lY, I "fa . %,i :, lr:. ..l:': i.: Y.'%.,;: ,..�' ,.,9,x'1..5.;::<::<<;.»;<;:«:�::>:;�::<;».<;,»:.;;«:.«;::::>; EMITTER X USE WITH } �;; ; � ff� ,f�•';1,�, ,.,»�.. ,.�;yY�<:��<:>�;;::<;;><.;:.;:<.;;<;:;..;::;,�«:<:<�;�d::f<:<,::»: VALVE BOX (SEB 7XB EM BOX). /:::;:.;y;::.;fill:;.;,�,�Y/;%fi:;:;.;;fir%>;;::,::;fi;:'r''::1;;:::;`.:jfi: ELOW SOIL. THE VALVE WILL y; » •/j;/'!//i i' f;'% INSTALLATION B '..d f ' ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOCKAGE. ��:. / d'fl�'f,','/,,,.1.,�;F;; 4J:'.�::M�i'J;!::l<: `<"4,kio ' , , / -; < %.' RAIN BIRD ARVO50 { i z : , : f/::'.k>:: t ;' :,<:.!,<:>::;: I/2" AIR RELIEF VALVE MADE OF QUALITY u :i :}j} p WITH A 6.0 DRIP ,.. -� ;�; 1 ,»�' ,»� '... �/ � �:''',:•#:::',:,, RUST PR OF MATERIALS, s f R X E W I TH ' .., •:: • :.:: <,; ,%�;'�1�.:�,;%i /�/1/ ��� J.. .. SEB 7XB EMITTER BO USE y VALVE BOX ( ). f•!1l1 �,: 1,.;'i�..l'�.f�i ,//»>: 1 oII , ` <:,. INSTALLATION BELOW SOIL. THE VALVE WILL •''�.. is/%i l % �/,iJ`:r \ '':.F# ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOCKAGE. , ----................_.............. TO RECEIVE DRIPLI AREA NE RAIN BIRD XFS—Oq-24 (24) 163.5 S.F. XFS SUB SURFACE PRESSURE GOMPENSATIN DRIPLINE W/GOPPER SHIELD TECHNOLOGY. I '• :f {f J ' '%'"% O.gGPH EMITTERS AT 24.0" O.G. LATERALS If f`l f f f/�f 7,'l/ 1; SPACED AT AT 24.0II APART, WITH EMITTERS tst t y OFFSET FOR TRIANGULAR PATTERN. UV [ RESISTANT. SPECIFY XF INSERT FITTINGS. I :: { RAN BIRD XFSAREA TO IOq-224VE 1(24) (2) 15,684 S.F. XFS SUB -SURFACE PRESSURE COMPEN5ATING 1. � LANDSCAPE DRIPLINE W/COPPER SHIELD TECHNOLO(5Y. O.gGPH EMITTERS AT 24.0" O.C. DRIPLINE LATERALS SPACED AT 24.0" APART, V... :>silJ:!1�� :>': WITH EMITTERS OFFSET FOR TRIANGULAR ' PATTERN. UV RESISTANT. /iI'. €' , „% .._ 71 SYMBOL MANUFAGTURER/MODEL/ ESCRIPTIONIN M70A MEN � QTY ryl 0 RAIN BIRD 44—LRC I" BRASS QUI GK—GOUPL I NG VALVE, WITH CORROSION—RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2—PIECE BODY. " » IRRIGATION LATERAL LINE: PVC SCHEDULE 40 2,0g6 L.F. PVC, SCHEDULE 40 IRRIGATION PIPE. -_.-._ --------IRRIGATION MAINLINE: PVC SCHEDULE 40 1-75.3 L.F PVC, SCHEDULE 40 TO 1-1/2", PVC GLASS 515 51;>R 15.5 FOR PIPES 2" AND LARGER. — — — - -- — PIPE SLEEVE: PVCSCHEDULE 40 220.4 L.F. Valve Callout Valve Number Valve Flow # " » Valve Size SEE SHEET LI -10 FOR IRRIGATION NOTES, CALCS & OVERALL SCHEDULE SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS Know what's below. Call before you dig. r x v w r a o -- i I V) W z z 0 D Of DRAVVING TITLE'.: IRRIGATIC N PLAN wU� M 7ti X66 _ l oven her 30, 2 )17 Date DATE:. 12.17.2016 SCALE: 1"=20'—O" DRAWN BY: CB FF JOB NUMBER: — SHEE:T: L.1 -II SHEET 8 OF 27 TRACT #7255, '256 & 7257- HIGHGATE LMD TT / x'ff lr /� r {�< >::•::�.:<':::'r.:rr:..:. d�iroi, �i/.:y ,:J��%�:, .:r✓ ....... , rr :.rttn:;Y'�i' i:br:<.:;vi"y.�%::ii' .. rr»:Y,r„ i f. . ave• 10000 S`'-CKDA.LE HWY SUITE #300 BPI• ERSFIELD, CP 93311 (661)664-652' �� 's -- ---- - ---- Lu <: t w o LO J w I~ LU Id) LL Q VJ._ LIJ Y 4t CD - .. ..- - w..a�„,m ..-_.- ... l a Lij i r ` .4 - Lu \11 i t U) J it - . h - w H A Z E L 3 W I C K DRIVE � II PRIVATE STREET tI- U a .__._._.._.. _--- .,...... _... -._.._..._-- ----- ----- _----------- _. _ ._ .. _--- _.... -_.. I KEY KEY MAP N.T.S. IRRIGATION SCHEDULE SYMBOL MANUFAGTURER/1-100)EL/DE5GRIFTION QTY PSI 1402 1408 • 1ao1 � laoa �Z RAIN BIRD RAS -B -G -SOCK 89 30 ROOT WATERING 5Y5TEM WITH 4.0" DIAMETER X 36.0" LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE. CHECK VALVE AND SAND SOCK. RAIN BIRD BUBBLER OPTION A5 INDICATED: 1401 0.25 GPM, 402 0.5 GPM, 1404 1.0 CFM, 1408 2.0 GPM. NMI iSYMBOL MANUFACTURER/MODEL /DGRIPTIO E N QTY 19 RAIN BIRD XGZ-150-PRB-GDM 2 * HIGH FLOW CONTROL ZONE KIT, FOR LARGE Y' COMMERCIAL DRIP ZONES. I -I/2" PESB VANE r .. f WITH TWO I" PRE55URE REGULATING (401=59 QUICK-GHEGK BASKET FILTERS. FLOW RAN 15-406FM. VALVE5 SHALL INCLUDE VIDY, �, SCHEDULE 80 UNhON AND BALL VALVE ASSEMBLY =ER CITY OF BAKERSF'ELD STANDARDS. B RAIN BIRD XGZ-100-PRD-COM 4 MEDIUM PLUS FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLIGATION5. I" BALL VALVE WITH 1" FE55 VALVE ,AND '" PRESSURE REGULATING 40PS! QUICK -CHECK BASKET FILTER. 3GPM TO 206PM. VALVES SHALL INCLUDE VIDY, SCHEDULE 80 UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKER5F'ELD STANDARDS. PIPE TRANSITION POINT IN DRIP BOX I6 PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER IN 6" (150MM) DRIP BOX. NETAFIM TL050MFV-I 8 ;. AUTOMATIC FLUSH VALVE, I/2" MALE PIPE THREAD. RAIN BIRD ARV050 10 1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST -PROOF MATERIALS, WITH A 6.0" DRIP f VALVE BOX (5E5 -7XB EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE VqILL ALLOW AIR TO ESCAPE THE PIPELINE-, THUS PREVENTING WATER HAMMER OR BLOCKAGE. RAIN BIRD ARV050 10 1/2" AIR RELIEF VALVE, MADE OF QUAL-ITY RU5T-PROOF MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7X5 EMITTER BOX). USE WITH / INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, 71-11;5 J' PREVENTING WATER HAMMER OR BLOCKAGE, AREA TO RECEIVE DRIPLINE EHI RAIN BIRD XFS-09-24 (24) (2) 21,932 S.F. XF5 5UB-SURFACE PRE55URE COMPENSATING LANDSCAPE DRIPLINE W/COPPE-R SHIELD TECHNOLOGY. O.` (SPH EMITTERS AT 24.0" O.G. y��oN DRIPLINE LA7ERAL5 5FAGED AT 24.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR i PATTERN. UV RESISTANT. / f - Y5 .r. �/.:<r<€,..: /o !...r`/J,�,:/�J. /j'�`x.:,< J b/�i l/ --/ /x - ��- •t// / / !<f�::; :Ysy w, ! `:�>//,r i:3:,':�n: / ...,n: :�),, ! :,,, //r J r:r�<s.�f,c=r�. .,�r�:::�. •�.:r.t>`:.Y<!,<::.< .://:..,�. .�:r ,.:daa::..:,... .<:r,>/. / �i:::, `;:.: ./» :, / /' ;;:�r�.:J. , >y.l. /,J�/r�.,, ` �.:. l! /♦, l f SYMBOL MANUFA TURER/MODEL/ DESGRIPTI N OTY r r • ♦ ,r p. F ... .. <: ...:.:..: r, .. r ..... . ....... E ...... »s,»::... :: - / : % �t' f ! r . / ...: ». .. ,,..., .. 1. : /./.,. .,. ..n . ..:. ......:. ..... .. ..... :.... r.... .rr, _.: . /,. f x, /!r, r. r/ ,y / ,r 1 > - - D RD PEB PRS r:. �.:♦r<, , .. .. <./:: .<yrr.,. : �� / J:: r/. � RAIN BI : „ r: LOWRI L VAL2" PLASTIGINDUST / d / r / � , ice, �, � , .! r,x,. ,. s . ✓ ILITY GLOBE W OPERATING GAP B rs J REOULATOR,r �r ,..,...:....r ,.....:..� . x!r;......:... r/ /..,....... / x.,..r,rr �.. . RE T RE ,.... . , ,,..n .: .., :,., ,........., . ,�..: ,....... ,.r..r ,.... , J RAT I O N WI H » ....... �i L.I.. ... :...: rJJY%..<.y. » ... r.:.. :. ..,,... �., .. ,r...... .... . ... /... ... � ... .. :.. %: .,. . . G I DY VA -VE_ SH LLIN VALVE BALL .... �r « /. ..... / .....!�.... ....,... r,... : »..:... J UNION :.r ...r.. rr,.., r :./, .... ,. . ,... :., ,.... ,. . // .=�.1 ,. ,.. SCHEDULE 80 ..: .%. ., .:, r.. .. .. .... „ .. .. .. %%. ... .. . ... /.. .. . r.r .,.Jr E/ <:g '.a 11r� '�! xrr /;. r.,.... :J.,.... r,..::...,r...........,...........:..:::.........:. :....,:...::,...........,...... -R F'ELD nr ,: � !.,,................, ,,..., . �,....... , r,J................ , : ,...,... ,:., ,�, PER G n STANDARDS. .fi,r.v F'! n /.: � r .......... ...... ...:. �......: r. ... r,.. ... ...... ..... <. .. .....,. ,,....:: ». .. ..., ......:..... .:. 1::::... ;k.:?w /.i r?-::: ,%,:': r n'• / / . ,r/rr..r.r.. r J ... ...._.:.... '....:.:..... ...... ....:..,./.............,J.,,.....I. :,._..::....:,1</,..........� ,....r,..,..,:�... � J RAIN B .... rlJ/•r)r!.99. .:.. .._, ....... ...r, .......i/ .,/ f:, ...r... ..: .... r. ,... .rf ............<.. rr <./ /. � :, ,..� ,...f/.. :....,...:........ / ..,..../r :...,....:�... r..... :.,.,r. ,. r r„�',.n ,�/J l r,{:„: ,n. . n,,;f«z s :! a _.. , ,....,.,.............. .......,.. r................._. s,.,x. ....r..,.. ,.:: ,.,...»...r,.. ,,../ ./... ,,.......,... .. ,.....< %....._.»r r�:.....................,... .,F,.........._....:r«.,♦.,....................................,.r :r.- f ,,.rf�..... r, s ! /:r ,.�” -GOU FLINGVTTH VALVE, BRASS QUGK 3 r .n rv. ... :..r, ......,.. ......�. .... r........r.............. ...: ....... ... :... ri ........... lr � r '�. :, .. > l :_ , f. r :: , » ///..:.. ./.. ,.: r :..r... ♦..... ,... ,. 1 , . r /» , , .., / .�. ,:k /= , :,,.r�te. , , 1 , �. r .,;r` /� . I N RESI TA5 TAINLE55 STEEL / f SPRIGLOG THERMOPLASTIC PLAS TIG rrJ ' s J ,l GO R,AN 2 - PIEG E BODY. D Y / pH %' • /.. ,E'z ,.-. - .. : < ;'%' J,�r. f .ri '� !!: � / ! i>�'r �.'�/ Jr E Jff/ ��' ..».,... w. - IRRI ATION LATERAL RAL LI NE PVC SG HG DU'�E40 4,044O 44 L.F. . __...... _..... .._..... . ..r IRRIGATION PIPE. _ PVC SCHEDULE 40 J ... . _ =—-h.... _ _.__. 549.8 L.F. __ ... - 2---j - A5 315 1 IRRIGATION MAINLINE PVG SCHEDULE ra �i.,fe^l In r• , ,<„ _._ G PVG SCHEDULE 40 TO I I/2", P'�/G L f ND L GR !,� / F.::rs n !�� .. lf..ri�' : :�Jl% .J /� fl, :J .�� .,♦ r, ' ... :,: r JJ ..,.. ,. f ., ... �...... / r r ,......, , ..... .... ....:.... .........:.... /.::. J. .... /:..... Y. r,...... / ... r C/ lJ;� ,.r.) .,..y..,.:.6. / //r,:/r /.....:.,,:... lJ �r`.f::!.. nd,. r.r. .,J/... ., ..... ,.r..,..,/..... ..., .:... .../, //l.r .:,.Y..,:Ji./:..............,..<//., r, ...... /./. ..r......................,...�......:..,r.,.,.....:/ 9 ,., . .:...... .................. ..f,, . .::::..r........ :� ....... ...... . _ 322.6 L.F. ,J PIPE SLEEVE PVC SCHEDULE .v j »... ..:f.4.tt .,. r ...:: ,r ........... ...... .. ..... ..v..,..... , . ....:.:r »........ .... .., r/.. ... , r..........r, ........,..r /.n !':v:rr lrr......r /. r ,...... /......�:.. ,r ...,....,.... s/ .............. /:,r::::..: /,.:.. :J i. . <.» r:/.:J� ,.r.» ,:»r r., .. .1,r n, .., ..,, :. E,,.r„ rr•, r , : ii ,1., �' ri ,d:' Valve Co ou u t .. : / .. . r.<. .. .......... .. .r ... .... ....... ....,., ......,.,,fes ........., ... / / ,: .4�s:.,r r , •:< .. s< :<.: :.: ,. . <.;,.,r :_• , , /y>tsz' y rs � valve Number a r : r t .- .�/.. � ,`l/�'%" ,r/, .!y l t�:% ,Y:r �7 /N` .r `,�L ��/:fyJ ...♦/.'i`;'> 2/ Volve Flow , Valve Size SEE SHEET LI -10 FOR IRRIGATION NOTES, CALCS & OVERALL SCHEDULE SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS 10000 S`'-CKDA.LE HWY SUITE #300 BPI• ERSFIELD, CP 93311 (661)664-652' �� 's Q 06 <: t o LO f"� w I~ LU Id) LL Q vY LIJ Y 4t CD m J i r ` .4 - V KEY KEY MAP N.T.S. IRRIGATION SCHEDULE SYMBOL MANUFAGTURER/1-100)EL/DE5GRIFTION QTY PSI 1402 1408 • 1ao1 � laoa �Z RAIN BIRD RAS -B -G -SOCK 89 30 ROOT WATERING 5Y5TEM WITH 4.0" DIAMETER X 36.0" LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE. CHECK VALVE AND SAND SOCK. RAIN BIRD BUBBLER OPTION A5 INDICATED: 1401 0.25 GPM, 402 0.5 GPM, 1404 1.0 CFM, 1408 2.0 GPM. NMI iSYMBOL MANUFACTURER/MODEL /DGRIPTIO E N QTY 19 RAIN BIRD XGZ-150-PRB-GDM 2 * HIGH FLOW CONTROL ZONE KIT, FOR LARGE Y' COMMERCIAL DRIP ZONES. I -I/2" PESB VANE r .. f WITH TWO I" PRE55URE REGULATING (401=59 QUICK-GHEGK BASKET FILTERS. FLOW RAN 15-406FM. VALVE5 SHALL INCLUDE VIDY, �, SCHEDULE 80 UNhON AND BALL VALVE ASSEMBLY =ER CITY OF BAKERSF'ELD STANDARDS. B RAIN BIRD XGZ-100-PRD-COM 4 MEDIUM PLUS FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLIGATION5. I" BALL VALVE WITH 1" FE55 VALVE ,AND '" PRESSURE REGULATING 40PS! QUICK -CHECK BASKET FILTER. 3GPM TO 206PM. VALVES SHALL INCLUDE VIDY, SCHEDULE 80 UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKER5F'ELD STANDARDS. PIPE TRANSITION POINT IN DRIP BOX I6 PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER IN 6" (150MM) DRIP BOX. NETAFIM TL050MFV-I 8 ;. AUTOMATIC FLUSH VALVE, I/2" MALE PIPE THREAD. RAIN BIRD ARV050 10 1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST -PROOF MATERIALS, WITH A 6.0" DRIP f VALVE BOX (5E5 -7XB EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE VqILL ALLOW AIR TO ESCAPE THE PIPELINE-, THUS PREVENTING WATER HAMMER OR BLOCKAGE. RAIN BIRD ARV050 10 1/2" AIR RELIEF VALVE, MADE OF QUAL-ITY RU5T-PROOF MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7X5 EMITTER BOX). USE WITH / INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, 71-11;5 J' PREVENTING WATER HAMMER OR BLOCKAGE, AREA TO RECEIVE DRIPLINE EHI RAIN BIRD XFS-09-24 (24) (2) 21,932 S.F. XF5 5UB-SURFACE PRE55URE COMPENSATING LANDSCAPE DRIPLINE W/COPPE-R SHIELD TECHNOLOGY. O.` (SPH EMITTERS AT 24.0" O.G. y��oN DRIPLINE LA7ERAL5 5FAGED AT 24.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR i PATTERN. UV RESISTANT. / f - Y5 .r. �/.:<r<€,..: /o !...r`/J,�,:/�J. /j'�`x.:,< J b/�i l/ --/ /x - ��- •t// / / !<f�::; :Ysy w, ! `:�>//,r i:3:,':�n: / ...,n: :�),, ! :,,, //r J r:r�<s.�f,c=r�. .,�r�:::�. •�.:r.t>`:.Y<!,<::.< .://:..,�. .�:r ,.:daa::..:,... .<:r,>/. / �i:::, `;:.: ./» :, / /' ;;:�r�.:J. , >y.l. /,J�/r�.,, ` �.:. l! /♦, l f SYMBOL MANUFA TURER/MODEL/ DESGRIPTI N OTY r r • ♦ ,r p. F ... .. <: ...:.:..: r, .. r ..... . ....... E ...... »s,»::... :: - / : % �t' f ! r . / ...: ». .. ,,..., .. 1. : /./.,. .,. ..n . ..:. ......:. ..... .. ..... :.... r.... .rr, _.: . /,. f x, /!r, r. r/ ,y / ,r 1 > - - D RD PEB PRS r:. �.:♦r<, , .. .. <./:: .<yrr.,. : �� / J:: r/. � RAIN BI : „ r: LOWRI L VAL2" PLASTIGINDUST / d / r / � , ice, �, � , .! r,x,. ,. s . ✓ ILITY GLOBE W OPERATING GAP B rs J REOULATOR,r �r ,..,...:....r ,.....:..� . x!r;......:... r/ /..,....... / x.,..r,rr �.. . RE T RE ,.... . , ,,..n .: .., :,., ,........., . ,�..: ,....... ,.r..r ,.... , J RAT I O N WI H » ....... �i L.I.. ... :...: rJJY%..<.y. » ... r.:.. :. ..,,... �., .. ,r...... .... . ... /... ... � ... .. :.. %: .,. . . G I DY VA -VE_ SH LLIN VALVE BALL .... �r « /. ..... / .....!�.... ....,... r,... : »..:... J UNION :.r ...r.. rr,.., r :./, .... ,. . ,... :., ,.... ,. . // .=�.1 ,. ,.. SCHEDULE 80 ..: .%. ., .:, r.. .. .. .... „ .. .. .. %%. ... .. . ... /.. .. . r.r .,.Jr E/ <:g '.a 11r� '�! xrr /;. r.,.... :J.,.... r,..::...,r...........,...........:..:::.........:. :....,:...::,...........,...... -R F'ELD nr ,: � !.,,................, ,,..., . �,....... , r,J................ , : ,...,... ,:., ,�, PER G n STANDARDS. .fi,r.v F'! n /.: � r .......... ...... ...:. �......: r. ... r,.. ... ...... ..... <. .. .....,. ,,....:: ». .. ..., ......:..... .:. 1::::... ;k.:?w /.i r?-::: ,%,:': r n'• / / . ,r/rr..r.r.. r J ... ...._.:.... '....:.:..... ...... ....:..,./.............,J.,,.....I. :,._..::....:,1</,..........� ,....r,..,..,:�... � J RAIN B .... rlJ/•r)r!.99. .:.. .._, ....... ...r, .......i/ .,/ f:, ...r... ..: .... r. ,... .rf ............<.. rr <./ /. � :, ,..� ,...f/.. :....,...:........ / ..,..../r :...,....:�... r..... :.,.,r. ,. r r„�',.n ,�/J l r,{:„: ,n. . n,,;f«z s :! a _.. , ,....,.,.............. .......,.. r................._. s,.,x. ....r..,.. ,.:: ,.,...»...r,.. ,,../ ./... ,,.......,... .. ,.....< %....._.»r r�:.....................,... .,F,.........._....:r«.,♦.,....................................,.r :r.- f ,,.rf�..... r, s ! /:r ,.�” -GOU FLINGVTTH VALVE, BRASS QUGK 3 r .n rv. ... :..r, ......,.. ......�. .... r........r.............. ...: ....... ... :... ri ........... lr � r '�. :, .. > l :_ , f. r :: , » ///..:.. ./.. ,.: r :..r... ♦..... ,... ,. 1 , . r /» , , .., / .�. ,:k /= , :,,.r�te. , , 1 , �. r .,;r` /� . I N RESI TA5 TAINLE55 STEEL / f SPRIGLOG THERMOPLASTIC PLAS TIG rrJ ' s J ,l GO R,AN 2 - PIEG E BODY. D Y / pH %' • /.. ,E'z ,.-. - .. : < ;'%' J,�r. f .ri '� !!: � / ! i>�'r �.'�/ Jr E Jff/ ��' ..».,... w. - IRRI ATION LATERAL RAL LI NE PVC SG HG DU'�E40 4,044O 44 L.F. . __...... _..... .._..... . ..r IRRIGATION PIPE. _ PVC SCHEDULE 40 J ... . _ =—-h.... _ _.__. 549.8 L.F. __ ... - 2---j - A5 315 1 IRRIGATION MAINLINE PVG SCHEDULE ra �i.,fe^l In r• , ,<„ _._ G PVG SCHEDULE 40 TO I I/2", P'�/G L f ND L GR !,� / F.::rs n !�� .. lf..ri�' : :�Jl% .J /� fl, :J .�� .,♦ r, ' ... :,: r JJ ..,.. ,. f ., ... �...... / r r ,......, , ..... .... ....:.... .........:.... /.::. J. .... /:..... Y. r,...... / ... r C/ lJ;� ,.r.) .,..y..,.:.6. / //r,:/r /.....:.,,:... lJ �r`.f::!.. nd,. r.r. .,J/... ., ..... ,.r..,..,/..... ..., .:... .../, //l.r .:,.Y..,:Ji./:..............,..<//., r, ...... /./. ..r......................,...�......:..,r.,.,.....:/ 9 ,., . .:...... .................. ..f,, . .::::..r........ :� ....... ...... . _ 322.6 L.F. ,J PIPE SLEEVE PVC SCHEDULE .v j »... ..:f.4.tt .,. r ...:: ,r ........... ...... .. ..... ..v..,..... , . ....:.:r »........ .... .., r/.. ... , r..........r, ........,..r /.n !':v:rr lrr......r /. r ,...... /......�:.. ,r ...,....,.... s/ .............. /:,r::::..: /,.:.. :J i. . <.» r:/.:J� ,.r.» ,:»r r., .. .1,r n, .., ..,, :. E,,.r„ rr•, r , : ii ,1., �' ri ,d:' Valve Co ou u t .. : / .. . r.<. .. .......... .. .r ... .... ....... ....,., ......,.,,fes ........., ... / / ,: .4�s:.,r r , •:< .. s< :<.: :.: ,. . <.;,.,r :_• , , /y>tsz' y rs � valve Number a r : r t .- .�/.. � ,`l/�'%" ,r/, .!y l t�:% ,Y:r �7 /N` .r `,�L ��/:fyJ ...♦/.'i`;'> 2/ Volve Flow , Valve Size SEE SHEET LI -10 FOR IRRIGATION NOTES, CALCS & OVERALL SCHEDULE SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS r 10000 S`'-CKDA.LE HWY SUITE #300 BPI• ERSFIELD, CP 93311 (661)664-652' �� F- LO Q 06 Q0 o LO f"� w I~ LU Id) LL Q LIJ Y 4t CD m J i r m = i V iii a 0 I ui w 0 Z z 0 ui Know what's below. Call before you dig. DRAWING TITLE: PLANTING PLAN —1 t L. r� Dat. � N,) : --tuber 1 1, 2017 ti C r:Lx DATE: '2.17.2016 SCALE. 1 "=2C 0" DRAWN BY: -B RF JOB NUAPBER: - SHEET: U-8 SHEET 9 OF 27 TRACT #72 », 725E :3 725 7 HIGHGATE LMC KEY MAP IRRIGATION SCHEDULE ......................................................................................................................................................-.................I........................... SYMBOL MANUFAGTURER/MO0EL/DE5GRIPTION 1402 1408 ,& * S 8 RAIN BIRD RW5-13-C-SOCK 1401 1404 ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 56.0" LONG WITH LOCKIN6 &RATE, SEMI-RIGID MESH TUBE. CHECK VALVE AND SAND SOCK. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, 1402 OS GPM, 1404 1.0 GPM, 1408 2.0 GPM. 5YM50L MANUFACTURE?/MODEL/DESCRIPTION B RAIN BIRD XCZ-100-PRB-COM MEDIUM PLUS FLOW DRIP CONTROL KIT FOR GOMMERGIAL APPLICATIONS. I" BALL VALVE W TH I" PESB VALVE AND I" PRESSURE REGULATING 4OPS1 QUICK -CHECK BASKET FILTER. 56PM TO 20&PM. VALVES SHALL INCLUDE VIDY, 50HEDULE 50 UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. PIPE TRANSITION POINT IN DRIP BOX PIPE TRANSITION POINT FROM PVC, LATERAL TO DRIP TUBING WITH RISER IN 6" (15OMM) DRIP BOX. NETAFIM TL050MFV-1 AUTOMATIC, FLUSH VALVE, 1/2" MALE PIPE THREAD. RAIN BIRD ARV050 1/2" AIR RELIEF VALVE, MADE OF QUALITY RU5T-PROOF MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB -1X5 EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THL15 PREVENTIN6 WATER HAMMER OR 15LOGKA6E. RAIN BIRD ARVO50 1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST -PROOF MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB '7X5 EMITTER BOX), USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOGKA&E. AREA RECEIVE DRIPLINE RAIN BIRD XFS-Og-24 (24) (2) XF5 SUB -SURFACE PRE55URE COMPENSATING LANDSCAPE DRIPLINE W/COPPER SHIELD TECHNOLOGY. O.q&PH EMITTERS AT 24.0" O.G. DRIPLINE LATERALS SPACED AT 24.0" APART, ►KITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SYMBOL MANUFAGTURER/MODEL/DE5GRIPTION RAIN BIRD PED-PR5-D 1", 1-1/2",2" PLASTIC, INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE. VALVES SHALL INCLUDE VIDY, 5GHEDULE 50 UNION AND BALL VALVE ASSEMBLY PER CITY OF BAKERSFIELD STANDARDS. 0 RAIN BIRD 44 -LRC, I" 5RA55 QUICK -COUPLING VALVE, WITH CORRO5I0N-RE515TANT 5TAINLE55 STEEL SPRIN6, LOCKING THERMOPLASTIC RUBBER COVER, AND 2 -PIECE BODY. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PVC SCHEDULE 40 IRR16ATION PIPE. IRRIGATION MAINLINE: PVC, SCHEDULE 40 PVC SCHEDULE 40 TO 1-1/2", PVC, CLAS5 315 5DR 13.5 FOR PIPES 2" AND LARGER. ... .............. .... .... .- - - _.... .. PIPE SLEEVE: PVC, SCHEDULE 40 vow" Conout r— _ -- -- ------- ..__----------- --- ,. . -------- r-Al -- - INV 3/4' ------ -n _- ---- --- ... .._...-_-_ . PEMBERLEY PASSAGE AVE. PRIVATE STREET __ ..0 ... _ _.......... ------------ ---....... __---------- _--..... . ..... - -- - ------- - - - - - ---------- ....... . . ......... . .. . ........... — - - --------- . .......... . .. # T __..._... .. ..... .... .........v..._....- _ .... 01 "f4 m 5 5 �-j 3 10,301 S.F. QTY I 8 20-72 L.F. glclb L.F. 504.5 L.F. N.T.S. 4-1 Know what's below. Call before you dig. prep fired fo- 1 )000 STOCKDA-= HW( SUITE #300 BAK=RSF 11D, CA 93311 (661)364-6521 1' r -- LO c\1 r -- L) --U cxj r) 1.0 J (V LU r- . UJ LL- Io Ln of 04Uj _ 0¢0 U Q I)RAWING 'TITLE:; IRRIG,A"F1 IV PLAN VJ oN erl x -r 30, 2 ( 1 , F Dace O�� OF CALN� DATE: 12.17.2016 SCALE: V=20' -O" DRAWN BY: CB R7 JOB NUMBER: - SHEET: U-9 >HEE:T 10OF 27 TRACT #7255, 7256 &''57-HI,-HGATE LMD cared _ r: GENERAL IRRIGATION NOTES VALVE SCHEDULE el a X '110 10000 £ 1 OC KD aLE HVb Y SUITE #300 H \,<ERSF HELD, CA 93311 IRRIGATION SCHEDULE Q LO A..............................-..... MUNICIPALLL LOCAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY .............................................................................................................................................................................................................................. .................................. U ........................ _.........................................................................-.............. ._...........- _ J N INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. NUMBER MODEL SIZE TYPE WIRE PSI PSI 9 POG GPM HEAD ELEV VALVE ELEV PRECIP SYMBOL MANUFACTURER/MODEL/DESCR PTION QTY PSI 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING A-1 RAIN BIRD XGZ-100-FRB-COM I" AREA FOR DRIPLINE 40.62 66.15 10.42 5.00 ft 10.00 ft 0.3q in/h 1402 1408 WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE A-2 RAIN BIRD XGZ-150-PRO-COM 1-1/2" AREA FOR DRIPLINE 42.g8 80.88 21 q4 5.00 ft 10.00 ft 0.31 in/ht & * 1 04 z3 RAIN BIRD RWS-B-C-SOCK 1,042 30 PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. A-3 RAIN BIRD XGZ-100-PRB-COM I" BUBBLER 4-7.56 72.67 12.50 5.00 ft 10.00 ft 7.66 in/h ROOT WATERING SYSTEM WITH 4.0" DIAMETER X A-4 RAIN BIRD XGZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 32.gq 55.28 10.87 5.00 ft 10.00 ft 0.31 in/h 36.0" LONG WITH LOCKING GRATE, 5EM1-RI6ID 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. A-5 RAIN BIRD FEB -PRS -D 1-1/2" BUBBLER 41.76 77.42 25.00 5.00 ft 10.00 ft 8.70 in/h MESH TUBE. GHEGK VALVE AND SAND SOCK. A-6 RAIN BIRD XGZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 43.13 75.10 22.30 5.00 ft 10.00 ft 0.31 in/h RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 cq 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. A-7 RAIN BIRD XGZ-150-FRB-COM 1-1/2" AREA FOR DRIPLINE-35.55 56.06 15.46 5.00 ft 10.00 ft 0.3q in/h 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 w A-8 RAIN BIRD XGZ-100-PRB-COM I" AREA FOR DRIPLINE 31:1.6g 60.01 1.46 5.00 ft 10.00 ft 0.3q in/h 2.0 GPM. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN A -g RAIN BIRD XGZ-100-FRB-COM I" AREA FOR DRIPLINE 44.28 64.58 12.75 5.00 ft 10.00 ft 0.3q in/h PLANTING AREAS. A-10 RAIN BIRD XGZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 33.51 52.74 12.gq 5.00 ft 10.00 ft 0.3q in/h 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST A-11 RAIN BIRD XGZ-150-FRB-COM 1-1/2" AREA FOR DRIPLINE 38.10 54.08 Iq.34 0.00 ft 0.00 ft 0.31 in/h SYMBOL MANUFACTURER/MODEL/DE5CRIPTI ON QTY THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THEA A-12 RAIN BIRD FEB -PRS -D 1-1/2" -13 RAIN BIRD BUBBLIER 42.41 63.18 22.50 5.00 ft 10.00 ft 8.84 in/h OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD XGZ-150-PRB-COM I -I/2" AREA FOR DRIPLINE 30.55 45.63 14.54 0.00 ft 0.00 ft 0.31 in/h RAIN BIRD XGZ-150-PRB-COM 20 CHANGES DEEMED NECESSARY BY THE OWNER. A-14 RAIN BIRD XGZ-150-FRB-COM 1-1/2" AREA FOR DRIPLINE 45.78 72.03 3=.54 0.00 ft 0.00 ft 0.31 in/h HI6H FLOCONTROL ZONE KIT, FOR LARGE W G A-15 RAIN BIRD FEB-PR5-D 1-1/2" BUBBLER 42.24 71.05 2z-.50 5.00 ft 10.00 ft 7.66 in/h COMMERCIAL DRIP ZONES. 1-1/2" FE55 VALVE 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, A-16 RAIN BIRD XGZ-100-PRB-COM I" AREA FOR DRIPLINE 43.34 62.38 14.82 0.00 ft 0.00 ft 0.31 in/h WITH TWO I" PRESSURE REGULATING (401=51) COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. A-17 RAIN BIRD XGZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 41.13 61.38 2.27 0.00 ft 0.00 ft 0.3q in/h QUICK-GHEGK BASKET FILTERS. FLOW RANGE: A-18 RAIN BIRD XGZ-100-PRB-GOM I" AREA FOR DRIPLINE 38.52 55.50 8.11 0.00 ft 0.00 ft 0.3q in/h 15-40GPM. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED A-Iq RAIN BIRD XGZ-100-PRB-COM I" A-20 RAIN AREA FOR DRIPLINE 47.88 76.57 15.32 5.00 ft 10.00 ft 0.3q in/h 8 REPRESENTATIVE. BIRD PED-PR5-D 1-1/2" BUBBLER 42.41 7q.lg 20.50 5.00 ft 10.00 ft 8.26 in/h RAIN BIRD XGZ-IOD-FRB-COM 22 A-21 RAIN BIRD XGZ-100-PR5-COM I" AREA FOR DRIPLINE 40.40 61.81 II.E74 0.00 ft 0.00 ft 0.3q in/h MEDIUM PLUS FLOW DRIP CONTROL KIT FOR 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. A -22 RAIN BIRD XGZ-100-PRB-GOM I" AREA FOR DRIPLINE 48.57 82.12 16.32 5.00 ft 10.00 ft 0.3q in/h COMMERCIAL APPLICATIONS. 1" BALL VALVE 10 5-1 RAIN BIRD XGZ-150-PR5-COM 1-1/2" AREA FOR D DRIPLINE 40.76 60.25 2: 2.77 0.00 ft 0.00 ft 0.31 in/h I WITH " FESB VALVE AND I" PRESSURE 5-2 RAIN BIRD FEB -PRS -D 1-1/2" BUBBL--R 41.16 70.41 31.25 5.00 ft 10.00 ft 8.87 in/h REGULATING 4OP51 OU GK-GHEGK BASKET B-3 RAIN BIRD XGZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 44.8q 63.33 21.64 0.00 ft 0.00 ft 0.3q in/h FILTER. 36PM TO 206PM. 11 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED B-4 RAIN BIRD XGZ-150-FRB-COM 1-1/2" AREA FOR DRIPLINE 41.54 5q.25 20.48 0.00 ft 0.00 ft 0.3q in/h AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A B-5 RAIN BIRD XGZ-100-PRB-COM I" AREA AOR DRIPLINE 42.0q 56.71 13.:23 0.00 ft 0.00 ft 0.3q in/h PIPE TRANSITION POINT IN DRIP BOX 116 MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. SLEEVE CROSSINGS 5-6 RAIN BIRD XGZ-150-PRB-COM I -I/2" AREA =0R DRIPLINE 41.51 58.51 2.60 0.00 ft 0.00 ft 0.3q in/h PIPE TRANSITION POINT FROM PVC LATERAL TO SHALL BE MARKED ON FACE OF CURB BY ENGRAVING'IR'. B-7 RAIN BIRD XGZ-150-FRB-COM 1-1/2" AREA =OR DRIPLINE 45.63 66.34 2q.66 0.00 ft 0.00 ft 0.3q in/h DRIP TUBING WITH RISER IN 6" (150MM) DRIP 12 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. 5-8 RAIN BIRD FEB -PRS -D 1-1/2" BUBBLER 42.04 65.84 25.50 5.00 ft 10.00 ft 7.66 in/h BOX. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES MIN. OF 24" AWAY FROM HARDSCAPE, UNLESS B -q RAIN BIRD XGZ-100-PRB-COM I" 8-10 RAIN BIRD XGZ-150-PRO®COM 1-1/2" AREA =OR DRIPLINE 35.01 AREA =OR DRIPLINE 33.20 50.62 56.55 5.58 0.00 ft 0.00 ft 0.31 in/h NETAFIM TL050MFV-1 017 IMPOSSIBLE. 1.24 5.00 ft 10.00 ft 0q in/h .3 13 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. 8-11 RAIN BIRD XGZ-100-PRB-COM I" AREA =0R DRIPLINE 45.81 61.66 15.3q 0.00 ft 0.00 ft 0.3q in/h AUTOMATIC, FLUSH VALVE, 1/2" MALE PIPE ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR 5-12 RAIN BIRD XGZ-100-PRB-COM I" 8-15 AREA =0R DRIPLINE 45.85 =0R 61.82 16.20 0.00 ft 0.00 ft 0.3q in/h THREAD. ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS RAIN BIRD XGZ-100-PRB-COM I" 5-14 AREA DRIPLINE 48.14 64.22 16.13q 0.00 ft 0.00 ft O.Bq in/h UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. RAIN BIRD PEB-PR5-D 1-1/2" OUBBLEaR 41.85 74.23 36.50 5.00 ft 10.00 ft 1.18 in/h RAIN BIRD ARV050 7g 8-15 RAIN BIRD XGZ-150-PRB-COM 1-1/2" AREA -OR DRIPLINE 56.01 53.35 18. O 0.00 ft 0.00 ft 0.5q in/h I/2" AIR RELIEF VALVE, MADE OF QUALITY 14 CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING B-16RAIN RAIN BIRD XGZ-150-PRB-COM I -I/2" =0R AREA DRIPLINE 38.53 56 .36 Iq.2q 0.00 ft 0.00 ft 0.31 in/h RUST-PROOF MATERIALS, WITH A 6.0" DR F IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. 8-17 RAIN BIRD XZIPRI-I/2" AREA `-DR DRIPLINE 41.11 51.60 20.50 0.00 ft 0.00 ft 0.3q in/h VALVE BOX (SEB 7XB EM TTER BOX)- USE WITH B -IS RAIN BIRD PEB-PRS-D 1-1/2" BUBBLER 40.67 74.86 35.22 5.00 ft 10.00 ft 0.31 in/h INSTALLATION BELOW SOIL. THE VALVE WILL 15 CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS -Iq RAIN BIRD XGZ-100-PR5-COM I" AREA =0R DRIPLINE 43.41 61.88 13.136 0.00 ft 0.00 ft 0.55 in/h ALLOW AIR TO ESCAPE THE- PIPELINE, THUSRIPLINE AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO 8-20 RAIN BIRD XGZ-100-FRB-COM I" AREA =0R DRIPLINE 43.62 62.23 14.08 0.00 ft 0.00 ft 0.55 in/h PREVENTING WATER HAMMER OR BLOCKAGE. LESS THAN 100 SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS 8-22 RAIN BIRD FEB -PRS -D 1-1/2" BUBBLER 41.74 72.01 36.50 5.00 ft 10.00 ft q.64 in/h ----•-•-•--------------_ - REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 8-23 RAIN BIRD XGZ-100-FRB-COM I" AREA �"OR DRIPLINE 48.80 64.41 14.47 0.00 ft 0.00 ft 0.31 in/h AREA TO RECEIVE DRIPLINE 16 CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION -24 RAIN BIRD XGZ-100-FRB-COM I" 5-25 AREA =0R DRIPLINE 54.68 71.38 15.4-70.00 ft 0.00 ft 0.31 in/h _. RAIN BIRD XFS-06-12 (12) 264.8 S.F. EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NESCESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO RAIN BIRD XGZ-150-PRB-COM I -I/2" AREA `=0R DRIPLINE 43.87 63.gg 25.78 0.00 ft 0.00 ft 0.3q in/h _ XFS SUB -SURFACE PRESSURE COMPENSATING BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. B-26 RAIN BIRD XGZ-150-PR5-COM 1-1/2" AREA r'OR DRIPLINE 40.55 5q.27 22.45 0.00 ft 0.00 ft 0.3q in/h LANDSCAPE DRIPLINE W/COPPER SHIELD 17 CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES 8-27 RAIN BIRD XGZ-100-PRB-COM I" AREA '`OR DRIPLINE 44.06 51.68 11.20 0.00 ft 0.00 ft 0.31 in/h TECHNOLOGY. 0.6GFH EMITTERS AT 12.0° O.G. PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. B-28 RAIN BIRD XGZ-100-PRB-COM I" AREA 1=0R DRIPLINE 47.00 67.10 13.73 0.00 ft 0.00 ft 0.3q in/h DRIPLINE LATERALS SPACED AT 12.0" APART, 5-2q RAIN BIRD PEB-PR5D - I" BUBBLER 37.63 5q.21 q.00 5.00 ft 10.00 ft 7.66 in/h WITH EMITTERS OFFSET FOR TRIANGULAR E CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS 8-30 RAIN BIRD XGZ-100-FRB-COM I" AREA FOR DRIPLINE 40.71 63.24 12.50 0.00 ft 0.00 ft 0.3q in/h PATTERN. RESISTANT. THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. 5-31 RAIN BIRD FEB -PRS -D I" BUBBLER 40.81 6q.04 13.50 5.00 €t 10.00 ft 7.66 in/h B-32 RAIN BIRD XGZ-100-PRB-COM I" AREA FOR DRIPLINE 46.11 76.78 14.18 0.00 ft 0.00 ft 0.31 in/h AREA TO RECEIVE DRIPLINE 18 EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF Common Wire 7,588 __.. RAIN BIRD XFS-Oq-24 (24) (2) 172,66q S.F. THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF ------- XF5 SUB -SURFACE PRESSURE COMPENSATING 19 NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, CRITICAL ANALYSIS CRITICAL ANALYSIS LANDCDW/ SAPE RIFLINE COPPER SHIELD TECHNOLOGY. O.gGPH EMITTERS AT 24.0" Q.G. SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. ......................................... ........ --_ ................................................................-........................................................................_ _ ............._.._......- .___..................--.___........................._........................................... - - -.......................... DRIPL NE LATERALS SPACED AT 24.0APART, 20 THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS Generated: 2016-04-lq 11:13 Generated: 2016-C4-11 11:12 WITH EMITTERS OFFSET FOR TRIAN6JLAR REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL PATTERN. UV RESISTANT. DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO P.O.G. NUMBER: 01 P.O.G. NUMBER: 02 ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO Water Source Information: Water Source Information: COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY SYMBOL MANUFACTURER/MODEL/DESGRiPTION QTY DISCREPANCIES PRIOR TO COMMENCING WORK. FLOW AVAILABLE FLOW AVAILABLE 21 CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING Water Meter Size: 2 Water Meter Size: 2" RAIN BIRD FEB -PRS -D I I IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, w FloAvailable: 120.00 glom Flow Avoiloole: 20.00 qpm 1", I -I/2", 2" PLASTID INDUSTRIAL VALVES. LOW CONTROLLERS, METERS, SERVICE LINES. ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY FLOW OPERATING CAPABILITY, GLOBE INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID PRESSURE AVAILABLE PRESSURE AVAILABLE GONF DURATION. WITH PRESSURE REGULATOR SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND Static Pressure at POG: 50.00 psi Static Pressure at POG: 50.00 osi MODULE. APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF Elevation Change: 5.00 ft Elevation Grange: 5.00 ft 0 SAID SHOP DRAWINGS. Service Line Size: 3" Service Line Size: 3" RAIN BIRD 44 -LRC 50 22 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS-BUILTS FROM OWNER'S AUTHORIZED Length of Service Line: 20.00 ft Booster Pump Length of Service Line: 20.00 ft I" BRASS QUICK -COUPLING VALVE, WITH CORROSION -RESISTANT STAINLESS STEEL REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS SYSTEMS pressure provided: 41.00 psi Pressure Available: 88.00 psi Booster Pump pressure provided: Pressure Available: 41.00 psi 88.00 os! SPRING, LOCKING THERMOPLASTIC RUBBER AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ALL LABOR AND MATERIALS AND 2-PIEGE BODY - REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THIS CONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE EXISTING ADJACENT IRRIGATION SYSTEMS. DESIGN ANALYSIS Maximum Station Flow: 36.50 gpm DESIGN ANALYSIS Maximum Station Flow: 33.54 cjpm MATGO-NORGA 7705 2 Flow Available at POG: 120.00 !29m Flow Availaale at For,: 120.00 pm PVC, WHITE BALL VALVE FOR SCH 40 AND SCH "T" 23 ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEWAND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT Residual Flow Available: 83.50 m gp Residual Flow Available: -g 86.46 m gp 80 PIPE, SO -VENT SLIP ENDS WITH HANDLE, SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SAME SIZE AS MAINLINE. I/2" TO 4". SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. Critical Station: B-32 Critical Station: A-22 MV Design Pressure: 30.00 psi Design Pressure: 50.00 osi RAIN BIRD PESB I" RAIN D 2 24 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, Elevation Loss: 0.00 psi Elevation Loss: 2.17 psi 2", lA)U5T IA PLASTIC INDUSTRIAL VALVES. LOW INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS Friction Loss: 2.q2 psi Friction Loss: 0.82 psi FLOkN FERATIN GLOBE FLOW OPERATING GA SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. Fittings Loss: 0.2q psi Fittings Loss: 0.08 psi W TH SCRJBBER TECHNOLOGY 25 CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% Loss through Valve: psi Loss through Valve: los` FOR RELIABLE PERFORMANCE IN DIRTY WATER HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH Pressure Recd. at Critical Station: 46.20 psi 46.2 Pressure Rett. at Critical Station: 4a. 48.57 psi IRRIGATION APPLICATIONS. OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. Loss for Fittin 5: 1.4ci psi g p Loss for Fittin 5: g 1.36 psi p gF 26 CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT. Loss for Main Line: 0.0 psi Loss for POG to Valve Elevation: 0.00 psi Loss for Main Line: Loss for POG to Valve Elevation: 4.5 psi 4.33 pe i FEBGO 825Y I" REDUCED PRESSURE BACK=LOW FREVENTER 2 CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE Loss for Backf low: 11.40 Loss for Backflow: 11.35 PRIOR TO COMMENCING WORK. psi los Loss for Master Valve: 2.35 psi Loss for Master Valve: 2.50 ps-i RAIN BIRD ESPI2LXMEF WITH (02) ESPLXMSMI2 I 27 CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING Loss for Water Meter: 0.40 psi Loss for Water Meter: 0.40psi 36 STATION COMMERCIAL MMECIAL CONTROLLER. CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. Critical Station Fre55ure at POG: 76.78 psi Critical Station Pressure at POG: 82.12 lo -5i PLASTIC WAL- MOUNT. FLOW SENSING. 28 CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE Pressure Available-. 55.00 psi Pressure Available: 88.00 psi DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT Residual Pressure Available: 11.22 psi Residual Pressure Available: 5.88 p= RAIN BIRD E5F12LXMEF WITH (OI) ESPLXMSMI2 Ii MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 24 STATION COMMERCIAL CONTROLLER. 29 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. NOTE A: PLASTIC, WALT_ MOUNT. FLOW SENSING. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND POINT OF CONNECTION(S) SHALL BE A 2" DOMESTIC WATER METER WITH A 3" SERVICE LINE. VERIFY :FSS UPON COMPLETION OF WORK. NO DISRUPTION OF EXISTING ADJACENT IRRIGATION SYSTEMS WILL BE ALLOWED COMPLETE AUTOMATIC OPERATION FLOW SENSOR 2 SHALL BE MAINTAINED FOR ALL ADJACENT EXISTING IRRIGATION SYSTEMS THROUGHOUT CONSTRUCTION. ALL ADJACENT SYSTEMS SHALL THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY DATA INDUSTRIAL iR220P MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL P1 POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. BOOSTER PUMP - POG -I I SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW SEE PUMP 5PECIFICATION5 SHEET XX PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ® B005TER P'JMF - POG -I I SEE PUMP SPECIFICATIONS SHEET XX STATIC WATER PRESSURE 50 PSI (87 PSI WITH BOOSTER PUMP) WATER METER DESIGN WATER PRESSURE 30 PSI 2" 1 MAXIMUM SYSTEM DEMAND 36.5 GPM M2 WATER METER 2" 1 RESIDUAL PRESSURE 11.22 & 5.88 PSI ........... "'""""""".........`....""" "" " " """ IRRIGATION LATERAL LINE: PVC, SCHEDULE 40 35,863 L.F. NOTE B: PVC, SCHEDULE 40 IRRIGATION FIFE. CONTROLLER'C-A' SHALL BE A RAINBIRD ESPLXMEF, 24 STATION CONTROLLER ASSEMBLY INSTALLED IN AN OUTDOOR CABINET AS PART OF CONTROLLER ASSEMBLY. 22 TOTAL STATIONS USED. IRRIGATION MAINLINE: PVC, SCHEOLLE 40 AND GLASS 515 7,518 L.F.PVC, CONTROLLER 'C -B' SHALL BE A RAINBIRD ESPLXMEF, 36 STATION CONTROLLER ASSEMBLY INSTALLED SCHEDULE 40 To I-1/2", 'SVG GLASS 315 SDR 13.5 FOR PIPES 2" AND LARGER. IN AN OUTDOOR CABINET AS PART OF CONTROLLER ASSEMBLY. 32 TOTAL STATIONS USED. FINAL LOCATION OF CONTROLLERS AND ELECTRICAL P.O.0 SHALL BE CONFIRMED WITH OWNER'S -. -- -- ...... -- -- - PIPE SLEEVE: PVC, SCHEDULE- 40 2,078 L.F. AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. Valve Collout EE SHEET LI -11 FOR BOOSTER PUMP SPECIFICATIONS NOTE: --:, Valve Number Valve Flaw # '# m _.._..._ :''.:: SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY "°<<. #°',f..........._._.__Valve Size ONLY AND IS TO INSTALLED WITHIN PLANTING AREAS. cared _ r: el a X '110 10000 £ 1 OC KD aLE HVb Y SUITE #300 H \,<ERSF HELD, CA 93311 661) 664-6E 21 Q LO n cV Q U CD l� 1 _ J N j W P- W Y ILLoQ LO CO W Y _ p< r n Y J a cq w U z 2 r DRAV41ING 71TLE'. IRF IGATION CALCULATIONS/ SCHEDULE DATE:^ 12.' 7.201 _ SCALE: N/A [BRAWN BY: Ce RF JOB NUMBER: - SHEES' L-10 SHEET 11OF 27 RACT #:'255, 7, E6 & 7:2 57- HIGHGATE LMD SYSTEM DESIGN PARAMETERS - POG -1 IBGA6-3-2-2/VFD-F 37 GPM 86 PSI System Model Number System Desigr Flow Rate System Des�on ProE,sure 41 PSI 230 VAC 1 PHASE 60 Hz Minimum Suction Pressure System Electrical Voltage System Electr°cal Phase and Frequency 30 GA6 - 1 %4" 37 GPM 120 FEET Pump Model Number Bump rapacity (GPM) Pump Tota. Head M1 Q r// 17 AMPS @ 230/1 ph 3 HP 3500 RPM System Fu I l 2 INCH Pump Horsepower Pump RPM Load Amporage System Pipe Sizing SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS e-)-ej fo : 10000 E`OCKD8'-E HWY SUITE #300 BAKERSFI _-D, CA 93311 (661,1664-65,21 } r�- = N Q r.._ �.� c-4 o�yJ w r- w � ;� Q LU ED M1 Q r// } Y S 11 a 0 z z 0 �n I I DRAWING TITLE.: 11 BoosreR PUMP SPECIFICATION DATE: 12 17.2013 11 SCAL.`.=: N,'A DRA%k'N BY: CB =F JOB NUMBER: - SHEET ^ L-11 SHEET 120F 27 TRACT 47255,-:256 & 7257- H GHGATE LIVID �w W> z0 J m = Q U w �W c� G � W W > z0 �m 2 Q U W w Q C) 5 MING AVENUE MING AVENUE MING AVENUE _ N U � W� Z J W = W U �_�v^ J Q W W Cn W�� W 0 Z J J W 2 m U w 1-- w Q co DO W 0 Z ,J J W 2 m U w Q W KEY MAP PLANT SCHEDULE LP -1 TREES (D SHRUBS 0 BOTANICAL NAME / COMMON NAME Acer rubrum ' Red Sunset' / Red Sunset Maple 36"box Magnolia grandiflora'D.D. Blanchard' TM / Southern Magnolia 36"box N.T.S. QTY 16 12 Platanus x acerifolia / London Plane Tree 36"box 12 Ulmus parvifolia 'Drake' / Drake Elm 36"box 21 BOTANICAL NAME / COMMON NAME SIZE QTY Ligustrum japonicum / Japanese Privet 5 gal 303 GROUND COVERS BOTANICAL NAME/ COMMON NAME CONT SPACING QTY Abelia x grandiflora 'Compacta' / Compact Abelia 1 gal 36" o.c. 369 Dietes iridioides / Fortnight Lily , 55 18" o.c. 671 .A. . _. ' Muhlenbergia capillaris'Lenca' / Regal Most Pink Muhly 5 gal 48" o.c. 97 Rhaphiolepis indica 'Jack Evans' / Indian Hawthorn 5 gal 36" o.c. . U-) D CV J 1�-- ... .. LL CO u7 (_ �-� mU_ 2 3f� 4 u. KEY MAP PLANT SCHEDULE LP -1 TREES (D SHRUBS 0 BOTANICAL NAME / COMMON NAME Acer rubrum ' Red Sunset' / Red Sunset Maple 36"box Magnolia grandiflora'D.D. Blanchard' TM / Southern Magnolia 36"box N.T.S. QTY 16 12 Platanus x acerifolia / London Plane Tree 36"box 12 Ulmus parvifolia 'Drake' / Drake Elm 36"box 21 BOTANICAL NAME / COMMON NAME SIZE QTY Ligustrum japonicum / Japanese Privet 5 gal 303 GROUND COVERS BOTANICAL NAME/ COMMON NAME CONT SPACING QTY Abelia x grandiflora 'Compacta' / Compact Abelia 1 gal 36" o.c. 369 Dietes iridioides / Fortnight Lily 1 gal 18" o.c. 671 Leucophyllum frutescens Wiridis' f Texas Sage 5 gal 48" o.c. 8 Muhlenbergia capillaris'Lenca' / Regal Most Pink Muhly 5 gal 48" o.c. 97 Rhaphiolepis indica 'Jack Evans' / Indian Hawthorn 5 gal 36" o.c. 307 Rosa x 'Noaschnee' / Flower Carpet White Groundcover Rose 5 gal Trachelospermum asiaticum / Star Jasmine SEE SHEET LP -10 FOR PLANTING NOTES/SCHEDULE SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS 1 gal 48" o.c. 27 36" o.c. 514 E Know what's below. Call before you arena --.A for: 10000 STO=KDALE -iWY 3JITE #300 BAKE RSFIE-=,CA 93311 (661)EE-6521 Q C\ r' Q U-) D CV J 1�-- Lu r- LU L'> Q LL CO u7 (_ �-� mU_ 2 DRAINING TITLE: PLANTING PLAN I 1 IY Z p,NDSCA,�� x ).e Q oveir Eer 30, 2 I l , OF C kV' DATE: 12 17.2013 SCALE: 1"=20'-O' DRAWN BY: CB r -F JOB NUMBER: - SHEET L.P-1 ^SHEET130F 27 TR.AC- #7255, '256 & -1257- HI 3HGATE LMD Y 2 u. Q c I L, LJ z z 0 L LLL—j—L-L I I I I DRAINING TITLE: PLANTING PLAN I 1 IY Z p,NDSCA,�� x ).e Q oveir Eer 30, 2 I l , OF C kV' DATE: 12 17.2013 SCALE: 1"=20'-O' DRAWN BY: CB r -F JOB NUMBER: - SHEET L.P-1 ^SHEET130F 27 TR.AC- #7255, '256 & -1257- HI 3HGATE LMD U _ W W � _Z � W -J W U Cr) ~W Q W U^ MATCHLINE 'R' SEE SHEET LP -5 W W W Z0 J m = Q U W I- W Q cn MING AVENUE Know what's below. Call before you dig. D W o Z J J W 2 m 0 W Q W KEY MAP PLANT SCHEDULE LP -2 L1J w � O Z J J W m SHRUBS LIJ 0. G v) N.T.S. CONT CAL SIZE Acer rubrum 'Red Sunset' / Red Sunset Maple 36"box Lagerstroemia indica 'Lavender' / Crape Myrtle Multi -Trunk 36"box Magnolia grandiflora 'D.D. Blanchard' TM / Southern Magnolia 36"box Platanus x acerifolia / London Plane Tree Quercus agrifolia / Coast Live Oak Multi -Trunk Ulmus parvifolia'Drake' / Drake Elm BOTANICAL NAME / COMMON NAME Ligustrum japonicum / Japanese Privet C GROUND COVERS BOTANICAL NAME / COMMON NAME ODOO Abelia x grand iflora 'Compacta' / Compact Abelia 0000 0000 Annual Color/ Annual Color ++++++++++ 36"box 84" box 36"box QTY 16 10 11 13 8 16 SIZE FIELD2 FIELD3 QTY 5 gal 258 CONT FIELD2 FIELD3 SPACING QTY 1 gal 36" o.c. 503 4"pot HIGH ANNUAL 6" o.c. 429 ++++++++++ Buxus microphylla 'Faulkner' / Faulkner Boxwood 5 gal 18" o.c. 50 ++++++++++ Dietes iridioides / Fortnight Lily 1 gal 18" o.c. 1,26C Hemerocallis x ' Evergreen Yellow' / Daylily 1 gal 24" o.c. 283 MILLL ^� Leucophyllum frutescens 'Viridis' / Texas Sage 5 gal 48" o.c. 5 W Z W Muhlenbergia capillaris 'Lenca' / Regal Mist Pink Muhly 5 gal 48" o.c. 72 J...�.. = W U 2 Rhaphiolepis indica 'Jack Evans' / Indian Hawthorn 5 gal 36" o.c. 607 H U) Q W C W Rosa x'Noaschnee' / Flower Carpet White Groundcover Rose 5 gal 48" o.c. 119 G Trachelospermum asiaticum / Star Jasmine 1 gal 36" o.c. 275 W W W W Turf Synthetic / Synthetic Turf None 2,63E W W SEE SHEET LP -10 FOR PLANTING NOTES/SCHEDULE SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS 0000 STO�,KDALE HWY SUITE #300 BA-<ERSFIG_D, CA 33311 (661)EC4-6521 DRAINING "TITLE: PLANT` "JG PLAIN . . ........ 9 Ji N:e %9>z"01emi_30,2(17 f y. c :t )ate ` ` O , DATE: 12.1-2016 SCALE 1"=20'-O" DRAWN BY: CB R= JOB NUMBER: - SHEET - LP -2 SHEET 140F 27 l RACT # 255, 72=6 & 72 7- HIGHGATE LMD CN M � 0,1 0cc LU �� �-... i.0 r -w L. a Cry Lr �4 z 2 LIJ L U L DRAINING "TITLE: PLANT` "JG PLAIN . . ........ 9 Ji N:e %9>z"01emi_30,2(17 f y. c :t )ate ` ` O , DATE: 12.1-2016 SCALE 1"=20'-O" DRAWN BY: CB R= JOB NUMBER: - SHEET - LP -2 SHEET 140F 27 l RACT # 255, 72=6 & 72 7- HIGHGATE LMD Y 2 L a c LL LL C z z C LL DRAINING "TITLE: PLANT` "JG PLAIN . . ........ 9 Ji N:e %9>z"01emi_30,2(17 f y. c :t )ate ` ` O , DATE: 12.1-2016 SCALE 1"=20'-O" DRAWN BY: CB R= JOB NUMBER: - SHEET - LP -2 SHEET 140F 27 l RACT # 255, 72=6 & 72 7- HIGHGATE LMD N LL ' CL W J Z w J W U U) Q W ��w^^ v! CD W 0 Z J J W 2 m U w LLJ MATCHLINE'G' SEE ABOVE .,.... %R VV . Call before you dig. KEY MAP PLANT SCHEDULE LP -3 TREES BOTANICAL NAME / COMMON NAME Acer rubrum'Red Sunset' / Red Sunset Maple �0, CONT CAL :SIZE 36"box N.T.S. QTY 8 SEE SHEET LP Lagerstroemia indica 'Lavender' / Crape Myrtle Multi -Trunk 36"box SHEET 8 -2 FOR PLANTING SPECIFICATIONS 6'34-6521 r- Irj m C\I 06 0 Magnolia grandiflora 'D.D. Blanchard' TM / Southern Magnolia 36"box 6 � j IN LU L Q -L IN`- _ iD Platanus x acerifolia / London Plane Tree 36"box 2 7 f Platanus x acerifolia / London Plane Tree 48"box 3 U UO Quercus agrifolia / Coast Live Oak Multi -Trunk 84" box 2 d- Ulmus parvifolia 'Drake'/ Drake Elm 36"box 12 FIELD2 FIELD3 QTY _ SHRUBS BOTANICAL NAME / COMMON NAME SIZE a WJ Ligustrum japonicum / Japanese Privet 5 gal 182 Z w GROUND COVERS BOTANICAL NAME / COMMON NAME CONT FIELD2 FIELD3 SPACING QTY J W _ LL — I _<�000 <<>000 Abelia x grandiflora 'Compacta' / Compact Abelia 1 gal 36" o.c. 361 C Annual Color/ Annual Color 4"pot HIGH Aa NUAL 6" o.c. 1,117 L Lily 1al 18" o.c. 370Fortnight z Dietes iridioides / g Hemerocallis x'Evergreen Yellow / Daylily 1 gal 24" o.c. 252 K Y, Leucophyllum frutescens 'Viridis' / Texas Sage 5 gal 48" o.c. 4 v Muhlenberclia capillaris 'Lenca' / Regal Mist Pink Muhly 5 gal 48" o.c. 45 LL. { Rhaphiolepis indica 'Jack Evans' / Indian Hawthorn 5 gal 36" o.c. 382 Rosa x 'Noare' / Flower Carpet Red Groundcover Rose 5 gal 36" o.c. 67 Rosa x'Noaschnee' / Flower Carpet White Groundcover Rose 5 gal 48" o.c. 18 z- - Trachelospermum asiaticum 1 Star Jasmine 1 gal 36" o.c. 126 Y W W L W Turf Synthetic / Synthetic Turf None 1,539 sf SEE SHEET LP -10 FOR PLANTING NOTES/SCHEDULE SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS prepay e:d for: r'lrlt'i zs� tire: 10000 ST-_ CKDALE HWY SUITE #300 BAK =RSFIE I D, CA 5+3311 X661) 6'34-6521 r- Irj m C\I 06 0 � j IN LU L Q -L IN`- _ iD 2 C:0 U r m Y 2 U u; a c U LL C L z C v LL. X GRAINING TITLE: PLANTING PLAN <. 0. M ;6v �„e loveml,er30,210f— Dau p� OF CXy- DATE: 12.17.201-,' SCALE: V=20' -O" DRAWN BY: CB F I JOB NUMBER: - SHEET: LP -3 SHEET 16OF 27 TRACT #7255, -7'-56 &7,57 -HIGHGATE LMD TQHL1NE_._'_1'SEE SHEET LP -5 SOUTH ALLEN ROAD Know what's below. Call before you dish. PLANT SCHEDULE LP -4 KEY MAP N.T.S. TREES BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTY Acer rubrum 'Red Sunset' / Red Sunset Maple 36"box 4 �(D Juniperus chinensis 'Torulosa' /Hollywood Juniper 15 gal 30 Lagerstroemia indica 'Lavender' / Crape Myrtle Multi -Trunk 36"box 8 ,0 Magnolia grandiflora 'D.D. Blanchard' TM / Southern Magnolia 36"box 13 Olea europaea 'Fruitless' / Fruitless Olive 36"box 8 Pistacia chinensis 'Keith Davey' I Keith Davey Chinese Pistache 24"box 3 Platanus x acerifolia / London Plane Tree 36"box 28 Quercus agrifolia / Coast Live Oak: 36"box 1 Ulmus parvifolia'Drake' / Drake Elm 36"box 22 SHRUBS BOTANICAL NAME / COMMON NAME Ligustrum japonicum / Japanese Privet GROUND COVERS BOTANICAL NAME / COMMON NAME Abelia x grandiflora 'Compacta' / C ompact Abelia Annual Color / Annual Color Dietes iridioides / Fortnight Lily Hemerocallis x Evergreen Yellow' / Daylily Leucophyllum frutescens 'Viridis' / Texas Sage Ligustrum texanum / Texas Privet Muhlenbergla caplllaris Lenca' / Regal Mist Pink Muhly Myoporum parvifolium 'Prostratum' / Myoporum Rhaphiolepis indica 'Jack Evans' / Indian Hawthorn Rosa x'Noare' / Flower Carpet Red Groundcover Rose SIZE FIELD2 FIELD3 QTY 5 gal 295 CONT FIELD2 FIELD3 SPACING QTY 1 gal 36" o.c. 623 4"pot HIGH ANNUAL 6" o.c. 1,684 1 gal 1 gal 5 gal 5 gal 5 gal 1 gal 5 gal 5 gal Rosa x'Noaschnee' / Flower Carpet White Groundcover Rose 5 gal Trachelospermum asiaticum / Star Jasmine 1 gal SEE SHEET LP -10 FOR PLANTING NOTES/SCHEDULE SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS 18" o.c. 641 24" o.c. 692 48" o.c. 5 18" o.c. 1,509 48" o.c. 23 36" o.c. 161 36" o.c. 448 36" o.c. 344 48" o.c. 315 36" o.c. 334 :�rFcared �er I o s 10000 ' --OCKD ALE HM SUITE #300 13 3KERSF I=LD, C N 93311 , 6E') 664-6.` 21 Q r� LO N ..J 0 LO I j N W U- u; Q �.� LO ry 2 w Y * CD m U DRAWING 7TLE PLANTING PLAN % �ZIocemi:r30.2( 7 OF DATE: 12.1�2016 - 1 SCALE: 1 "_2 U-0" DRAWN BY: CBR= JOB NUMBED: - SHEET: LP -4 SHEET160F 27 C� TRACT #7255 7253 & 72'2`.'-'- HIGHGATE LMD a ca LJ C) 2 i3 W N DRAWING 7TLE PLANTING PLAN % �ZIocemi:r30.2( 7 OF DATE: 12.1�2016 - 1 SCALE: 1 "_2 U-0" DRAWN BY: CBR= JOB NUMBED: - SHEET: LP -4 SHEET160F 27 C� TRACT #7255 7253 & 72'2`.'-'- HIGHGATE LMD PEMBERLY PASSAGE AVENUE MATCHLINE 'RE SEE SHEET LP -2 JEW" WWI MATCHLINE T SEE SHEET LP -4 0 Esc SNto 10 to V% -e- KEY MAP PLANT SCHEDULE LP -5 TREES BOTANICAL NAME / COMMON NAME CONT Lagerstroemia indica 'Lavender' / Crape Myrtle Multi -Trunk 36'box • Magnolia grandiflora 'D.D. Blanchard' TM / Southern Magnolia 36"box Know what's below. Call before you dig. SEE SHEET LP -10 FOR PLANTING NOTES/SCHEDULE SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS Olea europaea 'Fruitless' / Fruitless Olive 36"oox Pistacia chinensis'Keith Davey / Keith Davey Chinese Pistache 24"box Platanus x acerifolia / London Plane Tree 36"cox Quercus agrifolia / Coast Live Oak 36"box Ulmus parvifolia'Drake' / Drake Elm 36"box N.T.S. QTY 16 5 11 5 4 8 6 SHRUBS BOTANICAL NAME / COMMON NAME SIZE QTY C . Ligustrum japonicum / Japanese Privet 5 gal 188 GROUND COVERS BOTANICAL NAME / COMMON NAME CONT SPACING QTY 00<'� 9 x Abelia randiflora 'Compacta'/ Comp act Abelia 1 gal 36" o.c. 115 00�=0 OOC Dietes iridioides / Fortnight Lily 1 gal 18" o.c. 253 Hemerocallis x'Evergreen Yellow' / Daylily 1 gal 24" o.c. 260 Ligustrum texanum / Texas Privet 5 gal 18" o.c. 1,286 Muhlenbergia capillaris 'Lenca' / Regal Mist Pink Muhly 5 gal 48" o.c. 112 k Myoporum parvifolium `Prostratum' / Myoporum 1 gal 36" o.c. 88 y Rhaphiolepis indica Jack Evans' / Indian Hawthorn 5 gal 36" o.c. 83 Rosa x 'Noare' / Flower Carpet Red Groundcover Rose 5 gal 36" o.c. 57 ' Rosa x 'Noaschnee' / Flower Carpet White Groundcover Rose 5 gal 48" o.c. 154 Trachelospermum asiaticum / Star Jasmine 1 gal 36" o.c. 108 10000 TOCK[), _EHVIISUITE #300 E/,KERS',- ELD, Cis 93311 1661 564-6:521 �1 r_ Ln 04 Q r- CB PF JOB UMBER: - �u c—� L.P■ w r- Lu CLQ SHEET170F 27 LU m U F— y W F O z z 0 D LU w� DRAWING TITLE:: PLANTING PLAN 0. AT(. w i / .3 �t , ',,ver iber 30, � 017 ,— \F- C , DATE:: "2.17.2016 SCALE:: 1"::20'-C' DRAVIN BY: CB PF JOB UMBER: - SHEE T': L.P■ — V SHEET170F 27 TRACT #7255 7256 & - 257- HI 3HGATE LMD L W1 KEY MAP PLANT 'SCHEDULE LP -6 BOTANICAL NAME / COMMON NAME CONT Lagerstroemia indica 'Lavender' / Crape Myrtle Multi -Trunk 36"box Magnolia grandiflora ' D.D. Blanchard' TM / Southern Magnolia 36"box Olea europaea'Fruitless' / Fruitless Olive Quercus agrifolia / Coast Live Oak Ulmus parvifolia 'Drake' / Drake Elm SHRUBS BOTANICAL NAME / COMMON NAME Ligustrum japonicum / Japanese Privet GROUND CCN/ERS BOTANICAL NAME / COMMON NAME 36"box 36"box 36"box SIZE 5 gal N.T.S. QTY 13 16 2 5 12 QTY 210 CONT SPACING QTY Abelia x grandiflora 'Compacta' / Compact Abelia 1 gal 36' o.c. 280 Dietes iridioides / Fortnight Lily 1 gal 18" o.c. 415 Hemerocallis x'Evergreen Yellow' / Daylily 1 gal 24' o.c. 315 Leucophyllum frutescens 'Viridis' / Texas Sage 5 gal 48' o.c. 14 Ligustrum texanum / Texas Privet 5 gal 18" o.c. 871 Rhaphiolepis indica 'Jack Evans' / Indian Hawthorn 5 gal 36" o.c. 197 Rosa x 'Noare' / Flower Carpet Red Groundcover Rose 5 gal 36' o.c. 156 Rosa x'Noaschnee' /Flower Carpet White Groundcover Rose 5 gal Trachelospermum asiaticum / Star Jasmine SEE SHEET LP -10 FOR PLANTING NOTES/SCHEDULE SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS 1 gal 48' o.c. 104 3E' o.c. 220 Know what's below. Call before you dig. pre hared F �r: s 10000 t;rG ;'K=ALE HIAY SUITE #300 4 KE RE I I ELD, C A 93311 66 664-6'21 1 r ,� 0 J W '� W LL n Q LU Y Q DRAiviNc TITLE: PLANTING PLAN , iDSGII,D q, D • Al, vt�, ti /1 (56V9/ bate 'oc.nber30 '017 ' —_-gip-late DATE: U17.2016 SCALIE: 1''=20'-0' DRAWN BY: CE RF JOB NUME;FR: - SHEET: LP -6 SHE.FT18OF 27 TRACT #725`, 1256 8 7257- H GHGATE LMD r m Y U iJ a 0 Uj W O z z 0 LU DRAiviNc TITLE: PLANTING PLAN , iDSGII,D q, D • Al, vt�, ti /1 (56V9/ bate 'oc.nber30 '017 ' —_-gip-late DATE: U17.2016 SCALIE: 1''=20'-0' DRAWN BY: CE RF JOB NUME;FR: - SHEET: LP -6 SHE.FT18OF 27 TRACT #725`, 1256 8 7257- H GHGATE LMD ■i!I■11■�1�1�1■I1� LDI-LIMIT-OFMORK Know what's below. Call before you dig. KEY MA PLANT SCHEDULE LP -7 BOTANICAL_ NAME / COMMON NAME CONT CAL SIZE N.T.S. QTY Lagerstroernia indica 'Lavender' / Crape Myrtle Multi -Trunk 36"box 8 Magnolia g -andiflora 'D.D. Blanchard' TM/ Southern Magnolia 36"box 2 Olea europaea Fruitless' / Fruitless Olive 36"box 5 Platanus x acerifolia / London Plane Tree 36"box 8 / Quercus aclrifolia / Coast Live Oak 36"box 1 Quercus agrifolia / Coast Live Oak 48"box 6 0 Ulmus parvifolia 'Drake' / Drake Elm 36"box 3 SHRUBS BOTANICAL. NAME / COMMON NAME SIZE FIELD2 FIELD3 QTY Ligustrum japonicum / Japanese Privet 5 gal 54 GROUND COVERS BOTANICAL. NAME / COMMON NAME CONT FIELD2 FIELD3 SPACING QTY V011 - Abelia x gra idiflora 'Compacta' / Compact Abelia 1 gal 36" o.c. 389 Annual Color /Annual Color 4"pot HIGH ANNUAL 6'' o.c. 620 Dietes iridioides / Fortnight Lily 1 gal 13" o.c. 376 Hemerocallis x'Evergreen Yellow' / Daylily 1 gal 24" o.c. 263 LeucophyllUm frutescens 'Viridis' / Texas Sage 5 gal 48" o.c. 8 Ligustrum texanum / Texas Privet 5 gal 13' o.c. 141 Rhaphiolepis indica Jack Evans' / Indian Hawthorn 5 gal Rosa x 'Noaschnee' /Flower Carpet White Groundcover Rose 5 gal Turf Synthetic / Synthetic Turf None SEE SHEET LP -10 FOR PLANTING NOTES/SCHEDULE SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS 33" o.c. 417 48" o.c. 150 1,613 sf r F21 e F zred ;r: 10000: rOCK:A,LE HNA Y SUITE #300 L D n il s t e o p 202 ues a p e m e n t urt Bake Ph Fax iiel allf 6 1-2 6 7- 2 f . a Idewlo nla 93308 1-5090 1- 5 0 9 4 e,. o r F21 e F zred ;r: 10000: rOCK:A,LE HNA Y SUITE #300 36KERSF IELD, C4 93311 66' ' 664-E ` 21 m Q F_j J 4 L1J W Lr` 0 Q Y YOU (' I� m 2 2 r m Y 2 U w F_ a 0 1n W r O z z O W M DRAl-►JINGO 'TITLE: PLANTING PLAN ��JSCAt� 0 0. 66 ✓� / a �Dw vu uer 30, : 017 /--:::p Date ,0 A DATE_ 12.17.20'6 SCALE: V-20' -C' DRAVIN BY Ca RF JOB NUMBER: SHEET: LP -7 TRACT #7255 7256 &' 257- F-1 3HGATE LMD P eEl \7 A \ ;r ljS _.v KEY MAP N.T.S. PLANT SCHEDULE LP -8 TREES BOTANICAL NAME / COMMON NAME CONT Lagerstroemia indica 'Lavender' / Crape Myrtle Multi -Trunk 36"box • Magnolia grandiflora 'D.D. Blanchard' TM / Southern Magnolia 36"box Pistacia chinensis'Keith Davey' / Keith Davey Chinese Pistache 24"box Quercus agrifolia / Coast Live Oak 36"box a .-iAZELWIICK DRIVE �i i►v,��1�wu v � e\ '�� vO-50i ;=moi MATCHLINE'R'SEE SHEET LP -1 0 F1, 0000 Abelia x grandiflora 'Compacta' / Compact Abelia 0000 0000 Dietes iridioides / Fortnight Lily Hemerocallis x ' Evergreen Yellow' / Daylily Ligustrum texanum / Texas Privet Muhlenbergia capillaris ' Lenca' / Regal Mist Pink Muhly Rhaphiolepis indica Jack Evans' / Indian Hawthorn 10010 8 5 14 5 36"box 14 S IZE QTY 5 gal 139 Ulmus parvifolia 'Drake' / Drake Elm SPACING QTY tl�Jr ) -., W r W Q i. C, �) LL Lf) uq = LU Y * CD SHRUBS BOTANICAL NAME /COMMON NAME m U = ZZ C Ligustrum japonicum / Japanese Privet Q i GROUND COVERS BOTANICAL NAME /COMMON NAME c/J LLI a .-iAZELWIICK DRIVE �i i►v,��1�wu v � e\ '�� vO-50i ;=moi MATCHLINE'R'SEE SHEET LP -1 0 F1, 0000 Abelia x grandiflora 'Compacta' / Compact Abelia 0000 0000 Dietes iridioides / Fortnight Lily Hemerocallis x ' Evergreen Yellow' / Daylily Ligustrum texanum / Texas Privet Muhlenbergia capillaris ' Lenca' / Regal Mist Pink Muhly Rhaphiolepis indica Jack Evans' / Indian Hawthorn 10010 8 5 14 5 36"box 14 S IZE QTY 5 gal 139 CONT SPACING QTY 1 gal 36" o.c. 366 1 gal 18" o.c. 79 1 gal 24" o.c. 148 5 gal 18" o.c. 517 5 gal 48" o.c. 37 5 gal 36" o.c. 127 Rosa x 'Noare' / Flower Carpet Red Groundcover Rose 5 gal 36" o.c. 294 Rosa x 'Noaschnee' / Flower Carpet White Groundcover Rose 5 gal 48" o.c. 60 Trachelospermum asiaticum / Star Jasmine 2 J 0 SEE SHEET LP -10 FOR PLANTING NOTES/SCHEDULE SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS 1 gal 36" o.c. 154 Know what's below. Call before you dig. -- P`--ej S 1 JOOC ST=,CKDA J= HW' SUITE #300 B/.1:=RSFIE LD, CA 93311 (661 334-657_' (``� r— Lr) U � C) tl�Jr ) -., W r W Q i. C, �) LL Lf) uq = LU Y * CD �..� m U = ZZ C ti n Y_ U W r Q i c/J LLI O 7 z 0 LL (Y DRAWING TITLE: PLaANT"1 NG PLAN .'SCA,, f ;�69 ?� ?^­_-`,_� \ 01_ CAL��� DATE: 12.' "7.20, 3 SCALE:: 1"=20'-0" DRAVYN BY: CB R= JOB 14UMBER: - SHEE`' L.P-8 SHEET20OF 27 -RACT #7255, 7256 & 7257- HIC,HGATE LMD `L I KEY MAP PLANT SCHEDULE LP -9 .�...� —RAR A�KI .1AAAr Olea europaea'Fruitless' / Fruitless Olive Pistacia chinensis'Keith Davey' / Keith Davey Chinese Pistache 24"box Ulmus parvifolia'Drake' / Drake Elm Ligustrum japonicum / Japanese Privet .. 1.— ...-...-'-- r.—...-ni — nAr It1f-%11A11AnAl MARAC Ligustrum texanum / Texas Privet Rosa x'Noaschnee' / Flower Carpet White Groundcover Rose SEE SHEET LS -2 FOR PLANTING SPECIFICATIUNS N.T.S. QTY 15 6 16 QTY 4 SPACING QTY 18" o.c. 1,984 48" o.c. 274 f ep. ea f,• 10000 ST;ICKDA _i= HW" SUITE #300 BAI:=RSF E LD, CF, 93311 (661,334-652 (.,� r- u7 N ry, CO U Ld u7 m \ U -u7< (n C) 1* m0_ Y DRAINING TITLE: PLANTING PLAN Know what's below. Call before you dig. DATE:: 12 17.2016 SCALE: 1'=:20'-(,- DRAWN '==20'-C'DRAWN BY: CEI RF JOB NUMBER: SHEET: LP -9 SHEET 21 OF 27 TRACT #7255 7256 i, -"257- - IGHGATE LMD r .J 7 m Y U i� a 0 LU I W 0 z z 0 Ln w DRAINING TITLE: PLANTING PLAN Know what's below. Call before you dig. DATE:: 12 17.2016 SCALE: 1'=:20'-(,- DRAWN '==20'-C'DRAWN BY: CEI RF JOB NUMBER: SHEET: LP -9 SHEET 21 OF 27 TRACT #7255 7256 i, -"257- - IGHGATE LMD r .J 7 PLANTING NOTES 1. REFER TO PLANTING PLANS, PLAN NOTES, PLANT LEGEND, AND PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION. REFER TO IRRIGATION PLANS, NOTES AND DETAILS FOR RELATED LANDSCAPE WORK. 2. NOTIFY OWNER'S REPRESENTATIVE (REP.) 48 HOURS MINIMUM PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULE. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE OF FIELD CONDITIONS THAT VARY FROM THOSE SHOWN ON DRAWINGS AND SEEK CORRECTIONS AND DIRECTIONS BEFORE PROCEEDING WITH WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 4. LOCATE AND MARK ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT. PROTECT FROM DAMAGE ALL UTILITIES, AREAS AND STRUCTURES IN AND AROUND LANDSCAPE WORK AREAS. ASSUME FULL RESPONSIBILITY AND EXPENSE FOR REPAIR AND REPLACEMENT OF DAMAGES CAUSED BY CONTRACTOR. 5. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, AND OTHER STRUCTURES OR ELEMENTS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY FIELD CONDITIONS WHETHER SHOWN HEREON OR NOT. WHEN SHOWN ITEMS DO NOT CORRESPOND TO FIELD CONDITIONS REPORT DISCREPANCIES TO OWNER'S REP. FOR CLARIFICATIONS AND INSTRUCTIONS PRIOR TO PROCEEDING WITH WORK. 6. PLANTING ACCESSORIES & MATERIAL: A. TREE TIE: CINCH TIE, BY V.I.T. PRODUCTS, 800-729-1314 OR APPROVED EQUAL. B. TREE GUARD: 4" DIA. X 9" HT. PLASTIC TRUNK PROTECTOR, "ARBOR GUARD" BY DEEP ROOT PARTNERS, 800-458-7668 OR APPROVED EQUAL. C. FERTILIZER TABLETS- AGRIFORM 20-10-5, THREE 20 -GRAM TABLETS OR APPROVED EQUAL FOR 15 GALLON OR LARGER SIZE TREES, TWO 10 -GRAM TABLETS FOR 5 GALLON SIZE PLANTS, ONE 10 -GRAM TABLET FOR 1 GALLON SIZE. D. ROOT BARRIER: ROOT GUARD 24"x20' ROLLS, BY BIO -BARRIER, 800-382-8467 OR APPROVED EQUAL. E. MULCH: 2" LAYER SHREDDED BARK MULCH IN ALL PLANTER AREAS. SUBMIT SAMPLE FOR APPROVAL. 7. PRE -PLANTING PREPARATION: A. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED, AND APPROVED BY OWNER'S REP. PROTECT IRRIGATION SYSTEM FROM DAMAGE. B. ROUGH GRADE PLANTING AREAS UNIFORMLY SMOOTH, DEVOID OF DEPRESSIONS, TO CONFORM TO THE GRADING PATTERNS ESTABLISHED BY CIVIL ENGINEERING DRAWINGS. ENSURE POSITIVE WATER REMOVAL TO DRAINAGE ELEMENTS OR STRUCTURES PROVIDED BY OTHERS. NOTIFY OWNER'S REP. WHEN ADDITIONAL AREA DRAINS AND SUBSURFACE DRAINAGE ARE REQUIRED FOR PROPER DRAINAGE OF PLANTING AREAS. C. ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING WALLS AND FOUNDATIONS FOR PLANTING AREAS ADJACENT SUCH STRUCTURES. D. REMOVE ALL ROCKS GREATER THAN 2" DIAMETER AND ALL DEBRIS AND DELETERIOUS MATERIAL FROM PLANTING AREAS. E. PREPARE PLANTING BEDS PER SOIL TEST REPORT'S RECOMMENDATIONS, ADDING AMENDMENTS, FERTILIZER, AND OTHER MATERIAL AS SPECIFIED TO SITE TOP SOIL. 8. PLANTS: ALL PLANTS OF THE SAME SPEC[ ES/CU LTIVAR/VARIETY SHALL HAVE MATCHING FORM, FLOWER COLOR, AND SIZE, IN HEALTHY AND THRIVING CONDITION, FREE FROM INJURIES, DISEASES, PESTS AND ROOT -BOUND OR GIRDLING ROOTS. REPLACE REJECTED PLANTS WITH MATCHING SPECIES, SIZE AND FORM. 9. LAWNS: INSTALL VARIETY AS SHOWN ON PLANS AND IS SUITED FOR THE LOCAL CLIMATIC CONDITIONS, SUBJECT TO OWNER'S REP.'S APPROVAL. A. ROTOTILL TO 6" DEPTH AND GRADE SOIL TO SMOOTH GRADIENT AT 1 INCH BELOW FINISH GRADE. B. INSTALL PLUGS PER MANUFACTURER'S RECOMMENDATION. C. IRRIGATE LAWN THOROUGHLY AFTER INSTALLATION. ADJUST SPRINKLERS AS NECESSARY FOR UNIFORM COVERAGE. CONTINUE REGULAR IRRIGATION UNTIL SOD ROOTS ESTABLISH INTO SOIL AND THROUGHOUT MAINTENANCE PERIOD. 10. PLANTING: A. IRRIGATE PLANTING AREAS TO BRING TOP 6" OF SOIL TO FIELD CAPACITY. ALLOW SOIL TO DRAIN. DO NOT WORK SOIL UNTIL IT RETURNS TO A MOIST FRIABLE CONDITION. TREE EXCAVATIONS MAY REQUIRE ADDITIONAL IRRIGATION. FLOOD TREE PITS AS REQUIRED TO MOISTEN SUBGRADE. B. PLACE PLANTS IN THEIR CONTAINERS AT THE LOCATIONS PER PLANS FOR APPROVAL BY OWNER'S REP. MAKE MINOR ADJUSTMENTS AS REQUIRED BY FIELD CONDITIONS AND TO ALLOW OPTIMAL IRRIGATION COVERAGE. C. PLANT QUANTITIES GIVEN ON PLANT LEGEND ARE FOR GENERAL GUIDANCE ONLY. PROVIDE THE SPECIFIED PLANT SPECIES IN THE QUANTITIES AT THE REQUIRED SPACING TO ACHIEVE THE DESIGN EFFECT/INTENT SHOWN ON THE PLANS. D. PLANT GROUND COVER AND SHRUB MASSES ACCORDING TO TRIANGULATED SPACING DIAGRAM UNLESS OTHERWISE SHOWN OR NOTED. E. FOR TREES WITHIN 5 FEET OF PAVEMENT AND SLAB FOUNDATIONS, PRIOR TO TREE PLACEMENT, INSTALL ROOT BARRIER FABRIC WITH ROOT INHIBITING PELLETS 18" DEEP ALL AROUND THE PLANT PIT, WITH 4" MINIMUM END OVERLAP. F. PLANT TREES, SHRUBS, VINES, AND GROUND COVERS AS SHOWN ON DETAILS. G. INSTALL 2" DEEP CONIFEROUS BARK MULCH IN SHRUB BEDS. 11. WARRANTY: WARRANT PLANT MATERIAL AND IRRIGATION SYSTEM FOR ONE YEAR FROM FINAL ACCEPTANCE OF COMPLETED WORK. REPLACE DEAD OR DYING PLANTS AND BROKEN IRRIGATION COMPONENTS WITHIN THIS PERIOD. PLANT SCHEDULE TREES BOTANICAL NAME / COMMON NAME CONT CAL SIZE Acer rubrum 'Red Sunset' / Red Sunset Maple 36"box Jun perus chinensis 'Torulosa' / Hollywood Juniper 15 gal Lagerstroemia indica Lavender' / Crape Myrtle Multi -Trunk 36"box Magnolia grandiflora'D.D. Blanchard' TM / Southern Magnolia 36"box Olea europaea 'Fruitless' / Fruitless Olive 36"box Pistacia chinensis'Keith Davey' / Keith Davey Chinese Pistache 24"box Platanus x acerifolia / London Plane Tree 36"box Platanus x acerifolia / London Plane Tree Quercus agrifolia / Coast Live Oak Quercus agrifolia / Coast Live Oak 6 0 Quercus agrifolia / Coast Live Oak Multi -Trunk Ulmus parvifolia'Drake' / Drake Elm SHRUBS BOTANICAL NAME / COMMON NAME Ligustrum japonicum / Japanese Privet GROUND COVERS BOTANICAL NAME / COMMON NAME Abe;lia x grandiflora'Compacta' / Compact Abelia Annual Color / Annual Color BUXLIS microphylla Faulkner' / Faulkner Boxwood Die�.es iridioides / Fortnight Lily Herierocallis x 'Evergreen Yellow' / Daylily Leucophyllum frutescens 'Viridis' / Texas Sage Ligustrum texanum / Texas Privet Muhlenbergia capillaris'Lenca' / Regal Mist Pink Muhly Mycporum parvifolium 'Prostratum' / Myoporum Rhaphiolepis indica 'Jack Evans' / Indian Hawthorn Rosa x 'Noare' / Flower Carpet Red Groundcover Rose 48"box 36"box 48" box 84" box 36"box pr e Fared F m: QTY 10000 STOCK: ALE H\� Y SUITE #300 44 36KEREF IELD, C4 93311 i 6E'' ' 664-E! 21 30 71 70 41 28 r� LO v Q r� 72 J �y LU r` UJ 3 LL. -0 Q LO 1 -D tV 2 20 (n 6 Y 10 122 SIZE FIELD2 FIE_D3 QTY 5 gal 1,633 CONT FIELD2 FIELD3 SPACING QTY 1 gal 36" o.c. 2,959 4"pot HIGH ANNUAL 6" o.c. 3,850 5 gal 1 gal 1 gal 5 gal 5 gal 5 gal 1 gal 5 gal 5 gal Rosa x 'Noaschnee' / Flower Carpet White Groundcover Rose 5 gal Trachelospermum asiaticum / Star Jasmine Turf Synthetic / Synthetic Turf 1 gal None SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS 18" o.c. 50 18" o.c. 3,886 24" o.c. 2,092 48" o.c. 44 18" o.c. 6,308 48" o.c. 377 36" o.c. 249 36" o.c. 2,568 36" o.c. 877 48" o.c. 1,221 36" o.c. 1,731 5,790 sf DRAINING TITLE: PLANT NG NOTESi SCrdEC�,JLE '�C M 6qcz. r W F -3 04 7 Vo�cirter30,2) (,AL��` DATE: 12.-17.201--- SCALE: 2.'17.201=SCALE: 1 "=.''.3'-0" DRAWN BY: CB RF JOB NUMBER: - SHEET LP -1 0 HEET220F 27 RACT #7255, 7, E6 & 7257- RG iGATE LIVID 1 U w a 0 n IL f— z 0 W DRAINING TITLE: PLANT NG NOTESi SCrdEC�,JLE '�C M 6qcz. r W F -3 04 7 Vo�cirter30,2) (,AL��` DATE: 12.-17.201--- SCALE: 2.'17.201=SCALE: 1 "=.''.3'-0" DRAWN BY: CB RF JOB NUMBER: - SHEET LP -1 0 HEET220F 27 RACT #7255, 7, E6 & 7257- RG iGATE LIVID OVALVE:: � TEE ANCHOR GGNGRE-E - THR.5T BL^GK TYp'GALj' i r 8 q0° ELL 4 .. 100 22 1/2° ELL �� GROSS � FLU6 r 777777. I T;:. ; NOTE . ALL MAINNLINE5 INSTALLED SHALL BE TESTED A5 PER �� ° �ANUPACT•RE-5 SPECIFICATIONS AND SHALL BE A PART `(r� E OF THE INSTALLATION SPECiFIGATIONS. n 45' TEE U ELEVATION 2. ALL TRNCHIN6 DEFTII15 SHALL BE PER G`:TY STANDARD SHEET L-2, DETAILS D: E, AND F, / r , ✓ '' 3. PORTLAND GEMENT GONLGRL-TE USED FOR THRUST BLOCKS 5H.ALL BE GLASS 'B° A5 PER APPLICABLE PROVISION,' OF SECTION 90 OFI 'TIE STANDARD r ` 5PECIFIGATiON5 OF THE CALIFORNIA DEPARTMENT OF TRAPN5P0R'fATION, APPRO`✓ED G€RREM' EDITTONL � (, /�j :r 4. HRU`•T :' AGKS SHALL B£ USED AT r. H .-ES OF r.. r r. DIRECTION (BONDS, TEES), GHAN6E5'.%` YG.x!TY (REDUCERS,'✓AL'✓�5), AND PIPE DEAD ENDS. (�} 4d ° E L U REDUCER 5. YN+N nN7J5T Br l.xKS ARE ifs, ,r?E SIL, AND TTTF OF THE B ..KI LOr N dG MUST BE BASED ON THE MAXIMUM THRUST FORCE EXPECTED AND HE BEAR N6-A�ZITY OF THE SOIL. 6. ALL CONCRETE THRUST BLOCKS SHALL BE IN A000RDAN CE WITH TIE LATE57 APPROVED EDITION Of T}E U1r'!FORM PLUMBN& CODE. \ , 7777�-�"-, ; :/ jam: CITY OF BAKERSFIELD REVISIONS DETAILS FOR TI-I.I:ZI.IST BLOCKS RCi XX?:X>. n1 L-5TRUSTBLOCKS V,/ N.T.S. Drawing: C:\Users\Chris.MININT-13RCK8U\appdata\local\temp\AcPublish_7488\BEUNA VISTA MEDIAN PHASE 1&21RR-PLAT-DETAILS.dwg Layout: LS -501 Apr '9, 2016 3 55p STANDARD PLAN NO. L-5 WATER PROTECTION UNIT p .5' 'SIN. � E ORAVED 0 ti RAVE REQ,U REO ON ALL A55EMBL1£5 I� MIN. 0' (03mi ABCVE j 15' MIN.: / CONCRETE Nm GO RETE SLAB - r , 1(0 4S- ) aI NOTE: 77 L 6.G (OGtrm) i; VIT STRONG BOX SBBC45SS II&, CONCRETE STAINLESS STEEL BACKFLOW GOIV;RETE T•l."T---- ENCLOSURE, IF BIGGER THAN '?.5" ' BLxKPERUPc. �. NEED LARGER SIZE. FROM WATEIR1.`.TC YAL✓f5 METER /.. 6AL'J:4Ni ID ;PIN 4 FIITIPI&5 .... " TYP'CAL HRXSHOx_T% (' 0REVUICEP PRE55URE BACKFLON A55EMBLY (6reater than, 2.0" (0mm) D{a) �1L-4 POTABLE WATER PROTECTION v% N.T.S. ' SEE NOTE t6 I.0' (031111 FOR NOTES, SPRAY HEAT NOTE5: TO CONTROL �IDt 3A° t"T5m 0 I. USE TEFLON PIPE ON ALL TREAVED JOINTS 1. EXCEPT AS NOTED, ALL PIPING AND FIT 71N SG SHALL BE �'- - r;.R UBBL:-rte 2. ALL R15E25 AND NIPPLES SHALL BE SDH. BO PVC. ALL F!TTIP55 GALVANIZED UNLESS APPROVED BY THE \✓L ��\. SHA L 13E 50H. 40 PVC. RECREA T NON AND PARKS DIRECTOR 2 D'A. �E55 WILL BE JNICPIS, 3. ALL LATERALS SHALL BE CLASS <<^00 PVC OR A5 R': ((�JIRID ON PLANS. BRASS FITTINGS ; NIPPLES 2. USE TEFLON PIPE TAPE ON ALL THREADED JOINTS OR NOT FLANGES, A DRAIN VAI OR CHECK VALVE IS REQUIRED TO PREVENT EROSION. j % APPROVED EQUAL BY THE RECREATION AND PARKS DIREGTOR WILL USE BAL AS PRESCRIBED BY THE 5PECLFIED CONDITION'S AND SHALL BE CLOCKCOMS'ACT 0.5` (5Orr6 BASE TO ?O% RELATIVE 3. ALL MATERIALS SHALL BE NEw .AND FREE FROM IMPERFECT:t% VALVES PLACEMENT AND USE. !' 5. ALL POP IJP HEADS SHALL BE 2O' 05m) FROM CONCRETE BRASS F!TTINi55 AND ASPHALT ALAS. Ai -L LARGE RADIUS IRR16ATION HEADS (PART (63m) ABOVE Ff,. FORCIRCLE) �\ F!NISFED 4.5EE APPROVED LAN VSCApEARRIGATION PLANS AND i N!PPLia ABOVE HiCME5T FINISHED LEOEN05 FOR SPECIFIC MODEL NUMBERS, SIZE, QUANTITY, l SPRINKLER HEAD f GRADE MANJFAGTIRERS, AND PERFORMANCE REQUIRChENT5- t FPVB ONLY) i f --- 1.51 MIN CANGREI 5' M!N. ) 5. ALL TRANSITIONS FROM GALVANIZED PIPE To PVC PIPE SHAI.L ;G.45m) 5, A (0.�5m) BE GONSTRUGTFJ wIT.I 5G #E 4o FEMAJ ADAPTER oR t G- t E- DETAIL j ! APPROVED EQUAL BY THE RECREATION AND PARKS DIRECTOR. 8. ANY AND ALL CHANGES FROM THIS STANDARD DETAIL SHEET SHALL Y • \ ! BY APPROVED BY TOE RECREATION AND PARIES DIRECTOR. Q S• SEE APPRDVW LANMAPEARRISATION PLANS AND LEGENDS �Z LARGE RADIUS HEAP (E'ottom MoyntcdJ FOR SPECIFIC MODEL 5, 51=-, QUANTITY, MANUFACTURERS, b. A 60` 1015m' THICK REINFORCED GONC-PTETE SLAB 15 j > $O` UNiGhST E ALE " REQUIRED FOR ALL WATER PROTECTION DEVHOES. MINIMUM j 4 ` :•`;� AJ�APrO CLEARANCE SMALL ;SE 13'(04ON ALL SIDES OF THE ,+: i'INSHED GRADE IN T`•JRi- AREAS \ � DEVICE AND A5 DIRECTED BY THE RECREATION AND PARKS G VALVETDOM PIPS". BE 14 5AU6E L L. 51%LE 5T RAV CAPPER WIRE, TAPED AND DIRECTOR. SEE C1rY STANDARD J, SHOT L-4 ELL(5T)OR `V."G \ %. r HEAT BRAND ONTO LD. . 7. ALL IRRIG ATION INSTALLATION %AJ_ BE IN ACCORDANCE Y{i"H QUICK COUPLER KEY HTH MALE WOE BIB ' LATERAL \ ;•:._;.,:.."", LIPS CONNECTION A5 SHOWN; KEY MUST CLEAR VALVE &%X CITY STANDARDS, -HE LATEST ACCEPTED EDITION OF THE a" / 4 VAvITED - ,•.(,-- 1 GRADE IN SH#R, AR A5 U1:1FORM RIMIN16 GORE, MAN.FAGT,�RS FTWH DVAnON, SECTION 20 OF THE 5TANDARD SPECIFICATIONS, AND AS )� DIRECTED BY THE RECREATION AID PARKS DIRECTOR. FROM WER K BAGKFLOIN %55EM5L`( To VALVE -5 QUICK COUPLER d it iW&A-ON CONTROL VALVE SOY. WITH VALVE ID TAG. 7HE TOP OF (2.D" (50mm) and less) S. A4Y AND ALL DHA%=- 5HAL-L HE APPROVED BY THE If 5TAINLE55 STEEL CLAMP AI10 2.0" (50rrrn) ABOVE FINISHED 6RADE IN PLANTER AREA. T"+E ONE VkVE IS INSTALLED IN T+ SAME LOCATION, RECREATION AND PARKS DIRECTOR SORE IMPLEMENTATION. BRICK SUPPORTS CITY OF BAKERSFIELD REVISIONS a. H -ERE POSSIBLE. LOCATE VALVES IN THE PLANTER AREA5. w' 5ct. 5o PWC NIPPLE (r!T) ��,. '•., DETAILS FOR POTABLE 4. ALL IRRI6ATON IN67.ALLATIO16 SHALL BE IN ACCORDANCE WITrI GORRIJfaATED VALE 50X WITH 5OLT DOOM COVER. L TRIPIL 5WIN16 JON. . WATER PROTECTION 0 20 OF THE 5TAVARD 5PECF CATIONS, AND AS DIRECTED BY THE MAINLINE . ?14x36' REBA KE5 A -- - - - ... ------...-. _ R .,T , RECREATION AND PARKS DIRECTOR. NITRE PULL. BOX: NDS PRO 5ERIE5 13"X20" J M50 z STANDARD LATERAL LIFE 4, INISTALLATION OF EXTRA IRRI60ON CONTROL WIRE FROM I I. ANY AND AL- GHANFr_5 5 -VL- BE APPROVED BY THE RECREATION LANDSCAPE FABRIC PLAN NO. srrr 4 OF ---- 3r4" ROCK. I CUBIC Fr. �€ PS' UP SPRAY HHEAD CI GtIJIGHC COUPLER L-4 APPROVII0 cr XXXXX DATE �1L-4 POTABLE WATER PROTECTION v% N.T.S. ' SEE NOTE t6 I.0' (031111 FOR NOTES, SPRAY HEAT TH 5 SHEr.. -- FOR .ALL Y+,RLS TO CONTROL �IDt 3A° t"T5m 0 I. USE TEFLON PIPE ON ALL TREAVED JOINTS (0.3H �'- - r;.R UBBL:-rte 2. ALL R15E25 AND NIPPLES SHALL BE SDH. BO PVC. ALL F!TTIP55 HA \✓L ��\. SHA L 13E 50H. 40 PVC. f.�15P.Ep Rc q : - 3. ALL LATERALS SHALL BE CLASS <<^00 PVC OR A5 R': ((�JIRID ON PLANS. o„� 6.0"f150mm)', 6RAVEm o; FLEX NIPPLE 1'T/r) 4. YEN IRRI6ATON HEADS ARE INSTALLED WITHIN EMBANKMENTS, , LL (sr) OR A DRAIN VAI OR CHECK VALVE IS REQUIRED TO PREVENT EROSION. '`TEE (SSrt CHECK VALVES AND DRAIN VALVES SHALL BE INSTALLED AT LOCA11O* LATERAL LINE AS PRESCRIBED BY THE 5PECLFIED CONDITION'S AND SHALL BE CLOCKCOMS'ACT 0.5` (5Orr6 BASE TO ?O% RELATIVE APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR TO �Y E3UBBiER/ NHRUS SPRAY HEAD PLACEMENT AND USE. 3. ALL IRRISAT:ON CONTROLLER EP:GLOSJPsS SHALL 13E TOP MOON-': 5. ALL POP IJP HEADS SHALL BE 2O' 05m) FROM CONCRETE INSTAL:- TOP OF HEAD os° AND ASPHALT ALAS. Ai -L LARGE RADIUS IRR16ATION HEADS (PART (63m) ABOVE Ff,. FORCIRCLE) �\ F!NISFED SHALL BE 4O' (IOOMM) FROM CONCRETE AND ASPHALT PART CIRCLE x'82 4.0° " AREAS. HEIGHT OF POP UP HEADS SHALL BE AS FI (00m) FOR FULL CIRCLE 6D'(0.15m) FOR LAY@N AQPAS :•: ``.`y : :. ` j, ";v;;': IO' (0.3M) FOR SHRUBS APPROVED BY THE RECREAT':ON AND PARK5 DIRECTOR PRIOR t IO' (0.3m) FOR 6ROUND COVERS SCF'. 150 PfG NIPPLE (r,�-) -�� :• / --- 6. WHERE PART CIRCLE IRRIGATION HEADS ARE ADJACENT TO A EUILDINe < WALL, LOCATE LEADS MIN, 4' (100ffn) FROM FADE OF MIL.DIN6 WALL TO TRIPLE SETING g SACK OF IRRL6ATION HEAD. <,,:, •-. ._ /: t G- t E- DETAIL T. TRIPPLE 5WIN6 JOINT SHALL LE RNNB!RD SA SERIES OR APPROVED EOJA. ti ,• \' LATERIAL LITE-- „ \' 8. ANY AND ALL CHANGES FROM THIS STANDARD DETAIL SHEET SHALL Y • \ ! BY APPROVED BY TOE RECREATION AND PARIES DIRECTOR. Q S• SEE APPRDVW LANMAPEARRISATION PLANS AND LEGENDS �Z LARGE RADIUS HEAP (E'ottom MoyntcdJ FOR SPECIFIC MODEL 5, 51=-, QUANTITY, MANUFACTURERS, Vi VIEW AND PERFORMANCE RMIREME I5. FINISHED GRACE ---- '',, ---- _PLAN ... E € - 5R:(,` i'INSHED GRADE IN T`•JRi- AREAS G VALVETDOM PIPS". BE 14 5AU6E L L. 51%LE 5T RAV CAPPER WIRE, TAPED AND V N_E65 BOLTW4;1'T AVSD Gv L-lRGJSE YlASHER "OGV" ELL(5T)OR HEAT BRAND ONTO LD. . TEE (SSi,T QUICK COUPLER KEY HTH MALE WOE BIB ' LATERAL \ ;•:._;.,:.."", LIPS CONNECTION A5 SHOWN; KEY MUST CLEAR VALVE &%X 5AR3C)-' ELL a" \i - ,•.(,-- 1 GRADE IN SH#R, AR A5 r'' A� ShlIN1Ea PIPE MIN. j 1 t. VALVE FiRADE QUICK COUPLER d it iW&A-ON CONTROL VALVE SOY. WITH VALVE ID TAG. 7HE TOP OF r.- THE VALVE BOX 5H.ALL BE 2.0' (50mn' EELOW FiN15' W GRADE IN TURF If 5TAINLE55 STEEL CLAMP AI10 2.0" (50rrrn) ABOVE FINISHED 6RADE IN PLANTER AREA. T"+E ONE VkVE IS INSTALLED IN T+ SAME LOCATION, PIAS% FOLL01,11N6 VA -VE BOXES AND 11125 OR APPROVED EQUAL BRICK SUPPORTS ARE DEEMED' ACCEPTABLE. A"'•' DEVIATION FOR :!E ACCEPTED BOXES IRRI6ATlON LNE5 OR MOVING BOX. AFD LIDS BELOW MW5T BE APPRO✓S BY THE RECREATION ANT) PARKS a. H -ERE POSSIBLE. LOCATE VALVES IN THE PLANTER AREA5. w' 5ct. 5o PWC NIPPLE (r!T) ��,. '•., 91Nc,Lw VALI✓E5: N25 PRO SERIES :4"Xi?° 4. ALL IRRI6ATON IN67.ALLATIO16 SHALL BE IN ACCORDANCE WITrI GORRIJfaATED VALE 50X WITH 5OLT DOOM COVER. L TRIPIL 5WIN16 JON. . :." TRIPLE 51,11% JOIN" 0 20 OF THE 5TAVARD 5PECF CATIONS, AND AS DIRECTED BY THE MAINLINE . ?14x36' REBA KE5 A -- - - - ... ------...-. _ R .,T , RECREATION AND PARKS DIRECTOR. NITRE PULL. BOX: NDS PRO 5ERIE5 13"X20" J M50 z 2 RECxi !RED LATERAL LIFE 4, INISTALLATION OF EXTRA IRRI60ON CONTROL WIRE FROM I I. ANY AND AL- GHANFr_5 5 -VL- BE APPROVED BY THE RECREATION LANDSCAPE FABRIC AND PARKS DIRECTOR PRIOR TD IMPL.EMENTAnOV- R C UIRED FOR - H M:AN'FOLD SLE 0` VALVES). EXTRA 3r4" ROCK. I CUBIC Fr. �€ PS' UP SPRAY HHEAD CI GtIJIGHC COUPLER (Bottom MounterU FOR IMPEL %NBER`-i. 51ZEE, QUANTITY, MANUFAG'URER5 SOR ALL EXTRA WIRES) CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD LANDSCAPE AND IRRIGATION DETAILS FOR VALVES VARIOUS IRRIGATION HEADS IJP 11 >,npROCFD R : `0,,\'_X r.1 L-8 IRRIGATION HEADS V J N.T.S. STANDARD PLAN NO. L-8 �n" ... �. E a,271 .IGAL GON21JIT NOTES: D &RADE ! ( ! ROADWAY ; HARD56APE O ___._- 55-EEV• TREE' •- I&W'-OF-WAY GAILY o (O.45m) BEHIND Ir, -HT -OF -PLAY LINE-----------CONIDJIT i PIPINY p:AN YIEw 1. HEN GRO551NG UNDER ROADWAYS Or ANY OTHER HARD SURFACE, Ail ELECTRICAL WIRING AND WATER' HE5 5H i� INET 2 ALL AILED �5 (07tgr) DEP, :N A SCHE:,1LE 40 PVC S .EEVE. SLEEVE SHALL BE 2 TIMES DIAMETER OF CONDUIT / PIPING. ALL EL:ZTRLCAL CON®IIIT 5RAL1 HAVE I" VIN, DIA. FOR IO VOLTS AND 2" MIN..')IA. FOR LOW VOLTAGE. 2. 5LM�rr SHALL EXTEND :i0 10.3rry BEOND HADR%APE ON ALL ENDS 3. NPROVEMEN75 i^I:ntN THE DEDICATEI < STREET RI&HT-OF-WAY MAY REQUIRE ,AN OPEN STREET PERMIT. CHECK WITH CITY D6I4EERIN5 DEPARTMENT FOR REQU:RF`ENT5. 4, HERE OPEN STREET OUTE5 ARE REQUIRED TO INSTALL VARIOUS � IRRIGATION LIN..;., AND/OR WIRES ALL 5 -BEET WICHIN& WITHIN THE ;;TY RJC+T-OF4,IAY SHALL BE N ek-ORDAkGE WITH CITY 5TA�iDARD ST -12 CR AS DIRECTED BY "HE CITY EN61N�R I 5.. A JTY AND A.__ .JHAN5E5 SHALL BE AF-)ROYEI3Y THE RECREATION AND PARKS )RECTOR PRIOR TO IMPLEENTATION. 6. AL ELECTRICAL INSTALLATION 5HAL:_ BE IN ACCORDANCE WITH CITY STANDARDS, MAN'�,PTACTURER'5 RE:OMMENDATIOM5,'°ECTION 20 OF THE STANDARD 5PC-GIFICATIO11,15, AND AS DIRECTED BY THE REGREATiON .AND PARKS DIRECTOR T. ALL MATERIAL USED SHALL BE NEA AND FREE FROM IMPERFECTIONS, S. ALL ELECTRICAL INSTALLATIONS WI °TIN PARKS OR PAR, WAYS 5HA.L_ BE *FC TED BY PUr1I1, WORK5 ELETRIGAL %FERVI50R. 9, NO OTHER GCNDUIT OR PIPiN5 MAY BE ALLONED WITHIN ELECTRICAL OR GOWROL LINE TR I,14, 4.0' (O.:m) r- FIN15-ED 6RA7E ROADWAY ; A*cDSGAPE . O 5LEEVES CITY OF BAKERSFIELD DETAILS .FOR FLE(CTRICAL CONDUIT TRENCHING, SLLIEVING, AND BACKFILL BACKFILL SLEME CONDUIT \ PIPING SECTION REVISIONS STANDARD PLAN NO. -F: L-3 L-3ELECTRICAL/SLEEVING/BACKFILL V J N.T.S. On `'`v^JNT STAItiL E 5O 57EEL GON ;�O LER ENGLOSJRE - AL -TG' Y A : G -- r,ON7ROL_ER. "F ` 5H GR,hD= AUTOM.ATIG CONTROLLER TOP MOUNT 5TAINLE55 STEEL A55EM5ILY CONTROLLER --- -1 4 ENG 05URE WITH CITY OF BAKERSFIELD DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER F:NCCLOSURE. R,_ I. XXXXX DALE REVISIONS STANDARD PLAN NO. L-7 L-7 CONTROLLER ENCLOSURE N.T.S. F'NISFED GRADE NOTE a: , / / e j ::; -:,2 I. WEEN GRO55••N5 UVEB ROADYN415 OR ANY OTIEe HARD SURFACE, ALL ELECTRICAL WIRINS AND NATER LIQ 54AL.L BE NSTALLED 25' K' (OTbm) DEZ.9P, IN A 40 5L:`"tir ✓E. SLEE`rt SIALL IE 2 TIMES DAME' ER OF GONDJIT / FIFIN& ALL ELECMC, L CONDUIT SHALLA`✓E 7'MIN, DIA, FOR ILO ✓OLT5 AND T MIN. D A FOR LOW VOLTAGE. SEE GIT" 5TAVAIRD5 SNS' L-3, DETAIL H 2. HEREE PHE RAINBIRD MAXIGOM I.RR!&ATIONi 61(57EM IS FEAT. 4E MAW L r PLACE :RR ATGN CONTRa SPECIE ED, E MAXIGOM GABL 111x7 NOT COME INTO CONTACT AT rE a cc c T YdRL-5 t•�141} MAIN WITH THE PO ^ER SUMP r OR VALDE WIR`VG. LOCATE THE MAXI- `+ > 0 a K �� Atd7 TaPW AT CAM GABLE NEAR THE MAIN LINEE q AT A O'GLOGK POSITION. b (3,0m) INTERVALS. y LOCATE YfRE5 AT THE 3. IF MORE THA4 ONE LINE 15 INSTALLED PER TRENCH PROVIDE ; \ 3 O'CLOCK P05ITiGN 05(0.15m) HORIZONTAL A"82 VERTICAL SEPARATION. 4. ALL P✓G 5OLVENT '6-1,T 5HALL 5E #T.::'PR'MER ':5 \` / Y -A I N L I \.E REQUIRED ON MAIN LiNIE ONLY). r- 5. LANDSCAPE AND RR,6A'"ION IN0PROVEM NTS H70,14 THE DEDICATED STREET RCHT:-OF-WAY MAY RZOURE AN OPEN 5TREET PERMIT GHEGK WITH GI Y ETw91NI I7PPAR KENT. iO3M; - FINISFED 6RAIF FOR RECNIi1REMEN'F5, 6. WHERE OPEN 5. MT C175 ARE RE-QUIREJ TO INSTALL VAR'Oi d IRRIGATION LNES AND/OR. WIRES, ALL 5TRFiT PATCH N6 WITHIN THE GIT'' RIGHT OF-ttiAY SEAL BE :I� AC40RDWE WITH G:TY STANDARD $T-1:2 OR .AS DIRECTED BY TIE CITY ENISINEER. r • FOR L ARC -•E O � l T. ALL IIRR16ATION LATERAL. LINES SHA .L ex GLASS 200 P✓G. TT F •EA05 r IF A LATERAL LINE 15 LC(ATED UNDER A HARD SURFACE, SChEDU: E 40 PVG 15 REQUIRED. •• F R ALL„ 6. WEN TIERE 15 A CHANCE, IN FITTED D!9_--GTION, ALL !RR16ATION T7<F IEA✓' MAIN LINES LARCa THAN 2.0' (50,7n) N D!A'4ETER !PRCSSI>RE LINES) SHALL BE 5EaRED WTt' coNCR__ Tf!RUET BLOC<5 IN F� j i BACKFlt AGGYR:,A1,E HTN Ml -E'S RFS,ON!N"IENDA' ION AND i �-/ j A5 D!REC"ED BY THE REGRF-AlION AND PARKS DIRECTOR r { 1 STS CITY STANr?AiR) SHf T L OR TRUST I3LxK DE".Ai_. 4 y rr;%i ° 4. ALL IRR16ATON MAINLINES 2.0' (5orrm, IN P AMETeR, AND rj rE _.,d ERA_ LINE LESS SHALL BE SGEDIA E 40 P c, RRI&ATION MAINLINES SREATER THAN 20" (SOrrH IN DiANETER SHALL BE TITE PVC 5CHE✓JLE 40 OR APPROVED EQUAL B,'11 -4E REGREATICN AW PARKS DIRECTOR. Flk St'E'',�2fw`" D'C'mi 10. ANY AND ALL GHAa!iES SHALL Bt APPNLOJID Bv. THE RECREATION t I- O T ' ry� r AND • A.RKS DIRECTOR PRI.,.. 0 :MPLLT'"v l/. x - il, ALL iRR16ATI0N •'tiST.ALLATION SHA. -L IN AGGGRDANGE rV1T'< ��� 1-' E FOR �uRSE � � 1 BAGKFIL:. acv COMmACr CITY STANDARDS, THE LATEST APPROVED EDITION OF T'. UNIFORM TURF `Ek -IS oi._ A,CMNS TO CITY 5TAJOARD PLUMBIN& CODE, MA!U''FA,TURERS RECM. N ATION5, 5EGTION r • 5r-13. Sff CALTRANs SLS. 20 OF TIE STANDARD SPECIFICATIONS, AND :AS DIRECTED BY THE .. r0R 5M� i`. ` < FOR !IkWACE TREATMENT OR 4 DIRECTOR - - GS :..i:. AS PiRECTEP 5Y TOE RECREATION AND PARK D,RtiG,OR f5t IEVDS REOREATi � ANP PARKS Ok 12. ALL MATERIAL USED SHAL BE 0-q ASD FRE'[ FROM IMPi�FECTIONS, e EaFS5l 4 I -., DIRECTOR _ v 15. SEE APPROVED 1.A V'5CAPE AND IRR16ATION PLANS ANI? LEGENDS -A ERA a EJ I FOR SPEG:FIC MODEL NUMBED, SIZE, QUTANTTY, MANUF-ACTLRER, T a 'y PLACE IRR SA oN caknROL i I }'� WIRES WAR TI = MAIN AND PEREOANGE REQUIRE -MEN 5. Q ACT'_ F'aXIWM YRES �� O srrOLED Atte TAPm AT A NO OTHER GOVIJI' OR PIPING MAY BE ALLOYED EAR T E MAN L "L r T Io (3c J INTERVALS. WITHIN IRRIGATION PIPING OR CONTROL LINA TRENCH. AT 71 a aCLec< LOCATE Y8RE5 AT TFE P•�,:TION 3 O'CLXK POSITION. C; MULTIPLE LINES CITY OF BAKERSFIELD REVISIONS DFTAILS FOR PIPING. T' ENCHING, AND BACKFILL STANDARD PLAN NO. L-2 �PlPING AND �TRENCHING AN.T.S. TOP OF likLVE BOX 25 0:16m., DIRECT BURIAL CONTROL WIRE5 l.LW (SEL NO7 #3 CN 'XPA'6•GN �_OCp OR L (5T LIME = N: r 17 GRADE TH 5 SHEr.. -- FOR .ALL Y+,RLS TO CONTROL �IDt � VALVE5. 120 -JO ER'a`IGI� , �'- IN G0 \ SVG LONG 5WEEP ELL - �RO'aT VIP.W 51ZE A5 REQUIRED. MODEL 35-2255 f .][ (57R0`vG BOX EY VIT PRODUGT5) EXTRA j 0v CONTROL NR OR APPRO,/ED EQUAL Rc q : - t;D IRRIGATION CONTROLLER ENCLOSURE NO I. USE 5014EVJLE 80 PVG CONDUIT HITH AN ENCLOSED 5. ALL IRR16ATION INSTALLATION SHALL BE IN ACCORDANCE WITH 2. CONSTRUCT 05(15CAnm) THICK, G -A.55 "B" CONCRETE SLAB A5 CITY STANDARDS, THE LATEST EDITION OF THE CALIFORNIA PLUMBING REQUIRED TO RECEIVE TIE FED5TA_ MOUNTED IRRIGATION CONTROL CODE, AND MANUFACTURERS IEGOMhIEVATION, SECTION 20 OF CLOCKCOMS'ACT 0.5` (5Orr6 BASE TO ?O% RELATIVE THE STANDARD SPECIFIGATION5, AND A5 DIRECTED BY THE - DENSITY PRIOR TO PLACEMENT OF CONCRETE SLAB- RECREATION AND PARKS DIRECTOR. 3. ALL IRRISAT:ON CONTROLLER EP:GLOSJPsS SHALL 13E TOP MOON-': b- ALL MATERIALS SHALL BE VIEW AND FREE FROM DEFECTS. OF A VANDAL AND YEATHER REVETANT NATURE, MANUFACTURED T• SEE APPROVW LANDSCAPE / IRRIGATION PLANS ENTIRELY OF 304 655RADE 5TAINLE55 STEEL AND LEW05 FOR SPECIFIC MODEL fes, SIZE, U QUANTITIES MANUFACTURERS AND PERFORMANCE 4. PORED CONCRETE BASE - 6" M'4. THIGKNE55. EXTEND CONCRETE 6" 'REIItENTS. BEYOND 01,75IDE DIICE%;ON5 OF MLO51M WITH I./2% SLOPE &. ANY AND ALL CHANGES FROM THN5 STAVI7ARD SHALL BE FOR DRAINASE APPROVED BY THE RECREAT':ON AND PARK5 DIRECTOR PRIOR t TO ANY TYPE OF CON5TRllGn0N. CITY OF BAKERSFIELD DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER F:NCCLOSURE. R,_ I. XXXXX DALE REVISIONS STANDARD PLAN NO. L-7 L-7 CONTROLLER ENCLOSURE N.T.S. F'NISFED GRADE NOTE a: , / / e j ::; -:,2 I. WEEN GRO55••N5 UVEB ROADYN415 OR ANY OTIEe HARD SURFACE, ALL ELECTRICAL WIRINS AND NATER LIQ 54AL.L BE NSTALLED 25' K' (OTbm) DEZ.9P, IN A 40 5L:`"tir ✓E. SLEE`rt SIALL IE 2 TIMES DAME' ER OF GONDJIT / FIFIN& ALL ELECMC, L CONDUIT SHALLA`✓E 7'MIN, DIA, FOR ILO ✓OLT5 AND T MIN. D A FOR LOW VOLTAGE. SEE GIT" 5TAVAIRD5 SNS' L-3, DETAIL H 2. HEREE PHE RAINBIRD MAXIGOM I.RR!&ATIONi 61(57EM IS FEAT. 4E MAW L r PLACE :RR ATGN CONTRa SPECIE ED, E MAXIGOM GABL 111x7 NOT COME INTO CONTACT AT rE a cc c T YdRL-5 t•�141} MAIN WITH THE PO ^ER SUMP r OR VALDE WIR`VG. LOCATE THE MAXI- `+ > 0 a K �� Atd7 TaPW AT CAM GABLE NEAR THE MAIN LINEE q AT A O'GLOGK POSITION. b (3,0m) INTERVALS. y LOCATE YfRE5 AT THE 3. IF MORE THA4 ONE LINE 15 INSTALLED PER TRENCH PROVIDE ; \ 3 O'CLOCK P05ITiGN 05(0.15m) HORIZONTAL A"82 VERTICAL SEPARATION. 4. ALL P✓G 5OLVENT '6-1,T 5HALL 5E #T.::'PR'MER ':5 \` / Y -A I N L I \.E REQUIRED ON MAIN LiNIE ONLY). r- 5. LANDSCAPE AND RR,6A'"ION IN0PROVEM NTS H70,14 THE DEDICATED STREET RCHT:-OF-WAY MAY RZOURE AN OPEN 5TREET PERMIT GHEGK WITH GI Y ETw91NI I7PPAR KENT. iO3M; - FINISFED 6RAIF FOR RECNIi1REMEN'F5, 6. WHERE OPEN 5. MT C175 ARE RE-QUIREJ TO INSTALL VAR'Oi d IRRIGATION LNES AND/OR. WIRES, ALL 5TRFiT PATCH N6 WITHIN THE GIT'' RIGHT OF-ttiAY SEAL BE :I� AC40RDWE WITH G:TY STANDARD $T-1:2 OR .AS DIRECTED BY TIE CITY ENISINEER. r • FOR L ARC -•E O � l T. ALL IIRR16ATION LATERAL. LINES SHA .L ex GLASS 200 P✓G. TT F •EA05 r IF A LATERAL LINE 15 LC(ATED UNDER A HARD SURFACE, SChEDU: E 40 PVG 15 REQUIRED. •• F R ALL„ 6. WEN TIERE 15 A CHANCE, IN FITTED D!9_--GTION, ALL !RR16ATION T7<F IEA✓' MAIN LINES LARCa THAN 2.0' (50,7n) N D!A'4ETER !PRCSSI>RE LINES) SHALL BE 5EaRED WTt' coNCR__ Tf!RUET BLOC<5 IN F� j i BACKFlt AGGYR:,A1,E HTN Ml -E'S RFS,ON!N"IENDA' ION AND i �-/ j A5 D!REC"ED BY THE REGRF-AlION AND PARKS DIRECTOR r { 1 STS CITY STANr?AiR) SHf T L OR TRUST I3LxK DE".Ai_. 4 y rr;%i ° 4. ALL IRR16ATON MAINLINES 2.0' (5orrm, IN P AMETeR, AND rj rE _.,d ERA_ LINE LESS SHALL BE SGEDIA E 40 P c, RRI&ATION MAINLINES SREATER THAN 20" (SOrrH IN DiANETER SHALL BE TITE PVC 5CHE✓JLE 40 OR APPROVED EQUAL B,'11 -4E REGREATICN AW PARKS DIRECTOR. Flk St'E'',�2fw`" D'C'mi 10. ANY AND ALL GHAa!iES SHALL Bt APPNLOJID Bv. THE RECREATION t I- O T ' ry� r AND • A.RKS DIRECTOR PRI.,.. 0 :MPLLT'"v l/. x - il, ALL iRR16ATI0N •'tiST.ALLATION SHA. -L IN AGGGRDANGE rV1T'< ��� 1-' E FOR �uRSE � � 1 BAGKFIL:. acv COMmACr CITY STANDARDS, THE LATEST APPROVED EDITION OF T'. UNIFORM TURF `Ek -IS oi._ A,CMNS TO CITY 5TAJOARD PLUMBIN& CODE, MA!U''FA,TURERS RECM. N ATION5, 5EGTION r • 5r-13. Sff CALTRANs SLS. 20 OF TIE STANDARD SPECIFICATIONS, AND :AS DIRECTED BY THE .. r0R 5M� i`. ` < FOR !IkWACE TREATMENT OR 4 DIRECTOR - - GS :..i:. AS PiRECTEP 5Y TOE RECREATION AND PARK D,RtiG,OR f5t IEVDS REOREATi � ANP PARKS Ok 12. ALL MATERIAL USED SHAL BE 0-q ASD FRE'[ FROM IMPi�FECTIONS, e EaFS5l 4 I -., DIRECTOR _ v 15. SEE APPROVED 1.A V'5CAPE AND IRR16ATION PLANS ANI? LEGENDS -A ERA a EJ I FOR SPEG:FIC MODEL NUMBED, SIZE, QUTANTTY, MANUF-ACTLRER, T a 'y PLACE IRR SA oN caknROL i I }'� WIRES WAR TI = MAIN AND PEREOANGE REQUIRE -MEN 5. Q ACT'_ F'aXIWM YRES �� O srrOLED Atte TAPm AT A NO OTHER GOVIJI' OR PIPING MAY BE ALLOYED EAR T E MAN L "L r T Io (3c J INTERVALS. WITHIN IRRIGATION PIPING OR CONTROL LINA TRENCH. AT 71 a aCLec< LOCATE Y8RE5 AT TFE P•�,:TION 3 O'CLXK POSITION. C; MULTIPLE LINES CITY OF BAKERSFIELD REVISIONS DFTAILS FOR PIPING. T' ENCHING, AND BACKFILL STANDARD PLAN NO. L-2 �PlPING AND �TRENCHING AN.T.S. TOP OF likLVE BOX 25 0:16m., MAIN (SEL NO7 #3 CN 'XPA'6•GN �_OCp OR L (5T LIME = N: r 17 GRADE TH 5 SHEr.. -- FOR .ALL Y+,RLS � , �'- LU I- LU JJ i RO' LL Lo Lo Q f .][ LLj Y* (D EXTRA j 0v CONTROL NR Rc q : - ESL' I - -Z NRE ' e,4 IA Yr... -INE 51i 2 k M " KR1 J rEDJLE °✓ - FEMIALE ADA, x ?: U LLL (TT) FAS- NIPPLE Nl�L E F t Li ADD THIR,EADED JN.ON r < E t G- t E- DETAIL 'ti" P N VIEW 15 FOR VALVE SG DI L bC - "ITIS 51HF1'T INtr'..ALi.ATiON -DETAIL Y) Q MAIN VAN , Vi VIEW LINE >. NE. ---- _PLAN ... E € - 5R:(,` _ � I 5. ALL IRR!6A7:ON CONLTROL WIPES (CONTROL AND C0140SHALL RENJ1"CONTROL VALVE BE 14 5AU6E L L. 51%LE 5T RAV CAPPER WIRE, TAPED AND �J BUNDLED AT IO' t5Orr) INTERV,g5 AND PLACED NEAR THE IRRIGATION MTA NINE A' THE 3 .)`CLOCK POSITION, NOTE5: SEE G!T1' 5TAN D.AR25 SHEET L-2. USE TEFLON ON ALL !:�IAVEO JOINTS.6. ALL WIRE- CONtE'TIONS SHti'L_ 8E WATERPROOF AND APPRDVED BY THE REGREAT!ON AND PAR<5 DIRECTOR SPLICES WILL NOT 2, ALL NIPPLE6 5H.ALL BE SCHEDULE bO PVC. ALL F':TTIN65 BE ALLOYW UN1LE55 APPROYLSr BY THE RECREATION AND SHALL BE SCHEMLE 40 PVC. PARKS DIRECTOR TtlE AF RO\,W SPLICES WILL REQUIRE THE USE OF A 5PLI:GE BOX. 3. ALL IRRI&.ATION CONTROL VALVES SHALL EIE PL.ACFD :N A PLASTIC iW&A-ON CONTROL VALVE SOY. WITH VALVE ID TAG. 7HE TOP OF T. MAINTAIN 2.O' (Ofxn) 5EPARA"ION BIETYEEN REMOTE THE VALVE BOX 5H.ALL BE 2.0' (50mn' EELOW FiN15' W GRADE IN TURF GON'TROL VALVE5 ;GEN ER lW. 1-0 GENI-ERL-INE) H -EN MORE THAN AI10 2.0" (50rrrn) ABOVE FINISHED 6RADE IN PLANTER AREA. T"+E ONE VkVE IS INSTALLED IN T+ SAME LOCATION, PIAS% FOLL01,11N6 VA -VE BOXES AND 11125 OR APPROVED EQUAL MUST BE ABLE TO REPLACE VA.VE WITHOUT CUTTIN6 ARE DEEMED' ACCEPTABLE. A"'•' DEVIATION FOR :!E ACCEPTED BOXES IRRI6ATlON LNE5 OR MOVING BOX. AFD LIDS BELOW MW5T BE APPRO✓S BY THE RECREATION ANT) PARKS a. H -ERE POSSIBLE. LOCATE VALVES IN THE PLANTER AREA5. BiRECTOR.. 91Nc,Lw VALI✓E5: N25 PRO SERIES :4"Xi?° 4. ALL IRRI6ATON IN67.ALLATIO16 SHALL BE IN ACCORDANCE WITrI GORRIJfaATED VALE 50X WITH 5OLT DOOM COVER. CITY 5TNOARD5, THE LATEST s,PPROVED EDITION OF THE UNIFORM PLUMBIN6 CODE, MAN FACTJREF 5 RECOMMENDATIONS, SECTION GUIGK C,0JPS�.R: NDS PRO SERZE'5 IO° ROUND 00RRusATE2 VALVE SOX WITH BOLT DOWMi Cal/ER. 20 OF THE 5TAVARD 5PECF CATIONS, AND AS DIRECTED BY THE RECREATION AND PARKS DIRECTOR. NITRE PULL. BOX: NDS PRO 5ERIE5 13"X20" J M50 z RECTANGULAR VALVE BOX WITH BOLT DOWN DOVER. 10. ALL MATERIALS USED 5tIALL BE tEW AND FREE FROM DEFECTS. 4, INISTALLATION OF EXTRA IRRI60ON CONTROL WIRE FROM I I. ANY AND AL- GHANFr_5 5 -VL- BE APPROVED BY THE RECREATION IRRI6ATIGN CONTROL CLOCK ':O REMOTE CONTROL VALVE IS AND PARKS DIRECTOR PRIOR TD IMPL.EMENTAnOV- R C UIRED FOR - H M:AN'FOLD SLE 0` VALVES). EXTRA HIRE SHALL BE A DIFERENT COLOR THAN THE ONE USED TO 2. SLE APPROVED LAN P57CAP IRRIGATION PIANS ANTD LE5EIND5 OPERATE V,ALVE•-5. (ONE COLOR FOR ALL VALVE WIRES 4 ONE COLOR FOR IMPEL %NBER`-i. 51ZEE, QUANTITY, MANUFAG'URER5 SOR ALL EXTRA WIRES) 40 PER, ORMf+NGE RFOAREME_"n. CITY OF BAKERSFIELD REVISIONS DETAILS FOR REMOTE CONTROL VALVES STANDARD PLAN NO. SFi'r 6 OI: _ �.rr,,:�� ;, c: VX V. x s�t,rr- L-6 E� L-6 REMOTE CONTROL VALVES L- I N.T.S. ice■ 9!N!t_■ - 10000 _TOCKDA-E HVJ! SUITE #300 EIH<ERS- ELD, Cri 93311 (6611664-6321 DRAINING TITLE:: STANDARD D I_::TA I LS cl .� 0 :,I natuieJ Flurnewel Cate )_Dat©,'\�F o-FLS\cpl M. A^ rYG� 4827 9 Q� r, "i - -- --3 V --- Data u \FF IL 30. 21116 V� �-T� rata CAl,1F DATE: 4/,1-:/201 c SCALED: Nri� DRAVIN BY: CB HGF JOB NUMBER: - SHEE_T PD -1 SHEET23OF 26 E'er j 4 Q N- U 0 � C) LO J N �'- LU I- LU LL Lo Lo Q f .][ LLj Y* (D •�[ ESL' I - DRAINING TITLE:: STANDARD D I_::TA I LS cl .� 0 :,I natuieJ Flurnewel Cate )_Dat©,'\�F o-FLS\cpl M. A^ rYG� 4827 9 Q� r, "i - -- --3 V --- Data u \FF IL 30. 21116 V� �-T� rata CAl,1F DATE: 4/,1-:/201 c SCALED: Nri� DRAVIN BY: CB HGF JOB NUMBER: - SHEE_T PD -1 SHEET23OF 26 m Y 2 U Li H Q D w H z 0 N it DRAINING TITLE:: STANDARD D I_::TA I LS cl .� 0 :,I natuieJ Flurnewel Cate )_Dat©,'\�F o-FLS\cpl M. A^ rYG� 4827 9 Q� r, "i - -- --3 V --- Data u \FF IL 30. 21116 V� �-T� rata CAl,1F DATE: 4/,1-:/201 c SCALED: Nri� DRAVIN BY: CB HGF JOB NUMBER: - SHEE_T PD -1 SHEET23OF 26 05 05' RAO, (15m) rZENTERLINE F1415HED oom)T, OFF FENCE 6RADE 'PICAL ALL SIDES -x CHAIN LIMO FSE -1.0'(2 ) (SEE NOTE #3) OR HOOD FENCE M STRIP CONCRETE MON STRIP 03, RAD. (15mm) SEPARATE TLRF FROM PLANTER I/-TypirAL ALL 51orn V (SEE NOTE i- q.O.qD' RAD. (15m.) (0.23m) (025m1 FINISHED TI TOP SIDES GRADE 1% M! 2% MAX. FALL AKAY FROM FLAYOROW J. 4751-0111-11m) SAND LAM ICK COWACTED LOT T CONCRETE MON STRIP EARTH 2. MON STRIP AT CHAIN LINK FENCE AND Hcor> FENCE BLOCK K641 :(02m) /-COMPACTED EARTH OR FENCE APPROVED KATERPROOFIN65 PLAYGROUND 51PENALK ON LOT SIDE @ LOT NOTES: 05' RAD. (I.5* /-ORADE 1. CONSTRUCT A DEEP SCORE JOINT (1') AT EVERY FENCE POST XV TYPICAL TOP Sims l EVERY 5' (ohm) ON ALL OTHM CONCRETE SURFACE. 2D 150prd2. ALL AREASTO REirEIVE CONCRETE SHALL BE COMPACTED TO (SEE! NOTE #,2)- qO% RELATIVE DENSITY FOR A DEPTH OF 05 (ISOffifft) OR AS 1(023rrt) COMPACTED APPRO1vW BY lit -E RECRE-ArON AM PARKS DIRECTOR NNI _EARTH c -RADE 5. TOP OF MON STRIP SHALL BE 1.0'(25PH ABOVE FINISHED GRADE NO ADJACENT TO TAF AND 20(SOmm) ABOVE FOOTING, FINISHED GRAPE *IEN A 0-JAaNT To FLAWER (OD"iI50arn) THICK CONCRETE 4. AIERE THE GRADE ON Tit LOT 51DE OF THE HALL is HGHM MON 57RIP THAN THE &RAVE ON TIE STREET SIDE Or THE HAL., HATER PROOFIN615 REWIRED. SEE CITY STANDARD SHEET L -q DETAIL &I FOR HATER PROOFING REWREMENTS SECTION BLOCK WALL 5. A qD'(O.23m) WIDE CONCRETE MON STRIP 15 REQUIRED FOR Al OR FENCE LAHN AREAS ADJACENT TO AN EXIST1146, OR PROPOSED FEWEANALL 617Y STANDARD SHEET L-11, DETAIL R 4 N' 6. ANY AND ALL CHANSM FROM THIS STANDARD DETAIL SHEET SHALL BE APPROVED BY THE RECREATION AND PARKS DIRECTOP PRIOR TO CONSTR14TION, - GL WITH R=q. 5H& PILASTER ALL CONCRETE .151 _% 'B' IN ACCORDANCE (023m) F15EAN ( IT( STANDARDS, Tit LATEST EDITION Or SECTION 15 OF THE STANDARD SPECIFICATION, AND AS APPROVED BY THE RECAmATI. ON MON STRIP AT AND PARKS DIRECTOR HALL AND FENCE b. MON STRIP ALONG HALL SHALL IN PLASTER, q. MOH STRIP SHALL BE IN5TALLED AT ALL PROPERTY LINES. CITY OF BAKERSFIELD REVISIONS DETAIL FOR CONCRETE MOW STRIPS & PLAYGROUND SIDEWALK STANDARD PLAN NO. SHT ii OF ___14 APPROVED Rep. xxxXx DATE L -I I L-11 MOW STRIPS & SIDEWALKS N.T.S. STANDARD PLAN -NO. fl SffT 14 OF 14 APf'Pf)VE[) CT' "'Xxxx .51"t: L 14 h A L-7 MASONARY WALL. I V V N.T.S. Drawing CAUsersXChris.MININT-1 3RCK8U\appdata\local\temp\AcPublish 7488\BEUNA VISTA MEDIAN PHASE 1 &2 IRR-PLAT-DETAILS.dwg Layout: LS -502 Apr 19, 2016. 3:55pm NOTES: 1. APPLY SOIL X4NDMENT A5 PER 50L TE5T. 2- ALL TREES SIALL BE STA9W WITH WA 20' "0 DIA. (PRff;aK TREATED) LODGE EOL:. PM }REMOVE NURSERY I # TREE STAKES P" ALL PLANT MATERIAL MIYERED TO THE PROECT SITE AND INSTALL NEW TREE STAKES. 3. CONSTRUCT MAA AS REWIRED TO SECAM PLANTS STABILITY INSTALL TREES RANGDURNS 6ONSIR1411ON IN57ALLATION, 4. AR50R TR =- GUARD OR APPROVED EWAL 6 FWUND AROUND CL OF PLANTS -R4" (I m) ALL TREES PLANTED IN LAM AREAS. BEW REWRED 5. ROOT GUARD BARRIER 15 W4UPW H -EN THE TREE TRIM 15 DISTANCE VARIES 'i SD'PSW' OR LESS PROM ANY HARD SUIRFACE, PLACE BARRIER PARALLM ALONG THE EDGE 01 AARD WitFACE. F.G. 6. PLANTING TABLET SHALL BE RiVIED 20 (5a1mI BIELOH FINI%W GRADE WAR ROOT FOUNDATION AS FOLLON5. I3 - TABLET PER I GAL (3,1q U - TAazm Fm 5 GAL 66.1 Q 6 - TABLETS PER 15 GAL. (56h Q q - TABLETS PPR 20 (ObW BOX ROOT BA IER1. MY AND ALL DEVIATIONS FROM THIS 57MOARD SHALL BE PARE 5 PER CLR.• APPROVED BY THE! REVREATION AND PARKS DIRECTOR. KW-A67URERS I'l-knt67 TABLETS b. ALL LA?MAPE INSTALLATION SHALL BE IN ACCORDAWX WITH SPEC PICA'06 (SEE NOTE 6) CITY 5TAwA#05- MAI,1UFA71RER5 R15COWIENDATION, NO SECTION 20 OF PE 5TATDARD 5PEQFrATION5. (H-1) !R= FLANTINQ PqiT+- Room% RD q. ALL MATERIAL USED SHALL BE NEK NO FREE FROM 10. SEE APPROVED LAND56APEARRI&ATION PLANS FOR SPECIFIC MODEL NIMBIER5, SIZE, MANUFACTURER, NO PIERFORMAN62 11, AM 2' OF DOUBLE CUT H= CHIP MATERIAL FROM CITY 6REB41A5TE FACILITY OR APPROVED EQJAL PREVAILING KIND DIRECTION TREE Tlw TREE STIWES ORT YONDER TR_ TIE K24b4 OR APPROVED F_Q:6,L. 2 7.1B PER 57W. (3 TIES AS RM D) STAKE(S) STAKE LOCATION iT (5EE_ NOTE $2 AND DETAIL X 5AB TI GUARD 2! FOR TURF- MY KATE!tN HATER BASIN BASIN F.6. 4D'EERA. 4.0' BERM (100 rrw (Daymi CR" OF' TREE TO Be 05. (15M. " AW/E Pis In CLL MIR01,16HOUT, Aw-mm-, TABLETS ;5m NOTE #b) PLAWN5 TABLETS (SEE NOTE W 2xiIDH _I UND15TUROW SOIL 2x MOTH OF ROMALL TYPICAL SHRUB (IT) 5TAKIN6 DETAIL KI PLANTING MTAIL CITY OF BAKERSFIELD REVISIONS DETAIL FOR TREE AND SHRUB PLANTING STANDARD PLANT NO. S1111 10 RUEXXXXX DAME I L- 10 L-1 OTREE AND SHRUB PLANTING N.- .S. THE O5,T1_-r-T1VE 15 TO 50FTEN THE VISUAL IMPACT OF A FENCE OR KN -LED FRONTAGE. PLANT MATERIAL SHALL BE SELECTED TO PROVIDE A PLEASING LANDSCAPE WITH LOW MAINTENANCE REQUIREMEWS. LANDSCAPE PLANT MATERIAL COMBINATIONS SHALL 5E REVIEWED AND APPROVED BY CITY PARKS DIVISION. A SEPARATE AUTOMATIC ItIRRI&ATION SYSTEM IS REQUIRED. V A R ----GATE SHRUB 5 PLAN < ELEVATION 6' TALL CHAINLIW, FENCE D& AL OR MASONRY HALL SFTCTTION WIDTH VARIES NTS 13070111 OF SLOPE TREES 151-201 O.C. P OR DRILL SITE AR!A-) 6AT[ ___FENCE Oq ........... ..... ............ .. ....... .. . /0'--5- WIDE LANDSCAPE PLANTINS (SHIRIA35 ONLY) CONCRETE CURB/&UTTLR 5'+ VIDE LANDSCAPE PLANTIN6 AREA (TREE5/SHR1;55) DRI\/EMy 50EKALK AREA ---/ ELEVATION NTS L AREA EETHEEN 5AK C$F SIDEKALK AM:) HAL_ 5. ALL eRaND COVER SHALL BE REV1EIlW AW 't. NO CLIM131K4 VINES SHALL BE LiSM TO SCREEN OR FENCE AT PROPERTY LINE SHALL BE APPROVED BY CITY PAWS OM510K KALL OR PENCE. LAND_,APM 4 IF FRON ASE!S 1 THAN 100 4 ALL PLANTS TREES)SHALL HAVE AN b, NO LAND-iCAPE IMFROVIE?+eN'l 5 SHALL BE LINEAR FEET, THE AREA BETHEEN PENCEIVOLL AIV WtV=AL vjmm ALLO?W AND CONCRETE SID LLA SHALL EIE 5A" OF CJM SHAL_ RECIEVE C,24CIRETE S. IRRIOATION SYSTEM SHALL HAVE A SEPARATE EXTEHOM TO THE FACE OF WAIL AHERE SUIKP 00 2. CP41M COVER MAY BE USW ONLY WHEN POINT OF CONNEe-TION, DRILL SITE FRONTAGE 15 LESS THAN 100 LINEAL DISTANCE M-rIIEEN BACK Of SIDEWALK AND FENCE 6. SH1485 A!1V TRIMS SHALL M SPACED NO FEET AS MEASURED PARALLEL TO THE AV,,ACEN7 EXCEW5 iC'. CLOSER THANY2 THEIR PULL DIAMETER AT MATURITY. 57REET. -------------- CITY OF BAKERSFIELD REVISIONS TYPICAL LANDSCAPE WALL OR FENCE SCREEN STANDARD PLAN NO. SHT I.L_ )1- j: 0 R(Xxxx�x DATE L-13 WALL OR FENCE SCREEN N.T.S. 0 I' H 60441GRETE 6,06< KAJL _2% MIN. SIM G.G 24-'- qmmm=�;=5TANDARD SLOPE WITHIN LAN05CAPE AREA SHALL 13E 1`<.OM HALL Tompr-5 5TRET WITH 2% MIN vvv, AND 4:1 MAXIM N. @I $TRZETSCAPE 5e,�TIO CONC;pm BLOCK HA 2% MIN' SLOPE TYPE M MEDIAN aF15 ('rP M-;, M-2 �C'T ALI OHED IN _ANDc_,',APE:­ �ANS) lb'5TAMPED 3.0' 2' FOR DARK ILLG44 CONCRETE (450m) (0.600 jL 1I "f HIDRO51EED (5EE 6i TY STANDARD 0 SOD SHEET L-12) GRADE - REMOVE ALL PORE'r7N -0 A , - MA RIAL. It?TH GE0 IN f7 - 5F -61":��AT:O ; PrE _ROOT GUARD -- BARRIER ON 5IXL ON -Y MA&fACTJRN AND TYPE TO 13E BY RECREATION AND PARKS D1 I,TOR FI I MEDIAN SECTION CONCRETE 2.. N (0 BLOCK K4,JL VARIE3 3.0" OF F.C7. LOT > y SIDE *L_AN1t',.. rCf- �'�bACI L<Fi'_' _ R�RE V SHEET L-11, DETAIL 'MI' LAN05CAFE AREA ''i-- 11 e'. 11 i . 1. NAT ERPROOt ING, SLOPE HIT THIN A LANDSCAPE ARZ-4 SHALL BE FROM. KALL AAWACTWER AND EYTO BE APPROVED Tomcv,5 57EET WITH 2% miNnm.410 4:1 MkXIKP., BY RECREATION AND FARK6 DIRECTOR NOTE; t) 5TREE12-eAFE SEGTQ ONLY ALLOWED WITHIN Cv"RNER MOPU�NT LOCATIONS T3€.6) (STANDARD TYPE SIDEWALK) NATER PROOF INC: NOTES: (RAISED PLANTERS AND I. PROVIDE POSITIVE DRAINAGE (2% MINI" TO 4:1 MAX.) RETAINING HALLS) N ALL MLLARFA5. 2. qD'(Z3Om) HIDE CONCRETE MOH STRIP 15 REWIRED FOR ALL LAW AREAS ADJACENT TO PROPOSED OR E45TIN6 HALL PER CITY STANDARD 5HEL-7 L-11, DETAIL N1, 5. ALL MATERIALS USED SHALL BE NEH 4V FREE FROM 5. HALL HATER PROOFING 15 REOURED PER CITY STANDARD IMI:°EP.FEGTIONS. %M L-11, DETAIL M! 6. IF CURBIN5 AND OR CLM&JrrER FOR ; R _NVS6APE GEM MEDIANS - 4. ANY AND ALL CHANSEB SHALL BE APPROVED By THE ARE NOT EXISTM, SEE APPROVED IV:_ "NEERINS DRANW75. RECREATION AND PARK5 DIRECTOR PRIOR TO IMPLEMENFATION. T 4.0'022r,) 414 I'LANTIMS AREA HIP"H. CITY OF BAKERSFIELD REVISIONS LANDSCAPE DETAILS FOR M.IED[AN ISLAND PARKWAY. WATERPROOFING PLANTER WALL, AND RETAINING WALLS SUT 9 OF 14 .APPROVED KC1. _XXXXX ATE: STANDARD PLAN NO. L-9_ L-9 MEDIAN ISLAND PARKWAY N.T.S. r - LO N NOTES; EmDENOTES AREA AITHN MEDIAN ArZOl"TABLE 1. A PLANNING DEPTARTTIENT APPROVED CONCEPT PLAN 15 FOR EXTENT OF -_ANr=_R AREA). AREAS OUTSIDE REQUIRED PRIOR TO RIBMITTAL OF HALL IMPROVE" PLANS. CAP PER APPROVED MAJOR ARTERIAL 2, FOOTIN6 TO BE aASS 'B"0ONCf;i!ET1E. . CCA'6 EF7 PLAN Or TREES OR OTHER raATURIES MAY BE LIMITED IAFTO 516HT LINE R.�TVCTION5. FC, -- 2500P5I m21 PA). 3. FINISHED 6RADE DIFF5LENCE ON EACH SIM OF THE HALL SHALL NOT EXCEED 10 (0- . ............ . . . 4. &ROIJIT ALL CELLS TO 2.0'(OhO ABOVE H16HER GRADE. $4 0 32'(Oft) O.C. - 5. GROAT -ALL CELL5 CONTAINING REBAR, INCLUDING BOND - HORIZONTAL BEAMS, TO TOP OF HALL. 6- A MINIMUM OF 25% or STREET 54M MASONRY. To BE `MXTLFM, 1. TOP Of: HALL 6RAVIENT TO MATGA4 FL To A MAXIKJM OF Oh-,% SLOPE, OR STEPPED TO MEET HE16HT REGUIRBEN15 AS DIRECTED BY CITY DOINEER. b. BEARING 501L SHALL BE COMPACTED TO " OF MAXIKH 6.0' x 6.01 x16" MY DEW -41Y AS DETERMINED BY A5TM P-1551 TO A (0.15m x 0.2m x 0.4m' - DEPTH OF Iff (0-1m) BELOW BOTTOM OF FOOTING. q. HATER PROOF 5URFACINS NTH OM' (bDI," THICK "s i ASPHALTIC HATER PROOF COATING, OF APPROVED EQUAL AS PER T CITY STANDARD SHEET L -q PTEAIL 61. COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOHN TO FOOTIN6. FOOTINGS SHALL NOT FWD THE HIM 5HOHN 04 THE 1 PLAN5 BY MO:en THAN 2.0" (5"). ANY FORMWORK WCE55AW To MAINTAIN THIS FOOTING WIDTH SHALL BE ffia4 THE FIN15HM TOP OF GRADE AT LEAST 16" (0.4M) OR THE DEPTH OF THE FOOTINS, MICHEVER Is LESS. PE510N CRITERIA: I. COW -REM MASONRY UNIT 6RADE N'. MEDIUM HE1169 #4 a 32" (02vi) O.C. CONFORW55 TO ASTM 040. BEND INTO FOOTING 2. REINFORCED STEEL z GRADE 40, 5- MAXIMUM SOIL BEARING, PPZ99M = IOOOPSF (b!MPA) 4. HIND DENON 15 ION"(1150H), EW09JRZ'B' No SEISMIC ZONE "ell. 5. SMI'ViSION HALL 516NS: 5A, APPROVED MATERIALS: ALUMINA 5TAINILE55 STEEL BRA55 GRANITE, INLAID TLE AND POWDER WITH MINR,i THZkji!iis or - 3W SOLID rrROL&W SISN. 55. STAINLESS STEEL HALL AWHOR5 6/4'X 2-1/2") KNIMUIM, MOUN`W TOP AND BOTTOM EVERY 6'FU51'I TO THE HALL KITH EPDXY ANDSHALL HAVE NO VOID5 EETKEEN 516NA6E AND HALL. GRADE CONCRETE MOH5TR1r AS AIRED PER DETAIL L XREG *4 LONGITUDINAL CONTIN.VJ5 #4 a 16' (o*n) OL. or #5 0 24'(OhW O.C. 30, (ohm) CITY OF BAKERSFIELD REVISIONS DETAIL FOR III MASONRY WALL NON -RETAINING STANDARD PLAN -NO. fl SffT 14 OF 14 APf'Pf)VE[) CT' "'Xxxx .51"t: L 14 h A L-7 MASONARY WALL. I V V N.T.S. Drawing CAUsersXChris.MININT-1 3RCK8U\appdata\local\temp\AcPublish 7488\BEUNA VISTA MEDIAN PHASE 1 &2 IRR-PLAT-DETAILS.dwg Layout: LS -502 Apr 19, 2016. 3:55pm NOTES: 1. APPLY SOIL X4NDMENT A5 PER 50L TE5T. 2- ALL TREES SIALL BE STA9W WITH WA 20' "0 DIA. (PRff;aK TREATED) LODGE EOL:. PM }REMOVE NURSERY I # TREE STAKES P" ALL PLANT MATERIAL MIYERED TO THE PROECT SITE AND INSTALL NEW TREE STAKES. 3. CONSTRUCT MAA AS REWIRED TO SECAM PLANTS STABILITY INSTALL TREES RANGDURNS 6ONSIR1411ON IN57ALLATION, 4. AR50R TR =- GUARD OR APPROVED EWAL 6 FWUND AROUND CL OF PLANTS -R4" (I m) ALL TREES PLANTED IN LAM AREAS. BEW REWRED 5. ROOT GUARD BARRIER 15 W4UPW H -EN THE TREE TRIM 15 DISTANCE VARIES 'i SD'PSW' OR LESS PROM ANY HARD SUIRFACE, PLACE BARRIER PARALLM ALONG THE EDGE 01 AARD WitFACE. F.G. 6. PLANTING TABLET SHALL BE RiVIED 20 (5a1mI BIELOH FINI%W GRADE WAR ROOT FOUNDATION AS FOLLON5. I3 - TABLET PER I GAL (3,1q U - TAazm Fm 5 GAL 66.1 Q 6 - TABLETS PER 15 GAL. (56h Q q - TABLETS PPR 20 (ObW BOX ROOT BA IER1. MY AND ALL DEVIATIONS FROM THIS 57MOARD SHALL BE PARE 5 PER CLR.• APPROVED BY THE! REVREATION AND PARKS DIRECTOR. KW-A67URERS I'l-knt67 TABLETS b. ALL LA?MAPE INSTALLATION SHALL BE IN ACCORDAWX WITH SPEC PICA'06 (SEE NOTE 6) CITY 5TAwA#05- MAI,1UFA71RER5 R15COWIENDATION, NO SECTION 20 OF PE 5TATDARD 5PEQFrATION5. (H-1) !R= FLANTINQ PqiT+- Room% RD q. ALL MATERIAL USED SHALL BE NEK NO FREE FROM 10. SEE APPROVED LAND56APEARRI&ATION PLANS FOR SPECIFIC MODEL NIMBIER5, SIZE, MANUFACTURER, NO PIERFORMAN62 11, AM 2' OF DOUBLE CUT H= CHIP MATERIAL FROM CITY 6REB41A5TE FACILITY OR APPROVED EQJAL PREVAILING KIND DIRECTION TREE Tlw TREE STIWES ORT YONDER TR_ TIE K24b4 OR APPROVED F_Q:6,L. 2 7.1B PER 57W. (3 TIES AS RM D) STAKE(S) STAKE LOCATION iT (5EE_ NOTE $2 AND DETAIL X 5AB TI GUARD 2! FOR TURF- MY KATE!tN HATER BASIN BASIN F.6. 4D'EERA. 4.0' BERM (100 rrw (Daymi CR" OF' TREE TO Be 05. (15M. " AW/E Pis In CLL MIR01,16HOUT, Aw-mm-, TABLETS ;5m NOTE #b) PLAWN5 TABLETS (SEE NOTE W 2xiIDH _I UND15TUROW SOIL 2x MOTH OF ROMALL TYPICAL SHRUB (IT) 5TAKIN6 DETAIL KI PLANTING MTAIL CITY OF BAKERSFIELD REVISIONS DETAIL FOR TREE AND SHRUB PLANTING STANDARD PLANT NO. S1111 10 RUEXXXXX DAME I L- 10 L-1 OTREE AND SHRUB PLANTING N.- .S. THE O5,T1_-r-T1VE 15 TO 50FTEN THE VISUAL IMPACT OF A FENCE OR KN -LED FRONTAGE. PLANT MATERIAL SHALL BE SELECTED TO PROVIDE A PLEASING LANDSCAPE WITH LOW MAINTENANCE REQUIREMEWS. LANDSCAPE PLANT MATERIAL COMBINATIONS SHALL 5E REVIEWED AND APPROVED BY CITY PARKS DIVISION. A SEPARATE AUTOMATIC ItIRRI&ATION SYSTEM IS REQUIRED. V A R ----GATE SHRUB 5 PLAN < ELEVATION 6' TALL CHAINLIW, FENCE D& AL OR MASONRY HALL SFTCTTION WIDTH VARIES NTS 13070111 OF SLOPE TREES 151-201 O.C. P OR DRILL SITE AR!A-) 6AT[ ___FENCE Oq ........... ..... ............ .. ....... .. . /0'--5- WIDE LANDSCAPE PLANTINS (SHIRIA35 ONLY) CONCRETE CURB/&UTTLR 5'+ VIDE LANDSCAPE PLANTIN6 AREA (TREE5/SHR1;55) DRI\/EMy 50EKALK AREA ---/ ELEVATION NTS L AREA EETHEEN 5AK C$F SIDEKALK AM:) HAL_ 5. ALL eRaND COVER SHALL BE REV1EIlW AW 't. NO CLIM131K4 VINES SHALL BE LiSM TO SCREEN OR FENCE AT PROPERTY LINE SHALL BE APPROVED BY CITY PAWS OM510K KALL OR PENCE. LAND_,APM 4 IF FRON ASE!S 1 THAN 100 4 ALL PLANTS TREES)SHALL HAVE AN b, NO LAND-iCAPE IMFROVIE?+eN'l 5 SHALL BE LINEAR FEET, THE AREA BETHEEN PENCEIVOLL AIV WtV=AL vjmm ALLO?W AND CONCRETE SID LLA SHALL EIE 5A" OF CJM SHAL_ RECIEVE C,24CIRETE S. IRRIOATION SYSTEM SHALL HAVE A SEPARATE EXTEHOM TO THE FACE OF WAIL AHERE SUIKP 00 2. CP41M COVER MAY BE USW ONLY WHEN POINT OF CONNEe-TION, DRILL SITE FRONTAGE 15 LESS THAN 100 LINEAL DISTANCE M-rIIEEN BACK Of SIDEWALK AND FENCE 6. SH1485 A!1V TRIMS SHALL M SPACED NO FEET AS MEASURED PARALLEL TO THE AV,,ACEN7 EXCEW5 iC'. CLOSER THANY2 THEIR PULL DIAMETER AT MATURITY. 57REET. -------------- CITY OF BAKERSFIELD REVISIONS TYPICAL LANDSCAPE WALL OR FENCE SCREEN STANDARD PLAN NO. SHT I.L_ )1- j: 0 R(Xxxx�x DATE L-13 WALL OR FENCE SCREEN N.T.S. 0 I' H 60441GRETE 6,06< KAJL _2% MIN. SIM G.G 24-'- qmmm=�;=5TANDARD SLOPE WITHIN LAN05CAPE AREA SHALL 13E 1`<.OM HALL Tompr-5 5TRET WITH 2% MIN vvv, AND 4:1 MAXIM N. @I $TRZETSCAPE 5e,�TIO CONC;pm BLOCK HA 2% MIN' SLOPE TYPE M MEDIAN aF15 ('rP M-;, M-2 �C'T ALI OHED IN _ANDc_,',APE:­ �ANS) lb'5TAMPED 3.0' 2' FOR DARK ILLG44 CONCRETE (450m) (0.600 jL 1I "f HIDRO51EED (5EE 6i TY STANDARD 0 SOD SHEET L-12) GRADE - REMOVE ALL PORE'r7N -0 A , - MA RIAL. It?TH GE0 IN f7 - 5F -61":��AT:O ; PrE _ROOT GUARD -- BARRIER ON 5IXL ON -Y MA&fACTJRN AND TYPE TO 13E BY RECREATION AND PARKS D1 I,TOR FI I MEDIAN SECTION CONCRETE 2.. N (0 BLOCK K4,JL VARIE3 3.0" OF F.C7. LOT > y SIDE *L_AN1t',.. rCf- �'�bACI L<Fi'_' _ R�RE V SHEET L-11, DETAIL 'MI' LAN05CAFE AREA ''i-- 11 e'. 11 i . 1. NAT ERPROOt ING, SLOPE HIT THIN A LANDSCAPE ARZ-4 SHALL BE FROM. KALL AAWACTWER AND EYTO BE APPROVED Tomcv,5 57EET WITH 2% miNnm.410 4:1 MkXIKP., BY RECREATION AND FARK6 DIRECTOR NOTE; t) 5TREE12-eAFE SEGTQ ONLY ALLOWED WITHIN Cv"RNER MOPU�NT LOCATIONS T3€.6) (STANDARD TYPE SIDEWALK) NATER PROOF INC: NOTES: (RAISED PLANTERS AND I. PROVIDE POSITIVE DRAINAGE (2% MINI" TO 4:1 MAX.) RETAINING HALLS) N ALL MLLARFA5. 2. qD'(Z3Om) HIDE CONCRETE MOH STRIP 15 REWIRED FOR ALL LAW AREAS ADJACENT TO PROPOSED OR E45TIN6 HALL PER CITY STANDARD 5HEL-7 L-11, DETAIL N1, 5. ALL MATERIALS USED SHALL BE NEH 4V FREE FROM 5. HALL HATER PROOFING 15 REOURED PER CITY STANDARD IMI:°EP.FEGTIONS. %M L-11, DETAIL M! 6. IF CURBIN5 AND OR CLM&JrrER FOR ; R _NVS6APE GEM MEDIANS - 4. ANY AND ALL CHANSEB SHALL BE APPROVED By THE ARE NOT EXISTM, SEE APPROVED IV:_ "NEERINS DRANW75. RECREATION AND PARK5 DIRECTOR PRIOR TO IMPLEMENFATION. T 4.0'022r,) 414 I'LANTIMS AREA HIP"H. CITY OF BAKERSFIELD REVISIONS LANDSCAPE DETAILS FOR M.IED[AN ISLAND PARKWAY. WATERPROOFING PLANTER WALL, AND RETAINING WALLS SUT 9 OF 14 .APPROVED KC1. _XXXXX ATE: STANDARD PLAN NO. L-9_ L-9 MEDIAN ISLAND PARKWAY N.T.S. L 123' MIN P-NNDSGAP-IN5 LIMITS WITHIN 'MEDIANS moH RAmF: !rrWr WITHIN HARDSCAI-E %W TAN zom 13 T 14' MINso- �"qm (_SW N07r 41 �=T C I ----- - ---------- - ---- ZQWA.......-•---.....---....-- ---- ----..-._ .....z12C:_t;L__ HARD SUR7-ACE TREATMENT: DENO-ES, 5055 MIN. PLANTER AREA ACCEPTABLE HARD 7555 MAX. PLANTER AREA SURFACE TREATMENT AS APPRO,/W BY R-EI-REAT ON AND DETAIL OF !ioWIAN PARKS DIRECTOR L A 15' MIN. BORDER OF HARD 51AAa TFTATMENT 15 R!552ARED ADJACENT TO THE BACK OF CURB THROUGHOUT ZONE B. 2 4CEREE MOTH 15 LESS, THAN 125'MEA%$W FROM E To IL (t: PLANTER NOTH)HARD SURFACE TREATMENT OILY REXI)RED. 3 HARD SURFACE TREAPNM oM-,r K)5 - 13E INSTALLED WHEN THE MINIMUM 4011, DOES NOT OCCUR FOR 50 CatECUTIVE FEET. 4. NO 5HRM HILL BEALLOHED IN PLANTER AREA KTHOLIT PRIOR APPROVAL OF RECREATION .AND PARKS DIRELTOR. 5. STAMPED CONCREMIN57ALLA'noN SHALL BE TO *B"NITE* SPECIFICATIONS OR APPROVED EQUAL. 6. "SPRAY LIEND' TYPE IRRIGATION REWRE5 THE 151 HARD 51AFACE TREATMENT ALON.6 THE FERIMEE E. OF THE! PLANTER TO BE SLOPED INHARD TOWARD THE FLA)iITER AT 2% 7. "BUBBLERHEAD'-YFIE IRRIGATION IS EWaRA6W. HONE -VER, HHERE STREET IL GRADES DZ41D 2% FALL., 19PRAY HEAD* TYPE 1RRi6A­TON 15 REWIRED. b. COLOR OF CONCRETE OR OTIER RMM SURFACE TREATMENT SHALL BE DEMWINEDN CoWiLTATION HITH T4 RECREATION AND PARKS DIRECTOR q. ALLoKAsLE SHAPE OF _*VSCApW PLANTER AREAS CAN BE FREE FORM NO Is NOT LIMITED To RECITANM-A OR CIRCULAR CONF16LRATION5 A6 LONG As CORTAN4M Or OVERHEAD IRRIGATION 15 A(HIEVED. lo. INSTALL MOVER RAW AT ALL MEDIAN 5M-AK5PRffiERA&r AT LEFT TURN POCKETS ADJACENT TOLAHN A2A5) If. COMPACT 05- (150m) BASE To 40% RELA-mrc VE-N51TY BELOW ALL HARDWAFE. 12, MOW RAMP REWIRED ON ALL ENDS OF MEOW& (2 MON RAMPS PM 15LW)' 1/4' PER FT', I/4' PIER PTi 1/4' PER. FT 1/4' PER FT - - - --------------- Is, II nE SECTION A -A SECTION C -C MON RAMP NO PLANTER PLANTER 4 TURF AREA CITY OF BAKERSFIELD REVISIONS DETAIL FOR I LANDSCAPE LIMITS WITHIN MEDIANS I SlAND ARD PLAN NO. RCE x%xxx L_42 %1T 12 (-,y 12 L-12 LAND MEDIANS- N.T.S. a r2ret ared fo '0000 S_3CKC/,LE HV\"SUITE #300 BAKERSFIELD, Cot 93311 (66- 664-65�1 r - LO N EmDENOTES AREA AITHN MEDIAN ArZOl"TABLE FOR LANID56APING CSEE 2UAiL OF MEDIAN FOR EXTENT OF -_ANr=_R AREA). AREAS OUTSIDE (D THESE LIMITS ' M M- SHALL W '_NTINELY SURFACED MAJOR ARTERIAL 114ITt, APT-RDVEDE HARP SURFACE TREAT -011T. LEE OR COLLECTOR Or TREES OR OTHER raATURIES MAY BE LIMITED IAFTO 516HT LINE R.�TVCTION5. J L, so MIN1MiM 123' . ............ . . . .... L 123' MIN P-NNDSGAP-IN5 LIMITS WITHIN 'MEDIANS moH RAmF: !rrWr WITHIN HARDSCAI-E %W TAN zom 13 T 14' MINso- �"qm (_SW N07r 41 �=T C I ----- - ---------- - ---- ZQWA.......-•---.....---....-- ---- ----..-._ .....z12C:_t;L__ HARD SUR7-ACE TREATMENT: DENO-ES, 5055 MIN. PLANTER AREA ACCEPTABLE HARD 7555 MAX. PLANTER AREA SURFACE TREATMENT AS APPRO,/W BY R-EI-REAT ON AND DETAIL OF !ioWIAN PARKS DIRECTOR L A 15' MIN. BORDER OF HARD 51AAa TFTATMENT 15 R!552ARED ADJACENT TO THE BACK OF CURB THROUGHOUT ZONE B. 2 4CEREE MOTH 15 LESS, THAN 125'MEA%$W FROM E To IL (t: PLANTER NOTH)HARD SURFACE TREATMENT OILY REXI)RED. 3 HARD SURFACE TREAPNM oM-,r K)5 - 13E INSTALLED WHEN THE MINIMUM 4011, DOES NOT OCCUR FOR 50 CatECUTIVE FEET. 4. NO 5HRM HILL BEALLOHED IN PLANTER AREA KTHOLIT PRIOR APPROVAL OF RECREATION .AND PARKS DIRELTOR. 5. STAMPED CONCREMIN57ALLA'noN SHALL BE TO *B"NITE* SPECIFICATIONS OR APPROVED EQUAL. 6. "SPRAY LIEND' TYPE IRRIGATION REWRE5 THE 151 HARD 51AFACE TREATMENT ALON.6 THE FERIMEE E. OF THE! PLANTER TO BE SLOPED INHARD TOWARD THE FLA)iITER AT 2% 7. "BUBBLERHEAD'-YFIE IRRIGATION IS EWaRA6W. HONE -VER, HHERE STREET IL GRADES DZ41D 2% FALL., 19PRAY HEAD* TYPE 1RRi6A­TON 15 REWIRED. b. COLOR OF CONCRETE OR OTIER RMM SURFACE TREATMENT SHALL BE DEMWINEDN CoWiLTATION HITH T4 RECREATION AND PARKS DIRECTOR q. ALLoKAsLE SHAPE OF _*VSCApW PLANTER AREAS CAN BE FREE FORM NO Is NOT LIMITED To RECITANM-A OR CIRCULAR CONF16LRATION5 A6 LONG As CORTAN4M Or OVERHEAD IRRIGATION 15 A(HIEVED. lo. INSTALL MOVER RAW AT ALL MEDIAN 5M-AK5PRffiERA&r AT LEFT TURN POCKETS ADJACENT TOLAHN A2A5) If. COMPACT 05- (150m) BASE To 40% RELA-mrc VE-N51TY BELOW ALL HARDWAFE. 12, MOW RAMP REWIRED ON ALL ENDS OF MEOW& (2 MON RAMPS PM 15LW)' 1/4' PER FT', I/4' PIER PTi 1/4' PER. FT 1/4' PER FT - - - --------------- Is, II nE SECTION A -A SECTION C -C MON RAMP NO PLANTER PLANTER 4 TURF AREA CITY OF BAKERSFIELD REVISIONS DETAIL FOR I LANDSCAPE LIMITS WITHIN MEDIANS I SlAND ARD PLAN NO. RCE x%xxx L_42 %1T 12 (-,y 12 L-12 LAND MEDIANS- N.T.S. a r2ret ared fo '0000 S_3CKC/,LE HV\"SUITE #300 BAKERSFIELD, Cot 93311 (66- 664-65�1 DRAWING TITLE: STANDARD DIETAILS .4cDON 44 co t�na wre ATF 1_-F SCAP M. 4827 C'yj FTZI Date APRI' 30,'( 16 OF 'CALF DATE: 4/19/2016 SCALE: N/A DRAWN BY: CB FF JOB NUMBER: - SHEET: P D-:21 SHEI:T240F 26 L 5-1 j Q, S Ile i, )ol 7 r - LO N < I'_ 06 LQ _j C-4 r,- (D UL_ LO < U) N 0 Of W r-- M < DRAWING TITLE: STANDARD DIETAILS .4cDON 44 co t�na wre ATF 1_-F SCAP M. 4827 C'yj FTZI Date APRI' 30,'( 16 OF 'CALF DATE: 4/19/2016 SCALE: N/A DRAWN BY: CB FF JOB NUMBER: - SHEET: P D-:21 SHEI:T240F 26 L 5-1 j Q, S Ile i, )ol 7 III DRAWING TITLE: STANDARD DIETAILS .4cDON 44 co t�na wre ATF 1_-F SCAP M. 4827 C'yj FTZI Date APRI' 30,'( 16 OF 'CALF DATE: 4/19/2016 SCALE: N/A DRAWN BY: CB FF JOB NUMBER: - SHEET: P D-:21 SHEI:T240F 26 L 5-1 j Q, S Ile i, )ol 7 IRRIGATION SPECIFICATIONS PART 1 - GENERAL CONDITIONS 1.1 Description: A. Work Included: Provide all labor, materials, transportation, and services necessary to furnish and install irrigation systems as shown on the drawings and described herein. 1.2 Quality Assurance: A. Manufacturer's Directions: 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 shown 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 this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. C. Explanation of Drawings: 1. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. 2. The 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 and installed whether or not specifically mentioned in the specifications. 4. The Contractor shall not willfully install 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 Owner's authorized representative. In the event this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. 1.3 Submittals: A. Material List: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the drawings and specifications. No substitution will be allowed without prior written approval by the Landscape Architect. 2. Complete material list 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. Equipment or materials installed or furnished without prior approvai 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 warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Record Drawings: 1. The Contractor shall provide and keep up to date 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. These drawings shall also serve as work progress 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 thereon daily 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 mylar procured from the Landscape Architect. All work shall be neat, drawn in waterproof ink by a technical ink pen designed specifically for use on mylar material. Work completed in felt tip pen or ball point pen will be rejected because of the non -permanent 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 mylars to the Landscape Architect. Delivery of the mylars will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints he compiled at the site. C. Controller Charts: 1. Record drawings shall be approved by the Landscape Architect before controller charts are prepared. 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled by each automatic controller and shall be sized as designated by each automatic controller or as designated by the Owner's authorized representative. 4. The chart is to be a reduced drawing of the actual record drawings. However, in the event the controller sequence q e is not legible when the drawing is reduced, it shall be readable when the controller chart is completed. 5. The chart shall be a bloacline or blueline ozalid print and a different color shall be used to indicate the area of coverage for each control valve station. 6. When completed and approved, the chart shall be sealed by a plastic laminating process. the plasstic laminating shaeets shall be a minimum of 10 mil. thickness each. D. Operation and Maintenance 1. Prepare and deliver to the Landscape Architect within ten calendar days prior to completion of construction, two hard cover binders with three rings each containing 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. Catalog and parts sheets on every material and equipment installed under this contract. c. Guarantee statement (Section 1.05). 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 personnel with instructions for major equipment and show evidence in writing to the Landscape Architect at the conclusion of the project that this service has 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 contract. 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 hose 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 final inspection can occur, evidence that the Owner has received material must be shown to the Landscape Architect. 1.4 Product Protection, Storage, and Handling: A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, loading, unloading, and storing of PVC pipe and fittings. 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 if installed, shall be replaced with new piping. 1.5 Analysis of samples 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 conditions of these specifications shall be filed with the Owner or his representative prior to acceptance of the irrigation system. B. A copy of the guarantee form shall be included in the operations and maintenance manual (Section 1.03, D). C. The guarantee form shall be re -typed onto the Contractor's 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 materials 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 cost to the Owner. We shall make repairs or replacements within a reasonable time after receipt of written notice from the Owner. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs 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 addition to the date of acceptance). PART 2 - MATERIALS 2.1 General: Use only new materials of brands and types noted on the drawings, specified herein, or approved equals. A. PVC pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2 and 1/2 inch 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 resin specification D1784. All pipe must meet requirements as set forth in Federal Specification PS -22-70 (Solvent Weld Pipe) with an appropriate standard dimension (S.D.R.) 3. Pressure main line piping for sizes 2inch and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal Specification PS -21-70 (Solvent -Weld Pipe). 5. PVC solvent -weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent -weld pipe and fittings shall be of the type and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following 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. schedule and NSF seal of approval. B. PVC Non -Pressure Lateral Line Piping: 1. Non -pressure buried lateral line piping shall be PVC class 200 with solvent -weld joints. 2. Pipe shall be made from NSF approved, Type 1, Grade II, PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements set forth in Federal Specifications PS -22-70 with an appropriate standard dimension ratio. 3. Except as noted in paragraphs 1 of 2 of Section 2.01 C, all requirements for non -pressure lateral line 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: -OMIT 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification WW -P-351. 2. Fittings shall be red brass conforming to Federal Specification WW -P-460. D. Galvanized Pipe Fittings: 1. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized couplings may be merchant coupling. 3. All galvanized pipe and fittings installed below grade shall be painted with two coats of Koppers 50 Bitumastic. E. Gate Valve: 1. Gate valves 3 -inches and smaller shall be 125 -Ib. SWP bronze gate valve with screw-in bonnet, non -rising stem and solid wedge disc, have threaded ends, and be equipped with bronze wheel handle. 2. Gate valves 3 -inches and smaller shall be similar to those manufactured by Nibco or approved equal. 3. All gate valves shall be installed per installation detail. F. Quick Coupling Valves: Quick coupling valves shall have a brass two-piece body designed for working pressure of 150 PSI operable with quick coupler key. Key size and type shall be as shown on plans. G. Backflow Preventer Unit: 1. Backflow prevention units shall be of size and type indicated on the irrigation drawings. Install the backflow prevention units in accordance with the irrigation construction details. 2. Wye strainers at backflow prevention units shall have a bronzed screwed body with 100 mesh monel screen and shall be similar to Bailey 100A or approved equal. H. Check Valves: 1. Swing check valves 2 -inches and smaller shall be 200 lbs. WOG bronze bronze construction and replaceable composition, neoprene or rubber disc, and shall meet or exceed Federal Specification WW -V-51 D Class A Type IV. P � YP 2. Anti -drain valves shall be of heavy-duty virgin FVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel with Buna-N seals. Valve shall be field adjustable against drawout from 3 to 40 feet of head. Anti -drain valve shall be similar to the King Bros. "CV" series or approved equal. I. Control Wiring: 1. Connections between fne automatic controllers and the electric control valves shall be made with direct burial •,opper wire AWG-U.F. 600 volt. Pilot wires sharing the same automatic controller shall be the same color. Common wire shall be white in color with a stripe to match the pilot wires with which it is circuited on the same controller. Provide different colors for each controller installed on the same project. Install wire in accordance with valve manufacturer's specifications 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, the wiring shall be taped together at intervals of ten feet. 4. An expansion curl shall be provided at each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric 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 stress or stretching of control wire conductors. 5. All splices shall be made with Rainbird ST-03UL Snap-Tite wire connector with PT/S5 sealer or approved equal. Use one wire connector per wire splice. 6. Field splices between the automatic controller and electric control valves 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 automatic controller shall be approved by the Owner's authorized representative prior to installation. 3. Unless otherwise noted on the plans, the 120 -volt electrical power to the automatic controller location shall be furnished by others. The final hook-up of the automatic controller to the 120-vo t power source shall be the responsibility of the irrigation contractor. K. Electric Control Valves: 1. Electric control valves shall be of the size and type shown on the drawings. 2. Unless otherwise noted on plan or construction details, all electric control valves shall have a manual flow adjustment. 3. Provide and install one control valve box for each electric control valve. L. Control Valve Boxes: 1. Use 10" x 10 1/4" round box for all gate valves, Carson Industries 910-12B with green bolt down cover or approved equal. Extension sleeve shall be PVC -6 -inch minirnum size. 2. Use 9-1/2" x 16" x 11" -ectangular box for all electric control valves, Carson Industries 1419-12B wi*h 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 and/or specified in these special provisions. 2. All spray type sprinklers shall have a screw adjustment. 3. Riser/swing joint asseriblies 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 area approximate. The Contractor shall check and verify all site PP Y dimensions and receive Landscape Architect's approval prior to proceeding with work under this section. 2. Exercise extreme ca -e in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings or call utilities companies for existing utility locations. 3. Coordinate installation of sprinkler irrigation materials, including pipe so there shall be no interference with utilities 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 all pressure supply lines, rout rig, and location of sprinkler heads. 2, All layout shall be approved by Landscape Architect prior to installation. B. Water Supply: 1, Sprinkler irrigation system shall be connected to water supply points of connection as shown on drawings. 2. Connections shall be made at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions. C. Electrical Supply: 1. Electrical connections for automatic controller shall be made to electrical points o^ connection as shown on the drawings. 2. Connections shall be made at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions. 3.3 Installation: A. Trenching: 1. Dig trenches straight and support pipe continuously 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 cover of 18 -inches for all pressure supply lines. 3. Provide for a minimum cover of 12 -inches for all non -pressure lines. 4. Provide for a minimum cover of 18 -inches for all control wiring. B. Backfilling: 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand or other approved materials, free fron- large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps, or o4ler surface irregularities. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than 1/2 -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 occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, or planting, or other construction as necessary, the Contractor shall make all required adjustments without cost to the Owner. C. Trenching and Backfill Under Paving: 1. Trenches located under areas where paving, asphaltic concrete or concrete will ba installed shall be backfilled with sand (a layer six -inches below the pipe and 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 irrigation Contractor shall set in place, cap, arid pressure test all piping under paving prior to the paving work. 2. Where any cutting or breaking of sidewalks and/or concrete is necessary it shall :oe 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 lines as indicated on the drawings is diagrammatic. Install lines (and various assemblies) in such a manner as to conform with the details pE!r 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 detail drawings or specifications pertaining to specific items required to complete work, perform such work in accordance with the best standard practice 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 metal connections, the Contractor shall work the metal connections first. Teflon tape, or approved 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 welded. E. Line Clearance: All lines shall have a minimum clearance of 6 inches from each other and from lines of other trades. Parallel lines shall not be installed directly over one another. F. Automatic Controller: Install per manufacturer's instructions. Remote control valves shall be connected to controller in numerical sequence as shown on the drawings. G. High Voltage Wiring for Automatic Controller: 1. 120 -volt power connection to the automatic controller shall be provided by the Irrigation Contractor. 2. All electrical work shall conform to local codes, ordinances, and union authorities having jurisdiction. 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 valve box. I. Flushing Y 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 installed in this work shall be equivalent in all respects to those itemized in the irrigation equipment legend. 2. Spacing of sprinkler heads shall not exceed the maximum as indicated on the drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. 3.4 Temporary Repairs: The Owner reserves the right to make temporary repairs to keep the sprinkler system equipment in operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 3.5 Existing Trees: Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree rcots. Excavation in areas where 2 -inch and larger roots occur shall be done by hand. All roots 2 -inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is rur close to trees having roots smaller than 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots 1/2 inch and larger in diameter shall be painted with two coats of tree seal, or equal. Trenches adjacent to trees should be closed within 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. 3.6 Field Quality Control: A. Adjustment of the System: 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, a,id buildings as much as possible. 2. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor may also include changes in nozzle sizes and degrees of arc as required. 3. Lowering raised sprinkler heads by the Contract shall be accomplished within ten days after notification by 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 writing 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 insta'lation of electric control valves or quick coupling valves. 3. All 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. All 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 writing. 6. Contractor shall furnish force pump & all 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 materials and perform all work required to correct any inadecuacies 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 test shall be accomplished before any groundcover is planted. 8. Upon cornpletion of each phase of work, the entire system shall be tested and adjusted to rneet site requirements. 3.7 Maintenance: A. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven days prior to any planting and for GO days after inspection to begin maintenance 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 broomed 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 all 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. 5. Lateral line and sprinkler installation - 48 hours. 6. Coverage test - 48 hours. 7. Observation to begin maintenance period - 7 days. 8. Final Observation - 7 days. B. When observations have been conducted by other than the Landscape Architect, show evidence of when & e 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 drawings, witho_it completing previously noted corrections or without preparing the s stem 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 10000: OCKDA-E HWY SUITE #300 BA<ERSFI =_D, CA 93311 (661)E64-6521 C) Iti rs� N "`J U c13 rd) () J � cJ wI-W V) u Q `I- = we*0 1' �) _ m .. t- Z lL F. } ,n L ii i M ri I I z z n > Y DRAWING TITLE: IRRIGATION SP'=:CIF=ICATIONS 31 i 0 zfe C pato Q- `\� :) F C, :LSF saSCAlp ('�' A�4827Uate -", PR 1. 3Q 2-16\\` _.p =ate Ol �F PATE: 6/2/2016 SCALE: DRAVVN BY: CB RF .JOB NUMBER: SHEE-": LS -1 SHEET 26 OF 27 --RACY #7255, ; 256 & 7?57- H GHGATE LMD MAINTENANCE PERIOD NOTES. - 1. The contractor shall provide all labor, materials and equipment to perform work during the post -installment maintenance period, as specified herein including but not limited to: adequate watering of plant material and controlling weeds, rodents and other pests for a minimum period of three hundred and sixty-five (365) days. 2. The contractor shall maintain the project on a continuous basis from the first day after planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility of the contractor. 4. All areas including, but not limited to turf, groundcover areas, concrete walks and slabs shall be kept clean and free of weeds, litter and debris. 5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off-site. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non-selective post -emergent herbicide as specified by a weed abatement company, and left in place for (7) seven days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall be removed seven (7) days after application and disposed of off-site. 6. Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent infestations and proper preventative or control measures taken. Should the city, during the maintenance period, discover that the terms for the maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of said maintenance period will be terminated. The maintenance period will be extended one (1) day for each day the area is out of its maintenance period. After the area has been brought up to city standard, the city will require a re -inspection by a City of Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, then, and only then, will the city re -accept the area in writing. 7. The contractor shall properly and completely maintain all parts of the irrigation system. 8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 9. (3) Three weeks prior to the conclusion of the maintenance period, the contractor shall contact the city's representative to perform a final inspection of work. Any removed plants not in satisfactory and healthy condition from the site shall be replaced with material of like kind and size and in a manner specified for original planting. If the replacement plants do not represent a similar foliage representation of the original planted material, the contractor shall replace plants with the next available up-sized container. All ground cover shall have a twelve (12") inch clearing from all structures including but not limited to: sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc. 10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blue line prints an "as built" drawing. The drawings shall include all deviations from the original bid documents made during construction that affect the main lines, controller locations, remote control valves, quick -coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, a set of 11 x 17 laminated "as built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two quick coupler valve keys with gate valve hose bib attachment, shall be submitted to the city. 11. Before the start of the maintenance period, the contractor shall submit all unedited invoices of said rain bird equipment to the city of Bakersfield Recreation & Parks representative for their maxicom dollar fund. LANDSCAPE PLANTING SPECIFICATIONS PART 1 - GENERAL CONDITIONS 1.1 Description: A. Work Included: 1. The work included in these specifications shall consist of the furnishing of all labor, tools, materials, permits, appliances, taxes and all other costs, foreseeable and unforeseeable at the time of contracting necessary and appropriate for the installation of the accompanying drawings. 2. No deviation from these specifications or from the agreement or from the general conditions is authorized and no such deviation shall be made unless the written authorization, therefore signed by the Owner or his duly authorized representative, has been obtained in advance. 1.2 Interpretation of Plans and Specifications: A. The Landscape Architect will interpret the meaning of any part of the any plans and specifications about which any misunderstanding may arise, and his decision will be final. B. Should there appear to be an error or discrepancy in or between the plans, specifications & planting lists, the Contractor shall refer the matter to the Landscape Architect for adjustment before proceeding with the work. Should the Contractor proceed with the work without so referring the matter, he does so on his liability. 1.3 Quality Assurance: A. Quality of work: The Landscape Architect shall be notified at leas`. two days prior to work commencement, by the Contractor and prior to inspection visits by the Landscape Architect. All work shall be done in a good workmanlike manner in accordance with all plans and specifications and best considered oractice, shall meet a Landscape Architect and Owner and shall be in m t with the approval of th p accordance with the requirements of local building codes and laws. Any defective work will be redone at the Contractor's expense as directed by the Landscape Architect. B. Permits: The Contractor will be responsible for obtaining any and all necessary building permits from the city of other governmental authorities. C. License requirements: The Contractor shall carry necessary Con,ractor's California State License or Certificate for type of work listed, such as the Landscape Contractor's License. D. Insurance coverage: The contractor shall carry all necessary compensation and liability insurance to cover his workmen and work to protect the Owner from any possible damage suit or lien on the Owner's property in the course of the work by the Contractor and will show the Owner such evidence of above indicated insurance coverage prior to initiating work. E. Property, etc., Damage responsibility: 1. The Contractor is to protect at all times all existing utilities, structures, trees, plants and other features intended to remair on and adjacent to the job site and to repair or replace any damaged items in a neat and good workmanlike manner during and due to his work on the job and he shall assume all damage or injury that may result to all such property and/or to persons where s.ich damage or injury is caused in connection with his work or is d Ae to his negligence or to his leaving open or unprotected portions of streets or other property. 2. Should any part of the work under this contract be damaged by other contractors, the Contractor and party causing such damage shall make adjustments between themselves and not with the Owner relative to the repairs or reconstruction and payment for same. F. Knowledge of site: It is assumed that the Contractor has visited the site and familiarized himself as to the site conditions and shall have verified all dimensions as well as ascertaining the means of getting into the site and any other factors affecting the work. 1.4 Costs: A. Segregation of costs: At the time of execution of the contract, the Contractor shall furnish to the office of the Owner, for purposes of accounting and scheduling, a segregated cost schedule or breakdown of the contract price, listing the various components in the plans as well as unit prices of each component specified in a form satisfactory to form the Owner. These schedules shall also be used as the basis in formulating the progress payments to be made to the Contractor and these cost breakdowns shall be part of the contract. B. Extras or changes: Any extras or changes from the contract on the job shall have the prior approval of the Landscape Architect and must be approved in writing by the Landscape Architect and Owner. C. Increased costs: If the extra or change is to be done at increased cost over and above the contract fee, the Owner shall sign the Contractor's writ en request for such additional funds for extra work prior to actually doing this work. 1.5 Product protection, storage and handling: A. Site condition: The Contractor, in the course of his work, is to keep the site in a neat and tidy condition as much as is practical so as not to disturb the normal usage of the surrounding areas by the Owner or by others. B. Site clearance: Upon completion of the work, the Contractor shall properly clean and tidy such work and the surrounding areas used by and remove any or all excess materials, dirt, debris from the site or to dispose of same as directed by the D. Plans and specifications: All landscaping including plants, ground covers, soil additives and other miscellaneous landscape items shall be provided and installed in strict accordance with plans and specifications prepared by Owner. E. Changes: The Owner shall have the right to make minor changes in the landscape design and installation to insure practicality of design and for aesthetic reasons at no addutional cost. PART 2 - MATERIALS 2.1 Grading: Grade all areas by filling and/or removing surplus soil as needed to ensure proper grades and drainage as indicated on the plans. Unless otherwise noted, finish grade shall be below hardscape as follow: 2" for ground cover areas, 1" for lawn areas. 2.2 Moisture content: The soil shall not be worked when moisture content is so great that excessive compaction will occur ror shall it be so dry that dust will occur and form in the air or that clods will not break readily. \'Vater shall be applied, if necessary, to provide ideal moisture content for tilling. 2.3 Weed removal: Weeds, plus bermuda grass, etc., shall be dug out from all planting areas by their roots wherever possible and removed from the site. Where necessary to discourage reoccurence of this material, the Contractor shall apply one or more treatments of a satisfactory chemical per manufacturer's directions in regard to concentration plus allowance of an ample period of time for effective performance prior to cultivation. The site shall be maintained in a weed and litter free condition during the maintenance period. Weeds shall be removed at frequencies adequate to prevent the maturation of weed seeds. 2.4 Plants: A. Inspection: Plants shall be subject to inspection and approval or rejection by the Landscape Architect at place of growth and/or the project site at any time before or during progress or work for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the site immediately. B. Conditions: Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs and shall have healthy normal root systems, well filling their containers, but not to the point of being root bound. 2.5 Protection: Protect and maintain all plants from sun, drought, wind, theft, rain and heat at all times before and during planting operation. 2.6 Planting requirements for trees and shrubs: A. Plant materials in quantities and sizes specified shall, after grading operations, be spotted approximately as shown on the landscape drawings and are to be approved by the Landscape Architect before being removed from containers and excavating soil for planting. B. All backfill materials shall be mixed thoroughly on site before using. See soil analasyst from soil engineers for exact compaction rates. PART 3 - EXECUTION 3.1 Planting: A. Container -grown piants to be planted in plant pits two (2) times wider than plant container and a depth of twice the height of plant container. Plant crown to be slightly higher than its natural growing height after settlement. B. Pruning of plants will not be tolerated. C. All plants shall be watered immediately, before backfilling planting pits. D. All areas receiving plants and/or hydroseeding shall be moist to a depth of 6" at time of planting. E. Plant all plants 5' minimum from irrigation heads (slopes only). F. Scarify the sides of each root ball prior to planting if circular root is evident. G. Plant quantities on the plan are for the Contractor's convenience and not guaranteed to be accurate. H. Plant symbols take precedence over quantities specified. 3.2 All work shall be as directed by Owner's field representative, who shall be appointed prior to the commencement of the work. 3.3 Contractor shall submit all material receipts to Landscape Architect. 3.4 Maintenance: A. Maintenance period shall not begin until entire installation is accepted by the Owner. B. Maintenance period shall be for the following duration: 90 Days. 1. All plants and planting shall be guaranteed for the following durations beginning at the first day of the maintenance period. Trees and shrubs, 15 gallon and larger.... 1 Year Potted plants & pottery .................... 1 Year Shrubs, 5 gallor and smaller .............. 90 Days Ground cover .......................... 90 Days Lawn .................................. 90 Days 2. All dead, damaged or broken plant material, including sodded and seeded lawns and PART 4 - PLANTING NOTES 4.1 Landscape Contractor shall repair and/or replace any damaged plant material which is damaged due to his negligence. 4.2 Landscape Contractor shall be backcharged for Landscape Architect's time in locating any landscape material as requested by the construction manager. 4.3 Landscape Contractor shall submit all amendment quantity receipts to construction manager and/or Landscape Architect for approval. 4.4 Contractor shall perform all fertilizing in the presence of the construction manager or Landscape Architect. See Soil Preparation Requirement. sheet LS -110. 4.5 Contractor is responsible for maintaining all areas in a weed and debris free condition throughout the maintenance period. (See specifications). 4.6 Plant symbols take precedence over plant quantities. 4.7 All plants shall be protected against heat, sun, wind and frost during transportation to the site and while being held at the site. Do not store plants in total darkness for more than one day. 4.8 Wilted plant material shall not be planted or used on the project. 4.9 Do not damage plant root during transportation or planting process. 4.10 Plant material may be rejected at any time by the Landscape Architect due to condition, form or damage before or after planting. 4.11 Landscape Architect shall approve final placement of all trees, shrubs and vines prior to pianting. 4.12 Al surface rock and debris 3" and larger shall be removed from planting areas and then from the site. 4.13 Crown of plant shall be slightly higher, after settling, than adjacent soil. 4.14 Frune trees as directed by Landscape Architect after inspection. 4.15 Remove water basins from all trees located in lawn areas prior to hydroseeding installation. 4.16 Any and all damage in new and existing paving caused by the Contractor shall be the responsibility of the Contractor and be repaired by the Contractor. 4.17 Install all trees and shrubs prior to planting of groundcover and/or hydroseeding. PAR-- 5 - HYDROSEEDING MATERIALS. -OMIT 5.1 Seed: F,. Label seed and furnish in sealed standard containers with signed copies of a statement from seed vendor certifying that each container of seed delivered is fully labeled in accordance with California State Agricultural Code and is equal to or better than requirements of this section. B. Contractor shall submit all seed labels and certification letter to landscape architect for verification and approval. Seed which has become wet, moldy or otherwise damaged in transit or storage will be rejected. 5. Fiber Mulch: ?. Composed of green colored wood cellulase fiber containing no germination or growth inhibiting factors. 3. Mulch is to be manufactured in such a manner that after the addition of seed, fertilizer, water and additives in a special 1,500 gallon slurry tank, the fibers and above materials will become uniformly mixed to form a homogeneous slurry. Weight specifications of this material from the suppliers and for all applications, shall refer only to the air dry weight of the fiber materials. Absolute air dry weight is based on the normal standards of the Technical Association of the Pulp Industry for wood cellulose and is considered equivalent to 10% moisture. Each package of the cellulose fiber shall be marked by the namufacturers to show the air dry weight content. . Acceptable Manufacturer: Conwed. 5.1 Seed: �.. Dry, organic powder hydrocolloid formulation. =. Hydrate and disperse in a mixing tank with circulating water from a homogeneous slurry, either alone or in combination with other materials. pH to be stable in presence of fertilizer. C. Application of soil and mulch tackifier to be made at a minimum rate of: a. Flat areas -80 pounds per acre. b. Sloped areas (3:1 or steeper) -120 pounds per acre. J. Acceptable Manufacturer: Ecology control -M Binder by Conwed. E. Chemical germinating additives shall be " Catalytic Pre -Emerge" or approve equal. F. Urea formaldehyde shall be a pelletized commercial fertilizer for hydromulch slurry. TRACT #7255, 7256 & x:::57- HI � HGATE LMD ql t1 Fie gyred for: 6,sir ? 10000 S-:CKDA.I E HM' SUITE #300 BAF I=RSFIE_LD, CA 93311 (66 1) N64-65," c�a KV -1: < F•.. 111 r. LU Ii Q U7-) _ C\1 - :Ye C� LO L' tY i� m X U ui r a G Li L_ 0 0 �i LJ C-1 DRA%�!IING 'ITLE: PUNTING SPECIFICATIONS F �cDpN.y� Ron er�Do:;lu Ete �Q � p;�DSCAp� /. 4827 9 ��� * �t 1Pb]I 30,20 6 ti� Date �� \)--C\) DATE: 6/312016 SCALE: DRAV!111 BY: CB F'. _ JOB N.iMBER;: - SHEET: Leo-� SHEET 27 OF 27 TRACT #7255, 7256 & x:::57- HI � HGATE LMD