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HomeMy WebLinkAbout1.5-7299, 7300 & 7302L . �, , .Avr �ep��ed fo� 1080 S'TQMIQERWIEL ,CA SUITE #300 16811 664-e421 HIGHGATE LMD PHASE 11 CASTLE &COOKENo a �o� TRACTS 7299, 7300 & 7302 ofcq �j U -M< Lia W Will=: BAKERSFIELD, CALIFORNIA z PUBLIC LANDSCAPE/H.O.A. MAINTAINED (AGREEMENT ## RP 16-071 & ## RP 18-005) GENERAL NOTES: —- BAKERSFIELD — BAKERSFIELD — 1. SEE CIVIL ENGINEERS DRAWINGS FOR GRADING AND DRAINAGE INFORMATION NOT SHOWN iN THESE DRAWINGS. G a S MING AVE. 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 HE LD LIABLE FOR DAMAGES TO EXISTING UTILITIES INCURRED BY INSTALLATION OF THE WORK. - 5. REPAIR AND REPLACE ANY EXISTING IMPROVEMENTS THATARE DAMAGED DURING CONSTRUCTION. 6. CHECK DIMENSIONS, FRAMING CONDITIONS AND SITE CONDI nONS BEFORE STARTING WORK. ANY DISCREPANCIES: OR BERLEY HOVINGHAM DR. - -- POSSIBLE DEFICIENCIES BETWEEN THE DRAWINGS AND THE SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE m PASAGE AVE. VfT f� 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 4eMnY Pae.,,. `g I BEYOND PROPERTY LINE 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB -CONTRACTORS AS REQUIRED TO qq 1 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 Q s' 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 W 'HIGHGATE i'. ,') DETAILED INSPECTIONS 10 GIVE LANDSCAPE ARCHITECT MINIMUM OF 48 HOURS NOTICE FOR REQUIRED OR REQUESTED JOB SITE VISIT 18 DESERVES N TIME FOR COPONSIBLE FOR NSTRUCT ON. CONTACTING THE PUBLIC UTILITY COMPANIES TO START THE. ELECTRICAL AND WATER COVER SE :i,.. STREETSCAPEs .SHEET 1. TOTAL SQUARE FOOTAGE AS MEASURED FROM BACK OF CURB TO. BACK OF WALL, EXCLUDING SIDEWALK: 183,232 2. TOTAL SQUARE FOOTAGE OF LANDSCAPE AREA AS MEASURED FROM BACK OF CURB TO BACK OF WALL: 183,232 VICINITY MAP MEDIANS 1, TOTAL SQUARE FOOTAGE OF MEDIANS AS MEASURE FROM BACK OF CURB TO BACK OF CURB, EXCLUDING SIDE WALK: 141,088 2. TOTAL SQUARE FOOTAGE OF LANDSCAPE AREA IN MEDIANS AS MEASURED FROM BACK OF CURB TO BACK OF CURB: 141,068 LANDSCAPE SHEET INDEX`` KEY MAP SHEET DRAWING TITLE SHEET NO. I� xnow whars below. n�- Call before you dig. APPROVED BY: EXP. DATE CS COVER SHEET 1 SDs N-1 GENERAL C.O.B. NOTES 2 moo' A LI -KM IRRIGATION KEY MAP 3 ' LI -1 - LI -12 IRRIGATION PLANS 4-15 APPROVED BY: NICOLAS FIDL , UBLIC WORKS DIRECTOR DATE OWNER / CLIENT LANDSCAPE ARCHITECT LI -13 IRRIGATION NOTES{CALCULATIONS 16 R.C:E NO. 61069 1.00. 2019 tiQ Castle &Cooke Landscape Development, Inc. ® LP -KM PLANTING KEY MAP 17 of cnttF°4� 10000 Stockdale Highway Ste. 30 2202 Zeus Court LP -1 - LP -12 PLANTING PLANS 18-29 Bakersfield, California 93311 Bakersfield, California 93308 LP -13 PLANTING NOTES 30 DATE: 3a1Ba019 REVIEWED BY: RECREATION &PARKS .DEPARTMENT DATE (661)664-6500 (661) 241-5090 Know what's LP -14 ROUNDABOUT EXHIBIT 31 SCALE: NIA Contact: Ben Wageman Contact: q��JicgAr-T, 'jjepA�.,a below. LD -1 - LD -2 IRRIGATION DETAILS 32-33 DRAWN BY: CAKR Call before you LD -3 PLANTING DETAILS 34 JOB NUMISM' dig- LS -1 IRRIGATION SPECIFICATIONS 35 REVIEWED BY: TRAFFIC ENGINEER DATE SHEET: CS LS -2 PLANTING SPECIFICATIONS 36 M-1 ENGINEER MEDIAN PLAN/SECTION 37 SHEET TOF 3T TRACTS k299,7300 B738T-HIGHGATE LMD Q GREENS 1 11. FORMS AND PAVING SHALL BE THE LANDSCAPETO I S I NGS REED STED,ND LANDSCAPE WITH ONE 12. FOR SUBMITTALS, SAMPLES AND SHOP DRAWINGS REQUESTED, SUBMIT IN TRIPLICATE TO.LANDSCAPE ARCHiTEC7 WITH ONE SUBMITTALS, SAMPLES SUBMIT IN T COPY TO THE OWNER UNLESS OTHERWISE SPECIFIED. qq (�Ar HIGHGATE H GATE- 13. PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG Z PROJECT ENTIRE EDGE. HEATH AVE. 14 DIMENSIONS ARE FROM OUTSIDE FACE OF THE BUILDING, PAVING AND WALLS UNLESS OTHERWISE NOTED ANGLES ARE 90 gg { OR 45 UNLESS OTHERWISE NOTED. LOCATION - 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 Feu CODES AND ORDINANCES. NO PART OF CONTRACT DOCUMENTS TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCHITECTAND OWNER. IT 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. DRAW 18 DESERVES N TIME FOR COPONSIBLE FOR NSTRUCT ON. CONTACTING THE PUBLIC UTILITY COMPANIES TO START THE. ELECTRICAL AND WATER COVER SE :i,.. STREETSCAPEs .SHEET 1. TOTAL SQUARE FOOTAGE AS MEASURED FROM BACK OF CURB TO. BACK OF WALL, EXCLUDING SIDEWALK: 183,232 2. TOTAL SQUARE FOOTAGE OF LANDSCAPE AREA AS MEASURED FROM BACK OF CURB TO BACK OF WALL: 183,232 VICINITY MAP MEDIANS 1, TOTAL SQUARE FOOTAGE OF MEDIANS AS MEASURE FROM BACK OF CURB TO BACK OF CURB, EXCLUDING SIDE WALK: 141,088 2. TOTAL SQUARE FOOTAGE OF LANDSCAPE AREA IN MEDIANS AS MEASURED FROM BACK OF CURB TO BACK OF CURB: 141,068 LANDSCAPE SHEET INDEX`` KEY MAP SHEET DRAWING TITLE SHEET NO. I� xnow whars below. n�- Call before you dig. APPROVED BY: EXP. DATE CS COVER SHEET 1 SDs N-1 GENERAL C.O.B. NOTES 2 moo' A LI -KM IRRIGATION KEY MAP 3 ' LI -1 - LI -12 IRRIGATION PLANS 4-15 APPROVED BY: NICOLAS FIDL , UBLIC WORKS DIRECTOR DATE OWNER / CLIENT LANDSCAPE ARCHITECT LI -13 IRRIGATION NOTES{CALCULATIONS 16 R.C:E NO. 61069 1.00. 2019 tiQ Castle &Cooke Landscape Development, Inc. ® LP -KM PLANTING KEY MAP 17 of cnttF°4� 10000 Stockdale Highway Ste. 30 2202 Zeus Court LP -1 - LP -12 PLANTING PLANS 18-29 Bakersfield, California 93311 Bakersfield, California 93308 LP -13 PLANTING NOTES 30 DATE: 3a1Ba019 REVIEWED BY: RECREATION &PARKS .DEPARTMENT DATE (661)664-6500 (661) 241-5090 Know what's LP -14 ROUNDABOUT EXHIBIT 31 SCALE: NIA Contact: Ben Wageman Contact: q��JicgAr-T, 'jjepA�.,a below. LD -1 - LD -2 IRRIGATION DETAILS 32-33 DRAWN BY: CAKR Call before you LD -3 PLANTING DETAILS 34 JOB NUMISM' dig- LS -1 IRRIGATION SPECIFICATIONS 35 REVIEWED BY: TRAFFIC ENGINEER DATE SHEET: CS LS -2 PLANTING SPECIFICATIONS 36 M-1 ENGINEER MEDIAN PLAN/SECTION 37 SHEET TOF 3T TRACTS k299,7300 B738T-HIGHGATE LMD 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 FORM, 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 OF SIGHT AS INDICATED ON THE PLANS. VERIFY WITH THE C.O.B. OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OR TREE INSTALLATION. 7, PRIOR TO THE FINAL C.O.B. ACCEPTANCE, THE CONTRACTOR 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. 6. 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 SPLINTERS. ANY DYED PRODUCTS WILL NOT BE ACCEPTED. CONTRACTOR TO PROVIDE C.O.B. SAMPLES FOR APPROVAL. 10, QUANTITIES ON THE LANDSCAPE LEGEND MAY NOT BE ACCURATE; THE DEVELOPER SHALL BE RESPONSIBLE TO INSTALL ALL PLANT MATERIAL AS PER THE DESIGNED PLANS OR AS DIRECTED 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. THE 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 KEPT 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 SE AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED BY THE LANDSCAPE ARCHITECT OR THE OWNERS 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 PIPE E. SPRINKLER CONTROL VALVES F. ROUTING OF CONTROL AND COMMON WIRE G. QUICK COUPLING 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 MAYBE OMITTED FROM THE PRINTS COMPILED AT THE SITE, THE LANDSCAPE ARCHITECT WILL USE THE INFORMATION TO PRODUCE, A. A CLEAN SET 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 CONTRACTOR'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 SLUELINE OZALID PRINT AND A DIFFERENT COLOR SHALL BE USED TO INDICATE THE AREA OF CONVERAGE FOR EACH CONTROL VALVE STATION. D. WHEN COMPLETED 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 SPECIFICATIONS. CONTRACTOR WILL ALSO BE RESPONSIBLE FOR CONTACTING THE PUBLIC 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 OPERATIONAL. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY RECREATION & PARKS, 661-326-3364, AND PUBLIC WORKS, 661-326-3049, FOR AN ON-SITE PRE -CONSTRUCTION MEETING, CONTRACTOR WILL COORDINATE CONSTRUCTION WITH THE APPROPRIATE CITY INSPECTION OFFICIAL 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 OVERALL OTHER SPECIFICATIONS OR DETAILS. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER C, O.B. CONTRACTOR SHALL INSTALL 6" CONCRETE MOW CURB AS PER C.O.B. STANDARDS AT EACH PHASE LINE AND LIMIT OF CONSTRUCTION LINE &A9" 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 ESTABLISHED, 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 IRRIGATION SYSTEM DURING CONSTRUCTION. 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 FORA 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 (ie. BLACKBERRY, NUT SEDGE OR BIND WEEDS) SHALL BE SPOT SPRAYED WITH A NON-SELECTIVE POST -EMERGENT BY 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 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 TO CITY STANDARD, THE CITY WILL REQUIRE A REINSPECTION 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. 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 IN A MANNER SPECIFIED FOR ORIGINAL PLANTING. IF TTHE REPLACEMENT PLANTS DO NOT REPRESENT 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 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 11X17 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 INEDITED INVOICES OF SAID RAIN BIRD EQUIPMENT TO THE CITY OF BAKERSFIELD RECREATION & PARKS REPRESENTATIVE FOR THEIR MAXICOM DOLLAR FUND. GENERAL IRRIGATION NOTES 1. INSTALL MATERIALS AS CALLED OUT IN DETAILS AND AS PER SPECIFICATIONS. 2, THERE SHALL BE NO DELETIONS OR SUBSTITUTIONS WITHOUT THE APPROVAL OF THE OWNER, THEIR AGENT, AND/OR THELANDSCAPE ARCHITECT, 3. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR REQUIRED COVERAGE WITH MINIMUM OR 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 PVC 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 BE INDICATED BY CHISELING "IR" ON THE FACE OF THE CONCRETE CURB. VERIFY WITH C.O.B. FOR APPROVED METHOD AND TYPE. S. 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 FOR FINAL CONNECTION. 8. POINTS OF CONNECTION SHALL BE TO EX19TING 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" ROUND 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 (BLACK)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 WITH C, O.B. FOR EXACT CONFIGURATIONS. 14, CONTRACTOR SHALL PROVIDE AND INSTALL A SCHEDULE BO PVC UNIONS AND BALL VALVE, THE SAME SfZE 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 NOT 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. prepares for: / (/!.79'1{�.. /GHia'(,"• IOW D STOCKDALE HWY SUITE #300 BAKERSFIELD, CA 93311 (661)664-6621 W co O n Q, U C> O M LU U n w ¢ LL 001Px W W F- Q DO U Q 2 � _V x U a E o It 0 g�g L z 0 DRAWING TITLE: GENERAL C.O.B. NOTES Kn15.w. Cali natures you a19. a * unxcx1�9, 2019 APRIL342019 9TF mCAL�Fp4� OF DATE: 3/19/2019 SCALE: N/A DRAWN BY: CA KR JOB NUMBER: --`SHEET 2 OF 37 TRACTS 299,7900 8 7302 -HIGHGATE LMD s 'i1 Y O O �F �11Q- J I— MG CD V/ w�/ LL LL PHASE LIMIT OF WORK FUTURE SUBMITTAL HIGHGATE PARK BLVD. (LOCAL COLLECTOR PUBLIC STREET) r L11w - �ES— rn 139'-11" vm AMi^ace+ M MR4 d &H SIR ------------------- N.T.S. 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SEE SHEET LI -13 FOR IRRIGATION NOTES/CALCS SEE SHEET LD -1 & LD -2 FOR IRRIGATION DETAILS SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS IRRIGATION SCHEDULE SYMBOL Jr MANUFACTIRERrMOOEVOESCRIPTION OT' PSI 190„m HW RAIN BIRD RINGS 6C -SOCK 1,183 30 ROOT WATERING 6Y6TEM WITH A0” DIAMETER X 35.P' LONG WITH LOCKING GRATE, SEMI RIGID MESH TUBE. CHECK VALVE AND SAND SOCK, RAIN BIRD BUBBLER OPTIONAS INDICATED: AT 025 GAM, 1G0205 GPM,1900 10 GPM, 140820 GPM. SYM OL MANUFACTUREIGNODEUDESCRIPTION Ott RAIN BIRD XCZd5SPRSCOM 3] HIGH FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIAL DRIP ZONES.1-lOH PESS VALVE WITH TVW U I' PRESSURE REGULATING(40P6p QUICK CHECK GASKET F3 FILTERS. FLOW RANGE: 1540GPM. 1 8 ANN BIRD XCZ-100"PRBLOM B MEDIUM PLUS FLOW DRIP CONTROL KIT FOR � � COMMERCIAL APPLICATIONS. I"BALL VALVE WITH V PESS VALVE AN01"PRESSURE REGULATING40P61 � L"_'I QUICKLHECK SASKFT FILTER. 3GPM TO 2GGPM. 1 PIPE TRANSITIONPOINT IN GRIP SOX 103 PIPE TRANSITION POINT FROM FVC LATERAL TO GRIP TUBING WITH RISER W B USSMM) DRIP BOX FLUSH VALVE 101 314" PVC SALL VALVE IN 10' VALVE BOX. Q% NETAFIM TL053MI 1 2 AUTOMATIC FLUSH VALVE, 1G MALE PIPE THREAD. Y RAIN BIRD ARVOID 102 1. AIR RELIEF VALVE, MADE OF QUALITY RUST -PROOF MATERIALS, WITHA B G ORIP VALVE BOX (SEB 7X9 EMITTER BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING WATER HAMMER OR BLOCKAGE. AREA TOREOEIVEORIPLINE AREARECEIVE RAIN 2]25025.F. ©2 APE SUR -SURFACE PRESSURE COMPENSATING DRILLING 1 WICOPPER SHIELD TECHNOLOGY O. BOSH SNIFTERS AT 20 PO: C. LATERALS PACED AT 24,0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. W B PESISTANT. SPECIFYXF INSERT FITTINGS. SYMBOL MANUFACTILGERIMOGRACESURIPTION OTY RAIN BIRO PEB-PR50 Yo 1 1 ill", 2" PLASTIC INDUSTRIAL VALVES LOW FLOW 6A vy OPERATING CAPABILITY,GLOBEC00FIGUAATION. WITH 1 PRESSURE REGULATOR MODULE. 0 RAN SIR.. UPS 101 T PASS QUICK COUPLING VALVE NTH CORROSION RESISTANT STAINLESS STEEL SPRING, ® LOCKING THERMOPLASTIC RUBBER COVER, AND 2 PIECE 1 BODY D p' NISCOT-113 3 LASS 125 BRONZE GATE SHUTOFF VALVE WITH WHEEL HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVELOCATION. SGERANGE"114"-3" ® RAIN GIRD FEE IIS' 1 1",1-112',2" PLASTIGWOUSTRIALVALVES LOWFLOW OPERATING CAPABILITY. GLOBE CONFIGURATION. W RAIN 8IRD PES I -O' 1 I", b112".2"PLASTIC INDUSTRIAL VALVES, LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. © RAIN BIRO PEE 1_1S1 1 1{110 2" PLASTID INOUSTRIALVAL EE LOW FLOW OPERATING CAPABIOTY, GLOBE CONFIGURATION. BF FE9C0825YT 1 REDUCED PRESSURE SACKFLOW PPEVENTER INSTALLED IN A STRONGBOX$aBC46SS SMOOTH TOUCH STAINLESS © STEEL ENCLOSURE WI FREEZE BLANKET AND COMBO e LOCK BASS45) Wo prepared for: ZJ ,, i ,,� /4 tF� /2+! _I /WMyk W 10000 STOCKDALE HWM SHITE Ip00 U601BAKERSFIELD, CA 93311 W (1 684b521 W 5 w L W ^ ' imzo coN O � vol [, OMS W r W V m Q � 2 IW LU Q m BP FEBC0826Y 2" 1 REDUCED PRESSURE BACKFLOW PREMPTER INSTALLED IN ASTRONGBOX SBEO4688 SMOOTH TOUCH STAINLESS STEEL ENCLOSURE WI FREEZE BLANKET AND COMBO U LOCK (ARGUE F3 FEBCO FAIR T' 1 REDUCED PRESSURE BACKFLOW PREVENTER INSTALLED IN ASTRONGBOX SBBC.4WS SMOOTH TOUCH STAINLESS � � STEEL ENCLOSURE W/ FREEZE BLANKET AND COMBO LOCK(PBBAS) � L"_'I RAIN BIRD ESP8LXMEF WITH (01) EBPLXMSMI2('2) 1 20 STATION OOMMERCIA,CONTROLLER: MOUNTED ON VITAE 22SS STAINLESS STEEL METAL ENCLOSURE. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. TO INCLUDE RAIN BIRD CELLULAR NETWORK COMMUNICATION CARTRIDGE (RBIOWIOB). TO INCLUDE SUBASSEMBLY TERMINALSTRIP. TO INCLUDEPAIGE 73f5 D"AG GROUNDING PLATE, ®3 RAIN BIRD ESPBLXMEFWITH (01) PSPIXMSMI2(2) 1 20 STATION COMMERCIAL CONTROLLER. MOUNPEO ON A VITSB-2255 STAINLESS STEEL METAL ENCLOSURE FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. TO INCLUDE RAIN BIRD CELLULAR NETWORK COMMUNICATION CARTRIDGE (BBID W 13I TO INCLUDE SUB ASSEMBLY TERMINAL STRIP. TO INCLUDE PAIGE 72450 -AR GROUNDING PLATE. ©2 RAIN BIRD ESPI21-YMER WITH (03) E FLAMSMI2(2) 1 43 STATION COMMERCIAL CONTROLLER. MOUNTED ON VITSO 2265 STAINLESS STEEL METAL ENCLOSURE. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. TO B INCLUDE RAIN BIRD CELLWAR NETWORK COMMUNICATION CARTRIDGE (RSIDW138), TO INCLUDE SUB ASSEMBLY TERMINAL STRIP. TO INCLUDE PAIGE 7345 DAG GROUNDING PLATE. 6A vy RAIN BIRD RED CRX 1 RAIN SENSING OSAGE. WITH THREADED ADAPTER, IXTENSION WIRE RAIN SENSOR WITH STAINLESS STEEL VANDAL GUARD MOUNTED ON STAINLESS STEEL ENCLOSURE. ® RAIN GIRD FS 150-P 1 1AIM ALOW SENSOR FOR USE WITH PAIN BIRD MAXICOM, D � SITECONTROL AND ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC(PVC) MODEL. SUGGESTED OPERATINO RANGE OF60GPMT01000GPM SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. ® RAW 8IRD FSPIMA I 1AG FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP,XO CENTRAL CONTROL W SYSTEMS PLASTIC(PVC) MODEL SUGGESTED OPERATINGRANGE OF 50 GPM TO 100.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. © RAIN BIRD FSI 1 I IS" FLOW SENSOR FOR USE WITH RAIN BIRD MAXIOBM SITECONTROL AND ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC(PVC) MODEL. SUGGESTED OPERATINGRANGE OF 50 GPM TO 1000 GPM SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE, © EZSLO FERTILIZING SYSTEMS PROPPX e ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER. USED FOR SMALLER COMMERCIAL LANDSCAPES RESIDENTIAL, HDA 'S -MODEL HOMES AND GROWER APPLICATIONS. INSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTER THE BACK FLOW PREVENTER. TANK CAPAOIlY 94G 1 POINT OF CONNECTION]' t POC 2 9 POINT OF CONNECTION 2" 1 O3 9 POINT OF CONNECTIONS " I DRAWING TITLE: IRRIGATION LATERAL LINE: PVC SCHEDULE 40 21,301 LF. -- -" - --' IRRIGATION MAINLINE: PVCWHEDULE40 11,128LF. PIPESLEEVE: MCSCHEDULE40 2287 LF. L�VVb umM G � �VOY N� APRIL 1� OF OALL4�4� DATE: 3/192019 TRACTS #7299, 7300 8 1302 -:HIGHGATE LMD ?JJ U O � � B 5� D � W DRAWING TITLE: IRRIGATION PLAN L�VVb G � /T MAftCH�19 2019 N� APRIL 1� OF OALL4�4� DATE: 3/192019 SCALE: 1"=20'A" DRAWN BY: CA KR JOB NUMBER: SHEET: SHEETb0F 37 TRACTS #7299, 7300 8 1302 -:HIGHGATE LMD ?JJ 11J z W 111 w U Q U J On Z a I PFaraTBeILL I 10000 STOCKDALE HIM SUITE #300 BAKERSFIELD, CA 93$11 (661) 6646521 I SIA 7 Y 5 1 CIVI Ck UUIN I KULLLM - IRRIGATION SCHEDULE IN A STRONGBOX TOUGH INSTALLED STEEL ENCLOSU ETNASBISC�SSFREEZE BLANKET AND STAINLESS �P m LOCK RE WI FREEZE BLIWKETAND COMBO 'm LOCK (PBB4F) a SYMBOL MANUFACTURERIMODRUDESCRIPTION OTY 181 B J f3 EE25Y 2" 1 w Ho11�w IWF1eE RAIN BIRD RWSBCSOON 11530 RED UCEO PRE6SU0.E BACKFLOW PREJENTER INSTALLED 4 ROOT `WATERING SYSTEM WITH 61T DIAMETER A Ux IN A STRONGBOX 6BBOJBS6 SMOOTH TOUCH STAINLESS u 9 LONG WRH LOCKING GRATE SEMI-RIGID MESH TUBE. STEEL ENCLOSURE WI FREEZE BLANKET AND COMBO Y CHECK VALVE AND SAND SOCK RAIN CRO BUBBLER LOCK (PANAS) 6 OPTION AS INDICATED'. 14010 P5 GPM, 1402 05 GPM, 1404 E t O GPM, 140820 GPM. G1 RAIN BIRO ESPBLXMEF WTH (01) E6PLXMSMI2 (1) 1 y. u 20 STATION COMMERCIAL CONTROLLER, MOUNTED ON A MTSHOS5 STAINLESS STEEL METAL ENOLOGURE.FLOW of 5 6VME L MANUFACTURERIMODELIDESCRIPTION OtY SENSING AND WATER MANAGEMENT CAPABILITIES. TO Z #F INCLUDE RAIN BIRD CELLULAR NETWORK RAIN BIRD XCZ450-PRS COM 37 COMMUNICATION CARTRIDGE (RB'QPI5I X TO INCLUDE HIGH FLOW CONTROL ZONE KIT, FOR LARGE SUB ASSEMBLY TERMINAL STRIP. TOINCWDE PAIGE COMMERCIAL DRIP ZONES.1-112" PESB VALVE WITH TWO ]345 DAG GROUNDING PLATE. Q T PRESSURE REGULATING HOPE) OUIOKCHECK BASKET 0 FILTER6.FLOWRANOE'. 16.40GPWI M. C6 PAIN BIRD ESPSLXMEF TH(01) ESUL1 XMSM12(2) 20 STATION COMMERCIAL CONTROLLER. MOUNTED ON A 8 RAIN BIRD XCZ-0WYRBCOM E MTSB22666TAINLESS STEEL METAL ENCLOSURE PLOW C MO IUM PLUS FLOW DRIP CONTROL KIT FOR SENSING AND WATER MANAGEMENT CAPABILITIES. TO COMMERCIAL APPLICATIONS 1- VALVE WITHI INCLUDE RAIN BIRD CELLULAR NETWORK PE SB VALVE ANDI"PRESSURE REGULATING40PS1 COMMUNICATION CARTRIDGE(RBICd6138). TO INCLUDE QUICK CHECK BASKET FILTER. AGPM T02I*PM. SUB ASSEMBLY TERMINAL STRIP. TO INCLUDE PAIGE DRAWING TITLE: 2345 °-AG GROUNDING PLATEPIPE . IRRIGATION PIPE TRANSRION POINT F OMPSOX 103 TUSINGA MHRINP01N 6PROMPVOLAT BOX TO DRIP C2 RAIN BIRON COMMEMEFRCIAL WTH LCONT) CONTROLLER MOUNTE) 1 TOEING WTH RISER IN e" (150MM) DRIP 80%. 48 STATION COMMERCIAL EEL METAL EN MOUNTED ON A PLAN M SENSING 5 STAINLAND STEEL METALENCL SUREIL71ES FLOW �/ Q VALVE 101 SENSING ANO WATER CELLULAR NETWORK BILTIES. TO 39- PVC BALL VALVE IN IV VALVE BOX. INCLUDE RAIN BIRD CELLULAR NETWORK COMMUNICATION CARTRIDGE(RBIO4813B). TO INCLUDE RETARD TL050MFV-1 2 SUB ASSEMBL IBM HAL STRIP, TO INCLUDE PAIGE AUTOMATIC FLUSH VALVE, i0 MALE PIPE THREAD. 2345 LIE GROUNDING PLATE. RAIN BIRO ARVO50 502 ® RAIN BIRO RSPCEX i _ OX AIR RELIEF VALVE, MADE OF QUALITY RUST -PROOF RAIN SENSING DEVICE. WITH THREADED ADAPTER, MATERIALS, WTH A00' DRIP VAWE BOX NEB TXB EXTENSION WIRE. RAIN SENSOR WITH STAINLESS STEEL ffi EMITTERBD%). USE WTH INSTALLATION BELOW SOIL VANDAL GUARD MOUNTED ON STAINLESS STEEL THE VALVE WILLALLOWAIRTO ESCAPETHE PIPELINE, ENCLOSURE. THUS PREVENTING WATER HAMMER OR BLOCKAGE. ®N PAIN BIRO FS -1 1 AREA TO RECENE ORIPLINE 1 -IB FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, Z.?` RAIN BIRD XFS-XCN(24) 212, 5026. F. SHISCONTROL, AND ESP.LXD CENTRAL CONTROL g . XFS SUB SURFACE ME86ORE COMPENSATING DRILLING SYSTEMS. PLASTIC(PVC) MODEL. SUGGESTED WILOPPER SHIELD TECHNOLOGY. 09GPH EMITTERS AT OPERATING RANGE OF 50GPM TOIO" GPM. SENSORS 24.D' O.C. LATERALS SPACED AT 240' APART, WTH SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. M,.'.D W pMia`+:4 ✓.... EMITTERS OFFSET FOR TRI ANGULAR PATTERN. UV RESISTANT .SPECIFY XF INSERT FITONG6 RAIN BIRO FSIWF 1 C' 1-12" FLOWSENSOR FOR USE WITH RAM BIRO MAXO M. SITECONTROL AND ESP LXO CENTRAL CONTROL SYMBOL MANUFACTURERIMOOELIDESCRIPTION .1 SYSTEMS. PLASTIC (PVC) MODEL. SUGGESTED OPERATING RANGE OF 50GPM TO ICOO GPM. SENSORS�p RAIN BIRD PEE READ 26 SHOULD BE SIILD FOR FLOWRATHER THAN PIPE MCA Trym SCA 1",1-RZ', 2" RASTC INDUSTRIAL VALVES. LOW FLOW M OPERATING CAPABILITY, GLODE CONFIGURATION. WITH ® RAIN BIRD THIN -P 1 (IJP PRESSURE REGULATOR MODULE. 1-12" FLOW SENSOR FOR USE WITH RAIN BIRD MAR CUM,J 6HE00NTROL, AND ESRIXD CENTRAL CONTROL 4 RAIN BIR04d1ftC 101 SYSTEMS PLASTIC VVC) MODEL. BUGGE$TED 1"BRADS QUICK -COUPLING VALVE, WITH °PERATINGRANGE OF 50 GPM TO 100GPM.SENSORS a ^3 CORROSIONRESISTANTSTAINLESS STEEL SPRING, SHOULD BE SIZED FOR FLOW RATHER THAN PIPE $ 126. LOCKING THERMOPIASTIC RUBBER COVER, AND 2 -PIECE * MARCH19 2019 BODY. ® FZ FLO FER➢LIZINO SYSTEMS EZ01B-F%- DIR p, ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER �T APRR. 30,2019 '\Q 6' UNDO 113 3 USED FOR SMALLER COMMERCIAL LANDSCAPES, E om 4� GLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL RE61OENTNL HOA 6, MODEL HOMES, AND GRO`NER p HANDLE SAME SIZE AS MAINLINE PIPE DIAMETER AT APPLICATC IONS. INSTALL DIRECTLY IN THE IRRIGATION OF .1lL��O VALVE LOCATION. 61ZE RANGE -IIP' -3" SYSTEM MAIN LINE AFTER THE BACKFLOW PREVENTED. TANK CAPACITY'. 94G RAIN BIRD PER PLASTIC i 1 r',1.1ATING LAPABI luY, GLOBE VALVES CONFIURATTFlow T POINT OF CONNECTION 2^ 1 DATE: 3/1952019 OPERATING CAPABILITY, GLOBE CONFIGURAITON. pp[ y 0 RAIN BIRD PEE t-117' 1 403 POINT OF caNNEcnauz^ 1 SCALEUP`=20'-0" i142",T' PLASTIC INDUSTRIAL VALVES LOWFLOW W POINT OF CONNECTION 2" 1 OPERATING CAPABILITY. GLOBE CONFIGURATION. DRAWN BY: CA KR IRRIGATION LATERAL LINE'. PVC SCHEDULE l()24,601 LF. RAIN BIRO RED 1-1I2" 1 8F ESKOS21Y2 % BBO 1 .L# a ... .FGCAILSMVb'PVG SCHEDULE40 Z,t2BL F. JOB NUMBER: 1 1-0 1-pW IRRI _ I 40 t SEE SHEET LI -13 FOR IRRIGATION NOTES/CALLS OPERATING CAPABILITY GLOBE CONFIGURATION 2297LF SHEET: SEE SHEET LD -1 & LD -2 FOR IRRIGATION DETAILS REDUCEDPRESSURE�� U-� � INAUCE ACKFEO PREVE TER INSTALLED Im SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS LOCH, NCLG6GRE WI FREEZE BLANKET AND COMBO PBBJS) SHEET 740E 37 TRACTS #7299, 7300 & 7302 - HIGHGATE LMO 15-7d-rR 7dao -7 3' 0 J�c 1 J J v 53 V 16.7 1u Z > r. HOVINGHAM �- t 3 J(y � IY Y f R +s 2 x k ✓� RI V 44 E (PUBLIC STREE ; 3'YR''� j` `£ ;,d+ ,V r� nl�f. l"'xii U 4 .c7 .'r Cis 14" x Fis is4 T +ti'1"t .f �, EXISTING ak LANDSCAPES'„' ,.Is � :a NOTE: CONNECT TO EXISTING IRRIGATION SYSTEM & CONTROLLER. EXISTING LANDSCAPE O'l' { Ois 4 c � s $r f1 L t r. lufY tz x' •, a �”, . " m SEE SHEET LI -13 FOR IRRIGATION NOTES/CALCS SEE SHEET LD -1 & LD -2 FOR IRRIGATION DETAILS SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS IRRIGATION SCHEDULE SYMBOLyy MANUFACTURERIMODEUDESCRIPTION OTY PSI imisiu lloalove RAIN BIRD RWSB-C-SOCK 11B3 30 ROOT WATERING. SYSTEM WITH 4.0" DIAMETER X 30.0" LONG WITH LOCKING GRATE SEMI-RIGID MESH TUBE. - CHECK VALVE AND SANG SOCK . RAIN BIRD BUBBLER OPTION AS INDICATED'. 1401 0,25 GPM, 1402 0.5 GPM, 1404 1 0 GPM, 1408 2D GPM, SYMBOL MANUFACTURER/MODEUDESCRIPRON QTY RAIN BIRD XCZAS5 PRB-COM 37 Q HIGH FLOW CONTROL ZONE KIT, FOR LARGE O N U a COMMERCIAL DRIP ZONES. 1-1IT PESB VALVE WITH TWO m LU 1" PRESSURE REGULATING (40PSIR QUICK -CHECK BASKET J C/) FILTERS FLOW RANGE: 1S40GPM. W� B RAIN BIRD XCZ-1 XFPRB-CDM 8 m C) MEDIUM PLUS FLOW DRIP CONTROL KIT FOR `L COMMERCIAL APPLICATIONS. 1"BALL VALVE WITH 1" PEBB VALVE AND 1"PRESSURE REGULATING 40PSI QUICK -CHECK BASKET FILTER. 3GPM TO 20GPM. PIPE TRANSITION POINT IN DRIP BOX 103 PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER IN e" (150MM) DRIP BOX. FLUSH VALVE 101 3/4" PVC BALL VALVE IN 10" VALVE BOX. �) NETAFIM TL050MFV.l 2 AUTOMATIC FLUSH VALVE, IIT' MALE PIPE THREAD. RAIN BIRD ARV050 102 112"AIR RELIEF VALVE, MADE OF QUALITY RUST -PROOF MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEE 7XB 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 DRIPUNE ..7 RAIN BIRD XFS-09-24 (24) 272,562 S.F. XFS SUB -SURFACE PRESSURE COMPENSATING DRIPLINE W/COPPER SHIELD TECHNOLOGY. 0.9GPH EMITTERS AT 24.0" 0 . LATERALS SPACED AT 24 V' APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. W RESISTANT SPECIFY XF INSERT FITTINGS. SYMBOL MANUFACTUREWMODEUDESCRIPTION OTY RAIN BIRD PEB-PRS-0 28 1",1-11T',2"PLASTICINDUSTRIALVALVES. LOWFLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE. 0 RAIN BIRD 44 -LRC 101 1" BRASS QUICK-0OUPLING VALVE, WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2 -PIECE BODY. p• NIBCO T-113 3 CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE -114"-3" RAIN BIRD FEE 1-1&" 1 1", 1-112",2" PLASTIC INDUSTRIAL VALVES LOWFLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. RAIN BIRD PER 1-t2" 1 P',Lt12",2"PLASTICINDUSTRMLVALVES. LOWFLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. 4Y' RAIN BIRD PEE 1-12" 1 1',1-11T, 2" PLASTIC INDUSTRIAL VALVES. LOWFLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. BF FESCO 825Y 2" 1 - REDUCED PRESSURE BACKFLOW PREVENTER INSTALLED IN A STRONGBOX SSBC4885 SMOOTH TOUCH STAINLESS STEEL ENCLOSURE W/ FREEZE BLANKET AND COMBO LOCK (P88-45) BT2 FESCO 825Y 2" 4 REDUCED PRESSURE BACKPLOW PREVENTER INSTALLED IN A STRONGBOX SBBC46SS SMOOTH TOUCH STAINLESS STEEL ENCLOSURE WI FREEZE BLANKET AND COMBO LOCK (PBB-45) eF3 FESCO 825Y 2" 1 " REDUCED PRESSURE BACKFLOW PREVENTER INSTALLED IN A STRONGBOX SBBC-46SS SMOOTH TOUCH STAINLESS STEEL ENCLOSURE WI FREEZE BLANKET AND COMBO LOCK (P8645) C7 RAIN BIRD ESP8LXMEF WITH (01) ESPLXMSMI2 (2) 1 20 STATION COMMERCIAL CONTROLLER, MOUNTED ON A VITS&226S STAINLESS STEEL METAL ENCLOSURE. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. TO INCLUDE RAIN BIRD CELLULAR NETWORK COMMUNICATION CARTRIDGE (RS1046138). TO INCLUDE SUB ASSEMBLY TERMINAL STRIP. TO INCLUDE PAIGE 7345 D -AG GROUNDING PLATE. C3 RAIN BIRD ESPBLXMEF WITH (01) ESPLXMSMI2 (2) 1 20 STATIONCOMMERCIAL CONTROLLER. MOUNTED ON A VITSB-22SS STAINLESS STEEL METAL ENCLOSURE. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. TO INCLUDE RAIN BIRD CELLULAR NETWORK COMMUNICATION CARTRIDGE(RBIO46138). TO INCLUDE SUB ASSEMBLY TERMINAL STRIP. TO INCLUDE PAIGE 7345 0 -AG GROUNDING PLATE. C2 RAIN BIRD ESPI2LXMEP WITH 03 ESPLXMSMI22 1 48 STATION COMMERCIAL CONTROLLER. MOUNTED ON A VITSB22SS STAINLESS STEEL METAL ENCLOSURE. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. TO INCLUDE RAM BIRD CELLULAR NETWORK COMMUNICATION CARTRIDGE (RBIQ46138). TO INCLUDE SUB ASSEMBLY TERMINAL STRIP, TO INCLUDE PAIGE 7345 D -AG GROUNDING PLATE. ® RAIN BIRD RSD-CEX 1 RAIN SENSING DEVICE. WITH THREADED ADAPTER, EXTENSION WIRE RAIN SENSOR WITH STAINLESS STEEL VANDAL GUARD MOUNTED ON STAINLESS STEEL ENCLOSURE. ® RAIN BIRD FS -150-P 1 1-1/2' FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL AND ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC (PVC) MODEL. SUGGESTED OPERATING RANGE OF 5.0 GPM TO 100.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE, RAIN BIRD FS -150"1` 1 1-112" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC (PVC) MODEL. SUGGESTED OPERATING RANGE OF 5.0 GPM TO 1000 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE, (D RAIN BIRD FS -150-P 1 1,V2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC INC) MODEL, SUGGESTED OPERATING RANGE OF 5.0 GPM TO 1000 GPM, SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. OO EZ-FLO FERTILIZING SYSTEMS EZ010-FX 3 ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER, USED FOR SMALLER COMMERCIAL LANDSCAPES, RESIDENTIAL, HOA'S, MODEL HOMES, AND GROWER APPLICATIONS. INSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTER THE BACK FLOW PREVENTER. TANK CAPACITY: B 4 G POC 1 R4 POINT OF CONNECTION 2" t POC 2 '1+ POINT OF CONNECTION 2" t FIX 3 M POINT OF CONNECTION 2" t IRRIGATION LATERAL LINE: PVC SCHEDULE 40 24, 501 L. F. -'-- --- --- _---- IRRIGATION MAINLINE: FVC SCHEDULE 40 11,129 L. F. PIPE SLEEVE. PVC SCHEDULE 40 2,297 L. F. vaL. cauaae Vary, Number y LL p p Flow Value ( prepared Por: � TXXG STOCKDALE HWY SUITE #300 BAKERSFIELD, CA 83341 (661)664-5521 aIal111i1111 1k . . . co C11 Q Q O N U a 4 m LU W r W J C/) W� I' -Ye Ye Q m C) `L _v 2 aIal111i1111 1k . . . DRAWING TITLE: IRRIGATION PLAN Yfi� A it9gl di r:E�IC'W. +:e ror Y�Ls uiS. DATE: 3/19/2019 SCALE: 1"=20'-0" DRAWNBY: CAKR JOB NUMBER: BNEE11 .,.LI -12 TRACTS #7299,7300 8 7302 -HIGHGATE LMD 4 DRAWING TITLE: IRRIGATION PLAN Yfi� A it9gl di r:E�IC'W. +:e ror Y�Ls uiS. DATE: 3/19/2019 SCALE: 1"=20'-0" DRAWNBY: CAKR JOB NUMBER: BNEE11 .,.LI -12 TRACTS #7299,7300 8 7302 -HIGHGATE LMD e Information Site Name 3 POCA Site Type -)L Residential Annual Eta finches/yr)3 F 52.4 drozone or irrigation hingation Planting Plant Factor (PF) Method Efficiency EFAF(PF) 2 0.4 Mod.JAve. Drip 0.81 0.5 3 0.4 Mod./Ave. Drip I 0.81 i 0.5 4 1 0.4 I Mod./Ave. I Drio 1 0.81 1 0.5 IM11111101 11 1 =I 4F 0/2MMMM/0 011 WON Landscape Areas Total ETAF x Area Total Area Average ETAF Landscape Areas Total ETAF xArea Total Area 14,445 29,251 6.49 14,445 29,251 Hydrazone ETAF::Area Total Water Area(sgft.) „-_r_. r._. M meets MAWA requirement. ETAF meets requirement for this site type. ulatur developed July 27, 2015. calculator is for estimating purposes only. ' Hydnmons Irrigation Method HYDROZONE INFORMATION TABLE MS = Micro Sprey MW = Medium Water Use Plants S = Spray 1-W Low Low Water Use Plants R=Rotor HYDROZONE' ZONE OR IRRIGATION AREA (Sq. Ft) %OF LANDSCAPE AREA -- - - VALVE METHOD Sitewide ETAF -- MW A-1 8 12 0, 00449k. MW A•2 0 3,334 ...7,439._ 12237% MW A-3 0_ 36.86 psi 27305% . .MW A4 - B 126 .. .. 00462%, MW A-5 0. 7,421 2,72390A MW A-6 D - 7.657 - 2 8105"A - _._MW ,a7 B. 95 _... 003520/..._.... �I MW A-8 D 3,106. 1.1621% MW 9-10 ' 5,127 ....7117...... 1.881800/0 ' .... MW -.. B-2 ... 0 AREA FOR DRIPLINE 26123%. MW B-3 8 180 0,0661% MW 3-4 D 7,105 26079%. MW _... 8-5 B .._.. ISO 0.0661% MW B-6 D 7,089 2 6020% MW B-7 D. 7,089 2.6020% - 2,6020% MW BS B ISO 0.0661% MW B-9 D 7,098 2,6063% MW B-10 - B 180 0.0661% MW B-11 D 5,983 2.1961 MW 8.12 D 7,393 2.7136% MW B-13 D 7,865 2 9869°!2 MW 9-14 B 192 - - 0,0705-A ` MW B-16 B 60. 002200/. MW 9-16 B 186 _ 0.0683% MW BA7 D - 3283 - 12050% MW B-18 0 7,405 27180% MW 9-19 -1) - 4,740 1,73W6 MW 8-20 D7,389 122,059 _. 2,7158%: MW B-21 B. 132... 0.0485%.. MW B-22 D- 5,668 2,08(34% .. MW B-23 D_ ... 9,162 _. 3.36290/. MW 8-24 B 138 0.0507% -- MW B-26 D 9,534 34995% MW B-26 : D- 6,107 _ 1,8745%' MW 8-27 B 102 0.0374% MW B-28 B .. .108. 00396% MW 8-29 D 4,020 14755% MW B-30 D 4,134 1.5174k MW B-31 D 4,694 1.7229% MW B-32 D 6,846 251280/ MW B-33 B 84 0 030W. MW B-34 B 132 00485%' MW -_ 8-35. B .138 0.0507% MW 8-36 D 8,989 3,2994%- MW B-37 0 4,966 18191%: MW a-38 a 198 0.072796 MW B-39 D5,828 1 2,1392%. MW B40 D.. 4752. .. 1.7442% W _ M _ B-41 _ O . _ .8 144..... 2 255294. _.. . MW B-42 D 4,661 1.7108%. -MW - B-43 .. D.. 6,410 1,9857%. - MW 8-44 8 222 00815%. MW B-45 D- 3296.. 1,2098% MW B-46 D 4,757 1,7461% MW B-47 D 4,507 - 1.6543%( MW B-48 D 4,6821,7186%. Notes: MW ... C-1 -.0. 6,747... _ 24765%.. MIN C-2 8 120 0.0440°k MIN C-3 D 4,765 1.7490% .. MW C-4 0 6,081 1.8650010 . - MW _ C-5 .... 8 132 0.0485% MW G6 D 3,926 -1,4410% MW C-7 -8 as 0.0242%.' MW C4 B 66 0,0242% MW G9 D 7,608 2.7925% MW C-10 B 840.0308% 2025. MW C-11 D 8621 _ 3.16430A:.. 3.1643-A M W C-12 B 216 0.0793%, MW C-13 D 5065 18681%' MW C-14 D 6.304. .... 2.3139% MW C -IS B 138 0.0507% ' Hydnmons Irrigation Method HW = High Water Use Plants MS = Micro Sprey MW = Medium Water Use Plants S = Spray 1-W Low Low Water Use Plants R=Rotor ..... ...... .... B = Bubbler All Landscape Areas D= Dip ...... O = Other ETAF Calculations iv'.w5 m VP, rIaCAD is anhY. Regular Landscape Areas NOTE A: Total ETAF x Area 95,927 Total Area 194,252 Average ETAF 049 All Landscape Areas srmeo, Total ETAF x Area 95,927 Total Area 194,252 Sitewide ETAF 0.49 Sets MAWA requi nement. ETAF meets requirementforthis site type. ase r:{-PdDED"InanSoo - jWC iv'.w5 m VP, rIaCAD is anhY. Flow Available: NOTE A: IRRIGATION SCHEDULE POINT OF CONNECTION SHALL BEA 1-112" DOMESTIC WATER METER WITH Site Information Pressure Available: 65.00 psi 1-1/2" SERVICE UNE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER srmeo, MaauPAcruraNMooEwEacR RnoNDiv Pa Flow Available at POC: 78.62 qpm Residual Flow Available: Site Name POCC All FE.ElRnRwsa-cs..K LES zS Friction Loss: 4.56 psi EGNAGGRERIN.GGST Ia.PNAM to NP 0.46 psi Site Type-) Residential c"Ec`Nw EAAND EAI bD1A. N Naw Riv.141 GLIRE 1.86 psi THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, 36.86 psi As�rvzao, _+.o,oxcPM,,mzoscPM.,aw 0.02 psi Annual as(Inches/yr) 4 52.4 0.00 psi Loss for Backflow: 11.30 psi Loss for Master Valve: 3.90 psi Nytlrezoneo FREE.,MIUYurAC}uR P 3 ry g_ry Irrigalian ® aaeWRDxa,..E.. aR Estimatetl Planting Plant Factor (PFj Irrigation Effideney F ETAF(PF/IE) tiydmxone ETAF xArea Total Water Desai on 1 FR DS re RE UTATINS S NKGHECK 50.25 Methotl IE RMES. ELPA NNGE'. I.E111. Area(sgfx.) AREA FOR DRIPLINE Use Regular Landscape Areas 3425 DESIGN WATER PRESSURE 20 PSI 0.39 in/h FA1aFDA,S,.-1FS1.. SEPGUN WS FLowowP CONTROL MTFcn s MAXIMUM SYSTEM DEMAND 38.66 GPM BUBBLER 1 0.4 Mod./Ave, Drip 0,81 0.5 6,747 3,332 1M245 2 0.4 Mod./Ave. Drip 0.81 as 120 59 1,92 3 DA Mod Jfive. Drip 0.81 0.5 4,765 2,353 76,44 4 0.4 Mod./Ave, Drip 0.81 45 5,081 2,509 81,51 5 0.4 Mod./Ave. Drip 0.81 0.5 132 65 2,118 6 0.4 Mod JAve. Dnp 0.81 0.5 3,926 1,939 62,98 7 0.4 Mod./Ave. Drip 0.81 0.5 66 33 1,05 8 DA Mod./Ave. I Drip 0.81 0.5 65 33 1,05 9 0.4 Mod./Ave. I Drip 0.81 0.5 7,608 3,757 122,059 SO DA Mod./Ave. 1 Drip 1 0.81 0.5 94 41 1,34 11 1 0.4 Mod./Ave. Drip 0.81 0.5 1 8,621 1 4,257 138,311 12 1 0.4 Mod./Ave. Drip 0.81 as 216 107 3,46 13. 0.4 Me AD Drip 0.81 0.5 5,065 2,501 81, 14 0.4 Mod/Ave. Drip 0.81 D.5 6,304 3,113 101,138 15 0.4 Mod./Ave- Drip 0.81 0.5 1 138 68 2,21 17.00 vZ.2-EI-AAncwnttTGE,-VALNEs. + OWNER REVISIONS AT NO ADDITIONAL 0.89 r/h SUBTOTALS 48,934 24,167 785,151 Special landscape Areas COSTTOTHEOWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY rQ+ RAINEIGSPFE1. G , OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF 1" 9 16.50 HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. q eJ RANEwDPFST.+m 1 8-17 0 r�I-M 2- PwsN.INurernvu VALveS L wFLGw 10 13.37 NEDOPEAaum, oLOSELONF1.uR•.non. 48.21 0.39 IND B-18 0 0 u MEMENINEEMM RCOFssvrNOTES: REDUORDPROADES6ALKnowPREAISmSENSIAL.G + MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE 1 amca.EDEsascss SSIRETHTowesrarusss D LOCATION TO BEA MINIMUM OF IB" OFF ADJACENT HARDSCAPE AND OTHER 12 9TaELENCLOEIMEw,FEEEEREUtMETANO.ED 44.06 59.58 maPvesuT B-20 0 0 AREA FOR DRIPLINE 29.80 35,34 INDII EG P LED IF... E..EEVENR-R PnaasTEwceoxFEeuassam.oTRToucRDOFTaw.Esa SUBTOTAL4 D a 0 BUBBLER SHALL HAVE THE KING BROS. MOD. NO. KSC-(XXX)-S (APPROPRIATE LINE SIZE) 36.31 51.67 Estimated Total Water Use(ETWU) 785,151 1-112" SWING CHECK VALVE INSTALLEDAT EVERY FIVE (5) FEET OF ELEVATION 23.03 EEDSTEE`IFIESDeE.AFr`s` IDS1R Munimum Allowed Water Allowance MAW '9 874462 0.39 in/h IN a DTHETERI wEssD RAIN BIRD XCZ-150-PRB-COM PRIOR TO AREA FOR DRIPLINE LENCLOSURE, FREEEP ALAGNET AND GORDO LOCATIONS WITH OWNER'S AUTHORIZED REPRESENTATIVE 56.61 ETAFCalculations Notes: COMMENCING WORK. Regul ar Landscape Areas BUBBLER + 37.94 2°FTATON CG NERLLEAL CONTRI DaLRR MDU NRD.N A mn:Eass s.aNLEES STEEL METAL ENC,.suRF.now 0.89in/h ALL RCVS CONTROLLING IRRIGATION HEADS ON SLOPE SHALL BE INSTALLED RAIN BIRD XCZ450-PRB-COM Total ETAF x Area AREA FOR DRIPLINE 24,167 ETWU meets MAWA requirement. 57.93 B-26 Total Area 1-1/2" 48,939 20.69 SEE Pa3EMaRLDAGREPITE P. To NLWpE PM6E 31.46 STREAM OF THE RCV TO PREVENT DRAINAGE OF WATER IN PVC LATERAL cs RA NAEGEs S,Sel WnINSD.1.oNIIA Average ETAF INTO VALVE BOX DURING RCV MAINTENANCE. 0.49 LDMMERLIPL CONmOu rEoUNTED ON m�g Average ETAF meets requirement forthls site type. All W ndsape Areas IRRIGATION SLEEVES SHOWN FOR MAJOR STREET, DRIVEWAYAND 1" uGE N RAG.GLIU:AR (RTW . COMFAR 9.00 HARDSCAPE FOR ONLY, CONTRACTOR SHALL INSTALL 33.46 C6ATN0'+..E(REIG4a, EE,rGNCWOE 0.89 in/h Total ETAFx Area RAIN BIRD XCZ400-PRB-COM 24,167 AREA FOR DRIPLINE Cakulator developed July 27, 2025. AD1.MELRTuN.1ETWP.To cN11 NG1.1. 53.04 Total Area cs 48,999 V This calculaforisforestrmaring purposes only. 46 A90N LOMMERGIAL O.MRO,D R MOG N,ED ON A Gtewlde ETAF 53.39 0.49 NDGISOSEEI SENSINNSANG wmsssTEE,METALENCb9IEE. TO aow N3AND WATERMAFMG NEALorlAIGURE, FL Hunfer assumes na Yu6Yi .ruse. this calculator. 201%. CRITICAL ANALYSIS Generated: 2018-01-18 16:02 P.O.C. NUMBER: Oi Water Source Information. FLOW AVAILABLE Point of Connection Size: 2" Flow Available: NOTE A: IRRIGATION SCHEDULE POINT OF CONNECTION SHALL BEA 1-112" DOMESTIC WATER METER WITH 65.00 psi Pressure Available: 65.00 psi 1-1/2" SERVICE UNE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER srmeo, MaauPAcruraNMooEwEacR RnoNDiv Pa Flow Available at POC: 78.62 qpm Residual Flow Available: 47.71 gpm PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IFANYOFTHEPOC All FE.ElRnRwsa-cs..K LES zS Friction Loss: 4.56 psi EGNAGGRERIN.GGST Ia.PNAM to NP 0.46 psi INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT 0.00 psi c"Ec`Nw EAAND EAI bD1A. N Naw Riv.141 GLIRE 1.86 psi THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, 36.86 psi As�rvzao, _+.o,oxcPM,,mzoscPM.,aw 0.02 psi IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULDTHE 0.16 psi IGGPo 0.00 psi Loss for Backflow: 11.30 psi Loss for Master Valve: 3.90 psi CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES FREE.,MIUYurAC}uR P 3 ry g_ry REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE ® aaeWRDxa,..E.. aR RESPONSIBILITY OF THE CONTRACTOR. 3687 `IGH FF Ow LONGG 20 LARGE 0.89 in/h A-5 RAIN BIRD XCZ-1504PRB-COM Rcwo - VSTN�rnn AREA FOR DRIPLINE 29.97 1 FR DS re RE UTATINS S NKGHECK 50.25 STATIC WATER PRESSURE 65 PSI A-6 RMES. ELPA NNGE'. I.E111. 1-12" i AREA FOR DRIPLINE R 3425 DESIGN WATER PRESSURE 20 PSI 0.39 in/h FA1aFDA,S,.-1FS1.. SEPGUN WS FLowowP CONTROL MTFcn s MAXIMUM SYSTEM DEMAND 38.66 GPM BUBBLER vuuEAADl--1GS.lFe 11.1+ PSI 50.74 Pisa REauwrvc A-8 RESIDUAL PRESSURE 5.42 1-1/2" .UIEKEI¢LKEAFKETFILIER. 3GPMTOSGP4. 12.76 0 AGINIGDCDI.INTINoGIe.S 1. NOTE B: RAIN BIRD XCZ-150-PRB-COM PDBNGGITHFRaesirveriw1EGDFPSGX omP AREA FOR DRIPLINE CONTROLLER'C2'SHALL BE A RAINSIRD ESP12LXMEF WITH (03) ESPLXMSM12 T llls v.Lva CON (2),48 STATION CONTROLLER ASSEMBLY INSTALLED IN A VITSB-2288 B-2 caw we FA.." 11TSwuvE a.x. 1-1/2" STAINLESS STEEL PEDESTAL AS PART OF CONTROLLER ASSEMBLY. T NETA`.1W1I11 z CONTROLLER'CI'&'C3'SHALL BE A RAINBIRD ESPBLXMEF WITH (01) 0.39 inlh Aum.G1.sev1va1¢MAL.R1tmAPAO. RAIN BIRD PEB-PRS-D ESPLXMSM12(2),20 STATION CONTROLLER ASSEMBLY INSTALLED INA T 15.00 103 VITSB-22SS STAINLESS STEEL PEDESTAL AS PART OF CONTROLLER ASSEMBLY, 150.73 1 1n-AIRAFuFVavE,MMEOP DuumRunaaca B4 RAIN BIRD XCZ-150-PRB-COM 1-1/2" re11.1NNASvomPVAmae.x TSEe na 28.90 71 TOTAL STATIONS USED. FINAL LOCATION OF CONTROLLERS AND 33.68 nE E.FL UAE NOOl 4E 0.39 in/h S-5 RAIN BIRD PEB-PRS-O GAAINTOODOAIONBELOIPEDRE VALVERDNSS BUBBLER OWNER'S AUTHORIZED ELECTRICAL PAA SHALL BE CONFIRMEDCOMMENCING Re/EMINGwaIER NAMMPF oa e,ocrcAOE EATENAAGGCARETREPwEE, 51.26 WO REPRESENTATIVE PRIOR TO COMMENCING WORK. BE ARED RECENE."D Ross rmx=smmtz+� nzsszsP NOTE: 28.86 vuwPPERFR+1EUrrEG1NNGH`GDE LOr "o E'EG"=neENO.AT 33.58 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS 0.39 inlh G ureRALsQF11.N INV RAIN BIRD XCZ-150-PRB-COM FOR DESIGN CLARITY ONLY AND IS TO INSTALLED WITHIN PLANTING AREAS. AREA FOR DRIPLINE G11ISIDN RFOFFSETfDRTRNNOVIAR PATTER NW 33,65 50.18 REFIFTANT. FPELIFY 11 INFERT RTINGE. B-8 RAIN BIRD PEB-PRS-O 1" BUBBLER 15.00 VALVE LOCATION NOTE: 35.82 .GL DD B-9 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS B wNFIROPEaPRSU n2-N,Eee,mUSTNEJALOESiDADJIPG LASTCAATIOR w DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE &10 M OFFEPEEsas V OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR 15.00 EEEOOIAT.RMO.ULE 35.90 61,69 o 13-11 RAIN BIRD XCZ-150-PRB-COM REVIEWAND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. AREA FOR DRIPLINE ARF4RF ,W FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES 47.37 oGRASSOU EFInWR9WWLE ss�ESPRmc. LGOARGIRESM.PIASLCEu OIEGOVER, ANDSICGE B-12 AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR 1-1/2" AREA FOR DRIPLINE 30.05 MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE $ OD, T -,+s a LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE RAIN BIRD XCZ-150-PRB-COM (Ass,2sanoeaEGTFSrN7OFFlmvSGXT GAFF, AREA FOR DRIPLINE 31.89 HAAL�,DD0GGSFAFMANUNEPIPEMAMETERAT 50.98 CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURETOOBTAIN B-14 oGNDN. RANGE -1,N' -aPEN 1" OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE 17.00 vZ.2-EI-AAncwnttTGE,-VALNEs. + OWNER REVISIONS AT NO ADDITIONAL 0.89 r/h mwFmw RAIN BIRD PES -PRS -D CONTRACTOR TO MAKE DIRECTED BUBBLER obiREGAGGAPAB Lm OL.EELONPGOAANGN COSTTOTHEOWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY rQ+ RAINEIGSPFE1. G , OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF 1" oRilianuGPCAusPaeliir°"SmeemiNAGGOM`N oW 16.50 HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. q eJ RANEwDPFST.+m + 8-17 RAIN BIRD XCZ-100-PRB-COM r�I-M 2- PwsN.INurernvu VALveS L wFLGw AREA FOR DRIPLINE 13.37 NEDOPEAaum, oLOSELONF1.uR•.non. 48.21 0.39 IND B-18 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE (arJ RCOFssvrNOTES: REDUORDPROADES6ALKnowPREAISmSENSIAL.G + MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE 0.39 in/h amca.EDEsascss SSIRETHTowesrarusss RAIN BIRD XCZ-100-PRB-COM LOCATION TO BEA MINIMUM OF IB" OFF ADJACENT HARDSCAPE AND OTHER AREA FOR DRIPLINE 9TaELENCLOEIMEw,FEEEEREUtMETANO.ED 44.06 59.58 maPvesuT B-20 OBSTACLES TYP. 1-1/2" AREA FOR DRIPLINE 29.80 35,34 INDII EG P LED IF... E..EEVENR-R PnaasTEwceoxFEeuassam.oTRToucRDOFTaw.Esa 0.39 in/h ALL LATERAL LINES WITH GREATER THAN FIVE FEET OF ELEVATION CHANGE RAIN BIRD PEB-PRS-D i KKT,..TmEw I.E. s1arE+ETANoc«neo BUBBLER SHALL HAVE THE KING BROS. MOD. NO. KSC-(XXX)-S (APPROPRIATE LINE SIZE) 36.31 51.67 0.89 inlh B-22 FEac.nsvr 1-112" SWING CHECK VALVE INSTALLEDAT EVERY FIVE (5) FEET OF ELEVATION 23.03 EEDSTEE`IFIESDeE.AFr`s` IDS1R 30.89 CHANGE MINIMUM, CONTRACTOR SHALL VERIFY ALL SWING CHECK VALVE 0.39 in/h IN a DTHETERI wEssD RAIN BIRD XCZ-150-PRB-COM PRIOR TO AREA FOR DRIPLINE LENCLOSURE, FREEEP ALAGNET AND GORDO LOCATIONS WITH OWNER'S AUTHORIZED REPRESENTATIVE 56.61 LDrxlNANA, 8-24 COMMENCING WORK. ® BUBBLER + 37.94 2°FTATON CG NERLLEAL CONTRI DaLRR MDU NRD.N A mn:Eass s.aNLEES STEEL METAL ENC,.suRF.now 0.89in/h ALL RCVS CONTROLLING IRRIGATION HEADS ON SLOPE SHALL BE INSTALLED RAIN BIRD XCZ450-PRB-COM SENDING..% ANAGEMFNrGPPEa1TIEa TO AREA FOR DRIPLINE WITH A LINE SIZED KING PROS, MOD. NO. KSC- XXX) S APPROPRIATE LINE ( wGEPA.aN=IWOPK 57.93 B-26 MGNONsGREL�LIX.AP pTRNdINW. NCWDE 1-1/2" SIZE) SWING CHECK VALVE. INSTALL SWING CHECK VALVE DIRECTLY DOWN 20.69 SEE Pa3EMaRLDAGREPITE P. To NLWpE PM6E 31.46 STREAM OF THE RCV TO PREVENT DRAINAGE OF WATER IN PVC LATERAL cs RA NAEGEs S,Sel WnINSD.1.oNIIA + INTO VALVE BOX DURING RCV MAINTENANCE. BUBBLER LDMMERLIPL CONmOu rEoUNTED ON m�g 35.07 50.42 NAGON INlos STEEL METAL ENCLOSURE. STAAn.w Fa MANAGEMGGTO,.Iunas. TD B-28 IRRIGATION SLEEVES SHOWN FOR MAJOR STREET, DRIVEWAYAND 1" uGE N RAG.GLIU:AR (RTW . COMFAR 9.00 HARDSCAPE FOR ONLY, CONTRACTOR SHALL INSTALL 33.46 C6ATN0'+..E(REIG4a, EE,rGNCWOE 0.89 in/h CROSSINGS CLARITY RAIN BIRD XCZ400-PRB-COM Ncwpa I.E. AREA FOR DRIPLINE SLEEVING BELOWALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY AD1.MELRTuN.1ETWP.To cN11 NG1.1. 53.04 0.39 in/h cs R.ESR,z.xMEF w�TN rom EFPLNMFMaIY, V OWNER'S AUTHORIZED REPRESENTATIVE. 16.78 46 A90N LOMMERGIAL O.MRO,D R MOG N,ED ON A 37.61 53.39 0.39 inlh NDGISOSEEI SENSINNSANG wmsssTEE,METALENCb9IEE. TO aow N3AND WATERMAFMG NEALorlAIGURE, FL RAIN BIRD XCZ-100-PRB-roti ALL PIPING, MAINLINE AND LATERAL, AND WIRE SHALL BE SLEEVED UNDER AREA FOR DRIPLINE ISO.. RAN a Rp OELLUUR PENNORK coSpssEGroNGRNao.E TRNoaa,aal.ro xcwDE PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF IRRIGATION PIPE 58.61 ANN7FRNAL STEP 70 1 ucwDE PAGE B-32 SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2 -INCH 1-1/2" PAGpR 27.70 ® ROEEp. 0.39 in/h DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND RAIN BIRD PEB-PRS-D RaNa ES RAIN SENDING DN E, ED ADAPTS , PAVING. INTERSDRn HSTANESSEL 48.91 0.89 MIT B-34 VAN. GWgDM ..GmGmNLE.FTEEL 1" BUBBLER 11.00 ENc,owee. 37.05 BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND ® RAINDIROPensa.v U3ELMTRA-. NPOMAIIEIXA. + BUILDINGS FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN BUBBLER G.GNDE LAAG.OR OLANO EFPAXDm- PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED 53.24 U.00MRa .... GAGr DEL FUGGEaIEO SGGER'GO B-36 RAW BIRD XCZ-150-PRB-COM 1-1/2" PERwnnc Ras,Eoaao GPM To+WnGPM. FENsoas 2 PANNEGII.E 36.53 BY OWNERS AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN 38.36 saoum easaFn F.ancw RSTMeRrwNnPESISE. 0.39 inlh FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ® ivr aows'E'i+°eAOR ' 2016. FOR usEWnTNRax SIRomAwcan, 47.22 COMMENCING WORK, &38 FTT&'.pM nN.aaPlm CENTWLL.OMRa 1" BUBBLER 16.50 SYSTEESAPARRAS R ODEL AP 35.86 51.98 0.90 inlh F. )METOL. GAP, RAIN BIRD XCZ-150-PRB-COM WATER PRESSURE NOTE: AREA FOR DRIPLINE SHouRP.1.F1.1F`rouGT.E1ENaEE ,o DE suEO FOE flow a+TXER Txw P PE 5 ]E. CONTRACTOR SHALL VERIFY P.O.C. STATIC PRESSURE IN FIELD PRIOR TO BEGINNING © HA"lmw..AOOGFNR + NOTIFY LANDSCAPE ARCHITECT FOR ANY DISCREPANCIES NOT SIMILAR TO 1-1/2" usEvaTnRax armMAxlcan. 19.32 ANYWORK. 28.11 IDEGOMROt, AvoEF=uowenRA, e.mRo, 0.39 inlh STATIC PRESSURE GIVEN BY WATER PURVEYOR. RAIN BIRD XCZ-150-PRB-COM FM.. PWFNC ll)..EL FIDE TE AREA FOR DRIPLINE 24.82 ROOD f0'HAn'Se 48.50 158 0.39 in/h B42 W ee alioF`11 E El11ERTD V PSI: 60 PSI 0 42.14 CONTRACTOR TO VERIFY STATIC PRESSURE PRIOR TO COMMENCEMENT OF 0.39 in/h NG TEE Fzo -1A ON' R OR R' s CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. AREA FOR DRIPLINE ISAN1.`. 32.45 49.40 RELOENTAL. HO GL .TMD SEDGES B44 RAIN BIRD PEB-PRS-D P' PPRD'.D. NFrA DR FRRIIE�nON 18.50 38.23 'ySnPA,wN now MERTEREAPPAU1 0.89 Win B45 RAIN BIRD XCZ-100-PRB-COM "D. AREA FOR DRIPLINE 13.30 32.36 48.31 NOTE: B46 PoNTCFC°" ` N` 1-112" ALL TURF & SHRUB SPRAY, ROTARY, ROTORS & BUBBLER HEADS $HALL BE PLACED r%�L E Tor GON Ec xr 1 SURFACE PER AS 1881 GUIDELINES. r�`EzPrIm B-47 RAIN BIRD XCZ-150-PRB-COM 2'-0" FROM IMPERVIOUS AREA FOR DRIPLINE I I RNEmG.2" , 29.47 46.03 AESATONATERALLINE:PVC FWEOIE ID SEWN LF. RAIN BIRD XCZ-150-PRB-COM - - FRAGAII.R..INERVc a«FoulEa n,zRL.F. (AGREE TOCOMPLYWITH THE REQUIREMENTS OF THEWATER EFFICIENT LANDSCAPE ._.. AFDEEV.RVcSOHPSlrE4 SFEILF. ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE. (AS 1881 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE SEC. 492.3). 35,29 51.26 e 0-2 RAIN BIRD PEB-PRS-D V BUBBLER M� 32.93 48.26 0.88 Win C-3 RICHARD DEPALMM LANDSCAPE ARCHITECT DATE CRITICAL ANALYSIS Generated: 2018-01-18 16:02 P.O.C. NUMBER: Oi Water Source Information. FLOW AVAILABLE Point of Connection Size: 2" Flow Available: 78.62 gpm PRESSURE AVAILABLE Static Pressure at POC: 65.00 psi Pressure Available: 65.00 psi DESIGN ANALYSIS SIZE Maximum Station Flow: 30.91 gpm Flow Available at POC: 78.62 qpm Residual Flow Available: 47.71 gpm Critical Station: All Design Pressure: 30.00 psi Friction Loss: 4.56 psi Fittings Loss: 0.46 psi Elevation Loss: 0.00 psi Loss through Valve: 1.86 psi Pressure Req. at Critical Station: 36.86 psi Loss for Fittings: 0.02 psi Loss for Main Line: 0.16 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 11.30 psi Loss for Master Valve: 3.90 psi Critical Station Pressure at POC. 52.24 psi Pressure Available: 65.00 Dsi Residual Pressure Available: 1276 psi CRITICAL ANALYSIS Generated: 2016-01-18 16:04 P.O.C. NUMBER: 02 Water Source Information: ySiPi7t17J1�:1=-]� Point of Connection Size: 2" Flow Available: 78.62 gpm PRESSURE AVAILABLE Static Pressure at POC: 65.00 psi Pressure Available: 65.00 psi DESIGN ANALYSIS SIZE Maximum Station Flow. 38.66 gpm Flow Available at POC: 78.62 ppm Residual Flow Available: 39.96 gpm Critical Station: B-19 Design Pressure: 20.00 psi Friction Loss: 3.13 psi Fittings Loss: 0.31 psi Elevation Loss: 0.00 psi Loss through Valve: 20.61 psi Pressure Req. at Critical Station: 44.06 psi Loss for Fittings: 0.03 psi Loss for Main Line: 0.29 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 11.30 psi Loss for Master Valve: 3.90 psi Critical Station Pressure at POC: 59.58 psi Pressure Available: 65.00 Dsi Residual Pressure Available: 5.42 psi CRITICAL ANALYSIS Generated: 2018-01-18 16:05 P.O.C. NUMBER: 03 Water Source Information: FLOW AVAILABLE Point of Connection Size: 2" Flow Available: 78.62 gpm PRESSURE AVAILABLE Static Pressure at POC. 65.00 psi Pressure Available: 65.00 psi DESIGN ANALYSIS SIZE Maximum Station Flow: 35.06 gpm Flow Available at POC: 78.62 Won Residual Flow Available: 43.56 gpm Critical Station, C-11 Design Pressure: 20.00 psi Friction Loss: 1.49 psi Fittings Loss: 0.15 psi Elevation Loss: 0.00 psi Loss through Valve: 16.15 psi Pressure Req. at Critical Station: 37.79 psi Loss for Fittings: 0.17 psi Loss for Main Line: 1.66 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 11.76 psi Loss for Master Valve: 3.55 psi Critical Station Pressure at POC: 54.93 psi Pressure Available: 65.00 psi Residual Pressure Available: 10.07 psi VALVE SCHEDUL E NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP A-1 RAIN BIRD PEB-PRS-D t" BUBBLER .1.00 31.34 45.54 0.89 in/h A-2 RAIN BIRD XCZ-150-PRB-COM '1-1/2" AREA FOR DRIPLINE 13:38 2021, 35.44 0.39 in/h A-3 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 29.97 33,85 49,63 0.39 in/h A4 RAIN BIRD PEB-PRS-D V BUBBLER 10.50 3687 52.24 0.89 in/h A-5 RAIN BIRD XCZ-1504PRB-COM 1-i/2" AREA FOR DRIPLINE 29.97 33.79 50.25 0.39 in/h A-6 RAIN BIRD XCZ-150-PRS-COM 1-12" i AREA FOR DRIPLINE 30.91 3425 51.53 0.39 in/h A-7 RAIN BIRD PEB-PRS-O �1" BUBBLER 18.00 -55 35 50.74 0.89 inlh A-8 RAIN BIRD XCZ-1504PRB-COM 1-1/2" AREA FOR DRIPLINE 12.76 20.38 36.09 0.39 inch B-1 RAIN BIRD XCZ-150-PRB-COM 1-12" AREA FOR DRIPLINE 20.70 2979 45.01 0.39 in/h B-2 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 28.95 3341 148 81 0.39 inlh B-3 RAIN BIRD PEB-PRS-D V BUBBLER 15.00 35.41 150.73 1 0.87 imh B4 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 28.90 33.68 4949 0.39 in/h S-5 RAIN BIRD PEB-PRS-O 1" BUBBLER 15.00 35.79 51.26 0.87 in/h BE RAIN BIRD XCZ-150-PRB-COM 1-12" AREA FOR DRIPLINE 28.86 33.58 49.77 0.39 inlh B-7 RAIN BIRD XCZ-150-PRB-COM 1-12" AREA FOR DRIPLINE 28,86 33,65 50.18 0.39 in/h B-8 RAIN BIRD PEB-PRS-O 1" BUBBLER 15.00 35.82 51.45 0,87 in/h B-9 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 28.87 33.66 50.54 0.39 inn &10 RAIN BIRD PEB-PRS-D V BUBBLER 15.00 35.90 61,69 Ilk WIT 13-11 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 24.37 30.72 47.37 0.39 in/h B-12 RAIN BIRD XCZ-150-PR13-COM 1-1/2" AREA FOR DRIPLINE 30.05 36.55 51.97 -6-.39 -in/h B-13 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 31.89 35.42 50.98 0.39 WIT B-14 RAIN BIRD PEB-PRS-D 1" BUBBLER 17.00 38.41 53.76 0.89 r/h B-15 RAIN BIRD PES -PRS -D 1" BUBBLER 5.00 33.44 48.65 0.85 min 6-16 RAIN BIRD PEB-PRS-D 1" BUBBLER 16.50 37.51 52.86 0.88 in/h 8-17 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 13.37 32.89 48.21 0.39 IND B-18 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 30.00 34.52 50.30 0.39 in/h B-19 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 19.01 44.06 59.58 0.39 inlh B-20 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 29.80 35,34 51.27 0.39 in/h B-21 RAIN BIRD PEB-PRS-D 1" BUBBLER 11.00 36.31 51.67 0.89 inlh B-22 RAIN BIRD XCZ-150-PRB-COM 1-112" AREA FOR DRIPLINE 23.03 30.89 46.66 0.39 in/h B-23 RAIN BIRD XCZ-150-PRB-COM 1-12" AREA FOR DRIPLINE 37.22 39.60 56.61 0.39 in/h 8-24 RAIN BIRD PEB-PRS-D T' BUBBLER 11.50 37.94 53.34 0.89in/h B-25 RAIN BIRD XCZ450-PRB-COM 1-1/2" AREA FOR DRIPLINE 38.86 40,29 57.93 0.39 in/h B-26 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 20.69 31.46 47.36 0.39in/h 8227 RAIN BIRD PEB-PRS-D 1" BUBBLER 8.50 35.07 50.42 0.89 Win B-28 TRAIN BIRD PEB-PRS-D 1" BUBBLER 9.00 33.46 48.84 0.89 in/h 5-29 RAIN BIRD XCZ400-PRB-COM 1" AREA FOR DRIPLINE 16.32 37.29 53.04 0.39 in/h B-30 RAIN BIRD XCZ-100-PRB-COM V AREA FOR DRIPLINE 16.78 37.61 53.39 0.39 inlh 8-31 RAIN BIRD XCZ-100-PRB-roti 1" AREA FOR DRIPLINE 18.97 42.53 58.61 0.39 in/h B-32 RAIN BIRD I XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 27.70 34.42 51.33 0.39 in/h B-33 RAIN BIRD PEB-PRS-D 1" BUBBLER 7.00 33.55 48.91 0.89 MIT B-34 ( RAIN BIRD PES -PRS -O 1" BUBBLER 11.00 37.05 52.62 0.94 inlh 13-35 RAIN BIRD PEB-PRS-D 1" BUBBLER 11.50 37.64 53.24 0.89 MIT B-36 RAW BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 36.53 38.36 57.19 0.39 inlh B-37 RAIN BIRD XCZ-150-FIRS -COM 1-1/2" AREA FOR DRIPLINE 2016. 30.85 47.22 0.39 in/h &38 RAIN BIRO PEB-PRS-D 1" BUBBLER 16.50 35.86 51.98 0.90 inlh B-39 RAIN BIRD XCZ-150-PRB-COM 1-12" AREA FOR DRIPLINE 23.58 31.01 47.90 -6 39 inlh 840 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 19.32 28.11 44.57 0.39 inlh B41 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 24.82 31.40 48.50 158 0.39 in/h B42 RAIN BIRD XCZ-100-PRB-COM V AREA FOR DRIPLINE 18.91 42.14 69 0.39 in/h B-43 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 21.88 32.45 49.40 0.39 MIT B44 RAIN BIRD PEB-PRS-D P' BUBBLER 18.50 38.23 54.80 0.89 Win B45 RAIN BIRD XCZ-100-PRB-COM V AREA FOR DRIPLINE 13.30 32.36 48.31 0.39 in/h B46 RAIN BIRD XCZ-150-PRB-COM 1-112" AREA FOR DRIPLINE 19.32 28.85 45.57 0.39 in/h B-47 RAIN BIRD XCZ-150-PRB-COM 1-112" AREA FOR DRIPLINE 18.10 29.47 46.03 0.39 in/h B48 RAIN BIRD XCZ-150-PRB-COM 1-112" AREA FOR DRIPLINE 18.78 28.44 45.12 0.39 in/h C-1 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 27.32 35,29 51.26 0.39 in/h 0-2 RAIN BIRD PEB-PRS-D V BUBBLER 1000 32.93 48.26 0.88 Win C-3 RAIN BIRD XCZ-150-PRB-COM 1-1/2' AREA FOR DRIPLINE 19.20 30.07 45.74 0,39 in/h 0-4 RAIN BIRD XCZ-150-PRB-COM 1-112" AREA FOR DRIPLINE 20.75 30.34 46.31 0.39 in/h CS RAIN BIRD PEB-PRS-D V BUBBLER 11.00 37.76 53.23 0.86 in/h C-6 RAIN BIRD XCZ-10D-PRB-COM V AREA FOR DRIPLINE 16.06 36.47 52.29 0.39 in/h C-7 RAIN BIRD PEB-PRS-D 1" BUBBLER 5.50 32.63 47.93 0.87 inm C-8 RAIN BIRD PEB-PRS-D T' BUBBLER 5.50 32,80 48,11 0,92 MIT C-9 RAIN BIRD XCZ-150-PRB-COM 1-1/2" AREA FOR DRIPLINE 31.03 36.07 54.24 0.39 inm C-10 RAIN BIRD PEB-PRS-D 1" BUBBLER 7.00 33.26 48.67 0.92 in/h C-11 RAIN BIRD XCZ-150-PRB-COM 1-12" AREA FOR DRIPLINE 35.06 37.80 55.88 0.39 WTI C-12 RAIN BIRD PEB-PRS-D i" BUBBLER 18.00 35.62 51.64 0.88 in/h C-13 RAIN BIRD XCZ-150-PRB-COM 1-12" AREA FOR DRIPLINE 20.55 30.40 46.65 0.39 in/h C-14 RAIN BIRD XCZ-150-PRB-COM I -VZ' AREA FOR DRIPLINE 25.77 31.72 48.73 0.39 m/h 6-15 RAIN BIRO PEB-PRS-D 1" BUBBLER 11.60 34.49 50.12 0.88 WIT Common Wire 11,129 prcoarcGfOn 10000 STOCKDALE HWY SUITE #300 BAKERSFIELD, CA 93311 (661)964-6521 O n tajo❑ CD W IF LU LL oC14 0 Q Y 0 00 9 DRAWING TITLE: IRRIGATION NOTES/CALCS 1a ?$ D' t }' -a L'ei6tIYF. 'a)V C oueti:4. NARC_HE # 2019 DATE: 3/192019 SCALE: N/A DRAWN BY: CA KR JOB NUMBER: SHEET: U-13 TRACTS #7299, 7300 A 7302 - HIGHGATE LMD '7 �u a-- � � L Z gr2 a DRAWING TITLE: IRRIGATION NOTES/CALCS 1a ?$ D' t }' -a L'ei6tIYF. 'a)V C oueti:4. NARC_HE # 2019 DATE: 3/192019 SCALE: N/A DRAWN BY: CA KR JOB NUMBER: SHEET: U-13 TRACTS #7299, 7300 A 7302 - HIGHGATE LMD '7 �u a-- LP -9 MING AVE. (PUBLIC STREET) y I (LOCAL COLLECTOR PUBLIC milli' - I � logo,-� it ///�// ..i . HIGHGATEIII (� �\. HIGHGATE NOT A PART. FUTURE PHASE LP -10 peepaved fon F 10000 STOCKOALE HM SUITE 900 MKERSFELD, CA 93311 (661) 664-6521 0 N DRAWING TITLE: KEY MAP 16. Know what's below. Call before you dig. DATE: 311912,119 SCALE: N.T.S. DRAWN BY: CA KR To JOB NUMBER: 0: W SHEET: Z LP -KM SHEET170F 37 TRACTS 47299, 730p0 A 7302 - HIGHGATE WD 7;0;- KEY MAP N.T.S. 0 1 10000 STOCKDALE HM SUITE MO BAKERSFIELD, CA 93311 (861) 8848521 Lu vJ N Q M CL 0 n J UJ UJ J co Go W 04 wnx I- YF-O Q F- 2: PHASE LIMIT OF WORK FUTURE SUBMITTAL Z 0000 3.00 ��� _ 000000 u 550,00 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I— 00099 5 N G ' m HIGHGATE PARK BLVD. ; °� (LOCAL COLLECTOR PUBLIC STREET) '�W/� LL , - , VJ sso 00 _ (l I 00099 — — Z J pl'00000�00�00 Q 3.00 CO Q r , r �. 000000000 0 0000000 ` 000 00 0 SOD - r Z m N DRTH MATCHLINE T SEE SHEET LP-5 SEE SHEET LP-13 FOR PLANTING NOTES/SCHEDULE SEE SHEET LS-2 FOR PLANTING SPECIFICATIONS PLANT SCHEDULE PHASE 2 TREES 80TANICALICOMMON NAME CONT CAL QTY pCER RUBRUM'ftED SUNSET' 36"BO% MODERATE 34 RED SUNSET MAPLE JUNIPERUS CHINENSIS'TORULOSA' 15 GAL LOW 40 d ] HOLLYWOOD JUNIPER LAGERSTROEMIA INDICA LAVENDER' 35"BOX LOW 63 uu os CRAPE MYRTLE MULTI-TRUNK LAURUS NOBILIS'SARATOGA' �24"BOX LOW 48 SWEET BAY MAGNOLIA GRANDIFLORA'D.D. BLANCHARD'TM 36'BOX MODERATE 52 SOUTHERN MAGNOLIA PISTACIA CHINENSIS'KEITH DAVEY' 24"BOX LOW 21 KEITH DAVEY CHINESE PISTACHE PLATANUS XACERIFOLIA 36"BOX MODERATE 88 x LONDON PLANE TREE QDERGU3 AGRIFOLIA 36"BOX LOW 32 O COAST LIVE OAK O QUERCUS AGRIFOLIA 48"BOX LOW 8 COAST LIVE OAK O QUERCUS AGRIFOLIA 84"BO% LOW 8 COAST LIVE OAK MULTI-TRUNK ULMUS PARVIFOLIA'ORAKE' 36"BOX iMODERATE 103 DRAKE ELM SHRUBS BOTANIGALICOMMON NAME CONT WUGOLS QTY Q LIGUSTRUM JAPONICUM 5GAL ILOW 1,358 JAPANESE PRIVET PHOTINIAX FRASERI F5 GAL MODERATE 386 PHOTINIA ROSH FLORIBUNOA'ICEBERG' 5GAL MODERATE 116 ® ICEBERG ROSE GROUND COVERS gOTANICALICOMMON NAME CONT WUCOLS SPACING QTY 0 0 o ASELIAX GRANDIFLORA'COMPACTA' H GAL MODERATE 36"0.0 1,]56 COMPACT ABELIA i i DIETES IRIDIOIDES t GAL LOW 18"oc. 3,102 FORTNIGHT LILY HEMEROCALLIS %'EVERGREEN YELLOW iGAI MODERATE 24"o.c 2,614 DAYLILV I LIGUSTRUM TEXANUM (5GAL LOW 18"o.c. 5,]]3 TEXAS PRIVET � MUHLEN2ERGIA CAPILLARIS'LENGA' SGAL LOW 48"o.c. 142 REGAL MIST PINK MUHLV PORTULACA GRANDIFLORA 1 GAL LOW 24" an 185 PURSLANE RHAPHIOLEPIS INDICA'JACK EVANS' 5GAL MODERATE 38" oc 7,682 INDIAN HAWTHORN ROSA X'NOARE' GAL MODERATE 44] FLOWER CARPET RED GROUNDCOVER ROSE ROSA X'NOpSCHNEE' CAL MODERATE 48^o.c. 1,324 FLOWER CARPET WHITE GROUNDCOVER ROSE � TRACHELOSPERMUM ASIAtICUM SAL TRACTS 47299,73M 8 7302 - HIGHGATE LMO U N a n s E � �s o 2 § 0 S - rc DRAWING TITLE: PLANTING PLAN s Krtow whaCa bBIOW. 6211 before you dig. wt. 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BLANCHARD'TM 36"BOX MODERATE 52 SOUTHERN MAGNOLIA PISTACIA CHINENSIS'KEITH DAVEY' 24"BOX LOW 21 KEITH DAVEY CHINESE PISTACHE PLATANUS X ACERIFOUA 36"BOX MODERATE G LONDON PLANE TREE 198 I QUERCUS AGRIFOLIA _56 BOX LOW 32 O COAST LIVE OAK s a QUERCUS AGRIFOLIA 48"BOX LOW 6 O COAST LIVE OAK z UL COAST 84" BOX LOW 8 o LI E AK COAST LIVE OAK MULTI -TRUNK ULMUS PARVIFOLIA'DRAKE' 36"BOX MODERATE 103 o DRAKE ELM I SHRUBS BOTANICAL/COMMON NAME CONT WUCOLS 0 OTY LIGUSTRUM JAPONICUM 5GAL LOW 1,358 0 JAPANESE PRIVET i PHOTINIA X FRASERI 5GAL MODERATE 13% PHOT NIA I ROSA FLORIBUNDA'ICEBERG 5GAL MODERATE 116 ® ICEBERG ROSE GROUND COVERS BOTANICAL! COMMON NAME CONT NNCOLS SPACING �QTY 0 000 o ABELIA X GRANDI FLORA'COMPAGTA' 1GAL MODERATE 36" o.c. 1,756 o COMPACT ABELIA a FE 8 0000000 o �— N� APRIL 30.2019 1Q OF CAt14 DATE: 3/19/2019 SCALE: 1"=20'-0" ORAWNSY: CAKR DIETES IRIDIOMES i GAL LOW 18" 0.c. FORTNIGHT LILY 13,102 HEMEROCALLIS X'EVERGREEN YELLOW IGAL MODERATE 24"oc. 2,614 DAYLILY LIGUSTRUM TEXANUM 5GAL LOW 18"0. c. 5,773 TEXAS PRIVET " MUHLENBER%CAPILLARIS' LENCA' 5 GAL LOW 48" c.c. 142 REGAL MIST PINK MUHLY PORTULACA GRANDIFLORA 1 GAL LOW 24" o.c. 185 PURSLANE RHAPHIOLEPIS INOICA'JACK EVANS' 5 GAL (MODERATE 36" o.c. 1,682 INDIAN HAWTHORN ROSAX'NOARE' 5GAL MODERATE 35" .,a. 447 FLOWER CARPET RED GROUNDCOVER ROSE ROSAX' NOASCHNEE' SGAL MODERATE 48"o.c. 1,324 FLOWER CARPET WHITE GROUNDCOVER ROSE TRACHELOSPERMUMASIATICUM 1GAL MODERATE 36"o.c. 4,188 i STAR JASMINE I TURFSYNTHETIC SOD MODERATE 1,861 SF ` ' . SYNTHETIC TURF SEE SHEET LP -13 FOR PLANTING NOTES/SCHEDULE I SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS 10000 STOCKDALE H Wt SUITE #300 BAKERSFIELD, CA 83311 (661)664.6521 Y IWG Is Frzaa, 1.x/3UL-MI1inUll tLml n QziO U CD W r W J l m Q W Wn = I-- Y ac 0 Q m U 2 � IWG Is Frzaa, 1.x/3UL-MI1inUll tLml U lu c � a @ a s a z 3 0 DRAWING TITLE: PLANTING PLAN I� Koaw wham below. Call before you dig. V,NDSCAp a FE _4 WH 19 2019 �— N� APRIL 30.2019 1Q OF CAt14 DATE: 3/19/2019 SCALE: 1"=20'-0" ORAWNSY: CAKR JOB NUMBER: SHEET: LP -3 SHEET20OF 37 IWG Is Frzaa, 1.x/3UL-MI1inUll tLml MO MING AVENUE w (PUBLIC W STREET) _W ///W TREES BOTANICALICOMMONNAME CONT CAL OTY SUNSET' 36"BOX MODERATE 34 REDACER SUNSET REDSUNPLE �+s--��+�F� 'wIF��F�'�,w►:�1FJ.'1Ri�F�j7fi[�A7F3'il`i,,,A�++te�l`��'II��1iJ JUNIPERUS CHINENSIS'TORULOSA' HOLLYWOOD JUNIPER 15 GAL LOW 40 LAGERSTROEMIA INDICA'LAVENDER 36 BOX LOW 63 CRAPE MYRTLE MULTI -TRUNK yc LAURUS NOBILIS'SARATOGA' 24"BOX LOW 46 }(\/ow '�.+' SWEET BAV MAGNOLIA GRANDIFLORA'D.D. BLANCHARD' TM 36"BOX MODERATE 52 'pS�fTQ' SOUTHERN MAGNOLIA PISTACIA DAVEV' 24"BOX Eg 21 DACHINENNS'KEITHEPIST KEITH DAVEY CHINESE PISTACHE ACEREE PI-ATAV N 36"BOX MODERATE 98 LONDON PLANE TREE QUERO LIA Uj W — -- __ W > 1 2 3 LU= <C ■ - MING AVENUE W LU ■ (PUBLIC STREET) , U) W U) U— W Z J U H CQ C N.T.S. 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BLANCHARD' TM 36"BOX MODERATE 52 'pS�fTQ' SOUTHERN MAGNOLIA PISTACIA DAVEV' 24"BOX LOW 21 DACHINENNS'KEITHEPIST KEITH DAVEY CHINESE PISTACHE ACEREE PI-ATAV N 36"BOX MODERATE 98 LONDON PLANE TREE QUERO LIA 38'BOX LOW 32 COAST LIVE COAST LIVE OAK QUERCUSLIA 4S BOX LOW 6 O COAST LIVEE OAK OAK US LIAMULTI-TRUNK 84" BOX LOW 8 O COASTQUER LIVE OAK COAST LIVE OAK MULTI -TRUNK ULMUS PARVIFOLIA'DRAKE' 3WBOX MODERATE 103 o DRAKE ELM SHRUBS BOTANICAL I COMMON NAME CONT WUCOLS OTY LIGUSTRUM JAPONICUM 5GAL LOW 1,358 JAPANESE PRIVET PHOTINIA X FRASERI 5GAL MODERATE 386 PHOTINIA ROSA FLORIBUNDA' ICEBERG' GAL MODERATE 116 ® ICEBERG ROSE GROUND COVERS BOTANICAL I COMMON NAME CONT WUCOLS SPACING OTY ABELIA %G RANDIFLORA'COMPACTA' IGAL MODERATE 36"o.c. 1,756 ooa 00 0 �o COMPACT ABELIA 000 0 o DIETES IRIDIOIDES IGAL LOW 18"c.c, 3,102 FORTNIGHT LILY HEMEROCALLIS X'EVERGREEN YELLOW IGAL MODERATE 2P'o.0. 2,614 DAVLILY LIGUSTRUM TEXANUM 5GAL LOW 18"o.c. 5,773 TEXAS PRIVET ` MUHLENBER% CAPILLARIS'LENCA' 5GAL LOW 148"o.c. 142 REGAL MIST PI NK MUHLY PORTULACAGRANDIFLORA 1GAL LOW 24"o.c. 186 PURSLANE RHAPHIOLEPIS INDICA'JACK EVANS' 5GAL MODERATE 36"0.c. 1,682 INDIAN HAWTHORN ROSAX'NOARE' 5GAL MODERATE 36"c.c. 447 FLOWER CARPET RED GROUNDCOVER ROSE - ROSA X'NOASCHNEE' 5GAL MODERATE 48"oc. 1,324 FLOWER CARPET WHITE GROUNDCOVER ROSE TRACHELOSPERMUM ASIATICUM IGAL MODERATE 36"c.c. 4,186 i STAR JASMINE TURF SYNTHETIC SOD MODERATE 1,061 SF ' SYNTHETICTURF REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION QTY DETAIL 4bF 6"X6" CONCRETE CURBING BARKIMULCH'. PLANTINGIBEDDING AREAS TO RECIEVE 3" LAYER OF BARK/MULCH a) STAMPED CONCRETE PER CITY OF BAKERSFIELD STANDARD L-12 SEE ATTACHED SHEET M-1 FOR ENGINEER MING AVE MEDIAN CROSS SECTION Fr,F rcJ roe: 10000 STOCKDALE HWY SUITE X300 BAKERSFIELD, CA 93511 (061)664-6521 LU y a. g J U TOT /Z V tT Z vi a N O n UCD� 0 � M J WI`W LL 0) Q cJ = cJ Y mU DRAWING TITLE: PLANTING PLAN 16. Knowwhafs below. Call before you dig. DATE: 3/19/2019 SCALE: 1"=20'-0" DRAWN BY: CA KR JOB NUMBER: SHEET: LP -4 TRACTS #7299, 7300 & 7302 - HIGHGATE LMD LIJ LU AVENUE (PUBLIC ___. LIJ LU W 10 rWA mmn=�=-- LIJ _i — _ _ - - s _ r Ni%/rai . y� '4 1 r�\YE_�_�..w�i'IREiIRRr3R'�Raif+Re#a��N r LL. 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BLANCHARD'TM 36"BOX MODERATE 52 SOUTHERN MAGNOLIA PISTACIA CHINENSIS'KEITH DAVEY' 24"BOX LOW 21 0 KEITH DAVEY CHINESE PISTACHE N PLAT�./ 36"BOX MODERATE 98 P ANE TREE LONDON PLANE TREE LOND I QUER 38"BOX LOW 32 O COAST LIVE COAST LIVE OAK QUERCUS AGRIFOLIA 48"BOX LOW 6 o COAST LIVE OAK QUERCUS AGRIFOLIA 84" BOX LOW 8 O COAST LIVE OAK MULTI -TRUNK ULMUS PARVIFOLIA'DRAKE' 38"BOX MODERATE 103 O DRAKE ELM SHRUBS BOTANICAL I COMMON NAME CONT ------ z QTY $ LIGUSTRUM JAPONICUM 5GAL LOW 1,358 JAPANESE PRIVET z 0 PHOTINIA X FRASERI 5GAL MODERATE 386 PHOT NIA S ROSA FLORIBUNDA'ICEBERG' 5GAL MODERATE 116 ® ICEBERG ROSE GROUND COVERS BOTANICAL I COMMON NAME CONT VVUCOLS SPACING QTV 0 0Oo ABELIA X GRANDIFLGRA'COMPACTA 1GAL MODERATE 36"o.c. 11,756 oo COMPACTABELIA o DRAWING TITLE: PLANTING PLAN 16. Know whaCs below. 0819 before you Gig. a . 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PORTULACA GRANDIFLORA 1GAL LOW 24"o.o, 185 PURSLANE I RHAPHIOLEPIS INDICA' JACK EVANS' 5GAL MODERATE 36"oc. 1,682 INDIAN HAWTHORN ROSAX'NOARE' 5GAL MODERATE 36 C, 467 FLOWER CARPET RED GROUNDCOVER ROSE _ - ROSAX'NOASCHNEE' 5GAL MODERATE 46"o.c. 1,324 - .- FLOWER CARPET WHITE GROUNDCOVER ROSE TRACHELOSPERMUMASIATICUM TOAL, 36"o.c. 4,188 i STAR JASMINE TURF SYNTHETIC SOD MODERATE 1,861 SF SYNTHETIC TURF REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION QTY DETAIL 1 6"X6" CONCRETE CURBING BARK/MULCH: PLANTINGIBEDDING AREAS TO RECIEVE 3" LAYER OF RARKNMULCH M STAMPED CONCRETE PER CITY OF BAKERSFIELD STANDARD L-12 10000 STOCKDALE HWV SUITE 0300 BAKERSFIELD, CA 93311 (681)664-6521 m LU VJ CD Q O " 2 U g WM SW J L` rn L (� WU m U as a `a r 5 B z 5 $ z 0 S W DRAWING TITLE: PLANTING PLAN 16. Know whaCs below. 0819 before you Gig. a . ARC1419 2019 # APRIL 302919 DATE: 3/1912019 SCALE: 1"=20'-0" DRAWNSI CAKR JOB NUMBER: SHEET: LP -5 SHEET22OF 37 TRACTS 07299, 7300 }& 7$02,, HIG'H%GAyTEyLMD F9 LJ yii. N IJ. J I— W W W W se W L_ r 11, t" (.11r1 Idl'II';r!ill"11;rYL 11r"I;JhT:I',1,7111�)1111,1.'iL;1`dY;l1'I"E/"1�r'11,11.'II�K''N11V'1.111;V1'11�1'��;1'11;1.111;r'1 W 101 MT S. q PLANT SCHEDULE PHASE 2 TREES BOTANICAL I COMMON NAME CONT CAL QTY o 'RE M'RED SUNSET' 38"BOX MODERATE 34 WSo2 W REDACER REDSUNSETMAPLE SUNSET J LL 0) LU JUN PERILS CHINENSIS'TORULOSA' HOLLYWOOD JUNIPER 15GAL LOW m 40 QNLU Z LAGERSTROEMIA INDICA'LAVENDER 36"BOX LOW 4 63 CRAPE MYRTLE MULTI -TRUNK LAURUS NOBILIS'SARATOGA' 24"BOX LOW 46 uu ve SWEET BAY MAGNOLIA GRANDIFLORA'D.D. BLANCHARU'TM 35"BOX MODERATE 52 SOUTHERN MAGNOLIA PISTACIA CHINENSIS'KEITH DAVEV' 24"BOX LOW 21 KEITH DAVEY CHINESE PISTACHE N RIEOLIA 38"BOX MODERATE 98 LONDON PLANE LONDON PLANE TREE QUERCUS AGRIFOLIA 36"BOX LOW 32 O COAST LIVE OAK 4 QUERCUS AGRIFOLIA 48"BOX LOW 6 O COAST LIVE OAK QUERCUS AGRIFOLLA 84 BOX LOW 8 COAST LIVE OAK MULTITRUNK ULMUS PARVIFOLIA'DRAKE' 36 -BOX MODERATE 103 o DRAKE ELM SHRUBS BOTANICAL/COMMON NAME CONT WUCOLS QTY LIGUSTRUM JAPONICUM 5GAL LOW 1,358 0 JAPANESE PRIVET PHOTINIA XFRASERI 5GAL MODERATE 386 Q PHOT= 0 ROSA FLORIBUNDA'ICESERG' 5GAL MODERATE j T16 ® ICEBERG ROSE GROUND COVERS BOTANICAL/COMMON NAME CONT MCOLS (SPACING OTY ABELIAXGRANDIFLORA'COMPACTA' 1GAL MODERATE i36"o.c. 1,756 _ o o COMPAOTABELIA s� 0 o DIETES IRIDIOIDES 1GAL LOW 18"oc. (3,102 FORTN IGHT LILY HEMEROCALLIS X'EVERGREEN YELLOW I1GAL MODERATE 24"o.c. DAYLILY i (2,614 LIGUSTRUM TEXANUM 5GAL LOW 18"oc. 5,773 TEXAS PRIVET " MUHLENBERGIA CAPILLARIS' LENCA' 5GAL LOW 48"o. c. 142 REGAL MIST PINK MUHLY rc PORTULAGA GRANDIFLORA 1GAL LOW 24"o.c. 185 PURSLANE RHAPHIOLEPIS INDICA JACK EVANS' 5 GAL MODERATE W' o c. 1.682 INDIAN HAWTHORN ROSAX'NOARE' 5GAL MODERATE 38"o.c. 447 FLOWER CARPET RED GROUNDCOVER ROSE _ - ROSA X'NOASCHNEE' 56AL MODERATE 48"0.c 1,324 FLOWER CARPET WHITE GROUNDCOVER ROSE TRACHELOSPERMUMASIATICUM 1GAL MODERATE 36o.c. 4,188 i STARJASMINE w TURF SYNTHETIC SOD MODERATE 1,861 SF W W SYNTHETIC TURF Frepareu for, INDO STOCOALE HNN SUITE #360 BAKERSFIELD, CA 93311 (661)864-6521 YBI Q o Q- V060 WSo2 W J LL 0) LU #CD Q m QNLU Z YBI DRAWING TITLE: PLANTING PLAN Uhars- Kw. Cell before you dig. M2 ft 1V 2019 DATE: 3/19/2019 SCALE: 1"=20'-0" DRAWNBY: CAKR JOB NUMBER: SEE SHEET LP -13 FOR PLANTING NOTES/SCHEDULE SHEET: SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS 11 LP -6 SHEET 230E 37 125D i O �' 0 4 4 � s 0 w s� rc DRAWING TITLE: PLANTING PLAN Uhars- Kw. Cell before you dig. M2 ft 1V 2019 DATE: 3/19/2019 SCALE: 1"=20'-0" DRAWNBY: CAKR JOB NUMBER: SEE SHEET LP -13 FOR PLANTING NOTES/SCHEDULE SHEET: SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS 11 LP -6 SHEET 230E 37 125D i O �' N.T.S. t o PLANT SCHEDULE PHASE 2 TREES BOTANICAL /COMMON NAME CONT CAL OR QTY f - U o 0 ACER RUBRUM'RED SUNSET' 36 -BOX MODERATE LCL 34 U) 0) RED SUNSET MAPLE Lam_ I►W. Y c� �C m v JUNIPERUS CHINENSIS'TORULOSA HOLLYWOOD JUNIPER 15 GAL LOW 40 LAGERSTROEMIA INDICA'LAVENDER' 36"BOX LOW 63 CRAPE MYRTLE MULTI.TRUNK LAURUS NOBILIS'SARATOGA, 24'BOX LOW 46 SWEET BAY I MAGNOLIA GRANDIFLORA' D.D. BIANCHARD' TM 36"BOX MODERATE 52 SOUTHERN MAGNOLIA PISTACIA CHINENSIS'KEITH DAVEY' 24"BOX LOW 21 KEITH DAVEY CHINESE PISTACHE PLOND N RIES 36"BOX MODERATE 98 P ANE LONDON PLANE TREE I QUERCUS AGRIFOLIA 361BOX LOW 32 O COAST LIVE OAK ( QUERCUSAGRIFOLIA 14WBOX LOW 6 O COAST LIVE OAK QUERCUS AGRIFOLIA m" Box LOW 8 (D COAST LIVE OAK MULTI -TRUNK ULMUS PARVn`OLIA' DRAKE' 361BOX MODERATE 103 o DRAKE ELM I SHRUBS BOTANICAL I COMMON NAME CONT WUCOLS QTY LIGUSTRUM JAPONICUM 5GAL LOW 1,358 JAPANESE PRIVET PHOTINIA X FRASERI 5GAL MODERATE 386 PHOTINIA ROSA FLORIBUNDA'ICEBERG' MODERATE 116 ® ICEBERG ROSE (5GAL j GROUND COVERS BOTANICAL I COMMON NAME CONT MNCOLS SPACING QTY 0 0 0 0 0 ABELIA X GRANDIFLORA'COMPACTA' 1GAL MODERATE 36"oc. 1,756 0 0 0 COMPACTABELIA I 000 0 0 o DIETES IRIOIOIDES GAL LOW 18"o.C. 3,102 FORTNIGHT LILY (1 HEMEROCALLIS X'EVERGREEN YELLOW 1GAL MODERATE 24°0.0. 2,614 DAYLILY LIGUSTRUM TEXANUM 5 GAL LOW 18"0.0. 5773 TEXAS PRIVET 3 MUHLENBERGIA CAPILLARIS'LENCA' 5 GAL LOW 48" 0 . 142 REGAL MIST PINK MUHLY PORTULAGA GRANDIFLORA 1GAL LOW 24"o.c. 785 PURSLANE RHAPHIOLEPIS INDICA'JACK EVANS' 5GAL MODERATE 36'o r. 1,682 INDIAN HAWTHORN ROSAX'NOARE' 5GAL MODERATE 30"oc. 447 FLOWER CARPET RED GROUNDCOVER ROSE - ROSA X'NOASCHNEE' 5GAL MODERATE 48"o.c. 1,324 ' FLOWER CARPET WHITE GROUNDCOVER ROSE TRACHELOSPERMUM ASIATICUM 1 GAL MODERATE 36" o.c. 4,188 i STAR JASMINE -" TURF SYNTHETIC 60D MODERATE 1,861 SF ` SYNTHETIC TURF PreparedI— me // � r //I 10000 STOCKDALE H WY SUITE Ki00 BAKERSFIELD, CA 93311 i56116m 6621 t W 04 OR f - U o 0 D oM� LCL J U) 0) Lam_ I►W. Y c� �C m v Z j s � 3 S $ S 8 7 w i d O DRAWING TITLE: PLANTING PLAN r� O s Know where below. Call before you dig. DATE: 3/19/2019 SCALE: 1"=20'-0" DRAWN BY: CA KR JOB NUMBER: SEE SHEET LP -13 FOR PLANTING NOTES/SCHEDULE SHEET: SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS LP -7 SHEET 240E 37 TRACTS 07299, 7300 & 7302 - HIGHGATE LMD 7?U7 1J?%`r PLANT SCHEDULE PHASE 2 TREESy\(y��J,G BOTANICAL/COMMON NAME CONT CAL QTY `Y.3' ACER RUBRUM'ftED SUNSET' 36"BOX MODERATE 34 RED SUNSET MAPLE JUNIPERUS OHINENSIS'TORULOSA15GAL LOW 40 HOLLYWOOD JUNIPER LAGERSTROEMIA INDICA' LAVENDER' 361BOX LOW 63 CRAPE MYRTLE MULTI -TRUNK SAURUS NOBILIS'SARATOGA'. 24130X LOW 46 SWEET BAY MAGNOLIA GRANDIFLORA'DD, BLANCHARD' TM 36"BOX MODERATE 52 SOUTHERN MAGNOLIA PISTACIA CHINENSIS' KEITH DAVEY' 24"BOX LOW 21 KEITH DAVEY CHINESE PISTACHE N ANE RIFOLIA 361BOX MODERATE 98 LONDON PS X ACEREE O QUERCUSAGRIFOLIA 36"BOX LOW 32 COAST LIVE OAK O QUERCUSAGRIFOLIA 48"BOX LOW 6 COAST LIVE OAK O QUERCUSAGRIFOLIA 84 BOX LOW 8 COAST LIVE OAK MULTI -TRUNK O ULMUS PARVIFOLIA'DRAKE' 361BOX MODERATE 103 DRAKE ELM SHRUBS BOTANICAL I COMMON NAME CONT WUCOLS QTY LIGUSTRUM JAPONICUM 5GAL LOW 1,358 0 JAPANESE PRIVET PHOTINIA X FRASERI 5GAL MODERATE 386 PHOTINIA ROSA FLORIBUNDA'ICEBERG' 5GAL MODERATE 116 ICEBERG ROSE GROUND COVERS BOTANICAL/COMMON NAME CONT WUCOLS SPACING QTY ABELIA X GRANOIFLORA'COMPACTA' 1 GAL MODERATE 36" o.c. 1756 COMPACTABELIA 0 0 000000 DIETES IRIDIOIDES 1 GAL LOW 16" OF. 3,102 FORTNIGHT LILY HEMEROCALLIS X' EVERGREEN YELLOW 1GAL MODERATE 24"o. c. 2,614 DAYLILY LIGUSTRUM TEXANUM 5GAL LOW 18"c.c. 5773 TEXAS PRIVET MUHLENBERGIA CAPILLARIS'LENCA' 5GAL LOW 48"o.c, 142 REGAL MIST PINK MUHLV PORTULACA GRANDIFLORA 1GAL LOW 24"o.c. 185 PURSLANE RHAPHIOLEPIS INDICA'JACK EVANS' 5GAL MODERATE 36'o.c, 1,682 INDIAN HAWTHORN ROSA X'NOARE' 5GAL MODERATE 36"o.c. 447 FLOWER CARPET RED GROUNDCOVER ROSE ROSA X'NOASCHNEE' 5GAL MODERATE 48"o. c, 1,324 FLOWER CARPET WHITE GROUNDCOVER ROSE TRACHELOSPERMUMASIATICUM 1GAL MODERATE 36"o.c. 4,188 i STAR JASMINE TURF SYNTHETIC SOD MODERATE 1.861 SF SYNTHETIC TURF uINIH o � � 4 � B ff q€q 2 S O S w rc DRAWING TITLE: PLANTING PLAN lu. Knowwhafs below. Call beton you dig. a y * M,��-619 APRM 30, 2019 1� OF �CALIF�&� DATE: 3/19/2049 SCALE: 1"=20' O" DRAWN BY: CA KR JOB NUMBER: SHEET: LP -8 SHEET 25OF 37 TRACTS #(7299, 7300 & 7302 - HIGHGATE LMD .. W TREES Z_ CONT J � QTY ,'---. U 36"BOX LOW 0o 2 7 Lo CRAPE MYRTLE MULTI -TRUNK LL 0)Q W ow- IAM 36 �w_ my i Z "- O� 36"BOX MODERATE w- �W LONDON PLANE TREE J Pu >s Ta LL w zo Z < Uw Lu <u) MINGAVENUE (PUBLIC STREET) �rT� EXISTING LANDSCAPE W o Z J m UW aW cn ■ & mmmmmmmSm-mmmmmm===m=comma=m=mmmmmm==mw==(W46CrSTi6W)comm=m===mmmmm=mmmm==m==w=m==m=mmIm bO Z J JW = m F -w 2� m am m 1 SEE SHEET LP -13 FOR PLANTING NOTES/SCHEDULE SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS MATCHLINE 'U' SEE SHEET LP -11 REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION QTY DETAIL ED 6'X0" CONCRETE CURBING BARKIMULCH', PLANTING/BEDDING AREAS TO RECIEVE T LAVER OF 1— BARKIMULCH STAMPED CONCRETE PER CITY OF BAKERSFIELD STANDARD L-12 O L.L r 1 W J Z (— rW i Z U �w U) f H z Z PLANT SCHEDULE PHASE 1 TREES BOTANICAL NAME CONT WATER N QTY ,'---. LAGERSTROEMIA INDICA'LAVENDER' 36"BOX LOW 0o 2 26 LU P - W CRAPE MYRTLE MULTI -TRUNK LL 0)Q W IAM 36 Q my i Z "- PLATANUSXACERIFOLIA 36"BOX MODERATE 25 LONDON PLANE TREE Pu >s - QUERCUSAGRIFOLIA 36"BOX LOW 21 COAST LIVE OAK as ,a SHRUBS BOTANICAL NAME CONT WUCOLS QTY PHOTINIA X FRASERI 5 GAL MODERATE 457 PHOTINIA ROSA FLORIBUNDA ACEBERG' 5 GAL MODERATE 194 . R l ICEBERG ROSE GROUNDCOVERS BOTANICAL NAME CONT WUCOLS SPACING QTY 'a BUXUS MICROPHYLLA'FAULKNER' 5 GAL MODERATE 18" o.c. 50 FAULKNER BOXWOOD F . - {; HEMEROCALLIS XEVERGREEN YELLOW 1GAL MODERATE 24" o.c. 42 1 n hf DAYLILY 1 LIGUSTRUM TEXANUM 15 GAL LOW 18" o.c. 1,474 . TEXAS PRIVET PORTULACA GRANDIFLORAL LOW 24" o.c. 49 �` ' + PURSLANE ROSA X -NOASCHNEE' 5 GAL MODERATE 48" o.c. 40 FLOWER CARPET WHITE GROUNDCOVER ROSE i TRACHELOSPERMUM ASIATICUM 1 GAL MODERATE 36" o.c. 3,188 STAR JASMINE r f 10000 STOCKDALE Hm SUITE #360 BAKERSFIELD, CA 93311 (661)664-6521 ; r/ui co N Z M Q n V 06 0o 2 LU P - W LL 0)Q W w^_ Q my Z 2 MA DRAWING TITLE: IRRIGATION PLAN }Y f �N ({d;f:p MFS `3ci;alV. DATE: 3/19/2019 SCALE: 1"=20'-0" DRAWN BY: CA Kft 'JOB NUMBER: SHEET: LP -9 1 -11 TRACTS #7299, 7300 & 7302 HIGHGATgE LMO Ri z a2 z N IS DRAWING TITLE: IRRIGATION PLAN }Y f �N ({d;f:p MFS `3ci;alV. DATE: 3/19/2019 SCALE: 1"=20'-0" DRAWN BY: CA Kft 'JOB NUMBER: SHEET: LP -9 1 -11 TRACTS #7299, 7300 & 7302 HIGHGATgE LMO Ri MING AVENUE y 10000 STOCKDALE IiV SUITE XWO BAKERSFIELD, CA 93311 (661)664-6521 W ZQ n ps Q. UO2 Q m Wnw LL. cl) p CN s` s x } ,. z `'- ✓ r 1, , r 3l y:. 0 3 2 3 4 s x.r a.'*�'fi1::x 5 t✓t=a✓�,'S*�,' 9F^1y¢ .8, h .'�' ?. b x"z.:<.. a ,. 1''::+... Y 7k 1 mU� MING AVENUE (PUBLIC STREET) (PUBLIC STREET) m -r e W 0 U- 0 J F m Z SEE SHEET LP -13 FOR PLANTING NOTES/SCHEDULE SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION QTY DETAIL ED 6" X F CONCRETE CURBING 4A,.4 BARIUMULCH'. PLANTINGIBEDDING AREAS TO RECIEVE 3" LAYER OF BARK/MULCH STAMPED CONCRETE PER CITY OF BAKERSFIELD STANDARD L-12 PLANT SCHEDULE PHASE 1 TREES BOTANICAL NAME CONT WATER QTY ----- LAGERSTROEMIA INDICA'LAVENDER' 36"BOX LOW 26 CRAPE MYRTLE MULTI -TRUNK ,x!uu 36..a I i PLATANUS X ACERIFOLIA 36"BOX MODERATE 25 LONDON PLANE TREE QUERCUSAGRIFOLIA 38"8OX LOW 21 COAST LIVE OAK SHRUBS BOTANICAL NAME CONT WUCOLS QTY PHOTINIA X FRASERI 5GAL MODERATE 457 PHOTINIA ' ROSA FLORIBUNDA'ICEBERG' 5 GAL MODERATE 194 ICEBERG ROSE GROUND COVERS BOTANICAL NAME CONT WUCOLS SPACING QTY BUXUS MICROPHYLLA'FAULKNER' 5 GAL MODERATE 18"D.C. 50 FAULKNER BOXWOOD 1 J-1 r HEMEROCALLIS X'EVERGREEN YELLOW t GAL MODERATE 24" o.c. 42 I - . { 4 " DAYLILY LIGUSTRUM TEXANUM 5 GAL LOW 18" o.c. 1,474 TEXAS PRIVET PORTULACA GRANDIFLORA i GAL LOW 24" o.c. 49 -' PURSLANE 1, ROSA X'NOASCHNEE' 15 GAL MODERATE 48" o.c. 40 FLOWER CARPET WHITE GROUNDCOVER ROSE I 1 t TRACHELOSPERMUM ASIATICUM 1GAL (MODERATE 38"o.c. 3.189 -. STAR JASMINE HI 11111 H I gel: DRAWING TITLE: IRRIGATION PLAN `J wneK-,vhx^ ib�404A iK. % 'I 1Cf0!¢'gsa Sig. DATE: 3/19/2019 SCALE: 1"=20'4" DRAWN BY: CAM JOB NUMBER: (� - SHEET:a LP -10 OF TRACTS #299. 7360 R 7302 I DRAWING TITLE: IRRIGATION PLAN `J wneK-,vhx^ ib�404A iK. % 'I 1Cf0!¢'gsa Sig. DATE: 3/19/2019 SCALE: 1"=20'4" DRAWN BY: CAM JOB NUMBER: (� - SHEET:a LP -10 OF TRACTS #299. 7360 R 7302 Lli Z W Ilt LU Q U r^ U_ V no no Z a W_ PLANT SCHEDULE PHASE 1 TREES BOTANICAL NAME CONT WATER iOTY ---- LAGERSTROEMIA INDICA'LAVENDER' 36"BOX LOW oM� 126 � CRAPE MYRTLE MULTI -TRUNK LL m cli W wnx Imo. i UM 38 Y Q mU - PLATANUS X ACERIFOLIA 36'BOX MODERATE 25 LONDON PLANE TREE g s s au as QUERCUSAGRIFOLIA 36"BOX LOW 21 !� COAST LIVE OAK sa - SHRUBS BOTANICAL NAME CONT WUCOLS QTY PHOTINIA X FRASERI 5 GAL MODERATE 457 PHOTINIA 6 ROSA FLORIBUNDA'ICEBERG' 5GAL MODERATE 194 R ICEBERG ROSE B GROUND COVERS BOTANICAL NAME CONT WUCOLS SPACING QTY `.: BUXUS MICROPHYLLA'FAULKNER' 5GAL MODERATE 16"o.c. 50 9'' FAULKNER BOXWOOD +; HEMEROCALLIS X'EVERGREEN YELLOW 1 GAL MODERATE 24" o.c. 42 11 11 I DAYLILY I z F LIGUSTRUM TEXANUM 5 GAL LOW 18"o.C. 1,474 TEXAS PRIVET ISIS 1z" PORTULACA GRANDIFLORA 1 GAL LOW 24"o.c. 49 PURSLANE ROSA X'NOASCHNEE' 5GAL MODERATE 48"o.c. 40 1 ;t. aa, slita'.'9 ce6ivv- FLOWER CARPET WHITE GROUNDCOVER ROSE 1,�S10SC a a � *.. MAACII 19 2019 # AMIL 30,2019 14 DATE: 3/1912019 SCALE: V=20'-0" TRACHELOSPERMUM ASIATICUM 1 GAL MODERATE 36" c.c. 3,188 STAR JASMINE preparcd fon p �l 10000 STOCKDALE HIM SUITE 9300 B.AKERSFIELD, CA 93311 SGU664-5521 TRACTS #7299,7300 &7302 -HIGHGATE 7-7 W Q � 2 Q_ moo O oM� g WSW J LL m cli W wnx Imo. Y� Q mU TRACTS #7299,7300 &7302 -HIGHGATE 7-7 r g s s 6 B w z O ISIS c DRAWING TITLE: IRRIGATION PLAN F r ;t. aa, slita'.'9 ce6ivv- 1,�S10SC a a � *.. MAACII 19 2019 # AMIL 30,2019 14 DATE: 3/1912019 SCALE: V=20'-0" 'DRAWN BY: CA" JO '� UMBER: SH SHEET280F 37' TRACTS #7299,7300 &7302 -HIGHGATE 7-7 SEE SHEET LP -13 FOR PLANTING NOTES SEE SHEET IPD-3 FOR PLANTING DETAILS SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS PLANT SCHEDULE PHASE 1 TREES BOTANICAL NAME CONT WATER iQTY - - - LAGERSTROEMIA INDICA'LAVENDER' 38"BOX LOW �roig 126 �- �`. CRAPE MYRTLE MULTI -TRUNK LL -m Q W l M 36 I. Y * cD Q m L) � -'--""` PLATANUS X ACERIFOLIA 36"BOX MODERATE 25 LONDON PLANE TREE PIA 36 s I QUERCUSAGRIFOLIA 36"BOX LOW 21 1 COAST LIVE OAK aw Je , SHRUBS BOTANICAL NAME CONT WUCOLS QTY _ PHOTINIA X FRASERI 5 GAL MODERATE k 457 PHOTINIA ROSA FLORIBUNDA'ICEBERG' 5 GAL MODERATE 194 " R ICEBERG ROSE GROUNDCOVERS BOTANICAL NAME CONT WUCOLS SPACING QTY BUXUS MICROPHYLLA'FAULKNER' 5 GAL MODERATE 18" o.c. 50 -`' '-, FAULKNER BOXWOOD gtl HEMEROCALLIS X'EVERGREEN YELLOW` 1 GAL MODERATE 24"O.C. 42 .�';i: "DAYLILY L(GUSTRUM TEXANUM S GAL LOW 78" ac. 1,474 TEXAS PRIVET I r., 1 PORTULACA GRANDIFLORA 1 GAL LOW 24"o.c. 49 1 PURSLANE L KarucnfiS". = @2Ci^Jtr,'. iAS31 §e:arr: a'cu c'vlg. ypNDSCgp M. I I 01119 2019 "R(L 30, 2019 0P C91�F��� ROSA X'NOASCHNEE' 5GAL DRAWN BY: CA KR 48"c.c. 40 SHEET 29OF 37 FLOWER CARPET WHITE GROUNDCOVER ROSE (MODERATE - TRACHELOSPERMUM ASIATICUM 1 GAL MODERATE 36" o.c. 3,188 . STAR JASMINE /C p�reppared for: C.!/.rltllCf t5'.r /Al/X, 10000 STOCKDALE Hm SUITE P300 BAKERSFIELD, CA 93311 (661)664-6521 TRACTS #72% 7300 $ TSF, tl GNGATE LMD Lu Q o CL moo � �roig J P - w J LL -m Q W LU ` S I. Y * cD Q m L) � TRACTS #72% 7300 $ TSF, tl GNGATE LMD u wm o S � s I a$ � k 4 �a gtl 2 Q rc DRAWING TITLE: IRRIGATION PLAN L KarucnfiS". = @2Ci^Jtr,'. iAS31 §e:arr: a'cu c'vlg. ypNDSCgp M. a 01119 2019 "R(L 30, 2019 0P C91�F��� DATE: 3/19/2019 SCALE: 1"=20'4' DRAWN BY: CA KR JOB NUMBER: n SHEET: LP -12 SHEET 29OF 37 TRACTS #72% 7300 $ TSF, tl GNGATE LMD 4Li �a.,�,,.„,a„nm B A K E R S F I E L D DEPARTMENT OF RECREATION & FARES PLANNING AND INSPECTION DIVISION SYNTHETIC TURF. The synthetic turf shall be "Pride Fescue" by American Turf Products or approved equal conforming to specifications below. Synthetic Construction: The synthetic turf may either be tufted or knitted. Tufted systems shall have a minimum tuft bind of 6.8 pounds. Fiber: Fibers maybe textured and/or non -textured polypropylene, polyester, Polyethylene- nylon or other suitable performing hybrid. Fibers shall be monofilament only. Backina Svstem: A dual primary backing system with a minimum weight of 7 oz. per square yard is required. A coating of polyurethane, latex other coatings or fabrics in various weight and thickness Configurations (second Ery backing) shall be applied in order to meet a minimum ttt8 bind of 6.8 pounds. Yarn Face Weight and Pile Height: The pile height shall be t.75" with a density between t/4" and 1/2" for a minimum total yarn weight of 60oz. per square yard. Thatching: The Synthetic Turf System shall have a thatch lay similar to that of natural turf. APP Y b synthetic Appearance: Unless otherwise dictated b design, the turf should have a consistent color, texture and shade without significantly noticeable streaks or other irregularities when observed in any direction. Color: The main fibers shall alternate between two similar shades of green. Thatching fibers shall be a mixture of green and brown. Brown fibers shall not make up more than 20% of the thatching. Color scheme shall be approved by the engineer. INFILL MATERIAL. Infill material shall be 30 mesh washed sand. SYNTHETIC TURF SYSTEM PERMEABILITY. The Synthetic Turf System. shall be permeable to rainfall and nuisance water. The vertical drainage rate for the system shall be a minimum of 20" per hour. INSTALLATION. The Synthetic Turf System shall be installed per the approved drawings, specifications, and for as directed by the Recreation and Parks Director. See Detail A-5. BASE MATERIAL. Base material shall consist of rook dust and must be clean and free from decomposed material, organic material, and other deleterious substances. Aggregate Grading The base material must comply with the grading requirements for the sieve sizes shown in the following table: Sieve Sizes Percentage Passing 3/8" 100 No.4 90-100 No. 8 65-90 No. 16 40-70 No. 30 25-50 No. 50 20-30 No, 100 15-20 No. 200 5-15 City of Bakersfield - Department of Recreation & Parks 1600 Truxtun.Avenue, 3etl Floor Bakasfie(d California 93301 (661) 316-3151 Fax (661) 852-2140 A•Mrl&m) NEWT PAR= (AIMS OW CW ARUWS AAD CCNEECTDeS) A-12rJ60) WDY PAPoWW �A E c=10 FTI WH J--] D=5 r C C4.89 m/kn/A (aft) VEsWr 95iANX S-CRIM .SPEED (80 PERMNINE) W R NOT 001ME DE9(W SPEED ON W SLWT. (MI IMK AS% KS AN EYE AT JM..0Sm) WOr 10"V AT AN OACCr Ar 40rt2bRJ NEMMri7 AM L ROM QWM CO/TN AT AN ONCONNOUE0 T -NOSE Mkt 2 MT IN NVAW ENIS PER SEC 770&175 IF _ THE IRAW7PAL CODE Wri®A) R/W 25 WH (M kn/h) 76(t3fri) R/W 55 AM (Sb kn/Tr) 90r27m) R/IY 65 NPH (to kn/h) 110rJJm) R/W 65 NPH 045 k%/A) FLOW VNF �_4 Jra-%) I NO CRSIRE100 TO A107 W W Ml2E ORWR WW N UaSS Cor ?ATE far we WN fLO1NM4' N IRS AREA. r -Hann; I i B A K E R S F I E L D DEPARTMENT OF RECREATION & PARKS _ PLANNING AND INSPECTION DIVISION SUB -GRADE EXCAVATION AND PREPARATION. The sub -grade shall be excavated in accordance with the following specifications. Prior to placement of the base materials, the sub -grade shall be excavated and shaped to the dimensions shown on the plans to obtain a firm even surface. Depressed areas shall be filled and Unsuitable materials removed and replaced with clean fill. Compaction shall be performed to achieve a minimum of 90% relative compaction. The tolerances for the finished sub -grade shall not exceed 112" as measured by a IDR straight edge. Proper grading of the sub -grade shall minimize ponding to the extent practical. BASE INSTALLATION. Installation of the base material shall provide a close, evenly textured surface meeting the manu£acturet's recommendations the and following. specifications. Extreme care shall be taken to ensure there is n disturbance to the sub- de. An. disturbed displaced, and/or 0 a gra Y P damaged material is to be replaced at the Contractor's expense. The base material shall be placed in manner so as to produce a uniform and evenly graded surface to the dimensions shown on the plans. Care shall be taken to avoid over working the material and to ovoid the creation of air pockets. Any air created pockets must be removed. The base material shall be thoroughly compacted to 9094o relative compaction to prevent any significant differential settlement across the area of synthetic turf surfacing. The tolerances for the finished base shall not exceed 1/4" in any direction when measured beneath at 10ft long straight Edge. Any depressions created during the compaction process sluall be filled with acceptable material and re - compacted. eELCA N1JACENT EDOC OOMWTr0 MR REurvE COMPACTION ° ?N ".� EAST. nomN CURB 77 I NAILV enIOF [P' NAILEOOEs TEP IOPo^Ex'Sr. NMNrACTURERS MANUEACTTITM `POADSUPFAOE PECOMMENDATONS "COMMENDATIONS - " NOTE. PPEPAPEANDINSTAULPEP vAWN AT.IPEB RECOMMENnMONE •. SECTION DETAIL - SYNTHETIC TURF SYSTEM,, SOALE:-b"L'-rb' City of Bakersfield DepartmentofRecreation&Parks 1600 TmxNn.Avenue, 3'^ Floor Bakersfield California, 93301 (661)326-3151 F.(661)852-2140 1 MA74 E NES AM BE OY A NALNAI FRON 7W WJV PONT 07 rff PLACED WW 9wr LAT CUSS LAE NEW Por TREES W ,IRWANS NRW .Sw7 LAE WWW AREA SIM BE SPACED AT CR TWE' u RTAN 50r15m) 0?r£R "r YALWALS MAIL K RES1RKLM M LOW DeOWRY SWfW.( [FOm WWR W Ime TEES AAV 'W#W 96PT •.1Yf(1),� m# MAX LAT AM) WEE$ 014? SMVALKS MERWr) WALL CDW7/PN TO RE DEW SRNT LAE SEIM MT LAV AW "PW 7r2.Nn) Lar JrAkn) MAX' i0r4X4N SIM cD1Am TO SECTAw (7.0&775 LY R4' LIUMPAL XZ. IW LT fMMfB }� 1 r-t:arrs •D109M V ROKK FleSam STANDARD 7n: D9,fL'R LE. fEN[ES NAllSAA TYPICAL SIGHT LINE •Ram Or REQUIREMENTS FOR 24 — LANDSCAPING 'c"''t ars xaamm seer m CITY OF BAKERSFIELD CALIFORNIA T-12 _. _ On uIWT4 WAIJC aVt.1(S nnuemen 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, 800458-7668 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 18"x20' ROLLS, BY BIO -BARRIER, 800382-8467 OR APPROVED EQUAL. E. MULCH: 3" LAYER SHREDDED WALK- ON 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 SPECIES/CULTIVAR(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 i 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 G" 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 W DEEP SHREDDED WALK-ON BARK MULCH IN SHRUB BEDS. 11. TREES AND SHRUBS WITHIN SIGHT LINE AND TREES OVER SIDE WALKS SHALL CONFORM TO THE DETAILS SHOWN ON T-12 (SEE ATTACHED). SIGHT LINE AND VIEWPOINT LOCATION SHALL CONFORM TO SECTION 17.08. 176 OF THE MUNICIPAL CODE. 12. SIGHT DISTANCE REQUIRED (SEE SHEET T-11). PLANT SCHEDULE PHASE 2 TREESp(\._{'p/�5 BOTANICAL /COMMON NAME . CONT CAL QTACEV - • M'RED SUNSET' 38"BOX MODERATE 0 34 n LLI REE SUNSET MAPLE RED SUNSET LL On 0)ajLO X CN W Lu Q CO JUNIPERUS CHINENSIS'TORULOSA' HOLLYWOOD JUNIPER 15 GAL LOW 40 LAGERSTROEMIA INDICA'LAVENDER' Wang LOW 63 CRAPE MYRTLE MULTI -TRUNK LAURUS NOeILIS'SARATOGA' 24"BOX LOW 46 uu eAs SWEET BAY MAGNOLIA GRANDIFLORA'D0. SLANCHARD' TM WBOX MODERATE 52 • SOUTHERN MAGNOLIA CHINENSIS'KEITH OAVEY' 28"1ROX LOW 21 OPISTACIA KEITH DAVEY CHINESE PISTACHE -W PLATANUS XACERIFOLIA BOX MODERATE - BB 1//t G V LONDON PLANE TREE QUERCUSAGRIFOLIA 36"BOX LOW 32 O COAST LIVE OAK QUERCUS AGRIFOLIA 48"BOX LOW 8 O COAST LIVE OAK QUERCUSAGRIFOLIA 84"BOX LOW 8 O COAST LIVE OAK MULTI -TRUNK ULMUS PARVIFOLA'DRAKE' 38"BOX MODERATE 103 O ORAKE ELM SHRUBS BOTANICAL I COMMON NAME CONT WUCOLS CITY LIGUSTRUM JAPONICUM 5GAL LOW 1,358 JAPANESE PRIVET PHOTINIA X FRASER$ 5GAL MODERATE 388 PHOTINIA ROSH FLORIBUNDA'ICEBERG' 5GAL MODERATE 116 ® ICEBERG ROSE GROUND COVERS BOTANICAL I COMMON NAME CONT WUCOLS SPACING OTY oo$ ABELIA X GRANDIFLORA'COMPACTA' IGAL MODERATE W'o.c, 1,756 0 COMPACT ABELIA 0 DIETES IRI NOIDES 1 GAL LOW 1W... 3,102 FORTNIGHT LILY HEMEROCALLIS X'EVERGREEN YELLOW 1GAL MODERATE 24"o.c. 2,614 OAYLILY LIGUSTRUM TEXANUM 5GAL LOW 18"O.c. 5,773 TEXAS PRIVET ` MUHLENBERGIA CAPILLARIS'LENCA' 5GAL LOW 48" Be, 142 REGAL MIST PINK MUHLY JAUK tvPNS IJbNI IMVUt WVt Jti"O.L. htibG eT1N CARPET RED GROUNDCOVER ROSE CARPET WHITE GROUNDCOVER ROSE 1,324 o.c. 14,168 TURF SYNTHETIC 4 ` y SYNTHETIC TURF SOD MODERATE ( 11,661 BF SOIL AMENDMENT NOTES SOIL PREPARATION PER 1,000 S.F. 3 CU. YDS. NITROLIZED WOOD SHAVINGS OR EQUAL 15 LBS. 15-15-15 FERTILIZER ROTO -TILL TO DEPTH OF S" (FOR SLOPES 3:1 AND LESS) BACKFILL MIX 6 PARTS OF NATIVE ON-SITE SOIL 4 PARTS OF NITROLIZED SHAVINGS OR EQUAL 18 LBS. OF GRO-POWER PLUS PER CUBIC YARD OF MIX GROW -POWER PLANTING TABLETS ONE (1) per each 1 -GALLON PLANT TWO (2) per each 5 -GALLON PLANT THREE (3) per each 15 -GALLON PLANT FIVE (5) per each 24" -BOX PLANT FOR BID PURPOSES ONLY. PENDING SOILS TEST AND RECOMMENDATIONS. SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS prepared for, 10000 STOCKDALE HWr SUITE #300 BAKERSFIELD, CA 89311 (651) 6a4-6521 • • • SCALE: N/A co IC:C:Ci:'w'Cumu•:CCI LCS::CT:::7CC.:C.:C: - • ®�®® Uo0 o 0 JAUK tvPNS IJbNI IMVUt WVt Jti"O.L. htibG eT1N CARPET RED GROUNDCOVER ROSE CARPET WHITE GROUNDCOVER ROSE 1,324 o.c. 14,168 TURF SYNTHETIC 4 ` y SYNTHETIC TURF SOD MODERATE ( 11,661 BF SOIL AMENDMENT NOTES SOIL PREPARATION PER 1,000 S.F. 3 CU. YDS. NITROLIZED WOOD SHAVINGS OR EQUAL 15 LBS. 15-15-15 FERTILIZER ROTO -TILL TO DEPTH OF S" (FOR SLOPES 3:1 AND LESS) BACKFILL MIX 6 PARTS OF NATIVE ON-SITE SOIL 4 PARTS OF NITROLIZED SHAVINGS OR EQUAL 18 LBS. OF GRO-POWER PLUS PER CUBIC YARD OF MIX GROW -POWER PLANTING TABLETS ONE (1) per each 1 -GALLON PLANT TWO (2) per each 5 -GALLON PLANT THREE (3) per each 15 -GALLON PLANT FIVE (5) per each 24" -BOX PLANT FOR BID PURPOSES ONLY. PENDING SOILS TEST AND RECOMMENDATIONS. SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS prepared for, 10000 STOCKDALE HWr SUITE #300 BAKERSFIELD, CA 89311 (651) 6a4-6521 MN 11111111111 SCALE: N/A co Q o M Uo0 o 0 SHEET: n LLI J LL On 0)ajLO X CN W Lu Q CO V MN 11111111111 DRAWING TITLE: PLANTING NOTES QA. Kno all before ie you di Gell before you dig. DATE: 3/19/2019 SCALE: N/A DRAWN BY: CA KR JOB NUMBER: 111111111111 SHEET: LP -13 SHEET 300E 37 DRAWING TITLE: PLANTING NOTES QA. Kno all before ie you di Gell before you dig. DATE: 3/19/2019 SCALE: N/A DRAWN BY: CA KR JOB NUMBER: SHEET: LP -13 SHEET 300E 37 I ItA4:l J R/2Nll, (JUU 6 /:f V2 - MIUM[iA I t LM V i a;zo m' � '\ RNV yl1 99 , RNV w � K RAN r TRACT 7300 o. ca aTm0 ee � ' r gc FUTURE "m st 4 {{I CJI , cc '\ RNV yl1 I! d E f f{� I I I� r{ lji; i P STOPPING SIGHT DISTANCE SSDDa ON THE APPROACH & SIGHT DISTANCE TO CROSSWALK ON EXIT SCALE 1"=50' iAI TIM, _.:5 1. h STREAMING DISTANCE — — — — 02 -CIRCULATING STREAMING DISTANCE --- — LINE OF SIGHT — — RIGHT-OF-WAY (R/VV) r I� � l 'i II FUTURE ±) DEVELOPMENT 1�;f / r RIrW/�' r� j,�! f W W m HIGHGATE PARK BOULEVARD W cmaw ua Int w m w d_ HIGHGATE PARK BLVD. STOPPING SIGHT DISTANCE ON ROUNDABOUT SCALE 1"=20' C7 99 t' RNV w � K RAN TRACT 7300 o. ca aTm0 ee � ' gc FUTURE "m DEVELOPMENT , cc lu z: ZS2 y oI -r S WW u 111 iii cc 1 IN"o fli ROUNDABOUT EXHIBIT I, 3i I! d E f f{� I I I� r{ lji; i P STOPPING SIGHT DISTANCE SSDDa ON THE APPROACH & SIGHT DISTANCE TO CROSSWALK ON EXIT SCALE 1"=50' iAI TIM, _.:5 1. h STREAMING DISTANCE — — — — 02 -CIRCULATING STREAMING DISTANCE --- — LINE OF SIGHT — — RIGHT-OF-WAY (R/VV) r I� � l 'i II FUTURE ±) DEVELOPMENT 1�;f / r RIrW/�' r� j,�! f W W m HIGHGATE PARK BOULEVARD W cmaw ua Int w m w d_ HIGHGATE PARK BLVD. STOPPING SIGHT DISTANCE ON ROUNDABOUT SCALE 1"=20' C7 ILP -14 CIT'( RECORDS NO: LSHLET 31 OF 37 7 JC - 99 �j 0 w � K 6 o. ca aTm0 ee � ' gc "m ILP -14 CIT'( RECORDS NO: LSHLET 31 OF 37 7 JC - 99 �j K 6 o. gc "m Ob cc lu z: ZS2 y -r cc ROUNDABOUT EXHIBIT ILP -14 CIT'( RECORDS NO: LSHLET 31 OF 37 7 JC - FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR "GREEN" VALVE BOX BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. BALL VALVE, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS B PRESSURE SUPPLY LINE .W .DEPTH AS PER SPECS. 2" MIN 000 ty-L o PVC MALE ADAPTER BRICK SUPPORTS PVC UNION PVC NIPPLE LANDSCAPE FABRIC 314" ROCK, 2 CUBIC FT. NOTE: BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. 110.1 .IL Jr'1i n, Af .J�11 f .IL i II rI ,1„ ee DIMENSION A 8 C 1/2" TO 2-1/2" IN SIZE 18" 12" 4" 3" TO 6" IN SIZE 24" 4" CLEAN COMPACTED BACKFILL LATERAL LINES, SEE SPECS. CONTROL WIRES, SEE SPECS MAINTAIN 8" MIN. BETWEEN MAINLINE AND WIRE BUNDLE. UNDISTURBED SOIL PRESSURE MAINLINE, SEE SPECIFICATIONS CdMb�Mfnxw Lep M 11 51 stW CmAIX/n Ewa Avto-noAi CmM1dm Pm— d,'nN OIrAUvaatwptWt wPmhka O.tl PO AMG S Here Copper — Oa'md'n9 ere Alf FW Ip red:boot 0p Me) A,a,m rn,e. 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LATERAL� PVC SCH 40, SLIP BY SLIP COUPLING ADAPTER, 2 REQUIRED SCH 80 NIPPLE THREAD BY SLIP, 2 REQUIRED PLASTIC RECTANGULAR "GREEN" VALVE BOX BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. 4"MIN. T' 3" FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP VALVE ID TAG SLIP BY SLIP EL SCH 80 PVC CONTROL VALVE THREAD BY SLIP SCH 80 PVC NIPPLE TYP. BRICK SUPPORTS (4 REQ.) SCH.80 PVC IRRIGATION MAINLINE FITTING 3/4" CRUSHED GRAVEL TWO CUBIC FEET LANDSCAPE FABRIC DIMENSION A B C D 1/2" TO 4" IN SIZE 36" 24" 24" 4" GN.T.S. N.T.S. PLAN VIE W - N T.S. PAVING SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL LATERAL LINES IN SCH 40 SLEEVE CONTROL WIRES IN SCH 40 SLEEVE UNDISTURBED SOIL PRESSURE MAINLINE IN SCH 40 SLEEVE PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. ROOT BALL OF TREE BUBBLER HEADS PER LEGEND AND AS SHOWN ABOVE INDICATED BELOW: 2 BUBBLERS MIN. PER TREE PVC LATERAL LINE PIPE SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIREMENTS PLASTIC RECTANGULAR "GREEN" VALVE BOX BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION 4" MIN. —10 PIPE DIA FLO <� 17 2" MIN. FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS USE RED AND BLACK COLOR WIRES WITH STRIPE PVC MAINLINE PIPE PER SPECIFICATION BRICK SUPPORTS (4 REQ.) LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. PVC MAINLINE PIPE 10 E PIPE DIAMETERS) (N TSSTHAN PER SPECS. AND PLAN. NOTE: INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLER, USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN -STREAM SIDE OF THE FLOW SENSOR. B N.T.S. O PEDESTAL MOUNTED IRRIGATION CONTROLLER ENCLOSURE (DRAIN SENSOR: RAIN BIRD RSD—CE. 303/4—INCH SCH 40 RISER EXTENSION (RIFT X MIPT) SECURED TO ENCLOSURE WITH SCH 40 NUT 04 WIRE TO IRRIGATION CONTROLLER SECTION VIEW- N.T.S. FINISH GRADE BUBBLER: RAIN BIRD 14010 25 GPM CHECK VALVE, IF REQUIRED FOR LOW HEAD DRAINAGE 1/2 -INCH PVC SCH 80 NIPPLE 1)2 -INCH 90 -DEGREE ELBOW 12 -INCH SWING ASSEMBLY 112 -INCH MALE NPT INLET PVC SCH 40 TEE OR EL LATERAL PIPE AMMENDED BACKFILL ROOT BALL OF TREE PLASTIC RECTANGULAR "GREEN" IN COLOR VALVE BOX WITH BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND"MV'ONTO LID. MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. --- FINISHED GRADE IN SHRUB AREAS 4" MIN. _ 24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS USE COLOR WIRES WITH STRIPEITE AND RED ffffffRarrmmr VALVE ID TAGS 2" Mllyl T PVC MAINLINE TO FLOW �^ SENSOR, PIPE PER SPECS. j BRICK SUPPORTS (4 REQ.) PVC SCH 40, SLIP BY SLIP COUPLING ADAPTER, 2 REQUIRED SCH 80 NIPPLE THREAD BY SLIP, 2 REQUIRED LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP -STREAM SIDE OF THE MASTER VALVE ASSEMBLY. MASTER VALVE N.T.S. O1 IRRIGATION CONTROLLER: 1 RAIN BIRD ESP-LXMEF CONTROLLER WITH FLOW SMART MODULE IN PLASTIC CABINET WITH WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S RECOMMENDATIONS. O2 JUNCTION BOX O3 1 -INCH CONDUIT AND FITTINGS TO POWER SUPPLY e ® POWER SUPPLY WIRE Q 2 -INCH CONDUIT AND FITTINGS FOR STATION WIRES n © MASTER VALVE AND REMOTE CONTROL VALVE WIRES IJSL� O FLOW SENSOR WIRE (PE 39, 89 OR 54) TO FLOW SENSOR NOTES: i. ESP-LXMEF CONTROLLER IS AVAILABLE IN 8- OR 12 -STATION BASE MODELS. ADDITIONAL MODULES IN 4-. 8- AND 12 -STATION VERSIONS MAY HE ADDED TO BRING THE CONTROLLER UP TO 48 STATIONS MAXIMUM. 2. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 3. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 4. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. �r ESP-LXMEF CONTROLLE C/ N.T.S. P„Farea for; y r q l 10000 STOCKDALE HM SUITE 000 BAKERSFIELD, CA 83311 (661)664-6521 uluillimi MINE DRAWING TITLE: IRRIGATION NOTE DETAILS INCISE "QC” INTO LID WITH 2" HIGH /-- 10" ROUND VALVE BOX LETTERS. TYPICAL ALL BOXES. r W N Q O M Z n U o � Q �m� W r W J UL 0O2i ¢ W cli LU Q m U . rr=n 2 uluillimi MINE DRAWING TITLE: IRRIGATION NOTE DETAILS INCISE "QC” INTO LID WITH 2" HIGH /-- 10" ROUND VALVE BOX LETTERS. TYPICAL ALL BOXES. r e . 8„ FINISH GRADE Know whars below. QUICK COUPLING VALVE Call before you dig. — SIZE PER PLAN O ONE CUBIC FOOT PEA GRAVEL VADSQ SCH. 80 PVC AFD.yQo M. yV�� — SCH. 40 PVC SWING JOINTS a '< QUICK COUPLER PVC NIPPLE PVC MAINLINE DATE: 3/19/2019 SCALE: N/A DRAWN BY: CA KR JOB NUMBER: SHEET: LD -1 SHEET 32 OF 37 TRACTS #{92-98, >300yy8 9302 -HIGHGATE LMC GROUND COVER F 1 GALLON SIZE FLUSH VALVE BUG CAP AND PLASTIC STAKE ON EACH TUBING END DRIP LAYOUT PVC LATERAL LINE PER PLANS DRIP CONNECTION TO PVC DISTRIBUTION TUBING 1/4' PVC TYPE POLY TUBING. 700" O.D. 20' IvIAX. LENGTH SHRUB OR VINE 1, 5 AND 15 GALLON N.T.S. FINISHED GRADE SALCO 3/4" AR FLEX PVC - TUBING, ALGAE RESISTANT MULCH LAYER AS PER PLANTING PLAN DISTRIBUTION TUBING -- TO PLANTS, 6 L.F. MAXIMUM LENGTH TYP. DRIP CONNECTION SCH 40 ELL -PVC SCH 80 NIPPLE (TYPICAL, LENGTH AS REQUIRED) -FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION It ONTO LID. r' ,,,-FINISHED GRADE IN SHRUB AREAS PRESSURE PVC SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL I+ "' PRESSURE REGULATOR. I PVC SCH 40 MALE ADAPTER PVC LATERAL TO DRIP SYSTEM I PVC SCH 80 NIPPLE, CLOSE (1 OF 3) PVC SCH 80 CLOSED NIPPLE BRICK SUPPORTS N OF 4) LANDSCAPE FABRIC 3/4" ROCK 2 CUBIC FT. 3" MINIMUM DEPTH CRISTI I.D. TAG INLINE DRIP VALVE- N.T.S. N.T,S. NOTE: PAINT GREEN PER CITY REQUIREMENTS T 12" MIN 6" THICK CONCRETE FOOTING 3'X4' PAD FROM SERVICE LINE NIPPLE BALL VALVES- INCLUDED IN BACKFLOW ASSEMBLY FROM MANUF. RED BRASS UNION (1) REFER TO LEGEND RED BRASS RISER FINISH GRADE 18" TO MAINLINE III- SCH. 80 PVC BACKFLOW DEVICE N.T.S. FINISH GRADE O FLUSH CAP FOR EASY FIT O EASY FIT COUPLING O4 6 VALVE BOX O5 SUB -SURFACE DRIPLINE O 3 -INCH MINIMUM DEPTH OF 34" GRAVEL O BRICK (1 OF 2) NOTE: 1. ALLOW A MINIMUM OF 6 -INCHES OF DRIPLINE TUBING IN VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. V1 E SBmq Bw 22 Of Endosarc --. MAXIMUM LATERAL LENGTH (FEET) PVC TEE EMITTER FLOW RATE GPH PVC MANIFOLD LINE. AJNh00 ARC S,oad Bore Cappa R NOTES: I I2' SPACING 16" SPACING 24" SPACING SINE NEW Sol (P fo awnd (u0 and Groand'ng Rod (Hoke wre as snae and stmghf PVC MAINLINE. PSI 0.6 09 0.6 0.9 0.6 0.9 os rano r" InsfAl pcwndmq Rcd in 10" 1. Ali irrigation installation shall be in occwdonce with City standards the latest edition TYPICAL FPO ADAPTER AND Round unir� Box ./dolk, yid of the California Plumbin Cade, mane/pourers latest recommendation, Section 20 of COMPRESSION COUPLER. I LO 24 96 ns 135 44 n4 / g DRIP VALVE 20 249 191 350 171 442 320 Hea( erwtl 'G' cn fry If Lid. r8mrs0ed Grade / FILTER / COMPRESSION ADAPTER: PIF' Seere 1p-Gmtmduq wire the StandOrds Specification$ and as directed by the Recreation and Parks BIBCtw. REGULATOR. I 30 357 238 495 330 550 42z Ra;N BIRD 600 -CF -1. 3/4' PVC LATERAL 4G 350 266 495 360 627 DI TYPICAL OFFSET PIPE. I 50 125 9fi 175 135 216 171 USE AN ABS To PVC BONDING LANDSCAPE r 2 All materials 41101/ 62 new and /lee from defects 2- FROM 60 t25 96 175 135 218 171 PVCSOLVENTTEE FOR GLUING ADAPTER TO DRIPLINE TUBING. PVC TEE. WATER SOURCE: DRIP VALVE HARDSCAPE. 4" /- OR LATERAL FROM VALVE. -" - J. See approved /wdscape/Irrigatlan plops and legends for speclAc made/ number, s/ze, FROM PLANTED HHH yr" POLYETHYLENE GRID PRECIPITATION RATES (IN/HR) MAXIMUM FLOW PER ZONE Quantities, manufacturer's and performance requirements. A EA' OR PVC HEADER. I I EMITTER FLOW RATE IMAX GPM PSI LOSS LANDSCAPE DRIPLINE TUBING. II / bwnd Rcd Gaop M Wk TYPICAL EMITTER LATERAL PVC MANIFOLD LINE II I SPACING SPACING 0.6 0.9 SCHEDULE 46 PVC HEADER SIZE Mryp I{�� 4. Any and all prior to from he, standard shop 64 approved by the Recreation and COMPRESSION I o WITH PVC TEE. Parks Director riw to an tine o{ carstmction. FITTING. I PSI POLYGON SHAPED "C" SHAPED ODD SHAPED 1 P y %P I 12 12 0.96 1.448.3 GPM s.6 151 DRIPLINE SPACING 18 18 0.89 103 LF) --FLUSH CAP: RAIN BIRD 1" 13.5 GPM 42 PSI Y 2a 24 0.26 0.41 MOCFCOUP WITH MDCFCAP. 5 Rain Bird has strenuous grounding requirements /or Maxicam Systems. Contractor As NOTED. I 1-t/z' 33,9 GPM 2.9 Psl P 2' 52.4 GPM 1.9 P51 AIR RELIEF VALVE: RAIN BIRD AIR RELIEF VALVE AT- A shall be responsible for require all of Rain Birds Ad tests and instal lotion I AR VALVE KIT, INSTALL .AT HIGH POINT, IF I LATERAL FLOW PER t00 FT (GPM re iiements which may require modifications to the %leld InstallOPiOn. I ) POLY PIPE HEADER SIZE HIGH POINT OF SYSTEM. x 10 R Copper Clad Qamdmg Ppb y 4 INDICATED. EMITTER 1Z" 18" 24° 1/2" 4.7 GPM 55 PSI Rad Or GTwndw, POS,, rnYbtl mdse _ I TYPICAL DRIP LINE FLOW SPACIMG SPADING SPACING 3/4" 6.3 GPM b.d P51 rvd 6r a Maq�O"'Ohan spaced a copper bwndmq Mak WITH EMITTER t" 13.5 GPM 48 PSI .Go. oP 16 leet opal from eoah /6 A6G bseM m) SW1d Bore A I SPACING AS NOTED. I A � 0.6 GPH 1.0 GPM .0) GPM 0.50 GPM 1-1 /2' 31.8 GPM 2.9 PSI a otha-. Crmrndinq grid to have a Copper Are Between Xwdnq Ground Enh mmf Mofaial I HE DOWN STARE AT ( 0.9 GPH 1.5 GPM .0 GPM O]6 GPM 2" 52.4 GPM 2.2 PSI rem'stmee of ten (10) Oar, a less. RVI mrd bcva.Mnq plate. (if Rayovcd) ALL TEES, ELL5, AND AT 4' O.C. AT CLAY. SLOPED CDNCITION NOTE: 3' O.C. AT LOAM, OR 1. DDRIP INESLATERALS SHOULD FOLLOW THE CONTOURS THEF 2' O.C. AT SAND. I F ( 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT, FLUSH VALVE OR 3. NORMAL SPACING WITHIN THE TOP % OF SLOPE, CAP AT LOW END, 4. INSTALL DRIPLINE AT 25% GREATER SPACING .AT THE AS NOTED. BOTTOM )5 OF THE SLOPE. END FEED EXAMPLE CENTER FEED EXAMPLE 5, WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM ), ON A SEPARATE VALVE. DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED PAIGE 7345 D -AG GROUNDING PLATE KIT l* -JJ N.T.S. 5ZI IRCI IPPAr-P IPPI(,OTInKl 10090 STOCKDALE HIM SUITE #390 BAKERSFIE D,CA 96311 (661) 664-6521 1 - FINISHED GRADE W 2 -VALVE BOX &COVER 30"LX 181DX 17"W 3 - PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB 4 - EZ-FLO SHUT OFF VALVES CL= 5 - EZ-FLO MODEL EZ001-CX FERTILIZING SYSTEM 27"LX 12"DX 14"H 6 - FERTILIZER OUT - CONNECT CLEAR J TUBE TO GREEN CONNECTIONS ON W PROPORTIONING CAP AND COUPLING 7- WATER IN - CONNECT BLACK Q TUBE TO BLUE CONNECTIONS ON 5 PROPORTIONING CAP AND COUPLING 13 8 -1/4" TUBING CLAMP - BOTH THE GREEN AND BLUE COUPLING TUBING CONNECTIONS rn� V 9 -APPROVED BACKFILL 10 - PVC MAIN LINE TO VALVE MANIFOLD 11 - EZ COUPLING CONNECTOR - INSTALL ACCORDING TO WATER FLOW DIRECTION ARROW 12 - PEA GRAVEL (2 CU. FT.) 13 - PVC MAIN LINE FROM BACK FLOW PREVENTER NOTE. ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE a EZ-FLO SYSTEM, ITEM 11 IS PURCHASED SEPARATELY. 'HEAT BRAND "FT" ON TO LID FINISHED GRADE SALCO 3/4" AR FLEX PVC - TUBING, ALGAE RESISTANT MULCH LAYER AS PER PLANTING PLAN DISTRIBUTION TUBING -- TO PLANTS, 6 L.F. MAXIMUM LENGTH TYP. DRIP CONNECTION SCH 40 ELL -PVC SCH 80 NIPPLE (TYPICAL, LENGTH AS REQUIRED) -FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION It ONTO LID. r' ,,,-FINISHED GRADE IN SHRUB AREAS PRESSURE PVC SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL I+ "' PRESSURE REGULATOR. I PVC SCH 40 MALE ADAPTER PVC LATERAL TO DRIP SYSTEM I PVC SCH 80 NIPPLE, CLOSE (1 OF 3) PVC SCH 80 CLOSED NIPPLE BRICK SUPPORTS N OF 4) LANDSCAPE FABRIC 3/4" ROCK 2 CUBIC FT. 3" MINIMUM DEPTH CRISTI I.D. TAG INLINE DRIP VALVE- N.T.S. N.T,S. NOTE: PAINT GREEN PER CITY REQUIREMENTS T 12" MIN 6" THICK CONCRETE FOOTING 3'X4' PAD FROM SERVICE LINE NIPPLE BALL VALVES- INCLUDED IN BACKFLOW ASSEMBLY FROM MANUF. RED BRASS UNION (1) REFER TO LEGEND RED BRASS RISER FINISH GRADE 18" TO MAINLINE III- SCH. 80 PVC BACKFLOW DEVICE N.T.S. FINISH GRADE O FLUSH CAP FOR EASY FIT O EASY FIT COUPLING O4 6 VALVE BOX O5 SUB -SURFACE DRIPLINE O 3 -INCH MINIMUM DEPTH OF 34" GRAVEL O BRICK (1 OF 2) NOTE: 1. ALLOW A MINIMUM OF 6 -INCHES OF DRIPLINE TUBING IN VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. V1 E SBmq Bw 22 Of Endosarc --. MAXIMUM LATERAL LENGTH (FEET) PVC TEE EMITTER FLOW RATE GPH PVC MANIFOLD LINE. AJNh00 ARC S,oad Bore Cappa R NOTES: I I2' SPACING 16" SPACING 24" SPACING SINE NEW Sol (P fo awnd (u0 and Groand'ng Rod (Hoke wre as snae and stmghf PVC MAINLINE. PSI 0.6 09 0.6 0.9 0.6 0.9 os rano r" InsfAl pcwndmq Rcd in 10" 1. Ali irrigation installation shall be in occwdonce with City standards the latest edition TYPICAL FPO ADAPTER AND Round unir� Box ./dolk, yid of the California Plumbin Cade, mane/pourers latest recommendation, Section 20 of COMPRESSION COUPLER. I LO 24 96 ns 135 44 n4 / g DRIP VALVE 20 249 191 350 171 442 320 Hea( erwtl 'G' cn fry If Lid. r8mrs0ed Grade / FILTER / COMPRESSION ADAPTER: PIF' Seere 1p-Gmtmduq wire the StandOrds Specification$ and as directed by the Recreation and Parks BIBCtw. REGULATOR. I 30 357 238 495 330 550 42z Ra;N BIRD 600 -CF -1. 3/4' PVC LATERAL 4G 350 266 495 360 627 DI TYPICAL OFFSET PIPE. I 50 125 9fi 175 135 216 171 USE AN ABS To PVC BONDING LANDSCAPE r 2 All materials 41101/ 62 new and /lee from defects 2- FROM 60 t25 96 175 135 218 171 PVCSOLVENTTEE FOR GLUING ADAPTER TO DRIPLINE TUBING. PVC TEE. WATER SOURCE: DRIP VALVE HARDSCAPE. 4" /- OR LATERAL FROM VALVE. -" - J. See approved /wdscape/Irrigatlan plops and legends for speclAc made/ number, s/ze, FROM PLANTED HHH yr" POLYETHYLENE GRID PRECIPITATION RATES (IN/HR) MAXIMUM FLOW PER ZONE Quantities, manufacturer's and performance requirements. A EA' OR PVC HEADER. I I EMITTER FLOW RATE IMAX GPM PSI LOSS LANDSCAPE DRIPLINE TUBING. II / bwnd Rcd Gaop M Wk TYPICAL EMITTER LATERAL PVC MANIFOLD LINE II I SPACING SPACING 0.6 0.9 SCHEDULE 46 PVC HEADER SIZE Mryp I{�� 4. Any and all prior to from he, standard shop 64 approved by the Recreation and COMPRESSION I o WITH PVC TEE. Parks Director riw to an tine o{ carstmction. FITTING. I PSI POLYGON SHAPED "C" SHAPED ODD SHAPED 1 P y %P I 12 12 0.96 1.448.3 GPM s.6 151 DRIPLINE SPACING 18 18 0.89 103 LF) --FLUSH CAP: RAIN BIRD 1" 13.5 GPM 42 PSI Y 2a 24 0.26 0.41 MOCFCOUP WITH MDCFCAP. 5 Rain Bird has strenuous grounding requirements /or Maxicam Systems. Contractor As NOTED. I 1-t/z' 33,9 GPM 2.9 Psl P 2' 52.4 GPM 1.9 P51 AIR RELIEF VALVE: RAIN BIRD AIR RELIEF VALVE AT- A shall be responsible for require all of Rain Birds Ad tests and instal lotion I AR VALVE KIT, INSTALL .AT HIGH POINT, IF I LATERAL FLOW PER t00 FT (GPM re iiements which may require modifications to the %leld InstallOPiOn. I ) POLY PIPE HEADER SIZE HIGH POINT OF SYSTEM. x 10 R Copper Clad Qamdmg Ppb y 4 INDICATED. EMITTER 1Z" 18" 24° 1/2" 4.7 GPM 55 PSI Rad Or GTwndw, POS,, rnYbtl mdse _ I TYPICAL DRIP LINE FLOW SPACIMG SPADING SPACING 3/4" 6.3 GPM b.d P51 rvd 6r a Maq�O"'Ohan spaced a copper bwndmq Mak WITH EMITTER t" 13.5 GPM 48 PSI .Go. oP 16 leet opal from eoah /6 A6G bseM m) SW1d Bore A I SPACING AS NOTED. I A � 0.6 GPH 1.0 GPM .0) GPM 0.50 GPM 1-1 /2' 31.8 GPM 2.9 PSI a otha-. Crmrndinq grid to have a Copper Are Between Xwdnq Ground Enh mmf Mofaial I HE DOWN STARE AT ( 0.9 GPH 1.5 GPM .0 GPM O]6 GPM 2" 52.4 GPM 2.2 PSI rem'stmee of ten (10) Oar, a less. RVI mrd bcva.Mnq plate. (if Rayovcd) ALL TEES, ELL5, AND AT 4' O.C. AT CLAY. SLOPED CDNCITION NOTE: 3' O.C. AT LOAM, OR 1. DDRIP INESLATERALS SHOULD FOLLOW THE CONTOURS THEF 2' O.C. AT SAND. I F ( 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT, FLUSH VALVE OR 3. NORMAL SPACING WITHIN THE TOP % OF SLOPE, CAP AT LOW END, 4. INSTALL DRIPLINE AT 25% GREATER SPACING .AT THE AS NOTED. BOTTOM )5 OF THE SLOPE. END FEED EXAMPLE CENTER FEED EXAMPLE 5, WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM ), ON A SEPARATE VALVE. DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED PAIGE 7345 D -AG GROUNDING PLATE KIT l* -JJ N.T.S. 5ZI IRCI IPPAr-P IPPI(,OTInKl 10090 STOCKDALE HIM SUITE #390 BAKERSFIE D,CA 96311 (661) 664-6521 x W CD n CL= V o 0 J jn LU J LL. 0) Q W W I. x Y Q m U 5 rn� V x U 5 a K? 0 DRAWING. TITLE: IRRIGATION DETAILS ju Keowwhat's below. Call before you dig. yp^iDSCAp cU � * CH 19, 2019 P4 OF CALYX°4 DATE! 3/19/2019 SCALE: N/A DRAWN BY: CA KR JOB NUMBER: SHEET: LD -2 SHEET 33 OF 37 TRACTS #7299,7300 & 7302 - HIGHGATE LMD s - E2 j Z) CUT-OFF TOP SECTION OF STAKE — AT 45° AFTER DRIVING INTO GROUND 6" X 6" CONCRETE CURB MULCH, DEPTH PER LAYOUT FILTER FABRIC UNDER ALL MULCH CH AND N.T.5. NOTE: CUT OFF TOP SECTION OF STAKE — STAKE TO HEIGHT OF MAIN BRANCHES. 1" WIDE RUBBER STRAP OR l� APPROVED TREE TIES. T FOUR (4) PER TREE, NAILED 'IE LTRUNK TO STAKE. NO WIRE TO BE r WIND USED AROUND TREE TRUNK. 2" MAX. VARIES e' MAX. HOLD STAKE " OUTSIDE ROOTBALL --J DEPTH OF ROOTBALL 2 X ROOTBALL NOTE: STREET TREES TO BE PLANTED HALF THE DISTANCE BETWEEN THE CURB AND SIDEWALK, TREE STAKING 2" DIAMETER LODGE POLE PINE STAKES, NOT TO EXCEED HEIGHT OF TREE. / NDS ARBOR GAURD FOR TREES WITHIN TURF 3" HIGH BERM FI N LEVEL GRADE) FINISH GRADE (LEVEL) FINISH GRADE (SLOPE) BACKFILL MIX SEE SOIL PREPARATION SHEET 2" THICK MULCH ON ALL PLANTER AREAS, PREVENT MULCH FROM TOUCHING TRUNKS OF TREES, TAPER MULCH DEPTH OVER ROOTBALL FROM +/-1" TO 2" OUTSIDE OF ROOTBALL. 19WW*. ., 3" THICK MULCH ON ALL PLANTER AREAS, PREVENT MULCH FROM TOUCHING TRUNKS OF SHRUBS, TAPER MULCH DEPTH OVER ROOTBALL FROM +/-1" TO 2" OUTSIDE OF ROOTBALL. BERM 3" HIGH. COMPACT ALL LOOSE SOIL FINISH GRADE (LEVEL) -g,¢y Am" ______ ________________ ROOTBALLDEPTH g, - NATIVE SOIL JIG 2 X WIDTH BACKFILL MIX WHERE APPLICABLE 'I OF ROOTBALL (NOT REQUIRED FOR NATIVE PLANT MATERIAL, SEE SOIL SPECIFICATIONS) SECTION 1 SHRUB PLANTING F p:ep;ree for: / 10000 STOCKDALE HIM SUITE k300 BAKERSFIELD, CA 93311 (8817 B _eu1 ROOT BARRIERS ARE REQUIRED ON ALL TREES WITHIN A u DISTANCE OF FIVE (5) FEET FROM THE CENTER OF TREEAA/ vi m TRUNK TO ANY HARDSCAPE o S SURFACE OR STRUCTURE. ROOT CONTROL BARRIER 1"ABOVE I CONCRETE OR LESS FINISHEDGRADE. SURFACE i FINISH GRADE CONCRETE CURB 4 � PAVING FINISH GRADE \ EQUAL I I EQUAL s NOTE: �+ ALL SHRUBS AND GROUNDCOVER TO BE PLANTED g a AT EQUAL TRIANGULAR SPACING UNLESS OTHERWISE NATIVE SOIL ROOT CONTROL BARRIER INDICATED ON PLANS. PLANTA MINIMUM OF 2' o 10 L.F. CENTERED ON TRUNK FROM SIDEWALKS, CURBS OR DRAINAGE SWALES. (CENTURY ROOT BARRIER 1 BX20 ROLL CR-PE18-20) w z DRAWING TITLE: PLANTER DETAIL ROOT BARRIER n GROUND COVER PLANTING DETAILS G N.T.S. N.T.S. Know vena£§ below. Call before you dig. * MARCH 19 201 N,i nPRIL 3a.2011 CAUtQ�Q� DATE: 311912019 SCALE: N/A DRAWNBY: CA KR JOB NUMBER: SHEET: LD -3 SHEET 3a OF 37 TRACTS #7299.730087302HIGHGATELMD 2 •,�� `i ��1 rFj �:t �)y:J vJ N M a I`_ moo D M W I. UJ J Fina w LLI 0 Q Y mom= c� ROOT BARRIERS ARE REQUIRED ON ALL TREES WITHIN A u DISTANCE OF FIVE (5) FEET FROM THE CENTER OF TREEAA/ vi m TRUNK TO ANY HARDSCAPE o S SURFACE OR STRUCTURE. ROOT CONTROL BARRIER 1"ABOVE I CONCRETE OR LESS FINISHEDGRADE. SURFACE i FINISH GRADE CONCRETE CURB 4 � PAVING FINISH GRADE \ EQUAL I I EQUAL s NOTE: �+ ALL SHRUBS AND GROUNDCOVER TO BE PLANTED g a AT EQUAL TRIANGULAR SPACING UNLESS OTHERWISE NATIVE SOIL ROOT CONTROL BARRIER INDICATED ON PLANS. PLANTA MINIMUM OF 2' o 10 L.F. CENTERED ON TRUNK FROM SIDEWALKS, CURBS OR DRAINAGE SWALES. (CENTURY ROOT BARRIER 1 BX20 ROLL CR-PE18-20) w z DRAWING TITLE: PLANTER DETAIL ROOT BARRIER n GROUND COVER PLANTING DETAILS G N.T.S. N.T.S. Know vena£§ below. Call before you dig. * MARCH 19 201 N,i nPRIL 3a.2011 CAUtQ�Q� DATE: 311912019 SCALE: N/A DRAWNBY: CA KR JOB NUMBER: SHEET: LD -3 SHEET 3a OF 37 TRACTS #7299.730087302HIGHGATELMD 2 •,�� `i ��1 rFj �:t �)y:J 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: t. 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 approval of the Landscape Architect may be rejected and the Contractor required to remove such materials from the site at his own expense. 4. Approval of any item, alternate, or substitute indicated only that the product apparently the requirements of the drawings and specifications on the basis of the information or samples submitted. 5. Manufacturers 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 n will be rejected because of the non -permanent nature of both P Pe se p 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 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 plassi is 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 fled 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 Contractors letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler system we have furnished and installed is free from defects in 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 P PP YP � P 9 to ASTM resin specification 01784. All pipe must meet requirements asset forth in Federal Specification PS -22-70 (Solvent Weld Pipe) with an appropriate standard dimension (S.D.R.) 3. Pressure mainline 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. Alt 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 I. Date of extrusion 8. All fittings shall bear the manufacturers name or trademark, material designation, size, applicable I, P.S. schedule and NSF seat 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 2.018 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 mats 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-nsing 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 morel 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. 2. Anti-drein valves shall be of heavy-duty virgin PVC 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 Wring: 1. Connections between the automatic controllers and the electric control valves shall be made with direct burial copper 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 manufacturers specifications and wire chart. In no case shall wire size be Ism than #14. 2. Wring 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-voit electrical power to the automatic controller location shall be furnished by others. The final hook-up of the automatic controller to the 120 -volt 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 minimum size. 2. Use 9-1/2" x 16" x 1 V rectangular box for all electric control valves, Carson Industries 1419-12B with green bolt down cover or approved equal. M. Sprinkler Heads: 1. All sprinkler heads shall be of the size, type, and deliver the same rate of precipitation with the diameter (or radius) of spray, pressure, and discharge in G.P.M. as shown on the drawings and/or specified in these special provisions. 2. All spray type sprinklers shall have a screw adjustment. 3. Riser/swing joint assemblies shalt be fabricated in accordance with the irigation construction details shown on the drawings. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. PART 3 -EXECUTION 3.1 Inspection: A. Site Conditions: 1. All scaled dimensions are approximate. The Contractor shall check and verify all site dimensions and receive Landscape Architect's approval prior to proceeding with work under this section. 2. Exercise extreme care 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, routing, 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 of 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 backfiued 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 from 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 other surface irregularities. 2. A fine granular material backfill will be Initially placed on all lines. No foreign matter larger than 112 -inch in size will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval of the Landscape Architect. 4. If settlement 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 be 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, and 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 be done and replaced by the Contractor as part of the contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the Landscape Architect. No hydraulic driving will be permitted under new concrete paving. D. Assemblies: 1. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines (and various assemblies) in such a manner as to conform with the details per plans. 2. Install no multiple assemblies on plastic lines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respective detail. In absence of 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 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 roots. 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 scanning or excessive drying. Where a ditching machine is run 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: i. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and 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 am 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 installation 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 inadequacies of coverage due to the deviation from plans, or where the system has been willfully installed as indicated on the drawing when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accomplished before any groundcover is planted. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet 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 90 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. 5. 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 & 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, without completing previously noted corrections, or without preparing the system for observation, he shall be responsible for reimbursing the Landscape Architect at the rate per hour (portal to portal) plus transportation costs, for the inconvenience. No further observations will be scheduled until this charge has been paid. END prepared for, 10000 STOCKDALE HW SUITE #300 BAKERSFIELD, CA W311 (BSI) 884.6621 W Q o l r U p � Q O M J g WSW J CO M WIGS W U.1 Q my � (2^ V Z L r� at at � a a k 3 g s a E e w _ l a: DRAWING TITLE: IRRIGATION SPECIFICATIONS I&. Know whars below. Call before you dig. ypNDSC M � x .a * C 19 2019 # APRIL 30.2019 A� O.o1Lp1a C, ly�Q� DATE: 3/19/2019 SCALE: N/A DRAWN BY: GA KR JOB NUMBER: SHEET: LS -1 SHEET sa OF 37 ITACTS #72149, 7303 & 7302 - HIGHGATE 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. & 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 sae 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 least 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 practice, shall meet with the approval of the Landscape Architect and Owner and shall be in 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 Contractor'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 remain 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 such damage or injury is caused in connection with his work or is due 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 parry 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: Al 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 written 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 fitly 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 O 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 or design and for aesthetic reasons at no additional 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 shalt not be worked when moisturecontent is so great that excessive compaction will occur nor shall it be so dry then dust will occur and form in the air or that clods will not break readily. Water 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 plants 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. W Trees and shrubs, 15 gallon and larger.... 1 Year Potted plants & pottery .................... 1 Year Shrubs, 5 gallon 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 quantifies. 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 Witted 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 planting. 4.12 All 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 Prune 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. PART 5 - HYDROSEEDING MATERIALS. -OMIT 5.1 Seed: A. 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. C. Seed which has become wet, moldy or otherwise damaged in transit or storage will be rejected. 5. Fiber Mulch: A. Composed of green colored wood cellulose fiber containing no germination or growth inhibiting factors. B. 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. C. 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. D. Acceptable Manufacturer. Conwed. 5.1 Seed: A. Dry, organic powder hydrocolloid formulation. B. 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. D. 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. r�epa�ea m�. 10000 STOCKDALE HM SUITE #300 WERSFIELD, CA 93311 letin 56 .es21 r I L I I I I I� I I I 11 DRAWING TITLE: PLANTING SPECIFICATIONS `,'[s Knowwhars below. 0011 before you dig. DATE: 3/192019 SCALE: WA DRAWN BY: GA KR JOB NUMBER: SHEET: LS -2 SHEET ss OF 37 TRACTS 47299, 7300 & 7302- HIGHGATE LMO W Q � a moo � CD W H J umQ W W t` 2 m C) tQ V /Z/� V Z r I L I I I I I� I I I 11 DRAWING TITLE: PLANTING SPECIFICATIONS `,'[s Knowwhars below. 0011 before you dig. DATE: 3/192019 SCALE: WA DRAWN BY: GA KR JOB NUMBER: SHEET: LS -2 SHEET ss OF 37 TRACTS 47299, 7300 & 7302- HIGHGATE LMO 21 22 I MAI CM II DC I 4Y F X.W, COX. me, 11, MAN OERRENOA MESA RATER DISTRICT i l SERREROA MESA RATER OISTRI:CT 1 i RECHARDE'PONDS I I ) RECRARCE PONDS I fR. SPREENCIL 1 DA$ P&9YY MARI4A ___ ____ ________ -- - - _ __ Am J _ __ __ ---- -, -- -__ __-___-.._----_-_ i II' -- I I , Ii HIGHGATE PARK BLVD DE:RRENCA MELSF DE YOEp D;ISTRICT Itta" / I OERREN DA MESA WATER DISTRICT REONAROE PONDS - '_l , _______ _ _ __ _ 4 _....- ... ._ _. a..._-�._a- ___________ _ - --. �. -.: ...-___--;Ttr MM'S __--._____ .-__________________-_ _-.__- _-_...__--_ __-.__._ -_ __--_ m....- __ __ __ ___•--- -.__ _____ ___ ___ __ ___ ___ _____ tlORStT W41 .._...-_..>` ewe k> �- _.-_..__. __.._".___....._ _ �. _. _ 1 - - — - _ _ -.--___-__--_-..--- r I I I ' 1 1 1 RERRENEA MESA WATER DISTRICT j RECNARDE PONDS 1 1 I I I I I ,11 ____-____-_--_-__--.-.-__-___-_____- -----_-_ ` MING AVENUE (STA. 28+75.00 C.L. TO STA. 47+00.00 C.L) UNI t 4 UNI I Z PP TR. 7256 MING AVENUE (STA. 47+00.00 C.L. TO STA, 68+00.00 C.L) WERRINDA MESA WATER OISTRICT RECNARDE PONDS m'uAcOW RERRENDA MESA WATER DISTRICT RECRARCE PONDS 72.---5 - 7 gI �i 10 12 110 �(5I 5 u 1 VrI4 r _- EXIST. GROUND MING AVENUE (STA. 68+00.00 C.L. TO STA, 84+00.00 GL) R/W (L MING AVE. R/Mv EXIST GROUND,ypi61, LTOP O G LEVEE i TOE OF A EXISTING LEVEE MING AVENUE ARTERIAL (PUBLIC STREET) WIN. 6' MEANDERING MULTI-PURPOSE TRAIL 13 HOVINGHAM DRIVE ALLEN ROAD 85at I I I i I i I ALLEN ROAD TEMPORARY LANDSCAPING TO BE REMOVED WHEN NORTH SIDE OF -"'-' KING IS CONSTRUCTED LLi- AVAILABLE LANDSCAPE AREA THE PURPOSE OF THIS EXHIBIT IS TO SHOW THE AVAILABLE LANDSCAPE AREA IN THE FULL WIDTH MEDIAN ALONG MING AVENUE FROM HIGHGATE PARK BLVD. TO ALLEN ROAD. LANDSCAPING SHALL ONLY CONSIST OF TREES TO BE TEMPORARILY PLANTED IN THE AVAILABLE LANDSCAPE AREA TO BE REMOVED/RELOCATED ONCE THE NORTH SIDE OF MING AVENUE IS DEVELOPED. SCALE: 1" — 80' 60' 40' O' 80' 160' TT Z ?"rr _ _-'.____ - DE QME <: - -. _. '- _,----- 82+00 ---------------------------------------''mP ---------------------___ m .___ ___- _ --- V -------------------------- Z z a U O N � N m T� + 77100'-----73#'00- —7d+'QO` EaE;.c m¢ 75+00----76F�--^ "'7T±0d" iNN kW STREET �W ZZZ<655 � j E(IIIAIEE! m m AW � 'rm� PUME ORACT+m/TmHI - M1.W IILTq RiNE 1+RAcTT 1 PUNS ORAcr TSSI/Am 113 72.---5 - 7 gI �i 10 12 110 �(5I 5 u 1 VrI4 r _- EXIST. GROUND MING AVENUE (STA. 68+00.00 C.L. TO STA, 84+00.00 GL) R/W (L MING AVE. R/Mv EXIST GROUND,ypi61, LTOP O G LEVEE i TOE OF A EXISTING LEVEE MING AVENUE ARTERIAL (PUBLIC STREET) WIN. 6' MEANDERING MULTI-PURPOSE TRAIL 13 HOVINGHAM DRIVE ALLEN ROAD 85at I I I i I i I ALLEN ROAD TEMPORARY LANDSCAPING TO BE REMOVED WHEN NORTH SIDE OF -"'-' KING IS CONSTRUCTED LLi- AVAILABLE LANDSCAPE AREA THE PURPOSE OF THIS EXHIBIT IS TO SHOW THE AVAILABLE LANDSCAPE AREA IN THE FULL WIDTH MEDIAN ALONG MING AVENUE FROM HIGHGATE PARK BLVD. TO ALLEN ROAD. LANDSCAPING SHALL ONLY CONSIST OF TREES TO BE TEMPORARILY PLANTED IN THE AVAILABLE LANDSCAPE AREA TO BE REMOVED/RELOCATED ONCE THE NORTH SIDE OF MING AVENUE IS DEVELOPED. SCALE: 1" — 80' 60' 40' O' 80' 160' TT c.> Z ?"rr 0 r7 � O r`00 � m 0 Q v 0 m r n a Z O I w � V cc Z z a U O N � N m c.> Z ?"rr O r`00 2 cc cc Z z a U c.> PIC W Cc �W W s C-. W CL 0 CO -I Z a� J R C..J ENGINEER MEDIAN PLAN/ EXHIBIT IrR below. M-1 before you dig. SME 7