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1.5-6137 Ph 2 & 3
VICINITY MAP NTS. PERCENT OF EVERGREEN TREES THROUGHOUT PROIECT: 50% LANDSCAPE ANALYSIS: TR -6137 PH 2&3, BAKERSFIELD, CA TOTAL SQUARE FCOi:AGF OF LANDSCAPING: 9,616 +/- SF TOTA', SQUARE FOOTAGE TO BE IRRIGATED: 1,676+/ SF TO—,.AL SQUARE FOOTAGE OF CITY SIDEWALK: 8,778 +( Sr'' TOTAL. SQUARE FOOTAGE FROM BACK OF CURBING TO PROPERTY LINE: 18,394 +/- SF 0 wqP. GWs 1'k McDOIDel Asppdaklleee111emylAd h's9142VLObWD-VM.CgVeRovey 1ol20 OB ., t26. 21118, 112,4am i l.�►.' tilm DRAWING TITLE SHEET NO. CS COVER SHEET CITY OF BAKERSFIELD GENERAL PROJECT NOTES J! IRRIGATION PLAN 2-4 a _. _.. 5 LP -1 LP -3 PLANTING PLAN 6-8 Ilt IRRIGATION & PLANTING DETAILS 9-12 LS -1 - contacting the pu'alic utilities to start electrical and water service in time for construction. LS -2 PLANTING SPECIFICATIONS 14 2. Contractor shall be responsible for meeting all appropriate public utility standards, specifications and methods of construction. 11 I + VICINITY MAP NTS. PERCENT OF EVERGREEN TREES THROUGHOUT PROIECT: 50% LANDSCAPE ANALYSIS: TR -6137 PH 2&3, BAKERSFIELD, CA TOTAL SQUARE FCOi:AGF OF LANDSCAPING: 9,616 +/- SF TOTA', SQUARE FOOTAGE TO BE IRRIGATED: 1,676+/ SF TO—,.AL SQUARE FOOTAGE OF CITY SIDEWALK: 8,778 +( Sr'' TOTAL. SQUARE FOOTAGE FROM BACK OF CURBING TO PROPERTY LINE: 18,394 +/- SF 0 wqP. GWs 1'k McDOIDel Asppdaklleee111emylAd h's9142VLObWD-VM.CgVeRovey 1ol20 OB ., t26. 21118, 112,4am i l.�►.' tilm DRAWING TITLE SHEET NO. CS COVER SHEET CITY OF BAKERSFIELD GENERAL PROJECT NOTES J! IRRIGATION PLAN 2-4 a _. _.. 5 LP -1 LP -3 PLANTING PLAN 6-8 Ilt IRRIGATION & PLANTING DETAILS 9-12 LS -1 - contacting the pu'alic utilities to start electrical and water service in time for construction. LS -2 PLANTING SPECIFICATIONS 14 2. Contractor shall be responsible for meeting all appropriate public utility standards, specifications and methods of construction. 3. Prior to the sta=t of construction, all utility service meters (water and power) should be installed and fully operational. ZAND 4. Contractor shall be responsible for contacting City Recreation & Parks, 661-326-3354, and Public Works, 661-326-3049, for an on-site - -- -_' - pre -construction ineeting. r VICINITY MAP NTS. PERCENT OF EVERGREEN TREES THROUGHOUT PROIECT: 50% LANDSCAPE ANALYSIS: TR -6137 PH 2&3, BAKERSFIELD, CA TOTAL SQUARE FCOi:AGF OF LANDSCAPING: 9,616 +/- SF TOTA', SQUARE FOOTAGE TO BE IRRIGATED: 1,676+/ SF TO—,.AL SQUARE FOOTAGE OF CITY SIDEWALK: 8,778 +( Sr'' TOTAL. SQUARE FOOTAGE FROM BACK OF CURBING TO PROPERTY LINE: 18,394 +/- SF 0 wqP. GWs 1'k McDOIDel Asppdaklleee111emylAd h's9142VLObWD-VM.CgVeRovey 1ol20 OB ., t26. 21118, 112,4am i l.�►.' tilm 1----__� J- \..... v+ 4) At the end of construction but prior to start of post -installation maintenance, and 1 - T f t 5) At the end of post -installation maintenance period for written City acceptance. aPH I " ',i � I � - � �- r i I � { 6. Contractor will perform maintenance as identified in the specifications. All cost incurred until this time will be at the expense of the contractor. 7. 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 I 1 1 plant material until the City, in writing, accepts this work. 8. Contractor will field verify finished grades and verify that there is positive surface drainage in all planters, turf areas and away from all ,r� \,, is•. v f - - f-� planting holes. If positive drainage does not exist notify landscape architect prior to proceeding for written authorization and instructions �! I p It to proceed )"".y 9. City of Bakersfield standards and specifications sheet, included with this drawing set, and C.O.B. standard details take precedence a,� over all other spe.ification or details. 1 5 '� Ia 10. All trees under utility lines are subject to change per C.O.B. • , , _ _ I ;I • I 11. Contractor shall install a 6" concrete mow curb as per C.O.B. standards at each phase line and !unit of construction line & a 9" mow curb between wa!i and turf areas ° - �. _ "-- I' I r if', 12. Provide root barriers for each tree within 6' of any existing or proposed paving or structure. 13. All plant material shall be approved by the owner's representative. 14. No planting shall be planted until the installation of the irrigation system is completed, final grades have been established, planting � m areas have been properly graded, and soil prepared and the work has been approved by the owner's representative. i i I ' a �!; 15. Contractor shall demonstrate to the owner's representative the furnishing and installation of specified soil amendments whether a Ai EI4 soils test is requited or not. 16, Contractor is responsible for care and maintenance of any existing landscape and irrigation system during construction_ 17. Contractor shall indicate irrigation sleeves by chiseling "IR` on the face at each location. 18. Prior to installation of any signage subdivider shall submit two copies of subdivision identification sign pians to the Building Director \ SI 11 - �1'\ for review and approval pursuant to BMC Section 17.60. 110 (N). One copy of the signed plan shall also be submitted to the Parks +tri ! \ l It I �� \'. Division for review and approval. Sign plans shall include copy, dimensions, color materials, lighting, anchorage and location of sign(s). Approval of wall plans by the Public Worcs Director does not include approval of any signage. 19. Uniform development is required for this project. Should any portion of any phase or subsequent phases be constructed at different intervals where the point of connections are located in an area other than the current project area, the developer shalt be responsible for all incurred costs associated with the affected areas until the project's maintenance period has been completed and a written final acceptance from the C.O.B. has been achieved. rr i \�� APPROVED BY: EXP. DATE IN' SHEET DRAWING TITLE SHEET NO. CS COVER SHEET CITY OF BAKERSFIELD GENERAL PROJECT NOTES J! IRRIGATION PLAN 2-4 LI -4 _. _.. 5 LP -1 LP -3 PLANTING PLAN 6-8 1. Contractor shall be responsible for meeting all City of Bakersfield standards and specifications. Contractor will also be responsible for IRRIGATION & PLANTING DETAILS 9-12 LS -1 IRRIGATION SPECIFICATIONS contacting the pu'alic utilities to start electrical and water service in time for construction. LS -2 PLANTING SPECIFICATIONS 14 2. Contractor shall be responsible for meeting all appropriate public utility standards, specifications and methods of construction. 3. Prior to the sta=t of construction, all utility service meters (water and power) should be installed and fully operational. 4. Contractor shall be responsible for contacting City Recreation & Parks, 661-326-3354, and Public Works, 661-326-3049, for an on-site pre -construction ineeting. r r SII, ' + 5. Contractor will coordinate construction with the appropriate City inspection official so that inspections can be made at critical Ix construction periods but in no case less than: 1 At the start of construction, � k 2) Prior to any bark filling, 3) Prior to the installation of any plant material. 1----__� J- \..... v+ 4) At the end of construction but prior to start of post -installation maintenance, and 1 - T f t 5) At the end of post -installation maintenance period for written City acceptance. aPH I " ',i � I � - � �- r i I � { 6. Contractor will perform maintenance as identified in the specifications. All cost incurred until this time will be at the expense of the contractor. 7. 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 I 1 1 plant material until the City, in writing, accepts this work. 8. Contractor will field verify finished grades and verify that there is positive surface drainage in all planters, turf areas and away from all ,r� \,, is•. v f - - f-� planting holes. If positive drainage does not exist notify landscape architect prior to proceeding for written authorization and instructions �! I p It to proceed )"".y 9. City of Bakersfield standards and specifications sheet, included with this drawing set, and C.O.B. standard details take precedence a,� over all other spe.ification or details. 1 5 '� Ia 10. All trees under utility lines are subject to change per C.O.B. • , , _ _ I ;I • I 11. Contractor shall install a 6" concrete mow curb as per C.O.B. standards at each phase line and !unit of construction line & a 9" mow curb between wa!i and turf areas ° - �. _ "-- I' I r if', 12. Provide root barriers for each tree within 6' of any existing or proposed paving or structure. 13. All plant material shall be approved by the owner's representative. 14. No planting shall be planted until the installation of the irrigation system is completed, final grades have been established, planting � m areas have been properly graded, and soil prepared and the work has been approved by the owner's representative. i i I ' a �!; 15. Contractor shall demonstrate to the owner's representative the furnishing and installation of specified soil amendments whether a Ai EI4 soils test is requited or not. 16, Contractor is responsible for care and maintenance of any existing landscape and irrigation system during construction_ 17. Contractor shall indicate irrigation sleeves by chiseling "IR` on the face at each location. 18. Prior to installation of any signage subdivider shall submit two copies of subdivision identification sign pians to the Building Director \ SI 11 - �1'\ for review and approval pursuant to BMC Section 17.60. 110 (N). One copy of the signed plan shall also be submitted to the Parks +tri ! \ l It I �� \'. Division for review and approval. Sign plans shall include copy, dimensions, color materials, lighting, anchorage and location of sign(s). Approval of wall plans by the Public Worcs Director does not include approval of any signage. 19. Uniform development is required for this project. Should any portion of any phase or subsequent phases be constructed at different intervals where the point of connections are located in an area other than the current project area, the developer shalt be responsible for all incurred costs associated with the affected areas until the project's maintenance period has been completed and a written final acceptance from the C.O.B. has been achieved. rr i \�� APPROVED BY: EXP. DATE IN' SHEET DRAWING TITLE SHEET NO. CS COVER SHEET 1 LI -1 LI -3 IRRIGATION PLAN 2-4 LI -4 IRRIGATION LEGEND & CALCS 5 LP -1 LP -3 PLANTING PLAN 6-8 IPD-1 - IPD-4 IRRIGATION & PLANTING DETAILS 9-12 LS -1 IRRIGATION SPECIFICATIONS 13 LS -2 PLANTING SPECIFICATIONS 14 (NOT A III Tt APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E NO. 61069 EXP. 12/31/18 REVIEWED BY: RECREATION & PARKS DEPARTMENTTMENT � DATE . ^_- i i f z -f- ! P REVIEWED BY: TRAFFIC ENGINEER DATE Landscape Development, Inc 468 Poli Street Unit 2E Ventura, California 93001 (661) 295-1970 Contact: Michael McDonnell OWNER / CLIENT VISTA MONTAIRE, LLC 532 Camino Mercado Arroyo Grande, CA 93420 805-481-4033 Contact: Steve Sanders CIVIL ENGINEER 1 ,P 1998 Santa Barbara r San Luis Obispo, 805-250-2891 Albertoop Design Studios z D , 66 341 -509D Yu C I r 094 n 10.� n S & S HOMES OF THF CENTRAL COAST, INC W 0- U U) WB UJ U W M LL a N W a W = Q ®' m ti M_ d' I-- VISTA MONTAIR PHASE 2 & 3 STREETSGAPE 1.5-6137 Ph 2 & 3 I �� U'I I I Ill i r r SII, ' + I Ix � k � N 0 0 i w DRAWING TITLE: COVER SHEET i 1 Iti y NIb 0 2019 aFof 6A,_\4p@ DATE: 10/26/2018. _ SCALE: DRAWN BY: MM JOB NUMBER: 1497761 SHEET: S 0F14 T10F1411 VISTA MONTAIR PHASE 2 & 3 STREETSGAPE 1.5-6137 Ph 2 & 3 BAKERSFIELD I III I � . SHEET LI -1 I LP -1 JILL11 KEY MAI' -- NOTE: REFER TO SHEET LI -4 FOR IRRIGATION LEGEND, NOTES, MAWA & ETWU CALCS. NOTE: REFER TO SHEETS IPD-1 - IPD-2 FOR IRRIGATION DETAILS, NOTE: REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS. GrzwInB Z 0 LMO >A,, S RomesLVlsta 11-1blaWONKINC DRTW NGSLM %W-VM-IPR*mTION &19 "'-o LH Otl 262.18,11 K—, �o 5- 20 20 o' 10' 20 40' Oeslg n�,Studios ao4�ti �m �z. � 3aL�,4 ;`93349 Phv,e 1( 24 90 6fi1-24I-5094 OF THE CFNTRAI, COAST, f\C. W a- pQ V U) w U F- ® J Mw LL w = a a m n m ry F - >I U +L1 i I I N � z 0 O DRAWING TITLE: IRRIGATION PLAN I II i I I l N0 A I 1*�\ ori. w,aola \ "4u1 DATE: 10/26/2018 ..SCALE: T _ 20'-0" DRAWN BY: mm JOB NUMBER: 1497761 SHEET: U-1 SHEET 2 OF 14 VISTA mONTAIF PHASE 2 8 3 STREETSCAPE 1.5-6137 Ph 2 & 3 BAKERSFIELD NOTE: REFER TO SHEET LI -4 FOR IRRIGATION LEGEND, NOTES, MAWA & ETWU CALCS. NOTE; REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS. o :e no IDIM DR N-9%oDn VM �RRle noNa, ty utI 2 0Y2A ll6 11 11.11 20' o' to' 20' 40' Design Studios conror�„ sa2oe vnone azl- - oso Fnx 661-291-5094 1 1 S& S HOMES OI' 1ALCHNI NAL COAS 1 INC. w CL Q U U) uiiJ Q W U ry Cf) ® J w:- M UL z c�j V3 o N w a m P M r M h s� I i a O - _ I 1 I 1< I 1 I o � ala I i w z DRAWING TITLE: IRRIGATION PLAN ypNDSC9pE Imo, I I1 Ou 26 2019 I*/ 1o, 201y DATES—s 10/26/2018 SCALE: 1" = 20'-0" DRAWN BY: MM 1 JOB NUMBER: 1497761 SHEET: U-2 JSHEET 3 OF 14 VISTA MONTAIR PHASE 2 & 3 STREETSCAPE' 1.5-6137 Ph 2 & 3 7M0ft0im ciF. R/4 -- - OW O �fi LN Ill10 D-IB^JcbeAya-.(ItlA6361mnie U,l M (hN/ORKWG DRAWINGSLMl )VIAPRIGAT?ON6v, Oct 26.201ci& 1195am. : UTALTA � L eeW� Sl— i NOTE: REFER TO SHEET LI -4 FOR IRRIGATION LEGEND; NOTES, MAWA & ETWU CALLS. NOTE: REFER TO SHEETS IPD-1 - IPD-2 FOR IRRIGATION DETAILS. NOTE: REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS. --._.-.-_-- i y i!` SHF_FT U-3 I LP -3 V � : UTALTA � L eeW� Sl— i NOTE: REFER TO SHEET LI -4 FOR IRRIGATION LEGEND; NOTES, MAWA & ETWU CALLS. NOTE: REFER TO SHEETS IPD-1 - IPD-2 FOR IRRIGATION DETAILS. NOTE: REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS. --._.-.-_-- NSR ry 20' o' 10 20' 40' Desig n�451udios kesl: J IY 1a 93308 boon 16 -R-1096 90 S & S HOMES 01 THF CI N ITAI. COASC IAC. W IL U L U h � cn LU w m a 06 co q $ N Lu 0- > a � r c7 r i y V � U NSR ry 20' o' 10 20' 40' Desig n�451udios kesl: J IY 1a 93308 boon 16 -R-1096 90 S & S HOMES 01 THF CI N ITAI. COASC IAC. W IL U L U h � cn LU w m a 06 co q $ N Lu 0- > a � r c7 r i � U I �mio i! i j Ak- j a o Z ¢Ilo I 0 L i I it DRAWING TITLE: IRRIGATION PLAN I i i i wnsr p j z �* �{ 0, 26,2019 n `NJvcnib,,, 30, 2019 DATE: 10126/2018 SCALE: 1" = 20'-0' DRAWN BY: MM JOB NUMBER: 1497761 SHEET: U - SHEET 4 OF 14 VISTA MONTAIR PHASE 2 8 3 STREETSCAPE 1.5-6137 Ph 2 & 3 Total ET4F X Area 63, Calculator NY$f�} ydl/ i e}a}�yry �yiy INa.vMg-290_IDI�O Oe49n JobadakarsfielNS56HomeSN s1¢fdm aIOWORK!NGORANiFGSL01-VN}yISIRRIGA➢VN.aw9 Total^`rea dAilJV !hiss-#'IC;�laorls foY�.stimai T'+'F:i `! 4 Sife+i I 'PAF . 0.37 #it�nter assumes itcabi # Ise 1 onoLayout ILIA ,, Gam I _SYMBOL MANUFACTURER/MODEL/DESCRIPTION 17 1 tt RAIN BIRD 1804 -SAM -PRS W/ HUNTER -PCN BUBBLER FLOOD BUBBLER. 4.0"POP-UP, FACTORY INSTALLED DRAIN CHECK VALVE. e o m ® RAIN BIRD RWS-B-C 1401 1402 14041406 ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0" LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, AND CHECK VALVE. RAIN BIRD BUBBLER OPTION AS INDICATED'. 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM., 1408 2.0 GPM. WITH SOCK. SYMBOL GENERAL IRRIGATION NOTES RAIN BIRD FES 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK, ARE HEREBY OPERATING CAPABILITY, GLOBE CONFIGURATION. RAIN BIRD 44 -LRC INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT By THE CONTRACTOR. V VALVE AL f E H ®ULE CORROSION -RESISTANT STAINLESS STEEL SPRING, 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTCRIES AND SERVICES BEFORE COMMENCING WORK. THE BODY. NEOC T-113 LOCATIONS OF UTILITIES. STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE NU_MEE_R_ SIZE l YPE GPM LEADS WIRE PSI FRICTION LOSS VALVE LOSS PSI PSI @ POC PRECIP PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. _MODEL _D_ES1=N BIRD C5 RAIN FEB T- ' BUBBLER 19.50 M 725.8 30 5.20 3.90 39.11 64.22 1.21 in/h 2" MAST ER VALVE AND 1-1/2" FLOW SENSOR COMBO. C2 RAIN BIRD PEE 1-112" BUBBLER 8, Be 32 714.5 30 1,20 3.90 35.10 53.31 1.20 Win 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. C3 RAIN BIRD PES 1-112" BUBBLER 20.00 80 565.7 30 3.73 3.90 37.6.3 6114 1.15 With 24 STATION COMMERCIAL CONTROLLER. WITH STRONG C4 RAIN BIRD PEE 1-1/2" BUBBLER 6.00 24 294.2 30 0.68 3.90 34.58 51.56 1.20 in/h 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. CS RAIN BIRD PER 1-1/2" BUBBLER 21.50 86 270.5 30 3.79 3.86 37.65 54'.94 1.12 in/h RAIN BIRD RAINGAUGE KCPLXME-RG 06 RAIN BIRD PEE 1 1/2" BUBBLER 5.00 20 515.5 30 1.52 3.90 35.02 5211 1.21 TIM 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWNIN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO 8E INSTALLED WIIHIN C7 RAIN BIRD PER 1-1l2" BUBBLER 13.50 54 521.4 30 223 3.90 36.13 5583 125 in/h EZ-FLO FERTILIZING SYSTEMS E7005 -FX PLANTING AREAS. ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER. USED FOR SMALLER COMMERCIAL LANDSCAPES, RESILIENT IAL, HORS, MODEL HOMES, AND GROWER C3 RAIN BIRD PER 1-1/2" BUBBLER 11.25 45 527.2 30 3.89 3.90 37.79 56.62 1.09 in/h 6 DO NOT WILLFULLY INSTAL ANY EQIiIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST Common Wre 1.202 MIXED LANDSCAPE). 1. BE _ THAT WERE NOT EVIDENT AT THE -TME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE r STRONG BOX SMOOTH TOUCH STAINLESS STEEL ENCLOSURE, WITH STRONG BOX POLAR BLANKET. OWNER'S REPRESENTATIVE PRIOR T0.4N'Y WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD `� ANALYSIS C6q-,7�8,IT C WIRE BUNDLE (AS INDICATED FOR FUTURE USE) CHANGES DEEMED NECESSARY BY THE OWNER, SPARE CONTROL WIRE BUNDLE FOR FUTURE USE IN JUNCTION BOX. (6) P=PILOT WIRES [BLACK], (5) S=SPARE 7 INSTALL AL-EQUIPMENTAS SHOWN hN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY. Generated: 2018-09-13 11:56 BACK TO CONTROLLER. LABEL_ EACH WIRE WITH A COUNTY AND STATE REQUIREMENTS FOR 80TH EQUIPMENT AND INSTALLATION. CITY OF BAKERSFIELD GENERAL IRRIGATION NOTES ( CONTROLLER. X H ! - - P.O.C. NUMBER: 01 n 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFI OW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE 1. INSTAL L MATERIALSS AS CALLED OUT IN DETAILS AND AS PER SPECIFICATIONS. Water SOUCOP Information: City of Bakersfield FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE 2. THERE SHALL BE NO DELETIONSOR SUBSTITUTIONS WITHOUT THE APPROVAL OF THE OWNER, 1 HEIR AGEM, AND/OR THE LANDSCAPE WATER METER 2" CITY OF BAKERSFIELD ARCHITECT- FLOW AVAILABLE - IRRIGATION MAINLINE: PVC SCHEDULE 40 9 CONTRACTOR IS TQ PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE C:ONTROLI-ER. 3. ALL SPRINKLERS AMC VALVES SHALL BE ADJUSTED FOR REQUIRED COVERAGE WITH MINIMUM OR NO OVERSPRAY. LANDSCAPE Water Meter Slze'. 2" _ ___ 'ave number •. �F ARCHITECT SHALL HAVE FINALAPPRO'`!AI-. Flow Available: 120.00 gpm 10 CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL A SCHEDULE 80 UNION AND SCHEDULE 80 BALL VALVE AT EACH REMOTE VALVE, TO BE 4. COMPONENTS LOCATIONS ARE APPROXIMATE AND DIAGRAMMATIC AS INDICATED. VALVE METHOD LW C1 B 312 0.186158 THE SAME SIZE AS VALVE DOWN STREAM OF THE VALVE AT EACH VALVE LOCATION. VERIFY WITH CITY'S REPRESENTATIVE FOR EXACT 5. ALL IRRIGATION LINES RUNNING UNDER PAVED SURFACES SHALL SE INSTALLED IN SCHEDULE 40 PVC SLEEVES. NO DIRECTIONAL PRESSURE AVAILABLE 03 B :320 0,190931 LW CONFIGURATION. CHANGES IN THE IRRIGAITCN SYSTEM SHALL RE INSTALLED UNDER PAVEMENT OR HARDSCAPE AREAS. ALL. SLEEVES SHALL BE A C5 B 344 0 205251 LW 11 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED INA STH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIEDALL WIRE UNDER PAVED MINIMUM 2 TIMES LARGER THAN THE IRRIGATION LINE ALL. SLEEVES CROSSING LOCATIONS WILL BE INDICATED BY CHISELING 'TR" ON Static Pressure at POC'. F! an Elevation Change. g 92.00p si ft. ,5 AREAS TO BE INSTALLED IN A MIN, 2" STH, 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES 10 BE INSTALLED WITH THE FACE OF TI1E CONCRETh. CURB, VERIFY WTIN C.O.B. FOR APPROVED METHOD ANDY?E. Service Line Sire: .00 3" S P. MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 1r' PAST THE EDGE OF THE PAVING . SLEEVE 6, AL'.- SYSTEMS ARE DESIGNED FOR PERFORMANCE AT 30 & 35 PSI PRESSURE. 7. DEVELOPER SHALL PROVIDE ELECTRICAL POWER TO THE CONTROLLERS' LOCATIONS. CONTROLLER LOCATIONS ARE SHOWN Lari of Servi e Line: 20.00 ft CROSSINGS SHALL MARKED ON FACE OF CURB BY ENGRAVING 'IR'. DIAGRAMMATICALLY. FINAL LOCATION SHALL BE DECIDED AT CONSTRUCTION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR _ _ Pressure Available 90.00 psi 12 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE FINAL CONNECTION. INSTALLED AS Si -TOWN ON THF INSTALLATION DETAILS. INSTALL AL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE 8. POINTS OF CONNECTION SHALL BE TO EXISTING WATER LINE. SEE WATER LAYOUT PLANS AND PL.UMB!NG PLANS FOR EXACT DESIGN ANALYSIS - LOCA CIONS. MaXllnurn Station Flour. 21.50 gpm 13 ALL HEADS ARE TO BF. INS?AL EI' WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT 9. CONTRACTOR SHALL INSTALL CONTROLLERS IN ENCLOSURES IN A STRONG BOX MODEL 22 -SS. VERIFY WITH C.Q.8, PRIOR TO - -" Flow Available at POC: 120.00 qpm SPRAY ONTO WALLS, FENCES AND H,4RDSCAPE. THIS OVEINCLUDES, ER BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN INSTALLATION. INSTALL AS PER C.O.B. SPECIFICATIONS. ---- --.-' Residual F!ov. Available 98.5E gpm ADJUSTMENT W, REPLACEMENT ADJUSTMENT SCREW, COMPENSATING SCREENS. REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS REEK RA 10, QUANTITIES INDICATED ON IRRIGATION SCHEDULE MAY NOT BE ACCURATE. CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL UNITS AND THE REPLACEMENT �. NOZZLES W T H ADJUSTABLE ARC !UNITS. CEMENT F NO Z ES WITA MATERIALS ASPER PLANS. Critical Station: C1 ' ! i i. ALL IRRIGATION VALVES SHALL BE INSTALLED :N SQUARE STANDARD BOXES AND QUICK COUPLERS SHALL BE INSTALLED IN 10" ROUND 14 CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING BOXES, APPLIED ENGINEERING OR APPROVED FOCAL (PER C.O.B.). EACH BOX LID SHALL BE HEAT BRANDED. VERIFY WITH C.O.B FOR Design Pressure: 30.00 psi IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS VIfiTH THE OWNER'S REPRESENTATIVE. EXACT CONFIGURATION. Friction Loss: L73 psi 12. CONTRACTOR SHALL PROVIDE AND INSTALL TWO HOT WIRES TO EACH VALVE. CONNECT ONE (BLACK) AND 1 H SECOND (RED) WILL Fittings Loss: 0.47 psi BE A SPARE. ONE (BLUE) WIRE SHALL BE USED FOR THE MASTER VALVE. VERIFY WITH C.O.B. Elevation toss: 0.00 psi 15 CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF EXISTING MAINLINE TO PROPOSED MAINLINE. CONTRACTOR SHALL VERIFY ALL 13. CONTRACTOR SHALL. PROVIDE AND INSTALL TWO ROD T WA-ERNG SYSTEMS PER TREE. VERIFY WITH C.O.B. FOR EXACT Loss through Valve: 3.90 psi EXISTING MAINLINE CONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO CONFIGURATIONS. Pressure Req. 3t Critical Station: 39.11 psi COMMENCING WORK. 14. CONTRACTOR SHALL PROVIDE AND INSTALL A SCHEDULE 80 PVC UNIONS .AND BALL VALVE, THE SAME SIZE AS THE VALVE, AT EACH Loss for Fittirt 0.10 psi VALVE LOCATION VERIFY WITH C.0.8 FOR EXACT CONFIGURATION. 16 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHAL BE RECONNECTED TO EXISTING CONTROLLER. 15. TFIE DEVE!-OPER SHALL BE RESPONSIBLE FOR ASSURING THAT ANY CONCRETE FOOTINGS FROM TADJACENT BLOCK WALL DOES Loss for MaHE Line: 0.96 psi CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING NOT INTERFERE INITH THE INSTALLATION AND/ OR LOCATION OF THE IRRIGATION AND LANDSCAPE MIAFERIAI S Loss for POC to Valve Elevation: 0.00 psi WORK AND UPON COMPLETION OF WORK. 16, CONTRACTOR SHALL PRESSURE TEST MAINLINEAT A MIN- OF 125 PSI FOR (2) HOURS. TORE VERIFIED BY WITH C.O.O. Loss for Backi(ow: 12.26 psi SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN A VALVE DEC & CITY'S APPROVAL. SPLICES SHALL BE IN A VALVE Loss for Master Valve: 3.90 psi 17 CONTRACTOR SHALL. BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS BOOX. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE LOCATION. LABEL ALL WIRES V,11TH WATERPROOF MARKERS AT ALL SPLICE, Loss for Water Meter'. 0.40 psi AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACT OR CHAT REPAIR SAID SYSTEMS 10 A LIKE NEW MANNER, PROVIDING NO VALVES. & CONTROLLER LOCATIONS. Critical Station Pressure at POC: 56.73 psi LESS THAN 100 SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL, AREAS 17. DO NO WILLFULLY INSTALL THE IRRIGATION SYS`EM AS SHOWN ON THE PLANS I/`/HEN IT IS OBVIOUS IN THE. FIELD OBSTRUCTIONS, Pressure Available 90.00 Est REQUIRING MODIFICATION HATH OWNERS AUI HORIZED REPRESENTATIVE PRIOR TO BIDD!NG `WORK AND PRIOR TO COMMENCING WORK. GRADE DIFFERENCES, OR DIFFERENCFS IN THE AREA DIMENSIONS EXIST THAT MAY NOT HAVE BEEN CONSIDERED IN THE DESIGN. - _-- _-_-- Residual Pressse.Available -- - psi 33.27 ANY OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT UP TO THE ATTENTION OF THE CITY OF BAKERSFIELD RECREATION AND 18 CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED PARKS DEPARTMENT IN WRITING. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NESCESS,4RY. CON1'RACI'OR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND RESPONSIBILITY FOR ANY REVISIONS NECESSARY Ar NO EXPENSE TO THE OWNER. DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 18. THE CONTRACTOR SHALL UTILIZE .AND OR PROVIDE AN EXISTING IRRIGATION MAINLINE AND WIRES FROM AND OR TO ANY ADJACENT PHASE LINE OR DEVELOPMENT LIMITS TO COMPLETE ANY CURRENT OR FUTURE IRRIGATION SYSTEMS, PROVIDING THE SYSTEM CAN 19 CONTRACTOR SHALL FIE:: -D VERIFY DEPTH! AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO PROPERLY MEET I HE DESIGNED CONDITIONS. SHOULT i THE CONTRACTOR BE REQUIRED TO UTILIZE THE EXISTING FUTURE SERVICES. COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. THE EXISTING IRRIGATION SYSTEM SHALL BE UPDATED WI I'IT ALL THE NECESSARY IRRIGATION EQUIPMENT AS PART OF TEH CURRENT PROJECT, HERI LE DIRECTION OF THE CITY'S RECREATION AND PARKS DEPARTMENT'S' REPRESENTATIVE. 20 CONTRACTOR SHAL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND V40 LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS INHERE PIPE CROSSING WILL OCCUR. 21 EXISTING IRRIGATION IN ADJACENT AREAS SHALL. BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF -'- __-.------_-'-- '--""--'- ----------- --"------- - ----------- NECESSARY. 22 CONTRACTOR SHALL- BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL site tR8Ff71rmartion REPLACE WITH SAME MANUFACTURER AND N40DEL. Sit* Name 4 TR 6137 PH 2&3 Crand Canyon Streetscope 23 THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL Site, ii ReSlden6a! DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO T'HE OWNER THE OWNER'S REPRESENTATIVE MUST REVIEWANy REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO Annual Eta Ilr4 hels) yF'),4 S2.4 COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 24 CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK, ALL EXISTING IRRIGATION SYSTEMS SHALL. BE VERIFIED IN THE FIELD AT START ALL g� Hy*ozone-or DG' hilorozone Estimated OF CONSTRUCTIONS. EXISTING MAINLINES, RCVS. BACKFLOW DEVICES,t��, ( p (PF) EtA..: DG��, (.. F/ i 417t�1;. 1 Water CONTROLLERS. METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY methm p y� dl t ), � :�. _ INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID - _ J1,rR, SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND yl APPROVAL. NOTIFY THE OWNERS AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL Re 41},ar L£13Si '.Ari$_ .PROCEED WITHOUT' APPROVAL OF SAID SHOP DRAWINGS C1 0.3 iiow E rip 0.62 A 312 8263,754 25 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS -GUILTS FROM OWNER'S AUTHORIZED 0.3 LOW[}r#Y81 0.4_., 1.'x # �a..� 40 REPRESENTATIVE PRIORTO COMMENCING NfORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS AFFECTED IN FIELD WITH OWNERS AUTHORIZED RL-PRESEN'TATIVE PRIOR TO COMMENCING WORK. ALL LABOR AND MATERIALS 'WORK ca 03 LOW Drip 0191 0,Q. 320 119 1850 REQUIRED TO IRRIGATE AREAS WITHIN THE 'UMI I S OF AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THIS CONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE C40.3 LOW tri., .0,81 (jA 96 36 1155 EXISTING ADJACENT IRRIGATION SYSTEMS. CS 03 Low t^arl 0.81 0A 344 W 4 238 26 ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT - ,�,. 0.3 LOW Drip (L811 so 30 963 SHALL BE AS APPROVED BY. LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL. OF !LAYOUT. ^ 4. [Trip 0As. 0.4 1 21.6 so 27 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, :. Q.,a Ll%E141 Ltr1pt.1 c`1;4 180 20. INCLUDING BUT NOT LIMITED TO P V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND Sll TIAL "'' Ap66x.1T LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. Special Landscape Areas 28 CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNERS AUTHORIZE[) REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH 9 0 OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. - - - 29 CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES EASNIENTS, AND OTHER RELATED EQUIPMENT, CONTRACTOR SHALL. VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 12. 0 30 CONTRACTOR SHALL. BF RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED 6Y ROUTING NEW WIRES TO CONTROLLER AT BID ADDITIONAL COST TO THE OWNER. Stif TOT'AC +} 0, 0 0: 31 CONTRACTOR SHALL. MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING EStim8ted Total Water Use WWI -4 CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. -. 32 CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANTMATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ,ANY PLANT MATERIAL ANDD/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO ALIKE NEW CONDITION AS PART OF CONTRACT. 33 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND err COW80011i Notes.) UPON COMPLETION OF WORK_ NO DISRUPTION OF EXISTING ADJACENT IRRIGATION SYSTEMS WILL BE ALLOWED COMPLETE AUTOMATIC OPERATION SHALL BE MAINTAINED FOR ALL.4DJACENT EXISTING IRRIGATION SYSTEMS THROUGHOUT CONSTRUCHON. .ALL ADJACENT SYSTEMS SHALL Regular Landscape Areas MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. Total F1"&FX Area 6211 6'i'ltttt meets TvGA+a116s requirement. Total Area 1,676 Average ETAF 0,37 Average 6T'AF meets requirement forthis site type. Total ET4F X Area 63, Calculator NY$f�} ydl/ i e}a}�yry �yiy INa.vMg-290_IDI�O Oe49n JobadakarsfielNS56HomeSN s1¢fdm aIOWORK!NGORANiFGSL01-VN}yISIRRIGA➢VN.aw9 Total^`rea dAilJV !hiss-#'IC;�laorls foY�.stimai T'+'F:i `! 4 Sife+i I 'PAF . 0.37 #it�nter assumes itcabi # Ise 1 onoLayout ILIA ,, Gam I _SYMBOL MANUFACTURER/MODEL/DESCRIPTION 17 1 tt RAIN BIRD 1804 -SAM -PRS W/ HUNTER -PCN BUBBLER FLOOD BUBBLER. 4.0"POP-UP, FACTORY INSTALLED DRAIN CHECK VALVE. e o m ® RAIN BIRD RWS-B-C 1401 1402 14041406 ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0" LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, AND CHECK VALVE. RAIN BIRD BUBBLER OPTION AS INDICATED'. 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM., 1408 2.0 GPM. WITH SOCK. SYMBOL MANUFACTURER/MODEUDESCRIPTION RAIN BIRD FES 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. RAIN BIRD 44 -LRC 1" BRASS QUICK -COUPLING VALVE, WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2 -PIECE BODY. NEOC T-113 CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL 0 HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 1/4" - 3" V) KCPFLOW-COMBO-1501-1/2" 2" MAST ER VALVE AND 1-1/2" FLOW SENSOR COMBO. PURCHASED FROM KERN TURF SUPPLY. `9 FEBCO 325Y 2" REDUCED PRESSURE BACKFLOW PREVENTER ED RAIN BIRD ESPBLXMEF WITH (04) ESPLXMSM4 24 STATION COMMERCIAL CONTROLLER. WITH STRONG BOX S822SS AND KCP 113 GROUNDING ROD. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. IQ COMMUNICATION CARTRIDGE RB91Q4613B. PURCHASED I FROM KERN TURF SUPPLY. ® RAIN BIRD RAINGAUGE KCPLXME-RG RAIN SENSOR WITH VANDAL GUARD FOR MAXICOM OR i I SITECONTROL CUSTOMIZES WEATHER DATA BY _. PROVIDING SITE-SPECIFIC RAINFALL MEASUREMENTS, I§!f AND SENDING TO CENTRAL CONTROLLER DAILY. IG EZ-FLO FERTILIZING SYSTEMS E7005 -FX ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER. USED FOR SMALLER COMMERCIAL LANDSCAPES, RESILIENT IAL, HORS, MODEL HOMES, AND GROWER APPLICATIONS. INSTALL DIRECTLY IN THE IRRIGATION 4 SYSTEM MAIN LINE AFTER THE BACK FLOW PREVENTER. TANK CAPACITY. 5 GALLON (FOR 30,000-35,000 SQ. FT. OF MIXED LANDSCAPE). 1. BE _ V.I.T. STRONG BOX SBBC-45SS r STRONG BOX SMOOTH TOUCH STAINLESS STEEL ENCLOSURE, WITH STRONG BOX POLAR BLANKET. PX W SX WIRE BUNDLE (AS INDICATED FOR FUTURE USE) CX SPARE CONTROL WIRE BUNDLE FOR FUTURE USE IN JUNCTION BOX. (6) P=PILOT WIRES [BLACK], (5) S=SPARE 0 WIRES [RED], (1) C=COMMON [WHITE] WIRE BUNDLED- COIL WIRES IN VALVE BOX, AND RUN CONTINUOUS WIRE BACK TO CONTROLLER. LABEL_ EACH WIRE WITH A PLASTIC I.D. TAG AT THE WIRE BUNDLE AND AT THE ( CONTROLLER. X H ! X n CAP FOR FUTURE USE EXTEND MAINLINE, INSTAL GATE VALVE & FUTURE WIRE BUNDLE IN JUMBO VALVE BOX PER C.O.B. IRRIGATION NOTE 018, SHEET LI -4 Id WATER METER 2" CITY OF BAKERSFIELD IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 - IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 DRAWING TITLE: IRRIGATION _ ___ 'ave number •. �F vows .a.N \�•�-- -- ver:. i;iae /w4, >rt Sir �R�Z�INF RMATY N TABLE HYDROZGNE° ZONE OR IRRIGATION AREA (Sq. Ft) %GF LAti VALVE METHOD LW C1 B 312 0.186158 LW C2 B 128 0.076372 LW 03 B :320 0,190931 LW U4 B 96 4.057279 LW C5 B 344 0 205251 LW C6 B 80 0,047733 LW7 B 216 0.12 7 c ss 8 LW 08 B 180 0.107399 1676 " Hydrozone HW = Nigh Water Use Plants MW - Medlum Water Use Plants LW = Low Water Use Plants QTY PSI 347 30 76 30 QTY 8 8 4 1 5 1 1 1 1 PA 2 1 3,496 L.F. 1,677 LF. 153.9 L.F. Irrigation Method MS = Micro Spray S - Spray R = Rotor S - Bubbler b = Drip O = Other Design�Studios F1111 661 -241 -solo Faz 661-24!-5094 ni n S & S HOMES OF THE CENTRAL COAST, INC. Lu 0- U W QU w � Q 0 J E Lu L wx M LL F � f o N WEU a _ Q MCO _ 0 VISTA MONTAIR PHASE 2 & 3 STREETSCAPE 1.5-6137 Ph 2 & 3 x , o 0 I I 1 i I 111 _. I§!f I 4 z p 0 H ! w rc DRAWING TITLE: IRRIGATION NOTES & CALCS I i /�,NNDSf9pF /w4, >rt Sir �I Ixt� Jq / �� OF CALY5�4 DATE: 50/26/2018 SCALE: NA DRAWN BY: MM JOB NUMBER: 1497761 SHEET: L14 SHEET 5 OF 14 VISTA MONTAIR PHASE 2 & 3 STREETSCAPE 1.5-6137 Ph 2 & 3 SHEET LI -1 I LP -1 �LL ----_ KEY MAP OIL PREPARATION PER 1,000 S.F. CU. YDS. NITROL.IZED WOOD SHAVINGS OR EOL 1 LBS. 15-15-15 FERTILIZER OTO -TILL TO DEPTH OF 8" (FOR SLOPES 3:1 AND Ll SS) CKFILL MIX 6PARTS OF NATIVE ON-SITE SOIL 4 PARTS OF NITROLIZED SHAVINGS OR EQUAL 1 LBS. OF GRO-POWER PLUS PER CUBIC YARD 0 Mix GR PLANTING TABLETS D E (1) per each 1 -GALLON PLANT O (2) Per each 5 -GALLON PLANT T REE (3) Per each 15 -GALLON PLANT PI E (5) per each 24" -BOX PLANT ° R BID PURPOSES ONI-Y PENDING 3 ILS TEST AND RECOMMENDATIONS. NTRA- RTO PROVIDE SOILS TEST TOR TO ANY PLANTING ACTIVITY. ANN GRAND CANYON - 4. LOCATE AND MARK ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT. PROTECT FROM DAMAGE ALL UTILITIES, AREAS AND STRUCTURES Design�Studios MOIST FRIABLE CONDITION. TREE EXCAVATIONS MAY REQUIRE ADDITIONAL IRRIGATION. FLOOD TREE PITS AS REQUIRED TO MOISTEN CRAPE MYRTLE NATURAL MULTI -TRUNK IN AND AROUND LANDSCAPE WORK AREAS. ASSUME FULL RESPONSIBILITY AND EXPENSE FOR REPAIR AND REPLACEMENT OF DAMAGES CAUSED BY , -- ------ CONTRACTOR. B. WE U U REQUIRED BY FIELD CONDITIONS AND TO ALLOW OPTIMAL IRRIGATION COVERAGE, U OLEA EUROPAEA'SWAN HILL' TM 24"BOX LOW 19 5. LOCATION OF N.LC. CONSTRUCTION ELEMENTS SUCH AS LIGHTS. SIGNS, VENTS, HYDRANTS, TRANSFORMERS, AND OTHER STRUCTURES OR C. PLANT QUANTITIES GIVEN ON PLANT LEGEND ARE FOR GENERAL GUIDANCE ONLY. PROVIDE THE SPECIFIED PLANT SPECIES IN THE QUANTITIES 0U3 o CV W u a ELEMENTS ARE APPROXIMATE, CONTRACTOR SHALL VERIFY FIELD CONDITIONS WHETHER SHOWN HEREON OR NOT. WHEN SHOWN ITEMS 00 NOT AT THE REQUIRED SPACING TO ACHIEVE THE DESIGN EFFECTIINTENT SHOWN ON THE PLANS. I\ SWAN HILL OLIVE CORRESPOND TO FIELD CONDITIONS, REPORT DISCREPANCIES TO OWNER'S REP. FOR CLARIFICATIONS AND INSTRUCTIONS PRIOR TO PROCEEDING D. -------- U ®i GENERAL PLANTING NOTES WITH WORK. --_— -- — 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. SHRUBS BOTANICAL NAME CONT WUCOLS QTY 6. PLANTING ACCESSORIES 8 MATERIAL: I . REFER TO PLANTING PLANS, PLAN NOTES, PLANT LEGEND, AND PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION. REFER TO IRRIGATION 9. LAWNSINSTALL VARIETY AS SHOWN ON PLANS AND IS SUITED FOR THE LOCAL CLIMATIC CONDITIONS,: SUBJECT TO OWNER'S REP.'S APPROVAL PLANS, NOTES AND DETAILS FOR RELATED LANDSCAPE WORK. G. INSTALL Y DEEP WALK-ON BARK MULCH IN SHRUB BEDS. I �` ACACIA REDOLENS TOWBOY' 2. NOTIFY OWNER'S REPRESENTATIVE (REP.) 48 HOURS MINIMUM PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION A. ROTOTILL TO 6" DEPTH AND GRADE SOIL TO SMOOTH GRADIENT AT 1 INCH BELOW FINISH GRADE. B. INSTALL PLUGS PER MANUFACTURER'S RECOMMENDATION. ^ ! PLANT SCHEDULE �- SCHEDULE C. IRRIGATE LAWN THOROUGHLY AFTER INSTALLATION. ADJUST SPRINKLERS AS NECESSARY FOR UNIFORM COVERAGE. CONTINUE REGULAR m IRRIGATION UNTIL SOD ROOTS ESTABLISH INTO SOIL AND THROUGHOUT MAINTENANCE PERIOD. B. TREE GUARD: 4" DIA. X 9" HT. PLASTIC TRUNK PROTECTOR, "ARBOR GUARD" BY DEEP ROOT PARTNERS, 800-458-7668 OR APPROVED EQUAL, 11. WARRANTY: WARRANT PLANT MATERIAL AND IRRIGATION SYSTEM FOR ONE YEAR FROM FINAL ACCEPTANCE OF COMPLETED WORK. REPLACE 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK, IMMEDIATELY NOTIFY OWNER'S TREES BOTANICAL NAME CONT CAL WUCOLS QTY DEAD OR DYING PLANTS AND BROKEN IRRIGATION COMPONENTS WITHIN THIS PERIOD. REPRESENTATIVE OF FIELD CONDITIONS THAT VARY FROM THOSE SHOWN ON DRAWINGS AND SEEK CORRECTIONS AND DIRECTIONS BEFORE 10. PLANTING TABLETS FOR 5 GALLON SIZE PLANTS, ONE 10 -GRAM TABLET FOR i GALLON SIZE, PROCEEDING WITH WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 1^�, i D. ROOT BARRIER: LINEAR 18' 20 ROLLS, OR APPROVED EQUAL. ARR A. IRRIGATE PLANTING AREAS TO BRING TOP 6" OF SOIL TO FIELD CAPACITY. ALLOW SOIL TO DRAIN. DC NOT WORK SOIL UNTIL IT RETURNS TO A • LAGERSTROEMIA INDICA 24"BOX LOW 20 1 GAL LOW 184 4. LOCATE AND MARK ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT. PROTECT FROM DAMAGE ALL UTILITIES, AREAS AND STRUCTURES Design�Studios MOIST FRIABLE CONDITION. TREE EXCAVATIONS MAY REQUIRE ADDITIONAL IRRIGATION. FLOOD TREE PITS AS REQUIRED TO MOISTEN CRAPE MYRTLE NATURAL MULTI -TRUNK IN AND AROUND LANDSCAPE WORK AREAS. ASSUME FULL RESPONSIBILITY AND EXPENSE FOR REPAIR AND REPLACEMENT OF DAMAGES CAUSED BY Vdone 661-2L1-51'90 SUBGRADE. CONTRACTOR. B. PLACE PLANTS IN THEIR CONTAINERS AT THE LOCATIONS PER PLANS FOR APPROVAL BY OWNER'S REP. MAKE MINOR ADJUSTMENTS AS U U REQUIRED BY FIELD CONDITIONS AND TO ALLOW OPTIMAL IRRIGATION COVERAGE, U OLEA EUROPAEA'SWAN HILL' TM 24"BOX LOW 19 5. LOCATION OF N.LC. CONSTRUCTION ELEMENTS SUCH AS LIGHTS. SIGNS, VENTS, HYDRANTS, TRANSFORMERS, AND OTHER STRUCTURES OR C. PLANT QUANTITIES GIVEN ON PLANT LEGEND ARE FOR GENERAL GUIDANCE ONLY. PROVIDE THE SPECIFIED PLANT SPECIES IN THE QUANTITIES 0U3 o CV W u a ELEMENTS ARE APPROXIMATE, CONTRACTOR SHALL VERIFY FIELD CONDITIONS WHETHER SHOWN HEREON OR NOT. WHEN SHOWN ITEMS 00 NOT AT THE REQUIRED SPACING TO ACHIEVE THE DESIGN EFFECTIINTENT SHOWN ON THE PLANS. I\ SWAN HILL OLIVE CORRESPOND TO FIELD CONDITIONS, REPORT DISCREPANCIES TO OWNER'S REP. FOR CLARIFICATIONS AND INSTRUCTIONS PRIOR TO PROCEEDING D. PLANT GROUND COVER AND SHRUB MASSES ACCORDING TO TRIANGULATED SPACING DIAGRAM UNLESS OTHERWISE SHOWN OR NOTED. WITH WORK. 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. SHRUBS BOTANICAL NAME CONT WUCOLS QTY 6. PLANTING ACCESSORIES 8 MATERIAL: F. PLANT TREES.. SHRUBS, VINES, AND GROUND COVERS AS SHOWN ON DETAILS. G. INSTALL Y DEEP WALK-ON BARK MULCH IN SHRUB BEDS. I �` ACACIA REDOLENS TOWBOY' 1 GAL LOW 72 A. TREE TIE: CINCH TIE, BY V.I.T. PRODUCTS. 800-729-1314 OR APPROVED EQUAL. z m BANK CATCLAW B. TREE GUARD: 4" DIA. X 9" HT. PLASTIC TRUNK PROTECTOR, "ARBOR GUARD" BY DEEP ROOT PARTNERS, 800-458-7668 OR APPROVED EQUAL, 11. WARRANTY: WARRANT PLANT MATERIAL AND IRRIGATION SYSTEM FOR ONE YEAR FROM FINAL ACCEPTANCE OF COMPLETED WORK. REPLACE C. FERTILIZER TABLETS: AGRIFORM 20-10-5, THREE 20 -GRAM TABLETS OR APPROVED EQUAL FOR 15 GALLON OR LARGER SIZE TREES, TWO 10 -GRAM DEAD OR DYING PLANTS AND BROKEN IRRIGATION COMPONENTS WITHIN THIS PERIOD. TABLETS FOR 5 GALLON SIZE PLANTS, ONE 10 -GRAM TABLET FOR i GALLON SIZE, 1^�, i D. ROOT BARRIER: LINEAR 18' 20 ROLLS, OR APPROVED EQUAL. ARR :,� BERBERIS THUNBERGIPROSE GLOW 1 GAL LOW 184 E. MULCH 3" LAYER WALK- BARK MULCH IN ALL PLANTER AREAS. SUBMIT SAMPLE FOR APPROVAL. C H E D E 8 7 C REFERENCE N TE SCHEDULE i7 f-i-.L.J1'.1L-.G ROSY GLOW BARBERRY 7. PRE -PLANTING PREPARATION' ._... FENCE FESTUCA MAIREI 1 GAL LOW 46 A. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED, AND APPROVED BY OWNER'S REP. PROTECTSYMB OL DESCRIPTION QTY DETAIL ATLAS FESCUE IRRIGATION SYSTEM FROM DAMAGE. —'-' - ---- - B. ROUGH GRADE PLANTING AREAS UNIFORMLY SMOOTH, DEVOID OF DEPRESSIONS, TO CONFORM TO THE GRADING PATTERNS ESTABLISHED BY �0il;i - F-01 8'-0" VIEW FENCE, REFER ?O DETAIL 1,202 LF. V. LPD -4 CIVIL ENGINEERING DRAWINGS. ENSURE POSITIVE WATER REMOVAL TO DRAINAGE ELEMENTS OR STRUCTURES PROVIDED BY OTHERS. NOTIFY . 2 e OWNER'S REP. WHEN ADDITIONAL. AREA DRAINS AND UBS i ARE DRAINAGE SUBSURFACE S U E REQU RED FOR PROPER DRAINAGE OF PLANTING AREAS. 3 '.J LEUCOPHYLLUM FRUTESCENSCOMPACTA 5 GAL LOW 45 C. ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING WALLS AND FOUNDATIONS FOR PLANTING AREAS ADJACENT SUCH STRUCTURES. PAVING 0 COMPACT TEXAS RANGER D. REMOVE ALL ROCKS GREATER THAN 2" DIAMETER AND ALL DEBRIS AND DELETERIOUS MATERIAL. FROM PLANTING AREAS. SYMBOL DESCRIPTION QTY DETAIL E. PREPARE PLANTING BEDS PER SOIL TEST REPORT'S RECOMMENDATIONS, ADDING AMENDMENTS, FERTILIZER, AND OTHER MATERIAL AS N NOTE: SEE SHEET LCD -3 FOR PLANTING DETAILS AND C.O.B. PLANTING AND SPECIFIED TO SITE TOP SOIL. ! __01 CITY SIDEWALK, REFER TO CIVIL PLANS MAINTENANCE NOTES 8. PLANTS: ALL PLANTS OF THE SAME SPECIESICULTIVAR/VARIETY SHALT_ 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 NOTE: SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS SPECIES, SIZE AND FORM. =a 1°111'_°•ate "•roake�•d s°"maal =�Mo, ,1�RK1N°°RAwN°61 °I-wa > PIAMIN NOTE: ALL PLANTER AREAS TO RECEIVE 3" LAYER OF BARK MULCH PER CITY LaYOW. L0.\ 04 2018 s°am STANDARDS. K II 2� S r'=zc'-a" 20' 0' 10' 20' 40' VISTA MONTAIR PHASE 2 & 3 STREETSCAPE 1.5-6137 Ph 2 & 3 Design�Studios ea kersLeld C'Ilfornlo 93308 Vdone 661-2L1-51'90 Far 66I2a 1 S & S HOMES OF THE CENTRAL COA91, INC. W U U Lu U W M =� L 0U3 o CV W u a Q S m I\ M co v z m i Edi �0il;i o;o 2 e 0 3 0 N DRAWING TITLE: PLANTING PLAN K Ocl_o6k201tl \yt ""T�me�o. ao1• 1� OF C04�4� DATE: 102612018 SCALE: 1" = 20'-0" DRAWN BY: MM JOB NUMBER: 1497761 SHEET: LP -1 SHEET 6 OF 14 VISTA MONTAIR PHASE 2 & 3 STREETSCAPE 1.5-6137 Ph 2 & 3 -- \` \ \ u Vk L. U Dm.ng nOI DI'D_De tgn JObs%BakersnelN &9 Hunes\Vmta Muilzr VORKNG DRAWINGSILDWOAVIA F1AN11NG,tlwg Lry., l I P-2 Uec 04.2016.5n41m PLANT SCHEDULE TREES BOTANICAL NAME LAGERSTROEMIA INDICA CRAPE MYRTLE NATURAL MULTI -TRUNK OLEA EUROPAEA'SWAN HILL' TM SWAN HILL OLIVE_ SHRUBS BOTANICAL_ NAME CONT WUCOLS (� ACACIA REDOLENS'LOWBOY' 1 GAL LOW BANK CATCLAW BERBERIS THUNBERGII'ROSE GLOW 1 GAL LOW ROSY GLOW BARBERRY o FESTUCA MAIREI 1 GAL LOW ATLAS FESCUE - LEUCOPHYLLUM FRUTESCENS'COMPACTA' 5GAL LOW COMPACT TEXAS RANGER QTY „• \ \� V A 72 NOTE: SEE SHEET LCD -3 FOR PLANTING DETAILS AND C.O.B. PLANTING AND MAINTENANCE NOTES 184 NOTE: SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS 46 NOTE: ALL PLANTER AREAS TO RECEVE 3" LAYER OF BARK MULCH PER CITY STANDARDS. 45 NOTE: REFER TO DETAIL "TYPICAL SIGHT LINE REQUIREMENTS FOR LANDSCAPING" PER STD. T-11 & T-12, SEE SHEET IPD-4. BAKERSFIELD `1 SHEET LI -21 LP -2 44711ft r=zo-o° 20' 0' 10' 20 40' _ a Desig n�5tudios 9a4ersf Ib�C ( nIa�93308 AFane tib 2 I-5096 !ax 6 1 2A1-509^ I I I I S & S HOMES OF THE CENTRAL COASC, SNC. LLI Q U w Q W U U W M LL a 06 U) L o of L W 4 N T Y > MQ •. co I H VISTA MONTAIR PHASE 2 & 3 STREETSCAPE 1.5-6137 Ph 2 & 3 o � % - y Wi K ' DRAWING TITLE: PLANTING PLAN yANDsc4p O� v 0. �1 A oa 2e 1018 �* a �T b,ember3g1o19 1' HTF �F C 1L14��� DATE: 10/26/2018 SCALE: 1" = 20'-0" DRAWN BY: MM JOB NUMBER: 1497761 SHEET: LP -2 SHEET 7 OF 14 VISTA MONTAIR PHASE 2 & 3 STREETSCAPE 1.5-6137 Ph 2 & 3 _ A I I I ��a AREA OF SLOPE PR OTEC-FION PER DETAIL Y, (P0 4.LD{_L{ 0710F, VVOI�K Drewlrg: Z Lo11n_Des19"Jot,sOakei V*S h S Ho Ii W,sln Mev rIMRKING DRANNGSILDFN V, -PLANTING Gwg Layout LP -3 Uv 04, 2018, 5'.Qym PLANT SCHEDULE -- TREES BOTANICAL NAME CONT CAL WUCOLS QTY LAGERSTROEMIA INDICA 24"BOX LOW 20 CRAPE MYRTLE NATURAL MULTI -TRUNK OLEA EUROPAEA'SWAN HILL' TM 24"BOX LOW 19 SWAN HILL OLIVE SHRUBS BOTANICAL NAME CONT WUCOLS QTY ACACIA REDOLENS'LOWBOY' 1 GAL LOW 72 BANK CATCLAW 4 i s BERBERIS THUNBERGWROSE GLOW 1 GAL LOW 184 ROSY GLOW BARBERRY FESTUCA MAIREI 1 GAL LOW 46 ATLAS FESCUE LEUCOPHYLLUM FRUTESCENE:'COMPACTA' SGAL LOW 45 COMPACT TEXAS RANGER NOTE; SEE SHEET LCD -3 FOR PLANTING DETAILS AND C.O.B. PLANTING AND MAINTENANCE NOTES NOTE: SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS NOTE: ALL PLANTER AREAS TO RECEIVE 3" LAYER OF BARK MULCH PER CITY STANDARDS. NOTE REFER TO DETAIL "TYPICAL SIGHT LINE REQUIREMENTS FOR LANDSCAPING" PER STD. T-11 & T-12, SEE SHEET IPD-4. BAKERSFIELD u SHEET LI -31 LP -3 � KEY MAP rflo Rr 1'=21T -G" 20 o' 10' 20' 40' VISTA MONTAIR PHASE 2 & 3 STREETSCAPE 1.5-6137 Ph 2 & 3 Design�S[udios 66i -2G1-5099 fax"e 661-2a i-5094 S & S HOMES OF THH(EN7E2d COASTMC. W a U U U W M LL a 06 z W = Q > a m c-> CID yV� F $ a £ m I I I t k i 2 N I DRAWING TITLE: PLANTING PLAN yNtDSCgpA z. 1 *� 0,121, mIx I* CAI, DATE: 10/26/2018 SCALE; V = 20'-0" DRAWN BY: MM JOB NUMBER: 1497761 SHEET: LP -3 SHEET 8 OF 14 VISTA MONTAIR PHASE 2 & 3 STREETSCAPE 1.5-6137 Ph 2 & 3 P: of vdw Do, rale YJ a th' rr (,pr/rae err of -- We Sc6odue 611, ter orate flop aF � Nrr/'n an vrj. 75' xspmsm icor for d wires. r FieFs9ad weds Ssneda'a eU IK' Mire � IAJ�.��IPl TRfJt YAL L4E Coram ND IF.E: Mba Fxha Ail irrgaltrn c. Fed un' shd; mcorde o S eFehke 83 Wre lO log- "coefthij», Concrete bolas sW ere fhrvs(y go, iPe o" wxr fbmeb vile of ether OF fMh Meat m m„ 0 ropvae` egVel. Sohedole 60 Pic — 'sec stall !elope 9` as sea beta 'R" z, mu ore,tin fecebe 0. weav ,,F O_' OY'e ws .'fleet '1 All more and/a^ upgraded erretolm s}afam5 shat' Mdoor. (caro') wore shat be.Aeak Ctrnmw woe sVwR be w1vrffi idrg4•' r . I ,-sFcNetm of s:rko' cz} cammtn woe ,wit r' led i �. tegu. . 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Cmkrocta" .reale owodsia's fa' cob fjmg a'I at Rain ,3rd rete` tests amT rt�faiaLvll f y��✓' �u A% �/Jr /Pwranm,{a x?deJa may IS, Aetd msld'ufrorr, STAND+' -tri(.} ��wNe n�d,"refs f.DtAfNERCIAL%M'1L.Ti-FetMYY suer STANDARD m; z DRIVE APPROACH.:—T`PC � RK'-ATI^N CONT&C�LLER �`ccrtn P' w-OUNDINf DETAIL u- a rs i.JYY OF STd na'.+amia arrm+w rc..i �r m; a :are woes I,ewR C"OF,3LBAKERA FFILD L_20 I G:' @tWEPH�LLN�M]Im) 'J@ARM::M1? �� IKIr 3T_4 DRIVE APPROACH - TYPE `�" �� L -2U I IGATION CO TROLLER i GROUNDING 1` r.s. \ N.T.S N. FINISHED GRADE IN TURF AREAS PLASTIC PURPLE RECTANGULAR VALVE BOX WITH SOLT DOWN COVER, USE STAINLESS BOLT. NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV ONFC LID, GATE VALVE. SEE LEGEND FOR SPECIFICATION — FINISHED GRADE IN SHRUB AREAS F, r TIF- ^�-- -PRESSURE SUPPLY LINE ''. r 2" MIN, a DEPTH AS PER SPECS. rI LX :0 , "y' fib PVC MALE RDAPTER —BRICK SUPPORTS I —BRASS UNION A BRASS NIPPLE - t ANDSCAPF FABRIC all ai 3/4" ROCK, 2 CUBIC FT. NOTE: BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF GATE 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 MAINLINE DEPTH. N.T.S. rg C,U, AMk WC ,11 lloc111l p4`, P b sh',521 DIWACNIdDETPILS avg rt IPO-, A-16 20113IS,11 ie tel eggsepidte wet Fdm Bin Rf ✓etwSSnq rcra not sadry au'ru.re/ Nnr/ Lndasvr2 Yroe pant SIFacYad 1t '.IIrg b,. fnatcevn seeped. fo boss (6 place+). 2C I d'av se+g bast ;masa o c .Trete eats Ak'.1 bot: (*MI tiddq cMCate uvreV a nsett M aA^r 3` m&I one",, MM ,Md, f..,re9a fits, r s7eo pe Oh s and 4rq sang dao (dad mMw dors) rtrva Ccd,r cote acre boo, r' nidxnem Gid LewrrG .ufe«.t 1 exiaw,e STANDARD BACKFLOW ENCLOSURE a a. �i F,mhe Gad b l a Carglk 11 C."d 11tH tc 3attdRe ConAralldr Ekatr IMrs Cirrrif Ren t a PER Scores Nesftta ✓dw L� Ww Bcr w/lScrmy In {'sof 6foaC 7t✓e ct 115" do up of Lid in IAg@ of coats u RAW Seasln3,pup of CC(tj� 50teO,ttcavu6-A, Ars"bvy wt rope ---A Fort &d PS t1Dv 5§ ser FLOW — �iC PPE ER I I (R OF T PIPF � J" ,er Si 3,R -heed M^rnzd 6'Mrt4 --cox rl sr`dl —e000arEc ���(t arz) NODS i, Bah bud PER SNbaKoster, &A, w/SOL-ADA Bra A SNenoxf adapt,- k t ,s mon A.Nred by he Ree ow Cxoarat m and sueof as per apaamd pons e of spertmbaas WSW mlm who secu be sage sbmd 00 AAS' Lappa' rov •ifb blue ,demoted .0 tD rag 2, Haid MN F5 5,w 90w Kia arced M par 4womd Atadt Scecowaas end meWfdth d,6 /ll'p nwmdtwtz flo, teener ddde save dr /76J AK /d par w(M 40m wise Sedaw".d c.aurrxtbr ca* s m*d and dmaW, as -adn tk1tved` by Fpge decile, Iii; frearo CA Raw senw wnI ,ard be nsfadro e a "roe I 49 co,,awl van 0 tag N.T.S. J Ydw AMA shall be I/T' dead, fin&W grade te torr mad and 0* sbdd, bed, menti» m P(ofe, dere. A Ab matenm a,d shO pa sae and Dae ban rTpry{Rri(M.9 b Any and ail am p*s aaa4 be appmM by Me AIP,Klm,, and P'c:kx fObvII pw, !a mvpknMntaA-rt d, 0 STANDARD MASTER VALVE AND FLOW SENSOR --- PLASTIC PURPLE RECTANGULAR VALVE BOX WITH BOOT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. !I BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND 'FS" ONTO LID. -- PLASTIC PURPLE RECTANGULAR VALVE BOX WITH NOTE: BOLT DOWN COVER, USE STAINLESS BOLT, NUT. AND WASHER. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION 1. EACH CONTROLLER ASSEMBLY BOXPLACED RIGHT ANGLE TO HARDSCAPE EDGE.. NEE "AT BRAND "MV" ONTO LID. LIC SHALL BE SHALL BE EQUIPPED WITH A MASTER VALVE RELAY ASSEMBLY i-- p - FINISHED GRADE IN SHRUB AREAS (MVR). THIS ASSEMBLY SHALL c CONTROL VALVE. SEE LEGEND FOR SPEC. CONSIST OF A RELAY PRE WIRED TO j Erni anartrrralrlryl� - �- THE TERMINAL STRIP. ONE MVR IS 4 MIN d - - I - 24" WIRE LOOP WITH WATER PROOF MASTER l I WIRE CONEGTORS USE PEE) AND III �I II III T. BLACK COLOR WIRE., WITH STRIPE REQUIRED FOR EACH CONTROLLER. I 117 I L _ I� 1 I I I -+-- FINISHED GRADE IN SHRUB AREAS 7. THE ASSEMBLY SHALL ALSO BE 1C PIT \ r o PIPE 61A - PVC MAINLINE PIPE II - 24" WIRE LOOP WITH WATER PROOF PROVIDED WITH A FLOW SENSOR -- r�LO--- _-.�\ PER SPEGFICATION III III ._44l 4 MIN. N� WIRE CONECTORS USE WHITE AND RED ASSEMBLY FOR USE IN ,n elf tr I}�`F COLOR WIRES WITH STRIPE CONJUNCTION WITH A MASTER III—1 lIIII: — t VALVE ID TAGS - VALVE TO MONITOR AND SHUT DOWN _._— e THE NON - POTABLE TAG IRRIGATION SYSTEM IN THE ' -... EVENT OF AN EXCESS FLOW ! - - BRICK SUPPORTS (4 RED.) / 2" MI �I -PVC MAINLINE TO FLOW CONDITION. THIS ASSEMBLY SHALL —LANDSCAPE FABRIC _CONSIST OF A PULSE TRANSMITTER SENSOR, PIPE PER SPECS. �— — 3/4" ROCK, 2 CUBIC FT_ �� I (` BRICK SUPPORTS (4 REQ.) AND DECODER PRE WIRED TO THE PVC MAIM -INE PIPE TO MASTER VALVE � ° � TERMINAL AND DECODER PRE - - - _ PVC SCH 40, SLIP BY SLIP COUPLING (NOT LESS THAN 10 PIPE DIAMETERS) I ------"" �" "�— WIRED 70 THE TERMINAL STRIP AND PER SPECS. AND PLAN. ADAPTER, 2 REQUIRED A TEE MOUNTED FLOW SENSOR - SCH 80 NIPPLE THREAD BY SLIP, 2 REQUIRED 3. RUN WIRES FROM FLOW SENSOR ---------- - LANDSCAPE FABRIC AND MASTER VALVE TO --------- 3/4" ROCK, 2 CUBIC FT. CONTROLLER. PLOW SENSOR WERE 401E - PVC MAINLINE PIPE FROM (AEF # 9516-2SP). COMMUNICATIONS INSTALL FLOW SENSOR AS PER THE MANUFACTURERS RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLERBACKFLOW PER SPECS. CABLE AND SENSOR CABLE MUST BE . USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN -STREAM SIDE NOTE: IN SEPARATE 1-1/4" CONDUITS FROM OF THE FLOW SENSOR. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP -STREAM SIDE OF VALVE BOXES TO IRRIGATION THE MASTER VALVE ASSEMBLY. CONTROLLER. MASTER V. N.T.S. Desr9 ncStudio ti" zvo r tl kcal I C Ir°r,a 93308 ah " 6 241-1090 a 461-291-569) I I HE S HOMES OF THE CENTRAL CpA9T, INC. W a Q U Lu U F O W .S rc m U_ z 0 U) QCL m t� M �m 0 € all ai i t I' I I I Ilk k I III I I C z 0 N DRAWING TITLE: IRRIGATION DETAILS yPNDSGI .a a * fIu u nr3 OF CALE4 DATE: 10/26/2018 SCALE: NA DRAWN BY: MM JOB NUMBER: 1497761 SHEET: IPS -2 SHEET 100E 14 VISTA MONTAIR PHASE 2 8 3 S [REETSGPE 1.5-6137 Ph 2 & 3 CITY OF BAKERSFIELD GENERAL LANDSCAPE NOTES / 4 -INCH GRATE (INCLUDED) 1. PREMIUM QUALITY PLANT MATERIAL. IS REQUIRED FOR THIS PROJECT. NO PLANT MATERIAL WALL BE ACCEPTED FOR THIS PROJECT UNLESS IT MEETS 1 - FINISHED GRADE / - --- ROOT WATERING SYSTEM: OR EXCEEDS THE UPPER END OF THE INDUSTRIES STANDARDS FOR THE SIZES PER LEGEND SPECIFIED. ALL PLALJT MATERIALS MUST BE OF EXCELLENT FORM, SIZE, HEALTH, ANDCROWN DENSITY. ANY PLANTS THAT DO NOT MEET THIS 2 - VALVE BOX & COVER 30" L X 18"D X 17" IN ' / (INCLUDES 1401 0.25 GPM BUBBLER WITH RISER, CHECK VALVE, GRATE, STANDARD WLL BE REJECTED BY HE _1 HF DETAIL T AIL OR THEE I RATION. NTAT!uF.. BUBBLER HEADS PER LEGEND - SWING ASSEMBLY, 1/2" MALE NET INLET, 2. TREES SHALL 8E S7AKE10 ASP R hE C7ETAILSAND SPECIFICATION. :3 - PROPORTIONING CAP WITH FEED / AND BASKET CANISTER) 3, THERE SHALL BE NO SUBSTITUTIONS OR DELEIONS FROM ANY PLANT MATERIALS WITHOUT WRITTEN APPROVAL FROM THE LANDSCAPE ADJUSTMENT' KNOB ROOT BALL OF TREE ARCHITECT, THE OWNER, AND THEI- TY'S REPRESENTATIVE. 3 \ , 4 - EZ -PLO SHUT OFF VALVES WITH DISCONNECT + ' 4. THE DEVELOPER SHALL CONFORM "i) ALL CITY COUPS AND RF_CUIREMENT$ INCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTP.LLATION. G !} Q j WASHERS T 1 V 6. ALL LANDSCAPE D; 7 All SFIAr BC IN ACCORDANCE WITH C.G.B. STANDARD DETAILS ANC AS DIRECTED BY THE CITI' ENGINEER. 5 - EZ -FL C) MODEL EZ001-CX FERTILIZING SYSTEM I -z? c _ FINISH GRADE ,� - r _ .4 16°Lx 76"Dx1z",i :. 6. ALL TREES SHALL BE PLACED BEHIND THE NE OF SIGHT .AS !NDICAI"ED ON THE PLANS. VERIFY WITH TFIE C.O.B. OR LANDSCAPE ARCHI CECT PRIOR TO 1 I ! j 1 ) A CONSTRUCTION OR TREE NSTA: LAT[ON. 1 5 I - + + \. BUBBLER PER LEGEND 7. PRIOR TO THF r!NHI_ C.O.k. A FPTAPI: L THE' JNTR." CI OR SHALL APPLY A PRE rMERGENT WED CONTROL AS RECOMMENDED BY A, CERTIFIED PEST 1 i I \ j CONTROL ADVISOR AND APPLIED BY A CERTI IED PEST ADVISOR APF' ICA'OR. CONTACT THE C. GS, FOR VERIFICATION OF APPLICATION. Jr I _ .yw. E -FERTILIZER OUT- CONNECT CLEAR ! i, '�- 8. LANDSCAPE AREAS WITHCI II AN ADJACENT /HALL AT FEAR OF LANDSCAPE AREA SHAU'_ HAVE A CONCRETE MOW STRIP AT THE BACK OF THE , _ m TUBE TO GREEN CONNECTIONS ON _ )1 + + \ t t +G a -, CHECK VALVE (INCLUDED) LANDSCAPE AREA. REFER T") C.0 B. STANDARD DETAIL. YI- T" L J'` �I. PROPORTIONING CAP AND COUPLING '� I * nh.„ ; c 4.V-�-___ L + > OPTIONAL PEA GRAVEL 9. CONTRACTOR SHALL. INSTAL 1 ON ALL. LANDSCAPE AREAS A 3" LAYER OF MULCH. 3" REDWOOD BARK CHIPS SUPPLIED FROM A FRESH WATER 1\ /� � r --�--. _- 7 - WATER IN - CONNECT BLACK. � I + " \ - � ro.Ji - � OR RWS SAND SOCK (RWS-SOCK) r COLOR R AND. REE FROM WEEDS, SAWDUST, SEEDS, CONSTRUCTIVE MATERIALS AND SPUNTFRS. ANY DYED _ � � � ; X � - \ \ � FOR SANDY SOILS MILL MUCH SHA'' L BE E ACCEPTED E J O _ _ ' TUBE TO BLUE CONNECTIONS ON + + ° PRODUCTS WILL NOT ^3E 4Ct,E-ILEO. CONTRACTOR TO PROVIDE C.O.B. SAMPLES FOR APPROVAL. 6 % PROPORTIONING CAP AND COUPLING` \ \ FILL WITH 3/4" GRAVEL TO BOTTOM OF CHECK VALVE 10. QUANTITIES ON HE LANDS+.p4: LEGEND MAY NOT BE ACCURATE; THE DEVELOPER SHALL B6 RESPONSIBLE TO INSTALL ALL PLANT MATERIAL AS PER `\_ �'1 XX;' ,� _PVC SCH 80 NIPPLE (INCLUDED) THE DESIGNED PLANS OR AS ;RECTED BY THE CITY'S REPRESEN'TAT!VE. i' 8 - 1/4" TUBING CLAMP - BOTH THE GREEN ' ��' I - + + j\ r$ ,} �_:`.} 11. ALL TREES UNDER U ULIT JNES ARE SUBJECT TO CHANGE PER. C.O.B. ` .\ _ j _ _ AND BLUE COUPLING TUBING CONNECTIONS I� ,y, _ �\ 'x -A• - ---- 1/2 -INCH 90 -DEGREE ELBOW (INCLUDED) - n G C-1 PLANTING { 72. ALL. PLANT M,ATERIA.. SHALL �E IN.,E 6C1'Ei' BY THE C.O.B. PRIOR 70. g __• �-7 - ---- - 3 II %'';< I " . CY �? - _ -INCH SWING ASSEMBLY CLU 9- APPROVED BACKFLL 1 LY (IN DED) I PERIOD NOTES _- FL -VV -'�� .__ __-_ ,�,. - _ ti\�\_�._ `` CITY OF BAKERSFIELD MAINTENANCE PE / " F? .-_ 10 -PVC MAIN LINE TO VALVE MANIFOLD ! _ THE CONTR.AC' OR SHALL. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT 10 PERFORM WORK DURING THE POST -INSTALMENT MAINTENANCE � '� I,.r _ s \ cy i m '�✓� e 1 0 5 aA \\ PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED TO: ADEQUATE WATERING OF PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND q1 I II � 11 - EZ BALL VALVE COUPLING CONNECTOR - 1/2 -INCH MALE NET INLET (INCLUDED) OTHER PESTS FOR A MINIMUM PERIOD OF THREE HUNDRED AND SIXTY-FIVE (365) DAYS. r, INSTALL ,ACCORDING TO WATER FLOW DVC SCH 40 TEE OR EL 2, THE CONTRACTOR SHALL MAIN !AIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED. UNTIL. FINAL 9 1 I; DIRECTION ARROW PVC LATERAL LINE PTFE \ °i' "I „ ST INVVIRPTECURRED DUE TO DAMAGE OITYR REPI_ACEMENTAKERSFIEI DDURING THE POST- NSTAL ATION MAINTENANCE PERIOD SHALL BE THC RESPONSIBILITY OF THE &PARKS DEPARTMENT. ' 1 & 3 Z 12 -PEA GRAVEL (2 CU. FL) SEE SPECIFICATIONS EN TYPE_ \., &s„� ------------- LATERAL PIPE CONTRACTOR. 0 13 -PVC MAIN UNE FROM BACK FLON=PREVENT"ER ApLAN VIEWND DEPTH R N"T S REQUIREMENTS ,ie a�g-; v-_ -. _ -, _ .. _.. 4 -INCH BASKET WEAVE CANISTER (INCLUDED) 4. ALL AREAS INCLUDING, BUT NOT LIMITED TO TURF, GROUNDCOVER AREAS.. CONCRETE WALKS AND SLABS SHALL BE KEPT' CLEAN AND FREEOF WEEDS, LITTER. AND DEBRIS. 14 - PRESSURE RELEIF VALVE -- -.--- - AMENDED BACKFILL 5. BEFORE WEEDS EXCEED TWO ;2) INCHES IN HEIGHT, THEY SFIALL 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 --------------- -------------- ROOT BALL OF TREE COMPANY, AND LEFT IN PLACE FOR 0) SEVEN DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD NOTE- SECTION VIEW -N.T.S. WEEDS SHALL BE REMOVED SEVEN (n DAYS AFI "ER APPLICATION AND DISPOSED OF OFF-SITE. ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE - - 6_ CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASES, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE EZ-FLO FERTILIZING' SYSTEM EZ-FLO SYSTEM_ ITEM 11 IS PURCHASED OR CONTROL MEASURES TAKEN. SHOULD THE CITY, DURING THE MAINTENANCE PERIOD. DISCOVER THAT THE TERMS FOR THE MAINTENANCE PERIOD MODEL N(JMBER - EZ001-CX SEPARATELY. AS STATED HEREIN HAVE NOT BEEN STRICTLY ADHERED TO, THEN THE DAYS ACCRUING TOWARD COMPLETION OF SAID MAINTENANCE PERIOD WILL BE 1.5 GALLON CAPACIIY TERMIPIA FED. THE MAINTENANCE PERIOD WILL BE EXTENDED ONE (1) DAV FOR EACH DAY THE AREA IS OUT OF ITS MAINTENANCE PERIOD. AFTER THE PLOT TO VALF �C) 2012 EZ-FLO FERTILIZING SYSTEMS, INC. _ BUBBLER AREA HAS BEEN BRCUGH"IUP 0CPY STANDARD, THE Cd TY WILL REQUIRE A REINSPECTION BY A CITY OF BAKERSFIELD RECREATION AND PARKS ��'������� INJECTOR ��� WALL Y,.J��IrYLER REPP.ESENTATNE. WHEN THE INSPECION IS COMPLETED, AND THE AREA IS IN SATISFACTORY CONDITION, THEN, AND ONLY -HEN, WILL THE CITY WELL RE -ACCEPT THE AREA IN`JJRTING."•'^"��^'^�m"�"'®-®�®�^�•�•--- ®-•--a---^ 7. THE CONTRACTOR SHALL PROPERLY AND COMPi El MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. N.T.J. N.T.S. 8. THE CONTP.ACIOR SHAL PROVIDE FOR DELIVERY OF WATER N SUFE: IDENT 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 CTYS REPRESENTATIVE TO PERFORM A FINAL INSPECTION OF WORK. ANY REMOVED PLANTS NOT IN SATISFAC"FORY AND HEALTHY CONDITION FROM THE SITE SHALL BE REPLACED WITH MATERIAL OF LIKE KIND AND SIZE AND INAMANNER SPECIFIED FOR ORIGINAL PLANTING. IF THE REPLACEMENT PLANTS DO NOT REPRESENT SIMILAR FOLIAGE REPRESENT/,.-. ION OF THE ORIGINAL PANTED MATERIAL,'THE CONTRACTOR SHALL REPLACE PLANTS WITH NEXT AVAILABLE UP,SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A TWELVE (12') INCH CLEARING FROM Al. L STRUCTURES INCLUDING BUT NOT LJM[TED TO: SIDEWALK AREAS, WALLS, FENCES, MOW CURBS, VALVE BOXES. TREE BASES, SHRUBS. ETEC. 10, BEFORE THE START OF THE M.AINF EN.ANCE. PERIOD. THE CONTRACTOR SHALL PREPARE AND SUBMIT ON A (NEW, SET OF BLUE LINE PRINTS AN "AS BUILTDRAWING. THE DRA\AfNG'S SHALL INCLUDE ALL DEVIATIONS FROM THE ORIGINAL. BID DOCUMENTS MADE DURING CONSTRUCTION THAT AFFECT THE MAIN LINES, CONTROL[ FR LOCATIONS, REMOTE CONTROL VALVES, QUICK -COUPLING VALVES, ALL SPRINKLER HEADS AND ALL PLANT MATERIAL. THE DRAWINGS SPIAL ALSO INDICATE AND SHOW APPROVED SUE38 LATUTIONS OF SIZE MATERIAL AND MANUFACTURER'S NAME AND CATALOG NUMBERS_ ALSO, (2) SETS OF 11 X 17 LAMINATED "AS BL!ILT` WITH HIGHLIGFITEO COLOR COPED IRRIGATION REFERENCE CHART AND SCHEDULE, KEYS TO THE CONTROLLFR.. AND TWO QUICK COUPLER VALVE KEYS WITH GATE VALVE HOSE BIB ATTACHMENI 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 MAXICOIA DOLLAR FUND. \'W rte, DUAL_.} NOTE: ALL. SHRUBS AND GROUNDCOVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING UNLESS OTHERWISE INDICATED ON PLANS. PLANT A MINIMUM OF 18" FROM SIDEWALKS, CURBS OR DRAINAGE SINALES. PLANT SPACIN N.T.S. rawlnq[ GWsers%Mkke McDon eilappdstalloc lVe-ip'Ai,,bllsh. iS2LLULVlJ-VM f)ETNL6dwa lv,, rPR9 V-1 Pb, 2lM 1136em "ME OBJ/£ ,T ` r IS TC WoTEN THE VISUAL WeN'T OF A FENGP 6W W41 -LEC.' FROMY4II E. f",.ANP MAYMIAL 13H.4I,_ 5E SELECTW TO fa#OYIt3E A IPlZMIKFi LAHp5GAFE WITH LOW MA1NTEN:AACEPo°.OIJ!REh Y"S. LAMP56AFE PLANT MICOHMNATIONS 5HAU. PF REVIEPLEV AAP,.), IRPO SJ 5Y cm HARKS P!VI5[GN A 5CPABATC Alroo4.i IRRt9AT,04 3"57EM 15 REO1 w=. POPTE VJi41E6 CITY OF BAKERS' FIELD TYPICAL LANDSCAPE WALL OR FENCE, SCREEN SHY J1- 0I4 „114 I APP4C'V6D NlE3t]fXA1.' wn � L,13 WALL R FENCE SCREE N.T.S. PLAN NOL r r! e a Ferree .Aiaar bli, Fwfir.' ''ta55rmrnd 7 fop Silo, "- a. hand zmae irnd Arun I. J'r, Warder 0 �.9'fi FR'l .IBM_ R_ / • / ad rt Oar11._I g.o _<Y Z,��:gu � ams tg A,rp "'.e"°":1 Coinpu;tcd Fcnn d P f,+ r 95IPkWI-bt ar, Ye WRvP�eeatran M2 As htfmMC h Coxeb, Ahm'SMP- � •l"�L�/,t \��'ac!aa trmae ootkrg Hol 9noxnf etm_'h\ L?1 FI A1'C. RWNO_ S_Il1E'Wf,LX AMOW STRIP AT CHAIN LINK FENCE (1F WO(JII 6ENL'E 61: f0 Font wsn.__ msGNst 9 vow flas'c e{owua ,mtt v' are;Y /Free tsss " every +5 w az other surcretr sa'*As I tirs'^e^ ,i. S we f,p Hal. T}p.� .A' ' Ac =x- Xn. $ds 1 An waas to faux Ill a e vol bn m mctea'td Ica, SMcs II - All,t ?.$ tfd5r ce yxeen to a Avid, e b (2.. j a u I /-,T ✓Hca drectM by Me R^;.Rv(wn ono Perks Jdtcelu Ii ep of maw dip "be .R`aaarc 5r 9rd 1, / iv Knce when of heat ro tad and 10 a*odl r msAeegmiR Mm atpcadfbp'wde. unm+.red s ffim« the yue a me sol six ar Mr .gin is nyta, n v LarN thin Me 5'rcod' e, the street day of.* w i. water __,. ,, yY. praaCng is rmryittd See Lily 5kndaM C S; r7efaM 9 tat wale pnafvnl mgaamaah x; mtP 1#m 5tnp / y✓ S A 9;0" ode maereto maw ship is rsyvirc^J fw ab' A -fag-_ _ ! > n "x >. i Ii arms adikeant to an aaal/ng or p¢pamd Iaca pm' / Orly dfar.2rrd t -t 1, Tktd/ .¢ E Ay W.91 chmpes b[m Mor standard rktad chert shat, be 4wow by the Rde wtias and Pmts Drecfn- prior a, ftmrtNn o5"Rad Iyp- 7alAptrandraM van h f?nss $`m Secloaor=A.ro5 ft /057 My Stplq'�, r$n MlAet edtmn ar,5m-lrnn ]5 of the MrM+M S r frm, red rm oppmled by V Nm»ddn E- 1 2P"io Plwrtw Arsas vAd Amrs oarth, t r,. „ T.. sib" -M e "Irp Sx tlVol- ,lj3l O�C jWAi0ETE AAOW 5PX'(P NOr�; la" p'arle o ere 9 IV' i vC - i Aply ir,0 doredmmt a- pe ,W test W w, nfysnarrF plm;s m w,dfh w. puliafima awe e; rFrfAcy aecreof:un and Parts ,atrfr.% by hefleat'f'1 Z td Aer ei de dav69 ?twakad 4Ah 20 X, l %iii I eake' l4.eclw ! 11 r J iv33e Ade?.? srci ea Ferrara r Del dreary stales hoar dt 4 l *x"b? l ees uatq prWt �d mMa,d ed, 6,,W p, tree slaa, Pe detmis 8 WC S l r per ( h r-. We IPF on wWsmtmf fas5ire my per datoN 8. BaceFN hde Heol wuy wf8 bakN or, per nip dA` peas and apm;k a ions and ,se itl 5 m dboc ray"' "a irawti, ra'ad, wd ova dr s doe^ water tas drema,, odd 0 9 v. 3rfm my �0 g eu0I a lw mm to rawk "mild* grade Cosi d oom to Srdeudk emensa Rra a Jorps ,hr Ji. unmet ksmare Fenn prwr fo rs dl»g turf bsrk ni kh G 4 wma uaak a red appoegaM wP xkurced grand dl frxs planfw a fort leear arras. iv/r ✓l 1Ci r s S pow,Grvrd &nicer O'Lo tin is re7ume7 /w 91,' trees 5,0, or less v / r /' ham my frond efface and as dAected by the RK'rwfim and Pares r too roc : e Fwr 9a4 A 96e:ta Fpf ipaur mJpda'ohas' Dlace f0' of bonier palet SIM adFxot awat> r+ in? fFvnl " r w9tre Aha off of dare stat, a ble w ma of free Fm rocs a nand other lad odo instal, root baiAd around a Pour sides. li ed /4a1 / 109 m a D:urral nd lwt od. Ad nM�p one's sbdl ha Posfanai feces msrrnce nuns ..A 'Se=hbla Gf \�' logether�maulr�'Wurer's r9rammer.Mi1/pi _T € e. Wwrbly "'i Oleo as evxi spaced and yrac 2@'hNaw tA7 ;(+MSIf_�, 4f7TH ROOTGUARD fnlsnM grade," root timl ue farrows t - To Iti per ! Lblhrr. 6 - Tabkfa pn 15 Gnkm 3 ,*lets per• 9 Gahm 9 hVek pe 2{' I 7 Any odd nM aladdians bran Mr, stmdord mob M ip^yronN by I ` the Xacrav im add Perks odd arm Io asHvr';.mr, t� ^ I. a A/ heidampo insfdletwn shaA ae n att.*me WM afy ifiaudYA ( Atamfocfora§ Rettmmeddot+ar, and Seitwn 20 of tele 5fmsdmi {" CS � Spewla'oaas -� S. Aq rnatend usad svr be ser and free frim xn e kru'aie I0. sm W aced ;rods rpe v4 vigatw pear, & saoPora txns tw .50 Slakes (See Nate 12) vwrr, mi m;ram L me mmuzWure• erg pleb m mee "'� requremmis See AR1 Slam'ad Oeto¢ L-$ lm rrmL mlerhg dexsv �u C are (owl wc9, Cn/y) ab", 7: J" 02i dem e ,vas+, e>•n'evw e3cx or c+rruaaa A'ao owl. a. $u � xw carcM?tkw.l. as we.4xv� war + w�r4.laewwe wn€sxw✓..:� usEc w xr�! tNPENCE KT FVd•J.h.+'TIM Yw4L 5E .4�1tPRC 9Y .IT'PFatiSgWAdl. W{1taR`%",'k ry LtMxY_A5^'_[' Iw aro11N.4.E [BCLS flew pP .w..W.:.-wewr5 t5fwe'!2G wa.+`s 3+F1..'. Nie rot 3. NM iIaVEGriP'E MDSwtAl.l�` f 4v LIG IT'Er44>-k4'fllE PTi?>r.-116.'EN P£gEFJM1": ia�G R8>NM1VTL tI>W,F3t.. Wl+.'MTd MEP 4(NaACIt ¢411y' AlK 9I'VSb OK E1aK CP eLWH{#W1f8'."iIE/E .rNX.14'E. 9 IRN6hiwYF 9f518N 9;iMa ♦A'rE A�*IAAF >ett' d.Ft l`FeoYwa a14 2. eprbM eAYeR MAY 9Cf8C➢CNLY Nl4N PAIwY (Ml TPA, ea 8A4 a cB eRiiee`TA4 M, .!8-RW$iV C9%=Melvm CF K AW M5CC M. p3+.hAA4•31f�CN 5fbd.i 9'H:d'b %5 t/B.u,R-mM.:n.u�ilRtk PY(. _ v, eLGw.Ea< rv:W)l r Ne` RtL PtAleFTPR nr w: Tv. s'I £<t&,.tEtaFD CITY OF BAKERS' FIELD TYPICAL LANDSCAPE WALL OR FENCE, SCREEN SHY J1- 0I4 „114 I APP4C'V6D NlE3t]fXA1.' wn � L,13 WALL R FENCE SCREE N.T.S. PLAN NOL r r! e a Ferree .Aiaar bli, Fwfir.' ''ta55rmrnd 7 fop Silo, "- a. hand zmae irnd Arun I. J'r, Warder 0 �.9'fi FR'l .IBM_ R_ / • / ad rt Oar11._I g.o _<Y Z,��:gu � ams tg A,rp "'.e"°":1 Coinpu;tcd Fcnn d P f,+ r 95IPkWI-bt ar, Ye WRvP�eeatran M2 As htfmMC h Coxeb, Ahm'SMP- � •l"�L�/,t \��'ac!aa trmae ootkrg Hol 9noxnf etm_'h\ L?1 FI A1'C. RWNO_ S_Il1E'Wf,LX AMOW STRIP AT CHAIN LINK FENCE (1F WO(JII 6ENL'E 61: f0 Font wsn.__ msGNst 9 vow flas'c e{owua ,mtt v' are;Y /Free tsss " every +5 w az other surcretr sa'*As I tirs'^e^ ,i. S we f,p Hal. T}p.� .A' ' Ac =x- Xn. $ds 1 An waas to faux Ill a e vol bn m mctea'td Ica, SMcs II - All,t ?.$ tfd5r ce yxeen to a Avid, e b (2.. j a u I /-,T ✓Hca drectM by Me R^;.Rv(wn ono Perks Jdtcelu Ii ep of maw dip "be .R`aaarc 5r 9rd 1, / iv Knce when of heat ro tad and 10 a*odl r msAeegmiR Mm atpcadfbp'wde. unm+.red s ffim« the yue a me sol six ar Mr .gin is nyta, n v LarN thin Me 5'rcod' e, the street day of.* w i. water __,. ,, yY. praaCng is rmryittd See Lily 5kndaM C S; r7efaM 9 tat wale pnafvnl mgaamaah x; mtP 1#m 5tnp / y✓ S A 9;0" ode maereto maw ship is rsyvirc^J fw ab' A -fag-_ _ ! > n "x >. i Ii arms adikeant to an aaal/ng or p¢pamd Iaca pm' / Orly dfar.2rrd t -t 1, Tktd/ .¢ E Ay W.91 chmpes b[m Mor standard rktad chert shat, be 4wow by the Rde wtias and Pmts Drecfn- prior a, ftmrtNn o5"Rad Iyp- 7alAptrandraM van h f?nss $`m Secloaor=A.ro5 ft /057 My Stplq'�, r$n MlAet edtmn ar,5m-lrnn ]5 of the MrM+M S r frm, red rm oppmled by V Nm»ddn E- 1 2P"io Plwrtw Arsas vAd Amrs oarth, t r,. „ T.. sib" -M e "Irp Sx tlVol- ,lj3l O�C jWAi0ETE AAOW 5PX'(P NOr�; la" p'arle o ere 9 IV' i vC - i Aply ir,0 doredmmt a- pe ,W test W w, nfysnarrF plm;s m w,dfh w. puliafima awe e; rFrfAcy aecreof:un and Parts ,atrfr.% by hefleat'f'1 Z td Aer ei de dav69 ?twakad 4Ah 20 X, l %iii I eake' l4.eclw ! 11 r J iv33e Ade?.? srci ea Ferrara r Del dreary stales hoar dt 4 l *x"b? l ees uatq prWt �d mMa,d ed, 6,,W p, tree slaa, Pe detmis 8 WC S l r per ( h r-. We IPF on wWsmtmf fas5ire my per datoN 8. BaceFN hde Heol wuy wf8 bakN or, per nip dA` peas and apm;k a ions and ,se itl 5 m dboc ray"' "a irawti, ra'ad, wd ova dr s doe^ water tas drema,, odd 0 9 v. 3rfm my �0 g eu0I a lw mm to rawk "mild* grade Cosi d oom to Srdeudk emensa Rra a Jorps ,hr Ji. unmet ksmare Fenn prwr fo rs dl»g turf bsrk ni kh G 4 wma uaak a red appoegaM wP xkurced grand dl frxs planfw a fort leear arras. iv/r ✓l 1Ci r s S pow,Grvrd &nicer O'Lo tin is re7ume7 /w 91,' trees 5,0, or less v / r /' ham my frond efface and as dAected by the RK'rwfim and Pares r too roc : e Fwr 9a4 A 96e:ta Fpf ipaur mJpda'ohas' Dlace f0' of bonier palet SIM adFxot awat> r+ in? fFvnl " r w9tre Aha off of dare stat, a ble w ma of free Fm rocs a nand other lad odo instal, root baiAd around a Pour sides. li ed /4a1 / 109 m a D:urral nd lwt od. Ad nM�p one's sbdl ha Posfanai feces msrrnce nuns ..A 'Se=hbla Gf \�' logether�maulr�'Wurer's r9rammer.Mi1/pi _T € e. Wwrbly "'i Oleo as evxi spaced and yrac 2@'hNaw tA7 ;(+MSIf_�, 4f7TH ROOTGUARD fnlsnM grade," root timl ue farrows t - To Iti per ! Lblhrr. 6 - Tabkfa pn 15 Gnkm 3 ,*lets per• 9 Gahm 9 hVek pe 2{' I 7 Any odd nM aladdians bran Mr, stmdord mob M ip^yronN by I ` the Xacrav im add Perks odd arm Io asHvr';.mr, t� ^ I. a A/ heidampo insfdletwn shaA ae n att.*me WM afy ifiaudYA ( Atamfocfora§ Rettmmeddot+ar, and Seitwn 20 of tele 5fmsdmi {" CS � Spewla'oaas -� S. Aq rnatend usad svr be ser and free frim xn e kru'aie I0. sm W aced ;rods rpe v4 vigatw pear, & saoPora txns tw .50 Slakes (See Nate 12) vwrr, mi m;ram L me mmuzWure• erg pleb m mee "'� requremmis See AR1 Slam'ad Oeto¢ L-$ lm rrmL mlerhg dexsv �u C are (owl wc9, Cn/y) ab", 7: J" 02i dem 1 i %I N.T.S. m 6akeo! C n.n 93308 r es 1 ,sr 1 - saga S & S HOMES OF THECENTRALCOAST INC. W Ll U U) LL Q Lu U LL T 2 06 U Lo N LLij F Q CL DO N M ED I- 1 Save j m ry f 4v LIG i ware c, e9 Mm5 be m Br d R a14 TIG n011+vHW o ] 7 r L "wore, x TIC ✓v S.ti g Malem / Bale Lb) I ` TI�R-s mdeq mpSSh_u "� U^alsfubzd .Uf ✓1dA ✓r'aa•.y;. rii F".t . 2X Veh - ;�._. 29 M'd-=n 0 OI Root 6A $� STtJjCLNf tJaFTAIt (SEC AON 7 OD TYPICAL SHRUB \:'/ PLANTING DETAIL Are 5,A_\ Arew:Gbg Prlaw,�c;. lT1oapoo O STANDARD A� rA4sra. ` yep 3anWPANp TION AND wr IRRIGATION FOR \-o VARIOUS PLANTINGS DRAWING TITLE: cw. DETAILS I PSG g � yN 1aV QD 0, M G STAKE LOCATION o c_wra r* CITY OF SAKEWELO L.- DATE: 10/26/2018 SCALE: NA DRAWN BY. Inn JOB NUMBER: 1497761 CALIFORNIA 1 i %I N.T.S. m 6akeo! C n.n 93308 r es 1 ,sr 1 - saga S & S HOMES OF THECENTRALCOAST INC. W Ll U U) LL Q Lu U LL T 2 06 U Lo N LLij F Q CL DO N M ED I- VISTA MONTAIR PHASE 28 3 STREFTSCAPE 1.5-6137 Ph 2 & 3 1 j m s u 1 1 d R a14 i o it zKa M 0 z VI o 3 O DRAWING TITLE: PLANTING DETAILS I PSG g � yN 1aV QD 0, M o c_wra r* DATE: 10/26/2018 SCALE: NA DRAWN BY. Inn JOB NUMBER: 1497761 SHEET: 9P -3 SHEET 11 OF 14 VISTA MONTAIR PHASE 28 3 STREFTSCAPE 1.5-6137 Ph 2 & 3 -�------ CITY MAINTAINED AREA -R+----- HOA PROPERTY OWNER MAINTAINED AREA MAINTAINED AREA I SECTION & MAINTENANCE EXHIBIT FOR LOTS 13 & 16 OF TRACT 61373 D—I, z:10 DfW D-, akerseelas as HaneSVlsia Molital RRINeDIR V NosvDJM VVI F.T111 SA, V_ X IVDJ Dac Pt.'e➢, fl 2 12p OPEN VIEW FENCING C3 i PAD—_____—_ exuv 1L NO Vii TiCR MAINTENANCE RESPONSIBILITY t� 1061AVEAREi C1tt OF 8A,ifiil FtO 2 iSLtJ>E AREA HOA _ 3 CPENIEWFEN!IC yiOPERT: 4WNER��. NOT TO SCALE m 1 8" DIA. X 24" DEEP CONCRETE FOOTING PLAN VIEW FRONT ELEVATION VIEW FENCE DETAIL NTS OUTSIDE DIMENSION SLIGHTLY— LESS THAN INSIDE DIMENSION OF TOP OR BOTTOM RAIL. / \ CAULK JOINT WITH — �( CLEAR SILICON FENCE RAIL SLIPS OVER / ASSEMBLY / 2"X2" FENCE POST (OR BLOCK PORTION OF WALUPILASTER) — BRACKET ATTACHMENT DETAIL F a 0 (O I- ---05 -HI 8" DIA X 24" DEEP CONCRETE FOOTING FOR 6' FENCE, FENCE SECTION 1-1/2" SQ. TUBE STEEL (16 GA.) TOP RAILING, & BOTTOM RAILING O2 5/8" TUBE STEEL PICKETS (18 GA.), 4-1/2" ON -CENTER, WELDED TO TUBE STEEL RAILINGS O3 2" SO. TUBULAR STEEL POST WITH CAP (11 GA.) ® BRACKET ATTACHMENT 0 COMPACTED SUBGRADE NOTE: ALL TUBE STEEL MATERIAL TO BE PREGALVANIZED. PAINT TUBE STEEL WITH ONE COAT EPDXY PRIMER & ONE COAT POLYURETHANE FINISH, COLOR TIGER DRY LAC #9004 BLACK ALL PICKET CONTINUOUS WELDS AND COLD GALVANIZED APPLIED TO WELDS CONNECT TUBE STEEL PANELS TO POST WITH SLIDER BRACKETS (NO WELDING) GRIND ALL ROUGH EDGES OF WELDED TUBE STEEL Design@Studios ..aye. e"Ive M. 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BIBIl STANDARD a 0 (O I- ---05 -HI 8" DIA X 24" DEEP CONCRETE FOOTING FOR 6' FENCE, FENCE SECTION 1-1/2" SQ. TUBE STEEL (16 GA.) TOP RAILING, & BOTTOM RAILING O2 5/8" TUBE STEEL PICKETS (18 GA.), 4-1/2" ON -CENTER, WELDED TO TUBE STEEL RAILINGS O3 2" SO. TUBULAR STEEL POST WITH CAP (11 GA.) ® BRACKET ATTACHMENT 0 COMPACTED SUBGRADE NOTE: ALL TUBE STEEL MATERIAL TO BE PREGALVANIZED. PAINT TUBE STEEL WITH ONE COAT EPDXY PRIMER & ONE COAT POLYURETHANE FINISH, COLOR TIGER DRY LAC #9004 BLACK ALL PICKET CONTINUOUS WELDS AND COLD GALVANIZED APPLIED TO WELDS CONNECT TUBE STEEL PANELS TO POST WITH SLIDER BRACKETS (NO WELDING) GRIND ALL ROUGH EDGES OF WELDED TUBE STEEL STANDARD SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS NTS AkIllIll.- Design@Studios ..aye. e"Ive M. A-YL.AbI WIMAITAMIl C PM1one 661-201-5090 iax 661-eai-SOY9 fAll MR fWAYMW OW 0 15 MW (40 limi S & S HOMES OF' FHEC'ENTRALCOASTJNC AW MUCII "xi 0 .S Ya IN bwv Q U A_-mpill NfN Ali R1iFAaI �! RW MAI W Q W U V &BSa tm(53n) R/11' will ims &efhi W M o 06 U)af awl a? 1 M AIII NIT t(aA,/ s AF aoRuc { , f4 C=m fT;Am ill I bturC CiFte 21AmAl I fkSYYR'Ob'MhCE $-I sw Ill AM ") OR f MIT am IXBSNSISDGFIN SST wo LKA m AN of A7 ,t5(1.6iaf AFA7f LOW AI AV Ml AT 4123r'4BBanJ 1,991 at+l@Plst��%MIIFfSE�AtkL W O $ � C Lr1� J 9 �1 A© 49MMSRGM M Ill Ni ammyN w tEF AO R RNR Ralfil .W Rm Al a WrAll All T . STANDARD 7. RORfCORRlo C,7ltm/ -. AT AN vWmtm SIGHT DISTANCE mRw, ao 7-AYkRRCMNt REQUIREMENTSFOR INTERSECTIONS 1101is an K+Psm lIMOS or CITY OF BAKERSFIELD CALIFORNIA w *MCFw mw T-11 en STANDARD SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS NTS AkIllIll.- Design@Studios ..aye. e"Ive M. Ba ke�z M1eola. Cal1lorn11n P33o8 PM1one 661-201-5090 iax 661-eai-SOY9 S & S HOMES OF' FHEC'ENTRALCOASTJNC LU W Q U U W Q W U W M o 06 U)af S Q ' I` M CO s U W O $ � C a w 0 z 1 � DRAWING TITLE: FENCING DETAIL w a *. OIX. 26�20I8 �F CA6�F4 DATE: 10/26/2018 SCALE: NA DRAWN BY: mm JOB NUMBER: 1497761 SHEET: SHEET 120F 14 VISTA MONTAIR PHASE 2 & 3 STEEETSCAPE 1.5-6137Ph213 IRRIGATION SPECIFICATIONS PART 1 - GENERAL CONDITIONS 11 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 direct tions 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 n re ul tion., overran or ralatir o an portion of this work are hereby incur +orated 9 governing 9 P Y F into and made a pad of trace specifications and their provisions shall be carried out by the ContrEctor.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 materlais, war cr:ansirip, 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 ail of his work and plan his work accordingly, furnishing such fittings, etcas 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 reoresenlative. 3. All work called for on the drawings by notes or details shall he furnished and installed whether or not specifically mentioned in the specifications. 4 The Contractor Shall not coliinstall the intgat on system as andwn an 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. Sach obstructions or differences should be brought to the attention of the Owner's authorized Irepmsentative- in the event this notification is not performed, the irrigation contractor affair assume full responsibility for any revisions necessary. 1.3 Submittals: A. Material List. 1. The Contractor shall furnish the articles, equipment, materialsor processes specified by name ir, the drawings and specifications. No substitution unit be allowed without prior written approval by the Landscape Architect. 2. Complete material list shalt 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 flat 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 »formation or samples submitted. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Record Drawings'. 1 the Cor tracfn tirml provide and keepa to date a complete record sof of P F blue the ozalid prints r✓itch shah tie corrected gaily and show eery change i from the originalg drawings sanp ds ecrfications and the exact locations sizes, and kends of equipment. These drawings shall also serve as work progress sheets and Strait be the bans for measurement arc payment for work completed. This set of drawings shall be kept on the site and shall be used one as a record set. J p Y 2, The Contractor shall mane neat and legible annotations thereon dally as the xork proceeds, showing the work as actually installed. These drawings siall be available at all times for inspection and shall be kept in a location designated by the Landscape Ar rhhect. 3. Before the date of the final Inspection, the Contractor shall transfer all information from the record prints to a sepia m ar or m lar procured from the Landscape Architect All worn stiall be neat, drawn in waterproof ink by a technical ink pen designed specifically for use on mylar material. Work completed in felt tip pen or ball point pen will be rejected because of the non -permanent nature of both devices. All work shall be subject to approval by the Landscape Architect. 4. The Cor*actor si dimension from two permanent points of reference the location of the following items'. a. Connection to existing water tines b. Connections to existing electrical power c. Gats +.wives d. Routing of pressure main line pipe e. Sprinkler control valves f. Routing of control and common wire g. Quick codpiing 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 nmdars to the Landscape Architect. Delivery of the Tor ahs 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 ch IIshow the area controlled d bY each automatic controller and shall be {pn sized as designated lav each automatic controller or as designated b the Owners g g Y authorized representative. 4. he chart Is .o be a reduced o awn of the actual record drawings However, in g 9 h event he r, n r Ilar sequence i= not legible whoa rSwing i rs i the .., t t. oto s u e ,. o the d s ..duced t 1 shall be readable when th,controller clad Is completed. 5. 1 he chart shall be a bloacine or cuisine 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 plassfic laminating shaeets shall be a minimum of 10 P!I_ thickness each. Drewi, CAUcers':Mika Mv'Jonne0lappdarellocalArenpVmPubllsn_192LLnFN:0.VM-sPEGIFlCA➢ON34wN Layout Ow26, Ia 2Ci C, 11 16em D. Operation and Maintenance 1. Prepare and defiver 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. It, 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.P .Dude 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 fools: 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 autocratic 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 snail 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. Ali PVC pipe shall be Transported in a vehicle which allows the length of pipe to lie feat so as riot 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 genera! conditions and supplementary conditions of these specifications shat be filed with the Owner or his representative prior to acceptance of the irrigation system. B. A copy of the guarantee form shall be included in the operations and maintenance manual (Section 1.03, D). C The guarantee form shall be re -typed onto the Contractor's letterhead and contain the following information. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from the data 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 repair,- or replacements within a reasonable time after receipt of written notice from the Ownerin the event of our failure to make such repairs or replacements within a reasonable time after receipt of written ratios from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will a the costs and charges therefore upon demand. P pay 9 p The above statement is to be followed by the project name location signature, address, s. and telephone number of Irrigation Contractor In addition to the date t l . of acc_ a , P 9 ) p 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 Lne Pipe and Fittings nJs: :. Pressure mom Lepi piping sizes 2 and 1/2 inch and larger h..all b PVC Class 3.5 2. Pipe shall be made from an NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resinspecification D1784, All Pipe must meet requirements as set forth in Federal Specification PS -22-70 (Solvent Weld Pipe) with an appropriate standard dimension (S.D. R.) 3. Pressure main line piping for sizes 21nch and smaller shall be. PVC Schedule 40 with solvent welded joints. 4. Pipe shall be made from NSF approved Type 1 Grade 1 PVC rompound conforming t o Aa'TM resin specification D1785. All pipe must meet requirements asset 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 flitings 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 does a Pressure rating in PSI e. NSF (National Sanitation Foundation) approval f. Date of extrusion 8_ All fillings shalt bear the manufacturer's name or trademark, material designation, size, applicable i.P.S. schedule and NSF seal of approval. B. PVC Non -Pressure Lateral Line Piping: 1. Non -pressure buried lateral line piping shall be FVC 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 2.010, all requirements for non -pressure lateral line e and fittings shall be the same as for solvent -weld pressure main line plot, 9 p s pipe and fittings as set forth in Section 2.01 B of thesespecifications. pP 9 C. Brass Pipe and Fittings: -OMIT 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification thAA-P-351. 2. Fittings shall be red brass conforming to Federal Specification WW -P-460. D. Galvanized Pipe Fittings'. 1. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized couplings may be merchant coupling. 3. All galvanized pipe and fittings installed below grade shall be painted with two coats of Koppers 50 Bitumastfc. _. Gate Valve: I . a S. Gat valves 3 -inches and smaller shall be 2_ Ib. SWP bronze Date valve with screw-in bonnet non -rising stem and solid wedge disc have threaded ends. and be equipped with bronze wheel handle. 2. Gate valves 3 -inches and smaller shall be, similar to those manufactured by Nibca 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 Presenter 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 bar-kfow prevention units shalt have. a bronzed screwed body with 100 mesh monel screen and shall be similar to Bailev 100A or approved equal. H. Check Valves: I . 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 -drain valves shall be of heavy-duty virgin PVC construction with F.1 P. thread inlet and ol internal parts shall be stainless steel with Buna-N saais- Valve shall be field adjustable against drawout from 3 to 40 feet of head. Anti -drain valve shall be similar to the King Bros. "CV' series or approved equal. I. Control Wiring. 1" Connections between 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 manufacturer's specifications and wire chart. in no case shall wire size be less than 914. Wiring shat occupy the same trench and shall be installed along the same route as pressure supply or lateral iines 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 sufficiant length at each splice connection at each electric control valve so that in case of repair. fine valve barrier may be brought to the surface without disconnection of the control wires. Control wires shalt' be laid loosely in trench without stress or .stretching of control wire conductors. All splices shall be made with Rainbird ST-03UL Snap -Tile wire connector with PT755 seater or approved equal. Use one wire connector per wire splice. 6. F;sirt_ and electric splices between the automatic controllerle nr, control valvas will not be oennifted without prior approval of the Landscape. Architect. J_ Automatic Controller. i. Automatic controller shall be of size and o type. shown n the drawings s 2. Final location of automatic controller shall be approved by the Owner's authorized representative prior to installation. 3. Unless otherwise noted on the plans, the 120 -volt electrical power to the automatic controller location shall be furnished by others. The final hook-up of the automatic controller to the 1201 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 shalt have a manual flow adjustment. 1 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 9-112" x 16' x 11" 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 ofthe 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. At! spray type sprinklers shall have a screw adjustment. 3_ Riser/swing joint assemblies shall be fabricated in accordance with the irrigation construction details shown on the drawings. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. PART 3 -EXECUTION 3.1 Inspection: A. Site Ct nd flora: i. All scaled dimensions are approximate The Contractor Shall check and vert yalt site dimensions and receive Landscape Ar lt erf' sapproval Prnor +o proceeding coili work under this sertian. 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 shalt be no interference with utilities or other construction or difficulty in planting trees, shrubs, and groundcov .m. 4. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the sprinkler irrigation system. 32 Preparation A. Physical Layout: 1. Prior to installation, the Contractor shall stakeout all pressure s,ipply lines, routing, and location of sprinkler heads. 2. All layout shall be approved by Landscape Architect prior to installation. 8. Water Supply'. 1. Sprinkler irrigation system shall be connected to water supply prints 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 connec-tors for automatic controller shall be made to electrical points of C onnection as shown on the drawings. 2. Connections shall be made at approximate locations as shown o:n 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 frim murn 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 at control wiring. B. Backfilling: 1. The trenches shall not be backfilled until ail required tests are performed_ Trenches shall his carefully backfilled with the excavated materials approved for backflling, consisting of earth, loam, sandy clay, sand or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically do Pleaded in landscaped areas to a dry density equal to adjacent undisturbea 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 1l2 -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 snake all required adjustments without cost to the Owner. C. Trenching and Backfi! 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 ttre; 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 P 9 1 unyielding condition. The sprinkler Ii ,-tonContractor shall spiece cap, and pressure test all Piping under paving to the paving work. Where an cutting or breaking of sidewalks anchor concrete is neaessar if shall be 2. Y e 3 Y lona and replaced b the Contractor as art of the contract cost. Permission to cut or P Y p break sidewalks andlor concrete, shall be obtained from the LandscaPe Architect. NohYtlraulic driving will be permitteded under new concrete paving D. Assemblies 1. Routing of sprinkler irrigation lines as indicated on the drawings ir,: 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. iines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respei detail. In absence of detail drawings ors ecif cabonsitentaining 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 ratting manufacturer. 5. On PVC to meta; connections. the Contractor shall work the motet connections first. Teflon tape, or approved equal, shall be used or all threaded PVC to PVC, and on alt threaded PVC to metal joints. Light wrench pressure to all that is required. Where threaded PVC connections are required, use threaded PVC adapters into which the Pipe may be welded. E. Line Clearance: Ail most 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 m numel 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 p drawings and ger detail. When grouped together, allow at least 12 inches between valve boxes. Install each remote control valve in a separate valve box. L Flushing Y of System fAter all e w s rr:a'rer pipe. lines an nses are in lace and connected, a ll necessary rydiversion work has been completed, and prior to nstallationof 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 drawmgs. 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 P under the terms of the guarantee as herein specified 35 Existing Trees: Where it is necessary to excavate adjacent to existing trees, the Contractor shall use ail 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 scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than 2 inches in diameterthe 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 dosed within 24 -hours, and where the Is riot possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 3.6 Field Quality Control: A. Adjustment of the System. 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible. 2. :f it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor may also include changes in nozzle sizes and degrees of arc as required. 3 Lowering raised sprinkler heads by the Contract shall be accomplished within ten days after notification by Owner or Landscape Architect. 4. Ail 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 andproved watertight, prior to paving. 4. Sustain pressure in tested lines for not less than two hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5. Ali hydrostatic tests shall be made only in the presence of the Landscape Architect. No pipe shall be backfired until it has been observed, tested, and approved in writing. 6. Contractor shall furnish force pump & at 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 fcoverage due to the deviation from lana or where the system has o p Y been willfullyinstalled as indicated on the drawing when it is obvious) 9 Y 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. 1 q 3.7 Maintenance: A. Theey ire nt p g sprinkler irrigation system shalt 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 Clearl Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site. All walks andavin p g shall be broomed or washed down, and any damage sustained on the work of others shall be repaired to original conditions. 3.9 Final Observation Prior to Acceptance: A. The Contractor shall operate each system in its entirety for the Landscape Architect at the time of final inspection. Any items deemed not acceptable by the qualified observer shall be reworked to the complete satisfaction of the Landscape Architect. B. The Contractor shall show evidence to the Landscape Architect that the Owner has received all accessories.. charts, record drawings and equipment as required before final observation can occur. 3.10 Observation Schedule: A. Contractor shall be responsible for notifying the Landscape Architect in advance for the following observations according to the time indicated. 1. Pre -job conference - 7 days. 2. Pressure supply line installation and testing - 48 hours. 3. Automatic controller installation - 48 hours. 4. Control wire installation - 48 hours. 5. Lateral line and sprinkler installation - 48 hours. 6. Coverage test - 48 hours. 7. Observation to begin maintenance period - 7 days. 8. Final Observation - 7 days. B. When observations have been conducted by other than the Landscape Architect, show evidence of when & 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 Design@Studios zaov 2 e�kr„nae. ca u�m,�, a�sa2ou VFone 66 -2 - 999 �I 1 S & S HOMES OF LHS CENTRAL COASS, INC. W d Q U U) F W Q W U ry W_ s M ou (j) o N X W _ Q d DO h` I^' VISTA MOnTAIR PHASE 2 & 3 STREETSCAFE 1.5-6137 Ph 2 & 3 x e - if a _ o II ll I I i i ! i ri: oI e z Z : o � I w i DRAWING TITLE: IRRIGATION SPECIFICATION I I I I I O 1,aNDSCAP tiv C) 8 iUi 1 a Oct t 46.?0:8 f_ N y a I F O \ 0 1 F .6 I DATE_ 1 0/2 612 01 8_--_ SCALE: NA DRAWN BY: MIN JOB NUMBER: 1497761 SHEET: L-1 SHEET 13OF 14 VISTA MOnTAIR PHASE 2 & 3 STREETSCAFE 1.5-6137 Ph 2 & 3 LANDSCAPE PLANTING SPECIFICATIONS PART 1 - GENERAL CONDITIONS 11 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 unfores is ab:e at the time of contracting necessary and appropriate for the instaletian of the accompanying drawings. 2. No deviation from if ese specifications or from the agreement or from the general conditions i.e authorized and no such deviation snail be made unless the written authonzadon therefore stoned b the Owner or his din authorized Y Y 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 mariner 'i n accordance with at: plans and specifications and best considered practice, shall meet with the approva,. 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 ar lien on the Cwner's property in the course of the work by tbs 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 udities. structurestrees, plants and other features intended to remain on and adjacent to the jot. site and to repair or replace any damaged items in a neat and good wollrmaNike manner during and due to his work on the job and he shall assume all damage or injury that may result 2c all such property andlor 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 viork under this contract be damaged by other contractors ',he Contractor and parry causing such damage shall make adjustmerts between themselves and not with the Owner relative to the repairs or reconstruction and payment for same, It s assumed F. Knowledge of site. L that the Contractor has trlsl.ed 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 -cars- At the time of execution of the contract, the Contractor shall furnish to the office of the Owner, for purposes of accounting and scheduling, a segregated cost schedule or breakdown of the contract price, listing the various components in the plans as wail 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 formulafng the progress payments to be made to the Contractor and these cost breakdowns shall ba 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 casts'. If the extra ar change is to be done at increased cost over and above the contract fee, the Owner snail 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 tidy condition as much as is practical so as not to disturb the normal usage of the surrounding areas by the Owner or by others. 8_ Site clearance- Upon comps tion or the work, the Contractor shall properly clean and tidy Such work and the Surrounding areas used by and remove any or ail excess materials, dirt, debris from the site or to dispose of same as directed by the Landscape Architect. 0. Owner's materials. During The _nurse of the work an materials. equipment and � Y services may be provided by the Ow ar and used by the Connector in the job, for such materials oqulpmerk and services, the Contractor is to give credit to the Owner at the standard current rate for Such items_ Such credit, if any, will appear in the final billing by the Contractor to the Owner. prav,IngC'11r..1 Re I I, ..pDI PT vrLSPECIFI OPTIONS.tlwg Lvelf Lsz Oct 23, aotq i I Prian D. Plans and specifications: All landscaping including plants, ground covers, soil additives and other miscellaneous landscape items shall be provided and installed in strict accordance with plans and specifications prepared by Owner. E. Changes. The Owner shall have the right to make minor changes in the landscape design and installation to insure practicality of design and for aesthetic reasons at no additional cost. PART 2 - MATERIALS 2.1 Grading: Grade all areas b flI.l'7 and/or removing surplus soil as Deeded to ensure proper fades and drainage as indicated on the fans. Unless otherwise noted finish grace ll e, 9 P arta shall b g 9 below hardste pe as follow 2 for ground cover areas, 1" for lawn areas. 2.2 Moisture content! The soil shall not be worked when moisture content is so great that excessive compaction will occur no. shah it be an dry That 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 ''needs, 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 reassurance of this material, the Contractor shall apply one or more treatments of a satisfactory chemical per manufactui ar's directions in regard to concentration plus allowance of an ample 9 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 shad 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 andlor 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 spatted approximately as shown on the landscape drawings and are to be approved by the Landscape Architect before being removed from containers and excavating sell for planting. B. All backfill materials shall be mixed thoroughly on site before using. See soil anal cyst from soil engineers for exaC compaction rates. PART I- EXECUTION 3.1 Planting: A. Container -grown plants to be planted in plant pits two (2I times wider thansent r nteae r 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). E 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 shelf be as directed by Owners 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 riot begin until entire installation is accepted by the Owner. B. Maintenance period shat be for the following duration: 1 Year. 1. All plants and planting shall be guaranteed for the following durations beginning at the first day of the maintenance period. Trees and shrubs, 15 gallon and larger.... 1 Year Potted plants & pottery .................... 1 Year Shrubs, 5 gallon and smaller. 1 Year Ground cover .................... . 1 Year Lawn ....... .. ..... .... ......... 1 Year 2. All dead, damaged or broken plant material, including sodded and seeder/ lawns and ground cover, shall he replaced at Two-week intervals. C. Fertilize with 2 tbs. actual nitrogen per 1000 sq. ft, at end of 30 days. Landscape Architect will specify type., depending on season. Perform last fertilizing at end of maintenance period in The presence of the Landscape Architect, PART 4 - PLANTING NOTES 4.1 Landscape Contractor shall repair and/or replace any damaged plant materiat which is damaged due tc his negligence. 42 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. 4A Contractor shall perforin all fertilizing in the presence of the construction manager or Landscape Architect.. See Soil Preparation Requirement, sheet SNI 4. i Contractor is responsible for maintaining all areas in a weed and debris free condition p 9 Isco ughout the maintenance period. (See specif++cations). 4.6 Plant symbols take precedence over plant quantities. 4.7 All plants shall be protected against heat, sun, wind and frost during transportation to the site and while being held at the site. Do not store plants in total darkness for more than one day. 4.8 Milted plant material shall riot 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 conodar, form or damage before or after planting. 4.11 Landscape At 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 frena 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 hyd ckuseding installation. 4.1@ Ary and at! 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- HYDROSEF_DING.- 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 i nan 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. D. Dry, organic powder h d r 4wokad formulation. E. Hydrate and disperse in a mixing tank with circulating water from a homogeneous slurry, arts, alone or in combination with other materials. I>H to be stable in presence of fertilizer. F. Application of soil and mulch tackifer to be made at a minimum rate of: a. Flat areas -80 pounds per acre. or Sloped areas (3.1 or steeper) -120 pounds per acre. G. Acceptable Manufacturer. Ecology control -M Binder by Crowed. H. Chemical germinating additives shall be " Catalytic Pre -Emerge" or approve equal. I. Urea formaldehyde shall be a pelletized commercial fertilizer for hydromulch Slurry 5.2 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, watr and additives in a special 1,500 gallon slum 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 manufacturers a show the air dry weight content. D. Acceptable Manufacturer Conwed. 5 3 Seed Binder. A. Acceptable Manufacturer'. Earth Guard at 4 daltons per acts with Jute netting. B. Mulch should be applied at a rate of 1800-2000 per acre if earth Guard is used. 5.4 Additives and Fertilizer: A. Chemical germinating schemes shall be " Catalytic Pre -Emerge'• or approve equal. B. Urea formaldehyde shall be a pelletized commercial fertilizer for hydromulch slurry, 55 Area Preparation A. Soil Preparation 1. Cross -rip or grade turf areas to a minimum depth of 6 inches. Remove stones over 1 inch (13mm) in any dimension and sticks. roots, rubbish and other deleterious matter per Section "Finish Grading". 2. Where additional soil is needed, place approximately 112 of total amount of topsoil required. Work into top of loosened subgrade to create a Vermilion layer and then place -remainder of planting soil. 3. Broadcast soil amendments uniformly over surface of the area to be treated. Roto -till the top eight inches (6) of turf areas to evenly distribute the amendments and conditioners into the soil. 4. Leach soli prior to amending. After approximate finished grades have been established, and soil has been leached, soil shall be conditioned and fertilized in the following manner. Soil conditioner shall, at the rate specified in the approved soils test recommendations. be uniformly spread and cultivated thoroughly by means of rnecharrical tiller into the top six inches (6") of soil 5. All soil areas shall be compacted and settled by application of irrigation to a minimum depth of six (6) inches prior to any plant materials being installed. 6. At time of planting, the top 6 inches of all areas to be planted shall be free of stonesstumps, or other deleterious matter one 1 -inch in diameter or larger, and shall be free from all debris, or similar objects that would be a hindrance to pianting and maintenance. B. Weed Control: Turf area shall be weed free at the time of installation. 1. Irrigate all areas ,a be hydroseeded for one week prior to spraying herbicide. 2. Apply herbicide to actively growing weeds, in warm, sunny weather if possible. Avoid overspray onto non -target plant material_ Follow manufacturers recommendations for mixing and application of hertoods. 3. Spray all parting areas with Roundup (Glyphosate) orapProved equal to kill all weeds p'e1' manufacturer's instructions. 4. Irrigate ail areas to be planted an additional two weeks to germinate any residual weed seed. 5. Apply a second application of Roundup (Glyphosate) or approved equal to all planting areas. 6. Planting can begin 48 -hours after the second application has been Completed. 7. Pre -planting Herbicide: Apply pre -planting herbicide to visible weeds, before and after soil placement. 5.6 Post Installation Care A. Mowing: First mowing of seeded turf to occur after establishment, typically 6-8 weeks after application. Mowing height to be 1 - 1-112 inches. Thatch to be removed as needed. B. First Use: First limited use can be allowed two weeks after me first mowing, depending upon rate of establishment. C. Re seeding: For areas with low coverage of germinated turfhand seed during warm months (April - October) at a late pf 1-2 pounds per 1,000 square feet. D. Fertilization fActimly application during the growing season (Apr. - Oct.) of 16-6 8 commercial fertilizer, apply per manufacturer's recommendation. END MAINTENANCE PERIOD NOTES: 1. The Contractor shall provide all labor, materials and equipment to perform work during the post -installment maintenance period, as specified herein including but not limited to: adequate watering of plant material and controlling weeds, rodents and other pests for a minimum period of three hundred and sixty-five (365) days. 2. The contractor shall maintain the project on a continuous basis from the first day after planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility of the contractor. 4. All r no limited t rt roundcover areas concrete i and I 1 areas including. t t d o to to va ks a slabs shall be kept g 9 p 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, S. 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 02") 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 Hue 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 manufacturers 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. 1 i. 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 Mexican dollar fund. DeSig nnStudios r.. cel-zai-sae< I I S & S HOMES OF'FHE CENTRAL(' OAST INC. LU a. U Lu Q U U It I.- r- ® U U) J - U 06M LL a z W i PC N = 1'Q > d ED C'? m i I i s ' : h i i t I n rz" I I i f it I f wis z lel III Col a DRAWING TITLE: PLANTING SPECIFICATIONS NND54i-P 0� vi o. M Io 10� y 'l\ p 1 2L 2018 /* `^TTn _a 20l1 (J l L CA F i �� DATE: 10/262018 SCALE: NA - DRAWN BY: MM JOB NUMBER: 1497761 SHEET: LS-2 SHEET140F14 VISTA MON TAIR PHASE 2 & 3 STREETSCAPE 1.5-6137 Ph 2 & 3