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1.5-6873 Ph 1 - 4 Streetscape
CITY OF BAKERSFIELD GENERAL PROJECT NOTES 1. Contractor shall be responsible for meeting all City of Bakersfield standards and specifications. Contractor will also be responsible for contacting the public utilities to start electrical and water service in time for construction. 2. Contractor shall be responsible for meeting all appropriate public utility standards, specifications and methods of construction. 3. Prior to the start 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 meeting. 5. Contractor will coordinate construction with the appropriate City inspection official so that inspections can be made at critical construction periods but in no case less than: 1) At the start of construction, 2) Prior to any back filling, 3) Prior to the installation of any plant material. 4) At the end of construction but prior to start of post -installation maintenance, and 5) At the and of post -installation maintenance period for written City acceptance. 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 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 planting holes. If positive drainage does not exist notify landscape architect prior to proceeding for written authorization and instructions to proceed. 9. City of Bakersfield standards and specifications sheet, included with this drawing set, and C.O.B. standard details take precedence over all other specification or details. 10. All trees under utility lines are subject to change per C.O.B. 11. Contractor shall install a 6" concrete mow curb as per C.O.B. standards at each phase line and limit of construction line & a 9" mow curb between wall and turfareas 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 areas have been properly graded, and soil prepared and the work has been approved by the owner's representative. 15. Contractor shall demonstrate to the owner's representative the furnishing and installation of specified soil amendments whether a soils test is required or not. 16. Contactor 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 plans to the Building Director 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 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 Works 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 shall 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. GENERAL NOTES: 1. SEE CIVIL ENGINEERS DRAWINGS FOR GRADING AND DRAINAGE INFORMATION NOT SHOWN IN THESE DRAWINGS. 2. UPON EXECUTION OF THE CONTRACT, PROVIDE THE LANDSCAPE ARCHITECT AND OWNER WITH A CRITICAL PATH SCHEDULE TO INCLUDE EACH ITEM, LEAD TIME, ORDER AND INSTALLATION DATE FOR SUBSTANTIAL COMPLETION. 3. PROVIDE FOR POSITIVE DRAINAGE. NOTIFY LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE OTHERWISE. MAINTAIN FLOWLINES AND DRAINAGE PATTERNS AS INDICATED ON ENGINEER'S GRADING DRAWINGS. 4. VERIFY AND STAKE LOCATION OF UTILITIES PRIOR TO CONSTRUCTION AND IS REQUIRED BY GOVERNING AGENCIES BE HELD LIABLE FOR DAMAGES TO EXISTING UTILITIES INCURRED BY INSTALLATION OF THE WORK. 5. REPAIR AND REPLACE ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION. 6. CHECK DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES BETWEEN THE DRAWINGS AND THE SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE OWNER. 7. VERIFY PROPERTY LINES PRIOR TO COMMENCING WORK. NO CONSTRUCTION ITEM, INCLUDING FOOTINGS, SHALL EXTEND BEYOND PROPERTY LINE. 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB -CONTRACTORS AS REQUIRED TO ACCOMPLISH THE WORK, PIPING, CONDUIT AND SLEEVES SHALL BE SET IN PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. 9. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE, CONSTRUCTION MEANS AND METHODS, SAFETY PROCEDURES, BRACING, TEMPORARY SUPPORTS, AND SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 10. GIVE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR REQUIRED OR REQUESTED JOB SITE VISIT. 11. FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. 12. FOR SUBMITTALS, SAMPLES AND SHOP DRAWINGS REQUESTED, SUBMIT IN TRIPLICATE TO LANDSCAPE ARCHITECT WITH ONE COPY TO THE OWNER UNLESS OTHERWISE SPECIFIED. 13. PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. 14. DIMENSIONS ARE FROM OUTSIDE FACE OF THE BUILDING, PAVING AND WALLS UNLESS OTHERWISE NOTED. ANGLES ARE 90 OR 45 UNLESS OTHERWISE NOTED. 15. COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WORK OF OTHER TRADES. 16. MATERIALS AND WORKMANSHIP, CONFORM TO LATEST UNIFORM BUILDING CODES AND APPLICABLE GOVERNING AGENCY CODES AND ORDINANCES. NO PART OF CONTRACT DOCUMENTS TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCHITECT AND OWNER. 17 DRIOR TO THE START OF ANY PHASE OF CONSTRUCTION; ALL UTILITY METERS, (POWER & WATER) MUST BE SET & FULLY OPERATIONAL. GRADING NOTES: 1. PRIOR TO CONSTRUCTION, VERIFY EXISTING AND PROPOSED GRADES, UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES, STREET IMPROVEMENTS, AND FINISH FLOOR ELEVATIONS WITH THE CONTRACT DOCUMENTS. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY UPON DISCREPANCIES. 2. GRADING PLANTING AREAS TO CATCH BASINS AT 2% MINIMUM. 3. PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. 4. CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND SHALL MEET GOVERNING AGENCY REQUIREMENTS. 5. INSTALL DRAIN LINES IN SMOOTH, CONTINUOUS SLOPE AT 2'% (3" IN 50') FALL UNLESS NOTED OTHERWISE. INSTALL INLETS IN PAVING POSITIONED IN ALIGNMENT WITH ADJACENT MATERIAL. 6. PROVIDE PVC PIPE AS SHOWN OR IF NOT SHOWN, AS REQUIRED TO CONNECT DRAIN INLETS AND PROVIDE A COMPLETE DRAINAGE SYSTEM. 7. CORE DRILL AND DAYLIGHT DRAIN LINE THROUGH FACE OF EXISTING CURB ABOVE FLOW LINE. VERIFY LOCATION AND INVERT IN THE FIELD. 8. ESTABLISH FINISH GRADES IN SHRUB ARE S 2 INCHES BELOW ADJACENT PAVING SURFACE AND 1 INCH BELOW ADJACENT PAVING SURFACE FOR LAWN AREAS. 9. REFER TO THE CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL DRAINAGE SYSTEMS NOT FULLY SHOWN HERE. COORDINATE INSTALLATION OF ENTIRE DRAINAGE SYSTEM SHOWN ON LANDSCAPE AND CIVIL DRAWINGS. 10. COORDINATE ROUTING OF DRAINAGE PIPE AROUND TREE PIT LOCATIONS INDICATED ON PLANTING PLANS. 11. MAINTAIN "AS -BUILT" DRAWINGS OF DRAINAGE PIPE ROUTING. SUBMIT MYLAR REPRODUCIBLE "AS -BUILT" TO OWNER UPON COMPLETION OF THE WORK. 12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DESIGN. SUCH EXISTING CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND/OR OWNER. ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. BAKERSFIELD VICINITY MAP Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6873_COVER.dwg Layout: CS Oct 19, 2015, 10.23am BAKERSFIELD INDEX MAP STREETSCAPE MEDIANS IMPROVEMENT PLANS TRACT #6873 - LMD PHASES 1-4 BAKERSFIELD, CALIFORNIA LANDSCAPE ANALYSIS: PB5 TRACT 6873, BAKERSFIELD, CA PHASE 1 SQUARE FOOTAGE FROM BACK OF CURB TO BACK OF WALL: 53,738 +/- SF PHASE 1 SQUARE FOOTAGE FROM BACK OF WALK TO BACK OF WALL: 41,032 +/- SF PHASE 1 SQUARE FOOTAGE OF MEDIAN FROM BACK OF CURB: 29,530 +J- SF PHASE 1 SQUARE FOOTAGE OF MEDIAN BACK OF HARDSCAPE: 2,798 +/- SF PHASE 2 SQUARE FOOTAGE FROM BACK OF CURB TO BACK OF WALL: 8,360 +/- SF PHASE 2 SQUARE FOOTAGE FROM BACK OF WALK TO BACK OF WALL: 5,385 +J- SF PHASE 3 SQUARE FOOTAGE FROM BACK OF CURB TO BACK OF WALL: 50,318 +/- SF PHASE 3 SQUARE FOOTAGE FROM BACK OF WALK TO BACK OF WALL: 36,363 +J- SF PHASE 4 SQUARE FOOTAGE FROM BACK OF CURB TO BACK OF WALL: 13,003 +/- SF PHASE 4 SQUARE FOOTAGE FROM BACK OF WALK TO BACK OF WALL: 7459 +/- SF LI -6 - LI -8 PHASE 3 IRRIGATION PLANS TOTAL SQUARE FOOTAGE FROM BACK OF CURB TO BACK OF WALL: 154,949 SF. TOTAL SQUARE FOOTAGE FROM BACK OF WALK TO BACK OF WALL: 93,037 SF. BAKERSFIEL TREE ANALYSIS: PB5 TRACT 6873 BAKERSFIELD, CA PHASE 1 PERCENT OF EVERGREEN TREES: 50% PHASE 2 PERCENT OF EVERGREEN TREES: 53% PHASE 3 PERCENT OF EVERGREEN TREES: 55% PHASE 4 PERCENT OF EVERGREEN TREES: 52% PERCENT OF EVERGREEN TREES THROUGHOUT PROJECT: 52% KEY MSP TRACT #7047 LANDSCAPE SHEET INDEX. SHEET DRAWING TITLE SHEET NO. CS COVER SHEET 1 PM -1 PHASE MAP 2 LI -1 - LI -4 PHASE 1 IRRIGATION PLANS 3-6 LI -5 PHASE 2 IRRIGATION PLANS 7 LI -6 - LI -8 PHASE 3 IRRIGATION PLANS 8-10 LI -9 PHASE 4 IRRIGATION PLANS 11 LI -10, LI -11 IRRIGATION NOTES & CALCS. 12,13 LP -1 - LP -4 PHASE 1 PLANTING PLANS 14-17 LP -5 PHASE 2 PLANTING PLANS 18 LP -6 - LP -8 PHASE 3 PLANTING PLANS 19-21 LP -9 PHASE 4 PLANTING PLANS 22 IPD-1 - IPD-3 DETAILS 23-25 LS -1 - LS -2 SPECIFICATIONS 26,27 OWNER / CLIENT GTIS-GID Holdings, LLC. 3470 Wilshire Blvd., Suite 1020 Los Angeles, California 90010 909-748-0780 Contact: Aaron Rivani CIVIL ENGINEER SmithTech USA 1424 17th St. Bakersfield, California 93301 (661) 327-8492 Contact: Robert E. Smith APPROVED BY: APPROVED BY: LANDSCAPE ARCHITECT Landscape Development, Inc. 28447 Witherspoon Pkwy Valencia, California 91355 (661) 295-1970 Contact: Michael McDonnell WE NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E NO. 61069 ExP. 12/31/16 REVIEWED BY: RECREATION 8c PARKS DEPARTMENT DATE { til DATE DATE REVIEWED BY: TRAFFIC ENGINEER DATE -1 _k /.45-z9S73 P14 /--4 W, Z 11 DRAWING TITLE: I I COVER SHEET / � v * OCTOBER 19, 2015 Date APRIL 30, 2017 OF CA X DATE: 10-19-2015 SCALE: NA DRAWN BY: MM JOB NUMBER: 1362700 SHEET: C S SHEET 1 OF 27 TRACT #6873- PB5- LIVID F- m W Y W O(.3M o U N r� Udo 0 J MM 00 J W O (0 S w �LU :6 U, Zo< 0 'R m - Ei J LL. 3 (n Q. W W U 6 0 LU LU ^ WQ i= W � - 0 rn 0 L1 LU 2 CO _J Q rn U Y Qo �JU) Um W r UJ U) 11 DRAWING TITLE: I I COVER SHEET / � v * OCTOBER 19, 2015 Date APRIL 30, 2017 OF CA X DATE: 10-19-2015 SCALE: NA DRAWN BY: MM JOB NUMBER: 1362700 SHEET: C S SHEET 1 OF 27 TRACT #6873- PB5- LIVID m Y U w _ r UJ J o > ' Z J U U U V z 0 W 11 DRAWING TITLE: I I COVER SHEET / � v * OCTOBER 19, 2015 Date APRIL 30, 2017 OF CA X DATE: 10-19-2015 SCALE: NA DRAWN BY: MM JOB NUMBER: 1362700 SHEET: C S SHEET 1 OF 27 TRACT #6873- PB5- LIVID r Q 0 rV00 0 U_ U r0 V McCUTCH EN ROAD Drawing: Z:\0_LDI\0_DESIGN JOBS\BAKERSFIELD\GTIS-GID Holding\PB5\WORKING DRAWINGS\TRACT 6873\LDI_PB5_TRACT 6873 TRACT EXHIBIT.dwg Layout: TE -1 Oct 19, 2015, 10:24am .................. ............. PHARINr, I Fr;FNII Tract 6873 Phase 1: Streetscape sq.ft. (+/-56,508) Tract 6873 Phase 2: Streetscape sq.ft. (+/-4,570) Tract 6873 Phase 3: Streetscape sq.ft. (+/-32,036) Tract 6873 Phase 4: Streetscape sq.ft. (+/-5,702) TRACT 6873 - POINT OF CONNECTIONS Phase 3&4 P.O.C., located at Gosford and Zucchini Way. Ex. Water Meter location per Civil's water plan. Proposed controller and Electrical Pedestal location. REFER TO SHEET LI -6. Phase 1 &2 P.O.C., located at McCutchen and Fickle Berry Way. Ex. Water Meter location per Civil's water plan. Proposed controller and Electrical Pedestal location. Phase 1 includes McCutchen Medians. REFER TO SHEET LI -2. LEGEND SYMBOL MANU FACTURER/MODEL/DESCRIPTION QTY MF MASTER VALVE / FLOW SENSOR 2" 2 M2 KCPFLOW-COMBO-200 2" MASTER VALVE AND 1 1/2" FLOW SENSOR COMBO. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. PURCHASED FROM KERN TURF SUPPLY. LU #P7162D-A-REV 8 FLOW SENSOR WIRE FROM JAIN IRRIGATION AND 14 AWG DIRECT BURIAL "BLUE", BOTH TO BE INSTALLED IN A 1.5" CONDUIT TO CONTROLLER. BF FEBCO 825Y 2" 2 REDUCED PRESSURE BACKFLOW PREVENTER ® RAIN BIRD ESP8LXMEF WITH (01) ESPLXMSM4 1 12 STATION COMMERCIAL CONTROLLER. WITH STRONG BOX SB22SS AND KCP113 GROUNDING ROD. FLOW SENSING AND WATER MANAGEMENTS CAPABILITIES. PURCHASED FROM KERN TURF SUPPLY. © RAIN BIRD ESP8LXMEF WITH (08) ESPLXMSM4 1 40 STATION COMMERCIAL CONTROLLER. WITH STRON BOX SB22SS AND KCP 113 GROUNDING ROD KIT. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. PURCHASED FROM KERN TURF SUPPLY. ® RAIN BIRD RAINGAUGE KCPLXME-RG 2 RAIN SENSOR WITH VANDAL GUARD FOR MAXICOM OR SITECONTROL. CUSTOMIZES WEATHER DATA BY PROVIDING SITE-SPECIFIC RAINFALL MEASUREMENTS, AND SENDING TO CENTRAL CONTROLLER DAILY. EZ-FLO FERTILIZING SYSTEMS EZ001-CX 2 ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER. USED FOR SMALLER COMMERCIAL LANDSCAPES, RESIDENTIAL, HOA -S, MODEL HOMES, AND GROWER APPLICATIONS. INSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTER THE BACK FLOW PREVENTER. TANK CAPACITY: 1.5 G. E2 ELECTRICAL PEDESTAL 1 E3 :. ELECTRICAL PEDESTAL 1 M1 WATER METER 2" 1 CITY OF BAKERSFIELD M2 WATER METER 2" 1 CITY OF BAKERSFIELD fi EN&TWO 150' 0' 75' 150' 300' �• c" !� i':3 P� } z LU 5 32 W m 0��, U o LL J 00 J�o W � _ F Wz U W LL O J UI U�OW � L.L Q��=z rn Q W �a)Q rn U Q F - O 0 m 0 CO a CO LU W tt t (n `1 } m 32 m U W � _ � a _ tt t (n `1 W m m m m OY 1— F F Z U U V U z O W Q' 11 DRAWING TITLE: 11 TRACT EXHIBIT o ti�Ds ti 2 OCTOBER 19, 201 1 Dale APRIL 10.201 E<p Date Op CALX DATE: 10-19-2015 SCALE: 1" = 150'-0" DRAWN BY: MM JOB NUMBER: 1362700 SHEET: TE -1 SHEET2 OF 27 TRACT #6873- PB5- LMD W ........ ........ 00 ... . .. . .. ..... W yf -17 Ur mm""miumn -17 n - W ........ ........ ............ ... W yf -17 Ur mm""miumn PHASE 1, T bk f ter 0 /J1111"/ X A y ....... ... Uj . .. .. . ........ . ............. - I � .. z ... ... .......... I .-- . . I . . . . . . ........ ...... ... ... ........... 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W.1mor �g� I AU MO.= M11170"ful ow/m/m/A W/ rl MOON= �0' rommAllp, wmmmo— p/mme FAmm,m/mv/ VMS "" �ml ff m/ 1, , / m LDI-LIMIT-OF-AlORK REFER TO SHEET LI -10 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS Drawing: C:\Users\Mike MoDonnell\appdata\local\tempVAcPublish_3740\LDI_PB5_TRACT6873_IRRIGATION.dwg Layout: LI -1 Oct 19, 2015,10:24am X 0 z ll.=20'-O" 20' 0. 10, 20' 40' I 1-5-61973 FA 1-4 z UZ yf z mm""miumn J uao (FF00 : -pw: m 00' I` Udo 0 bo (-0 �U) LO LU C6 IS 12D CL LLJ 0/0 0 'V -.o&" < LU ............... . C) <C, Q 2 Z U) F— . .... ..... Z CO)n W lz 2 L 2 Y. All U0� ) �z ., fl c� �pl 0 no; z 0 0 0 1) 0 . . . z A. LLj HASIL. 8 i I M' m millb I ml 11 1/ . . . . . . . . . . . Eft -17 mollim;t Film 0 CC 4 -r M A f00% 1" 6070 fill ._: r L, , „ ...... . ... ..... ..... HA v ... . ... ... `-d __j 3 ... ... ... ... ------ ... .... . j L ... .... ... .. r .. ... ... ... ................ . . ... ......... . ......... . ... ........... 5 9 11.1 ... . . ... ... .... ... ... .... ..... ..................... . ............... . ...' I ... ... ... t ...1 - --- --- ---- ---- .... .... .... Lj j I MI. 0.1 A.- J. F"* A gr r "./oio elol v/sm 01 V/,m IN. , . W.1mor �g� I AU MO.= M11170"ful ow/m/m/A W/ rl MOON= �0' rommAllp, wmmmo— p/mme FAmm,m/mv/ VMS "" �ml ff m/ 1, , / m LDI-LIMIT-OF-AlORK REFER TO SHEET LI -10 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS Drawing: C:\Users\Mike MoDonnell\appdata\local\tempVAcPublish_3740\LDI_PB5_TRACT6873_IRRIGATION.dwg Layout: LI -1 Oct 19, 2015,10:24am X 0 z ll.=20'-O" 20' 0. 10, 20' 40' I 1-5-61973 FA 1-4 z UZ DRAWING TITLE: PHASE 1 IRRIGATION PLAN 2 OCTOBER 19, 2015 Date APRIL 30, 2(17 Exp Date al, 0 L\ DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LI -1 SHEET3 OF 27 TRACT #6873- PB5- LMD z m 00' I` Udo 0 bo (-0 �U) LO LU C6 IS 12D CL LLJ U) 0 < LU C) <C, Q 2 Z U) F— W CO)n W lz 2 L 2 t: :� F— U0� ) DRAWING TITLE: PHASE 1 IRRIGATION PLAN 2 OCTOBER 19, 2015 Date APRIL 30, 2(17 Exp Date al, 0 L\ DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LI -1 SHEET3 OF 27 TRACT #6873- PB5- LMD m LU I- < 2 Z CO)n t lz 2 L 2 t: :� �z c� 0 >: z 0 0 0 1) 0 . . . z LU DRAWING TITLE: PHASE 1 IRRIGATION PLAN 2 OCTOBER 19, 2015 Date APRIL 30, 2(17 Exp Date al, 0 L\ DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LI -1 SHEET3 OF 27 TRACT #6873- PB5- LMD 011001 WERA 9/0/0110107/101*1111 EFAIM n0layffirz/111111111 1=01111A WOZ100/10", V10111741111171111 r/104105101 _A13 38.0 1%r' "M A15 \.33.0MW V Uj 4. . ........ . .... . ...... ... ... ... ... ... ... zu 1-1, 171 -44774'� 11/4" 4� . .... . ... ........ .......... . ....... . . .... . .......... ..... . . .... z . .... . ....... J. ............... .......... . . .... . .... Ill-11-11-1111--l-I"ll""I-111111---- ...... ..... . . ...... . . .... . . .... . ...... 2 . .... . . .... . ...... . .... . .... . . ........ ...... . ........ . . ......... . ........... 2 ...... _ . ..... . . .......... -17 A16\120.(:> lot 0 J.,mils, WJ11/1 Uj WWmmmmmmkm U) 4 Uj ......... .. .......... ................. ... ... z . .. . .. . ................ . . ........... . . . ........ . . ......... ....... A . ......... . .......... 2 if 30.01 24.0 /Al2 % 110 QGatAT, MW IVI 01 %, 11, LI -, I' "ff=m/ Rn D�G /A 1 F; _r, 0 ).".20.0 W 011101. 0 C0frfi W W Uj ... . .......... ..... .. .. ... ....... 7: Z. .... .. ..... .. ... ............... . ........... . . . . ......... . . ......... .. ..... . 210 32.0 V'A 17 CONTROLLER'CMW 1Y2" 48 STATION CONTROLLER 48 STATIONS USED WATER PRESSURE NOTE: CONTRACTOR SHALL VERIFY P.O.C. STATIC PRESSURE IN FIELD PRIOR TO BEGINNING ANY WORK. NOTIFY LANDSCAPE ARCHITECT FOR ANY DISCREPANCIES NOT SIMILAR TO STATIC PRESSURE GIVEN IN CRITICAL ANALYSIS. PSI: 95 PSI INFORMATION PROVIDED BY: CITY OF BAKERSFIELD NOTE A: POINT OF CONNECTION SHALL BE A WATER METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE 95 PSI DESIGN WATER PRESSURE 30 PSI MAXIMUM SYSTEM DEMAND 38.25 GPM RESIDUAL PRESSURE 10.83 PSI NOTE B: CONTROLLER'C' SHALL BE A RAIN BIRD ESPLXME, 48 STATION CONTROLLER ASSEMBLY INSTALLED IN AN OUTDOOR CABINET AS PART OF CONTROLLER ASSEMBLY. 47 TOTAL STATIONS USED. FINAL LOCATION OF CONTROLLERS AND ELECTRICAL P.O.0 SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO INSTALLED WITHIN PLANTING AREAS. Drawing: C:\Users\Mike McDonnell\appdata\local\tempcPublish 3740\LDI P135 TRACT 6873 IRRIGATION dwg Layout: LI -2 Oct 19, 2015, 10:24am . . .. . .............. . . . ................ P.O.C. Irrigation Water Meter Shown Within Paving For Clarity Only, Refer to Civil Engineer's Plans for Exact Location. rmm: momm" % mum Emmum momm L LIJ S/ I<V\ 4N M., E 4kl\ N+, V 0 'N, . ...... -1141 ...... . . .. . ................ Emma= BAKERSFIELD - PB5 U) < giggir ........... ........... r W _j U) W W < Z W LU _j W U) LU Q F-- Uj Uj CL 5 U) BAKERSFIELD - PB5 STUB UP FOR PHASE 2 IRRIGATION TO BE PROVIDED DURING PHASE 1 CONSTRUCTION. PHASE 1 IRRIGATION MAINLINE TO BE TERMINATED AT THIS POINT AND CAPPED FOR CONNECTION DURING PHASE 2 CONSTRUCTION. IRRIGATION COMMON AND CONTROL WIRES FOR PHASE 2 ARE TO BE PULLED AND PLACED IN A PULL BOX AT THIS POINT DURING PHASE 1 CONSTRUCTION. NOTE: SHOULD PHASE 2 BE CONSTRUCTED PRIOR TO PHASE 1, THEN THE PARTY RESPONSIBLE FOR THE CONSTRUCTION OF PHASE 2 WILL PROVIDE THE IRRIGATION CONTROLLER AND POINT OF CONNECTION COMPONENTS FOR PHASE 11 AND PROVIDE A STUB UP FOR THE COMPLETION OF PHASE 1 IRRIGATION. U wo� MATCH LINE 211 PE ... . . ...... 2 2" I IN I 0 I'Voll MAI M UTC R0)1V1/1//J SEE SHEET LI -5 8 18.3 HIN/1" jig . . . ............. /MW ......... A19' 21.0 114 A22 :ys PHASE 2 A� 1rr MW MW 11/2" pi/mr. mim m rm% I I A ter— -4 KEY MAP N.T.S. . ........ 27.0/A23'\ Z\ 2 Uj co UUj ) VALVE LOCATION NOTE: ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. NOTES: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER UU) 0 U) < giggir ........... ........... r STUB UP FOR PHASE 2 IRRIGATION TO BE PROVIDED DURING PHASE 1 CONSTRUCTION. PHASE 1 IRRIGATION MAINLINE TO BE TERMINATED AT THIS POINT AND CAPPED FOR CONNECTION DURING PHASE 2 CONSTRUCTION. IRRIGATION COMMON AND CONTROL WIRES FOR PHASE 2 ARE TO BE PULLED AND PLACED IN A PULL BOX AT THIS POINT DURING PHASE 1 CONSTRUCTION. NOTE: SHOULD PHASE 2 BE CONSTRUCTED PRIOR TO PHASE 1, THEN THE PARTY RESPONSIBLE FOR THE CONSTRUCTION OF PHASE 2 WILL PROVIDE THE IRRIGATION CONTROLLER AND POINT OF CONNECTION COMPONENTS FOR PHASE 11 AND PROVIDE A STUB UP FOR THE COMPLETION OF PHASE 1 IRRIGATION. U wo� MATCH LINE 211 PE ... . . ...... 2 2" I IN I 0 I'Voll MAI M UTC R0)1V1/1//J SEE SHEET LI -5 8 18.3 HIN/1" jig . . . ............. /MW ......... A19' 21.0 114 A22 :ys PHASE 2 A� 1rr MW MW 11/2" pi/mr. mim m rm% I I A ter— -4 KEY MAP N.T.S. . ........ 27.0/A23'\ Z\ 2 Uj co UUj ) VALVE LOCATION NOTE: ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. NOTES: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER UU) 0 U) < giggir W r W . .......... . .... . . . ......... .... OBSTACLES TYP. MATCH LINE . ........ "I A24>'9.50 A2 6 21.0 SEE SHEET LI -5 JmW PHASE 21. 7 W UJ �of iii�iriememlrit / im z > WME01100/1111 6,111 11 —1 0 7, .4 V� ...... .... ........... Z_ Lf mVON... F pm A �A W j/ CD 1 H RO rii/r L41 N"W1 Lms PA - mmm A E11 01 mom REFER TO SHEET LI -10 FOR IRRIGATION NOTES, LEGEND & CALCULATIONS - REFER TO SHEET IPD-1, IPD2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS /-57%42973 P14 U) Z W W U) W < W REFER TO SHEET LI -10 FOR IRRIGATION NOTES, LEGEND & CALCULATIONS - REFER TO SHEET IPD-1, IPD2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS /-57%42973 P14 DRAWING TITLE: PHASE 1 IRRIGATION PLAN Know what's below. Call before you dig. ,ODS OCTOBER 1').:015 D.tz APRIL 30, 2017 OF cxlvl� DATE:10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: - LI 2 I SHEET4 OF 27 TRACT #6873- PB5- LMD U) z LU 5 Uj oc), r-- q 00 (D _j Lu CR to - 00 U— 9 Lu U) b 102 cr; w 02— ul rz: LV < �5 c<) 5), < P: tt < C) (D U) uj q Uj 0 U) DRAWING TITLE: PHASE 1 IRRIGATION PLAN Know what's below. Call before you dig. ,ODS OCTOBER 1').:015 D.tz APRIL 30, 2017 OF cxlvl� DATE:10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: - LI 2 I SHEET4 OF 27 TRACT #6873- PB5- LMD rz: tt uj q 0 Uj . . . . . . . . .. DRAWING TITLE: PHASE 1 IRRIGATION PLAN Know what's below. Call before you dig. ,ODS OCTOBER 1').:015 D.tz APRIL 30, 2017 OF cxlvl� DATE:10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: - LI 2 I SHEET4 OF 27 TRACT #6873- PB5- LMD W/ I I MAT C P "" , p 35.0 MW ME. MATCH LINE SEE ABOVE Drawing: CAUsers\Mike McDonn elha pp dataVocalXtem p\AcPu bi ish-3740\L DIPS 5 -TRACT 687 3-IRRI GAT[ 0 N.dwg Layout LI -3 Oct 19, 2015, 10:24am J. 1. ........... - - 11 1N� ME/ - -- - - ----------- N� 330 A8 MW 1/11 ........ 2"1 TRACT - ------ . .... . s. r 73 amLm . ........ . . yry . ............ j/00"m %Maio; 00,- Um= cr_ `&-`�//®r/" r�_ 04 (_) �� (=) . ........... CL . . . ........... 00 (D ---- --- - — --------- . . ....... .. . . . . . . . . . . . . . . . . . . ...... co * � (� < . . ..... ............. . ...... .... .............. -.. —11-11-1 -,, -z- - ............. 11 .. . .. . . ............... � I I.1; L) 2, ff Lu -i - - - -- ---------- C� < LU �2 MATCH LINE SEE BELOW MW ..�..ti1 . BAKERSFIELD - PB5 ........... - - 11 1N� ME/ - -- - - ----------- V?. . W ........ 2"1 TRACT - ------ . .... . s. 73 ..... ......... . ........ . . yry . ............ . . . . ......... 00,- cr_ _ r�_ 04 (_) �� (=) . ........... CL . . . ........... 00 (D ---- --- - — --------- . . ....... .. . . . . . . . . . . . . . . . . . . ...... co * � (� < . . ..... ............. . ...... .... .............. -.. —11-11-1 -,, -z- - ............. 11 .. . .. . . ............... � LU(n I.1; L) 2, ff Lu -i - lt� LLI < (D QT() C� MW ..�..ti1 . BAKERSFIELD - PB5 N.T.S. KEY MAP g mmi,,ammmmm p/mmmummi-amp, mm'd W//////// emmmom I ft m F//:: 11 a momm, BMW mm ME= ............. REFER TO SHEET LI -10 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGAITON DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS 0 111=20'-O" 20' 01 10, 20' 40' / - 5 —4/0 ��a 73 ptq I Shs ........... - - 11 1N� V?. . ........ TRACT - ------ . .... . Llj 73 ..... ......... . ........ . . . ............ . . . . ......... 00,- cr_ _ r�_ 04 (_) �� (=) . ........... CL . . . ........... 00 (D -- ---- ... . ....... .. . . . . . . . . . . . . . . . . . . ...... co * � (� < 0- . ...... ............. . ...... .... .............. -.. —11-11-1 -,, -z- - ............. 11 .. . .. . . ............... N.T.S. KEY MAP g mmi,,ammmmm p/mmmummi-amp, mm'd W//////// emmmom I ft m F//:: 11 a momm, BMW mm ME= ............. REFER TO SHEET LI -10 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGAITON DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS 0 111=20'-O" 20' 01 10, 20' 40' / - 5 —4/0 ��a 73 ptq I Shs DRAWING TITLE: PHASE 1 IRRIGATION PLAN • ........... Know what's below. Call before you dig. OC 1`0B APRIL 3Q 'I Hep Dare _;P OF C DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LI -3 SHEET OF 27 TRACT #6873- PB5- LMD z Llj 2 00,- cr_ _ r�_ 04 (_) �� (=) CL 0 i 00 (D LO 75; co * � (� < C, LLI— LL � LU(n I.1; L) 2, ff Lu -i - lt� LLI < (D QT() C� < LU �2 (1) < Cf) 0 Cl) Cl) F- LLJ LU U) DRAWING TITLE: PHASE 1 IRRIGATION PLAN • ........... Know what's below. Call before you dig. OC 1`0B APRIL 3Q 'I Hep Dare _;P OF C DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LI -3 SHEET OF 27 TRACT #6873- PB5- LMD ui 14j 0 Z C U U 0 0 LU DRAWING TITLE: PHASE 1 IRRIGATION PLAN • ........... Know what's below. Call before you dig. OC 1`0B APRIL 3Q 'I Hep Dare _;P OF C DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LI -3 SHEET OF 27 TRACT #6873- PB5- LMD I I 35.0 Mw ,X00-`�M04%1" ol/o/a/100// "I" MATCH LINE SEE BELOW - - - - ------------------ . . .... ............. T 'T if 15 }- V 11/41, 4, ........... . . . . ........ .......... . . T t }'� rlcorll) In 11/2 1/4' .................. 4 11/4 ............... . ............ 2! 2111 1j 11/4" 2111 40 11/4 r .. . ........... ....... . ................ 11/411 Ir T T\ 31w0 A4 :.. I j' mw2 . . ......... . . . ........ . . ......... v 38.3/' A5 w1 Y2" A0 J, M W H. 16v r - - --------- — — -- — ------- - .......... 1/ MATCH LINE SEE SHEET LI -3 Drawing: C:\L1sers\Mike McDonnell\appdata\local\tempWcPublish_3740\LDI_PB5_TRACT 6873 IRRIGATION.dwg Layout: 1-1-4 Oct 19, 2015,10:24am MATCH LINE SEE SHEET LI -6 tP HAS E 3 t t f t I T ME MINE// iii Vlllllflllllllllllllllll,: CD /®r/ 35.5 /Al-\\ MW lqmmmmmmmm', 27 rf flemall 1.....21, C/010 fr1#1 0 gpo v/Prol", yf 36.0ry. MW .:..1%2" PHASE 1 MATCH LINE SEE ABOVE REFER TO SHEET LI -10 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS BAKERSFIELD - PB5 KEY MAP N.T.S. 0 z 111=20'-O" 20' 0. 10, 20' 40' I. E; - r�087-5 R I U) z LU 2 m LL1 0 0- 91 co (O LO I JJ <F. m >,) F. Uj LL .. - - u, - -& - R or_ LLJ < QelfLj PHASE 1 MATCH LINE SEE ABOVE REFER TO SHEET LI -10 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS BAKERSFIELD - PB5 KEY MAP N.T.S. 0 z 111=20'-O" 20' 0. 10, 20' 40' I. E; - r�087-5 R I DRAWING TITLE: PHASE 1 IRRIGATION PLAN • Know what's below. Call before you dig. OCTOBER U) 2015 Z�Z APRl 2017 Exp Dat, OF C xv % DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mkl JOB NUMBER: 1362700 SHEET: LI -4 SHEET OF 27 TRACT #6873- PB5- LMC) U) z LU 2 �2 LL1 0 0- 91 co (O LO I JJ <F. m >,) F. Uj LL .. - - u, - -& - R or_ LLJ < QelfLj O 0) <0 U) LIJ LLJ LLI U) DRAWING TITLE: PHASE 1 IRRIGATION PLAN • Know what's below. Call before you dig. OCTOBER U) 2015 Z�Z APRl 2017 Exp Dat, OF C xv % DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mkl JOB NUMBER: 1362700 SHEET: LI -4 SHEET OF 27 TRACT #6873- PB5- LMC) �2 R O �o LLI 0 DRAWING TITLE: PHASE 1 IRRIGATION PLAN • Know what's below. Call before you dig. OCTOBER U) 2015 Z�Z APRl 2017 Exp Dat, OF C xv % DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mkl JOB NUMBER: 1362700 SHEET: LI -4 SHEET OF 27 TRACT #6873- PB5- LMC) N gg o f // // r� W 5 F W W0 �, 0 /1,11,J11 es} � f` / W f 11 CL W .,. 'f/�r,.d:sf. F%.'`�5,.:::f/���.F%ifiJ'3%f%��f%/�%`f%fikf' r:%�.,v..f9�',':::':�'k,�'.�:?fi,.';� ?'':ff,;?;g9Pl,:iQ':FKl •.Y 2 i C ►�, A20 f >4 f, f PHASE 2 A19 i`i'i % `�"sP ::`ls�'?:'`st �.::kf%� /:.".�•„��� PHASE 1 STUB UP FOR PHASE 2 IRRIGATION TO BE PROVIDED DURING PHASE 1 CONSTRUCTION. PHASE 1 IRRIGATION MAINLINE TO BE TERMINATED AT THIS POINT AND CAPPED FOR CONNECTION DURING PHASE 2 CONSTRUCTION. IRRIGATION COMMON AND CONTROL WIRES FOR PHASE 2 ARE TO BE PULLED AND PLACED IN A PULL BOX AT THIS POINT DURING PHASE 1 CONSTRUCTION. NOTE: SHOULD PHASE 2 BE CONSTRUCTED PRIOR TO PHASE 1, THEN THE PARTY RESPONSIBLE FOR THE CONSTRUCTION OF PHASE 2 WILL PROVIDE THE IRRIGATION CONTROLLER AND POINT OF CONNECTION COMPONENTS FOR PHASE 1, AND PROVIDE A STUB UP FOR THE COMPLETION OF PHASE 1 IRRIGATION. Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6873_IRRIGATION.dwg Layout: LI -5 Oct 19, 2015, 10 24am - �.:fix!//// y//N y�::w:.z;:�� :'::;r;, "%%:•',S•''.f:%?"//:'n;�. mom= 9. f ::�` % W/////////,q/y// �///.t' fiii.y�wf � /// �i/��%/� f'f',�Y////l�'�.�.� \:::if�.icv:'v."s':::f i:�£:„'.%•:.,;�::s5: _::::i::l:..�� ��:� �' /�/::� %J/////�i'J/J// %//f�i�:��F✓� �>��in� .9%�•'.�'�I I� BAKERSFIELD - PB5 /// --- CU co .r i U) M1111101_..._.................:._ .... IN raft n r M 1 \ A24 9.50 10.5 ,A25'” j' 26\ �21.0 tlY MW 1 PHASE 2 /MW ` 2 of y '/',•�:,F:,'ff,:::,'.':,.'''.•''.S.':�:',',,',�r % i ..sscf�/, s -f'. «:% rf:if a...:........:.A rrw.nw.,Y :•:,:;.fes : ff ,•'&'�...>.<;:� :>::>....� .. : ,:.,':t ..1:/,i. '/:%/% �vvf � .. ., :i A::: 1.`9% �. ice/ `../ // f /J.... f fes: /./f .�. :!/. ./,f ..f ../.:..r.:. ✓,/.:fin / / .....:.:. a.. /,�/�:.. .Y <. � ��:. : .:::: : � �r ': :... "//....:: :...,..f..f: .f �/� f � :. / ,.f.r mak. f ,../ / ,/`/• f fi' "/ f f�;:;///� f:r/fiif MATCH LINE SEE SHEET LI -2 REFER TO SHEET LI -10 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS KEY MA • 111=20'-O" ............ C 2 } co F - z W 5 W 2 00, U 0 (` U r- a CLJcfl J W O LO �F � o _WOzo LL r, o o Co t' o W J LL QLLJ QYF- U �� U) ~�' 01 (D M W O rn V / ce� W a a a U) 'W ~ = = rF'-' V / m m } m 2 U Ili �2 a ~ a a a U) t G a ~ = = W m m m m F- m o O Z v v v z 2 Lu DRAWING TITLE: PHASE 2 IRRIGATION PLAN s Know what's below. Call before you dig. * OCTOBER t'), 2015 � nary � APRIL 30. ?017 �� 9 EL nate �� of CAL���4 DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LI -5 SHEET 7 OF 27 TRACT #6873- PB5- LMD MATCH LINE SEE BELOW 33.5 »B5 3„ ..._.._-._ .............._................... IV11N I grl- 211 fi ,,�Y 1'1 AM MAN 19.0 B4 f '! 11/" s 23.5 B3 »..,.»,.... 11 , l I 2 I 11 /f M W ``-. /. 1 / t' t 3 11 1 :34.5/ B2 f Y n , 1 . 11 1 it 1 2 }� 1/4 1 11 1 /2 1 /2 11 � 1 ff r l ' J,I , J; 0101111001 / ��,f f ,fes I r >�yI is t , f _rl�l�rl!/ I / N T rm I I Or : / �!/ ✓r rm f. / f ! z .f: :f ,!! f� ,! £ ! ! ! £ s 21, 11/4" /1 ' �f 1 /z 33.3% mw 1 I 04/m/e/ i/ f II 'YI /mPHASE 3 OF ;!. �'?iII' �I� �... `•t'.�is�'1: �...� PHASE 1 MATCH LINE SEE SHEET LI -4 Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6873_IRRIGATION.dwg Layout: LI -6 Oct 19, 2015, 10:24am 0 ; r, CONTROLLER 'B' 32 STATION CONTROLLER 26 STATIONS USED MATCH LINE SEE BELOW i 1" t! <R i I ` �E2 ' i! 211 I ,5 11 BF 2 } ?ly3 S MF I.___........ _--....._.».W.».»_._ ........ ..............._ . 211 N I w x �% 211 �� i :l •p{f�`/y�yf K 11 f., f. i , :i 1 y� 11 / __ i f.. d-. rf o 'f•/'''. E ._......... ✓ G f f / ZUCCI s ,Npqo AY .... ...... f/ .......... J f" " . 'z 1€ K, y/�# .......... ' 11 :rl\ 11 I r T } 27.0 B6 i „ 3 Y W MW 11 , t` n., )� \k rf �fY/�lfffffff.!!%i% ..........-» _......,,_.... !.: // s ' } :Ln / 00/10 I i 'y o ,,k ` I /f A. ,k 'k ' y. } 1— 2 cm))f i w .f ! ; ,,,... I 3 I I I r l I f S! �I 1 I All I/r 11/4" ` f / � 1 n 1 ! rz 5. . �i 1114" 33.5 B5 MATCH LINE SEE ABOVE P.O. C. Irrigation Water Meter Shown Within Paving For Clarity Only, Refer to Civil Engineer's Plans for Exact Location. MATCH LINE SEE SHEET LI -7 T 100 N =.y s } £ t, os , 9. a / y ' / r h ! r„ 3 fir. >t / ! I 11/11 t t i 111 I ii is 2 1 11 s. Ai tt � �- ## f i I 3!' s i I / i rr� I X t 3 I S f I r� 11/11 ;l f 2" F f` . � ff" 11/m/m/701 11A i ss s. t t ( £_.__.._.._......... ..».......... ...._.»...__......... ff Ii 3 Alrimer r� l f / y / , I 54,3 s � s f I s ; : ............ .___.......... ....._._........... 1 MATCH LINE SEE ABOVE p BAKERSFIELD — PB5 KEY MAP N.T.S. WATER PRESSURE NOTE: CONTRACTOR SHALL VERIFY P.O.C. STATIC PRESSURE IN FIELD PRIOR TO BEGINNING ANY WORK. NOTIFY LANDSCAPE ARCHITECT FOR ANY DISCREPANCIES NOT SIMILAR TO STATIC PRESSURE GIVEN IN CRITICAL ANALYSIS. PSI: 90 PSI INFORMATION PROVIDED BY: CITY OF BAKERSFIELD NOTE A: WITH A 2" SERVICE LINE. N T POINT OF CONNECTION SHALL BE A WATER METER W N VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE 90 PSI DESIGN WATER PRESSURE 30 PSI MAXIMUM SYSTEM DEMAND 35.75 GPM RESIDUAL PRESSURE 11.58 PSI NOTE B: CONTROLLER 'B' SHALL BE A RAIN BIRD ESPLXME 32 STATION CONTROLLER ASSEMBLY INSTALLED IN AN OUTDOOR CABINET AS PART OF CONTROLLER ASSEMBLY. 26 TOTAL STATIONS USED. FINAL LOCATION OF CONTROLLERS AND ELECTRICAL P.O.0 SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO INSTALLED WITHIN PLANTING AREAS. VALVE LOCATION NOTE: ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. NOTES: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 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DRAWING TITLE: PHASE IRRIGATION PLAN 1,ODS 2 OCTOBE,R 19,1015 D.t, APRIL 30, 2017 Ch DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LI -9 SHEET 11OF27 TRACT #6873- PB5- LMD U) z LIJ :2 >.:::c 00, 0 J 00 _-j LL, o (C) 10rn Ln Uj N <, 20 > _j ( 6 9 00 0— LL] cf) J, 011-) W Lg,�j IT IT R <t Nd, < LLJ Y w _�D 1: Z U) < i3 < U) F- 0 co U) 6 w C/) DRAWING TITLE: PHASE IRRIGATION PLAN 1,ODS 2 OCTOBE,R 19,1015 D.t, APRIL 30, 2017 Ch DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LI -9 SHEET 11OF27 TRACT #6873- PB5- LMD In R Q i3 6 W 0 O W DRAWING TITLE: PHASE IRRIGATION PLAN 1,ODS 2 OCTOBE,R 19,1015 D.t, APRIL 30, 2017 Ch DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LI -9 SHEET 11OF27 TRACT #6873- PB5- LMD GENERAL IRRIGATION NOTES 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. IRRIGATION SCHEDULE SYMBOL `J/ 1111` v V 25 50 10 20 M * t'1 8 1401 1404 1402 1408 MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAINBIRD 1804 -SAM -PRS WITH HUNTER PCN NOZZLES 4,167 30 SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE. PRESSURE REGULATING. FLOOD BUBBLER, 4.0" POP-UP, FACTORY INSTALLED DRAIN CHECK VALVE. (1) HUNTER PCN -25 BUBBLER NOZZLE PER SHRUB. RAIN BIRD RWS-B-C 88 30 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. e1p2-14�ID8 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, 1401 1404 RAIN BIRD 1800-1400 FLOOD 364 30 COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. FIXED FLOW RATE (0.25-2.OGPM), FULL CIRCLE BUBBLER, 1/2" FIPT. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. 10 CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL A SCHEDULE 80 UNION AND SCHEDULE 80 BALL VALVE AT EACH REMOTE VALVE, TO BE THE SAME SIZE AS VALVE DOWN STREAM OF THE VALVE AT EACH VALVE LOCATION. VERIFY WITH CITY'S REPRESENTATIVE FOR EXACT CONFIGURATION. 11 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. SLEEVE CROSSINGS SHALL BE MARKED ON FACE OF CURB BY ENGRAVING'IR'. 12 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 13 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 14 CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. 15 CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF EXISTING MAINLINE TO PROPOSED MAINLINE. CONTRACTOR SHALL VERIFY ALL EXISTING MAINLINE CONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 16 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. 17 CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100 SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 18 CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NESCESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 19 CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. 20 CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE 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 REPLACE WITH SAME MANUFACTURER AND MODEL. 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 DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO 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 OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 25 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS-BUILTS FROM OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ALL LABOR AND MATERIALS REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THIS CONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE EXISTING ADJACENT IRRIGATION SYSTEMS. 26 ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. 27 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 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 OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 29 CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 30 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER. 31 CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. 32 CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL 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 AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE 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 UPON COMPLETION OF WORK. NO DISRUPTION OF EXISTING ADJACENT IRRIGATION SYSTEMS WILL BE ALLOWED COMPLETE AUTOMATIC OPERATION SHALL BE MAINTAINED FOR ALL ADJACENT EXISTING IRRIGATION SYSTEMS THROUGHOUT CONSTRUCTION. ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. Drawing: CAL1sers\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6873 IRRIGATION.dwg Layout: LI -10 Oct 19, 2015, 10:24am SYMBOL n H BF Ift MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD PEB 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. ATTACHED TO RAIN BIRD TSJ-12 APOLLO 102T GATE VALVE CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 1/4" - 3" MASTER VALVE / FLOW SENSOR 2" KCPFLOW-COMBO-200 2" MASTER VALVE AND 1 1/2" FLOW SENSOR COMBO. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. PURCHASED FROM KERN TURF SUPPLY. #P7162D-A-REV 8 FLOW SENSOR WIRE FROM JAIN IRRIGATION AND 14 AWG DIRECT BURIAL "BLUE", BOTH TO BE INSTALLED IN A 1.5" CONDUIT TO CONTROLLER. FEBCO 825Y 2" REDUCED PRESSURE BACKFLOW PREVENTER RAIN BIRD ESP8LXMEF WITH (04) ESPLXMSM4 RB3ESP24LXMEF 24 STATION COMMERCIAL CONTROLLER. WITH VITSB-22SS STRON BOX, KCP113GR GROUNDING ROD KIT, RB91Q4602B CELLULAR NETWORK, AND KCPCSA-LXMEF48 TERMINAL STRIP. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. PURCHASED FROM KERN TURF SUPPLY.TERMINAL STRIP. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. PURCHASED FROM KERN TURF SUPPLY. RAIN BIRD ESP8LXMEF WITH (08) ESPLXMSM4 40 STATION COMMERCIAL CONTROLLER. WITH STRON BOX SB22SS STRONG BOX ENCLOSURE, KCP113GR GROUNDING ROD KIT, RB91Q4602B CELLULAR NETWORK, AND KCPCSA-LXMEF48 TERMINAL STRIP. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. PURCHASED FROM KERN TURF SUPPLY. RAIN BIRD RAINGAUGE KCPLXME-RG RAIN SENSOR WITH VANDAL GUARD FOR MAXICOM OR SITECONTROL. CUSTOMIZES WEATHER DATA BY PROVIDING SITE-SPECIFIC RAINFALL MEASUREMENTS, AND SENDING TO CENTRAL CONTROLLER DAILY. EZ-FLO FERTILIZING SYSTEMS EZ005-FX ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER. USED FOR SMALLER COMMERCIAL LANDSCAPES, RESIDENTIAL, HOA -S, MODEL HOMES, AND GROWER APPLICATIONS. INSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTER THE BACK FLOW PREVENTER TANK CAPACITY: 5 GALLON V.I.T. PRODUCTS SBBC-45SS LOW PROFILE, TUBE AND WIRE CONSTRUCTION SMOOTH TOUCH SURFACE, STAINLESS STEEL BACKFLOW ENCLOSURE. 46.5"L, 28"H, 17.75"W (118.11 CM L, 71.12CM H, 45.085CM W). WITH FREEZE BLANKET. ELECTRICAL PEDESTAL ELECTRICAL PEDESTAL QTY 50 21 D 04, 0 1 CITY OF BAKERSFIELD GENERAL IRRIGATION NOTES 1. Install materials as called out in details and as per specifications. 2. There shall be no deletions or substitutions without the approval of the owner, their agent, and/or the landscape architect. 3. All sprinklers and valves shall be adjusted for required coverage with minimu-n or no overspray. Landscape architect shall have final approval. 4. Components locations are approximate and diagrammatic as indicated. 5. All irrigation lines running under paved surfaces shall be installed in schedule 40 PVC sleeves. No directional changes in the irrigation system shall be installed under pavement or hardscape areas. All sleeves shall be a minimum 2 times larger than the irrigation line. All sleeves crossing locations will be indicated by chiseling "IR" on the face of the concrete curb. Verify with C.O.B. for approved method and type. 6. All systems are designed for performance at 30 & 35 PSI pressure. 7. Developer shall provide electrical power to the controllers' locations. Controller locations are shown diagrammatically. Final location shall be decided at construction. Landscape contractor shall be responsible for final connection. 8. Points of connection shall be to existing water line. See water layout plans and plumbing plans for exact locations. 9. Contractor shall install controllers in enclosures in a Strong Box model 22 -SS. Verify with C.O.B. prior to installation. Install as per C.O.B. specifications. 10. Quantities indicated on irrigation schedule may not be accurate. Contractor shall be responsible to install all materials as per plans. 11. All irrigation valves shall be installed in square standard boxes and quick couplers shall be installed in 10" round boxes, Ametek or approved equal (per C.O.B.). Each box lid shall be heat branded. Verify with C.O.B for exact configuration. 12. Contractor shall provide and install two hot wires to each valve. Connect one (black) and the second (red) will be a spare. One (blue) wire shall be used for the master valve. Verify with C.O.B. 13. Contractor shall provide and install two root watering systems per tree. Verify with C.O.B. for exact configuations. 14. Contractor shall provide and install a schedule 80 PVC unions and ball valve, the same size as the valve, at each valve location. Verify with C.O.B for exact configuration. 15. The developer shall be responsible for assuring that any concrete footings from the adjacent block wall does not interfere with the installation and/ or location of the irrigation and landscape materials. 16. Contractor shall pressure test mainline at a min. of 125 PSI for (2) hours. To be verified by with C.O.B. NOTE: CONTRACTOR TO PROVIDE SOIL SAMPLE RESULTS TO THE CITY OF BAKERSFIELD. CRITICAL ANALY515 FUTURE PHASE STUB UP 2015-07-27 13:48 CAP MAINLINE AND BUNDLE COMMON AND CONTROL Water Source Information: WIRES FOR FUTURE VALVES IN A PULL BOX. M1 WATER METER 2" Water Meter Size: CITY OF BAKERSFIELD M2 WATER METER 2" 2 CITY OF BAKERSFIELD PRESSURE AVAILABLE IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 Static Pressure at POC: PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL Elevation Change: TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED Service Line Size: ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. - - IRRIGATION MAINLINE: PVC SCHEDULE 40 2 Pressure Available: Valve Callout - Valve Number Z # # _._ Valve Flow #° � Water Use Residual Flow Available: Valve Size QTY 50 21 D 04, 0 1 CITY OF BAKERSFIELD GENERAL IRRIGATION NOTES 1. Install materials as called out in details and as per specifications. 2. There shall be no deletions or substitutions without the approval of the owner, their agent, and/or the landscape architect. 3. All sprinklers and valves shall be adjusted for required coverage with minimu-n or no overspray. Landscape architect shall have final approval. 4. Components locations are approximate and diagrammatic as indicated. 5. All irrigation lines running under paved surfaces shall be installed in schedule 40 PVC sleeves. No directional changes in the irrigation system shall be installed under pavement or hardscape areas. All sleeves shall be a minimum 2 times larger than the irrigation line. All sleeves crossing locations will be indicated by chiseling "IR" on the face of the concrete curb. Verify with C.O.B. for approved method and type. 6. All systems are designed for performance at 30 & 35 PSI pressure. 7. Developer shall provide electrical power to the controllers' locations. Controller locations are shown diagrammatically. Final location shall be decided at construction. Landscape contractor shall be responsible for final connection. 8. Points of connection shall be to existing water line. See water layout plans and plumbing plans for exact locations. 9. Contractor shall install controllers in enclosures in a Strong Box model 22 -SS. Verify with C.O.B. prior to installation. Install as per C.O.B. specifications. 10. Quantities indicated on irrigation schedule may not be accurate. Contractor shall be responsible to install all materials as per plans. 11. All irrigation valves shall be installed in square standard boxes and quick couplers shall be installed in 10" round boxes, Ametek or approved equal (per C.O.B.). Each box lid shall be heat branded. Verify with C.O.B for exact configuration. 12. Contractor shall provide and install two hot wires to each valve. Connect one (black) and the second (red) will be a spare. One (blue) wire shall be used for the master valve. Verify with C.O.B. 13. Contractor shall provide and install two root watering systems per tree. Verify with C.O.B. for exact configuations. 14. Contractor shall provide and install a schedule 80 PVC unions and ball valve, the same size as the valve, at each valve location. Verify with C.O.B for exact configuration. 15. The developer shall be responsible for assuring that any concrete footings from the adjacent block wall does not interfere with the installation and/ or location of the irrigation and landscape materials. 16. Contractor shall pressure test mainline at a min. of 125 PSI for (2) hours. To be verified by with C.O.B. NOTE: CONTRACTOR TO PROVIDE SOIL SAMPLE RESULTS TO THE CITY OF BAKERSFIELD. CRITICAL ANALY515 1 Generated: 2015-07-27 13:48 P.O.C. NUMBER: PHASE 1&2 CONTROLLER'A' Water Source Information: City of Bakersfield FLOW AVAILABLE 90.00 psi Water Meter Size: 2" Flow Available: 120.00 gpm 2 20.00 ft PRESSURE AVAILABLE 87.00 nsi Static Pressure at POC: 95.00 psi Elevation Change: 5.00 ft Service Line Size: 2 1/2" Length of Service Line: 20.00 ft 2 Pressure Available: 92.00 psi DESIGN ANALYSIS 75.42 psi Maximum Station Flow: 38.25 gpm Flow Available at POC: 120.00 gpm Residual Flow Available: 81.75 gpm Critical Station: A5 2 Design Pressure: 30.00 psi Elevation Loss: 0.00 psi Friction Loss: 5.83 psi Fittings Loss: 0.58 psi Loss through Valve: 9.23 psi Pressure Req. at Critical Station: 45.63 psi 1 Loss for Fittings: 1.60 psi Loss for Main Line: 16.00 psi 1 Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 11.94 psi 1 Loss for Master Valve: 4.80 psi Loss for Water Meter: 1.20 psi Critical Station Pressure at POC: 81.17 psi Pressure Available: 92.00 psi 1 Residual Pressure Available: 10.83 psi 1 26,411 L.F. 6,703 L.F. CRITICAL ANALYSIS Generated: 2015-07-27 14:11 P.O.C. NUMBER:PHASE 3&4 CONTROLLER 'B' Water Source Information: City of Bakersfield FLOW AVAILABLE Water Meter Size: 2" Flow Available: 120.00 gpm PRESSURE AVAILABLE 0.00 psi Static Pressure at POC: 90.00 psi Elevation Change: 5.00 ft Service Line Size: 2 1/2" Length of Service Line: 20.00 ft Pressure Available: 87.00 nsi DESIGN ANALYSIS Maximum Station Flow: 35.75 gpm Flow Available at POC: 120.00 gpm Residual Flow Available: 84.25 gpm Critical Station: B14 Design Pressure: 30.00 psi Elevation Loss: 0.00 psi Friction Loss: 5.77 psi Fittings Loss: 0.58 psi Loss through Valve: 8.13 psi Pressure Req. at Critical Station: 44.47 psi Loss for Fittings: 1.19 psi Loss for Main Line: 11.92 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 11.99 psi Loss for Master Valve: 4.80 psi Loss for Water Meter: 1.05 psi Critical Station Pressure at POC: 75.42 psi Pressure Available: 87.00 psi Residual Pressure Available: 11.58 psi 15-&21• DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: nim JOB NUMBER: 1362700 SHEET: U-1 10 SHEET 120F 27 TRACT #6873- PB5- L AID x U - L � s � • a LU Z U U V U z 0 Ln W DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: nim JOB NUMBER: 1362700 SHEET: U-1 10 SHEET 120F 27 TRACT #6873- PB5- L AID CONTROLLER W IVIAWA CALCULATIONS 9: (ET-) 52.- �(ll`1C13e iyea ) bic Feet CF CONTROLLER W ETWU CALCULATIONS (ETJ x (x.62) x f(PF x HARE) + SLAI Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6673_IRRIGATION.dwg Layout: LI -11 Oct 19, 2015, 10:24am lar>t Water Use Type Plant Factor 0-0,352. k.�GQAI Y t 0,4-0,6 t 0.7 1:0 { Water1plse Hydro2� Type (s) (Ire z, PlantFater Area (IIIA) medium. 11Wh) {PF) [tt2l F'F x HA > l l l ti J:, ubic Feet I'm. 3. 39: Acre-feet 9 Millions of Gallons CONTROLLER V MAWA CALCULATIONS CONTROLLER V ETWU CALCULATIONS (E.T.) x (0.62) x (ff x HARE) +SLA] t Water Use T - Plant Factor () 0-0,352. yiq �g m F ( '�0.4-0,6 0.7 --1,0 Z .xi Plant Water Use Hydrozone W Type (e) (low, Plant Factor Area (HA) Hydrozone medium, high) (PF) (ttl PF x ISA (i" �q�+.............. ... ... .did ... r:. W ?Y I .....::.... ;.::.;; is ....... . O U Feet "et s of Gallons .0-('a8?3 PAl - DRAWING TITLE: IRRIGATION NOTES & CALCS Know what's below. Call before you dig. ti�N➢S C * OCTOBER 19, 2015 k o.tz — % APRIL 30, 20 ] 7 OF C x N'� DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: U-11 SHEET 130F 27 TRACT #6873- PB5- LMD () Z W 5 la - W O U L) M o LL J 00JFo (0 U') rn u) rn o U- J W U) 'moi fA � a_W<�? (W Q Y Q I— ��w U) m 1— Q W Q Q Q W co VJ`1—^ j j j j DRAWING TITLE: IRRIGATION NOTES & CALCS Know what's below. Call before you dig. ti�N➢S C * OCTOBER 19, 2015 k o.tz — % APRIL 30, 20 ] 7 OF C x N'� DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: U-11 SHEET 130F 27 TRACT #6873- PB5- LMD la - L) - Q__ Q Q Q Q Q co W j j j j j F 0 •0 N O Z v J U U U Z O W DRAWING TITLE: IRRIGATION NOTES & CALCS Know what's below. Call before you dig. ti�N➢S C * OCTOBER 19, 2015 k o.tz — % APRIL 30, 20 ] 7 OF C x N'� DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: U-11 SHEET 130F 27 TRACT #6873- PB5- LMD BAKERSFIEL D - PB5 / ! / i' / ,♦ i s f ♦ r A,01 s " f , TRA T 743 IN c� ,r / , s ; ,f f. f/ i , -...._.. + r a , : , Y� s / s , i f/ k 1 : ! l f A(D .„».., I. ..._ l / , : .Y 3 r/ s y g v ; f l ; ! ro f / + , • , s , --v v� r / ............ n,. / v CU -------- < < . ..... i :� - ........ ..... ................ .... ......................................._..,...._ i f : l+ O {(/ , f meq,/ �✓ Jy,gJ ,:,,' / ;.,: , . ”. ' :.�, � ,. ;>'' %t.9/l%/1//i'//Ifi. / �(\ /�.CL� „fes , � ," ;� i" ! 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Call before you dig. a OCTOBER ] y, 2015 Date APRIL 30., 9J Erp Dal - ,9 p ale,9p DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LP -1 SHEET 14OF 27 TRACT #6873- PB5- LMD i z LU LU 03, o ct000 U o LA— J J o ,^ 5 W �rA< y,y T�1- o W G O z'U U— B J C.0 LL.LU CI) 0p �, w /L1L r_ Q 0 = '0F3 o z U ~�0 //� C/) i / LU ♦ v/ ,f /f f' • 111=20'-O" i .15-15 X73 PH I DRAWING TITLE: PHASE 1 PLANTING PLAN • Know what's below. Call before you dig. a OCTOBER ] y, 2015 Date APRIL 30., 9J Erp Dal - ,9 p ale,9p DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LP -1 SHEET 14OF 27 TRACT #6873- PB5- LMD i i :i f / i `tt u ' i w r ni I m I m I m m 1 H 0 ba � � ai tin / / ! z Ci U V U U o > ! W • 111=20'-O" i .15-15 X73 PH I DRAWING TITLE: PHASE 1 PLANTING PLAN • Know what's below. Call before you dig. a OCTOBER ] y, 2015 Date APRIL 30., 9J Erp Dal - ,9 p ale,9p DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LP -1 SHEET 14OF 27 TRACT #6873- PB5- LMD i w rOil , :%,/ :M E.:o, i :.. :.: yi:' .•%:F �......t.��b�.. ':,:;x ... v/ee%t% .f5 i.:..v.:;flfrf:: ...»�.fl W ULi Li U Q 9::%11111111111 IIIIIIIIIIIIEM Mimi I Drawing: CALlsers\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6873_PLANTING dwg Layout: LP -2 Oct 19, 2015, 10 25a 6X6 CONC. MOW CURB (TYP.), PER CITY STANDARD, DETAIL 'B', SHEET IPD-3. 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Ti Jm W O cc V N LL Lu W Q S 0)iD O 1..1— a - r ` 0 Q 0 (n F -- W w I- m m ra 60 } m Y 2 v Cd a - 0 w m m ra In p > > > Z C U U U Z 0 D w rx DRAWING TITLE: PHASE 1 PLANTING PLAN w Ice- * OCTOBER P), 2015 �y Date APRIL 30, 2017 ��� 9 Esp D:d; OF C Al'x DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: ml JOB NUMBER: 1362700 SHEET: LP -2 SHEET15OF 27 TRACT #6873- PB5- LMD MATC HL MATC H Drawing: CAUsers\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT6873_PLANTING.dwg Layout: LP -3 Oct 19, 2015, 10:25am MATCH LINE SEE BELOW T 43 ADDITIONAL WIDTH OF LIVID ALONG GOSFORD RD. DUE TO EASEMENT FOR KERN DELTA WATER DISTRICT BAKERSFIELD - PB5 KEY MAP mms Emsm nm:m mom mmm on= 1-190= BROMM MMMMS WMMMMA MWmimm vj REFER TO SHEET LP -4 FOR PHASE 1 PLANTING LEGEND REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS I "If I LEMON N Arl/I LAYOUT PER CITY STAN94R DETAIL L-12 ON SHEET IPD-3 .. ............ - N.T.S. 1.15 -10A. 7.3 PA I U) O O add O O O oe � O O oo � LU O O,Ooe� O oe�� O O O ss� 0 0 °dam O � 04 > MATCH LINE SEE BELOW T 43 ADDITIONAL WIDTH OF LIVID ALONG GOSFORD RD. DUE TO EASEMENT FOR KERN DELTA WATER DISTRICT BAKERSFIELD - PB5 KEY MAP mms Emsm nm:m mom mmm on= 1-190= BROMM MMMMS WMMMMA MWmimm vj REFER TO SHEET LP -4 FOR PHASE 1 PLANTING LEGEND REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS I "If I LEMON N Arl/I LAYOUT PER CITY STAN94R DETAIL L-12 ON SHEET IPD-3 .. ............ - N.T.S. 1.15 -10A. 7.3 PA I DRAWING TITLE: PHASE 1 PLANTING PLAN • Know what's below. Call before you dig. OCIOBER 19, 2015 Date APRIL3-,- 2(17 Fxp Date OF C0 DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LP-3 SHEET 160F27 TRACT #6873- PB5- LMD U) z LU 2 UJI > 03, CA 0 Lu LLJ o) (ZD., :MIX - - — LL W Co 0 u,' m LL1 yo U) W W U) DRAWING TITLE: PHASE 1 PLANTING PLAN • Know what's below. Call before you dig. OCIOBER 19, 2015 Date APRIL3-,- 2(17 Fxp Date OF C0 DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LP-3 SHEET 160F27 TRACT #6873- PB5- LMD 2 Z LU 0 . . . z I C I 0 00 0 . . . . . z 0 0) LLI x DRAWING TITLE: PHASE 1 PLANTING PLAN • Know what's below. Call before you dig. OCIOBER 19, 2015 Date APRIL3-,- 2(17 Fxp Date OF C0 DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LP-3 SHEET 160F27 TRACT #6873- PB5- LMD I i I I 1 1 f I I ��'vo % im MATCH LATCH LINE SEE BELOW!/ Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_3740NLDI_PB5_TRACT 6873_PLANTING.dwg Layout: LP -4 Oct 19,2015,10:25am MATC H LINE SEE SHEET LP -6 ;0 09APHASE 3 PHASE 1 MATCH LINE SEE ABOVE CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL/SHEET PAVING P-1 CITY SIDEWALK COMMENTS: PER CIVIL ENGINEER W-1 PRODUCTION WALL COMMENTS: PER CIVIL ENGINEER 6"X6" CONC. MOW CURB COMMENTS: PER CITY STANDARD, DETAIL 'B', SHEET IPD-3 PLANT SCHEDULE PHASE I TREES BOTANICAL NAME COMMON NAME CONT CAL BAKERSFIELD - PB5 CALOCEDRUS DECURRENS INCENSE CEDAR 24"BOX U) LAGERSTROEMIA X'NATCHEZ' WHITE CRAPE MYRTLE MULTI -TRUNK 24"BOX OLEA EUROPAEA'SWAN HILL' TM SWAN HILL OLIVE 24"BOX PYRUS CALLERYANA BRADFORD' BRADFORD FLOWERING PEAR 24"BOX QUERCUS ILEX HOLLY OAK 24"BOX BOTANICAL NAME COMMON NAME CONT WUCOLS DIETES BICOLOR FORTNIGHT LILY 1 GAL LOW LEUCOPHYLLUM FRUTESCENS 'COMPACTA' COMPACT TEXAS RANGER 5 GAL MODERATE MYOPORUM PARVIFOLIUM TRAILING MYOPORUM 1 GAL LOW PHOTINIA X FRASERI PHOTINIA 5 GAL MODERATE RHAPHIOLEPIS INDICA'CLARA' INDIAN HAWTHORN 5 GAL LOW ROSA FLORIBUNDA'ICEBERG' ICEBERG ROSE 5 GAL MODERATE ROSMARINUS OFFICINALIS 'PROSTRATUS' DWARF ROSEMARY 1 GAL LOW KEY MAP 09 LANDSCAPE ANALYSIS: P1135 TRACT 6873, BAKERSFIELD, CA TREE ANALYSIS: P1135, PHASE 1 SQUARE FOOTAGE FROM BACK OF CURB TO BACK OF WALL 53,738 +/- SF BAKERSFIELD, CA PHASE 1 SQUARE FOOTAGE FROM BACK OF SIDEWALK TO BACK OF WALL: 41,302 +/- SF PHASE 1 PERCENT OF EVERGREEN TREES: 50% PHASE 1 MEDIAN SQUARE FOOTAGE BACK OF CURB: 29,530 +/- SF PHASE 1 MEDIAN SQUARE FOOTAGE BACK OF HARDSCAPE: 2,798 +/- SF REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS 111=20'-O" l • ; -&:S73 A4 DRAWING TITLE: PHASE 1 PLANTING PLAN Know what's below. Call before you dig. �,ODSC p w a OCTOBER 19. 2015 � Danz � APRIL Z, 2017 op C AO��� DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LP -4 SHEET 170F 27 TRACT #6873— PB5— LMD U) F_ z W 2 WUCOLS QTY REMARKS O U M N iJ � Jho ^� LL j MODERATE 23 o W (ZDIL o —u.F_;omW cc W U°wW " 0 o LOW 17 _ Q Y � J Q UQ H U) ~�0 (� J M W p Cl) LOW 6 F_ W MODERATE 38 U) LOW 27 QTY REMARKS 262 } m 174 Uj 586 0 6 154 449 38 271 Q Q Q Q 0 F F > > z U U U U z 7 w Ix LANDSCAPE ANALYSIS: P1135 TRACT 6873, BAKERSFIELD, CA TREE ANALYSIS: P1135, PHASE 1 SQUARE FOOTAGE FROM BACK OF CURB TO BACK OF WALL 53,738 +/- SF BAKERSFIELD, CA PHASE 1 SQUARE FOOTAGE FROM BACK OF SIDEWALK TO BACK OF WALL: 41,302 +/- SF PHASE 1 PERCENT OF EVERGREEN TREES: 50% PHASE 1 MEDIAN SQUARE FOOTAGE BACK OF CURB: 29,530 +/- SF PHASE 1 MEDIAN SQUARE FOOTAGE BACK OF HARDSCAPE: 2,798 +/- SF REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS 111=20'-O" l • ; -&:S73 A4 DRAWING TITLE: PHASE 1 PLANTING PLAN Know what's below. Call before you dig. �,ODSC p w a OCTOBER 19. 2015 � Danz � APRIL Z, 2017 op C AO��� DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LP -4 SHEET 170F 27 TRACT #6873— PB5— LMD PLANT SCH EDU LE PHASE 2 TREES . SHRUBS BOTANICAL NAME COMMON NAME CONT CAL CALOCEDRUS DECURRENS INCENSE CEDAR 24"BOX PYRUS CALLE RYANA 'BRADFORD' BRADFORD FLOWERING PEAR 24"BOX z BOTANICAL NAME COMMON NAME CONT WUCOLS DIETES BICOLOR FORTNIGHT LILY 1 GAL LOW LEUCOPHYLLUM FRUTESCENS 'COMPACTA' COMPACT TEXAS RANGER 5 GAL MODERATE PHOTINIA X FRASERI PHOTINIA 5 GAL MODERATE RHAPHIOLEPIS INDICA'CLARA' INDIAN HAWTHORN 5 GAL LOW REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS LANDSCAPE ANALYSIS: PB5_TRACT 6873, BAKERSFIELD, CA PHASE 2 SQUARE FOOTAGE FROM BACK OF CURB TO BACK OF WALL: 8,360 +/- SF PHASE 2 SQUARE FOOTAGE FROM BACK OF SIDEWALK TO BACK OF WALL: 5,385 +/- SF CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL/SHEET PAVING P-1 CITY SIDEWALK COMMENTS: PER CIVIL ENGINEER W-1 PRODUCTION WALL COMMENTS: PER CIVIL ENGINEER 6"X6" CONC. MOW CURB COMMENTS: PER CITY STANDARD, DETAIL 'B', SHEET IPD-3 N FROM OEM= Now= IBM= MEN= own= IBI W 1 W N W WT - U) r W Q Q W 17 W-1 CL moa WUCOLS QTY REMARKS MODERATE 9 MODERATE 8 QTY REMARKS 87 39 45 80 TREE ANALYSIS: PB5, BAKERSFIELD, CA PHASE 2 PERCENT OF EVERGREEN TREES: 53% /'4 / 7 r .. f • 't 3..� r r., 51 --, •.,. __..., ..,� .. .. ..,,,..._..,•... .....».............. F - , 0® 00 z / W U cn 2 W x o c) U , o iM` Uro Q W J O co w 6�< z�U ado LL q W Cf) U,omw 00 0) �w� =wW at o=zo o QY �JQ �1(1) INSTALL TEXTURED U ~0 ryas o COLORED CONCRETE U) V / F— AS DIRECTED BY THE f' W W a a a RECREATION & PARKS DEPARTMET. F— U) O> > F > z ci u u o U , Z 0 / f fJ f W 0Y /J. ..: .: ... ....... t , r,f %%% w .. f • 't 3..� r r., 51 --, •.,. __..., ..,� .. .. ..,,,..._..,•... .....».............. F - , 0® 00 z W U cn 2 W x o c) U --------------- .» _ IIMF ISM MATCH LINE SEE SHEET LP -2 Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6873_PLANTING dwg Layout: LP -5 Oct 19, 2015, 10:25am N.T.S. KEY MAP Z 11.=20'-O" 20' 0' 10' 20' 40' ff 0 �x U) i F - , 0® 00 z W U cn 2 _ IIMF ISM MATCH LINE SEE SHEET LP -2 Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6873_PLANTING dwg Layout: LP -5 Oct 19, 2015, 10:25am N.T.S. KEY MAP Z 11.=20'-O" 20' 0' 10' 20' 40' ff 0 �x } U) F - z W 2 W x o c) U , o iM` Uro Q W J O co w 6�< z�U ado LL q W Cf) U,omw 00 0) �w� =wW at o=zo o QY �JQ �1(1) U ~0 ryas o U) V / F— W W a a a F— U) } m x U o a a a a LLI O> > F > z ci u u o U , Z 0 W 0Y DRAWING TITLE: PHASE 2 PLANTING PLAN • Know what's below. Call before you dig. SODS a c� x OCTOBER 19 201 Date APRIL 30, 2017 9 h Dan �p C AL���� DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LP -5 SHEET 18OF 27 TRACT #6873- P65- LMD MATCH LINE SEE BELOW o oaf'...... - - - --- - ---------__ - WIN PHASE 3 1: oV•o FHA61= I MATCH LINE SEE SHEET LP -4 Drawing: C:XL1sers\Mike McDonnell\appdata\local\temp\AcPublish-3740NLDI—PB5—TRACT6873_PLANTING.dwg Layout: LP -6 Oct 19, 2015, 10:25am E MATCH LINE SEE BELOW 0 b -i MATC I C% C Poo, 0,DE-TAIL-'-B', , I SHEET IPD-3. ABOVE I MATCH LINE SEE SHEET LP -7 OC"'Wo. ffiftell 00 0 Coo) ABOVE BAKERSFIELD - PB5 N.T.S. KEY MAP 00 REFER TO SHEET LP -8 FOR PHASE 3 PLANTING LEGEND REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS fy 0 111=20'-O" 20' 01 10, 20, 40' -5-�h-'7;5 PA I- 0 z U) z O LLJ 5 LLj >.::t 03 , N LLI C) C, LO(.0 :2 UE,: -i C? U) U LL, W X CD W < F. <0 OD r 00 U) L/ormi W 10 1A W m W, 1.0 CO NO 0 Z ........... MATCH LINE SEE OC"'Wo. ffiftell 00 0 Coo) ABOVE BAKERSFIELD - PB5 N.T.S. KEY MAP 00 REFER TO SHEET LP -8 FOR PHASE 3 PLANTING LEGEND REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS fy 0 111=20'-O" 20' 01 10, 20, 40' -5-�h-'7;5 PA I- 0 z DRAWING TITLE: PHASE 3 PLANTING PLAN • Know what's below. Call before you dig. o ties OCTOBER 19, 2015 Dale APRIL 30, 201 DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LP -6 SHEET 19OF 27] TRACT #6873- PB5- LMD U) z LLJ 5 LLj >.::t 03 , N LLI C) C, LO(.0 :2 UE,: -i C? U) U LL, W CD W < F. <0 00 U) W W W F— CO DRAWING TITLE: PHASE 3 PLANTING PLAN • Know what's below. Call before you dig. o ties OCTOBER 19, 2015 Dale APRIL 30, 201 DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LP -6 SHEET 19OF 27] TRACT #6873- PB5- LMD L . U � LU 0 Z D) W 0: DRAWING TITLE: PHASE 3 PLANTING PLAN • Know what's below. Call before you dig. o ties OCTOBER 19, 2015 Dale APRIL 30, 201 DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LP -6 SHEET 19OF 27] TRACT #6873- PB5- LMD MATCH LINE SEE BELOW ATCH LINE SEE SHEET LP -6 Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6873_PLANTING.dwg Layout: LP -7 Oct 19, 2015,10 25am BAKERSFIELD - PB5 KEY MAP mmmm MEN= Wm on IImumm MENIN mmmm 111IMMI SEE= MEN= mrms BEEN memo SEMI MEM mmffm mammm momm mmm.0 moo= m 11 12 13 ...................... _.. . ...... __... ........... I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I j I I 0LI r f UI mmmo MATCH LINE SEE ABOV REFER TO SHEET LP -8 FOR PHASE 3 PLANTING LEGEND REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS S 111=20'-O" t , ,- 00 J LU LU LU �L/U W z M U N.T.S. 1 -5—V)S 3 } U) W z OCTOBER 19, 2015 2 Y Date APRIL i0, S17 Exp Date OF CAO LU x ODM U Q o U o /1L L J -iwo (C) , ui W to o M W U- z U f" _S O J 9 C. Lim 1( � W� LLQ J o 7 � 0 LlL.1LL w ' (�cnQ V <F0 W = _ v/////F ///�^/��� M i W a r a r a UjF— U) m } W m OCTOBER 19, 2015 Y Date APRIL i0, S17 Exp Date OF CAO x U ui o = _ i a a r a r a LU m m 0 Z J U U U U z 2 W DRAWING TITLE: PHASE 3 PLANTING PLAN Know what's below. Call before you dig. ties W OCTOBER 19, 2015 Date APRIL i0, S17 Exp Date OF CAO DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LP -7 SHEET20OF 27 TRACT #6873- PB5- LMD LANDSCAPE ANALYSIS: PB5 TRACT 6873, BAKERSFIELD, CA PHASE 3 SQUARE FOOTAGE FROM BACK OF CURB TO BACK OF WALL: 50,318 +/- SF PHASE 3 SQUARE FOOTAGE FROM BACK OF SIDEWALK TO BACK OF WALL: 36,363 +/- SF CONSTRUCTION LEGEND SYMBOL DESCRIPTION TREE ANALYSIS: PB5, BAKERSFIELD, CA PHASE 3 PERCENT OF EVERGREEN TREES: 55% PAVING P-1 CITY SIDEWALK COMMENTS: PER CIVIL ENGINEER W-1 PRODUCTION WALL COMMENTS: PER CIVIL ENGINEER DETAIL/SHEET 6"X6" CONC. MOW CURB COMMENTS: PER CITY STANDARD, DETAIL'B', SHEET IPD-3 Drawing: C:\Users\Mike McDonnell\appdata\local\temp\ACPublish_3740\LDI_PB5_TRACT 6873_PLANTING dwg Layout: LP -8 Oct 19,2015,10:25am PLANT SCH EDU LE PHASE 3 TREES BOTANICAL NAME COMMON NAME • CALOCEDRUS DECURRENS SHRUBS OLEA EUROPAEA SWAN HILL' TM PISTACIA CHINENSIS 'KEITH DAVEY' PYRUS CALLERYANA 'BRADFORD' INCENSE CEDAR SWAN HILL OLIVE CONT CAL 24"BOX 24"BOX KEITH DAVEY CHINESE PISTACHE 24"BOX BRADFORD FLOWERING PEAR 24"BOX BOTANICAL NAME COMMON NAME ABELIA X GRANDIFLORA GLOSSY ABELIA DIETES BICOLOR FORTNIGHT LILY ESCALLONIA RUBRA'NEWPORT DWARF' DWARF ESCALLONIA LEUCOPHYLLUM FRUTESCENS 'COMPACTA COMPACT TEXAS RANGER LIGUSTRUM JAPONICUM MYOPORUM PARVIFOLIUM PHOTINIA X FRASERI RHAPHIOLEPIS INDICA 'CLARA' ROSA FLORIBUNDA 'ICEBERG' JAPANESE PRIVET TRAILING MYOPORUM PHOTINIA INDIAN HAWTHORN ICEBERG ROSE ROSMARINUS OFF ICI NALIS 'PROSTRATUS' DWARF ROSEMARY REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS CONT WUCOLS 5 GAL MODERATE 1 GAL LOW 5 GAL MODERATE 5 GAL MODERATE 5 GAL LOW 1 GAL LOW 5 GAL MODERATE 5 GAL LOW 5 GAL MODERATE 1 GAL LOW WUCOLS QTY REMARKS MODERATE 29 LOW 10 MODERATE 6 MODERATE 25 z QTY REMARKS 106 102 27 111 75 91 300 104 374 48 186 BAKERSFIELD — PB5 N.T.S. KEY MAP Z 111=20'-O" 20' 0' 10' 20' 40' { - —61-)6 (5 N 1— } U) z LU 75 Y LU 2 0��, U o Uro L.L J 00 U') LiJ 6 Y.L z 0 TSF aD �.iM..l ^ L— o J U' m a � L L W a O Q W N I_ J Q rn U< ~C° U) M 1 LL1 W Q F F WL 1r /^, v } In Y 2 U Q O s 2 Q F F CO) W 9 D D D D z J L U U U z O W DRAWING TITLE: PHASE 3 PLANTING PLAN . . . . . . . . . . Know what's below. Call before you dig. s � ti 2 OCTOBER 19, 2015 Daae APRIL p 30 "017 �1 DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LP -8 SHEET21 OF 27 TRACT #6873- PB5- LMD i`mom. NNE= MEN= Imm BAKERSFIELD - PB5 ............ KEY MAP LANDSCAPE ANALYSIS: P1135 TRACT 6873, BAKERSFIELD, CA PHASE 4 SQUARE FOOTAGE FROM BACK OF CURB TO BACK OF WALL: 13,003 +/- SF PHASE 4 SQUARE FOOTAGE FROM BACK OF SIDEWALK TO BACK OF WALL: 7,459 +/- SF TREE ANALYSIS: P1135, BAKERSFIELD, CA PHASE 4 PERCENT OF EVERGREEN TREES: 52% CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL/SHEET PAVING P-1 CITY SIDEWALK COMMENTS: PER CIVIL ENGINEER W-1 PRODUCTION WALL COMMENTS: PER CIVIL ENGINEER 6"X6" CONC. MOW CURB COMMENTS: PER CITY STANDARD, DETAIL'B', SHEET IPD-3 Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6873_PLANTING.dwg Layout: LP -9 Oct 19, 2015, 10:26am PLANT SCH EDU LE FHASE 4 TREES SHRUBS O 0 0 BOTANICAL NAME CALOCEDRUS DECURRENS OLEA EUROPAEA'SWAN HILL' TM PISTACIA CHINENSIS 'KEITH DAVEY' BOTANICAL NAME ABELIA X GRANDIFLORA DIETES BICOLOR LIGUSTRUM JAPONICUM RHAPHIOLEPIS INDICA'CLARA' ROSA FLORIBUNDA'ICEBERG' COMMON NAME INCENSE CEDAR SWAN HILL OLIVE �- CIL F. .:.d . CONT CAL WUCOLS QTY REMARKS 24"BOX MODERATE 11 24"BOX KEITH DAVEY CHINESE PISTACHE 24"BOX COMMON NAME GLOSSY ABELIA FORTNIGHT LILY JAPANESE PRIVET INDIAN HAWTHORN ICEBERG ROSE ROSMARINUS OFF ICI NALIS 'PROSTRATUS' DWARF ROSEMARY CONT WUCOLS 5 GAL MODERATE 1 GAL LOW 5 GAL LOW 5 GAL LOW 5 GAL MODERATE 1 GAL LOW REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS LOW 2 MODERATE 12 QTY REMARKS 102 144 100 /0 :M N.T.S. 174 10 O Z 13 1"=20'-O" 20' 0' 10' 20' 40' 15 0975 P;4 m U) z W od U , N i-- U�o .J 00 J LLJ O (C) o U') W � zoo o C) E J, I C N 0. W CO U o °w° Q..Q Q Q U.I c? rJn 4 U Q "oJ m U) I— W LLI Q a 'u a a (n m U Lu Q i Q a 'u a a 111 D D I I Lu m m v 0 Z J U U U Z O N Lu DRAWING TITLE: PHASE 4 PLANTING PLAN Know what's below. Call before you dig. � I a OC F BER 19, 201 Dale / APRIL ; 0, 2017 �. 4 �� Op C aL,N DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LP -9 SHEET 220F 27 TRACT #6873- PB5- LMD VALVE L) ANCHOR O TEE CONCRETE THRUST3,LOG< (TYPICAL) 8 "100 ELL 22 1/2° ELL CRO55 PLUG �py 77777 7 A' 777 NOTE -5: 1. ALL MAiNLINIES INSTALLED SHALL BE TESTED AS PER MANUFACTURF-5 91"MIFIOATIONS AND 94AU BE A PART 45o TEE OFTHEINSTALLATION SPECIFICATIONS. 45o TEE ELEVATION 2.ALL TRE%.HIN5 DEPTHS SHALL BE PER CITY STANDARD SHEET L-2, DETAILS D, E, AND F� 3. PORTLAND CEMENT CONCRETE USED FOR THRUST ELOCK5 54ALL BE CLASS S' AS PER APPLICABLE FRW506 OF SECTION qO OF THE STANDARD 51ECIFICATION5 OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION, APPROVED SUDDEN' EDITION. Z,., 4� THRUST BLOCK55 SHALL BE LS, M- AT CHAtr-C-5 OF DIRECT11ON 1,tDIDS, TEES), CRAI OF VELOCIrt' (REDUCERS; VALVES), AND PIPE DEAD ENDS. 5. 44EN TIFW5T MOCKS ARE USED, THE SIZE AND 45- L REDUCER TYPE OF THE BLOCKN5 MUST BE BASED ON THE MAXIMUM THI;?V5T FORCE EXPECTED AND THE LOAD- K-AR1Vv CAPACITY OF THE SOL, 6, ALL CO'4CRETE THRUST BLOCKS SHALL BE IN ACCORDANCE WITH THE LATEST APPROVED EVIT10N OF THE UNIFORM FLUMBIN& COPE 0 777 77 CITY OF BAKERSFIELD REVISIONS DETAILS FOR THRUST BLOCKS SHT OF .....In_ 9PPRiJ'.rkII RCE xxxxx D - TRUST B LO �CKS N.T. . STANDARD PLAN NO. L-5_ Drawing: ZA0 - LDRODESIGN JOBS\BAKERSFIELD\GTIS-GID Hold ing\PB5\WO RK ING DRAWINGS\TRACT 6873\LDI-PB5-TRACT 6873 -STANDARD DETAILS.dwg Layout: IPD-1 I Oct 19, 2015, 10:26am KA — I GT ON UNIT TR PROTE . .. . ............... 71 . .... . ..... (0.454 - 4 FINISHED CP,AVE REQUIRED ON ALL A55EMBLIES- MIN CONCRETE R� 5LA5 PLAN ZED PIPING & FAL r7N,60 DF'ZVU0EV PRESSURE BACKFLOW A55EMBL"r (Greater than :2.0" (50mrn) Dia.) ni L �4 POTABLE WATER PROTECTION N.T.S. NOTE: VIT STRONG BOX SBBC45SS STAINLESS STEEL BACKFLOW ENCLOSURE, IF BIGGER THAN 2.5" NEED LARGER SIZE. as 1.01 (0 0) FOR NOTES: SPRAY WAM '0'So (17"") FOR ReBLER5 1, USE TEFLON PIPEE ON ALL TREADED JOINTS I P—ee 2. ALL R15M AND NIPPLES 5HALL 13E 50H. bo PV(, ALL FITTINGS SHALL BE 5CH. 40 PVC. 5, ALL LATERALS SHALL BE CLASS 200 PVC OR A6 REQUIRED ON PLANS. Q FLEX NIPPLE (TIF) 4. HO IRRI6ATION HEADS ARE INSTALLED WITHIN EMMOO75, (5T) 09 A DRAIN VALVE OR CIqBCK VALVE 15W,:OUIRX To PREVENT EROSION. (55T) CHECK VALVE5 AND DRAIN VALVES SHALL BE INSTALLED AT LOCATIONS LATERAL. LINE AS PRESCRIBED BY THE SPECIFIED CONDITIONS AND SHALL BE APPROVED BY THE RECREATION AND PARKS, DIRECTOR PRIOR TO 5UPPLIZ915HEV5 SPRAY HEAD CEMENT AND USE. 5. ALL POP LIP HEADS SHALL BE 2.0' (45m) FROM CONCRETE INSTALL Tor Or LEAD OZI AND ASPHALT AREII,6, ALL LAR6E WILIS IRR16ATION WADS (PART (0well ABOVE F.G.FORFINISHEa CIRCLE) 514ALL BE 4,0' (10".) FROM CONCRETE AND ASPHALT PART CIRrLE ATI 4,0' GRAM AREAS. HE16HT OF POP LIP HEADS SHALL BE AS POLLOkG; (loom," FOR FU-:. CIRCLE. 6A"10.15W FOR I" AREAS, ID, (0-0117) FOR 9RV35 ID, (0_1e11) FOR 6ROJO COVERS N; PART CIRCLE IRRIOATION HEADS ARE ADJACENT: TO A BUILVIW U WALL WALL, LOCATE WADS MIN. 4'(100ffn) FROM PAGE OF LILDIWK To TRIPLESAIN6 JOINT BACK OF IRRIGATION WAD. 1. TRIPPLE 5KNI9 JOINT SHALL BE RAINBIRD 5A SERIES OR APPROVED EWAL LATERIAIL LIT ANY AND ALL CHWR5 FROM TH15 STANDARD DETAIL 5HEET SHALL BY APPROVED BY THE RECREATION AND PARKS DIRECTOR (4� L6ff_4C R62I_M_Qunt@d2 q. SEE APPROVED LANV%APEARRIISATION PLANS AND LE6END5 FOR SPECIFIC MOM WeER5, SIZE, GUAN T ITY, MANUFACTURERS, FIN&W GRAM FINISHED CRAVE IN TURF AREAS PLASTIC ROUND VALVE BOX WITH BOLT DOM PIP[ COVER, USE 5TANLE-_6 BOLT NUT AND 1445HER ELL (5T) OR i HEAT BRAND 'XVI'ONTO LID. TEE (EST) QUICK COUPLER KEY WITH MALE HOSE 515 rATERAL L: --11 THRFAVEO CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX BAREI�> ELL ----- FINISHED -,`RADE IN 5W-5 AREAS 4 MIN. I PIPE Ski- MNSHED ------------- QUICK COUPLER VALVE ------ -------------- 5TANLE55 STEEL CLAMP BRICK 5UFPORTz 5C44. 50 FVr NIPPLE, Mr) e RIFLE SWING JGINT ..... . ... . TRIPLE 51 JOINT #4 x 36" REAR STAKES, 2 REWIRED ............. LANDSCAPE ANDSCAPE FABRlC/4" ROCK, CABIC, FT. EQr UP vM6_1f &62 alas C, (Bottom Mounted) CITY OF BAKERSFIELD REVISIONS LANDSCAPE AND IRRIGATION DETAILS FOR VARIOUS IRRIGATION HEADS STANDARD PLAN NO. SHT ..._K.-..- OF . -'A_ APPROVED RCE XXXXN DATE" L-8 L-8 IRRIGATION HEADS N`0 J N.T.S. Z.n+ In 1-1 ELECTRICAL CONDUIT NOTES! ROADHAY 'HARD5CAPE TREET SLEEVE 16 -7 -OF -HAY ONLY 5' (0.45m) BEHIND 16-!T -0E -NAY LNE CONDUIT / FPlW5PLAN VIEW 1, WHEN CRO551N& UNDER, ROADWAYS OR ANY OTHER HARD SURFACE, ALL ELECTRICAL WIRING AND WATER LINES SHALL BE INSTALLED 23' (0116m) DEEP, IN A SCHEDULE 40 PVC SLEEVE. SLEEVE SHALL BE 2 TIMES DIAMETER OF CONDUIT/ PIPINIS. ALL. -GYRI CONDUIT SHALL HAVE IMIN, VIA. FOR 110 VOLTS AND 2'141N. DIA. FOR LOW VOLTA6E. 2.5LEVE SHALL EXTEND 10(05m) BEYOND HADR-13CAFF ON ALL ENDS 3. IMPPZOV17MEI WITHIN THE DEDICATED 57RC-ET Ri6HT-OF4iAY MAY REWIRE AN OPEN STREET PERMIT. CHECK WITH CITY 51,16INEERIN6 DEPARTMENT FOR REOUIREME". 4, HC;E OPEN STREET CUTS ARE REQUIRED To INSTALL VARIOUS !RRICATIONLINES AND /OR WIRES. ALL STREET PATCH WITHIN rif CITY RI 6HT-OF-KAY SHALL BE IN ACCORDANCE WITH CV STANDARD ST -12 OR AS DIRECTED BY THE 011Y BNOINEE-R. 5, ANY AND ALL CHANSC55HALL BE APPROVED BY THE RECREATION AND FARK5 DIRECTOR PRIOR TO 6. ALL ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH CITY 5TANPAIRDS, MANUFACTURER'$ REWMWN1;IATIOI0 SECTION 20 OF THE STANDARD 5PECIFICAT:01,15, AND AS DIRECTED 13Y THE RECREATION AND PARKS DIRECTOR, 1. ALL MATERIAL USED SHALL BE NEWANDFREE FROM IMPERFECTIONS S. ALL ELECTRICAL INSTALLATION'S WITHIN PARKS OR PARKWAYS 5HALL BE INSPECTED BY PUBLIC AM5 EEE-TRICAL SUPERVISOR. 41. NO O1+ER CONDUIT OR PIPING MAY BE ALLOPED HTHIN ELECTRICAL OR CONTROL LINE TRENCH, 4D'I (0 14 ........... FINISHED 6RADE ;BROADWAY IHARD9,APE,,,�_��! I` - SLEEVES CITY OF BAKERSFIELD DETAILS FOR ELECTRICAL CONDUIT TRENCHING, SI,EEVING, AND BACKFILT., SHT z!__ OF__ 1A.. I APPROVED R(I'L x'11yxN FIFN6 REVISIONS STAINI)ART.) PLAIN NO, L-3 L-3ELECTRICAL/ SLEEVING/BACKFILL LJ N.T.S. TOP MOUNT 5TAINLE55 STEEL CONTROLLER EN(,LO5-'JRE -DIRECT BURIAL GONTRTROOL HIRES TONSIDE VEEW 'SEE TOTE 03 ON EXPAN510N LOOP NOTES: AUTOMATIC :20 -VOLT SERVICE VALVES, I. EXCEPT AS NOTED, ALL PIPING AND FITTIW5 SHALL BE i FRONT VIEW51E A5 CONTROLLER LER AUTOMATIC 6ALVA41ZED 14155 APPROVW BY THE CONTROL- OR APPROVED EQUAL RECREATION AND PARKS DIFeCTOR, NOTES. - BALL VALVE (LINE 51z!!) BRASS FITTINGSNI• PPLES 2 USE TEFLON PIPE TAM ON ALL THREADED JOINTS OR NOT FLANGES, CITY 5T "+D" THE LATEST ED!TION OF THE CALIFORNIA PLUMBING REWIRED TO RECEIVE THE PE05TAL MOUNTED IRRIGATION CONTROL APPROVED Ba)AL BY THE RECREATION NO PARKS DIRECTOR. WILL 15E BkL L lu DENSITY PRIOR TO PLACEMENT OF CONCRETE %_AB. 5. ALL MATERIALS 54 LL BE NEK AND FREE FROMIMPERFECT10%. BRA55 Fl- -.1 NES T I 4. SEE APW PRO�LAN95CAPE�IRRIISATION PLANS AND EI TIM'r OF 304 GRADE 5TANLE55 STEEL ABOVE H*HE57 -'SPRINKLER HEAD FIN154ED f LBSENM FOR SPECIFIC MODEL KIMEIERS, SIZE, QUANTITY, 4. FORM CONCRETE BASE - 6" MIN. TH110KNE55. EXTEND CONCRETE 6,1 REQUIREMENTS. BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE WITH 1/2% SLOPE GRADE MAN tVT0)0ZS, AND PERPOI REWIR—e-ENTS. APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR (1:%15 ONLY) TO ANY TYPE OF CONSTRUCTION. PLAOAPD5. 1.5' MIN. -7 !.5. MIN. 5. ALL TRANSITIONS FROM 6ALVANIZED PIPE TO PVC PIPE SHALL BE CONSTRUCTED WITH 00 J Lu (c) i-- $LAB FIN!514�. %HXV-E 40 FEMALE ADAPTER OR H THE POPER, SUPPLY OR VALVE HRIN6. LOCATE HE HAXi Q) U) M BRICK APPROVED EGIUAL BY THE RECIRPATION AND PARKS DIRECTOR DMLEP.4� TAPM AT COM CABLE WAR THE MAIN LINE AT A q O'CLOCK POSITION. x 6. A 6.0' (0.1W THICK MWOWW CONCRETE SLAB 15 RRI-116ATION MAINLINE AT THE 5 O'CLOCK P05171a,. .40 UNIONS FEMALE ADAPTOR REQUIRED FOR ALL WER PROTECTION DEVICE6 MINIMUM 6. ALL HI;E COW(ECTIONE, SHALL BE KATERPROOF AND APPROVED BY THE RECREATION AND PARKS DIRECTOR. 91 WILL NOT CLEARANCE %tALL BE 15'(045m) ON ALL 540M OF THE BE ALLOI UNLESS APPROVED BY THE REGREAT AND 4. ALL PVC SOLVENT (eLUE) SHALL BE #711 (PRIMER :S MAIN LINE DEVICE NO AS DIRECTED BY THE RECREATION AND PAI DIRECTOR USE OF A SPLICE BOK Z7. S. LANDSCAPE AND IRRIGATION IMPROVE!,,1ENT5 WITHIN THE SEE CITY STANDARD J, 9f ET L-4 1. MAINTAIN 20('Ohm) SEPARATION 5 R E"I'm EMOTE DEDICATED STREET R6HT-OF-NAY MAY RBXIRr- AN OPEN CONTROL. VALVES (CENTERLiNE TO CENTERLNE) W+B MORE THAN AND 2.0' f5Orr�n) ABOVE FIN15HW GRADE IN PLANTER AREA. THE 157ZET PERMIT. CHECK WITH CITY EN61NEERIN6 DEPARTMENT PLA5TI,C`OLLO11NC7VALVE 5OXF-5 AND LID5 OR APPROVED EGJAL CA;tAM T. ALL IRR16ATION INSTALLATION 9RALL BE IN ACCORDANCE WITH IRR16ATION LINES OR MOVING SOX. AND LIDS BELCH MUST BE APPROVED BY THE RECREATION, AND PARKS V!MTOR, b. INHERE OPEN STREET CUTS ARE REOUIRED To INSTALL. VARIOUS CITY STANDARDS, THE LATEST KZEPTED EDITION OF THE q. ALL IRRIGATIONS IN5TALLATION5 SHALL BE NAXORDANCE WITH CORRUGAT ED VALVE BOX WITH BOLT DOH,N COVER. CITY STANDARD5, THE LATEST APPROI EDITION OF THE UNIFORM LNIFORM PLU116111,16 COPE, MANUFACTUI;IERI5 MCOI1011ENDATION, PLUMBING CODE, 41ANUFACTURER5 WXOMMENVAT M1, SECTION VA -4111 SECTION 20 OF THE STANDARD SPECIFICATIONS, AND AS FROM KATER / P41FZE PULL BOX: NDS PRO SERIES 15"X20' JLMSO CTW BY THE RECREATION*0 PARKS DIRECTOR METER BACKFLON A55EM5LY TO VALVES 10, ALL MATERIALS USED SHALL BE NEA AND FREE FROM DEFECTS. STANDARD 5T-12 OR AS DIRECTED BY THE CITY EN65INEER. T ALL IRRIGATIONLATERAL LINES 5HALL BE CLASS 200 FV(. (2.0"(50mm) and less) 6. MY AND ALL CHANGES SHALL 13E APPROVED By THE AND PARKS DIRECTOR PRIOR TO IMPLEMENTATION. REWIRED FOR EACH MANIFOLD (BUNDLE OF 'VALVE5). EXTRA IF A LATERAL LINE 15 LOCATED UNDER A HARD SURFACE, RECREATION AM PAWS DIRECTOR BEFORE IMPIMMWATIOK 12. SEE APPROVED LAND56APEARRI&ATION P",11I AND LESem CITY" OF BAKERSFIELD REVISIONS SCHEOUI-E 40 PVC 15 REWIRED. FOR $MAL,,,. DETAILS FOR POTABLE CITY Off' BAKERSFIELD REVISIONS WATER PROTECTION DETAILS FOR REMOTE CONTROL VALVES STANDARD PLAN NO. SHT 1_ OF APPROVED DATE L-4 ACCORDANCE WITH MANUFACTURES RECOMIMENVATIONIAND 0 ni L �4 POTABLE WATER PROTECTION N.T.S. NOTE: VIT STRONG BOX SBBC45SS STAINLESS STEEL BACKFLOW ENCLOSURE, IF BIGGER THAN 2.5" NEED LARGER SIZE. as 1.01 (0 0) FOR NOTES: SPRAY WAM '0'So (17"") FOR ReBLER5 1, USE TEFLON PIPEE ON ALL TREADED JOINTS I P—ee 2. ALL R15M AND NIPPLES 5HALL 13E 50H. bo PV(, ALL FITTINGS SHALL BE 5CH. 40 PVC. 5, ALL LATERALS SHALL BE CLASS 200 PVC OR A6 REQUIRED ON PLANS. Q FLEX NIPPLE (TIF) 4. HO IRRI6ATION HEADS ARE INSTALLED WITHIN EMMOO75, (5T) 09 A DRAIN VALVE OR CIqBCK VALVE 15W,:OUIRX To PREVENT EROSION. (55T) CHECK VALVE5 AND DRAIN VALVES SHALL BE INSTALLED AT LOCATIONS LATERAL. LINE AS PRESCRIBED BY THE SPECIFIED CONDITIONS AND SHALL BE APPROVED BY THE RECREATION AND PARKS, DIRECTOR PRIOR TO 5UPPLIZ915HEV5 SPRAY HEAD CEMENT AND USE. 5. ALL POP LIP HEADS SHALL BE 2.0' (45m) FROM CONCRETE INSTALL Tor Or LEAD OZI AND ASPHALT AREII,6, ALL LAR6E WILIS IRR16ATION WADS (PART (0well ABOVE F.G.FORFINISHEa CIRCLE) 514ALL BE 4,0' (10".) FROM CONCRETE AND ASPHALT PART CIRrLE ATI 4,0' GRAM AREAS. HE16HT OF POP LIP HEADS SHALL BE AS POLLOkG; (loom," FOR FU-:. CIRCLE. 6A"10.15W FOR I" AREAS, ID, (0-0117) FOR 9RV35 ID, (0_1e11) FOR 6ROJO COVERS N; PART CIRCLE IRRIOATION HEADS ARE ADJACENT: TO A BUILVIW U WALL WALL, LOCATE WADS MIN. 4'(100ffn) FROM PAGE OF LILDIWK To TRIPLESAIN6 JOINT BACK OF IRRIGATION WAD. 1. TRIPPLE 5KNI9 JOINT SHALL BE RAINBIRD 5A SERIES OR APPROVED EWAL LATERIAIL LIT ANY AND ALL CHWR5 FROM TH15 STANDARD DETAIL 5HEET SHALL BY APPROVED BY THE RECREATION AND PARKS DIRECTOR (4� L6ff_4C R62I_M_Qunt@d2 q. SEE APPROVED LANV%APEARRIISATION PLANS AND LE6END5 FOR SPECIFIC MOM WeER5, SIZE, GUAN T ITY, MANUFACTURERS, FIN&W GRAM FINISHED CRAVE IN TURF AREAS PLASTIC ROUND VALVE BOX WITH BOLT DOM PIP[ COVER, USE 5TANLE-_6 BOLT NUT AND 1445HER ELL (5T) OR i HEAT BRAND 'XVI'ONTO LID. TEE (EST) QUICK COUPLER KEY WITH MALE HOSE 515 rATERAL L: --11 THRFAVEO CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX BAREI�> ELL ----- FINISHED -,`RADE IN 5W-5 AREAS 4 MIN. I PIPE Ski- MNSHED ------------- QUICK COUPLER VALVE ------ -------------- 5TANLE55 STEEL CLAMP BRICK 5UFPORTz 5C44. 50 FVr NIPPLE, Mr) e RIFLE SWING JGINT ..... . ... . TRIPLE 51 JOINT #4 x 36" REAR STAKES, 2 REWIRED ............. LANDSCAPE ANDSCAPE FABRlC/4" ROCK, CABIC, FT. EQr UP vM6_1f &62 alas C, (Bottom Mounted) CITY OF BAKERSFIELD REVISIONS LANDSCAPE AND IRRIGATION DETAILS FOR VARIOUS IRRIGATION HEADS STANDARD PLAN NO. SHT ..._K.-..- OF . -'A_ APPROVED RCE XXXXN DATE" L-8 L-8 IRRIGATION HEADS N`0 J N.T.S. Z.n+ In 1-1 ELECTRICAL CONDUIT NOTES! ROADHAY 'HARD5CAPE TREET SLEEVE 16 -7 -OF -HAY ONLY 5' (0.45m) BEHIND 16-!T -0E -NAY LNE CONDUIT / FPlW5PLAN VIEW 1, WHEN CRO551N& UNDER, ROADWAYS OR ANY OTHER HARD SURFACE, ALL ELECTRICAL WIRING AND WATER LINES SHALL BE INSTALLED 23' (0116m) DEEP, IN A SCHEDULE 40 PVC SLEEVE. SLEEVE SHALL BE 2 TIMES DIAMETER OF CONDUIT/ PIPINIS. ALL. -GYRI CONDUIT SHALL HAVE IMIN, VIA. FOR 110 VOLTS AND 2'141N. DIA. FOR LOW VOLTA6E. 2.5LEVE SHALL EXTEND 10(05m) BEYOND HADR-13CAFF ON ALL ENDS 3. IMPPZOV17MEI WITHIN THE DEDICATED 57RC-ET Ri6HT-OF4iAY MAY REWIRE AN OPEN STREET PERMIT. CHECK WITH CITY 51,16INEERIN6 DEPARTMENT FOR REOUIREME". 4, HC;E OPEN STREET CUTS ARE REQUIRED To INSTALL VARIOUS !RRICATIONLINES AND /OR WIRES. ALL STREET PATCH WITHIN rif CITY RI 6HT-OF-KAY SHALL BE IN ACCORDANCE WITH CV STANDARD ST -12 OR AS DIRECTED BY THE 011Y BNOINEE-R. 5, ANY AND ALL CHANSC55HALL BE APPROVED BY THE RECREATION AND FARK5 DIRECTOR PRIOR TO 6. ALL ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH CITY 5TANPAIRDS, MANUFACTURER'$ REWMWN1;IATIOI0 SECTION 20 OF THE STANDARD 5PECIFICAT:01,15, AND AS DIRECTED 13Y THE RECREATION AND PARKS DIRECTOR, 1. ALL MATERIAL USED SHALL BE NEWANDFREE FROM IMPERFECTIONS S. ALL ELECTRICAL INSTALLATION'S WITHIN PARKS OR PARKWAYS 5HALL BE INSPECTED BY PUBLIC AM5 EEE-TRICAL SUPERVISOR. 41. NO O1+ER CONDUIT OR PIPING MAY BE ALLOPED HTHIN ELECTRICAL OR CONTROL LINE TRENCH, 4D'I (0 14 ........... FINISHED 6RADE ;BROADWAY IHARD9,APE,,,�_��! I` - SLEEVES CITY OF BAKERSFIELD DETAILS FOR ELECTRICAL CONDUIT TRENCHING, SI,EEVING, AND BACKFILT., SHT z!__ OF__ 1A.. I APPROVED R(I'L x'11yxN FIFN6 REVISIONS STAINI)ART.) PLAIN NO, L-3 L-3ELECTRICAL/ SLEEVING/BACKFILL LJ N.T.S. TOP MOUNT 5TAINLE55 STEEL CONTROLLER EN(,LO5-'JRE -DIRECT BURIAL GONTRTROOL HIRES TONSIDE VEEW 'SEE TOTE 03 ON EXPAN510N LOOP OR a, T" AUTOMATIC :20 -VOLT SERVICE VALVES, IN GON-01)IT, \-PVr, LONG SHEEP ELL - i FRONT VIEW51E A5 CONTROLLER LER AUTOMATIC (STRONG BOX BY I ,VIT PRODUCTS) CONTROL- OR APPROVED EQUAL CONTROLLER. NOTES. - BALL VALVE (LINE 51z!!) 1. USE SCHEDULE 60 FVC CONDUIT WITH AN ML05ED TOP MOUNT 2. CONSTRUCT 05, (150m) TI416K, CLASS 1131 CONCRETE 5LAS AS CITY 5T "+D" THE LATEST ED!TION OF THE CALIFORNIA PLUMBING REWIRED TO RECEIVE THE PE05TAL MOUNTED IRRIGATION CONTROL COX, AND MANUFACTURERS RECOMMENDATION, SECTION 20 OF 5T &E5'v STEEL THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE DENSITY PRIOR TO PLACEMENT OF CONCRETE %_AB. RECREATION AND PARKS DIRECTOR. ONTROLLER 5U5455EVIIOLY CONTROLLER—� OF A VANDAL AND HEATHER RE56TANT NATURE, MAKFACTURED T SEE APPROVED LANDSCAPE / IRR16ATION PLANS EI TIM'r OF 304 GRADE 5TANLE55 STEEL 1G,5A) INCLUDES 6F1 4 tNGL09 MANTITIE5, MANPACTURER5 AND PERFORMANCE 4. FORM CONCRETE BASE - 6" MIN. TH110KNE55. EXTEND CONCRETE 6,1 REQUIREMENTS. BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE WITH 1/2% SLOPE I`ERHINAL 5TR-IP5 WIT;-! FOR DRAIWE. APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR PLAa MMICOIAI N1 NEAR .NE MAIN LINE TO ANY TYPE OF CONSTRUCTION. PLAOAPD5. NIPPLE till) THIS SHEET PLACE , IRRIGATION WkIrOL SPECIFIED, THE MAXIICOH CABLE MUST WT COME INTO CONTACT AT THE 1! O'CLOCK 00 J Lu (c) i-- FIN!514�. > RE -5 WE* T -E HIAN H THE POPER, SUPPLY OR VALVE HRIN6. LOCATE HE HAXi Q) U) M BRICK REMOTE CONTROL VALVE DMLEP.4� TAPM AT COM CABLE WAR THE MAIN LINE AT A q O'CLOCK POSITION. BUNDLED AT 10'(3.0m) INTERVALS AND PLACED NEAR THE NOTES: RRI-116ATION MAINLINE AT THE 5 O'CLOCK P05171a,. IO'DOM) V'EWAL5. X�,A-E HIFZ-5 AT THIS 5. IF MORE THAN ONE LINE 15 IN5TL LED PER TRENCH, PROVIDE 7:7- tw T= 6. ALL HI;E COW(ECTIONE, SHALL BE KATERPROOF AND APPROVED CITY OF BAKERSFIELD REVISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE STANDARD PLAN NO. SIT]' 17 OF 14 A:IPYIOVC�11) RCE XXX,\ -K D7777 I L-7 L-7 CONTROLLER ENCLOSURE N.T.S. F14:EH4D CRAM _ 1 1.01 NOTES: -DIRECT BURIAL GONTRTROOL HIRES TONSIDE VEEW 'SEE TOTE 03 ON EXPAN510N LOOP OR a, T" 1, WEN CRO55INS UNDER ROADAAY5 OR ANY OTHER HARD SURFACE, :20 -VOLT SERVICE VALVES, IN GON-01)IT, \-PVr, LONG SHEEP ELL - i FRONT VIEW51E A5 MODEL 5.5-2255 ALL ELECTRICAL HIRIN& AND WATER Lile SHALL BE INSTALLED 25' (STRONG BOX BY I ,VIT PRODUCTS) CONTROL- OR APPROVED EQUAL OX IRRIOATION CONTIROLLER ENCLOSURE NOTES. - BALL VALVE (LINE 51z!!) 1. USE SCHEDULE 60 FVC CONDUIT WITH AN ML05ED 5. ALL IRRIGATION INSTALLATION SHALL BE IN ACCORDANCE WITH 2. CONSTRUCT 05, (150m) TI416K, CLASS 1131 CONCRETE 5LAS AS CITY 5T "+D" THE LATEST ED!TION OF THE CALIFORNIA PLUMBING REWIRED TO RECEIVE THE PE05TAL MOUNTED IRRIGATION CONTROL COX, AND MANUFACTURERS RECOMMENDATION, SECTION 20 OF CLOCK. COMPACT O!5'(I5Orw-) BASE TO qO% RELATIVE THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE DENSITY PRIOR TO PLACEMENT OF CONCRETE %_AB. RECREATION AND PARKS DIRECTOR. 5. ALL IRRIGATION CONTROLLER, ML05URE5 SHALL BE TOP MOUNT, 6. AL'. MATERIALS SHALL BE WA AND FREE FROM DEFWTS. OF A VANDAL AND HEATHER RE56TANT NATURE, MAKFACTURED T SEE APPROVED LANDSCAPE / IRR16ATION PLANS EI TIM'r OF 304 GRADE 5TANLE55 STEEL AND LEGENDS FOR 5PE501FIC, MODEL NUMBERS, SIZE, VOLTAGE. SM CITY STANDARDS SHEET L-5, DETAIL R MANTITIE5, MANPACTURER5 AND PERFORMANCE 4. FORM CONCRETE BASE - 6" MIN. TH110KNE55. EXTEND CONCRETE 6,1 REQUIREMENTS. BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE WITH 1/2% SLOPE D. ANY AND ALL CHAN6E5 FROM THIS STANDARD SHALI. BE FOR DRAIWE. APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR PLAa MMICOIAI N1 NEAR .NE MAIN LINE TO ANY TYPE OF CONSTRUCTION. CITY OF BAKERSFIELD REVISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE STANDARD PLAN NO. SIT]' 17 OF 14 A:IPYIOVC�11) RCE XXX,\ -K D7777 I L-7 L-7 CONTROLLER ENCLOSURE N.T.S. F14:EH4D CRAM _ 1 1.01 NOTES: -,.TE (S- MAIN 'SEE TOTE 03 ON EXPAN510N LOOP OR a, T" 1, WEN CRO55INS UNDER ROADAAY5 OR ANY OTHER HARD SURFACE, THIS SHEETI'_� FOR ALL WIRES. FIN:5HED GRADE EXTRA" ALL ELECTRICAL HIRIN& AND WATER Lile SHALL BE INSTALLED 25' ✓11 CONTROL- r6, HIRE >/ (036m) DEEP, 14 A SCHEDULE 40 PVC SLEEVE, 5LLme 5HALL BE 2 BALL VALVE (LINE 51z!!) (10WON KRE%HEDULE,�O FEMALE ADA. TiME:5 VIAMErM OF CONDUIT I PIPINS, ALL ELECTRICAL WWJIT -9: P` Vr - 4.0'(O,lr - -------- FAST NIPPLEELL IT-) SHALL HAVE I' MIN. DIA, FOR 110 VOLTS AND 2' MIK DIA, FOR LOW ADD THREADED > VOLTAGE. SM CITY STANDARDS SHEET L-5, DETAIL R OEM SCHEDULE W 2, KIM- THE "IN13IRD V-AXICOM IRR!6ATION SYSTEM IS PLAa MMICOIAI N1 NEAR .NE MAIN LINE 5E[ DETAIL (PLAN VIER 15 FOR 'VALVE INSTALLATION NIPPLE till) THIS SHEET PLACE , IRRIGATION WkIrOL SPECIFIED, THE MAXIICOH CABLE MUST WT COME INTO CONTACT AT THE 1! O'CLOCK 00 J Lu (c) i-- L0 > RE -5 WE* T -E HIAN H THE POPER, SUPPLY OR VALVE HRIN6. LOCATE HE HAXi Q) U) M BRICK REMOTE CONTROL VALVE DMLEP.4� TAPM AT COM CABLE WAR THE MAIN LINE AT A q O'CLOCK POSITION. BUNDLED AT 10'(3.0m) INTERVALS AND PLACED NEAR THE NOTES: RRI-116ATION MAINLINE AT THE 5 O'CLOCK P05171a,. IO'DOM) V'EWAL5. X�,A-E HIFZ-5 AT THIS 5. IF MORE THAN ONE LINE 15 IN5TL LED PER TRENCH, PROVIDE j. 6. ALL HI;E COW(ECTIONE, SHALL BE KATERPROOF AND APPROVED BY THE RECREATION AND PARKS DIRECTOR. 91 WILL NOT 0510.1%) HORIZONTAL AND VERTICAL SEPARATION. BE ALLOI UNLESS APPROVED BY THE REGREAT AND 4. ALL PVC SOLVENT (eLUE) SHALL BE #711 (PRIMER :S MAIN LINE REWIRED ON MAIN LINE ONLY). USE OF A SPLICE BOK 5. ALL IRRIGATION CONTROL VALVE5 SHALL BE PLACED IN A PLASTIC S. LANDSCAPE AND IRRIGATION IMPROVE!,,1ENT5 WITHIN THE IRRIGATION CONTROL VA VALVE E30X WITH VALVE IP TA6. THE TOP OF 1. MAINTAIN 20('Ohm) SEPARATION 5 R E"I'm EMOTE DEDICATED STREET R6HT-OF-NAY MAY RBXIRr- AN OPEN CONTROL. VALVES (CENTERLiNE TO CENTERLNE) W+B MORE THAN AND 2.0' f5Orr�n) ABOVE FIN15HW GRADE IN PLANTER AREA. THE 157ZET PERMIT. CHECK WITH CITY EN61NEERIN6 DEPARTMENT PLA5TI,C`OLLO11NC7VALVE 5OXF-5 AND LID5 OR APPROVED EGJAL CA;tAM FOR FEWIREHENTS, IRR16ATION LINES OR MOVING SOX. AND LIDS BELCH MUST BE APPROVED BY THE RECREATION, AND PARKS V!MTOR, b. INHERE OPEN STREET CUTS ARE REOUIRED To INSTALL. VARIOUS SIN&LE! VALVE5: NDS PRO SERIES 14"Xlq" q. ALL IRRIGATIONS IN5TALLATION5 SHALL BE NAXORDANCE WITH CORRUGAT ED VALVE BOX WITH BOLT DOH,N COVER. CITY STANDARD5, THE LATEST APPROI EDITION OF THE UNIFORM IRRI6ATION LINES ANP/OR HIRE5, ALL STREET PATCHING WITHIN PLUMBING CODE, 41ANUFACTURER5 WXOMMENVAT M1, SECTION CORRUGATED VALVE 50X WITH BOLT DOWN COVER. 20 OF THE 5TAWARD SPECIFICATIONS, AND AS DIRECTED BY THE THE CITY RI6+IT-OF-4�44Y SHALL BE N ACCORDANCE WITH CTY P41FZE PULL BOX: NDS PRO SERIES 15"X20' JLMSO RIEC,TANC-ULAR VAI -VIE BOX WITH 50LT POHN COVER. 10, ALL MATERIALS USED SHALL BE NEA AND FREE FROM DEFECTS. STANDARD 5T-12 OR AS DIRECTED BY THE CITY EN65INEER. T ALL IRRIGATIONLATERAL LINES 5HALL BE CLASS 200 FV(. I FOR LAR61! < 7AF #EA125 IRR16ATION CONTROL CLOCK TO NEM07E CONTROL VALVE 15 AND PARKS DIRECTOR PRIOR TO IMPLEMENTATION. REWIRED FOR EACH MANIFOLD (BUNDLE OF 'VALVE5). EXTRA IF A LATERAL LINE 15 LOCATED UNDER A HARD SURFACE, WIRE SHALL BE A O:FFERENT COLOR THAN THE ONE USED To 12. SEE APPROVED LAND56APEARRI&ATION P",11I AND LESem OPERATE VALVES. (ONE COLOR FOR ALL VALVE HIRES 4 ONE COLOR FOR SPECIFIC MOVE I IUMBER5, SIZE, QUANTITY, 4ANUFA( TURER5 SCHEOUI-E 40 PVC 15 REWIRED. FOR $MAL,,,. CITY Off' BAKERSFIELD REVISIONS 6. NO THERE 15 A CHANGE IN FITTED DI ION, ALL IRRIGATION DETAILS FOR REMOTE CONTROL VALVES MAIN LINES LAR6M THAN 2.0" (°• Owi) IN DIAMETER (PRE55URE LINES) SHALL BE SECURE.!? WITH CONCRETE T-iRLST BLOcK5 IN ACCORDANCE WITH MANUFACTURES RECOMIMENVATIONIAND 0 AS DIRECTED BYTHE REREATION AND PARK$ DIRECTOR. W SEE CITY 5T*VAI;W 544MT L-5 FOR THIF46T BLOCK PETAL. 16 4, ALL IRRI6ATION MAINLINES 10" 00mm) IN DIAMETER AND LATERAL LINE LESS SHALL BE SOMLE 40 PVC. IRRICATON MAINLINES GREATER z THAN 2,0' IN DIAMETER SHALL BE TITS PVC %HEPULE 40 OR APPROVED EQUAL BY THE RECREATION AND PARKS DIRECTOP, 10 ANY AND ALL CKWE5 SHALL WE APPROVED BY THE RECREATION FINIS W ,SRAM - W (0 3rp) AND PARKS DIRECTOR PRIOR TO IWLEMENTATiON, 'U, 11. ALL IRRIGATION IN5TAL1 LATION SHALL PE IN ACCORDANCE WITH LARGE CITY STANDARDS, THE LATEST APPROVED EDITION OF THE UNIFORM TLRr �EA,:I5 BACXTILL *C AC6ORPIN9 To CITY SCONVAOT STANDARD PLUMBING CODE, MANUFACIWCRS RECOMMENDATIONS, SECTION n c! 5T-!5 SEE OAL TRANS SFM& 20 OF THE STANDARD SPECIFICATIONS, AND A5 DIRECTED BY THE FOR FOR 9AFA,61_ -, REATtJIFNT OR AS PIREC.Ta, BY RECREATION AND PARKS DIRECTOR THE RECREATION AIV PARKS 11 ALL MATERIAL LGED SHALL BE WEN AND FREE FROM IMPERT-,TIONS,a RECTOR 13. SEE APPROVED LANDSCAPE AND IRRIGATION PLANS AND L.56ENM SPECIFIC MODEL WMBM 52E, OJANTITY, MANUFACTURER _ATUKA, 1 -INE PLACE IWIL64TION CONTROLFOR 3�11`1 NIRE,5 WAR r -E MAIN AND PERFORMANCE REWIRDENT5. P`LAr,_P t11AX1004 .0 5ACLUD ALV TAPEO AT 14. NO OTHER CONDUIT OR PIPING MAY BE ALLOWED NEAR THE MAIN LM AT AT THE I OCLOOr > 10'!5Dffi) N-91VALS. /Y Ar--. THE WITHIN IR96ATION P-.Pl* OR CONTROL LINE TRE -411,111H. LO WIRE AT F03ITIM OF MULTIPLE LINE5 CITY OF BAKERSFIELD R11VISIONS DETAILS FOR PIPING, TRENCHING, AND BACKFILL STANDARD PLAN NO. SHT 2 OF 14 APPROVUID R(h Kx>"Ix NATr - L 2PIPING I �NGA�NDTRENCHING A r-% I N.T.S. TOP OF VALVE BOX 25(0:7bm) -,.TE (S- MAIN 'SEE TOTE 03 ON EXPAN510N LOOP OR a, T" LINE THIS SHEETI'_� FOR ALL WIRES. FIN:5HED GRADE EXTRA" -CONTROL REZILIANT CONTROL- r6, HIRE WIRE Uj BALL VALVE (LINE 51z!!) (10WON KRE%HEDULE,�O FEMALE ADA. -9: P` Vr - 4.0'(O,lr - -------- FAST NIPPLEELL IT-) ADD THREADED > OEM SCHEDULE W 5E[ DETAIL (PLAN VIER 15 FOR 'VALVE INSTALLATION NIPPLE till) THIS SHEET -DETAIL V) MAIN LINE MAN �<4 PLAN VIEN 00 J Lu (c) i-- L0 LNE LLI Q) U) M BRICK REMOTE CONTROL VALVE 5. ALL RRICATIONICONTROL WIRES (CONTROL ANV COMMON) SHALL BE 4 6AIU8E U1. VN6LE STRAND CAOFFM HIRE, TAPED AND LL BUNDLED AT 10'(3.0m) INTERVALS AND PLACED NEAR THE NOTES: RRI-116ATION MAINLINE AT THE 5 O'CLOCK P05171a,. W SEE C" STANDARDS 54MET L-2. 1. USE TEFLON ON ALL THREAPED JOINTS. 6. ALL HI;E COW(ECTIONE, SHALL BE KATERPROOF AND APPROVED BY THE RECREATION AND PARKS DIRECTOR. 91 WILL NOT 2. ALL NIPPLES 5kALL BE SCHEDULE 60 PVC. ALL FITTW5 BE ALLOI UNLESS APPROVED BY THE REGREAT AND SHALL BE SCHEDULE 40 PVC. PARKS DIRECTOR. THE APPROVED SPLICES WILL REQUIRE THE < USE OF A SPLICE BOK 5. ALL IRRIGATION CONTROL VALVE5 SHALL BE PLACED IN A PLASTIC IRRIGATION CONTROL VA VALVE E30X WITH VALVE IP TA6. THE TOP OF 1. MAINTAIN 20('Ohm) SEPARATION 5 R E"I'm EMOTE THE VALVE BOX SHALL BE 2.0" (570mir) BELOW FIN:5HEV 6RADE IN TURF- CONTROL. VALVES (CENTERLiNE TO CENTERLNE) W+B MORE THAN AND 2.0' f5Orr�n) ABOVE FIN15HW GRADE IN PLANTER AREA. THE ONE VALVE :5 INSTALLED IN THE SAME LorATio,i PLA5TI,C`OLLO11NC7VALVE 5OXF-5 AND LID5 OR APPROVED EGJAL MUST BE ABLE TO REPLACE VALA INITHOr =T:46 An DEEMED ACCEPTABLE. ANY DEVIATION FOR THE ACCEPTED BOXES IRR16ATION LINES OR MOVING SOX. AND LIDS BELCH MUST BE APPROVED BY THE RECREATION, AND PARKS V!MTOR, 43, HiERE POSSIBLE, LOCATE VALVES, IN THE PLANTER AREA6, SIN&LE! VALVE5: NDS PRO SERIES 14"Xlq" q. ALL IRRIGATIONS IN5TALLATION5 SHALL BE NAXORDANCE WITH CORRUGAT ED VALVE BOX WITH BOLT DOH,N COVER. CITY STANDARD5, THE LATEST APPROI EDITION OF THE UNIFORM (WOK COUPLER: NDS ORO 5JERIE5 10" ROUND PLUMBING CODE, 41ANUFACTURER5 WXOMMENVAT M1, SECTION CORRUGATED VALVE 50X WITH BOLT DOWN COVER. 20 OF THE 5TAWARD SPECIFICATIONS, AND AS DIRECTED BY THE RECREATION AND PARKS DIRECTOR, P41FZE PULL BOX: NDS PRO SERIES 15"X20' JLMSO RIEC,TANC-ULAR VAI -VIE BOX WITH 50LT POHN COVER. 10, ALL MATERIALS USED SHALL BE NEA AND FREE FROM DEFECTS. 4. INSTALLATION OF EXTRA IRR16ATIONCONTRO11- WIRE FROM IL ANY AND ALL 04AII SHALL BE APPROVED BY THE RECREATION IRR16ATION CONTROL CLOCK TO NEM07E CONTROL VALVE 15 AND PARKS DIRECTOR PRIOR TO IMPLEMENTATION. REWIRED FOR EACH MANIFOLD (BUNDLE OF 'VALVE5). EXTRA WIRE SHALL BE A O:FFERENT COLOR THAN THE ONE USED To 12. SEE APPROVED LAND56APEARRI&ATION P",11I AND LESem OPERATE VALVES. (ONE COLOR FOR ALL VALVE HIRES 4 ONE COLOR FOR SPECIFIC MOVE I IUMBER5, SIZE, QUANTITY, 4ANUFA( TURER5 FOR ALL EXTRA WIRES) AW PERFORMANCE REOUIREMENT5. CITY Off' BAKERSFIELD REVISIONS U) DETAILS FOR REMOTE CONTROL VALVES STAINDAPW PLAN NO. SHT -SLI_ OF _....i4- APPRO% JJ) R(_'F ""XXNX i,nTe L-6 L-6 REMOTE CONTROL VALVES. L- J N.T.S. 45 — &cQ to A 11 '07 z W > DRAWING TITLE: IRRIGATION DETAILS Know what's below. Call before you dig. A 2 oc_-r0BFR 19, 2015 Oate APRIL 30, 2017 DATE: 10-19-2015 SCALE: N/A DRAWN BY: mm JOB NUMBER: 1362700 SHEET: TPD -1 SHEET230F27 TRACT #6873- PB5- LMD U) z Uj 2 LU > OEM L -j 00 J Lu (c) i-- L0 LLI Q) U) M LU LL Z 9 W IL < LL < Ljj Z < C.) < (00 co W LLJ U) DRAWING TITLE: IRRIGATION DETAILS Know what's below. Call before you dig. A 2 oc_-r0BFR 19, 2015 Oate APRIL 30, 2017 DATE: 10-19-2015 SCALE: N/A DRAWN BY: mm JOB NUMBER: 1362700 SHEET: TPD -1 SHEET230F27 TRACT #6873- PB5- LMD LU Uj 0 W 16 z 0 LLI w DRAWING TITLE: IRRIGATION DETAILS Know what's below. Call before you dig. A 2 oc_-r0BFR 19, 2015 Oate APRIL 30, 2017 DATE: 10-19-2015 SCALE: N/A DRAWN BY: mm JOB NUMBER: 1362700 SHEET: TPD -1 SHEET230F27 TRACT #6873- PB5- LMD ............. ................ .......................... .......... ...... ...... 7.1 (1 4—INCH LOCKING GRATE (INCLUDED) O RAIN BIRD 1401 O ROOT WATERING SYSTEM: RAIN BIRD RWS—B-1401 1401 0.25 GPM BUBBLER WITH RISER, GRATE, SWING ASSEMBLY, 1/2" MALE NPT INLET, AND BASKET CANISTER G FINISH GRADE/TOP OF MULCH O OPTIONAL RWS SAND SOCK (RWS—SOCK) (INCLUDED) FOR SANDY SOILS O6 1/2—INCH POLY SWING PIPE (INCLUDED) O7 1/2—INCH SPIRAL BARB ELBOW (INCLUDED) O8 12—INCH SWING ASSEMBLY (INCLUDED) O 1/2—INCH MALE NPT INLET (INCLUDED) 10 PVC SCH 40 TEE OR EL 11 PVC OR POLYETHYLENE LATERAL PIPE 12 4" WIDE X 36" LONG RIGID BASKET WEAVE CANISTER (INCLUDED) 13 1/2—INCH STRAIGHT SPIRAL BARB FITTING (1 OF 2, INCLUDED) NOTES: 0 1. 4" GRATE IS ALSO AVAILABLE IN PURPLE (RWS—GRATE—P). 2. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF MULCH. 3. SAND SOCK (RWS—SOCK) IS 34" IN LENGTH TO COVER MESH BASKET AREA. 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. ROOT WATERING SYSTEM 1 '&,/ N.T.S. CITY OF BAKERSFIELD GENERAL RECORD DRAWING NOTES 1. The Contractor shall provide and keep up to date a complete "field record" set of blue line prints which shall be corrected daily indicating every change from the original drawings and specifications including exact locations, sizes, and kinds of equipment. These drawings shall also serve as work progress sheets and shall be the basis for measurement. this set of drawings shall be kept on the site and shall be used only as a field record set. 2. The contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the work as actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Landscape Architect or the Owner's representative. 3. The Contractor shall dimension from two permanent points of reference the location and changes of the following items including but not limited to: a. Connections to existing water lines b. Connections to existing electrical power C. Gate valves d. Routing of pressure main line pipe e. Sprinkler control valves f. Routing of control and common wire g. Quick coupling valves h. Irrigation sleeve locations L Plant material substitution or layout changes 4. Before the date of final inspection, the Contractor shall deliver the corrected "field record" set to the Landscape Architect who will use the information to create a clean set of "record drawings". All work shall be subject to approval by the Landscape Architect or the owner's representative and is subject to verification. Delivery of the "field record" set will not relieve the contractor of the responsibility of furnishing required information that may be omitted from the prints compiles at the site. The Landscape Architect will use the information to produce: a. A clean set of record drawings which will be submitted to the City of Bakersfield as the official "Record Drawings" for the project. b. The Contractor shall stamp and sign each sheet to indicate "Record Drawings" as provided by contractor's representative. C. Controller charts shall be produced from the final approved "Record Drawings". 5. Controller charts: a. Provide one controller chart for each controller supplied, one submitted to the City's Representative and one electronic copy. b. The chart shall show the area controlled by each automatic controller and shall be reduced in size to an 11 "x17" of the approved "Record Drawings". C. The chart shall be a blueline ozalid print and a different color shall be used to indicate the area of coverage for each control valve station. d. When completed and approved, the charts shall be sealed by a plastic laminating process and spiral bound. The plastic laminating sheets shall be a minimum of 10 mil. thickness each. Drawing: Z:\0_LDI\0_DESIGN JOB S\BAKERSFIELD\GTIS-GID Holding\PB5\WORKING DRAWINGS\TRACT 6873\LDI_PB5_TRACT 6873STANDARD DETAILS.dwg Layout: IPD-2 Oct 19, 2015, 10.26am FROM ► P.O.C. FLOW MASTER VALVE FLOW SENSOR 10" ROUND VALVE BOX 1. EACH CONTROLLER ASSEMBLY SHALL BE EQUIPPED WITH A MASTER VALVE RELAY ASSEMBLY (MVR). THIS ASSEMBLY SHALL CONSIST OF A RELAY PRE WIRED TO THE TERMINAL STRIP. ONE MVR IS REQUIRED FOR EACH CONTROLLER. 2. THE ASSEMBLY SHALL ALSO BE PROVIDED WITH A FLOW SENSOR ASSEMBLY FOR USE IN CONJUNCTION WITH A MASTER VALVE TO MONITOR AND SHUT DOWN THE IRRIGATION SYSTEM IN THE EVENT OF AN EXCESS FLOW CONDITION. THIS ASSEMBLY SHALL CONSIST OF A PULSE TRANSMITTER AND DECODER PRE WIRED TO THE TERMINAL AND DECODER PRE WIRED TO THE TERMINAL STRIP AND A TEE MOUNTED FLOW SENSOR (see above detail). 3. RUN WIRES FROM FLOW SENSOR AND MASTER VALVE TO CONTROLLER. FLOW SENSOR WIRE (AEF # 9516-2SP). COMMUNICATIONS CABLE AND SENSOR CABLE MUST BE IN SEPARATE 1" CONDUITS. NOTE: VALVE AND VALVE BOX SHALL BE IDENTIFIED WITH APPROVED LABELS FOR RECLAIMED WATER AND/OR BE PURPLE IN COLOR. MASTER VALVE AND FLOW SENSOR NOTE: VALVE AND VALVE BOX SHALL BE IDENTIFIED WITH APPROVED LABELS FOR RECLAIMED WATER AND/OR BE PURPLE IN COLOR. PLACE VALVE AT MAINLINE DEPTH GATE VALVE N.T.S. AMETEX ROUND 5" SUPERFLEXON ADJUSTABLE VALVE BOX OR EQUAL FINISH GRADE RAIN GA AN.T.S. UGE N.T.S. GATE VALVE -SEE IRRIGATION LEGEND CHAMPION 7000 SERIES GATE VALVE. SEE GATE VALVE SPECIFICATIONS. CONTRACTOR TO CUT SLOTS IN BOX FOR MAINLINE CLEARANCE PVC MAINLINE PVC MALE ADAPTERS 1 CUBIC FOOT OF 3/4" GRAVEL )R ESP -SITE -SAT SENSOR INPUT IN GAUGE. NO MORE THAN 100 PULSES MAXIMUM. MOUNT ON POLE WITH NO NS TO RAINFALL ABLE WITH APPROPRIATE SPLICES -LENGTH ) (MAXIMUM 25') � •� -�, X73 P i� 0 m W W Y > 2 Q u^ ��y� U I..L. i J K/ J W O (D Lu W Cern o Z o a m U_ >� Q. L11 m W (�RoWL c 11Lu Q_(D o Q LU Y JQ - U < (1) o 0 M LU W U) i� m Y 2 U Lu - o W_ p > > > > Z r. U _ U U U Z 0 Ln W 11 DRAWING TITLE: 11 IRRIGATION DETAILS Know what's below. Call before you dig. * OCTOBER 19, 2015 * v vx1. % APRIL _ Ii, 201 1 9 F Op CX ,XL���� DATE: 10-19-2015 SCALE: N/A DRAWN BY: mm JOB NUMBER: 1362700 SHEET: 1PD-2 SHEET240F 27 TRACT #6873- PB5- LMD PLANTING NOTES 1. REFER TO PLANTING PLANS, PLAN NOTES, PLANT LEGEND, AND PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION. REFER TO IRRIGATION PLANS, NOTES AND DETAILS FOR RELATED LANDSCAPE WORK. 2. NOTIFY OWNER'S REPRESENTATIVE (REP.) 48 HOURS MINIMUM PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULE. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE OF FIELD CONDITIONS THAT VARY FROM THOSE SHOWN ON DRAWINGS AND SEEK CORRECTIONS AND DIRECTIONS BEFORE PROCEEDING WITH WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 4. LOCATE AND MARK ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT. PROTECT FROM DAMAGE ALL UTILITIES, AREAS AND STRUCTURES IN AND AROUND LANDSCAPE WORK AREAS. ASSUME FULL RESPONSIBILITY AND EXPENSE FOR REPAIR AND REPLACEMENT OF DAMAGES CAUSED BY CONTRACTOR. 5. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, AND OTHER STRUCTURES OR ELEMENTS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY FIELD CONDITIONS WHETHER SHOWN HEREON OR NOT. WHEN SHOWN ITEMS DO NOT CORRESPOND TO FIELD CONDITIONS, REPORT DISCREPANCIES TO OWNER'S REP. FOR CLARIFICATIONS AND INSTRUCTIONS PRIOR TO PROCEEDING WITH WORK. 6. PLANTING ACCESSORIES & MATERIAL: A. TREE TIE: CINCH TIE, BY V.I.T. PRODUCTS, 800-729-1314 OR APPROVED EQUAL. B. TREE GUARD: 4" DIA. X 9" HT. PLASTIC TRUNK PROTECTOR, "ARBOR GUARD" BY DEEP ROOT PARTNERS, 800-458-7668 OR APPROVED EQUAL. C. FERTILIZER TABLETS: AGRIFORM 20-10-5, THREE 20 -GRAM TABLETS OR APPROVED EQUAL FOR 15 GALLON OR LARGER SIZE TREES, TWO 10 -GRAM TABLETS FOR 5 GALLON SIZE PLANTS, ONE 10 -GRAM TABLET FOR 1 GALLON SIZE. D. ROOT BARRIER: LINEAR 18"x20' ROLLS, OR APPROVED EQUAL. E. MULCH: 2" LAYER WALK- ON BARK MULCH IN ALL PLANTER AREAS. SUBMIT SAMPLE FOR APPROVAL. 7. PRE -PLANTING PREPARATION: A. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED, AND APPROVED BY OWNER'S REP. PROTECT IRRIGATION SYSTEM FROM DAMAGE. B. ROUGH GRADE PLANTING AREAS UNIFORMLY SMOOTH, DEVOID OF DEPRESSIONS, TO CONFORM TO THE GRADING PATTERNS ESTABLISHED BY CIVIL ENGINEERING DRAWINGS. ENSURE POSITIVE WATER REMOVAL TO DRAINAGE ELEMENTS OR STRUCTURES PROVIDED BY OTHERS. NOTIFY OWNER'S REP. WHEN ADDITIONAL AREA DRAINS AND SUBSURFACE DRAINAGE ARE REQUIRED FOR PROPER DRAINAGE OF PLANTING AREAS. C. ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING WALLS AND FOUNDATIONS FOR PLANTING AREAS ADJACENT SUCH STRUCTURES. D. REMOVE ALL ROCKS GREATER THAN 2" DIAMETER AND ALL DEBRIS AND DELETERIOUS MATERIAL FROM PLANTING AREAS. E. PREPARE PLANTING BEDS PER SOIL TEST REPORT'S RECOMMENDATIONS, ADDING AMENDMENTS, FERTILIZER, AND OTHER MATERIAL AS SPECIFIED TO SITE TOP SOIL. 8. PLANTS: ALL PLANTS OF THE SAME SPECIES/CULTIVAR/VARIETY SHALL HAVE MATCHING FORM, FLOWER COLOR, AND SIZE, IN HEALTHY AND THRIVING CONDITION, FREE FROM INJURIES, DISEASES, PESTS AND ROOT -BOUND OR GIRDLING ROOTS. REPLACE REJECTED PLANTS WITH MATCHING SPECIES, SIZE AND FORM. 9. LAWNS: INSTALL VARIETY AS SHOWN ON PLANS AND IS SUITED FOR THE LOCAL CLIMATIC CONDITIONS, SUBJECT TO OWNER'S REP.'S APPROVAL. A. ROTOTILL TO 6" DEPTH AND GRADE SOIL TO SMOOTH GRADIENT AT 1 INCH BELOW FINISH GRADE. B. INSTALL PLUGS PER MANUFACTURER'S RECOMMENDATION. C. IRRIGATE LAWN THOROUGHLY AFTER INSTALLATION. ADJUST SPRINKLERS AS NECESSARY FOR UNIFORM COVERAGE. CONTINUE REGULAR IRRIGATION UNTIL SOD ROOTS ESTABLISH INTO SOIL AND THROUGHOUT MAINTENANCE PERIOD. 10. PLANTING: A. IRRIGATE PLANTING AREAS TO BRING TOP 6" OF SOIL TO FIELD CAPACITY. ALLOW SOIL TO DRAIN. DO NOT WORK SOIL UNTIL IT RETURNS TO A MOIST FRIABLE CONDITION. TREE EXCAVATIONS MAY REQUIRE ADDITIONAL IRRIGATION. FLOOD TREE PITS AS REQUIRED TO MOISTEN SUBGRADE. B. PLACE PLANTS IN THEIR CONTAINERS AT THE LOCATIONS PER PLANS FOR APPROVAL BY OWNER'S REP. MAKE MINOR ADJUSTMENTS AS REQUIRED BY FIELD CONDITIONS AND TO ALLOW OPTIMAL IRRIGATION COVERAGE. C. PLANT QUANTITIES GIVEN ON PLANT LEGEND ARE FOR GENERAL GUIDANCE ONLY. PROVIDE THE SPECIFIED PLANT SPECIES IN THE QUANTITIES AT THE REQUIRED SPACING TO ACHIEVE THE DESIGN EFFECT/INTENT SHOWN ON THE PLANS. MA..M ARTERIAL OR COLLECTOR J� •'• PL-NOT%5 AREA WITHIN MEDIAN A.CGEPrhaX FOR LANP5GAPIN6 (SEP FOR EXTENT OF PLANTER AREA). AREAS O'JTSIOE THESE L€M11T5 SHALL bar ENTIRELY SURFArW WITH APPROVEDE HARP EiJR. FACE TREATMENT. VSE OF TRM5 OR OTMR FEATLRES MAY BE LIMIT, DUE TO VSHT LINE RESTRICTIONS. L 12S' MIN I LANDSCAPING LIMITS sNITHIN MEDIANS MOW RAMP: START WITHIN HARD5CAPE q is, M rs Ite 14' IFE HARD SURFACE TREATMENT: DENOTES 50% MIN. PLANTER AREA ACCEPTABLE: HARD Y ^75% MAX, PLANTER AREA SURFACE: TREATMENT AS APPROVED BY ":x": RECREATION AND D57 -AIL OF MEDIAN PARKS DIRECTOR 1. A IS' MIN. BORN OF HARD 5URFACE TREATMENT 15 REQUIRED ADJACENT TO THE- BACK OF CURS THRQU@HOUT ZONE B. 2. W WIDT« 15 LE55 THAN 12.5' MEASURED FROM TL TO rL (V PLANTER HIM) HAND 51JRFACE TREAT" ENT ONLY REQUIRED. 5. HARD SJRFACE TREATMENT ONLY MUST BE INSTALLED i*M THE MiNIM)M KDTH DOES NOT Of.aR FOR 50 W6EUTIVE FEET. 4. NO %RX6 WILL BE ALLOWED IN i'I.ANTER AREA WIT.IOJT PRIOR APPROVAL OF FECREATION NO PARKS DIRECTOR. 5. 5TAMI:1W COWRETE IN5TALLAI1ON SHALL BE TO TOMANITE' SPECIFICATIONS OR APPROVED EQUAL. 6. 'SFP.AY HEW TYPE IRRIGATION REWIRE5 THE IS' HARD Wr-A!GE TREATMENT ALONG THE PERIN'EiER Or THE PLANTER TO HE SLOPED INORD TOWARD THE PLWER AT 2%. 1. TOBLER HEAD' TYPE €RR16ATION 15 EhiCOLRA6D. HHOOEVER, WHERE STREET rL 6RAM5 EXCEED 2% FALL, °SPRAY HEAD` TYPE IRRIGATION 15 REQUIRED. b. DOLOR OF CONCRETE OR OTHER HARD SURFACE. TREATMENT 5HHALL BE DETERMINED IN CON5LLTATION WITH THE REGTREATION AND PARKS DIRECTOR A. ALLOWABLE SHAPE OF LANDSGAPW PLANTER AREAS CAN BE FREE FORM AND 15 NOT LIMITED TO REGTAN&JLAR OR CIRCU AR CONE OURATIONS AS LONG AS CONTAINMENT OF OVERHEAD IRRI6ATION 15 ACHIEVED, 10. INSTALL MOWER RAMP AT ALL MEDIAN BREAKS. .Y AT LEFT TURN POCKETS ADJACENT TO L#A AREAS) 11, COMPACT OS' (150mm) BASE TO WJ% RELATIVE DENSITY BELOW ALL HARDSCAPE, 12. MON RAMP REQUIRED ON ALL ENDS OF MEDIANS. (2 MOW RANP5 PER ISLAND) V4" PER ?r i 1/4" PER FP !J4° FEL@ FT a/4" PER FT� 2"MfiPLANTER .. � I r• i I-Va =sOD 5ECTION A -A SECTION B -S SECTION C -C MOW RAMP NO PLANTER PLANTER 4 TURF AREA CITY OF BAKERSFIELD REVISIONS DETAIL FOR LANDSCAPE LIMITS WITHIN MEDIANS STANDARD PLAT, NO. SHS' 12 ni / APPROVED RC'E. XXX XX DATE L-12 r.1 L-12 MEDIANS VJ N.T.S. T�. GEN'ERLINE . OF FENCE e_CHAiN LINK FENCE OR HOOD FENCE 0:" RAD. 65M'"1) /`-TYFICAL ALL 500 023m) 0 i23 F1 ED 5E NOTE $3 GRADE �► 0.5' 0.51W., . 05mm) F1NI5HHED � I i0.l5rct) `'ICAL ALL SIDS OlOP t; t TA" (25me) (51'r NOTE 03) MOH STRIP Nl CONCRETE MOW 51RIP SEPARATE TURF FROM PLAN'T'ER 0,5° RAD, (15mm) TYPICAL TOP 5; 1-$ M1N. - 2% MAX. FALL o i : AWAY FROM PLAY6ROW /,: j�/ -0 IN ° ,,....��.AM ACTED LOT � t b.0 ,150mm1 THICK EAR H G0:NCRETE MOH 5TRP L l MOW 5TRIP AT CHAIN LINK PENCE AND WOOD FEND BLOCK WALL OR FENCE APPROVED HAT'ERPROOFIN6 ON LOT 51DE LOT RAD. (15rrm) OR TYPICATOP 51015 ^`, �ADE L 2.0" (50mm)` a d (SEE NOTE $3) i•: (0.25m) COMPACTED FINISHED-- i\ L EARTH GRADE Y'1- ,• -- FOOTING 6.010 THICK GONGRE7t- MOA tMPH SRIP %r SECTION; GL.00K OR r- o A si c1 QW x e. R=9.0" 1YP-- ��� PILASTER 1'023m) PLAN MI MOW 5TR.IP AT WALL AND F=ENCE {d2rry I L...GONiPACTED EARTH Q j PLAYGROUND 510EWALK NOTE5: i. 6010TRZT A DEEP 5GORE JOINT (I') AT EVERY FENCE POST AND EVERY 15' (4bm) ON ALL OTHER CONCRETE %WACE5. 2. ALL ALAS TO RECEIVE CONCRETE SHALL 5E COMPACTED TO 90% RELATIVE DE CITY FOR A DEPTH OF 0.5' (150mm) OR AS Af'f�DVED BY THE RECREATION AHED PARKS DIRECTOR 5. TOP OF MOW STRIP SHALL SE 1.0" (Xr n) ABOVE FINISHED (RADE WHEN ADJACENT TO 11W AND 20 ,1 0r ) ABOVE FIN15WD GRADE WHEN ADJACENT TO PLANTER 4. WHERE THE GRADE ON THE EAT SIDE OF THE WALE. 15 HIGHER THAN THE 6RADE ON THE STREET 51DE OF THE WALL, HATER PR00FIN6 15 REQUIRED. SEE CITY STANDARD SHEET L-9 DETAIL 61 FOR WATER PROOFING REQUIREMENTS. 5, A 9,0" (0.23m) WIDE CONCRETE MOW STRIP 15 REQUIRED FOR ALL LAOIN AREAS ADJACENT TO M EXISTIN5 OR PROF05M FENGEMALL CITY STANDARD SHEET L -IT, DETAIL 'M' 8 TK' 6. ANY AMD ALL C41ANSE5 FROM THIS STANDARD DETAIL SHEET SHALL TE APPROVED BY THE RECREATION AND PARK5 ORECTOR PRIOR TO 001,151 ICTION. 1. ALL CONCRETE SHALL BE GLA55 °B° IN ACCORDANCE WITH CITY STANDARDS, THE LATEST EDITION OF 5EC1ION 13 OF THE STANDARD SPECIFICATION, AND AS APPROVED BY THE RECREATION AND PARKS DIRECTOR. 8. MOW 57RIP ALONG WALL SHALL. IWAXE PILASTER. 9, MOW STRIP SHALL BE INSTALLED AT ALL PROPERTY LINES, CITY OF BAKERSFIELD DETAIL, FOR CONCRETE MOW STRIPS & PLAYGROUND SIDEWALK SI -I'1' 11, OP 14 I AITMA ED RCE XXXYX DATE', REVISIONS STANDARD PLAN NO. L- L -11 MOW STRIPS & SIDEWALKS L.JN.T.S. D. PLANT GROUND COVER AND SHRUB MASSES ACCORDING TO TRIANGULATED SPACING DIAGRAM UNLESS OTHERWISE SHOWN OR NOTED. E. FOR TREES WITHIN 5 FEET OF PAVEMENT AND SLAB FOUNDATIONS, PRIOR TO TREE PLACEMENT, INSTALL ROOT BARRIER FABRIC WITH ROOT INHIBITING PELLETS 18" DEEP ALL AROUND THE PLANT PIT, WITH 4" MINIMUM END OVERLAP. F. PLANT TREES, SHRUBS, VINES, AND GROUND COVERS AS SHOWN ON DETAILS. G. INSTALL 2" DEEP WALK ON BARK MULCH IN SHRUB BEDS. 11. WARRANTY: WARRANT PLANT MATERIAL AND IRRIGATION SYSTEM FOR ONE YEAR FROM FINAL ACCEPTANCE OF COMPLETED WORK. REPLACE DEAD OR DYING PLANTS AND BROKEN IRRIGATION COMPONENTS WITHIN THIS PERIOD. CITY OF BAKERSFIELD GENERAL LANDSCAPE NOTES 1. Premium quality plant material is required for this project. No plant material will be accepted for this project unless it meets or exceeds the upper end of the industries standards for the sizes specified. All plant materials must be of excellent form, size, health, and crown density. Any plants that do not meet this standard will be rejected by the architect or the City representative. 2. Trees shall be staked as per the details and specification. 3. There shall be no substitutions or deletions from any plant materials without written approval from the landscape architect, the owner, and the City's representative. 4. The Developer shall conform to all City codes and requirements, including all inspections pertaining to this installation. 5. All landscape details shall be in accordance with C.O.B. standard details and as directed by the city engineer. 6. All trees shall be placed behind the line of sight as indicated on the plans. Verify with the C.O.B. or landscape architect prior to construction or tree installation. 7. Prior to the final C.O.B. acceptance, the contractor shall apply a pre -emergent wed control as recommended by a certified pest control advisor and applied by a certified pest advisor applicator. Contact the C.O.B. for verification of application. 8. Landscape areas without an adjacent wall at rear of landscape area shall have a concrete mow strip at the back of the landscape area. Refer to C.O.B. standard detail. 9. Contractor shall install on all landscape areas a 2" layer of mulch: 2" redwood bark chips supplied from a fresh water mill. Mulch shall be uniform in color and free from weeds, sawdust, seeds, constructive materials and splinters. Any dyed products will not be accepted. Contractor to provide C.O.B. samples for approval. 10. Quantities on the landscape legend may not be accurate; the developer shall be responsible to install all plant material as per the designed plans or as directed by the City's representative. 11. All trees under utility lines are subject to change per C.O.B. 12. All plant material shall be inspected by the C.O.B. prior to planting. CITY OF BAKERSFIELD MAINTENANCE PERIOD NOTES: 1. The contractor shall provide all labor, materials and equipment to perform work during the post -installment maintenance period, as specified herein including but not limited to: adequate watering of plant material and controlling weeds, rodents and other pests for a minimum period of three hundred and sixty-five (365) days. 2. The contractor shall maintain the project on a continuous basis from the first day after planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility of the contractor. 4. All areas including, but not limited to turf, groundcover areas, concrete walks and slabs shall be kept clean and free of weeds, litter, and debris. 5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off-site. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non-selective post -emergent herbicide as specified by a weed abatement company, and left in place for (7) seven days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall be removed seven (7) days after application and disposed of off-site. 6. Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent infestations and proper preventative or control measures taken. Should the City, during the maintenance period, discover that the terms for the maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of said maintenance period will be terminated. The maintenance period will be extended one (1) day for each day the area is out of its maintenance period. After the area has been brought up to City standard, The City will require a re -inspection by a City of Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, then, and only then, will the City re -accept the area in writing. 7. The contractor shall properly and completely maintain all parts of the irrigation system. 8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 9. (3) Three weeks prior to the conclusion of the maintenance period, the contractor shall contact the City's representative to perform a final inspection of work. Any removed plants not in satisfactory and healthy condition from the site shall be replaced with material of like kind and size and in a manner specified for original planting. If the replacement plants do not represent a similar foliage representation of the original planted material, the contractor shall replace plants with next available up-sized container. All ground cover shall have a twelve (12") inch clearing from all structures including but not limited to: sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc. 10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blue line prints an "As Built" drawing. The drawings shall include all deviations from the original bid documents made during construction that affect the main lines, controller locations, remote control valves, quick -coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, (2) sets of 11 X 17 laminated "As Built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two quick coupler valve keys with gate valve hose bib attachment, shall be submitted to the City. 11. Before the start of the maintenance period, the Contractor shall submit all unedited invoices of said Rain Bird equipment to the City of Bakersfield Recreation & Parks representative for their Maxicom Dollar Fund. Drawing: ZA0_LDI\0_DESIGN JOBS\BAKERSFIELD\GTIS-GID Hold ing\PB5\WORKING DRAWINGS\TRACT 6873\LDI_PB5_TRACT 6873_STANDARD DETAILS.dwg Layout: IPD-3 Oct 19, 2015, 10:26am SOIL AMENDMENT NOTES: SOIL PREPARATION PER 1,000 S.F. 3 CU. YDS. NITROLIZED WOOD SHAVINGS OR EQUAL 15 LBS. 15-15-15 FERTILIZER ROTO -TILL TO DEPTH OF 8" (FOR SLOPES 3:1 AND LESS) BACKFILL MIX 6 PARTS OF NATIVE ON-SITE SOIL 4 PARTS OF NITROLIZED SHAVINGS OR EQUAL 18 LBS. OF GRO-POWER PLUS PER CUBIC YARD OF MIX AGRIFORM 21g PLANTING TABLETS ONE (1) per each 1 -GALLON PLANT TWO (2) per each 5 -GALLON PLANT THREE (3) per each 15 -GALLON PLANT FIVE (5) per each 24" -BOX PLANT FOR BID PURPOSES ONLY PENDING SOILS TEST AND RECOMMENDATIONS. QUAL 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 SWALES. Ei PLAN�TS�P ACING N.T.S. FD INSTALL TRE; ALO" GL OF PLANTER INSTALL ROOT BARRIER 01`Y ` PANELS PER GIRRREN / y e'; /.•..-. - �X"\\ MA1k1FAG KERS PLANfIN5TABaE15 SPEGIFILA110N5 >„•�''�i.; (efE NOTE 6) HI 'RSC F'LAAtTINQ hITH R0212,ARD o ( NOWER TREE 7,.E H24N OR APPROVED - AL. 2 TIE5 PER 5-AKE r `:1i5 A5 NLTiD- STAKES) -(SF? { 6 Q -/ NO'E 42 AND DETAIL JI) TRUNK GJAkD n m FOR TRF ONLY i? WATER 0A51N r F.6. T 4" (i0O W-) '. BERM REn1:kED w 4.0° PERM INSTALL ROOT BARRIER 01`Y ` PANELS PER GIRRREN / y e'; /.•..-. - �X"\\ MA1k1FAG KERS PLANfIN5TABaE15 SPEGIFILA110N5 >„•�''�i.; (efE NOTE 6) HI 'RSC F'LAAtTINQ hITH R0212,ARD NOTEE5: €. APPLY 501L AMENDMENT AS PER. SOL TEST. 2, ALL TREES SHALL EE STAGED WITH NEW 2.0'(50-44 DIA (I'Rt 9%M 'TREATED) LODGE r E PINE REMOVE i YSERY TREE STAKES FROM ALL PLAN:' MATERIAL DELIVERED TO TE FROXCT SITE AND IN5TALL NEH TRE STAKES. 3, CONSTRUCT i A5 REWIRED TO SWd E PLANTS STABILITY D�1N6 COt6TR4;•LT10N IFTALLATTQMI. 4, AREOR TREE GUARD OR APPROVM- EQUAL 15 kr-WIRED AROW ALL TREES PLANTED IN LAHN AREAS. 5. ROOT &UARD 13AWIER 15 RE- UIRED HEN THE TREE Tt IS 5.6' (I_1m) OR LESS FROM ANY 'BARD SIAIACE. PLACE BARRIER PARALLELA1.06 T?E CP6L- 0' HARD SAFAOE. b. PLANTTN6 TABLET �.k- +ALL BE PLAZED 2D° (50mti MOH F9N15HEV 6RA7E NEAR ROOT FtARU7ATION A5 FOLLOI NS: I - TABLET PER 16AL. (5.99 Q 5 - TAEL.-T'S PER 5 GAL. (18A Q b - TAa ET5 PER 15 6AL.156.2+ Q 9 - rAEl�rS F'?r2 aD' (or�M)13ox 9, ANY AND ALL DEVIATTONS PROM THIS STANDARD SHALL. EE AFPeZO,W BY THE W44 Atm PARKS DIRECTOR $. ALL L*C1__GAPE INSTALLATION SHALL BE IN AGGDRDA C E WITH CITY 5TANDARDS, MANS FACT`�5 RELOKevATION, AND SECTION 20 OF THE STANDARD SPECIFICATIONS. 9, ALL MATERIAL LeED SHALL TSE N13i AFD FREE F!20M it F GrONS. 10. SEE APPROVED LR AF°FEAIW16ATInN PLANS POR SF GdFIL MODE, NkBBEiR5, SIZE, MAt#FACrWI t, AND �E 9 VXIRe" TENTS. II. ADD 2" OF DOJELE GUT HOOD CAP MATERIAL FROM CITY'S ATE FACILITY OR .AIFF14Y A BWAL. \. PREVAILING ' WIND DIRECTION TR: J; �D) STA LO�..IQ WATER [TINS TABLETS NOTE #b) I),NGI5PJFt%�ED SOIL i- 2x W�DTk� 2x NOTH OF ROO Etii of RoorBALL K� TYPICAL SH•HRUB II AKI DTA Pw�iNTING DETAIL CITY OF BAKERSFIELD REVISIONS DETAIL-, FOR TREE AND SHRUB' PLANTING siTr 10 OF 14 E APPROVED Rc>;Xsx;.X DA I'6 STANDARD PLAN NO, L-10 L-10TREE AND SHRUB PLANTING N.T.S. THE 05JECTIVE 15 TO SOFTEN THE V15L1AL IMPACT OF A ENGE Oct WALLED FRONTAD. PLANT MATERIAL SHALL BE SELECTED TO PROVIDE: A F'L.EA5ING LANDSCAPE: WITH LOIN MAINTENANCE REMAREMENITS. LANP5GAPE PLANT MATERIAL C0M51NATiONS SHALL 5E REVIEWED AND APPROVETV 5Y CITY PARKS DIVISION. A 5EPARATr AUTOMATIC IRRIGATION SYSTEM 15 REWIRED NTS ......... --.... _....................... ---- BOTTOM OF 5LOn FENCE 0R OR MA50NRY HALL HIDTH VARIES ................... ..--------------- TREE5 :5'-20' O G .............. .....---.--------.-.I..........__.................-ORDR--ILL SITE APA� GATE 41 5' LANTE 3 IDEHJti-K`✓ARIES a 5ECTION NT5 --- 0'-5' WIDE LANDSCAPE PLANTINC6 (5HRUES ONLY) CONCRETE CURB/6UiTER / 5'+ WIDE LAND�APE PLANTING AREA (TREES SHHM'J B5) DRIVENAY 51DEWALK AREA ------------ ELEVAT':ON NT5 NQ=1 I. AREA HETVM SACK 0T= SIDEP ALK AND KAU 5. ALL VZOIND COVER SHALL SE REV!E:Y'ED AND 'L NO CLIMBIN6 VINES SHALL BE USED TO 5CR3�! OR FEWE AT PROPERTY LINE SHALL Se AaPROVED BY CITY PARKS DIV151OK x"A-L OR 1`04CE. LAN05CNPED. IF FRONTAGE IS LESS THAN 100 4. ALL PLANTS i5HF. , TREES) SHALL HAVE AN p, NO LANDSCAPE IMPROVEMENTS SHALL 5E LINEAR rMT, THE AREA BETHEEN FE' 4CZ.4 ALL AAIO INDIVIDUAL a -ER, AL.c.OVW AND CONCRETE 51PEKALK SHALL BE BACK OF C!RRB SHALL RELIEVE CONCRETE. 5. IRRIGATION SYSTEM SHALL HAVE A SEPARATE EXT�{ED TO THE FACE_ OF WALL VO4ER,E SUMP OR 2. 6ROUND COVER MAY W. USED ONLY H1*151 POINT OF CONNECTION. DRILL SITE MONTASE IS LESS THAN :00 LINEAL DISTANCE EETNEE.N BACK OP SIDEWALK AND FENCIE 6. SHRUBS AID TREE- SHALL 3E SPACED NO F1~:.T A5 MEASURED PARA Fi TO THE AV_ACEN7 EXCESS !O'. C 4SER THAN A THEEIR FULL DIAMETER. AT HATUR17Y. 579 -'ET, CITY OF BAKERSFIELD TYPICAL, LANDSCAPE WALL OR FENCE SCREEN S}iT' T=; OE 14 AKROVED R<:'XXSNX i;AIJ, REVISIONS L-13 WALL OR FENCE SCREEN N.T.S. - STANDARD PLAN NO. L-13 0 sI<z Q Z s63 o ( NOWER TREE 7,.E H24N OR APPROVED - AL. 2 TIE5 PER 5-AKE r `:1i5 A5 NLTiD- STAKES) -(SF? { 6 Q -/ NO'E 42 AND DETAIL JI) TRUNK GJAkD n m FOR TRF ONLY i? WATER 0A51N r F.6. 4.0° PERM j Worm) Lli 1 GROWN OF TRK E TO 5E (15mm) AeoVE rs. � R ALL (THROJ6HOJTi o \ FLANTiN6 TABLcT5 O(M (SFE NOTE >?bi o NOTEE5: €. APPLY 501L AMENDMENT AS PER. SOL TEST. 2, ALL TREES SHALL EE STAGED WITH NEW 2.0'(50-44 DIA (I'Rt 9%M 'TREATED) LODGE r E PINE REMOVE i YSERY TREE STAKES FROM ALL PLAN:' MATERIAL DELIVERED TO TE FROXCT SITE AND IN5TALL NEH TRE STAKES. 3, CONSTRUCT i A5 REWIRED TO SWd E PLANTS STABILITY D�1N6 COt6TR4;•LT10N IFTALLATTQMI. 4, AREOR TREE GUARD OR APPROVM- EQUAL 15 kr-WIRED AROW ALL TREES PLANTED IN LAHN AREAS. 5. ROOT &UARD 13AWIER 15 RE- UIRED HEN THE TREE Tt IS 5.6' (I_1m) OR LESS FROM ANY 'BARD SIAIACE. PLACE BARRIER PARALLELA1.06 T?E CP6L- 0' HARD SAFAOE. b. PLANTTN6 TABLET �.k- +ALL BE PLAZED 2D° (50mti MOH F9N15HEV 6RA7E NEAR ROOT FtARU7ATION A5 FOLLOI NS: I - TABLET PER 16AL. (5.99 Q 5 - TAEL.-T'S PER 5 GAL. (18A Q b - TAa ET5 PER 15 6AL.156.2+ Q 9 - rAEl�rS F'?r2 aD' (or�M)13ox 9, ANY AND ALL DEVIATTONS PROM THIS STANDARD SHALL. EE AFPeZO,W BY THE W44 Atm PARKS DIRECTOR $. ALL L*C1__GAPE INSTALLATION SHALL BE IN AGGDRDA C E WITH CITY 5TANDARDS, MANS FACT`�5 RELOKevATION, AND SECTION 20 OF THE STANDARD SPECIFICATIONS. 9, ALL MATERIAL LeED SHALL TSE N13i AFD FREE F!20M it F GrONS. 10. SEE APPROVED LR AF°FEAIW16ATInN PLANS POR SF GdFIL MODE, NkBBEiR5, SIZE, MAt#FACrWI t, AND �E 9 VXIRe" TENTS. II. ADD 2" OF DOJELE GUT HOOD CAP MATERIAL FROM CITY'S ATE FACILITY OR .AIFF14Y A BWAL. \. PREVAILING ' WIND DIRECTION TR: J; �D) STA LO�..IQ WATER [TINS TABLETS NOTE #b) I),NGI5PJFt%�ED SOIL i- 2x W�DTk� 2x NOTH OF ROO Etii of RoorBALL K� TYPICAL SH•HRUB II AKI DTA Pw�iNTING DETAIL CITY OF BAKERSFIELD REVISIONS DETAIL-, FOR TREE AND SHRUB' PLANTING siTr 10 OF 14 E APPROVED Rc>;Xsx;.X DA I'6 STANDARD PLAN NO, L-10 L-10TREE AND SHRUB PLANTING N.T.S. THE 05JECTIVE 15 TO SOFTEN THE V15L1AL IMPACT OF A ENGE Oct WALLED FRONTAD. PLANT MATERIAL SHALL BE SELECTED TO PROVIDE: A F'L.EA5ING LANDSCAPE: WITH LOIN MAINTENANCE REMAREMENITS. LANP5GAPE PLANT MATERIAL C0M51NATiONS SHALL 5E REVIEWED AND APPROVETV 5Y CITY PARKS DIVISION. A 5EPARATr AUTOMATIC IRRIGATION SYSTEM 15 REWIRED NTS ......... --.... _....................... ---- BOTTOM OF 5LOn FENCE 0R OR MA50NRY HALL HIDTH VARIES ................... ..--------------- TREE5 :5'-20' O G .............. .....---.--------.-.I..........__.................-ORDR--ILL SITE APA� GATE 41 5' LANTE 3 IDEHJti-K`✓ARIES a 5ECTION NT5 --- 0'-5' WIDE LANDSCAPE PLANTINC6 (5HRUES ONLY) CONCRETE CURB/6UiTER / 5'+ WIDE LAND�APE PLANTING AREA (TREES SHHM'J B5) DRIVENAY 51DEWALK AREA ------------ ELEVAT':ON NT5 NQ=1 I. AREA HETVM SACK 0T= SIDEP ALK AND KAU 5. ALL VZOIND COVER SHALL SE REV!E:Y'ED AND 'L NO CLIMBIN6 VINES SHALL BE USED TO 5CR3�! OR FEWE AT PROPERTY LINE SHALL Se AaPROVED BY CITY PARKS DIV151OK x"A-L OR 1`04CE. LAN05CNPED. IF FRONTAGE IS LESS THAN 100 4. ALL PLANTS i5HF. , TREES) SHALL HAVE AN p, NO LANDSCAPE IMPROVEMENTS SHALL 5E LINEAR rMT, THE AREA BETHEEN FE' 4CZ.4 ALL AAIO INDIVIDUAL a -ER, AL.c.OVW AND CONCRETE 51PEKALK SHALL BE BACK OF C!RRB SHALL RELIEVE CONCRETE. 5. IRRIGATION SYSTEM SHALL HAVE A SEPARATE EXT�{ED TO THE FACE_ OF WALL VO4ER,E SUMP OR 2. 6ROUND COVER MAY W. USED ONLY H1*151 POINT OF CONNECTION. DRILL SITE MONTASE IS LESS THAN :00 LINEAL DISTANCE EETNEE.N BACK OP SIDEWALK AND FENCIE 6. SHRUBS AID TREE- SHALL 3E SPACED NO F1~:.T A5 MEASURED PARA Fi TO THE AV_ACEN7 EXCESS !O'. C 4SER THAN A THEEIR FULL DIAMETER. AT HATUR17Y. 579 -'ET, CITY OF BAKERSFIELD TYPICAL, LANDSCAPE WALL OR FENCE SCREEN S}iT' T=; OE 14 AKROVED R<:'XXSNX i;AIJ, REVISIONS L-13 WALL OR FENCE SCREEN N.T.S. - STANDARD PLAN NO. L-13 0 sI<z Q Z s63 DRAWING TITLE: PLANTING DETAILS Know what's below. Call before you dig. ,ZDS 1 �I I OCTOBER 19. 2015 Dare % APRIL 30, 2017 �~ 1Tzp Dara OF ax"', DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: 1PD -3 SHEET25OF 27 TRACT #6873- P85- LMD m W 2 `L Lli x O(M o N _J 00 J W O � w ILLI M LO - LL z U T) W J (n OD W m W Ur V r ILU Q"o�� m QY LU �s`� JQ - m U Q �. co �o O J U) I- - W tt W ir; m 2 m vJ DRAWING TITLE: PLANTING DETAILS Know what's below. Call before you dig. ,ZDS 1 �I I OCTOBER 19. 2015 Dare % APRIL 30, 2017 �~ 1Tzp Dara OF ax"', DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: 1PD -3 SHEET25OF 27 TRACT #6873- P85- LMD m `L x w � o 0 o P tt ir; m 2 m Lu - U o > Z U U U C U Z 0 D W X DRAWING TITLE: PLANTING DETAILS Know what's below. Call before you dig. ,ZDS 1 �I I OCTOBER 19. 2015 Dare % APRIL 30, 2017 �~ 1Tzp Dara OF ax"', DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: 1PD -3 SHEET25OF 27 TRACT #6873- P85- LMD IRRIGATION SPECIFICATIONS PART 1 - GENERAL CONDITIONS 1.1 Description: A. Work Included: Provide all labor, materials, transportation, and services necessary to furnish and install irrigation systems as shown on the drawings and described herein. 1.2 Quality Assurance: A. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this contract furnish directions covering points not shown in the drawings and specifications. B. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. C. Explanation of Drawings: 1. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. 2. The word Landscape Architect as used herein shall refer to the Owner's authorized representative. 3. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. 4. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in the irrigation design. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. 1.3 Submittals: A. Material List: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the drawings and specifications. No substitution will be allowed without prior written approval by the Landscape Architect. 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used. Copies of catalog information shall not be substituted for the materials list, and will be rejected as unacceptable. 3. Equipment or materials installed or furnished without prior approval of the Landscape Architect may be rejected and the Contractor required to remove such materials from the site at his own expense. 4. Approval of any item, alternate, or substitute indicated only that the product apparently the requirements of the drawings and specifications on the basis of the information or samples submitted. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Record Drawings: 1. The Contractor shall provide and keep up to date a complete "record" set of blue line ozalid prints which shall be corrected daily and show every change from the original drawings and specifications and the exact locations, sizes, and kinds of equipment. These drawings shall also serve as work progress sheets and shall be the basis for measurement and payment for work completed. This set of drawings shall be kept on the site and shall be used only as a record set. 2. The Contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the work as actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Landscape Architect. 3. Before the date of the final inspection, the Contractor shall transfer all information from the record prints to a sepia mylar or mylar procured from the Landscape Architect. All work shall be neat, drawn in waterproof ink by a technical ink pen designed specifically for use on mylar material. Work completed in felt tip pen or ball point pen will be rejected because of the non -permanent nature of both devices. All work shall be subject to approval by the Landscape Architect. 4. The Contractor shall dimension from two permanent points of reference the location of the following items: a. Connection to existing water lines b. Connections to existing electrical power c. Gate valves d. Routing of pressure main line pipe e. Sprinkler control valves f. Routing of control and common wire g. Quick coupling valves h. Other related equipment as directed by the Landscape Architect. 5. On or before the date of the final inspection, the Contractor shall deliver the corrected and completed mylars to the Landscape Architect. Delivery of the mylars will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints he compiled at the site. C. Controller Charts: 1. Record drawings shall be approved by the Landscape Architect before controller charts are prepared. 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled by each automatic controller and shall be sized as designated by each automatic controller or as designated by the Owner's authorized representative. 4. The chart is to be a reduced drawing of the actual record drawings. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be readable when the controller chart is completed. 5. The chart shall be a bloacline or blueline ozalid print and a different color shall be used to indicate the area of coverage for each control valve station. 6. When completed and approved, the chart shall be sealed by a plastic laminating process. the plasstic laminating shaeets shall be a minimum of 10 mil. thickness each. Drawing: Z:\0_LDI\0_DESIGN JOB S\BAKERSF IELD\GTIS-GI D Hold ing\PB5\WORKING DRAWINGS\TRACT 6873\LDI_PB5_TRACT 6873_SPECS.dwg Layout: LS -1 Oct 19, 2015, 10:26am D. Operation and Maintenance 1. Prepare and deliver to the Landscape Architect within ten calendar days prior to completion of construction, two hard cover binders with three rings each containing the following information: a. Index sheets stating Contractor's address and telephone number, list of equipment with names and addresses of local manufacturer's representatives. b. Catalog and parts sheets on every material and equipment installed under this contract. c. Guarantee statement (Section 1.05). d. Complete operating and maintenance instructions on all major pieces of equipment. 2. In addition to the above mentioned maintenance manual, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Landscape Architect at the conclusion of the project that this service has been rendered. E. Equipment to be Furnished: 1. Supply as part of this contract the following tools: a. Two sets of special tools required for removing, disassembling, and adjusting each type of sprinkler and valve installed under this contract. b. Two five-foot valve keys for operation of gate valves (as required). c. Two keys for each automatic controller or enclosure. d. Six quick coupler keys and matching hose swivels for each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final inspection can occur, evidence that the Owner has received material must be shown to the Landscape Architect. 1.4 Product Protection, Storage, and Handling: A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, loading, unloading, and storing of PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and if installed, shall be replaced with new piping. 1.5 Analysis of samples and tests: None. 1.6 Guarantee: A. The guarantee for the sprinkler irrigation system shall be made in accordance with the attached form. The general conditions and supplementary conditions of these specifications shall be filed with the Owner or his representative prior to acceptance of the irrigation system. B. A copy of the guarantee form shall be included in the operations and maintenance manual (Section 1.03, D). C. The guarantee form shall be re -typed onto the Contractor's letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from the date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make repairs or replacements within a reasonable time after receipt of written notice from the Owner. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. (The above statement is to be followed by the project name, location, signature, address, and telephone number of Irrigation Contractor, in addition to the date of acceptance). PART 2 - MATERIALS 2.1 General: Use only new materials of brands and types noted on the drawings, specified herein, or approved equals. A. PVC pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2 and 1/2 inch and larger shall be PVC Class 315. 2. Pipe shall be made from an NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements as set forth in Federal Specification PS -22-70 (Solvent Weld Pipe) with an appropriate standard dimension (S.D.R.) 3. Pressure main line piping for sizes 2inch and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal Specification PS -21-70 (Solvent -Weld Pipe). 5. PVC solvent -weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent -weld pipe and fittings shall be of the type and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure rating in PSI e. NSF (National Sanitation Foundation) approval f. Date of extrusion 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. B. PVC Non -Pressure Lateral Line Piping: 1. Non -pressure buried lateral line piping shall be PVC class 200 with solvent -weld joints. 2. Pipe shall be made from NSF approved, Type 1, Grade 11, 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 2.01C, all requirements for non -pressure lateral line pipe and fittings shall be the same as for solvent -weld pressure main line pipe and fittings as set forth in Section 2.01 B of these specifications. C. Brass Pipe and Fittings: -OMIT 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification WW -P-351. 2. Fittings shall be red brass conforming to Federal Specification WW -P-460. D. Galvanized Pipe Fittings: 1. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized couplings may be merchant coupling. 3. All galvanized pipe and fittings installed below grade shall be painted with two coats of Koppers 50 Bitumastic. E. Gate Valve: 1. Gate valves 3 -inches and smaller shall be 125 -Ib. SWP bronze gate valve with screw-in bonnet, non -rising stem and solid wedge disc, have threaded ends, and be equipped with bronze wheel handle. 2. Gate valves 3 -inches and smaller shall be similar to those manufactured by Nibco or approved equal. 3. All gate valves shall be installed per installation detail. F. Quick Coupling Valves: Quick coupling valves shall have a brass two-piece body designed for working pressure of 150 PSI operable with quick coupler key. Key size and type shall be as shown on plans. G. Backflow Preventer Unit: 1. Backflow prevention units shall be of size and type indicated on the irrigation drawings. Install the backflow prevention units in accordance with the irrigation construction details. 2. Wye strainers at backflow prevention units shall have a bronzed screwed body with 100 mesh monel screen and shall be similar to Bailey 100A or approved equal. H. Check Valves: 1. Swing check valves 2 -inches and smaller shall be 200 lbs. WOG bronze bronze construction and replaceable composition, neoprene or rubber disc, and shall meet or exceed Federal Specification WW -V-51 D, Class A, Type IV. 2. Anti -drain valves shall be of heavy-duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel with Buna-N seals. Valve shall be field adjustable against drawout from 3 to 40 feet of head. Anti -drain valve shall be similar to the King Bros. "CV" series or approved equal. I. Control 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 #14. 2. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. 3. Where more than one wire is placed in a trench, the wiring shall be taped together at intervals of ten feet. 4. An expansion curl shall be provided at each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve so that in case of repair, the valve bonnet may be brought to the surface without disconnection of the control wires. Control wires shall be laid loosely in trench without stress or stretching of control wire conductors. 5. All splices shall be made with Rainbird ST-03UL Snap-Tite wire connector with PT/S5 sealer or approved equal. Use one wire connector per wire splice. 6. Field splices between the automatic controller and electric control valves will not be permitted without prior approval of the Landscape Architect. J. Automatic Controller: 1. Automatic controller shall be of size and type shown on the drawings. 2. Final location of automatic controller shall be approved by the Owner's authorized representative prior to installation. 3. Unless otherwise noted on the plans, the 120 -volt electrical power to the automatic controller location shall be furnished by others. The final hook-up of the automatic controller to the 120 -volt power source shall be the responsibility of the irrigation contractor. K. Electric Control Valves: 1. Electric control valves shall be of the size and type shown on the drawings. 2. Unless otherwise noted on plan or construction details, all electric control valves shall have a manual flow adjustment. 3. Provide and install one control valve box for each electric control valve. L. Control Valve Boxes: 1. Use 10" x 10 1/4" round box for all gate valves, Carson Industries 910-12B with green bolt down cover or approved equal. Extension sleeve shall be PVC -6 -inch minimum size. 2. Use 9-1/2" x 16" x 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 of the size, type, and deliver the same rate of precipitation with the diameter (or radius) of spray, pressure, and discharge in G.P.M. as shown on the drawings and/or specified in these special provisions. 2. All spray type sprinklers shall have a screw adjustment. 3. Riser/swing joint assemblies shall be fabricated in accordance with the irrigation construction details shown on the drawings. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. PART 3 - EXECUTION 3.1 Inspection: A. Site Conditions: 1. All scaled dimensions are approximate. The Contractor shall check and verify all site dimensions and receive Landscape Architect's approval prior to proceeding with work under this section. 2. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings or call utilities companies for existing utility locations. 3. Coordinate installation of sprinkler irrigation materials, including pipe so there shall be no interference with utilities or other construction or difficulty in planting trees, shrubs, and groundcovers. 4. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the sprinkler irrigation system. 3.2 Preparation: A. Physical Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing, and location of sprinkler heads. 2. All layout shall be approved by Landscape Architect prior to installation. B. Water Supply: 1. Sprinkler irrigation system shall be connected to water supply points of connection as shown on drawings. 2. Connections shall be made at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions. C. Electrical Supply: 1. Electrical connections for automatic controller shall be made to electrical points of connection as shown on the drawings. 2. Connections shall be made at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions. 3.3 Installation: A. Trenching: 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to even grade. Trenching excavation shall follow layout indicated on the drawings and as noted. 2. Provide for a minimum cover of 18 -inches for all pressure supply lines. 3. Provide for a minimum cover of 12 -inches for all non -pressure lines. 4. Provide for a minimum cover of 18 -inches for all control wiring. B. Backfilling: 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps, or other surface irregularities. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than 1/2 -inch in size will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval of the Landscape Architect. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, or planting, or other construction as necessary, the Contractor shall make all required adjustments without cost to the Owner. C. Trenching and Backfill Under Paving: 1. Trenches located under areas where paving, asphaltic concrete or concrete will be installed shall be backfilled with sand (a layer six -inches below the pipe and 3 -inches above the pipe), and compacted in layers to 95% compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in a firm unyielding condition. The sprinkler irrigation Contractor shall set in place, cap, and pressure test all piping under paving prior to the paving work. 2. Where any cutting or breaking of sidewalks and/or concrete is necessary it shall be done and replaced by the Contractor as part of the contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the Landscape Architect. No hydraulic driving will be permitted under new concrete paving. D. Assemblies: 1. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines (and various assemblies) in such a manner as to conform with the details per plans. 2. Install no multiple assemblies on plastic lines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or specifications pertaining to specific items required to complete work, perform such work in accordance with the best standard practice with prior approval of the Landscape Architect. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent -weld methods shall be as recommended by the pipe and fitting manufacturer. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape, or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are required, use threaded PVC adapters into which the pipe may be welded. E. Line Clearance: All lines shall have a minimum clearance of 6 inches from each other and from lines of other trades. Parallel lines shall not be installed directly over one another. F. Automatic Controller: Install per manufacturer's instructions. Remote control valves shall be connected to controller in numerical sequence as shown on the drawings. G. High Voltage Wiring for Automatic Controller: 1. 120 -volt power connection to the automatic controller shall be provided by the Irrigation Contractor. 2. All electrical work shall conform to local codes, ordinances, and union authorities having jurisdiction. H. Remote Control Valves: Install where shown on the drawings and per detail. When grouped together, allow at least 12 inches between valve boxes. Install each remote control valve in a separate valve box. I. Flushing of System: 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened and a full head of water used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the Landscape Architect. J. Sprinkler Heads: 1. Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized in the irrigation equipment legend. 2. Spacing of sprinkler heads shall not exceed the maximum as indicated on the drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. 3.4 Temporary Repairs: The Owner reserves the right to make temporary repairs to keep the sprinkler system equipment in operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 3.5 Existing Trees: Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where 2 -inch and larger roots occur shall be done by hand. All roots 2 -inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots 1/2 inch and larger in diameter shall be painted with two coats of tree seal, or equal. Trenches adjacent to trees should be closed within 24 -hours, and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 3.6 Field Quality Control: A. Adjustment of the System: 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. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor may also include changes in nozzle sizes and degrees of arc as required. 3. Lowering raised sprinkler heads by the Contract shall be accomplished within ten days after notification by Owner or Landscape Architect. 4. All sprinkler heads shall be set perpendicular to finished grade unless otherwise designated on the plan or as required for proper coverage (slopes, etc.). B. Testing of Irrigation System: 1. The Contractor shall request the presence of the Landscape Architect in writing at least 48 hours in advance of any testing. 2. Test all pressure lines under hydrostatic pressure of 150 PSI and prove watertight. Note: Testing of pressure main line piping shall occur prior to installation of electric control valves or quick coupling valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 psi and proved watertight, prior to paving. 4. Sustain pressure in tested lines for not less than two hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5. All hydrostatic tests shall be made only in the presence of the Landscape Architect. No pipe shall be backfilled until it has been observed, tested, and approved in writing. 6. Contractor shall furnish force pump & all other test equipment necessary. When the sprinkler iirrigation system is completed, perform a coverage test in the presence of the Landscape Architect to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to the deviation from plans, or where the system has been willfully installed as indicated on the drawing when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accomplished before any groundcover is planted. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. 3.7 Maintenance: A. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven days prior to any planting and for 90 days after inspection to begin maintenance period. B. The Landscape Architect reserves the right to waive or shorten the operation period. 3.8 Clean-up: Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site. All walks and paving shall be broomed or washed down, and any damage sustained on the work of others shall be repaired to original conditions. 3.9 Final Observation Prior to Acceptance: A. The Contractor shall operate each system in its entirety for the Landscape Architect at the time of final inspection. Any items deemed not acceptable by the qualified observer shall be reworked to the complete satisfaction of the Landscape Architect. B. The Contractor shall show evidence to the Landscape Architect that the Owner has received all accessories, charts, record drawings and equipment as required before final observation can occur. 3.10 Observation Schedule: A. Contractor shall be responsible for notifying the Landscape Architect in advance for the following observations according to the time indicated: 1. Pre job conference - 7 days. 2. Pressure supply line installation and testing - 48 hours. 3. Automatic controller installation - 48 hours. 4. Control wire installation - 48 hours. 5. Lateral line and sprinkler installation - 48 hours. 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 /•��?3 PW Z W m U) Z LLl Y W x O U _ t� Udo 00 J W O m W_.. z_oQ _ LL W t F,J� UR oma UJ Q° oEE w Q W ZQ J - rn U Q (� O J U M F_ W W Q Q Cn m m Y x U iu _ � o Q Q m W m m n p > > '- > Z C U U J V z 0 LU DRAWING TITLE: IRRIGATION SPECIFICATIONS Know what's below. Call before you dig. %,p,NDSC who w � OCTOBER 19, 2015 Dale Q APRIL 30, 21) 17 9T E,,, Date OF CALk DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LS- 1 SHEET 260F 27 TRACT #6873- PB5- LMD MAINTENANCE PERIOD NOTES: 1. The contractor shall provide all labor, materials and equipment to perform work during the post -installment maintenance period, as specified herein including but not limited to: adequate watering of plant material and controlling weeds, rodents and other pests for a minimum period of three hundred and sixty-five (365) days. 2. The contractor shall maintain the project on a continuous basis from the first day after planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility of the contractor. 4. All areas including, but not limited to turf, groundcover areas, concrete walks and slabs shall be kept clean and free of weeds, litter and debris. 5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off-site. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non-selective post -emergent herbicide as specified by a weed abatement company, and left in place for (7) seven days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall be removed seven (7) days after application and disposed of off-site. 6. Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent infestations and proper preventative or control measures taken. Should the city, during the maintenance period, discover that the terms for the maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of said maintenance period will be terminated. The maintenance period will be extended one (1) day for each day the area is out of its maintenance period. After the area has been brought up to city standard, the city will require a re -inspection by a City of Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, then, and only then, will the city re -accept the area in writing. 7. The contractor shall properly and completely maintain all parts of the irrigation system. 8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 9. (3) Three weeks prior to the conclusion of the maintenance period, the contractor shall contact the city's representative to perform a final inspection of work. Any removed plants not in satisfactory and healthy condition from the site shall be replaced with material of like kind and size and in a manner specified for original planting. If the replacement plants do not represent a similar foliage representation of the original planted material, the contractor shall replace plants with the next available up-sized container. All ground cover shall have a twelve (12") inch clearing from all structures including but not limited to: sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc. 10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blue line prints an "as built" drawing. The drawings shall include all deviations from the original bid documents made during construction that affect the main lines, controller locations, remote control valves, quick -coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, a set of 11 x 17 laminated "as built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two quick coupler valve keys with gate valve hose bib attachment, shall be submitted to the city. 11. Before the start of the maintenance period, the contractor shall submit all unedited invoices of said rain bird equipment to the city of Bakersfield Recreation & Parks representative for their maxicom dollar fund. Drawing: Z \0_LDI\0_DESIGN JOB S\BAKERSFIELD\GTIS-GID Holding\P65\WORKING DRAWINGS\TRACT 6873\LDI_PB5_TRACT 6873_SPECS.dwg Layout: LS -2 Oct 19, 2015, 10:26am LANDSCAPE PLANTING SPECIFICATIONS PART 1 - GENERAL CONDITIONS 1.1 Description: A. Work Included: 1. The work included in these specifications shall consist of the furnishing of all labor, tools, materials, permits, appliances, taxes and all other costs, foreseeable and unforeseeable at the time of contracting necessary and appropriate for the installation of the accompanying drawings. 2. No deviation from these specifications or from the agreement or from the general conditions is authorized and no such deviation shall be made unless the written authorization, therefore signed by the Owner or his duly authorized representative, has been obtained in advance. 1.2 Interpretation of Plans and Specifications: A. The Landscape Architect will interpret the meaning of any part of the any plans and specifications about which any misunderstanding may arise, and his decision will be final. B. Should there appear to be an error or discrepancy in or between the plans, specifications & planting lists, the Contractor shall refer the matter to the Landscape Architect for adjustment before proceeding with the work. Should the Contractor proceed with the work without so referring the matter, he does so on his liability. 1.3 Quality Assurance: A. Quality of work: The Landscape Architect shall be notified at least two days prior to work commencement, by the Contractor and prior to inspection visits by the Landscape Architect. All work shall be done in a good workmanlike manner in accordance with all plans and specifications and best considered practice,shall p P meet with the approval of the Landscape Architect and Owner and shall be in accordance with the requirements of local building codes and laws. Any defective work will be redone at the Contractor's expense as directed by the Landscape Architect. B. Permits: The Contractor will be responsible for obtaining any and all necessary building permits from the city of other governmental authorities. C. License requirements: The Contractor shall carry necessary Contractor's California State License or Certificate for type of work listed, such as the Landscape Contractor's License. D. Insurance coverage: The contractor shall carry all necessary compensation and liability insurance to cover his workmen and work to protect the Owner from any possible damage suit or lien on the Owner's property in the course of the work by the Contractor and will show the Owner such evidence of above indicated insurance coverage prior to initiating work. E. Property, etc., Damage responsibility: 1. The Contractor is to protect at all times all existing utilities, structures, trees, plants and other features intended to remain on and adjacent to the job site and to repair or replace any damaged items in a neat and good workmanlike manner during and due to his work on the job and he shall assume all damage or injury that may result to all such property and/or to persons where such damage or injury is caused in connection with his work or is due to his negligence or to his leaving open or unprotected portions of streets or other property. 2. Should any part of the work under this contract be damaged by other contractors, the Contractor and party causing such damage shall make adjustments between themselves and not with the Owner relative to the repairs or reconstruction and payment for same. F. Knowledge of site: It is assumed that the Contractor has visited the site and familiarized himself as to the site conditions and shall have verified all dimensions as well as ascertaining the means of getting into the site and any other factors affecting the work. 1.4 Costs: A. Segregation of costs: At the time of execution of the contract, the Contractor shall furnish to the office of the Owner, for purposes of accounting and scheduling, a segregated cost schedule or breakdown of the contract price, listing the various components in the plans as well as unit prices of each component specified in a form satisfactory to form the Owner. These schedules shall also be used as the basis in formulating the progress payments to be made to the Contractor and these cost breakdowns shall be part of the contract. B. Extras or changes: Any extras or changes from the contract on the job shall have the prior approval of the Landscape Architect and must be approved in writing by the Landscape Architect and Owner. C. Increased costs: If the extra or change is to be done at increased cost over and above the contract fee, the Owner shall sign the Contractor's 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. B. Site clearance: Upon completion of the work, the Contractor shall properly clean and tidy such work and the surrounding areas used by and remove any or all excess materials, dirt, debris from the site or to dispose of same as directed by the Landscape Architect. C. Owner's materials: During the course of the work, any materials, equipment and services may be provided by the Owner and used by the Contractor in the job, for such materials, equipment, 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. 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 by filling and/or removing surplus soil as needed to ensure proper grades and drainage as indicated on the plans. Unless otherwise noted, finish grade shall be below hardscape as follow: 2" for ground cover areas, 1" for lawn areas. 2.2 Moisture content: The soil shall not be worked when moisture content is so great that excessive compaction will occur nor shall it be so 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: Weeds, plus bermuda grass, etc., shall be dug out from all planting areas by their roots wherever possible and removed from the site. Where necessary to discourage reoccurence of this material, the Contractor shall apply one or more treatments of a satisfactory chemical per manufacturer's directions in regard to concentration plus allowance of an ample period of time for effective performance prior to cultivation. The site shall be maintained in a weed and litter free condition during the maintenance period. Weeds shall be removed at frequencies adequate to prevent the maturation of weed seeds. 2.4 Plants: A. Inspection: Plants shall be subject to inspection and approval or rejection by the Landscape Architect at place of growth and/or the project site at any time before or during progress or work for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the site immediately. B. Conditions: Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs and shall have healthy normal root systems, well filling their containers, but not to the point of being root bound. 2.5 Protection: Protect and maintain all plants from sun, drought, wind, theft, rain and heat at all times before and during planting operation. 2.6 Planting requirements for trees and shrubs: A. Plant materials in quantities and sizes specified shall, after grading operations, be spotted approximately as shown on the landscape drawings and are to be approved'by the Landscape Architect before being removed from containers and excavating soil for planting. B. All backfill materials shall be mixed thoroughly on site before using. See soil analasyst from soil engineers for exact compaction rates. PART 3 - EXECUTION 3.1 Planting: A. Container -grown plants to be planted in plant pits two (2) times wider than plant container and a depth of twice the height of plant container. Plant crown to be slightly higher than its natural growing height after settlement. B. Pruning of plants will not be tolerated. C. All plants shall be watered immediately, before backfilling planting pits. D. All areas receiving plants and/or hydroseeding shall be moist to a depth of 6" at time of planting. E. Plant all plants 5' minimum from irrigation heads (slopes only). F. Scarify the sides of each root ball prior to planting if circular root is evident. G. Plant quantities on the plan are for the Contractor's convenience and not guaranteed to be accurate. H. Plant symbols take precedence over quantities specified. 3.2 All work shall be as directed by Owner's field representative, who shall be appointed prior to the commencement of the work. 3.3 Contractor shall submit all material receipts to Landscape Architect. 3.4 Maintenance: A. Maintenance period shall not begin until entire installation is accepted by the Owner. B. Maintenance period shall be for the following duration: 90 Days. 1. All plants and planting shall be guaranteed for the following durations beginning at the first day of the maintenance period. Trees and shrubs, 15 gallon and larger.... 1 Year Potted plants & pottery .................... 1 Year Shrubs, 5 gallon and smaller .............. 90 Days Ground cover .......................... 90 Days Lawn .................................. 90 Days 2. All dead, damaged or broken plant material, including sodded and seeded lawns and ground cover, shall be replaced at two-week intervals. C. Fertilize with 2 lbs. 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 material which is damaged due to his negligence. 4.2 Landscape Contractor shall be backcharged for Landscape Architect's time in locating any landscape material as requested by the construction manager. 4.3 Landscape Contractor shall submit all amendment quantity receipts to construction manager and/or Landscape Architect for approval. 4.4 Contractor shall perform all fertilizing in the presence of the construction manager or Landscape Architect. See Soil Preparation Requirement, sheet LS -110. 4.5 Contractor is responsible for maintaining all areas in a weed and debris free condition throughout the maintenance period. (See specifications). 4.6 Plant symbols take precedence over plant quantities. 4.7 All plants shall be protected against heat, sun, wind and frost during transportation to the site and while being held at the site. Do not store plants in total darkness for more than one day. 4.8 Wilted plant material shall not be planted or used on the project. 4.9 Do not damage plant root during transportation or planting process. 4.10 Plant material may be rejected at any time by the Landscape Architect due to condition, form or damage before or after planting. 4.11 Landscape Architect shall approve final placement of all trees, shrubs and vines prior to planting. 4.12 All surface rock and debris 3" and larger shall be removed from planting areas and then from the site. plant shall be slightly after settling, adjacent soil. than adj 4.13 Crown of p htl hi g y her g g, 4.14 Prune trees as directed by Landscape Architect after inspection. 4.15 Remove water basins from all trees located in lawn areas prior to hydroseeding installation. 4.16 Any and all damage in new and existing paving caused by the Contractor shall be the responsibility of the Contractor and be repaired by the Contractor. 4.17 Install all trees and shrubs prior to planting of groundcover and/or hydroseeding. PART 5 - HYDROSEEDING MATERIALS. -OMIT 5.1 Seed: A. Label seed and furnish in sealed standard containers with signed copies of a statement from seed vendor certifying that each container of seed delivered is fully labeled in accordance with California State Agricultural Code and is equal to or better than requirements of this section. B. Contractor shall submit all seed labels and certification letter to landscape architect for verification and approval. C. Seed which has become wet, moldy or otherwise damaged in transit or storage will be rejected. 5. Fiber Mulch: A. Composed of green colored wood cellulose fiber containing no germination or growth inhibiting factors. B. Mulch is to be manufactured in such a manner that after the addition of seed, fertilizer, water and additives in a special 1,500 gallon slurry tank, the fibers and above materials will become uniformly mixed to form a homogeneous slurry. C. Weight specifications of this material from the suppliers and for all applications, shall refer only to the air dry weight of the fiber materials. Absolute air dry weight is based on the normal standards of the Technical Association of the Pulp Industry for wood cellulose and is considered equivalent to 10% moisture. Each package of the cellulose fiber shall be marked by the namufacturers to show the air dry weight content. D. Acceptable Manufacturer: Conwed. 5.1 Seed: A. Dry, organic powder hydrocolloid formulation. B. Hydrate and disperse in a mixing tank with circulating water from a homogeneous slurry, either alone or in combination with other materials. pH to be stable in presence of fertilizer. C. Application of soil and mulch tackifier to be made at a minimum rate of: a. Flat areas -80 pounds per acre. b. Sloped areas (3:1 or steeper) -120 pounds per acre. D. Acceptable Manufacturer: Ecology control -M Binder by Conwed. E. Chemical germinating additives shall be " Catalytic Pre -Emerge" or approve equal. F. Urea formaldehyde shall be a pelletized commercial fertilizer for hydromulch slurry. END E > 5 - �,<37 3 D"JJ DRAWING TITLE: PLANTING SPECIFICATIONS Know what's below. Call before you dig. ocTOB17,R 19, 21115 * % APRIL 30, 2017L1�0� "�Datz �p C A DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LS -2 SHEET 27OF 27 TRACT #6873- PB"- LMD Z W 2 Y W 2 03, U N LL J 00 LU o U) rn Iii W*k2 s zoca, 0 m - W �U@�,W (O J O6 CL< (D 2 o 0 S Q LU Q 03 U m o° r M W W ry I_ CD DRAWING TITLE: PLANTING SPECIFICATIONS Know what's below. Call before you dig. ocTOB17,R 19, 21115 * % APRIL 30, 2017L1�0� "�Datz �p C A DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LS -2 SHEET 27OF 27 TRACT #6873- PB"- LMD m Y 2 U Iii o LLI u5 °z z 0 w Ix DRAWING TITLE: PLANTING SPECIFICATIONS Know what's below. Call before you dig. ocTOB17,R 19, 21115 * % APRIL 30, 2017L1�0� "�Datz �p C A DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LS -2 SHEET 27OF 27 TRACT #6873- PB"- LMD