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1.5-6874 Ph 1 & 2
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 end 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 turf areas 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. Contractor is responsible for care and maintenance of any existing landscape and irrigation system during construction. 17. Contractor shall indicate irrigation sleeves by chiseling "IR" on the face at each location. 18. Prior to installation of any signage, subdivider shall submit two copies of subdivision identification sign 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 STREETSCAPE IMPROVEMENT PLAN%O..* tRACT #6874 LMD PHASE 1 & 2 1q I N t, ffeli FawlL bri 17. 'RIOR TO THE START OF ANY PHASE OF CONSTRUCTION; ALL UTILITY METERS, (POWER & WATER) MUST BE SET & FULLY DPERATIONAL. 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 AREAS 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 Mc Don nelhappdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6874_COVER.dwg Layout: CS Oct 19, 2015, 10:59am BAKERSFIELD INDEX MAP BAKERSFI KEY MSI rRacr#7oa1 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: LANDSCAPE ARCHITECT Landscape Development, Inc. 28447 Witherspoon Pkwy Valencia, California 91355 (661) 295-1970 Contact: Michael McDonnell EXP. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E NO. 61069 ExP. 12/31/16 REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE 1 DATE DATE REVIEWED BY: TRAFFIC ENGINEER DATE 7�- Ir e 2 w~ 2 s f� F - Date GENERAL NOTES: 1. SEE CIVIL ENGINEERS DRAWINGS FOR GRADING AND DRAINAGE INFORMATION NOT SHOWN IN THESE DRAWINGS. Z INDEX LANDSCAPE SHEET 2. UPON EXECUTION OF THE CONTRACT, PROVIDE THE LANDSCAPE ARCHITECT AND OWNER WITH A CRITICAL PATH 3. SCHEDULE TO INCLUDE EACH ITEM, LEAD TIME, ORDER AND INSTALLATION DATE FOR SUBSTANTIAL COMPLETION. PROVIDE FOR POSITIVE DRAINAGE. NOTIFY LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE OTHERWISE. MAINTAIN FLOWLINES AND DRAINAGE TREE ANALYSISPB5 TRACT 6874 LANDSCAPE ANALYSIS: PB5 TRACT 6874 BAKERSFIELD, CA : , SHEET DRAWING TITLE SHEET NO. PATTERNS AS INDICATED ON ENGINEER'S GRADING DRAWINGS. s ( 4. VERIFY AND STAKE LOCATION OF UTILITIES PRIOR TO CONSTRUCTION AND IS REQUIRED BY GOVERNING AGENCIES BE HELD PHASE 1 SQUARE FOOTAGE FROM BACK OF CURB TO WALL: 16,897 +/- SF BAKERSFIELD, CA 5. LIABLE FOR DAMAGES TO EXISTING UTILITIES INCURRED INSTALLATION OF THE WORK. REPAIR AND REPLACE ANY EXISTING IMPROVEMENTS THATT ARE DAMAGED DURING CONSTRUCTION. PHASE 1 SQUARE FOOTAGE FROM BACK OF WALK TO BACK OF WALL: 10,198 +/- SF CS COVER SHEET 1 6. CHECK DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES OR PHASE 1 PERCENT OF EVERGREEN TREES: 50% PM -1 PHASE MAP 2 POSSIBLE DEFICIENCIES BETWEEN THE DRAWINGS AND THE SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE PHASE 2 SQUARE FOOTAGE FROM BACK OF CURB TO WALL: 33,795 +/- SF M�_o w J W O 7. BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT THE OWNER. VERIFY PROPERTY LINES PRIOR TO COMMENCING WORK. NO CONSTRUONSTRUCTIONN ITEM, INCLUDING FOOTINGS, SHALL EXTEND / PHASE 2 SQUARE FOOTAGE FROM BACK OF WALK TO BACK OF WALL: 19,104 +/- SF PHASE 2 PERCENT OF EVERGREEN TREES: 53% LI -1 - LI -2 PHASE 1 IRRIGATION PLANS 3-4 BEYOND PROPERTY LINE. ❑ J(A LI -3 - LI -5 PHASE 2 IRRIGATION PLANS 5-7 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. TOTAL SQUARE FOOTAGE FROM BACK OF CURB TO BACK OF WALL' 50,692 SF. PERCENT Of EVERGREEN TREES THROUGHOUT PROJECT' S2°10 LI -6 IRRIGATION NOTES & CALCS 8 9. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE, CONSTRUCTION MEANS AND METHODS, SAFETY TOTAL SQUARE FOOTAGE FROM BACK OF WALK TO BACK OF WALL: 29,302 SF. QY w �Q PROCEDURES, BRACING, TEMPORARY SUPPORTS, AND SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. U LP -1 - LP -2 PHASE 1 PLANTING PLANS 9-10 OBSERVATION VISITS THE JOB SITEOF METHODS AND SAF TYOCONDITIONS ATBTHE WORK SITE. THE THESE VIS ST HALL NOT BE CONSTRUEDDO OT INCLUDEION AS CONTINUOUS ANDN LP -3 - LP -5 PHASE 2 PLANTING PLANS 11-13 10. DETAILED INSPECTIONS. GIVE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR REQUIRED OR REQUESTED JOB SITE VISIT. m IPD-1 - IPD-3 DETAILS 14-16 11. FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. LS -1 - LS -2 SPECIFICATIONS 17-18 12. FOR SUBMITTALS, SAMPLES AND SHOP DRAWINGS REQUESTED, SUBMIT IN TRIPLICATE TO LANDSCAPE ARCHITECT WITH ONE W COPY TO THE OWNER UNLESS OTHERWISE SPECIFIED. 13. PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG W ENTIRE EDGE. > > > > 14. DIMENSIONS ARE FROM OUTSIDE FACE OF THE BUILDING, PAVING AND WALLS UNLESS OTHERWISE NOTED. ANGLES ARE 90 Z U OR 45 UNLESS OTHERWISE NOTED. U U U 15. COORDINATE AND COOPERATE WITH CONTRACTORS OFATTACHED, ADJOINING AND INTERFACING WORK OF OTHER TRADES. z 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, 0 NOTIFY LANDSCAPE ARCHITECT AND OWNER. 17. 'RIOR TO THE START OF ANY PHASE OF CONSTRUCTION; ALL UTILITY METERS, (POWER & WATER) MUST BE SET & FULLY DPERATIONAL. 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 AREAS 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 Mc Don nelhappdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6874_COVER.dwg Layout: CS Oct 19, 2015, 10:59am BAKERSFIELD INDEX MAP BAKERSFI KEY MSI rRacr#7oa1 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: LANDSCAPE ARCHITECT Landscape Development, Inc. 28447 Witherspoon Pkwy Valencia, California 91355 (661) 295-1970 Contact: Michael McDonnell EXP. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E NO. 61069 ExP. 12/31/16 REVIEWED BY: RECREATION AND PARKS DEPARTMENT DATE 1 DATE DATE REVIEWED BY: TRAFFIC ENGINEER DATE 7�- Ir e 2 11 DRAWING TITLE: 11 COVER SHEET Know what's below. Call before you dig. w~ 2 s f� F - Date APRIL i3 2017, Z 2 Y_ W ( U O6, N t-- U /1 M�_o w J W O L0 W ui c~) Zoe o 1L ❑ J(A L.LLLJ 0 U) J w J0 LU W N c r RL _ Qto c� o QY w �Q U m LO Cl) dog a < U < m W W W > > > 11 DRAWING TITLE: 11 COVER SHEET Know what's below. Call before you dig. w~ 2 s f� Date APRIL i3 2017, m Y_ ( U 0 a < < < Q p > > > > > Z U U U U U z 0 UJ 11 DRAWING TITLE: 11 COVER SHEET Know what's below. Call before you dig. DATE: 10-19-2015 SCALE: NA DRAWN BY: MM JOB NUMBER: 1362700 SHEET: C S SHEET 1 OF 18 TRACT #6874- PB5- LMD w~ 2 s f� Date APRIL i3 2017, OF c4kIt DATE: 10-19-2015 SCALE: NA DRAWN BY: MM JOB NUMBER: 1362700 SHEET: C S SHEET 1 OF 18 TRACT #6874- PB5- LMD £ ;rB E21; L0 i r 00 00 00 00 00 ro 59 58 46 45 ' 44g ': / .. .. 20 / 21 W n 7 45 1/14 •, . 3 .:32...4 40 j 39 3 3� 1� i35 '3-77 '.; / / _.__.__......... W_.._.._�.. � , : Ci:.,� ................ r V. PARK 00 (SEPARATE Z SUBMITTAL) O . i TRACT# 6873 .:......:. Drawing: Z:\0_LDI\0_DESIGN JOBS\BAKERSFIELD\GTIS-GID Holding\P135\WORKING DRAWINGS\TRACT 6874\LDI_PB5_TRACT 6874–TRACT EXHIBIT.dwg Layout: PM -1 Oct 19, 2015,10 59am ®tom � 72 < 56 55 54 53 52 PHASE 2 ............... HAS .......,.:.:. - PHASE2 t.;1,4T51 U Q MCCUTCH EN ROAD PHASING LEGEND Tract 6874 Phase 1: Streetscape sq -ft. (+/-13,500) lel Tract 6874 Phase 2: I Streetscape sq.ft. (+/-14,610) TRACT 6874 - POINT OF CONNECTIONS ... '. %, W r1i Phase 2 P.O.C., located at Reliance and Mango Grove Way. Ex. Water Meter location per Civil's water plan. Proposed controller and Electrical Pedestal location.. REFER TO SHEET 1-I-3. I ILij I Ei 's s I, ' £ i ELL L: -s,it I Let A I. i } Phase 1 P.O.C., located at McCutchen and Apricot Grove Way. Ex. Water Meter location per Civil's water plan. Proposed controller and Electrical Pedestal location. REFER TO SHEET 1-I-1. IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY MF MASTER VALVE / FLOW SENSOR 2" O 1— KCPFLOW-COMBO-200 2" MASTER VALVE AND 1 1/2" FLOW 1 OF18 SENSOR COMBO. LOW FLOW OPERATING CAPABILITY, m •v GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. PURCHASED FROM KERN w TURF SUPPLY. BF FEBCO 825YA 2" 2 REDUCED PRESSURE BACKFLOW PREVENTER A❑ RAIN BIRD ESP8LXMEF WITH (04) ESPLXMSM4 1 .... BOX SB22SS AND KCP 113 GROUNDING ROD KIT. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. 03, PURCHASED FROM KERN TURF SUPPLY. © RAIN BIRD ESP8LXMEF WITH (04) ESPLXMSM4 1 N ~ (J o 24 STATION COMMERCIAL CONTROLLER. WITH STRON ^ L.L BOX SB22SS AND KCP 113 GROUNDING ROD KIT. FLOW (0 J (0 SENSING AND WATER MANAGEMENT CAPABILITIES. ms W PURCHASED FROM KERN TURF SUPPLY. o MM W ELECTRICAL PEDESTAL 2 M1 WATER METER 2" 1 W CITY OF BAKERSFIELD D L J m LL i0,— M2 t f :n. CITY OF BAKERSFIELD Q , W I 6 �a �oa0 M s _.... .......... .._... _........... .._. .. € W 0 Drawing: Z:\0_LDI\0_DESIGN JOBS\BAKERSFIELD\GTIS-GID Holding\P135\WORKING DRAWINGS\TRACT 6874\LDI_PB5_TRACT 6874–TRACT EXHIBIT.dwg Layout: PM -1 Oct 19, 2015,10 59am ®tom � 72 < 56 55 54 53 52 PHASE 2 ............... HAS .......,.:.:. - PHASE2 t.;1,4T51 U Q MCCUTCH EN ROAD PHASING LEGEND Tract 6874 Phase 1: Streetscape sq -ft. (+/-13,500) lel Tract 6874 Phase 2: I Streetscape sq.ft. (+/-14,610) TRACT 6874 - POINT OF CONNECTIONS ... '. %, W r1i Phase 2 P.O.C., located at Reliance and Mango Grove Way. Ex. Water Meter location per Civil's water plan. Proposed controller and Electrical Pedestal location.. REFER TO SHEET 1-I-3. I ILij I Ei 's s I, ' £ i ELL L: -s,it I Let A I. i } Phase 1 P.O.C., located at McCutchen and Apricot Grove Way. Ex. Water Meter location per Civil's water plan. Proposed controller and Electrical Pedestal location. REFER TO SHEET 1-I-1. IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY MF MASTER VALVE / FLOW SENSOR 2" 2 1— KCPFLOW-COMBO-200 2" MASTER VALVE AND 1 1/2" FLOW 1 OF18 SENSOR COMBO. LOW FLOW OPERATING CAPABILITY, m GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. PURCHASED FROM KERN w TURF SUPPLY. BF FEBCO 825YA 2" 2 REDUCED PRESSURE BACKFLOW PREVENTER A❑ RAIN BIRD ESP8LXMEF WITH (04) ESPLXMSM4 1 24 STATION COMMERCIAL CONTROLLER. WITH STRON BOX SB22SS AND KCP 113 GROUNDING ROD KIT. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. 03, PURCHASED FROM KERN TURF SUPPLY. © RAIN BIRD ESP8LXMEF WITH (04) ESPLXMSM4 1 N ~ (J o 24 STATION COMMERCIAL CONTROLLER. WITH STRON ^ L.L BOX SB22SS AND KCP 113 GROUNDING ROD KIT. FLOW (0 J (0 SENSING AND WATER MANAGEMENT CAPABILITIES. ms W PURCHASED FROM KERN TURF SUPPLY. o MM W ELECTRICAL PEDESTAL 2 M1 WATER METER 2" 1 W CITY OF BAKERSFIELD D L J m LL i0,— M2 WATER METER 2" 1 CITY OF BAKERSFIELD Z 1 "=150'-0" 150' 0' 75' 150' 300' } SCALE: 1" = 150'-0" DRAWN BY: MM 1— SHEET: PM- SHEET2 1 OF18 m W w Y 03, N ~ (J o ^ L.L Q J (0 J (0 LO ms W Uj (n rn U)o 0 o MM W z U J W D L J m LL i0,— V Q = Z Q W Y W �a �oa0 M I- <<LU W Q �mmm�m } SCALE: 1" = 150'-0" DRAWN BY: MM JOB NUMBER: 1362700 SHEET: PM- SHEET2 1 OF18 m Y L11 0 <<LU Q �mmm�m ZO O U U U z 2 W DRAWING TITLE: PHASE MAP Know what's below. Call before you dig. VNDSC p �0 // w a 10 119/2015 Date APR IL 30, 2017 9 Gep Date OF C AL1�0� DATE: 10-19-2015 SCALE: 1" = 150'-0" DRAWN BY: MM JOB NUMBER: 1362700 SHEET: PM- SHEET2 1 OF18 TRACT #6874- PB5- LMD NOTE: • . -- . . r •— %�, v %W""" V LJ CRITICAL ANALY515 Generated: 2015-08-19 14:47 P.O.C. NUMBER: PHASE 1 Water Source Information: City of Bakersfield FLOW AVAILABLE Water Meter Size: 2" Flow Available: 120.00 gpm PRESSURE AVAILABLE 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 psi DESIGN ANALYSIS Maximum Station Flow: 26.25 gpm Flow Available at POC: 120.00 gpm Residual Flow Available: 93.75 gpm Critical Station: A6 Design Pressure: 30.00 psi Elevation Loss: 0.00 psi Friction Loss: 3.26 psi Fittings Loss: ss. 0.33 psi Loss through Valve: 4.59 psi Pressure Req. at Critical Station: 38.18 psi Loss for Fittings: 0.12 psi Loss for Main Line: 1.23 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 12.18 psi Loss for Master Valve: 4.80 psi Loss for Water Meter: 0.65 psi Critical Station Pressure at POC: 57.16 psi Pressure Available: 87.00 psi Residual Pressure Available: 29.84 psi —A memo NOMM own= mom= mom= Ono= mmmm Ono= Is CT# 6874 r- rwviuL: 1V1M11NL.IINC Z) I Ups-UU I VVI I H BALL VALVE AND SPARE CONTROLLER WIRES (1) COMMON (WHITE) 24" LOOP Irrigation Water Meter Shown Within Paving For Clarity Only, Refer to Civil (32) CONTROL (BLACK) 24" LOOP Engineer's Plans for Exact Location. (5) SPARE (RED) 24" LOOP A 1 I • r 11 1 w • . . w • ....� .� w ..• . _ _ _ _ _ _ _ BAKERSFIELD - PB5 KEY MAP -00 MATCH LINE SEE SHEET LI -2 r ,Uri, H ::: ..iii fr =a r�:! U / --- - / 6Vr ... .... ... ...::....::. i� /EMMME , : / : : " .. . .. ....: ...... 1 ................. e. a t AS �t ; D itt :. ......:....:.....::....: : :....::....::.... 1 (......................... Drawing: Z.10-LDI10-DESIGN JOBS\BAKERSFIELD\GTIS-GID Holding\P851WORKING DRAWINGSURACT 6874\LDI PB5 TRACT 6874 Layout: LI -1 - IRRIGATION.dwg - - Oct 19, 2015, 10:59am w, Ilk00- s`/. $iF Y; � / j, Moon MORN ALL MEDIAN LANDSCAPE AND IRRIGATION REFER TO SHEET LI -6 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS IS PART OF PHASE 1 OF TRACT 6873 REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS REFER TO SHEET LI -5 FOR CITY OF BAKERSFIELD STANDARD IRRIGATION NOTES .t r: ._......:.... ..__. ......... ..... _...µ_............... r LD1 —L OF :, I- 0 Z 1"=20'-O" 20' 0' 10' 20' 40' } Z W 5 W 00� U o M J J W O 11 � LU 00 W o W Lm w CLW c CL o0) LU �' �U)Q 9 Q Y =A " U Q in �./ / U) ( 1- Q Q LLJW Lu U) } U in K - Q Q Lu p > F > Z U V v z 0 L4 Lu Ix DRAWING TITLE: PHASE 1 IRRIGATION PLAN • e Know what's below. Call before you dig. �ti1�1DSC1 ti r� �- �47 00 rte, * 10/192015 # �, Daae APRIL -,0, 201 Epp Dale C ALI��� DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LI -1 SHEET 3 OF 18 TRACT #6874- PB5- LMD MATCH LINE SEE SHEET LI -1 Drawing' Z:\0_LDI\0_DESIGN JOBS\BAKERSFIELD\GTIS-GID H01ding\P135\WORKING DRAWINGS\TRACT 6874\LDI_PB5_TRACT 6874_IRRIGATION.dwg Oct 19, 2015, 10:59am MATCH LINE SEE ABOVE MATCH LINE SEE SHEET LI -3 BAKERSFIELD - PB5 REFER TO SHEET LI -6 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS REFER TO SHEET LI -5 FOR CITY OF BAKERSFIELD STANDARD IRRIGATION NOTES KEY MAP Z 1 "=20'-0" 20' 0' 10' 20' 40' S z in W mmm 10 q 14)i 06, N � U � O M O W 1 WCL CO U w ;, O o U ro M W z U (n oT WE 111 1 ]fir <"//ik'. �:`•:' (1 MATCH LINE SEE SHEET LI -1 Drawing' Z:\0_LDI\0_DESIGN JOBS\BAKERSFIELD\GTIS-GID H01ding\P135\WORKING DRAWINGS\TRACT 6874\LDI_PB5_TRACT 6874_IRRIGATION.dwg Oct 19, 2015, 10:59am MATCH LINE SEE ABOVE MATCH LINE SEE SHEET LI -3 BAKERSFIELD - PB5 REFER TO SHEET LI -6 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS REFER TO SHEET LI -5 FOR CITY OF BAKERSFIELD STANDARD IRRIGATION NOTES KEY MAP Z 1 "=20'-0" 20' 0' 10' 20' 40' S z in W mmm 10 mt//z MATCH LINE SEE SHEET LI -1 Drawing' Z:\0_LDI\0_DESIGN JOBS\BAKERSFIELD\GTIS-GID H01ding\P135\WORKING DRAWINGS\TRACT 6874\LDI_PB5_TRACT 6874_IRRIGATION.dwg Oct 19, 2015, 10:59am MATCH LINE SEE ABOVE MATCH LINE SEE SHEET LI -3 BAKERSFIELD - PB5 REFER TO SHEET LI -6 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS REFER TO SHEET LI -5 FOR CITY OF BAKERSFIELD STANDARD IRRIGATION NOTES KEY MAP Z 1 "=20'-0" 20' 0' 10' 20' 40' S } z in W 2 W 06, N � U � O M O W 1 WCL CO U w ;, O o U ro M W z U (n oT WE 111 (1 �/U@°mW 0. 9-=K W L O �i U n/ fl- (� J Q QY!n (� m mo o° F— W W ry V I } in U 111 - x u u u W m m m m O .. r 'r Z Cj U V U U z O Ln W m 05 6074- N t i t DRAWING TITLE: PHASE 1 IRRIGATION PLAN • Know what's below. Call before you dig. tip�IDS s/ 10/19/3015 Data �aA .APRIL 10, 2017 r"7� ExP ]rate O'� OF ch DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LI -2 SHEET 4 OF 18 TRACT #6874- PB5- LMD MATCH LINE SEE BELOW O MATCH LINE SEE SHEET LI -2 Drawing: Z:10_LDI\0_DESIGN JOBS\BAKERSFIELD\GTIS-GID HoldingT135\WORKING DRAWINGS\TRACT 6874\LDI_PB5_TRACT 6874_IRRIGATION.dwg Layout: LI -3 Oct 19, 2015, 11:00am MATCH LINE SEE BELOW I r . f / ff/ f f /? ' .6A%//1i I f r .0 flf.A:3 / / f 1 % � f 1 II J / ,: f f // f f J � J f 1 / / f J f f ff / PAR z f / �G--nai f1on :^ /i 9 fJ/�f r//1f/r`/r rr/JrOyi,% � II I'I I G r 1 r , II ss F r MATCH LINE SEE ABOVE MATCH LINE 1 BAKERSFIELD - PB5 t SEE SHEET LI 4 ,�_ ......... „ ................ s { , F f %r I: : I /f ' f f / , f k, / f.. ai n.% ...... 1: 1 1 is /., .. t s, s / i / s .......... 1 i N.T.S. r,, KEY MAP s ................. ... .»,.......... .____-___...................... ........ ....._... __............. i . 01-cls I /REFER TO SHEET LI -6 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS REFER TO SHEET LI -5 FOR CITY OF BAKERSFIELD STANDARD IRRIGATION NOTES : . . . . . . . . . . . . . . . .. . ................ .. . .. .. ...... ... . . . .. . . . . . . . . . . . . ...... . ...... _,". ,,",. ........ .. . .. . . I ' CRITICAL ANALYSIS Generated: 2015-08-19 14:48 P.O.C. NUMBER: PHASE 2 ;: :£Water Source Information: City of Bakersfield 0/011 0//,W/b F FLOW AVAILABLE %/ Water Meter Size: 2" Flow Available: 120.00 gpm 1„ PRESSURE AVAILABLE _...,........_._......................................................... ................ :: Static Pressure at POC: 90.00 psi B�2 30.8 Elevation Change: 5.00 ft Service Line Size: 2 1/2" 1" :' 1%" MW Length of Service Line: 20.00 ft 11/,r lot Irrigation Water Meter Shown Within Pressure Available: 87.00 psi ,,, B 11 19.8 Paving For Clarity Only, Refer to Civil � '` DESIGN ANALYSIS Engineers Plans for Exact Location. 1" M Maximum Station Flow: 31.25 gpm f ' Flow Available at POC: 120.00 gpm 'f. Residual Flow Available: 88.75 gpm iG h 'Critical Station: B21 3/4 4� m 24 STATION CONTROLLER 4- f . ' . CONTROLLER'C' Design Pressure: 30.00 psi I ' 211 22 STATIONS USED Elevation Loss: 0.00 psi 3/ • Friction Loss: 5.62 psi Fittings Loss: 0.56 psi ' Loss through Valve: 3.59 psi Pressure Req. at Critical Station: 39.76 psi Loss for Fittings: 1.09 psi Loss for Main Line: 10.93 psi Loss for POC to Valve Elevation: 0.00 psi ;q Loss for Backflow: 12.08 psi r Loss for Master Valve: 4.80 psi cra ff ' Loss for Water Meter: 0.85 psi Critical Station Pressure at POC: 69.51 psi Pressure Available: 87.00 psi Residual Pressure Available: 17.49 psi , r '1 %/ li1G /fjf///iiiJ /ia. .^ f//:z/f/ / ,/. :` ,. :, /- `` I I o ............. 'ao { MATCH LINE £ '"-20' o" 20' 0' 10' 20' 40' SEE ABOVE Ida ....................................... ........._.............................. _..,,..., ._ F_ WOW . . . m W I' I � I .:. . 'J,�or g¢g ,, fillmmm x q. 03 I B7 29.0. _ I �I 1%" MW •�•I r- N f— Cir O 1, a. J DO 3.t Cfl � ui 111 cn u~i ' . B6 21.5 11/4° H ❑ J N IVI 11 A 1 A VY/ W U)b J W C„ O w w s I Ww I I o I U< ~'0 - l I I � I C0 M x Q :F W .i LU I 0_ PHASE 2:NMI U, .: PHASE 1 : I 5 \ 10.0 MATCH LINE SEE SHEET LI -2 Drawing: Z:10_LDI\0_DESIGN JOBS\BAKERSFIELD\GTIS-GID HoldingT135\WORKING DRAWINGS\TRACT 6874\LDI_PB5_TRACT 6874_IRRIGATION.dwg Layout: LI -3 Oct 19, 2015, 11:00am MATCH LINE SEE BELOW I r . f / ff/ f f /? ' .6A%//1i I f r .0 flf.A:3 / / f 1 % � f 1 II J / ,: f f // f f J � J f 1 / / f J f f ff / PAR z f / �G--nai f1on :^ /i 9 fJ/�f r//1f/r`/r rr/JrOyi,% � II I'I I G r 1 r , II ss F r MATCH LINE SEE ABOVE MATCH LINE 1 BAKERSFIELD - PB5 t SEE SHEET LI 4 ,�_ ......... „ ................ s { , F f %r I: : I /f ' f f / , f k, / f.. ai n.% ...... 1: 1 1 is /., .. t s, s / i / s .......... 1 i N.T.S. r,, KEY MAP s ................. ... .»,.......... .____-___...................... ........ ....._... __............. i . 01-cls I /REFER TO SHEET LI -6 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS REFER TO SHEET LI -5 FOR CITY OF BAKERSFIELD STANDARD IRRIGATION NOTES : . . . . . . . . . . . . . . . .. . ................ .. . .. .. ...... ... . . . .. . . . . . . . . . . . . ...... . ...... _,". ,,",. ........ .. . .. . . I ' CRITICAL ANALYSIS Generated: 2015-08-19 14:48 P.O.C. NUMBER: PHASE 2 ;: :£Water Source Information: City of Bakersfield 0/011 0//,W/b F FLOW AVAILABLE %/ Water Meter Size: 2" Flow Available: 120.00 gpm 1„ PRESSURE AVAILABLE _...,........_._......................................................... ................ :: Static Pressure at POC: 90.00 psi B�2 30.8 Elevation Change: 5.00 ft Service Line Size: 2 1/2" 1" :' 1%" MW Length of Service Line: 20.00 ft 11/,r lot Irrigation Water Meter Shown Within Pressure Available: 87.00 psi ,,, B 11 19.8 Paving For Clarity Only, Refer to Civil � '` DESIGN ANALYSIS Engineers Plans for Exact Location. 1" M Maximum Station Flow: 31.25 gpm f ' Flow Available at POC: 120.00 gpm 'f. Residual Flow Available: 88.75 gpm iG h 'Critical Station: B21 3/4 4� m 24 STATION CONTROLLER 4- f . ' . CONTROLLER'C' Design Pressure: 30.00 psi I ' 211 22 STATIONS USED Elevation Loss: 0.00 psi 3/ • Friction Loss: 5.62 psi Fittings Loss: 0.56 psi ' Loss through Valve: 3.59 psi Pressure Req. at Critical Station: 39.76 psi Loss for Fittings: 1.09 psi Loss for Main Line: 10.93 psi Loss for POC to Valve Elevation: 0.00 psi ;q Loss for Backflow: 12.08 psi r Loss for Master Valve: 4.80 psi cra ff ' Loss for Water Meter: 0.85 psi Critical Station Pressure at POC: 69.51 psi Pressure Available: 87.00 psi Residual Pressure Available: 17.49 psi , r '1 %/ li1G /fjf///iiiJ /ia. .^ f//:z/f/ / ,/. :` ,. :, /- `` I I o ............. 'ao { MATCH LINE £ '"-20' o" 20' 0' 10' 20' 40' SEE ABOVE } F_ m W W x 03 _ I r- N f— Cir O a. J DO 3.t Cfl � ui cn u~i O LL H ❑ J N W U)b J W C„ O w w V r, CL QLU uo=(D v o U< ~'0 - C0 M x Q W on LU 0_ U, C) } m x ui o - x Q on U, O Z V C V U J z w DRAWING TITLE: PHASE 2 IRRIGATION PLAN tip,1�➢SC VQ 01 10/19'2015 t� Dote APRIL P ,� 2017 OF CXVX DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LI -3 SHEET 5 OF 18 TRACT #6874- P135- LMD MATCH LINE SEE BELOW ■ MATCH LINE SEE SHEET LI -3 Drawing: Z:\0_LDI\0_DESIGN J08S\BAKERSFIELD\GTIS-GID Holding\PB5\WORKING DRAWINGS\TRACT 6874\LDI_PB5_TRACT 6874_IRRIGATION.dwg Layout: 1-I-4 1,,.x,0 —19 11 -Of) , BAKERSFIELD - PB5 N.T.S. KEY MAP -110 REFER TO SHEET LI -6 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS REFER TO SHEET LI -5 FOR CITY OF BAKERSFIELD STANDARD IRRIGATION NOTES MATCH LINE / SEE SHEET ABOVE i 2cy- 0'-O I m W / W Y f f r MV x 3/n I U N I.L� ��0y� I Cd 1„ I.f LO vsv;�3� w� 11/ M W //B16\20.5 ` ' `r / C) m Lu � rr 1 MW EL Q = r W p QA I I B 15 30.8 U (D'° a� u a W J O n a MW r V+ kf � M 1„ I I WN m a`; m m m I V/ rn J O I � 1" OR, Im � 3 Z U C U U U 1 3 O G' ............................__..................... ............ ................. ..._....................- ImAm i rJ.l . /, %.w. w I WIMANUM ico Pro - B14 25.0 1,.. rr 2 g4ffsq, 1� 11/4" B 13\ 2 6. 0 1%"3 MW I I 1 ■ MATCH LINE SEE SHEET LI -3 Drawing: Z:\0_LDI\0_DESIGN J08S\BAKERSFIELD\GTIS-GID Holding\PB5\WORKING DRAWINGS\TRACT 6874\LDI_PB5_TRACT 6874_IRRIGATION.dwg Layout: 1-I-4 1,,.x,0 —19 11 -Of) , BAKERSFIELD - PB5 N.T.S. KEY MAP -110 REFER TO SHEET LI -6 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS REFER TO SHEET LI -5 FOR CITY OF BAKERSFIELD STANDARD IRRIGATION NOTES MATCH LINE / SEE SHEET ABOVE i 2cy- 0'-O } m W W Y O3, U N I.L� ��0y� Cd WJ W O LO vsv;�3� w� p M W 1 1 I Lj,J `r / C) m Lu � EL Q = r W p QA � I— U:) U (D'° a� u a W J O n a r V+ � M WN m a`; m m m v V/ rn } m Y U Cd a� u a u Q az F n a U1 m a`; m m m v rn O Z U C U U U Z O i rJ.l w 1.5-6rt574-fljl�2 DRAWING TITLE: PHASE 2 IRRIGATION PLAN ,ODS A y * 10 19/201 yk D.,�z APR]LI I1,p MW 20L7 Op C NIV DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: U-4 SHEET 6 OF 18 TRACT #6874- PB5- LMD BAKERSFIELD - PB5 KEY MAP /_et�31 M 26.3 B20 MW jig B19 27.0 /—. ly2" MW /.�%,%.': fi Z 1114 2 114° 1° .r 1 , ...... ..... T W E ,... m l 1UJ� U 3 ' Z UJ11 W i J I { 5 A1111111 ! i NJ 0 co 4 rr/1% i%.ov Z" ME= MOO= WARM OEM ion= MEN= M== BMW= MEMM mmm ME= RON= Norm somm SEE= MEN= MON= MKIMI Emm Emm On= ME= son= EMM ME= UNEM Enum Sam 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 minimum or no overspray. Landscape architect shall have final approval. 4. Components locations are approximate and diagrammatic as indicated. 5. All irrigation lines running under paved surfaces shall be installed in schedule 40 PVC sleeves. No directional changes in the irrigation system shall be installed under pavement or hardscape areas. All sleeves shall be a minimum 2 times larger than the irrigation line. All sleeves crossing locations will be indicated by chiseling "Ilk" 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. Drawing: Z:\0_LDI\0_DESIGN JOBS\BAKERSFIELD\GTIS-GID Holding\PB5\WORKING DRAWINGS\TRACT 6874\LDI_PB5_TRACT 6874_IRRIGATION.dwg Layout: LI -5 Oct 19, 2015, 11:00am MEN= own= comml::) ME= mom mum IMMM mom mom mom 19.3 B22 MW 1" i } I - Z Lu 2 Y W S O�� U N J '^ J W O W O � LO � o 0 F, M W 1W�) z U W N 0) J [p W UQ O W W d CDrn J m �oJ 'U M Qaaa< Lu LU U) } m Y S U Qaaa< W 0 Z U U U U z 0 w DRAWING TITLE: W w PHASE 2 Z> IRRIGATION JA� _ PLAN IJ0 IUQ • F— W Q W Know what's below. Call before you dig. REFER TO SHEET LI -6 FOR IRRIGATION NOTES, LEGEND, & CALCULATIONS REFER TO SHEET IPD-1, IPD-2 FOR IRRIGATION DETAILS REFER TO SHEET LS -1 FOR IRRIGATION SPECIFICATIONS �ti0DS(' a 10 19/201,5 Date APRIL 30, 2017 9 k<p Date OF CAv% DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LI-5 SHEET 7 OF 18 TRACT #6874- P85- LMD REFER TO SHEET LI -5 FOR CITY OF BAKERSFIELD STANDARD IRRIGATION NOTES Drawing: Z,\0_LDI\0_DESIGN JOBS\BAKERSFIELD\GTIS-GID Ho1ding\PB5\WORKING DRAWINGSURACT 6874\LDI_PB5_TRACT 6874_IRRIGATION.dwg Layout: LI -6 Oct 19, 2015, 11:00am CONTROLLER 'A' MAWA CONTROLLER 'B' MAWA CONTROLLER 'A' ETWU CONTROLLER 'B' ETWU /: � - «� 87¢ U) IRRIGATION SCH EDU LE 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. SYMBOL MAN UFACTURER/MODELIDESCRIPTION QTY PSI — 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE W V V ♦ RAINBIRD 1804 -SAM -PRS WITH HUNTER PCN NOZZLES 2,012 30 LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE 25 50 10 20 SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE. PRESSURE REGULATING. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. FLOOD BUBBLER, 4.0" POP-UP, FACTORY INSTALLED U DRAIN CHECK VALVE. (1) HUNTER PCN -25 BUBBLER 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. J NOZZLE PER SHRUB. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN 8 RAIN BIRD RWS-B-C 204 30 PLANTING AREAS. 1401 1404 1402 1408 ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0" 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, oo THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE AND CHECK VALVE. RAIN BIRD BUBBLER OPTION AS o OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD W INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, CHANGES DEEMED NECESSARY BY THE OWNER. 1408 2.0 GPM. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, Q ��o COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY v, M 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE RAIN BIRD PEB 28 FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW W LLJ OPERATING CAPABILITY, GLOBE CONFIGURATION. 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 RAIN BIRD 44 -LRC 14 THE SAME SIZE AS VALVE DOWN STREAM OF THE VALVE AT EACH VALVE LOCATION. VERIFY WITH CITY'S REPRESENTATIVE FOR EXACT 1" BRASS QUICK -COUPLING VALVE, WITH CONFIGURATION. o CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECEBODY. 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 ATTACHED TO RAIN BIRD TSJ-12 U U AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A U U MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. SLEEVE CROSSINGS z SHALL BE MARKED ON FACE OF CURB BY ENGRAVING'IR'. APOLLO 102T GATE VALVE 11 CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL 12 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. VALVE LOCATION. SIZE RANGE - 1/4" - 3" 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 MF MASTER VALVE / FLOW SENSOR 2" 2 OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR KCPFLOW-COMBO-200 2" MASTER VALVE AND 1 1/2" FLOW ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. SENSOR COMBO. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY 14 CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. IRRIGATION APPLICATIONS. PURCHASED FROM KERN W TURF SUPPLY. 15 CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF EXISTING MAINLINE TO PROPOSED MAINLINE. CONTRACTOR SHALL VERIFY ALL #P7162D-A-REV 8 FLOW SENSOR WIRE FROM JAIN EXISTING MAINLINE CONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO IRRIGATION AND 14 AWG DIRECT BURIAL "BLUE", BOTH TO COMMENCING WORK. BE INSTALLED IN A 1.5" CONDUIT TO CONTROLLER. 16 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. BF FEBCO 825Y 2" 2 CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING REDUCED PRESSURE BACKFLOW PREVENTER WORK AND UPON COMPLETION OF WORK. A❑ RAIN BIRD ESP8LXMEF WITH (04) ESPLXMSM4 1 17 CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS RB3ESP24LXMEF 24 STATION COMMERCIAL AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO CONTROLLER. WITH VITSB-22SS STRON BOX, KCP113GR LESS THAN 100 SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS GROUNDING ROD KIT, RB91Q4602B CELLULAR NETWORK, REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. AND KCPCSA-LXMEF48 TERMINAL STRIP. FLOW SENSING 18 CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED AND WATER MANAGEMENT CAPABILITIES. PURCHASED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NESCESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND FROM KERN TURF SUPPLY.TERMINAL STRIP. FLOW DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. SENSING AND WATER MANAGEMENT CAPABILITIES. PURCHASED FROM KERN TURF SUPPLY. 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. © RAIN BIRD ESP8LXMEF WITH (04) ESPLXMSM4 1 RB3ESP24LXMEF 24 STATION COMMERCIAL 20 CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS CONTROLLER. WITH VITSB-22SS STRON BOX, KCP113GR THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. GROUNDING ROD KIT, RB91Q4602B CELLULAR NETWORK, 21 EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF AND KCPCSA-LXMEF48 TERMINAL STRIP. FLOW SENSING THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM. TO MEET THE NEW LANDSCAPE CONDITION IF AND WATER MANAGEMENT CAPABILITIES. PURCHASED NECESSARY. FROM KERN TURF SUPPLY.TERMINAL STRIP. FLOW 22 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL SENSING AND WATER MANAGEMENT CAPABILITIES. REPLACE WITH SAME MANUFACTURER AND MODEL. PURCHASED FROM KERN TURF SUPPLY. 23 THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS RAIN BIRD RAINGAUGE KCPLXME-RG 2 REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL RAIN SENSOR WITH VANDAL GUARD FOR MAXICOM OR DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO SITECONTROL. CUSTOMIZES WEATHER DATA BY 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 PROVIDING SITE-SPECIFIC RAINFALL MEASUREMENTS, DISCREPANCIES PRIOR TO COMMENCING WORK. AND SENDING TO CENTRAL CONTROLLER DAILY. 24 CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING EZ-FLO FERTILIZING SYSTEMS EZ005-FX 2 IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER. CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY USED FOR SMALLER COMMERCIAL LANDSCAPES, INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID RESIDENTIAL, HOA -S, MODEL HOMES, AND GROWER 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 APPLICATIONS. INSTALL DIRECTLY IN THE IRRIGATION PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. SYSTEM MAIN LINE AFTER THE BACK FLOW PREVENTER. TANK CAPACITY: 5 GALLON 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 TT V.I.T. PRODUCTS SBBC-45SS 2 SYSTEMS AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ALL LABOR AND MATERIALS LOW PROFILE, TUBE AND WIRE CONSTRUCTION SMOOTH REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS TOUCH SURFACE, STAINLESS STEEL BACKFLOW PART OF THIS CONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE ENCLOSURE. 46.5"L, 28"H, 17.75"W (118.11 CM L, 71.12CM H, EXISTING ADJACENT IRRIGATION SYSTEMS. 45.085CM W). WITH FREEZE BLANKET. 26 ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT Q ELECTRICAL PEDESTAL 2 SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. M1 WATER METER 2" 1 27 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, CITY OF BAKERSFIELD 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. M2 WATER METER 2" 1 CITY OF BAKERSFIELD 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 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 10,584 L.F. OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL 29 CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. PRIOR TO COMMENCING WORK. — IRRIGATION MAINLINE: PVC SCHEDULE 40 3,474 L.F. 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. — — — — — — — — PIPE SLEEVE: PVC SCHEDULE 40 342.6 L.F. 31 CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. SLEEVE SIZE SHALL BE 2X THE DIAMETER OF THE 32 CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE MAINLINE AND 2" MINIMUM FOR WIRE. EXTEND SLEEVES DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT 18 INCHES BEYOND EDGES OF PAVING OR MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS.PART OF CONTRACT. CONSTRUCTION. 33 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. Valve CalloutValve CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND Number UPON COMPLETION OF WORK. NO DISRUPTION OF EXISTING ADJACENT IRRIGATION SYSTEMS WILL BE ALLOWED COMPLETE AUTOMATIC OPERATION # # —Valve Flow SHALL BE MAINTAINED FOR ALL ADJACENT EXISTING IRRIGATION SYSTEMS THROUGHOUT CONSTRUCTION. ALL ADJACENT SYSTEMS SHALL#�� # Water Use MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. Valve Size REFER TO SHEET LI -5 FOR CITY OF BAKERSFIELD STANDARD IRRIGATION NOTES Drawing: Z,\0_LDI\0_DESIGN JOBS\BAKERSFIELD\GTIS-GID Ho1ding\PB5\WORKING DRAWINGSURACT 6874\LDI_PB5_TRACT 6874_IRRIGATION.dwg Layout: LI -6 Oct 19, 2015, 11:00am CONTROLLER 'A' MAWA CONTROLLER 'B' MAWA CONTROLLER 'A' ETWU CONTROLLER 'B' ETWU /: � - «� 87¢ Mm U) I -- Z W Y W x O0 U CV o vco J ��o m W U; '10 ozo�00 o J n oo aQ�o�� o W c)Q QYF- �>� U Q ��o I _ (� O J r - v, M tt LLJ W LLJ U) Mm Y x U 0 tt W o Z U U U U U z O W W DRAWING TITLE: IRRIGATION NOTES & CALCS ti� I I * 10i19,2015 yF Dale APRIL 10, 2017 C Ati���� DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LI -6 SHEET 8 OF 18 TRACT #6874- PB5- LMD pm .... .... .... ,i' Room EWA= ME= own= mmum on am: momm 0 Now= EMMA No= Emm ONE= MEN= muml momm .0 6X6 CONC. MOW CURB (TYP.), ' ' 6X6 CONC. MOW CURB (TYP.), PER CITY STANDARD, DETAILB, PEI CITY.. D, DETAIL 'B', SHEET IPD-3. SHEET IPD-3. 11///ffm Lam /gas m, %00 44m// A -i W-1 i f 1! P -FA PHASE 1 TRACT# 6874 -I ;'� , Ci#;'`M;e �iratq/SuTRAbmit > .. ... ... ... .. . ......... I Jilfl . . . . . . . . . . . . . ......... . ...... ..... ... ... . ......... . . . . . . . . . . . . . ... . . . . . . ... .... man=i, 4 Emom mummm won= mmmm mmmm mamm ......................... R.O.W . owff 0 wlmlrm NOWN PEI rmeeor' A -d kaJ slpor';) W-1 R.O.W. R.O.W. r . ............. ....... . ........ ............. ........... . . . . ......... — ... .... . ... . ......... . . .... .. .. . ......... . .. . ............. . ......... . . . . ....... 7 7 LULUKtU LUNUKr- I r - COMMENTS: INSTALL TEXTURED COLORED CONCRETE AS DIRECTED BY THE RECREATION & PARKS DEPARTMENT PRODUCTION WALL COMMENTS: PER CIVIL ENGINEER 6"X6" CONC. MOW CURB COMMENTS: PER CITY STANDARD, DETAIL'B', SHEET IPD-3 Drawing: C:\L1sersNMike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT6874_PLANTING dwg Layout LP -1 Oct 19, 2015, 1 1:00am BAKERSFIELD - PB5 KEY MAP -.A MATCH LINE SEE SHEET LP -2 "�4, 0 U) A W. W .. . . .. . . .. .. . . . . . . . . . .... ... z LU 2 aae LU >.::t 0C 0 L) � 0 O 0 00 LO Ulu) LL > Q. L J j0 < Wg C? co z rn S2 < F- 0 U) LU LLI X 1-- LL U) Uj \Sump CARAMBOLA Lot A Z PLACE P-1 Q P-2 Room EWA= ME= own= mmum on am: momm 0 Now= EMMA No= Emm ONE= MEN= muml momm .0 6X6 CONC. MOW CURB (TYP.), ' ' 6X6 CONC. MOW CURB (TYP.), PER CITY STANDARD, DETAILB, PEI CITY.. D, DETAIL 'B', SHEET IPD-3. SHEET IPD-3. 11///ffm Lam /gas m, %00 44m// A -i W-1 i f 1! P -FA PHASE 1 TRACT# 6874 -I ;'� , Ci#;'`M;e �iratq/SuTRAbmit > .. ... ... ... .. . ......... I Jilfl . . . . . . . . . . . . . ......... . ...... ..... ... ... . ......... . . . . . . . . . . . . . ... . . . . . . ... .... man=i, 4 Emom mummm won= mmmm mmmm mamm ......................... R.O.W . owff 0 wlmlrm NOWN PEI rmeeor' A -d kaJ slpor';) W-1 R.O.W. R.O.W. r . ............. ....... . ........ ............. ........... . . . . ......... — ... .... . ... . ......... . . .... .. .. . ......... . .. . ............. . ......... . . . . ....... 7 7 LULUKtU LUNUKr- I r - COMMENTS: INSTALL TEXTURED COLORED CONCRETE AS DIRECTED BY THE RECREATION & PARKS DEPARTMENT PRODUCTION WALL COMMENTS: PER CIVIL ENGINEER 6"X6" CONC. MOW CURB COMMENTS: PER CITY STANDARD, DETAIL'B', SHEET IPD-3 Drawing: C:\L1sersNMike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT6874_PLANTING dwg Layout LP -1 Oct 19, 2015, 1 1:00am BAKERSFIELD - PB5 KEY MAP -.A MATCH LINE SEE SHEET LP -2 "�4, 0 PHASE 1, TRACT# 6874 LDI-LIMIT-OF-WORK ro 47,S7ef- P11 I i, Z 6 rT % U) A W. W .. . . .. . . .. .. . . . . . . . . . .... ... z PHASE 1, TRACT# 6874 LDI-LIMIT-OF-WORK ro 47,S7ef- P11 I i, Z 6 rT % DRAWING TITLE: PHASE 1 PLANTING PLAN • :. -M Know what's below. Call before you dig. F r pr ��ADS 10,t9'2015 Date APRIL 30, 2017 Lep Date OF cxv� DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LP -1 SHEET9 OF18 TRACT #6374- PB5- LMD U) 1-- z LU 2 LU >.::t 0C 0 L) � 0 O 00 LO Ulu) LL > Q. L J j0 < Wg C? co z rn S2 < F- 0 U) LLI X 1-- U) DRAWING TITLE: PHASE 1 PLANTING PLAN • :. -M Know what's below. Call before you dig. F r pr ��ADS 10,t9'2015 Date APRIL 30, 2017 Lep Date OF cxv� DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LP -1 SHEET9 OF18 TRACT #6374- PB5- LMD L) ui Uj 0 Z Q ul DRAWING TITLE: PHASE 1 PLANTING PLAN • :. -M Know what's below. Call before you dig. F r pr ��ADS 10,t9'2015 Date APRIL 30, 2017 Lep Date OF cxv� DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: mm JOB NUMBER: 1362700 SHEET: LP -1 SHEET9 OF18 TRACT #6374- PB5- LMD FIR COMMON NAME CONT CAL CALOCEDRUS DECURRENS INCENSE CEDAR 24"BOX OLEA EUROPAEA'SWAN HILL' TM SWAN HILL OLIVE 041II Z PISTACIA CHINENSIS 'KEITH DAVEY' qf. 24"BOX i BRADFORD FLOWERING PEAR y BOTANICAL NAME COMMON NAME CONT ` ;/J` DIETES BICOLOR FORTNIGHT LILY 1 GAL LOW :<<: JAPANESE PRIVET 5 GAL f PHOTINIA 5 GAL MODERATE PITTOSPORUM TOBIRA 'VARIEGATA' : 5 GAL f. PITTOSPORUM TOBIRA 'WHEELERS DWARF' WHEELERS DWARF MOCK ORANGE 5 GAL l ZIM Jf/ ROSA FLORIBUNDA'ICEBERG' ICEBERG ROSE 5 GAL MODERATE ROSMARINUS OFFICINALIS 'PROSTRATUS' X111114 1 GAL LOW �i`y) � W J W O ''^^ FIR COMMON NAME CONT CAL CALOCEDRUS DECURRENS INCENSE CEDAR 24"BOX OLEA EUROPAEA'SWAN HILL' TM SWAN HILL OLIVE 36"BOX Z PISTACIA CHINENSIS 'KEITH DAVEY' qf. 24"BOX i BRADFORD FLOWERING PEAR 24"BOX BOTANICAL NAME COMMON NAME CONT WUCOLS DIETES BICOLOR FORTNIGHT LILY 1 GAL LOW LIGUSTRUM JAPONICUM JAPANESE PRIVET 5 GAL PHOTINIA X FRASERI PHOTINIA 5 GAL MODERATE PITTOSPORUM TOBIRA 'VARIEGATA' VARIEGATED MOCK ORANGE 5 GAL f. PITTOSPORUM TOBIRA 'WHEELERS DWARF' WHEELERS DWARF MOCK ORANGE 5 GAL U ROSA FLORIBUNDA'ICEBERG' ICEBERG ROSE 5 GAL MODERATE ROSMARINUS OFFICINALIS 'PROSTRATUS' DWARF ROSEMARY 1 GAL MATCH LINE SEE BELOW F : /,,,, MATCH LINE SEE SHEET LP -1 Drawing: C'\Users\M,ke McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6674_PLANTING.dwg Layout: LP -2 Oct 19, 2015, 11:00am 14 cr LL 0 > Q MATCH LINE SEE ABOVE MATCH LINE SEE SHEET LP -3 6X6 CONC. MOW CURB 0 MATCH LINE SEE ABOVE LANDSCAPE ANALYSIS: PB5 TRACT 6873, BAKERSFIELD, CA PHASE 1 SQUARE FOOTAGE FROM BACK OF CURB TO WALL: 16,897 +/- SF PHASE 1 SQUARE FOOTAGE FROM BACK OF WALK TO BACK OF WALL: 10,198 +/- SF TREE ANALYSIS: PB5, BAKERSFIELD, CA PHASE 1 PERCENT OF EVERGREEN TREES: 50% CONSTRUCTION LEGEND BAKERSFIELD - PB5 SYMBOL DESCRIPTION DETAIL/SHEET PAVING P-1 CITY SIDEWALK COMMENTS: PER CIVIL ENGINEER P-2 COLORED CONCRETE COMMENTS: INSTALL TEXTURED COLORED CONCRETE AS DIRECTED BY THE RECREATION & PARKS DEPARTMENT W-1 PRODUCTION WALL COMMENTS: PER CIVIL ENGINEER PLANT SCHEDULE TRACT ##6874, PHASE SHRUBS G 0 0 KEY MAP BOTANICAL NAME COMMON NAME CONT CAL CALOCEDRUS DECURRENS INCENSE CEDAR 24"BOX OLEA EUROPAEA'SWAN HILL' TM SWAN HILL OLIVE 36"BOX Z PISTACIA CHINENSIS 'KEITH DAVEY' KEITH DAVEY CHINESE PISTACHE 24"BOX PYRUS CAL LERYANA 'BRADFORD' BRADFORD FLOWERING PEAR 24"BOX BOTANICAL NAME COMMON NAME CONT WUCOLS DIETES BICOLOR FORTNIGHT LILY 1 GAL LOW LIGUSTRUM JAPONICUM JAPANESE PRIVET 5 GAL PHOTINIA X FRASERI PHOTINIA 5 GAL MODERATE PITTOSPORUM TOBIRA 'VARIEGATA' VARIEGATED MOCK ORANGE 5 GAL PITTOSPORUM TOBIRA 'WHEELERS DWARF' WHEELERS DWARF MOCK ORANGE 5 GAL U ROSA FLORIBUNDA'ICEBERG' ICEBERG ROSE 5 GAL MODERATE ROSMARINUS OFFICINALIS 'PROSTRATUS' DWARF ROSEMARY 1 GAL LOW REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS N.T.S. WUCOLS QTY REMARKS MODERATE 12 4 MODERATE 6 10 QTY REMARKS 117 53 58 43 243 39 53 Z 1 "=20'-0" 20' 0' 10' 20' 40' } Z L Y W 2 00, U N 0 �i`y) � W J W O ''^^ *w5 >- , MO W L� z U J i j (n J 0] W N V W f T W W /� Q Q — C? O L.L— QYI— W _ �v�C(,Q �� m �p U Q J tt Cn W W m m m T U) } m Y 2 U Q D tt Cn W m m m T 0 z U U V U z 0 LU a DRAWING TITLE: PHASE 1 PLANTING PLAN Know what's below. Call before you dig. s 10 192015 Date APRIL Z, 2017 DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LP -2 SHEET100F 18 TRACT #6874- PB5- LMD MATCH LINE SEE BELOW MAp,"A, G 'k MATCH LINE SEE BELOW I ! ��OVEpi, i - - - - -------- I -AM -N v 119 1, 01 MEW/ MATCH LINE SEE SHEET LP -2 Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPubhsh_3740\LDI_PB5_TRACT 6874_PLANTING.dwg Layout: LP -3 Oct 19, 2015, 11:00am MATCH LINE SEE ABOVE MATCH LINE SEE BELOW 6X6 0010. MOW CURB (TYP.), PER CITY STAN DETAIL 'B', SHEET IPD-3. MATCH LINE SEE ABOVE BAKERSFIELD - PB5 N.T.S. KEY MAP CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL/SHEET PAVING CITY SIDEWALK COMMENTS: PER CIVIL ENGINEER P-2 COLORED CONCRETE COMMENTS: INSTALL TEXTURED COLORED CONCRETE AS DIRECTED BY THE RECREATION & PARKS DEPARTMENT W-1 PRODUCTION WALL COMMENTS: PER CIVIL ENGINEER REFER TO SHEET LP -5 FOR PHASE 2 PLANTING LEGEND REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS i 0 0 IL70 °mI ■ 1. 6 - & ? 1Ir R4 ! �. 2 w 1 !0 / : I ung ' LIJ x 0�� U I I � f CL 0 — W O Iii � . 0 m W w ,�.�!/ � � � LL o �� ^�Q QW Y s �k :., Q m �oo (n Cl) # Y # # F W i i. Y /UJI of o/m/a/l/m/mi PHASE .! ..' I— amu .......... U/ n O PHASE = r 1 ... ........... --- - -- - - - - - -- - - - -------------- - ! ! V J V U U / a!f MATCH LINE SEE SHEET LP -2 Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPubhsh_3740\LDI_PB5_TRACT 6874_PLANTING.dwg Layout: LP -3 Oct 19, 2015, 11:00am MATCH LINE SEE ABOVE MATCH LINE SEE BELOW 6X6 0010. MOW CURB (TYP.), PER CITY STAN DETAIL 'B', SHEET IPD-3. MATCH LINE SEE ABOVE BAKERSFIELD - PB5 N.T.S. KEY MAP CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL/SHEET PAVING CITY SIDEWALK COMMENTS: PER CIVIL ENGINEER P-2 COLORED CONCRETE COMMENTS: INSTALL TEXTURED COLORED CONCRETE AS DIRECTED BY THE RECREATION & PARKS DEPARTMENT W-1 PRODUCTION WALL COMMENTS: PER CIVIL ENGINEER REFER TO SHEET LP -5 FOR PHASE 2 PLANTING LEGEND REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS i 0 0 IL70 °mI ■ 1. 6 - & ? 1Ir R4 ! �. 2 m w 2 LIJ x 0�� U N i� Jgo CL 0 — W O Iii � W 0 m W w v � � � LL o �� ^�Q QW Y s U0 Q m �oo (n Cl) # Y # # F W /UJI of I— U/ m x U Iii o d # Y # # F W n O = r Z V J V U U Z Q Lu W Q' DRAWING TITLE: PHASE 2 PLANTING PLAN • Know what's below. Cell before you dig. G l * 1019/2015 kDare RIL i0,Dar20i � ti p C A��� DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LP -3 SHEET 11 OF 18 MATCH LINE SEE BELOW MATCH LINE SEE SHEET LP -3 Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6874 PLANTING dwg Layout: LP -4 Oct 19, 2015, 11:00am BAKERSFIELD - PB5 KEY MAP -..+�v+rixw 17 16 18 _ ...........__._ ..................19 - - --- - ------ --- - - - Gni %////// �����aU , //�;i EM/1-1, .......... .. _. .... _---------- _ _ __....... - _ M' ` A U�i I 3 LO I W 0- Z_ —� J W U = W W U) PLANT 5CH EDU LE TRACT #6874, PHASE 2 TREES SHRUBS 0 3 0 BOTANICAL NAME COMMON NAME CONT CAL CALOCEDRUS DECURRENS INCENSE CEDAR 24"BOX LAURUS NOBI LIS 'SARATOGA' SWEET BAY 24"BOX OLEA EUROPAEA'SWAN HILL' TM SWAN HILL OLIVE 36"BOX PISTACIA CHINENSIS 'KEITH DAVEY' KEITH DAVEY CHINESE PISTACHE 24"BOX BOTANICAL NAME COMMON NAME CONT WUCOLS DIETES BICOLOR FORTNIGHT LILY 1 GAL LOW LIGUSTRUM JAPONICUM JAPANESE PRIVET 5 GAL PITTOSPORUM TOBIRA'WHEELERS DWARF' WHEELER'S DWARF MOCK ORANGE 5 GAL RHAPHIOLEPIS X DELACOURII 'MAJESTIC BEAUTY' TM MAJESTIC BEAUTY INDIAN HAWTHORNE 5 GAL ROSA FLORIBUNDA 'ICEBERG' ICEBERG ROSE 5 GAL MODERATE ROSMARINUS OFFICINALIS 'PROSTRATUS' DWARF ROSEMARY 1 GAL LOW WUCOLS QTY REMARKS MODERATE 15 18 4 MODERATE 31 QTY REMARKS 373 230 443 298 39 52 REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS 2 O Z 111=20'-O" 20' 0' 10' 20' 40' z 29 co / , Z W 2 Lf `0 I f` ................................ . ... e i ......... I r Ord- U y� r ------ - -- - - - ------- ............................. 9 r .0 vi cn c' U o 00LL. W 1L ? J VININAmoiAN W � I— Z i ❑ rn U oma N 0 j i ( rLUL J �/ S = = W Q Y �S Q J U .... ...................... .._........_.............._..................... f .. i W (D ��//�� VJ m Ej I— W// 1/61 � LL i 0 VJ/�I—/� V111'rommall, U '- Z ;. U U J U MATCH LINE SEE SHEET LP -3 Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6874 PLANTING dwg Layout: LP -4 Oct 19, 2015, 11:00am BAKERSFIELD - PB5 KEY MAP -..+�v+rixw 17 16 18 _ ...........__._ ..................19 - - --- - ------ --- - - - Gni %////// �����aU , //�;i EM/1-1, .......... .. _. .... _---------- _ _ __....... - _ M' ` A U�i I 3 LO I W 0- Z_ —� J W U = W W U) PLANT 5CH EDU LE TRACT #6874, PHASE 2 TREES SHRUBS 0 3 0 BOTANICAL NAME COMMON NAME CONT CAL CALOCEDRUS DECURRENS INCENSE CEDAR 24"BOX LAURUS NOBI LIS 'SARATOGA' SWEET BAY 24"BOX OLEA EUROPAEA'SWAN HILL' TM SWAN HILL OLIVE 36"BOX PISTACIA CHINENSIS 'KEITH DAVEY' KEITH DAVEY CHINESE PISTACHE 24"BOX BOTANICAL NAME COMMON NAME CONT WUCOLS DIETES BICOLOR FORTNIGHT LILY 1 GAL LOW LIGUSTRUM JAPONICUM JAPANESE PRIVET 5 GAL PITTOSPORUM TOBIRA'WHEELERS DWARF' WHEELER'S DWARF MOCK ORANGE 5 GAL RHAPHIOLEPIS X DELACOURII 'MAJESTIC BEAUTY' TM MAJESTIC BEAUTY INDIAN HAWTHORNE 5 GAL ROSA FLORIBUNDA 'ICEBERG' ICEBERG ROSE 5 GAL MODERATE ROSMARINUS OFFICINALIS 'PROSTRATUS' DWARF ROSEMARY 1 GAL LOW WUCOLS QTY REMARKS MODERATE 15 18 4 MODERATE 31 QTY REMARKS 373 230 443 298 39 52 REFER TO SHEET IPD-3 FOR PLANTING DETAILS & NOTES REFER TO SHEET LS -2 FOR PLANTING SPECIFICATIONS 2 O Z 111=20'-O" 20' 0' 10' 20' 40' z 29 co } U) Z W 2 Ord- U N Udo 9 (CO W J O .0 vi cn c' U o 00LL. W 1L ? J IL W � I— Z i ❑ rn U oma N 0 �/ S = = W 0-) Q Y �S Q J U 0 ~(° (D W (D ��//�� VJ m I— W// � LL VJ/�I—/� } m U Q D w U '- Z C U U J U z 0 W fY DRAWING TITLE: PHASE 2 PLANTING PLAN f <: Know what's below. Call before you dig. 0!/ SC A, 4' * 10/19/201 Dae %9 APRIL , 2017 �\ op C0 DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LP -4 SHEET120F 18 TRACT #6874- P155- LIVID = MEN= mom= mom= mom= momm mumm MEOW mom= MEN= mom= taumm &no= on= ME= mm mmm mmm mom 12 13 14 15 16 .T. _... _V____..__ ..............._.._.___. ----- ....._. I - __ _... 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KEY MAP- N.T.S. LANDSCAPE ANALYSIS: P1135 TRACT 6873, BAKERSFIELD, CA PHASE 2 SQUARE FOOTAGE FROM BACK OF CURB TO WALL: 33,795 +/- SF WUCOLS PHASE 2 SQUARE FOOTAGE FROM BACK OF WALK TO BACK OF WALL: 19,104_±L- SF MODERATE MODERATE TREE ANALYSIS: P1135, BAKERSFIELD, CA PHASE 2 PERCENT OF EVERGREEN TREES: 53% a r U) Z 10/19/2015 Dm APRIL 30, 2017 9 Exp Datz W W S 0�� U LO W rri c� o W z�U U a Uj LL U - ) b 0 J IT p�w Q a Q ~ U Q ~'0 (7 O J r - co as<Q r r r W LLJ r Q_ WN m m m m U) r d m 10/19/2015 Dm APRIL 30, 2017 9 Exp Datz Op C NVX S U Lli 0 as<Q r r r rr r WN m m m m o z V U U U Ci z l7 W W DRAWING TITLE: PHASE 2 PLANTING PLAN ,ODS P d 10/19/2015 Dm APRIL 30, 2017 9 Exp Datz Op C NVX !.s -4.-;e74 Pp1�21 DATE: 10-19-2015 SCALE: 1:20 DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LP -5 1 SHEET130F 18 TRACT #6874- PB5- LMD VALVE e TEE N qO0 ELL ",t) ANCHOR, CONCRETE THRII5T BL X 4'�_ 7\ O 22 1/2' ELL OFGROSS FLU C-7 777t 77 NOTE -St I. ALL MAINLINE -5 INSTALLED SHALL BE TESTED AS PER 45' TEE AND SHALL. BE A PART OF THE INSTALLATION SPECIFICATIONS. 450 TBE ELEVATION 2. ALL TREWCHN6 DEPTHS SHALL BE PER CV STANDARD SHEET L-2, DETAIL 5 0, E, AND F. 5. PORTLAND GEMENT CONCRETE USED FOR T+FJ)5T BLOCKS SWiALL BE CLASS, 'S' AS FIRAPPLICABLE PROVISIONS OF SECTION qO Or THE STANDARD SPECIFICATIONS OF THE CALIFORNIA DEPARTMENT OFTRANSFORT.ATION, APPROVED aIiIj EDITION 4. Tl�UST BLOCKS SHALL BE USED AT CHANGES OF DIRECTION ?EO05, TEES); CHANSE5 OF VELOCITY (REVWER5: VALVES), AND PIPE DEAD ENDS. 55, WEN -1 TH;WST BLOCKS ARE LGED, THE 517F AND 45* ELL REDUCER TYPE OFF THE BLOCKING M15T BE BASED ON TWE MAXIMI)M TH4167 FORCE EXPECTED W AND TI -E LOAD - BEARING CAPACITY OF THE SOL. 6. ALL CONCRETE THRUST VLOCK5 SHALL BE IN ACOMI ATH THE LATEST APPROVED EDITION OF TWE UNIFORM FLOWN& COVE, 77 -77777777` CITY OF BAKERSFIELD REVISIONS DETAILS FOR THRUST BLOCKS STANDARD PLAN NO. SYIT..-a.01=----- 14 RUE XXX.KX 00- D N.T.S. TRUST BLOCKS Drawing: CALIserMike McDonnell\appdata\local\temp\AcPublish-3740\LDI-PB5-TRACT 6874 STANDARD DETAILS.dwg Layout: IPD-1 Oct 19, 2015, 11:01 am 15' MIN. ABOVE (0.45M) -yl.`.�,.Z!'I4�l X`,-:S,�-T',-`. CONCRETE THRUST BLOCK PER U.P.G. .............. ATE 15A.41ZED PIPINIS FITTIN-eo- GAL THRO1J5H0JT) OREDUCED PRESSURE BACKFLOW A55EMBLY (Creator than 2.0" (50mrn) Dia.) WATER ?ROT: EGTON UNIT \--,r._.-.--.._. M! . N )-A FINISHED C -RADE — REQUIRED ON ALL A55EMBLIE5 MIN CONCIRETE SLAB PLAN SFIT .-A.- OF LL I IPPROVIET) RCE NXXXX DATE STANDAR-T) PLAN NO. L-4 C L-4 POTABLE WATER PROTECTION A�7. N.T.S. NOTE: VIT STRONG BOX SBBC45SS STAINLESS STEEL BACKFLOW ENCLOSURE, IF BIGGER THAN 2.5" NEED LARGER SIZE. 5M NOTE % 1.01 (0.9w FOR NOTES: NOTES: LB$ENV5 FOR 5PF41FIC MODEL N)MEIM, SIZEWANTI MWA4TI11RM, AND PERFORMANCE REWIREMENTS, 5TANL-P5r-- STEEL 1. EXCEPT' AS NOTED, ALL PIP[" AND FITTINSEI, SHALL BE (PJB ONLY) GALVANIZED XES6 APPROVED BY THE 151 KIN. I S. ALL TRANSITIONS I" 6ALVANIZED PIPE TO PVC FIVE SHALL RECREATION AM PARK5 DIRECTOR TO DIA. --RA55 FITTINGS NIPPLES, -11 2. USE TEFLON PIPE TAPE ON ALL THREADED JOINT5 OR NJ... SEI L L IONS, M APPROVED EQUAL BY THE PWREA11ON AM PARKS DIRECTOR NOT rLANCE5, Cy 6. A6.0° (W5W THICK REINF-ORCIED CONCRETE SLAB 15 6RAEDE FEMALE UN -IONS ADAFrOW/7 REWIRED FOR ALL WATER PROTECTION DEVICES, MINIM APPROVED BWAL BY THE RECREATION AND PARKS DIRECTOR. HILL USE BALL CLEARANCE SHALL BE 15'(645m)ON ALL SIDES OF TIE THE STANDARD SPECIFICATIONS, AND AS, DIRECTED BY THE CDWROLLER 9)5455EMBL?' CHECK VALYM AND DRAIN VALVES, %*U BE IN SiTALLED AT LOCATIONS, LATERAL LINE.. 5. ALL MATERIALS SHALL BE NEK AND FREE FROM IMPERFECTIONS VALVES APPROVED BY THE RECREATION AND PARKS, DIRECTOR PRIOR TO 5V551XRV5HRL15 SPRAY HEAD -T:!-0, UT 5. ALL POP IF WADS SHALL BE 2.0' 005fr) FROM CONCRETE DIRECTOR SEE CITY STANDARD J, %EE -I L-4 BRA56 FI TINGE (65w, ABOVE FS. FOR — FIN61W 4. SEE APPROVED LAN7:YAPEARR16ATION PLANE, AND / NIPI I (MM." FOR Fa -L CiRLm. SFIT .-A.- OF LL I IPPROVIET) RCE NXXXX DATE STANDAR-T) PLAN NO. L-4 C L-4 POTABLE WATER PROTECTION A�7. N.T.S. NOTE: VIT STRONG BOX SBBC45SS STAINLESS STEEL BACKFLOW ENCLOSURE, IF BIGGER THAN 2.5" NEED LARGER SIZE. 5M NOTE % 1.01 (0.9w FOR NOTES: ABOVE I`I6HE5NIN15HED SPRINKLER hf,60f GRADE LB$ENV5 FOR 5PF41FIC MODEL N)MEIM, SIZEWANTI MWA4TI11RM, AND PERFORMANCE REWIREMENTS, 5TANL-P5r-- STEEL 3D"05.nn) (PJB ONLY) 1.51 MIN. 151 KIN. I S. ALL TRANSITIONS I" 6ALVANIZED PIPE TO PVC FIVE SHALL HIA SLAB BE CONSTRUCTED MT14 SC+EPLU 40 FEMALE ADAPTER OR OR APPROVED E --QUAL M APPROVED EQUAL BY THE PWREA11ON AM PARKS DIRECTOR AUTOMATIC Cy 6. A6.0° (W5W THICK REINF-ORCIED CONCRETE SLAB 15 6RAEDE FEMALE UN -IONS ADAFrOW/7 REWIRED FOR ALL WATER PROTECTION DEVICES, MINIM y "SELL (ST) OR CLEARANCE SHALL BE 15'(645m)ON ALL SIDES OF TIE THE STANDARD SPECIFICATIONS, AND AS, DIRECTED BY THE CDWROLLER 9)5455EMBL?' CHECK VALYM AND DRAIN VALVES, %*U BE IN SiTALLED AT LOCATIONS, LATERAL LINE.. AS PRESCRIBED BY T€E SPECIFIED CONDITIONS AND 5HALL BE VEVIGE AV A$ DIRECTED BY THE RECREATION AND PAW APPROVED BY THE RECREATION AND PARKS, DIRECTOR PRIOR TO 5V551XRV5HRL15 SPRAY HEAD PLACEMENT AND USE. UT 5. ALL POP IF WADS SHALL BE 2.0' 005fr) FROM CONCRETE DIRECTOR SEE CITY STANDARD J, %EE -I L-4 AND ASPHALT AREAS, ALL LAI RADILIS, IRRIGATION HEADS (PART (65w, ABOVE FS. FOR — FIN61W CIRCLE) SHALL BE 4.O'(IOOM-M) FROM CONCRETEAND ASPHALT PART CIRCLE AW 4.0' ORAVE AREAS. HEIGHT OF POP LIP HEADS 5fiALL BE AS FOLLOWS: (MM." FOR Fa -L CiRLm. 6A" (0.15W FOR LAI,* AREAS Y/ 1.0 1 (03m) FOR 9q;111% 1 IO' (03rtJ FOR OROTUND COVER6 NIPPLE !` 1. ALL IRRIGATION INSTALLATION SHALL BE IN ACCORDANCE WITH 5. LANDSCAPE AND IRRIGATION IMPROVEMENTS WITHIN THE WALL, LOCATE WADS MIN. 4'000frm) FROM FACE OF BUILD110 WALL TO TRIPLE SHRO JOIN' DEDICATED STREET R6HTJF-KAY MAY REWRE AN OPEN BACK OF IRRI&ATION HEAD. CITY STANDARDS, THE!- LATEST #4aFW EDITION OF THE -ALVANI IA' 3S4) FINISHED OPA-X 1, TRIPPLE 5HINO JOINT SHALL BE "WRIP SA SERIES OR APPROVED EOJAL LNIFORM PLIA-SIVS CODE, MARFACTI.IRER5 REX"-OVATION, BY THE RECREATION AND PARKA- DIRECTOR, SPLiCE5 WILL NOT ATERIAL LNE ANY AND ALL CKWEE, FROM TH15 STANDARD DETAIL SHEET SHALL 91 13E SCHEDULE 40 FVC. BY APPROVED BY THE RECREATION A -V PARKS DIRECTOR 5ECTM 20 OF THE 5TAIVARD 5FMIFICATIOI AND AS, 'M WATER (:E) ETEP BACKFLOW ASSEMBLY TO VALVE5 DIRECTED BY THE RECREATION AND PARKS EARMTOR. IRRIGATION CONTROL VALVE BOX WITH VALVE ip TA6, THE TOP OF (2.0" (50MM) and less) 5. ANY NO ALL CHANGES %A11 BE APPROVED 5' THE CONTROL VALVES (CENTERLINE TO CWERLINE) Ha MORE T4AN ALL IRR16ATION LATERAL LINES SHALL BE CL 200 M, RECREATION AND PARKS DIRECTOR BEFORE 11,1FLeMATION, Fri CITY OF BAKERSFIELD REVISIONS IRRICATION LINES OR MOV116 BOX. FINISHED CRAVE IN 71JRF ARE -A5 DETAILS FOR POTABLE DIMTOR, PLASTIC , ROUND VALVE BOX WITH BOLT DOWN PIPE WATER PROTECTION COVER, J—X STAINLESS BOLT WT AND WASTER. HEAT BRAND '0.( VONTO :10. Cly STANDARDS, THE LATEST APPROVED EDIT104 OF THE --A1IFORM SFIT .-A.- OF LL I IPPROVIET) RCE NXXXX DATE STANDAR-T) PLAN NO. L-4 C L-4 POTABLE WATER PROTECTION A�7. N.T.S. NOTE: VIT STRONG BOX SBBC45SS STAINLESS STEEL BACKFLOW ENCLOSURE, IF BIGGER THAN 2.5" NEED LARGER SIZE. 5M NOTE % 1.01 (0.9w FOR NOTES: SPRAY WADS TO CONTQOi - 5TANL-P5r-- STEEL 3D"05.nn) 1, USE TEFLON PIPE ON ALL TREADED JOINTS, (,ON,TROLL:'.R E-N`(,L05JRE FOR 5.155LERS 2. ALL RI5E;Z5 AND NIPPLES SHALL BE 5CH. 50 PVC. ALL F11711,165 HIA (57RONO BOX BY VIT PRODUCT5) WIREBALL OR APPROVED E --QUAL M SHALL BE SICK 40 PVC.. AUTOMATIC £A° ;150rrcni 5. ALL LATERALS SHALL BE CLASS, 200 PVC, OR A6 RMIREV ON PLANS. 6RAEDE FLEX NIPPLE (-r) 4. HiEN IRRIGATION HEADS MM INSTALLED WITHIN EMBANKMENTS, FMIREV TO RECEIVE THE PED5'AL MOUNTED IRRIGATION CONTROL "SELL (ST) OR A DRAIN VALVE OR CHECK VALVE 15 REWIRED TO PREVENT EROSION. THE STANDARD SPECIFICATIONS, AND AS, DIRECTED BY THE CDWROLLER 9)5455EMBL?' CHECK VALYM AND DRAIN VALVES, %*U BE IN SiTALLED AT LOCATIONS, LATERAL LINE.. AS PRESCRIBED BY T€E SPECIFIED CONDITIONS AND 5HALL BE (1.5A) INCLUV-r5 OF] 8 APPROVED BY THE RECREATION AND PARKS, DIRECTOR PRIOR TO 5V551XRV5HRL15 SPRAY HEAD PLACEMENT AND USE. UT 5. ALL POP IF WADS SHALL BE 2.0' 005fr) FROM CONCRETE INSTALL TOP Or WAD 0.25' AND ASPHALT AREAS, ALL LAI RADILIS, IRRIGATION HEADS (PART (65w, ABOVE FS. FOR — FIN61W CIRCLE) SHALL BE 4.O'(IOOM-M) FROM CONCRETEAND ASPHALT PART CIRCLE AW 4.0' ORAVE AREAS. HEIGHT OF POP LIP HEADS 5fiALL BE AS FOLLOWS: (MM." FOR Fa -L CiRLm. 6A" (0.15W FOR LAI,* AREAS Y/ 1.0 1 (03m) FOR 9q;111% 1 IO' (03rtJ FOR OROTUND COVER6 NIPPLE !` 6. 14M PART CIRCLE IRRIGATION HEADS, ARE ADJACENT TO A BUILDINS, 5. LANDSCAPE AND IRRIGATION IMPROVEMENTS WITHIN THE WALL, LOCATE WADS MIN. 4'000frm) FROM FACE OF BUILD110 WALL TO TRIPLE SHRO JOIN' DEDICATED STREET R6HTJF-KAY MAY REWRE AN OPEN BACK OF IRRI&ATION HEAD. !RR:6A-10N MAINLINE AT THE 5 O'CLOCK POSITION. STREET PERMIT, CHECK WITH CITY ENNNEERIN6 DEPARTMENT IA' 3S4) FINISHED OPA-X 1, TRIPPLE 5HINO JOINT SHALL BE "WRIP SA SERIES OR APPROVED EOJAL BY THE RECREATION AND PARKA- DIRECTOR, SPLiCE5 WILL NOT ATERIAL LNE ANY AND ALL CKWEE, FROM TH15 STANDARD DETAIL SHEET SHALL 91 13E SCHEDULE 40 FVC. BY APPROVED BY THE RECREATION A -V PARKS DIRECTOR 0'-, d LMU q. SEE APPROVED I-AfMAPEARRIOATION PLANS, AND LBO-VIVE, L699C F�t-A21QE:, H9612t M un FOR SPECIFIC MODEL WIIIBERS, SIZE, QUANTITY, MARFACVR'5, IRRIGATION CONTROL VALVE BOX WITH VALVE ip TA6, THE TOP OF STANDARD ST -12 OR A5 DIRECTED BY I'HE CITY ENVNEER. ANDPERFORMANCEREQUIREMENTS. CONTROL VALVES (CENTERLINE TO CWERLINE) Ha MORE T4AN ALL IRR16ATION LATERAL LINES SHALL BE CL 200 M, LN Fri IF A LATERAL LINE 15 LOCATED UNDER A HARD SURFACE, ARE DEEMED ACCEPTABLE. ANY DEVIATION FOR THE ACCEPTED BOXES IRRICATION LINES OR MOV116 BOX. FINISHED CRAVE IN 71JRF ARE -A5 SWING DIMTOR, PLASTIC , ROUND VALVE BOX WITH BOLT DOWN PIPE q. ALL IRRIGATION INSTALLATIONS SHALL BE IN ACCORDANCE WITH COVER, J—X STAINLESS BOLT WT AND WASTER. HEAT BRAND '0.( VONTO :10. Cly STANDARDS, THE LATEST APPROVED EDIT104 OF THE --A1IFORM LINES) 514ALL BE 6BUIRED WITH CONCRETE 7-FjJ5T BLOCKS, IN TEE T) 20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE ACCORDANCE WITH MRAfFAOV;MS RECOMMENDATION AND RECREATION AND PARKS DIRECTOR. L) . . . . . . AS DIRECTED BY THE RECREATION AND PARK5 DIRECTOR. GQUICKCCOUPLER<KEY WITH MALE 515 CONNECTION AS 5HOM, KEY MW CLEAR VALVE BOX SEE CITY STANDARD SHEET L-5 FOR THRUST BLOCK DETAIL. 4. INSTALLATION OF EXTRA IRRIGATIONCONTROL HIRE FROM BARBED ELL 11, ALL IRRIGATION MAINLINES 2.0"(50m) IN DIAMETER AND .......... FINISHED 6RAVE IN 5HRIS AREAS . ..... 41 MIN. SWING PIPE if If THAN 2.0' (50mmE) IN DIAME7ER5HALL BE nTE PVC 5CEMLE 40 OR QUICK COUPLER VALVE 6RAPE APPROVED EQUAL BY THE RECREATION AND PARK5 DRECTOR. -----• ------------------------ 5TANL E55 STEEL CLAMP -11 BRICK WPPORT5 SICK SO PVC ---- ........ r/T) 10. MY AND ALL OKAWCTheaBE APPROVED BY T�RECREATIONFIN&W, 5RAVE 10 1 (Ozfpj ---10 - 01- - ----------------- TRIPLE SWINGJoNIT AV PARKS DIRECTOR PRIOR TO IMPLEMENTAWN. Il. ALLIRRI67ATION INSTALLATION SHALL BE INACCORVA?4GE WITH I FOR LAR5E TRIPLE SHNG, JOINT CITY STANDARDS, THE LATEST APPROVED EDITION' a- THE LHIFORMT) nl.Zr HrA_'M MAINLINE 04 x 36" REBAR STAKES, MLIkOIW CODE, MAWFACIPER-5 RECOMMENDATIONS, SECTION C/) ST -i?, 5 IX-- CA -T RLANS, SMLS. :2 REWIRED LATERAL ;.;NE --- - ----- - --- ;' ` FOR SURFACE TIRTADVa OR DIRECTED e- The RECREATION AND PARKS DIRECTOR, `-------------------------------------------------------.. LANDSCAPE FABRIC .45 A40 PARKS 1:2. ALL MATERIAL USED SHALL BE 161 AND FREE FROM IMPERFECTIONS.L 3/4" ROOK, I CUBIC FT. EQE UP SMAY &62 15.5M APPROVED LANDSCAPE AND IRRIGATION PLANS *0 LEOEND5 (50ttom Mounted) i. -A -a JW.I(5AT ON Comm FOR 5PEeIrIC, MODEL NINBER, 51ZE, GUANTITY, MANLFA( TURER, CITY OF151 A Th".' -E IR'S F IELD REVISIONS AND PERFORMANCE REWIREMEEN75� LANDSCAPE AND IRRIGATION DETAILS FOR 14. NO OTHER CONDUIT OR PIPING MAY BE ALLOWED NEAR 11f MAIN LINE VARIOUS IRRIGATION HEADS AT THE I O'CLOCK :.CGA t: HIRE PMUIOK 3 01( PCS TIOK OVED SMT..._K....OF ATTR 0- G N.T.S. RCF. XXXXX' RRIGATION HEADS DATE STANDARD PLAN NO. L-8 UL7 r-'\ ELECTRICAL CONDO NOTES: P GRADE r� ... I64:--O`--KAY ONLY i' (0.45m) BEHIND 16H'T-Or:-NAY LINE 1. H-ENCRO55IN6 UNDER ROADHA(5 OR ANY O-FHER HARD 90 --ACE, ALL ELECTRICAL WIRING AND WATER LINES 5041 BE INSTALLED 25' (03* DEEP, IN A 5C+FJULE 40 PVC SLEEVE. SLEEVE SHALL BE 2 TIMES VIA*-rER OF CONDUIT / PRNC7. ALL ELECTRIOAL CONDUIT SHALL HAVE I' MIN, VIA. FOR 110 VOLTS AND THIN. VIA. FOR LOW VOLTAGE. 2.5LEEVE SHALL EXTEND 10(03%) BEYOND HADR-%APT! ON ALL DV5 3. IWROVEME�I WITHIN TWE DEDICATED STREET R16HT-OF44AY MAY REWIRE AN OPEN STREET PERMIT. CHECK AfTH CITY EWINEERI* DEPARTMENT FOR REOUIRM115176, 4, WHERE OPEN STREET VA5 ARE REQUIRED TO INSTALL VARIOUS IRR16ATION LINES ANP/OR HIRES, ALL STREET FAT(A`IN6 WITHIN THE' CITY R16HT-OF-KAY 94AU BE IN ACCORDANCE WITH CITY STANDARD ST -12 OR AS DIRECTED BY THE CITY ENNNEER. 5. ANY AND ALL CHANC-CS, 5HALL BEE APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR TO IMPLEMENTAAnOK 6. ALL ELECTRICAL INSTALLATION SHALL BE IN ACCORDX*,E WITH CITY STANDARDS, MANLIFACTI,)RERIS RECOMMENDATIONS, 5BOTION 20 OF 711E STANDARD 5PECIFICAr-ON5, AND AS, DIFS-,-Er BY THE RECREATION AND PARKS, DIRECTOR. 1. ALL MATERIAL USED SHALL BE NEW AND FREE FROM IMPERFMT1101IG. b. ALL ELECTRICAL INSTALLATION'S WITHIN PARKS, OR PARKWAYS SHALL EE INSPECTED BY RIBLIC hORK5 ELETRICAL WPMVWK 41. NO OTHER 60II"IT OR FIFIN6 MAY BE ALLOIAM WITHIN ELECTRICAL OR CONTROL LINE TRENCH. 401-10.1m.).—I FINISHED CR -ADE ROADWAY/ HARDSICAPE>;, 6 8 SLEEVES BACKFILL SLEEVE 0010JIT, PIF:N& SECTION CITY OF BAKERSFIELD DETAILS FOR ELECTRICAL CONDUIT TRENCIIING, SLEEVING, AND BACKFILL SI -IT .__3 OF -- APPROVED RCE XXyxN DATE B ELE N.T. REVISIONS I STANDART PLAN NO. L-3 CTRICAL/ SLEEVING/BACKFILL TOP MOUNT -OT BURIAL 0 G , NTRQL AiRr-5 ffffVIE SEE NOTE #5 ON EXPANSION LOOP (SEE TO CONTQOi - 5TANL-P5r-- STEEL VALVES. 120 -VOLT 5ERVICE, (,ON,TROLL:'.R E-N`(,L05JRE I FRONT AEN 51ZE A5 R:EGUIRZEP• MODEL 55-2255 , AUTOMATIC (57RONO BOX BY VIT PRODUCT5) WIREBALL OR APPROVED E --QUAL (0.16n) PEEP, IN A SCHEDULE 40 PVC SLEEVE, SLEEVE 5RAI1- BE 2 CONTROLLER AUTOMATIC ... ...... ... TOP MOUNT o ONTROLLER. CITY 5TANDARD5, THE LATEST EDITION OF THE CALIFORNIA PLMIN,5 FMIREV TO RECEIVE THE PED5'AL MOUNTED IRRIGATION CONTROL 5A:: N LE ry 5—E L CLOCK. COMPACT 05'(150w) BASE To qO% RELATIVE THE STANDARD SPECIFICATIONS, AND AS, DIRECTED BY THE CDWROLLER 9)5455EMBL?' CONTROLLER-- 6. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS. (1.5A) INCLUV-r5 OF] 8 ENICI-05URE ENTIRELY OF 304 6RAVE STAINLESS, STEEL AND LE615105 FOR SPECIFIC MODEL W45ER5, SIZE, TERMINAL 57RIn WITH MAN-ITIM, MANPACn1RER5 AIVI PERFORMANCE 4. POURED CONCRETE BASE - 6" MIN. THICKNESS, EXTEND CONCRETE 6' FT4VIREICN-15. BEYOND OUTSIDE DIMENSIONS OF EVILORAC- WITH fr-% SLOPE 6, ANY NO ALL CHANSEE, FROM TH15 STANDARD SHALL BE FOR 12RAINAOE, APPROVED BY THE RECREATION AND PARKS, DIRECTOR PRIOR 3. IF MORE THAN ONE LINE 15 INSTALLED PER TRENCH, PROVIDE (0,15m) 05'(0.15m) HORIZONTAL AND VERTICAL SEPARATION. 11 MIN. LINE 05 FIN6H--\ I -W- 5. LANDSCAPE AND IRRIGATION IMPROVEMENTS WITHIN THE ORIA.7� DEDICATED STREET R6HTJF-KAY MAY REWRE AN OPEN !RR:6A-10N MAINLINE AT THE 5 O'CLOCK POSITION. STREET PERMIT, CHECK WITH CITY ENNNEERIN6 DEPARTMENT IA' 3S4) FINISHED OPA-X I -PRE -OT BURIAL 0 G , NTRQL AiRr-5 ffffVIE SEE NOTE #5 ON EXPANSION LOOP (SEE TO CONTQOi - LINE VALVES. 120 -VOLT 5ERVICE, IN CONDUIT. ONO 5VEr--i0 ELL - LONG -r, I FRONT AEN 51ZE A5 R:EGUIRZEP• MODEL 55-2255 EXTRA TA CONTROL (57RONO BOX BY VIT PRODUCT5) WIREBALL OR APPROVED E --QUAL (0.16n) PEEP, IN A SCHEDULE 40 PVC SLEEVE, SLEEVE 5RAI1- BE 2 IRRIGATION CONTROLLER ENCLOSURE NOTES: TIMES, DIAMETER OF CONDUIT / PIPINS, ALL ELECTRICAL SONDIJIT I. USE 56HEMLEE 80 PVC, CONDUIT WITH AN ENCLOSED 5. ALL IRRIGATION INSTALLATION SHALL BE IN ACCORDANCE WITH 2, (O*lr4/,T 05'(150m) THICK, CLA56"B" CONCRETE SLAB AS CITY 5TANDARD5, THE LATEST EDITION OF THE CALIFORNIA PLMIN,5 FMIREV TO RECEIVE THE PED5'AL MOUNTED IRRIGATION CONTROL COVE, AND MAWA( TURERS RE001-ItIENIVATION, SECTION 20 OF CLOCK. COMPACT 05'(150w) BASE To qO% RELATIVE THE STANDARD SPECIFICATIONS, AND AS, DIRECTED BY THE DENSITY PRIOR TO PLACEMENT OF CONCRETE SLAB. RECREATION AND PARKS DIRECTOR. 6. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS. 3. ALL IRRIG-AT10H CONTROLLER ENCLO%RE5 SHALL BE TOP MOUNT, OF A VANDAL M:O WEATHER RESISTANT NATURE, MAR)FAr.TUREv 1. SEE APPROVED LANP%AFE / IRR16ATION PLANS, ENTIRELY OF 304 6RAVE STAINLESS, STEEL AND LE615105 FOR SPECIFIC MODEL W45ER5, SIZE, ARZ5 NE -AR -A MAN - V< 5,WLEVAM TVIED AT MAN-ITIM, MANPACn1RER5 AIVI PERFORMANCE 4. POURED CONCRETE BASE - 6" MIN. THICKNESS, EXTEND CONCRETE 6' FT4VIREICN-15. BEYOND OUTSIDE DIMENSIONS OF EVILORAC- WITH fr-% SLOPE 6, ANY NO ALL CHANSEE, FROM TH15 STANDARD SHALL BE FOR 12RAINAOE, APPROVED BY THE RECREATION AND PARKS, DIRECTOR PRIOR 3. IF MORE THAN ONE LINE 15 INSTALLED PER TRENCH, PROVIDE To ANY TYPE OF CONSTRUCTION. CITY OF BAKERSFIELD DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE si-rr 7 OF ---1-4 1 APPROS-ED WE XXXII;x REVISIONS I STANDARD PLAN NO. L-7 L-7 CONTROLLER ENCLOSURE. N.T.S. PIPING �A �NDTRENCHING IIIIIIII A L- 2 /"% I N.T.S. OP OF 25, (0:t6m), TVALVE BOX , THE �SST) MAIN SEE NOTE #5 ON EXPANSION LOOP (SEE NOTES; LINE THIS SHEET FOR ALL NIRE5. FINIS ED GRADE I. WEN CROSSINS MM ROADHAY5 OR ANY OTHER HARD SURFACE,: EXTRA TA CONTROL ALL ELErTFJCAL WIRING AND KATER LINES SHALL BE IN 25' WIREBALL (0.16n) PEEP, IN A SCHEDULE 40 PVC SLEEVE, SLEEVE 5RAI1- BE 2 LLI WIRE TIMES, DIAMETER OF CONDUIT / PIPINS, ALL ELECTRICAL SONDIJIT FEMALE APAPTE 51 HAVE I' MIK DIA. FOR TIO VOLT5 AND 2' MIN, VIA, FOR LOW PAST NIPPLE VOLTAGE. SEE CITY STANDARDS, SHEET L-5, DETAIL R LL1 ADD THREADED UNION--5�`,' PLACE MMICOM. All 2, WHERE THE RAINBIRD •V-AXICAOM IRR:6ATION 5Y5TEM 15A. I�AR THE w< PLACE IR41v..ION,AhTROL 5PEOIFIEP, THE MAXICOM CABLE HbT NOT COME N --*TO (ONTAC' AT Th 01, -E 1971L�� i ARZ5 NE -AR -A MAN - V< 5,WLEVAM TVIED AT WITH THE POkIER SUPPLY OR VALVE WIRING. LOCATETHEMAXI- >` 10, (1 0M) COM CABLE WAR THE MAIN LINE AT A q 0'( LO( X POSITION. NIPPLE ;'� A7E HIRE5 A-- T�E 3. IF MORE THAN ONE LINE 15 INSTALLED PER TRENCH, PROVIDE 5 0r-OCK P05 TION. 05'(0.15m) HORIZONTAL AND VERTICAL SEPARATION. 11. 4. ALL PVC, SOLVENT (I 54ALL BE #-Tit (PRIMER6MAIN LINE 05 REHIRED ON MAIN LINE ONLY). 5. LANDSCAPE AND IRRIGATION IMPROVEMENTS WITHIN THE 5, ALL !RRI6ATIO-4 CONTROL HIRE55 (CONTROL A?V COMMON) WILL BE 1:4 ISAL6E U1, 5INt5LE STRAND COPPER WIRE, TAPED AND DEDICATED STREET R6HTJF-KAY MAY REWRE AN OPEN !RR:6A-10N MAINLINE AT THE 5 O'CLOCK POSITION. STREET PERMIT, CHECK WITH CITY ENNNEERIN6 DEPARTMENT IA' 3S4) FINISHED OPA-X FOR REWIREMENTS. BY THE RECREATION AND PARKA- DIRECTOR, SPLiCE5 WILL NOT b. INHERE OPEN 57REET Ctrf`5 ARE REQUIRED TO INSTALL VARIOJS BE ALLOWED MLE56 APPROVED BY 'If RECREh,'NON AND 91 13E SCHEDULE 40 FVC. IRRI&ATION LINES, AIV/OR HIRES, ALL STREET PATCHIN6 WITHIN 0'-, d LMU USE OF A SPLICE BOX. THE CITY RIGHT-OF-WAY SHALL BE IN AOOORDANCE WITH CITY IRRIGATION CONTROL VALVE BOX WITH VALVE ip TA6, THE TOP OF STANDARD ST -12 OR A5 DIRECTED BY I'HE CITY ENVNEER. A al, I FOR LA,%EO CONTROL VALVES (CENTERLINE TO CWERLINE) Ha MORE T4AN ALL IRR16ATION LATERAL LINES SHALL BE CL 200 M, LN Fri IF A LATERAL LINE 15 LOCATED UNDER A HARD SURFACE, ARE DEEMED ACCEPTABLE. ANY DEVIATION FOR THE ACCEPTED BOXES IRRICATION LINES OR MOV116 BOX. 504DLU 40 PVC, 15 REQUIRED. FOR SKAL1, DIMTOR, 6. HO THERE! 15 A CHANGE IN FITTED DIRECTION, ALL IRRIGATION 1IRRI, q. ALL IRRIGATION INSTALLATIONS SHALL BE IN ACCORDANCE WITH MAIN LINES LARGER THAN 2,0' (50mm) IN DIAMETER MR -55 RE Cly STANDARDS, THE LATEST APPROVED EDIT104 OF THE --A1IFORM LINES) 514ALL BE 6BUIRED WITH CONCRETE 7-FjJ5T BLOCKS, IN OU10K COUPLER: NIPS F`� SERIES 10" ROUNC� 20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE ACCORDANCE WITH MRAfFAOV;MS RECOMMENDATION AND RECREATION AND PARKS DIRECTOR. HIRE FULL BOX: Kr --5 PRO 5ERIE5 13"X20- XMW AS DIRECTED BY THE RECREATION AND PARK5 DIRECTOR. FM-r,TAN6ULAR VALVE SOX NIT H BO -IT DOWN! DOVER. SEE CITY STANDARD SHEET L-5 FOR THRUST BLOCK DETAIL. 4. INSTALLATION OF EXTRA IRRIGATIONCONTROL HIRE FROM 11• ANY AND ALL CHANGES 5HALL BE APFROVW 3Y THE RECREATION 11, ALL IRRIGATION MAINLINES 2.0"(50m) IN DIAMETER AND LATERAL LINE LE% SHALL BE SOHEiYJLE 40 PVC. IRR!6ATION MANILINE5 eREATER HIRE SHALL BE A DIFFERENT COLOR THAN THE ONE USEPTO THAN 2.0' (50mmE) IN DIAME7ER5HALL BE nTE PVC 5CEMLE 40 OR OPERATE VALVES. TONE COLOR FOR ALL VALVE HIRE5 4 ONE COLOR FOR SPECIFIC MOM WIBERS,51ZE, WANTITY, VAHfFACTIP;?T?R5 APPROVED EQUAL BY THE RECREATION AND PARK5 DRECTOR. AND PERFORMANCE REOUIRDIENT5. 10. MY AND ALL OKAWCTheaBE APPROVED BY T�RECREATIONFIN&W, 5RAVE 10 1 (Ozfpj ---10 - DETAILS FOR REMOTE CONTROL VALVES AV PARKS DIRECTOR PRIOR TO IMPLEMENTAWN. Il. ALLIRRI67ATION INSTALLATION SHALL BE INACCORVA?4GE WITH I FOR LAR5E DAC<171! L AND 6OMPACT CITY STANDARDS, THE LATEST APPROVED EDITION' a- THE LHIFORMT) nl.Zr HrA_'M AaORIPINS, CITY STAVARD MLIkOIW CODE, MAWFACIPER-5 RECOMMENDATIONS, SECTION C/) ST -i?, 5 IX-- CA -T RLANS, SMLS. 20 OF THE STANDARD SPECIFICATIONS, AND A5 DIRECTED BY THE <r- . ;' ` FOR SURFACE TIRTADVa OR DIRECTED e- The RECREATION AND PARKS DIRECTOR, 711RFHEAD 5 .45 A40 PARKS 1:2. ALL MATERIAL USED SHALL BE 161 AND FREE FROM IMPERFECTIONS.L BLVIRECREATION :y DIRECTOR 15.5M APPROVED LANDSCAPE AND IRRIGATION PLANS *0 LEOEND5 :-Alr-RA- LINE i. -A -a JW.I(5AT ON Comm FOR 5PEeIrIC, MODEL NINBER, 51ZE, GUANTITY, MANLFA( TURER, WIRES NEAR T+ MAIN AND PERFORMANCE REWIREMEEN75� PI.AO-P MIANC014 'HIRE -5 44: NVILM AND TAPED AT 14. NO OTHER CONDUIT OR PIPING MAY BE ALLOWED NEAR 11f MAIN LINE io, I.30ff) J,47--ZlAia WITHIN IRRIGATION PPINS, OR CONTROL LINE TRENCH. AT THE I O'CLOCK :.CGA t: HIRE PMUIOK 3 01( PCS TIOK o MULTIPLE: LINES CITY OF BAKERSFIELD REVISIONS DETAILS FOR PIPING, Z 0 TRENCIJING, AN[) BACKFILL STANDARD PLAN NO. 2 T'4 L-2 0 Tp ST�I'r OP APPRO� E D Rcl, I PIPING �A �NDTRENCHING IIIIIIII A L- 2 /"% I N.T.S. OP OF 25, (0:t6m), TVALVE BOX , THE �SST) MAIN SEE NOTE #5 ON EXPANSION LOOP (SEE OR a- (5-/1 LINE THIS SHEET FOR ALL NIRE5. FINIS ED GRADE EXTRA TA CONTROL REZILIANT�NTpO; WIREBALL VALVE (LINE SIZE) LLI WIRE VN 56PEMLE dO FEMALE APAPTE PVC, 4.0" (O.Ir)---------- ELL IT` PAST NIPPLE LL1 ADD THREADED UNION--5�`,' > SCHEDULE SEE PETAL THIS5HEET "W"I (PLAN VIEW IS FOR VALVE INSTALLATION- MAIL V) NIPPLE MAIN MAIN ON F -61i I -P! LINE 11. o REMOTE`. CONTROL. VALVE 5, ALL !RRI6ATIO-4 CONTROL HIRE55 (CONTROL A?V COMMON) WILL BE 1:4 ISAL6E U1, 5INt5LE STRAND COPPER WIRE, TAPED AND BUNDLED AT 10'(5.OW INTERVALS AND PLACED NEAR THE !RR:6A-10N MAINLINE AT THE 5 O'CLOCK POSITION. NOTE5; �EE CITY STANDARDS 5I LT L-2. 1, USE TEFLON ON ALL TWEAPED JOINTS. 6. ALL HIRE CONNECTIONS SHALL BE WATERPROOF AV APPROVED BY THE RECREATION AND PARKA- DIRECTOR, SPLiCE5 WILL NOT 2. ALL NIPPLES 544ALL BE 561-EVULE W FVC. ALL rITTIN656 BE ALLOWED MLE56 APPROVED BY 'If RECREh,'NON AND 91 13E SCHEDULE 40 FVC. PAIRI DIRECTOR THE APPROVED SPLICES WILL REWIRE TME 0'-, d LMU USE OF A SPLICE BOX. 5. ALL IRRIGATION CONTROL VALVES SHALL BE PLACED IN A PLASTIC IRRIGATION CONTROL VALVE BOX WITH VALVE ip TA6, THE TOP OF 1. MAINTAIN 20(Ohm) SEPARATION BETIAM REMOTE THE VALVE E30X SHALL BE 2.0' (50md BELOW FINISHED 6RAVE IN T1W- CONTROL VALVES (CENTERLINE TO CWERLINE) Ha MORE T4AN AND 2D' (50tran) ABOVE FIN15HIED 6RAVE IN PLANTER AREA. THE ONE VALVE 15116TALLED IN THE SAME LOCATION PLASTIC FOLLOWING VALVE BOXES AND LIPS OR APPROVED COLIAL MJ5T BE AM To REPLACE VALVE INI'Har &jTT NIS, ARE DEEMED ACCEPTABLE. ANY DEVIATION FOR THE ACCEPTED BOXES IRRICATION LINES OR MOV116 BOX. AND LIP5 5EI-Oki KroT BE APPROVED BY THE RECREATION AND PARKS 6. HiERE POSSIBLE, LOCATE VALVE.5 IN TIE PLANTER AREAS, DIMTOR, 5IN6LE I/ALVIE5: ND5 PRO BERIE5 14"XI9' q. ALL IRRIGATION INSTALLATIONS SHALL BE IN ACCORDANCE WITH WRRJJ&ATEV VALVE BOX WITH 5OLT DOM DOVER Cly STANDARDS, THE LATEST APPROVED EDIT104 OF THE --A1IFORM FLUM51W? CODE, 4ANLFAOTURER5 RECOMMENDATIONS, SECTION OU10K COUPLER: NIPS F`� SERIES 10" ROUNC� 20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE COR112,UeATEP VALVE BOX SETH W -T DOWN COVER. RECREATION AND PARKS DIRECTOR. HIRE FULL BOX: Kr --5 PRO 5ERIE5 13"X20- XMW FM-r,TAN6ULAR VALVE SOX NIT H BO -IT DOWN! DOVER. 10, ALL MATMAL5 USED SHALL BE NEW AND FREE FROM DEFECTS, 4. INSTALLATION OF EXTRA IRRIGATIONCONTROL HIRE FROM 11• ANY AND ALL CHANGES 5HALL BE APFROVW 3Y THE RECREATION IRRIGATION CONTROL CLOCK TO REMOTE CONTROL VALVE 15 AND PARKS DIRECTOR PRIOR TO IMPLE1`454TAT104. REWIRED FOR EACH MANIFOLD OWLE OF VALVE5). EXTRA HIRE SHALL BE A DIFFERENT COLOR THAN THE ONE USEPTO 12. SEE APPROVED LAND%APVRRI6AT10N FLAN5 AND LESfNDS, OPERATE VALVES. TONE COLOR FOR ALL VALVE HIRE5 4 ONE COLOR FOR SPECIFIC MOM WIBERS,51ZE, WANTITY, VAHfFACTIP;?T?R5 FOR ALL EXTRA KNEE,) AND PERFORMANCE REOUIRDIENT5. A REVISIONS CITY OF BIAKEIRSFIELIF) DETAILS FOR REMOTE CONTROL VALVES ST ANDAR-D I PLAN NO. SILTOF f. x)<xN.1 E>ATt I L-6 0'-- E N.T.S. RE MOTE CONTROL VALVES DRAWING TITLE: IRRIGATION DETAILS Know what's below. Call before you dig. S 0 10/19,201` D.(, APRIL 30,20 1 OF C XL DATE: 10-19-2015 SCALE: NIA DRAWN BY: mm JOB NUMBER: 1362700 SHEET: 1PD-1 SHEET 140F 18 TRACT #6874- PB5- LIVID U) z LLI 2 LL1 > 11. o LJ oo —1 -J LLJ o LO LLI C') Cf) a, < C) M E3 9 WU) 0'-, d LMU cl� < , W c- < Uj cv 1� Q/ C/) F- LLJ LU ci! C/) DRAWING TITLE: IRRIGATION DETAILS Know what's below. Call before you dig. S 0 10/19,201` D.(, APRIL 30,20 1 OF C XL DATE: 10-19-2015 SCALE: NIA DRAWN BY: mm JOB NUMBER: 1362700 SHEET: 1PD-1 SHEET 140F 18 TRACT #6874- PB5- LIVID Lu cv 1� ci! Lu . . . . . o Z 0 0 0 Lu DRAWING TITLE: IRRIGATION DETAILS Know what's below. Call before you dig. S 0 10/19,201` D.(, APRIL 30,20 1 OF C XL DATE: 10-19-2015 SCALE: NIA DRAWN BY: mm JOB NUMBER: 1362700 SHEET: 1PD-1 SHEET 140F 18 TRACT #6874- PB5- LIVID ............... ............... ..... MEL ------- I ......... I O 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 �4 FINISH GRADE/TOP OF MULCH O OPTIONAL RWS SAND SOCK (RWS-SOCK) 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) 14 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: 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 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 i. 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: C:\UserslMike McDonnell\appdatallocal\temp\Ac Publish_3740\LDI_PB5_TRACT 6874_STANDARD DETAILS.dwg Layout: IPD-2 Oct 19, 2015, 11:01 am FROM P.O /_ 10" ROUND VALVE BOX FLOW MASTER VALVE FLOW SENSOR 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 K RAIN GAUGE N.T.S. 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) R4 M 2. Z r H Z LU2 Y LU S 03, U J 00 Lu o CO LO L1Joz�¢ MUIL � N � L J Uj ro' 0.. LD C/)0 u, -u,' CL a- ui Q Lou s W � 4Ja 0 U�/� ~0° O J ca r� CO COW F - W W Q_ F- U) r m Y S U - � N -QQ W 0 Z U U V U U z W V DRAWING TITLE: 11 IRRIGATION DETAILS Know what's below. Call before you dig. tiDSC `; ,, r� 10/t9 201` APRIL 9 ExDll Op C DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: 1PD-2 SHEET 150F 18 TRACT #6874- P135- LME) I 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/CULTIVARIVARIETY 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. MAJOR ARTERIAL OR COLLECTOR J I L MDEH0TV5 AMA KITHIN MCUTANN AGGZTAVLE FOR L.At+P51CAPI46 {SEE R.ErA16..S2r..M JM FOR EXTENT OF Pi AREA). AREAS OUTSIDE THESE LIMITS SHALL BE ENTIRELY SURFACEW WITH APPRLiYE. M HARD SURFACE TREATMEN". USE OF TREES OR OTHER FEATIA@E5 MAY BE LIMITED ME TO SIGHT LINE RESTRICTIONS. L 12.5' MIN I LANDSCAPING LIMIT5 HITHIN ME:DIAN5 j MOW RAMP: START WITHIN H.ARt75GAPE 1 R'YGURB is, Milli B it t ITI HARD SURFACE TREATMENT: DENOTES 50% MIN. PLANTER AREA ACCEPTA5LE HARD awe -15% MAX. PLANTER AREA SURFACE TREATMENT �� t A5 APPROVED 15Y y •,;g ;: RECREATION AND DETAIL OF MEDG4N PARKS DIRECTOR 1. A IS' MIN. 50RDER OF HARD 5LWACE TREATMENT 15 WIVIRED ADJACENT TO TIE BACK OF CURB THROV& T ZONE B. 2. WIC WIDTH 15 LE56 THAN 12.5' MEASURED FROM rL TO FL 0PLANTER WIDTH) HARD SURFACE TREATMENT ONLY REQUIRED, 3. HARD 51WACE TRE0-ENT ONLY MIST BE INSTALLED HFEN THE MINIMI M WIDTH DOES NOT OGGUR FOR 50 GO GECUTIYE FEET. 4. NO SHRL155 WILL EE ALLOhED IN PLANTER AREA WITHOUT MOR APPROVAL OF RECREATION AND PARKS DIRECTOR, 5. STAIMPM CONCRETE INSTALLATION SHALL BETO `BOMMITE" SFECIFICAITONS OR APPROVED EQUAL. 6. "_PRAY HEAD' TYPE IRR16AT10N REWIRES THE 1.5' HARD WiT�ACE TREATMENT ALONG THE PERIMETER OF THE PLANTER TO BE SLOPED ISD TOWARD THE PLANTER AT 2%. 1. TUMER HEAD' TYPE IRRIGATION 15 ENGOURA6W, HOHV/ER, WHERE STREET IL 6RADE5 EXCEED 2% FALL, `SPRAY WAD' TYPE IM&ATION 15 REQUIRED. 6. COLOR OF CONCRETE OR OTHER HARD SURFACE TRF-ATMOW SHALL BE DETERMINED IN CON%LTATION WITH THE RECREATION NO PARKS DIRECTOR 4. ALLOWABLE SHAPE OF LANDSCAPED F`•_ANTER AREAS CAN BE FREE FORM AND €5 NOT LIMITED TO RECTANGULAR OR CIRCULAR CONFIGRATIONS A5 N6 A5 AI i H LO CONTAINMENT OF OVERHEAD RRE6AT?ON 15 AG IEVED. 10. INSTALL MO ER RAMP AT ALL MEDIAN BREAK5.{PREFERAI3LY AT LEFT TURN POCKETS ADJACENT TO LA°tN AREAS) II, COMPA47 OS' (150(14 BASE TO q0% RELATIVE DE- t5I'Y BELOW ALL HARDSCAPE. 12. MOAT RAMP REQUIRED ON ALL ENDS, OF MEDIAN_. (2 MOW RAMPS PER ISLAND) 1/4" PER FT € I/4' PER FT 1/4' PER FT 1/4" PER FT 1.5' IS' L...."H� I LUl -1/2°=5oD 5ECTION A -A 5ECTION B-13 SECTION C -C MON RAMP NO PLANTER PLANTER 4 TURF AREA CITY OF BAKERSFIELD REVISIONS DETAIL FOR LANDSCAPE LIMITS WITHIN MEDIANS STANDARD PLAN NO. $HT' 12 O]' 14 APPROVED RCS: XXXXX DATE L-12 r-1 L-12 MEDIANS VJ N.T.S. CENTERLINE OF FENCE ,,l_CHAlN LINK FENCES OR WOOD FENCE 05" RAD. (15MM) LO'(25m) YFIGAL ALL SIDES (51 E NOTE x) 9.0" 9.0" ((0.25m; tO.23rrIJ F1N!SHED F.G. )TURF,------i6R.AVE I _ 05, 0.5" RAD. (15w) FINISHED (0.15m) TYPICAL ALL 51DE5 (25mm) (SEE NOTE a'3) '`. �....•.� , /-- MOW STRIP NI CONCRETE MON STRIP SEPARATE TURF FROM PLANTER 05' RAD- 05mrn) 1......TYPICAL TOP SIDES o i I% MIN. - 2% MAX. FALL AWAY LVrIM M AYrVfNI1.JM I SANK � LOT 1 6.0 050mm1 THICK-' DEARTH CONCRETE MOW 51.RP MON STRIP AT CHAIN LINK " ( FENCE AND NOOD FENCE BLOCK WALL OR FENCE APFRO'VED WATERPROOFING ON LOT SIDE LOT 0.5" RAD. (15mm) rCRAVE rT. IGAL TOP 51DE5 _` y KONDER TREE Tl: W2494 OR APPROVED 5ZAL. 2 TIE5 PER 57AKE. (3 TIE5 AS NEM _. r,. (SEE NOTE 13)-\ 1 CON PAGTED FINISHED ---EARTH GRADE:: u4 �< &.0" f15Cmm >/ - rOGTING MOW S RIP `'> Q BLOCK HALL OR FENCE �<a a R=q.0" r0 23m) ALAN �MON 5 -RIP AT 1 HALL AND FENCE LAWN I (02m) ('02m) (....COMPACTED EARTH Qj PLAYGROUND SIDENALK NOTES: I. CONSTR,IGT A DEEP 50M .DINT (I") AT EVERY FENCE P05T AND EVERY 15' (4bm) ON ALL OTHER CANGRETE WACES. 2. ALL AREAS TO RECEIVE CONCRETE SHALL BE COMPACTED TO W% RELATIVE DeGITY FOR A DEPTH OF 0.5' (15OMH OR AS APPROVED BY THE RECREATION AND PARK5 DIRECTOR 3. TOP OF MOW STRIP SHALT. BE IV (25mm) ABOVE FINISHED 6RADE WHEN ADJACENT TO TI,RF AND 2.0'(50m) ABOVE F-IN15KD GRADE KC14 ADJACENT TO PLMMR. 4. WHERE THE 6RA17E ON THE LOT SIDE OF THE WALL 15 H16HER THAN TRE GRADE ON THE STREET 51DE OF THE WALL, WATER PROOFIN6 IS REQUIRED. SEE CITY STANDARD SHEET LA DETAIL 61 FOR WATER PROOFING REMIREMENT5. S. A q.0' (0.23m) WIDE CONCRETE MOW STRIP 15 R5%IRED FOR ALL LAWN AREAS ADJACENT TO AN EXI5TIN6 OR PROPOSED FEW504ALL CITY STANDARD SHEET L -G, DETAIL 'M' 8 W &. ANY AND ALL CHANGES FROM THIS STANDARD DL -TAIL SHEET SHALL BE APPROVED 5Y 'HE RECREATION AND PARKS DIRECTOR PRIOR TO CONSTRUCTION. 1. ALL CONCRETE 54ALL BE CLASS 'B' IN ACCORDANCE WITH CITY STANDARDS, THE LATEST EDITION OF SECTION 13 OF THE STANDARD 5PECIF€CATION, AND AS APPROVED BY THE RECREATION AND PARK5 DIRECTOR B. MOW STRIP ALONG WALL SHALLIWAIVEPILASTER q. MOW STRIP SHALE. BE INSTALLED AT ALL PROPERTY LINE5. CITY OF BAKESFIELD REVISIONS DETAIL FOR CONCRETE MOW STRIPS & PLAYGROUND SIDEWALK STANDARD PLA{fN NO. j S?l'1' li OF 4 ��,t'1'ROVLL: 12Cb XXXXX DATE L- 6_`\ L-11 MOW STRIPS &SIDEWALKS N.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: CAUsers\Mike McDonnell\appdataUocal\temp\AcPublish_3740\LDI_PB5_TRACT 6874 -STANDARD DETAILS.dwg Layout: IPD-3 Oct 19, 2015, 11:01 am 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. 7� 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. !a y KONDER TREE Tl: W2494 OR APPROVED 5ZAL. 2 TIE5 PER 57AKE. (3 TIE5 AS NEM _. r,. (5El NO'S s2 AND DETAIL JI) u4 �< n m 0'�� i11 �t`;J Q u INSTALL TREC ALO dE P.O. GL OF PLANT -M, 40' BERM Y BERF1 RKTJ:RED - DISTANCE VARIES i J N5TALL ROOT BARRIER ✓ /'.. �. f PANELS PER CURRENT �i "'/:`:.: e•c� MAt 6A AG t RERS �/: - PLANTING TAB'.: T5 " 5PC-GIFIGAT;oN5 :7 Yid (SEE NOTE 8) \:yi:Y` HI E P ANITINC WITH ROOTGUARID �'�=•d`-� KONDER TREE Tl: W2494 OR APPROVED 5ZAL. 2 TIE5 PER 57AKE. (3 TIE5 AS NEM _. r,. (5El NO'S s2 AND DETAIL JI) u4 TRJNK WARD n m Y FOR TJRF 01,LY Q WATER BA51N P.O. 40' BERM Y J GROWN OF TR.�L' TO BE `0.5" 115rran) \2 • . ABOVE F.G. R AL Trfa6CPJ7r' t :�•...,�., o yQ o p`I .. „ PI-ANT N6 TABLETS 03, NOTES: L APPLY 501L A'�F'ENT A5 PER `AIL TEST. 2. ALL TREF5 SHALL � STAKED WITH NEW 2.0" t50MM) DIA (PRE551M TREATEP) LOD6E POLE PINE. RENAVE 4A5E2Y TREE STAKES FROM Ai.L. PLANT MATEPJAL M61YERFD TO THE FRO.EGT 51TE AND IN5TALL NEA TRM 5TAKE5, 5. GONSTRUGT NOJhDJh AS FWJIRED TO 5EGLRE PLANT: STABILITY D1�1NG COWTRGT:.ON I*TALLATIOK 4, ARBOR TREE 6UARD OR APPROVED EQUAL 15 RBOIRM AROX0 ALL TREES P AFI W IN LA4* AREAS, 5. ROOT 6UARD BARRIER 15 SIRED KEN THE TREE 1" 15 5.0' (15TH) OR LEPf FROM ANY HARD SURFACE. PLACE BARRIER PARALLEL ALONFi TW_ ED6L- OF HARD WWA42. b. PLANTI1 TABLET 5HALL BE Pa.ACM 217° MaT4 BE -ON FIND diWAR ROOT FO13DATION A5 FOLLO1e6: I - TAT PER I GALL (5.-19 LJ 3 - TAEL.5 PER 5 GAL. (18.9 t; 6 - TABL M PER 15 GAL. %b LJ 9 - TA%='M PER 2.0' (Obh1) BOX T, ANY AND ALL DPVIATIOFG FROM TH15 STANDARD SHALL 0E a 11ON AND PARK5 DIRE-GTOR AP'RJVED 5Y THE RECit.A 8. ALL LA05CAPE IN5TA1LATION 5KALL BE IN ACCARDAAX WITH CITY 5TNVAERGa, MAWFAGTLFRERS RECOMh9ENpATION, AND 5F-GTION 20 OF TIE 5TANDARD SPECIFICATIONS. 9, ALL MATERIA- LSED SHALL BE FEY- AFID FREE FROM EP GTIONS. i0.5EE APPROVED LANC5GAPMR96ATION PLANS FOR SP GiFlC MODE. �, SIZE, MWACT,F, AND P Ad,E REWREBMEI 5. It. ACV 2' OF POOLE CUT WOOD CHIP MATERIAL FROM GITYS 6REi 5TE FACILITY OR A°PROYED BWAL. FREYAVN0 WIND DREGTION / TREE TRUNK TREE STAKES \ - /-----------SJPPORI L''DED) � ST,aKE �C7GATIONI BERN: TABLET5 ftry) ...� UNDISTJRBEa SCIL ..a_ 2x W!DTH -- 2x WIDTH aF RUaTBALL OF ROOTBALL TYPICAL. 5H PUB I1� AKIN6 TA KI PLANTING DETAIL CITY OF BAKERSFIELD REVISIONS DETAIL FOR TREE AND SERUB PLANTINGS STANDARD PIAN NO. Srhr 10 Or 14 APPROVED Ki 11XKX7x D'OT, L-10 L-10TREE AND SHRUB PLANTING 1'% N.T.S. THE 05JECTIVE 15 TO SOFTEN THE VISUAL IMPACT OF A FENCE: OR HALLED FRONTAGE. PLANT MATERIAL SHALL 5E SELECTED TO PROVIDE A PLEASING LANDSCAPE KITH LOW MAINTENANCE REOUIREMENT5. LANi"i5GAPE PLANT MATERIAL COMBINATIONS MALL EEE REVIEWED AND APPROVED 5Y CITY PARKS DIV1510N. A SEPARATE AUTOMATIC IRRIGATION 5YSTEM 15 REOUIRE-P. Ni OR 1,05ONRY WALL ------------------ --------- ---------------------WIDTH VARIES-- ------------------- &7 raM OF SLOPE TREE5 15'-20' O.C. ..#---------------------------------------------/-\I�SU� OR DRILL 517E A'�A. J -�\- >......... OR �� e � ,� �Ihll; 5' PLANTS a aIDEWALKI VARIES SECTION NT5 --- - _......._...--------- -------.......... -. -- / O' .' LANDSCAPE PL.A.TNTIN5 (5HRU55 ONLY) CONCRETE CURB/&JTTER ------/ / 5'+ HIDWIDE: LAiNDSe APE PLANTING AREA (TREES/SH�. `5S) aRIVEWAY 510EKALK AREA---------- ELEVATION NT5 L AREA Wnt IMN BACK a- SIMWALK AND WALL 5. ALL V?4X 8i COVER SHALL Sr-- REVI.",."Y8D AND T, NO C.LIMNS4 VINES SNALi. BE L6W TO 5CREMl OR FENCE AT PROPERTY LI1•Z SHA1L. BE APPROVE'? SY CITY PARKS Dil/VOK WALL OR FENCE. LANDSCAPED. IF FRONTAEE IS LE55 THAN 100 4. ALL PLANTS I'5HWM, TREE5) SHALL NAVE AN 5. NO LANDSCAPE 1�LL 5 SHABe LINEAR FEET, THE AREA W-T'WEEN FENC )KALL AND 1`01,/IMA:L 5Le5LER. AL LOrED AHD CONCRETE 510EWALK SKALL BE BACK OF CURB SHALL RECAEVE CONCRETE. S. IRR RATION SYSTEM SHALL HAVE A 5EPARA-E EXTENDED TO THE FAGS OF WALL WHERE 96W OR 2. ORO" COVER MAY Be Lem ONLY WHEN POINT OF CONNECTION. DRILL SITE FRONTA6E IS LESS THAN 100 LIWAL DISTANCE BETI'M BACK Or SID&OLK ANP FENCE b. SHRUBS A`SD TREE5 5NA.L. BE 5PAGEP NO FEET AS NEAS,R PARALLEL TO THE ADJAC:-X7 EXC EDS 10'. CLO$M THAN Y2 THEIR FULL VAMET ER AT MATURITY. STREET. CITY OF BAKERSFIELD TYPICAL LANDSCAPE WALL OR FENCE SCREEN swr 13 or 14 I APPROVi.-D RCFW XXN'XA VA'II- REVISIONS L-13 WALL OR FENCE SCREEN N.T.S. S'I ANDARD PLAN NO. L-1.3 E1 PLANT SPACING N.T.S. &4!74- P14 2. SAc Z Z DRAWING TITLE: PLANTING DETAILS • Know what's below. Call before you dig. ���ti�NDSC p ty 10,t� zots Datc APRIL 30, 2('17 9 �ixp Date of CAti���� DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: 1PD-3 SHEET160F18 TRACT #6874- PB5- LIVID m W Y \2 x 03, U Q(M` N U �o 00 J W O LO0 w � m W LL -� ? U I -, Ei J 0 �ll W wU� m W 8 WJ W Q Y LL U J Q U Q -Cf) U) M W a Q W co U) m m DRAWING TITLE: PLANTING DETAILS • Know what's below. Call before you dig. ���ti�NDSC p ty 10,t� zots Datc APRIL 30, 2('17 9 �ixp Date of CAti���� DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: 1PD-3 SHEET160F18 TRACT #6874- PB5- LIVID m Y x U 0 a Q co W m m 0 Z 00000 z 0 Lu DRAWING TITLE: PLANTING DETAILS • Know what's below. Call before you dig. ���ti�NDSC p ty 10,t� zots Datc APRIL 30, 2('17 9 �ixp Date of CAti���� DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: 1PD-3 SHEET160F18 TRACT #6874- PB5- LIVID 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. Manufacturers 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: C:XUsers\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PB5_TRACT 6874_SPECS.dwg Layout: LS -1 Oct 19, 2015, 11:0 lam 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 p d in a vehicle which allows the length of pipe to lie flat so as not to subject it to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and if installed, shall be replaced with new piping. 1.5 Analysis of samples and tests: None. 1.6 Guarantee: A. The guarantee for the sprinkler irrigation system shall be made in accordance with the attached form. The general conditions and supplementary conditions of these specifications shall be filed with the Owner or his representative prior to acceptance of the irrigation system. B. A copy of the guarantee form shall be included in the operations and maintenance manual (Section 1.03, D). C. The guarantee form shall be re -typed onto the Contractor's letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from the date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make repairs or replacements within a reasonable time after receipt of written notice from the Owner. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. (The above statement is to be followed by the project name, location, signature, address, and telephone number of Irrigation Contractor, in addition to the date of acceptance). PART 2 - MATERIALS 2.1 General: Use only new materials of brands and types noted on the drawings, specified herein, or approved equals. A. PVC pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2 and 1/2 inch and larger shall be PVC Class 315. 2. Pipe shall be made from an NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements as set forth in Federal Specification PS -22-70 (Solvent Weld Pipe) with an appropriate standard dimension (S.D.R.) 3. Pressure main line piping for sizes 2inch and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal Specification PS -21-70 (Solvent -Weld Pipe). 5. PVC solvent -weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent -weld pipe and fittings shall be of the type and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure rating in PSI e. NSF (National Sanitation Foundation) approval f. Date of extrusion 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. B. PVC Non -Pressure Lateral Line Piping: 1. Non -pressure buried lateral line piping shall be PVC class 200 with solvent -weld joints. 2. Pipe shall be made from NSF approved, Type 1, Grade II, PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements set forth in Federal Specifications PS -22-70 with an appropriate standard dimension ratio. 3. Except as noted in paragraphs 1 of 2 of Section 2.01 C, all requirements for non -pressure lateral line pipe and fittings shall be the same as for solvent -weld pressure main line pipe and fittings as set forth in Section 2.01 B of these specifications. C. Brass Pipe and Fittings: -OMIT 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification WW -P-351. 2. Fittings shall be red brass conforming to Federal Specification WW -P-460. D. Galvanized Pipe Fittings: 1. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized couplings may be merchant coupling. 3. All galvanized pipe and fittings installed below grade shall be painted with two coats of Koppers 50 Bitumastic. E. Gate Valve: 1. Gate valves 3 -inches and smaller shall be 125 -Ib. SWP bronze gate valve with screw-in bonnet, non -rising stem and solid wedge disc, have threaded ends, and be equipped with bronze wheel handle. 2. Gate valves 3 -inches and smaller shall be similar to those manufactured by Nibco or approved equal. 3. All gate valves shall be installed per installation detail. F. Quick Coupling Valves: Quick coupling valves shall have a brass two-piece body designed for working pressure of 150 PSI operable with quick coupler key. Key size and type shall be as shown on plans. G. Backflow Preventer Unit: 1. Backflow prevention units shall be of size and type indicated on the irrigation drawings. Install the backflow prevention units in accordance with the irrigation construction details. 2. Wye strainers at backflow prevention units shall have a bronzed screwed body with 100 mesh monel screen and shall be similar to Bailey 100A or approved equal. H. Check Valves: 1. Swing check valves 2 -inches and smaller shall be 200 lbs. WOG bronze bronze construction and replaceable composition, neoprene or rubber disc, and shall meet or exceed Federal Specification WW -V-51 D, Class A, Type IV. 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 irrigation system is completed, perform a coverage test in the presence of the Landscape Architect to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to the deviation from plans, or where the system has been willfully installed as indicated on the drawing when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accomplished before any groundcover is planted. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. 3.7 Maintenance: A. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven days prior to any planting and for 90 days after inspection to begin maintenance period. B. The Landscape Architect reserves the right to waive or shorten the operation period. 3.8 Clean-up: Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site. All walks and paving shall be broomed or washed down, and any damage sustained on the work of others shall be repaired to original conditions. 3.9 Final Observation Prior to Acceptance: A. The Contractor shall operate each system in its entirety for the Landscape Architect at the time of final inspection. Any items deemed not acceptable by the qualified observer shall be reworked to the complete satisfaction of the Landscape Architect. B. The Contractor shall show evidence to the Landscape Architect that the Owner has received all accessories, charts, record drawings and equipment as required before final observation can occur. 3.10 Observation Schedule: A. Contractor shall be responsible for notifying the Landscape Architect in advance for the following observations according to the time indicated: 1. Pre job conference - 7 days. 2. Pressure supply line installation and testing - 48 hours. 3. Automatic controller installation - 48 hours. 4. Control wire installation - 48 hours. 5. Lateral line and sprinkler installation - 48 hours. 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 -��ol,-74- A P;o2 0 M DRAWING TITLE: IRRIGATION SPECIFICATIONS v�- L $0���'� x� 10. 19 tots lea - F APRIL 30, 20 L7 9 r<p Da[e OF CAL`��� DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LS -1 SHEET 170F18 TRACT #6874- P85- LIVID U) Z W 2 Y W x 0 c) U C^ N IMM` Udo n W J L O �.. Ltd LU ��rn u0 Q o LL Z J (11 �c� a0 Do.v J 3 m L11J O U, r (If =�L U g p Q Y = �1 J< U Q0 (D O J 0 F.. W W CO U) m m DRAWING TITLE: IRRIGATION SPECIFICATIONS v�- L $0���'� x� 10. 19 tots lea - F APRIL 30, 20 L7 9 r<p Da[e OF CAL`��� DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LS -1 SHEET 170F18 TRACT #6874- P85- LIVID m Y x U LUa 0 CO UJ m m p o > Z U U U L U Z 0 co W DRAWING TITLE: IRRIGATION SPECIFICATIONS v�- L $0���'� x� 10. 19 tots lea - F APRIL 30, 20 L7 9 r<p Da[e OF CAL`��� DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LS -1 SHEET 170F18 TRACT #6874- P85- LIVID 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 p done (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: C:Wsers\Mike McDonnell\appdata\local\temp\AcPublish_3740\LDI_PBS TRACT 6874 SPECS.dwg Layout: LS -2 - Oct 19, 2015, 11:01am LANDSCAPE PLANTING SPECIFICATIONS PART 1 - GENERAL CONDITIONS 1.1 Description: A. Work Included: 1. The work included in these specifications shall consist of the furnishing of all labor, tools, materials, permits, appliances, taxes and all other costs, foreseeable and unforeseeable at the time of contracting necessary and appropriate for the installation of the accompanying drawings. 2. No deviation from these specifications or from the agreement or from the general conditions is authorized and no such deviation shall be made unless the written authorization, therefore signed by the Owner or his duly authorized representative, has been obtained in advance. 1.2 Interpretation of Plans and Specifications: A. The Landscape Architect will interpret the meaning of any part of the any plans and specifications about which any misunderstanding may arise, and his decision will be final. B. Should there appear to be an error or discrepancy in or between the plans, specifications & planting lists, the Contractor shall refer the matter to the Landscape Architect for adjustment before proceeding with the work. Should the Contractor proceed with the work without so referring the matter, he does so on his liability. 1.3 Quality Assurance: A. Quality of work: The Landscape Architect shall be notified at least two days prior to work commencement, by the Contractor and prior to inspection visits by the Landscape Architect. All work shall be done in a good workmanlike manner in accordance with all plans and specifications and best considered practice, shall meet with the approval of the Landscape Architect and Owner and shall be in accordance with the requirements of local building codes and laws. Any defective work will be redone at the Contractor's expense as directed by the Landscape Architect. B. Permits: The Contractor will be responsible for obtaining any and all necessary building permits from the city of other governmental authorities. C. License requirements: The Contractor shall carry necessary Contractor's California State License or Certificate for type of work listed, such as the Landscape Contractor's License. D. Insurance coverage: The contractor shall carry all necessary compensation and liability insurance to cover his workmen and work to protect the Owner from any possible damage suit or lien on the Owner's property in the course of the work by the Contractor and will show the Owner such evidence of above indicated insurance coverage prior to initiating work. E. Property, etc., Damage responsibility: 1. The Contractor is to protect at all times all existing utilities, structures, trees, plants and other features intended to remain on and adjacent to the job site and to repair or replace any damaged items in a neat and good workmanlike manner during and due to his work on the job and he shall assume all damage or injury that may result to all such property and/or to persons where such damage or injury is caused in connection with his work or is due to his negligence or to his leaving open or unprotected portions of streets or other property. 2. Should any part of the work under this contract be damaged by other contractors, the Contractor and 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. c 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. 4.13 Crown of plant shall be slightly higher, after settling, than adjacent soil. 4.14 Prune trees as directed by Landscape Architect after inspection. 4.15 Remove water basins from all trees located in lawn areas prior to hydroseeding installation. 4.16 Any and all damage in new and existing paving caused by the Contractor shall be the responsibility of the Contractor and be repaired by the Contractor. 4.17 Install all trees and shrubs prior to planting of groundcover and/or hydroseeding. PART 5 - HYDROSEEDING MATERIALS. -OMIT 5.1 Seed: A. Label seed and furnish in sealed standard containers with signed copies of a statement from seed vendor certifying that each container of seed delivered is fully labeled in accordance with California State Agricultural Code and is equal to or better than requirements of this section. B. Contractor shall submit all seed labels and certification letter to landscape architect for verification and approval. C. Seed which has become wet, moldy or otherwise damaged in transit or storage will be rejected. 5. Fiber Mulch: A. Composed of green colored wood cellulose fiber containing no germination or growth inhibiting factors. B. Mulch is to be manufactured in such a manner that after the addition of seed, fertilizer, water and additives in a special 1,500 gallon slurry tank, the fibers and above materials will become uniformly mixed to form a homogeneous slurry. C. Weight specifications of this material from the suppliers and for all applications, shall refer only to the air dry weight of the fiber materials. Absolute air dry weight is based on the normal standards of the Technical Association of the Pulp Industry for wood cellulose and is considered equivalent to 10% moisture. Each package of the cellulose fiber shall be marked by the namufacturers to show the air dry weight content. D. Acceptable Manufacturer: Conwed. 5.1 Seed: A. Dry, organic powder hydrocolloid formulation. B. Hydrate and disperse in a mixing tank with circulating water from a homogeneous slurry, either alone or in combination with other materials. pH to be stable in presence of fertilizer. C. Application of soil and mulch tackifier to be made at a minimum rate of: a. Flat areas -80 pounds per acre. b. Sloped areas (3:1 or steeper) -120 pounds per acre. D. Acceptable Manufacturer: Ecology control -M Binder by Conwed. E. Chemical germinating additives shall be " Catalytic Pre -Emerge" or approve equal. F. Urea formaldehyde shall be a pelletized commercial fertilizer for hydromulch slurry. END 6 r 0 �e 0 I -- 4, y Z 1019/2015 LU2 �y Date APRIL 30,201 OF C ALI��� Y LU x O�� O U N 0 � U Lu n L.i J _o 0 J W C (D � c� o /LO y� Ww LL.> z U o l� LU I W^ V J ( 1 ; 0 J I� _-C9coz LLJOfw O��i U _2 Q-�0 J _ U M tt a Q LU LLJ U) r 0 �e 0 4, y M 1019/2015 �y Date APRIL 30,201 OF C ALI��� Y x U Lu o _ tt a Q 0 ' Z U U V U V z 0 W DRAWING TITLE: PLANTING SPECIFICATIONS Know what's below. Call before you dig. �,ODSIIIC 0 �e 0 4, y 1019/2015 �y Date APRIL 30,201 OF C ALI��� DATE: 10-19-2015 SCALE: N/A DRAWN BY: MM JOB NUMBER: 1362700 SHEET: LS -2 SHEET 180F 18 TRACT #6874- 1`135- LMD F