Loading...
HomeMy WebLinkAbout1.5-7240CITY 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 turfareas 12. Provide root barriers for each tree within 6' of any existing or proposed paving or structure. 13. All plant material shall be approved by the owner's representative. 14. No planting shall be planted until the installation of the irrigation system is completed, final grades have been established, planting areas have been properly graded, and soil prepared and the work has been approved by the owner's representative. 15. Contractor shall demonstrate to the owner's representative the furnishing and installation of specified soil amendments whether a soils test is required or not. 16. 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 PLANS TRACT #7240 - LMD BAKERSFIELD, CALIFORNIA 17. PRIOR 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! (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 BAKERSFIELD VICINITY GAAP Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_57121LDI-WD-TRACT 7240 COVER.dwg Layout: CS -1 May 29, 2015, 9:55am j .:.:........:..............._, ,,,.:......... LOCATION INDEX MAP LP -1 L L LI LI LI - LP WA IML TRACT #7240 LP -2 _1-3 _P-3 OWNER / CLIENT Woodside Homes 9 River Park Place East, Suite 43C Fresno, CA 93720 559-437-5007 Contact: Matt Smith CIVIL ENGINEER Porter & Associates 1200 21 st Street Bakersfield, CA 93301 661-327-0362 Contact: Luis Hinojosa APPROVED BY: APPROVED BY: or LANDSCAPE ARCHITECT Landscape Development, Inc. 28447 Witherspoon Pkwy Valencia, California 91355 (661) 295-1970 Contact: Rich DePalma LANDSCAPE ANALYSIS: STOCDALE RIVER RANCH, BAKERSFIELD, CA TOTAL SQUARE FOOTAGE OF LANDSCAPING: 95,145 +/- SF TOTAL SQUARE FOOTAGE TO BE IRRIGATED: 95,145 +/- SF TREE ANALYSIS: STOCKDALE RIVER RANCH BAKERSFIELD, CA PERCENT OF EVERGREEN TREES THROUGHOUT PROJECT: 70% EXP. DATE I bbl NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E NO. 61069 Exp. 12/31/16 REVIEWED BY: RECREATION 8t PARKS DEPARTMENT DATE REVIEWED BY: TRAFFIC ENGINEER DATE •�� -721-0 W GENERAL NOTES: 1. SEE CIVIL ENGINEERS DRAWINGS FOR GRADING AND DRAINAGE INFORMATION NOT SHOWN IN THESE DRAWINGS. m U 2. UPON EXECUTION OF THE CONTRACT, PROVIDE THE LANDSCAPE ARCHITECT AND OWNER WITH A CRITICAL PATH SCHEDULE TO INCLUDE EACH ITEM, LEAD TIME, ORDER AND INSTALLATION DATE FOR SUBSTANTIAL COMPLETION. a Y 3. PROVIDE FOR POSITIVE DRAINAGE. NOTIFY LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE OTHERWISE. MAINTAIN FLOWLINES AND DRAINAGE PATTERNS AS INDICATED ON ENGINEER'S GRADING DRAWINGS. U LANDSCAPE W SHEET INDEX 4. VERIFY AND STAKE LOCATION OF UTILITIES PRIOR TO CONSTRUCTION AND IS REQUIRED BY GOVERNING AGENCIES BE HELD L J w t_ 1- �f1 W W ODM O (q� O O R1 LIABLE FOR DAMAGES TO EXISTING UTILITIES INCURRED BY INSTALLATION OF THE WORK. U)� w�U Cl) 5. REPAIR AND REPLACE ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION. SHEET DRAWING TITLE SHEET NO. 6. CHECK DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES OR 0 w N Q POSSIBLE DEFICIENCIES BETWEEN THE DRAWINGS AND THE SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE OWNER. M � 7. VERIFY PROPERTY LINES PRIOR TO COMMENCING WORK. NO CONSTRUCTION ITEM, INCLUDING FOOTINGS, SHALL EXTEND CS COVER SHEET 1 8. BEYOND PROPERTY LINE. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB -CONTRACTORS AS REQUIRED TO LC -1 CONSTRUCTION PLANS 2 9. ACCOMPLISH THE WORK, PIPING, CONDUIT AND SLEEVES SHALL BE SET IN PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE, CONSTRUCTION MEANS AND METHODS, SAFETY LCD -1 - LCD -2 CONSTRUCTION DETAILS 3,4 PROCEDURES, BRACING, TEMPORARY SUPPORTS, AND SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. LI LI IRRIGATION PLAN 5-10 OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION -1 - -6 a METHODS AND SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND LI -7 IRRIGATION CALCULATIONS 11 DETAILED INSPECTIONS. 10. GIVE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR REQUIRED OR REQUESTED JOB SITE VISIT. LP -1 - LP -6 PLANTING PLAN 12-17 11. FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. 12. FOR SUBMITTALS, SAMPLES AND SHOP DRAWINGS REQUESTED, SUBMIT IN TRIPLICATE TO LANDSCAPE ARCHITECT WITH ONE IPD-1 - IPD-3 IRRIGATION & PLANTING DETAILS 18-20 COPY TO THE OWNER UNLESS OTHERWISE SPECIFIED. 13. PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG LS -1 - LS -2 SPECIFICATIONS 21122 ENTIRE EDGE. 14. DIMENSIONS ARE FROM OUTSIDE FACE OF THE BUILDING, PAVING AND WALLS UNLESS OTHERWISE NOTED. ANGLES ARE 90 BAKERSFIELD OR 45 UNLESS OTHERWISE NOTED. 15. COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WORK OF OTHER TRADES. 16. MATERIALS AND WORKMANSHIP, CONFORM TO LATEST UNIFORM BUILDING CODES AND APPLICABLE GOVERNING AGENCY CODES AND ORDINANCES. NO PART OF CONTRACT DOCUMENTS TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCHITECT AND OWNER. LI -1 STOCKDALE HLGNy1LA� - L1_2 z 17. PRIOR 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! (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 BAKERSFIELD VICINITY GAAP Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_57121LDI-WD-TRACT 7240 COVER.dwg Layout: CS -1 May 29, 2015, 9:55am j .:.:........:..............._, ,,,.:......... LOCATION INDEX MAP LP -1 L L LI LI LI - LP WA IML TRACT #7240 LP -2 _1-3 _P-3 OWNER / CLIENT Woodside Homes 9 River Park Place East, Suite 43C Fresno, CA 93720 559-437-5007 Contact: Matt Smith CIVIL ENGINEER Porter & Associates 1200 21 st Street Bakersfield, CA 93301 661-327-0362 Contact: Luis Hinojosa APPROVED BY: APPROVED BY: or LANDSCAPE ARCHITECT Landscape Development, Inc. 28447 Witherspoon Pkwy Valencia, California 91355 (661) 295-1970 Contact: Rich DePalma LANDSCAPE ANALYSIS: STOCDALE RIVER RANCH, BAKERSFIELD, CA TOTAL SQUARE FOOTAGE OF LANDSCAPING: 95,145 +/- SF TOTAL SQUARE FOOTAGE TO BE IRRIGATED: 95,145 +/- SF TREE ANALYSIS: STOCKDALE RIVER RANCH BAKERSFIELD, CA PERCENT OF EVERGREEN TREES THROUGHOUT PROJECT: 70% EXP. DATE I bbl NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E NO. 61069 Exp. 12/31/16 REVIEWED BY: RECREATION 8t PARKS DEPARTMENT DATE REVIEWED BY: TRAFFIC ENGINEER DATE •�� -721-0 W Q m U a Y W U W o cnw: L J w t_ 1- �f1 W W ODM O (q� O O R1 Vi U)� w�U Cl) 0 < p U` ZZ rn C:) LL 0 w N Q ��LL M � U NQN LJ� DRAWING TITLE: COVER i(now what's below. Call before you dig. MAY 27, 2015 Date �� APRILO 2017 � a P I 4 0 1 F L CA DATE: 5-27-2015 SCALE: NA DRAWN BY: MM JOB NUMBER: 1365200 SHEET: CS -1 SHEET 1 OF 22 TRACT #7240-STREETSCAPE ap m Y x v O a z 0 z a � F � � m t LU F- 0 O z O w DRAWING TITLE: COVER i(now what's below. Call before you dig. MAY 27, 2015 Date �� APRILO 2017 � a P I 4 0 1 F L CA DATE: 5-27-2015 SCALE: NA DRAWN BY: MM JOB NUMBER: 1365200 SHEET: CS -1 SHEET 1 OF 22 TRACT #7240-STREETSCAPE ap STOCKDAL,E HIGHWAY �\ A-2 i W-1 , , _ A-2 y \ 4. 0 DAL in C, K ST nRIV : r : J \ CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL/SHEET PAVING P-1 CITY SIDEWALK COMMENTS: PER DEVELOPER, REFER TO CIVIL PLANS BY PORTER & ASSOCIATES P-2 ASPHALT MULTI -USE TRAIL COMMENTS: PER DEVELOPER, REFER TO CIVIL PLANS BY PORTER & ASSOCIATES WALLS W-1 PRODUCTION BLOCK WALL COMMENTS: PER DEVELOPER, REFER TO WALL & FENCE PLANS BY PORTER & ASSOCIATES SITE AMENITIES A-1 ENTRY MONUMENT A, LCD -1 COMMENTS: REFER TO DETAIL A-2 ENTRY SIGNAGE B, LCD -2 COMMENTS: REFER TO DETAIL KERN COUNTY —KEY MAP ===moo SAWCUT EXISTING PAVEMENT 12" FROM;e,Q1Lf$EV-=AC• EY— 4 0.AV L�4 PROPOSED PACE MEDIAN CURB AND /~ \ ` INStAtI. AC. PAMNG PER STRUCTURAL / P 0' :• P t4NG V. SECRON SRO" ON PL4N t7EW (TYPICAL - -PROPOSED TOP OF A.C. PAVING SHALL BE 0.02• D. SIDE OF PROPOSED MEDIAN OR AS {- -- x ` ) I ABOVE EWSIING EP.JSAWCUT LME (t0 PROVIDE DIRECTED 8Y pTY ENGINEER a (' - POSITIVE DRAINAGE AWAY FROM PROPOSED CT RT ROPOSED 1 ✓' 1 MEDIAN -TYPICAL BOTH SIDES OF PROPOSED MEDIAN} BLOCK WALL RIGHT-OF-WAY 1 —I E --t2' i �°'� W I VARIES 55'-7T 75' "Ii e r I F LANDSCAPE LOT PROPOSED SAWCUT UNE I VARIES 48'-70' T Z (VARIES -SEE PLAN YEW) SA(SEE AND REMOVE I PAMNG a a,,6.� , } 18' TRAVEL LANE 7' 1 7 (VAP £S SFE PLAN NEY� --- -- 35' —V W g• o BIKE LANE s io CUTTER AND SIDEWALK (SEE PIAN NEW FOR DIMENSFONS D;... t LANDSCAPE MEDIA VARIES SEE PLAN NEW W # q 72' RIGHT-OF-WAY n-\ GUTTER AND SIDEWALK f — ( - N SLS , sx 1 12AREA '-. , -.K2� t - • 1 N AREA DETAIL 12ETAIL - NOT TO SCALE NOT TO SCALE TYPICAL LOC6L STREET SECTIO NOT TO SCALE W SAWCUT LINE CONSTRUCT 0.45' MIN. TYPE 'A' A.C. PAVING OVER SEE DETAIL SEE DETAIL 0.70' MIN. CL -11 AGGREGATE BASE OVER 1.35 MIN. NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI -9.0 R=44 ,DDITTONAL 110' RIGHT-OF-WAYARTERIAL EASEMENT TYPICAL ) NOT TO SCALE I OCK WALL — ...,. �,.t,,,,,_.._- ( ......-""` ," ,. "' ' GRADE LINE "' BLOCK WALL " SEE C.O.S. STD. DWG. ' FOR SPE CONSTRUCT 0.20MIN. A.C. PAVING OVER COMPACT UNDER CURB, PARA PARAMETERSLO0.40' MIN. CLAGGREGATE BASE OVER t00' MIN. NAT. GRD. CUTTER AND SIDEWALK C MAX, DENSITY COMPACTED 10 (TVP.) 6" MIN. 70 90% W. n=4.5=4.5.S R=44 MAX. DENSITY. 72' RIGHT-OF-WAY n-\ GUTTER AND SIDEWALK TYPICAL LOCAL STREET SECTION NOT TO SCALE (TVP.) 6" MIN. TO 90% 0.40' MIN. CL -0 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. GRADE s z 1 20' 2' TYP. 7 NP. LEGEND 01 PROPOSED 6" CURB & CUTTER PER C.O.B. STD. DWG. ST -1. 12 PROPOSED 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3. 12) PROPOSED 6' WIDE MEANDERING TYPE SIDEWALK PER G.O.B. STD. DWG. ST -3. E41 PROPOSED 12' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS "B" CONCRETE) (SEE C.O.B, STD. DWG. ST -3. FOR CONCRE"IE SPECIFICATIONS, JOINTS, ETC.) Q PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). [j PROPOSED TYPE "M" MEDIAN CURB PER C.Q.B. STD. DWG, ST -18. M PROPOSED 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.0.8, STD. DWG. ST -3, V TYR (WORK TO BE DONE UNDER SEPARATE PLANS BY OTHERS) ST ST ST RIW CL RW I I_-� 45' RIGHT-OF-WAY 45' RIGHT-OF-WAY , • ADD1*71 PROPOSED 1 _- cL ..-..�-. FL EASETAENT L BLOCK WALL 1 11, I 34• 34' 1 11' r , GRADE O 2:1 CONSTRUCT 0.30' MIN. TYPE 'A' A.C. PAVING OVER _ u j GRADE LINE 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. \ COMPACTED TO 957 MAX. DENSITY / t' vARtES 1' \ TI -6.0 R-44 / I PER GPA/ZC NO. 09-0263 /! 1y i 1(— - TYPICAL CROSS—SECTION I 4 , NOT TO SCALE AREA DETAIL AREA DETAIL NOT TO SCALE NOT TO SCALE AREA DETAIL NOT TO SCALE R/W 2b' —,8• g ?, 7 TVP. I-- "'_ `SEE C.O.B. STD. DWG. . .,;.3� ;o.` ' •-�' 1c'." ..,?,o<a,:, -11 FOR SLOPE . J PARAMETERS GRADE LINE ` EE GRADING PLAN FOR FRONT COMPACT UNDER CURB, GRADE BREAK ROUGH GRADING GUTTER AND SIDEWALK CONSTRUCT 0.2D' MiN. A.C. PAYING OVER (TVP.) 6" MIN. TO 90% 0.40' MIN. CL -0 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. MAX. DENSITY. COMPACTED TO 95� MAX DENSITY Ti=4.5 R-44 60' RIGHT-OF-WAY /13'\ TYPICAL LOC6L STREET SECTIO NOT TO SCALE LEGEND 01 PROPOSED 6" CURB & CUTTER PER C.O.B. STD. DWG. ST -1. 12 PROPOSED 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3. 12) PROPOSED 6' WIDE MEANDERING TYPE SIDEWALK PER G.O.B. STD. DWG. ST -3. E41 PROPOSED 12' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS "B" CONCRETE) (SEE C.O.B, STD. DWG. ST -3. FOR CONCRE"IE SPECIFICATIONS, JOINTS, ETC.) Q PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). [j PROPOSED TYPE "M" MEDIAN CURB PER C.Q.B. STD. DWG, ST -18. M PROPOSED 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.0.8, STD. DWG. ST -3, V TYR (WORK TO BE DONE UNDER SEPARATE PLANS BY OTHERS) ST ST ST RIW CL RW I I_-� 45' RIGHT-OF-WAY 45' RIGHT-OF-WAY , • ADD1*71 PROPOSED 1 _- cL ..-..�-. FL EASETAENT L BLOCK WALL 1 11, I 34• 34' 1 11' r , GRADE O 2:1 CONSTRUCT 0.30' MIN. TYPE 'A' A.C. PAVING OVER _ u j GRADE LINE 0.40' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD. \ COMPACTED TO 957 MAX. DENSITY / t' vARtES 1' \ TI -6.0 R-44 / I PER GPA/ZC NO. 09-0263 /! 1y i 1(— - TYPICAL CROSS—SECTION I 4 , NOT TO SCALE AREA DETAIL AREA DETAIL NOT TO SCALE NOT TO SCALE AREA DETAIL NOT TO SCALE R/W 2b' —,8• g ?, 7 TVP. I-- "'_ APPROVED LANDSCAPE AREA CROSS SECTIONS n j PER PORTER & ASSOCIATES PLANS, SHEET 21, N.T.S. 0 z 111=20'-O" 20' 0' 10' 20' 40' 1.5, -72.470 W "' *SEE C,O.B. STD. DWG. . .,;.3� ;o.` ' •-�' 1c'." ..,?,o<a,:, ST -19 FOR S OPE +,, 7 ., a"-• ..n hi.y. .n',,,t PARAMETERS GRADE LINE ` CONSTRUCT 0.20' MIN. A.C. PAVING OVER COMPACT UNDER CURB, 0.45' MIN. CL -11 AGGREGATE BASE OVER 1.00' MIN. NAT. GRD, GUTTER AND SIDEWALK COMPACTED TO 957 MAX. DENSITY (TYP,) 6" MIN. TO 909, TI -4.5 R-44 MAX. DENSITY, 52' RIGHT-OF-WAY TYPICAL /T\ LOCAL STREET �EQT!Obl NOT TO SCALE APPROVED LANDSCAPE AREA CROSS SECTIONS n j PER PORTER & ASSOCIATES PLANS, SHEET 21, N.T.S. 0 z 111=20'-O" 20' 0' 10' 20' 40' 1.5, -72.470 W Q in U W U W 2 LU (1) `- J W wl-� '^ 2 p(0rn o V/ LL Wga 1 (/5 Q<U QZO LUo Y — UJ zLL u�'1 N < LL r A 1 _ W I— U DRAWING TITLE: CONSTRUCTION PLAN Know what's below. Call before you dig. tip,�tDS 2 MAY 27, 2015 Date APRIL 30, 2017 9 Exp. Date OFCP,X DATE: 5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: mm JOB NUMBER: 1365200 SHEET: LC -1 SHEET 2 OF 22 TRACT #7240-STREETSCAPE in 2 U W 0 rn z 0 N w z z u, U r m = j � 7 v ~ W V Z V h o O Z w = Z N LLJO DRAWING TITLE: CONSTRUCTION PLAN Know what's below. Call before you dig. tip,�tDS 2 MAY 27, 2015 Date APRIL 30, 2017 9 Exp. Date OFCP,X DATE: 5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: mm JOB NUMBER: 1365200 SHEET: LC -1 SHEET 2 OF 22 TRACT #7240-STREETSCAPE 2 , Z. �..........ff 3'4" 13'-9" T-9" I to N SECTION 'A' CORNER ENTRY MONUMENT ■ v V..J 1rr = 1' -Or, 2 Drawing C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_5712\LDI-WD-TRACT 7240 CONST DETAILS.dwg Layout: LCD -1 May 29, 2015, 9 57am J U ry LU a CLCVH I IUN 2 _.._..... .. _ . € if , 3 W i ( �...... # ..............:.... 3 i----- .........i , ;��__ I 13 z' -o" £ i_..._. s , PER CIVIL 12 SECTION 'C' LEGEND t�1 PRODUCTION CMU BLOCK WALL, PER CIVIL O CMU PILASTER WITH BRICK VENEER AND PRECAST CAP O CMU PLANTER WALL WITH BRICK VENEER AND PRECAST CAP ® WALL BRICK VENEER: PACIFIC CLAY, THIN BRICK, RUNNING BOND PATTERN, RED FLASHED COLOR OR APPROVED EQUAL O COLUMN BRICK VENEER: PACIFIC CLAY, FACE BRICK, RUNNING BOND PATTERN, RED FLASHED COLOR OR APPROVED EQUAL © COLUMN INSERT BRICK VENEER: PACIFIC CLAY, THIN BRICK, HERRING BONE PATTERN, RED FLASHED COLOR OR APPROVED EQUAL O QUICKCRETE PILASTER CAP, Q-A36PC, T2-LSB LIGHT SAND BLAST FINISH, COLOR TO BE DAVIS MOCHA OR APPROVED EQUAL. AVAILABLE AT WWW.QUICKCRETE.COM ® LITE STONE TRIM: T5 -3S STRAIGHT PIECES, T5 -3R 84" RADIUS PIECES, T5 -3C CORNER PIECES, LIGHT SAND FINISH, COLOR TO BE DAVIS MOCHA OR APPROVED EQUAL. AVAILABLE AT WWW.LITESTONECONCRETE.COM O QUICKCRETE WALL CAP, Q-A10SWC STRAIGHT PIECES, Q-A1060WC RADIUS D D PIECES, T2-LSB LIGHT SAND BLAST FINISH, COLOR TO BE DAVIS MOCHA OR APPROVED EQUAL. AVAILABLE AT WWW.QUICKCRETE.COM 10 STUCCO BACKGROUND, SAND FINISH, COLOR: TBD 11 CMU MASONRY, PER CIVIL 12 COMPACTED SUB -GRADE 13 CONCRETE FOOTING, PER CIVIL 14 LOGO AND LETTERING, SEE ENLARGEMENT ON LCD -2 15 WATER PROOFING MEMBRANE NOTE: TOP COURSE OF BRICK VENEER ON PILASTERS AND WALLS TO BE VERTICAL SOLIDER COURSE. UJ II Q m U U F— Y Q U 2 o (W U) W -. lLi 2 5 M. 1 Vi2 W LL O O(n� cc D1 O m W < ( of M W O LU CZo Lo 14 N Y zLL Q COr, U Q H } m Y 2 U W D z 0 w U m � U LLJ ~ O O Z z 0 W DRAWING TITLE: CONSTRUCTION DETAILS Know what's below. Call before you dig. en MAY 27, 2015 APRII, 30, 2017 9? a EzP. Date OF CALIs� DATE: 5-27-2015 SCALE: NA - DRAWN BY: MM JOB NUMBER: 1365200 SHEET: LCD -1 SHEET 3 OF 22 TRACT #7240-STREETSCAPE 11'4' PLAN VIEW 2'-0" SEC. ................................. v ID ELEVATION ;�\ CORNER ENTRY SIGNAGE D1"= 1' -Orr 2 Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_5712\LDI-WD-TRACT 7240 CONST DETAILS.dwg Layout: LCD -2 May 29, 2015, 9:57am tocmd-vale 9% "1111-v „m %ml ver R,a.'7--(4) 3 ELEVATION [+rr%_r1 %kI LEGEND �1 PRODUCTION CMU BLOCK WALL, PER CIVIL O2 CMU PILASTER WITH BRICK VENEER AND CAP LEGEND O 'S' TO BE'SUPER FRENCH' FONT, APPROX. 20" TALL X 12" WIDE O2 'TOCKDALE' TO BE'FRANK RUEHL' FONT, APPROX. 9" TALL MAX. O R' TO BE'SUPER FRENCH' FONT, APPROX. 9" TALL' MAX. ® 'IVER' AND'ANCH' TO BE'FRANK RUEHL' FONT, APPROX. 6" TALL MAX. O STEEL HANGERS ON BACK OF LOGO AND LETTERING © MASONRY SLEEVE AND ANCHOR NOTE: LETTERING AND LOGO TO BE LASER CUT GALVANIZED STEEL PAINTED AND SEALED TO RESIST RUSTING. LETTERING TO BE PAINTED BLACK, RIVER LOGO TO BE PAINTED BLUE (SUBMIT SAMPLES FOR APPROVAL), MATTE FINISHES ONLY. STEEL HANGERS TO BE WELDED TO THE BACK OF LETTERING AND LOGO, j ATTACH TO MONUMENT WITH MASONRY ANCHORS W1 SLEEVES. HANGERS i AND MASONRY ANCHORS TO BE POSITIONED AS TO NOT BE VISIBLE FROM FRONT SIDE. i 1 3 O3 WALL BRICK VENEER: PACIFIC CLAY, THIN BRICK, RUNNING BOND PATTERN, RED FLASHED COLOR OR APPROVED EQUAL ® COLUMN BRICK VENEER: PACIFIC CLAY, FACE BRICK, RUNNING BOND PATTERN, RED FLASHED COLOR OR APPROVED EQUAL O COLUMN INSERT BRICK VENEER: PACIFIC CLAY, THIN BRICK, HERRING BONE PATTERN, RED FLASHED COLOR OR APPROVED EQUAL © LITE STONE TRIM: T5 -3S STRAIGHT PIECES, T5 -3R 84" RADIUS PIECES, T5 -3C CORNER PIECES, LIGHT SAND FINISH, COLOR TO BE DAVIS MOCHA OR APPROVED EQUAL. AVAILABLE AT WWW.LITESTONECONCRETE.COM O STUCCO BACKGROUND, SAND FINISH, COLOR: TBD ® LOGO AND LETTERING, SEE ENLARGEMENT O9 CMU MASONRY, PER CIVIL 10 COMPACTED SUB -GRADE 11 CONCRETE FOOTING, PER CIVIL NOTE: TOP COURSE OF BRICK VENEER ON THE WALL AND THE BOTTOM COURSE OF BRICK VENEER ON THE PILASTERS TO BE VERTICAL SOLIDER COURSE. SECTION 'A' SECTION 'B' W 1� CO U U) F- Y W U W 0 � 0 mw� UJ 0 ' ^ V / LL o U) -a = g a o U Q U y p (D � rn LL W Z sL 07w N Y 0 z W to LL Q r I` m to v Q a F— DRAWING TITLE:' CONSTRUCTION DETAILS • Know what's below. Cell before you dig. o F a MAY 27, 2015 Date APRIL 30, 2017 9 Exp. Date DATE: 5-27-2015 SCALE: NA DRAWN BY: MM JOB NUMBER: 1365200 SHEET: LCD -2 SHEET 4 OF 22 TRACT #7240-STREETSCAPE CO Y 2 U a 0 z 0 w U Q H I~— Q F E � � m � � j m ~ v L3 0 H p o O u z w z O W DRAWING TITLE:' CONSTRUCTION DETAILS • Know what's below. Cell before you dig. o F a MAY 27, 2015 Date APRIL 30, 2017 9 Exp. Date DATE: 5-27-2015 SCALE: NA DRAWN BY: MM JOB NUMBER: 1365200 SHEET: LCD -2 SHEET 4 OF 22 TRACT #7240-STREETSCAPE (2) 6" SLEEVES TO FUTURE MEDIANS, PROVIDE MAINLINE STUB -OUT WITH BALL VALVE AND SPARE CONTROLLER WIRES. . ............. . .. ( 1 ) COMMON (WHITE)24 LOOP (5) CONTROL (BLACK) 24" LOOP . . .. . ........................ ­­­' ..................... "I'll- . . ................. . . kol krxr--U) 4-t ---------------_-- . ... .................. _­­­ . ...................... . ......... . . . . . .................. . . ................... . .................. . .................. . . ....... - - ----- - - �'W& NO, WE V///, IH��/*�*­., M NO rml� Flo r/m, V/j m m VA M. rm m rm rms. m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m RE W m m>. U" i A 1 3 3.8 A 0-\ 12.0 A2 33.8 A4 34.5 338 :A�i ,..:.»».,.%€:» - - JYII 2 ofto I E:22� 9 �' o�lv .11r,"N j; i v v rK 1-1, J/J/ A %-o; LJI/ 11'... L: 1- /As I . .. ........... .... . . ........ ..... - ------- .... . ............ ........... ... . . .................. . .................... ...................... . . ..................... . ... . . .................. ................... . . .................. . ................... . ..... .............. ................. - .........,,,^,,,^,....».:»».._........_. ..................... . ..............................»»,»» ............ — — — ----------------- — — --- - ­­ - ----­---­ - . .. .......................... . ..... .......... ............ --------- — - --------- :..­ . . ... '.t7 11/2" .......... . . ........... . ........... ..... . ....... . A--\ .............. — --- — ----- 7 ............ ....... lY ...... ... .... .............. ...... -0 —1" 14.--. (2) 6" SLEEVES TO FUTURE MEDIANS, PROVIDE MAINLINE STUB -OUT WITH BALL VALVE AND SPARE CONTROLLER WIRES. (1) COMMON (WHITE) 24" LOOP (5) CONTROL (BLACK) 24" LOOP (5) SPARE (RED) 24" LOOP .....»»».... ..... . ..... . ....... . ...... --------- — --------- .............. . . .................. —11,11,11---" . .................. . ..................... _­'_ . .................. . .................. . ................... . ........... ...... . .................. — . . ................. -11-11 . . . .................. . . ..... .. .. ...... . . ............................. ............ .. ... — --- — -------------- - ----- - . . . .............................. ...................... -------- __.— ..................... -- - - ------ — - — ----- **"*'*'* ..... — - - - — - - — ------­---------- — — ---- . ........ — - — - — ----------------- . .. . . . .................. . . .... . ..................... __ . . .................. ___­ ............... c . .......... . . ................... . . . . ................... . .................. . .............. . ..... . ...... . . . . ..... . ...... . . ...... . ...... . ..... 100 MEN ME V111, r/J r/////, M W M W W M //l/%/ m W m m m m m WEN m m !y///m m m m m m rN ME E� U LA 24.3/ A6 33.5 A11\ KERN COUNTY N.T.E KEY MAP __a ■ I - I --------_____......»»_.__...... m. ..... N rA rA =fff I a '7 ----- - --- - \2" "Y \2 1 Y21 Al2 LU WTI M r/l 00-11,14". el ul 2 VJ6 I V ff j jj, A I A 1 L ✓u V'11 C14 ,( 1Ja .Ss;:;Kdr :'ffi ¢ ''Mow" MLLU ...... ...... - - ---- ...... ....... ...... ... . ........ \ waft................ ............. ...................._..»_».».-...»_....».»_»..... ................. . . . ..................^^.^^...._.____ . .................... . .. . . ..... __......^^___.....^» ---­------- -- A7 20.8 23.5 Al 0\ r.: .. .................... . ... . ........ . . ...... . .... . . . ......... -7 - - ---------- . . . ................ __ . .............. ..... . . . . ............. . .... . - - - --------- ............ - - ------ . ........ . ...... I kiz x. 4 Z . . ......... .. ........................................^.:».... ---- - ------- ... - - ------ ............. 4� YL_ ti 4 .. . . ........... 4f . ....... 'v 2 . . ........ ........... ........... ...... ........... ........... -­ - �-41­4' z /, 7 Am mleW// mms9m FliW -W ON Vol LDI: A' .......... . . . . . . . . . . . . . ...................... ------------- ........... 011 L ILi L 11 11 1 LOCATE VALVES IN PLANTER, RUN LATERAL LINES IN SLEEVES TO MEDIANS (TYP.) Drawing: CALIsers\Mike McDonnell\appdata\local\temp\AcPublish_5712\LDI-WD-TRACT 7240 1RRIGATION.dwg Layout, LI -1 May 29, 2015, 9 57am W, VZ1, VA P71 M VA NOTE A: POINT OF CONNECTION SHALL BE DOMESTIC WATER METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE 90 PSI DESIGN WATER PRESSURE 30 PSI MAXIMUM SYSTEM DEMAND 36.25 GPM RESIDUAL PRESSURE 31.55 PSI NOTE B: CONTROLLER'A' SHALL BE A RAIN BIRD MAXICOM CONTROLLER INSTALLED IN AN OUTDOOR CABINET AS PART OF CONTROLLER ASSEMBLY. FINAL LOCATION OF CONTROLLERS AND ELECTRICAL P.O.0 SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. m No W, = = T Y2"A' r114P, 0 Et WIN VIIA VA M = 0/,, jjjr 0 71 T T 111=201-01, 20' 0. 10, 20' 40' REFER TO SHEET LI -7 FOR IRRIGATION SCHEDULE 15 -072!qo Uj . 4/1 1.50 A8 1 A9 3 /4 11.5 vm C) _5 U) W If J: Film. pz/" W, VZ1, VA P71 M VA NOTE A: POINT OF CONNECTION SHALL BE DOMESTIC WATER METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE 90 PSI DESIGN WATER PRESSURE 30 PSI MAXIMUM SYSTEM DEMAND 36.25 GPM RESIDUAL PRESSURE 31.55 PSI NOTE B: CONTROLLER'A' SHALL BE A RAIN BIRD MAXICOM CONTROLLER INSTALLED IN AN OUTDOOR CABINET AS PART OF CONTROLLER ASSEMBLY. FINAL LOCATION OF CONTROLLERS AND ELECTRICAL P.O.0 SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. m No W, = = T Y2"A' r114P, 0 Et WIN VIIA VA M = 0/,, jjjr 0 71 T T 111=201-01, 20' 0. 10, 20' 40' REFER TO SHEET LI -7 FOR IRRIGATION SCHEDULE 15 -072!qo Uj 3 /4 C) _5 U) W If J: o r WVA F— LLI 2W 01 Vol LL ........... W, VZ1, VA P71 M VA NOTE A: POINT OF CONNECTION SHALL BE DOMESTIC WATER METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE 90 PSI DESIGN WATER PRESSURE 30 PSI MAXIMUM SYSTEM DEMAND 36.25 GPM RESIDUAL PRESSURE 31.55 PSI NOTE B: CONTROLLER'A' SHALL BE A RAIN BIRD MAXICOM CONTROLLER INSTALLED IN AN OUTDOOR CABINET AS PART OF CONTROLLER ASSEMBLY. FINAL LOCATION OF CONTROLLERS AND ELECTRICAL P.O.0 SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. m No W, = = T Y2"A' r114P, 0 Et WIN VIIA VA M = 0/,, jjjr 0 71 T T 111=201-01, 20' 0. 10, 20' 40' REFER TO SHEET LI -7 FOR IRRIGATION SCHEDULE 15 -072!qo Uj C) U) W W o W !s) F— LLI 2W 01 Vol LL < W<() 2 (-, 07 z W0 0 Lu of u� ti 00 0 0 DRAWING TITLE: IRRIGATION PLAN MAY 27, 2015 Dari APRIL 30, 2017 9 Exp. Date 0'p c x k DATE: 5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: mm JOB NUMBER: 1365200 SHEET: U-1 SHEET 5 OF 22 TRACT #7240 - STREETSCAPE 0 0 w LLJ F_ 0 w m z 0 LLI DRAWING TITLE: IRRIGATION PLAN MAY 27, 2015 Dari APRIL 30, 2017 9 Exp. Date 0'p c x k DATE: 5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: mm JOB NUMBER: 1365200 SHEET: U-1 SHEET 5 OF 22 TRACT #7240 - STREETSCAPE ........ . .............. I . . ............. .......... --.— ...... . . . .......... . ..... . .. ........... . ............ .............. .. .... . . ......... ........... ............ 36.3/ A 1 3\, ld� ... ............ . /A 15. 0 �,-'A 14 \1, /Al 5 34.3 lit ... . .... 17 33.8 ON 33.3 :0 7-111, 7/yt - I V. j/ 3 J, .jl Drawing, C.\Users\MikeMcDonnelINappdata\local\tempWePublish_5712\LDI-WD-TRACT7240 IRRIGATION.dwg Layout: LI -2 May 29, 2015, 9:58am REFER TO SHEET LI -7 FOR IRRIGATION SCHEDULE KERN COUNTY — KEY MAP 111=20'-O" 20' 0. 10, 20' 40' I= --) 0-2 A,., & - G.— I %-- I`..# W C) U) F— W < W Lu Co- C., c/) [—L m 2-< LL, U) C)< (.) 6 �5 W 0 002 0) LU 0 co ur) 0 Ld ?0- z 0-1 N < 3: 11 LL ca r - W C) !!2 I DRAWING TITLE: IRRIGATION PLAN . . . . . . . . . . . . Know what's below. Call before you dig. MAY 27, 2015 Date APRIL 30, 2017 ��� `, Exp. Date �� ap CALI�6 DATE: .5-27-2015 - SCALE: 1" = 20'-0" DRAWN BY: mm JOB NUMBER: 1365200 SHEET: LI -2 SHEET 6 OF 22 TRACT #7240 - STREETSCAPE W !!2 !!2 6 c4 ....... c� c� 0 �2 w t: LLI 00 0 z O LU Ix DRAWING TITLE: IRRIGATION PLAN . . . . . . . . . . . . Know what's below. Call before you dig. MAY 27, 2015 Date APRIL 30, 2017 ��� `, Exp. Date �� ap CALI�6 DATE: .5-27-2015 - SCALE: 1" = 20'-0" DRAWN BY: mm JOB NUMBER: 1365200 SHEET: LI -2 SHEET 6 OF 22 TRACT #7240 - STREETSCAPE ; ; " , \ 11, ..""., _1.x, ; vi 4, ,�,ii, - � A, , \ ., \ I I . - 0 9 -,, *1 .1 fi,M �*,.- I ". I.,,, . . 0/.� � \ ...,'-'..." 14�:il'-*eelmwm,.� . . jg�/7 . I 01". ", W '. / **, , *x ...... . 3p, AM "le-lello, .1 �ftft 1. ll.,\� I � ---- /mq­., . I .., - I � ,X, i � g;, .lv,� .,g' ' '�l . ... .....0,71"m `l.,., ft ft :�$r." - - , A. -M val'-ft"o 1 -( 7� ... �', , ,,,, ,� I -A he-,. f,,, - -1 - .1 "ft��. I JF v V (j/p, 1"',�____' "I., � "%i.:K I ­­­�'!%� , , ,,, .. ­�.. " I _* I �,.;. " MR " IN so m , . I --I. -"." . �- 1- / l-21_-114-. ,�� - -7 -, , _��/l * .. .... , , F, .,. _, .1 ;;; 1 , - I I - !://-/O/,,/-,/-//---///-�l/,//', - xl-"_ _.... _� � - -1. . . . . . . . . . / f ­ - - . .� '/ I "..'. .1.1, ­ 11. I ­ I 1� - . � I f -11 --- - I .. _... . . - .... .. I_ - ­ ­ - ""'/ft/,?ft. " I ., � ­/, .. Tl , _ I — : / I. , ­ _:_/ I'. - ; I . .. - ... . ­ " / � ­ . - ,:",, ,::;,.... � - ,- I - " I - " ­_/-,./]!�///��O�A� A .- - - . . ..... �:, . : - - - ..... , . , ., , ,, .I--- - - - "W . .. � � 11 -1 - ..­ . .... . ..l.. A . . ; - I— ­� , , ­... __ _..."'...'.7. " - WTW/-`///`.vl.l_ -&_ , "'- ........ :Z'__- .... .... __ __ ..'..'...- ,.,/, - ­ � -.-- ..,. - I . .1 . .. : - — - ....... .. I / , .. � 7_�­-­__ . . ...... .... .... .... I � .1 --ter.1 L// / ­­_ I .. ,: :/ .1.4. .., ­­., , - _.- �l �. , "' d __ I ". .�,�� , Im A ig .v 1117 .;�� � , I N . -. "I - NV i r/ � on No �� "W/ - _�l �1. . ft / � ,iw � 1��r / / __ ...... 7 -. I' , , I . I-_ I... �'.,_­ - "I ., � m WE VZ/// FA ✓sm ME/ W/, , Am 'Am , ..:..-. . ""." " � , A - ... . ........ . I., - I - , ".. ­ �' - �.�,/ ll�l . 'I. , I I 1. " , , = v// aw" V wwwwww" �_.' � I ­-:­-� . ..... m'- /_ , I J -1 llllW/~l , ­­", '7 __�� I - I �. _.--__.-_-,_,___ --- 117-1 � - � . rzmam"m­�:�_ - I .1, -// \ I - -­. ­- . , . � I . -_ -1 ... "I -1 , " �X, 'a WANW111w, � 7 -.7, - - -.,.,...,,<:__-....»..,,.,v.,_._»-._.,<.. '1;: �­ , -,v..". ., - ,4 1 ;�� --- 11;;/;l;�­ - � /r/a/ .-".-. wmwlm�mm_r� I. :��� � .. . ' - . � - �r ' " / 'r �I / ///' W -1. W N K'p W WA = MS W WA " WA Ml p/mR wl, rIZI, M = = W W/ , ., � ,� . . - ­ - ­ - I ,.,W" , , , iA9/r/''r VA mom"WWWW1 I / , . !�:�_ I; I ... - ........ ��.�/ 1--l- �: .... ... _.. ... . . - . ..... " - ­ -------'I--- -_�_ ���l�Bw����ll,�,�14111�w4vlllll,wjff�'XI�, a rA a = m p - - _. ,,Oxmmw,m._/ -a -.-.-----_-= - .. .1 - __ - . . I ­­__.._'__ 11 - I �, - ��--�,7 ��, .... .... ­- -...-_ - _-.. ,� I . - """' - , .l... - NW///-"/ I 1:-,-- v Iftft :�._ .1 1_,_._.�,� _.­ � " 2 , _­ - - - ... _,_,�, I-- I-- . - - , --1 I .... 1; : 11 . / ,/ � ........... 10000 - _�. I I " - ="�_­.__... , .'­ . :. � . I � - __ .,c____,___, . —m-, WAP11 , � . _1 -.-.--. -, ': . . --- -7, . . . / — , 9,MXR­mlm//mmvm, - ........ , � '� I I -- - - , -1-1 I . .:_---:,:�;,-_:.,*. ,.� . ! r---,/,/ _-K-- . - � . .- - ?-1m,=W111111mm . ��_� - _­- ".. I I t malft .... - ­ :Z,:., .. . .., - � - . - - _�// ----/- /_ ,,, '. / //�'�_ �.. 4-1. .. ­ .­- ftm�,_­­ ....... . . . 7 ,f �_ __ ! .1111 ! ...... I .... , � __ ,;-.. . � : -1 .1 _. . I - � I .... , . . . - ____ . .. � "" , * , 1 �1'1' ... � " I j _.; -_ , 1.w� —.--' ........ . ........ I,', ­ .... �.u�� I � & � Aftft -_ ­­ ------ ---:r . _, - _,�� 11 ­ - IT, -on" mm*ft ---- - ---- **' , ­­-­ .....­".�..: - . �� ::�� : ,� , ; , �' - �, , __t/ , ­ >_ I aftimuft � :1, I -1-1-1 � -­='; -.-,' .11 .. I .... . .. . , - . , fil . ..... .. , . . -� --"--,Z-- I .. ..... : .... I I , . _ - :=�-.,­,!- _--z,-* .... .. zz� .. -_ -­­­­­­*­ ------. ; - -­ ----.. __ .. - * ­ . . � . I . ­ , A ftluft _�, I .. �' N* .* - I .. I .: I . - , 1, :�: ... I 1-1 11-1. ll.- 'le�".'. '1� .---- ...... � -- -- ---- ­ ---- -- ,� - , - ...... � :*` .... I - ".. -1 � , ". I : .. � 'r ­ � ........ .... _ ... , 1�,. ., , " �. -_ -.---..---. � - - Is muft _ Z'_ , ".., .­:-­ --.,. -,-. , . - ........ . v . . I .... � I., I , �__ . .. � 'I'll . I :*_.�., , . � .1.7 I.,.:.- �l . T I 1�., , � � . *�.�,1, � " �----- � , 1*jft 'ammli;0ft . ...... --------- - ­­ , .. I , , I .. : , I � . - � ...... � . . , .... . ............ _� _� . . . 11 , --111 _. .1 .-..-.-. -..-:-..-;-. �-. - -�, - � '­ . � I , I .1 �, _.�_ " _ ,.. � , , _.. - C; � lll�� --: I . ��l , _ , ­ - ---.--..---. I P/ '.__.._ � ... �, �� * , ­' %, OREM mmimm _._ I I I ll� 14 __ -­­' � __..., ..... _-_­ ..... ... �'_f _..____t.__. � _,_. ­.- . , A-, :(-, ", -...---,.. __ ­_­ . ..... �..: ... __......»_........__... '..,._.­ .... P/ � / \7 mwm _. , , I 1` ", . 12 � _ ,� k,) "" ----.-.. �� ..... - I _.. . / ...... . x, I momm noun� ...... �� _......ate ... ,____ _�;­__­'. - ..... -­ ....� ....... ­_ . I ........ . �� 1111--- =. I - �., /­ � . P, " �.-,,/_­ "; / 0- I , , - ...... . �,, I e -1. It - . I. i 1� 1, ..... ­,__ -----.-,/ .� U3 s Cr . I 'p � . ......... Z-11, P, I - _\vlicp____.__. ." ---� t I U) \ 0 U) Exp. Date 0 c x % i: ("'), _- ---. / % 11 -p � �2 ... ...... ��_I_l '-- < () - ------ / -1 V.- W- - ., " / ....... . ..... " :.� "� 1. ___ x__).`_ �> 1, '%­ \.-..-/--., ", / -7.%. 0 C() - pI--- P, , ­ - * «._.._.._. ,%" , ..... 0- % . . .............. I'll - �� �,j-) 2- ", W 9 8. " U) I - , - , _,.._._.,__ - " l -'ll/ 17 11, . ........... ,-� m C) 0� �l &5 6 2 - 0 (D z 7� a) �> �-�- LU Y� ftfts U) to C%4 < -- -Jk ... , �\.(.�-.)/ - " ll,J,31� 0/1 ftft ftaft m (O r - s % . .......... V �l � ....... ftftft () , "',-a- . ".-.-.-. ....4,, , __ ...-.-/. I ...... .. I .... .... ftfta ftmi;m� 111,10 � R I .. .... ....... % I -"-, `------ ftaft ftaft \-0 //"`�ll C-1 il'..,..-..�.,.,.,?�"--'.—"�../ _Z_--_`- 40111, A """ -, /l I/ $ f,- / '. � V( J A- ,� ,�"A'ALD , t , '. fx ------- ,;--mllem ,W / , , I I 119 wev, � p" . ....... mem .1 � - , - . 1 ��� _-<.7 --- f � , - � / /.1 / . �_�,_ _/� - -, . ..r 11 - � / 11_ ��_l , � _­ , f / / ;� , I ___� - - --.-- V' ,, '.. -, I -,--.- -, � _-; , I -1 I .L * i.___ ­l_' .. - , 1. ...... "��­-",.A.. - I . .. - I ... . , . , .. .. .. .. " .. " ....- - .., - .., - .., - .., - .., - .., - .., - .., - .., - .., - .., - .., - .., - .., - .., - .., - - I ..............w...-....::- ...... . `�__�­_­n__....._:­ , - 11NAM MWMW'MWM MOMM UWAM __ - - - � - - —..,,.,..»:�11­ .... � ........... -, ...... . ...... ­­ Tii I\1�\ I, -i03 : lco ',*o ; f: I 1,-­_� - � : I I ­: - : I ,,, I S, I � ;� . .....� , ��, 7 : 1J;pl , - � s - - ..V.. , .. . ..... . ... . ...... _1 .... - .... I ; � 2 -­ ...... : : : . . ­ - 1;*--"*, "I'll" Irl'ift, ap, ";. . � . - Y.� 'I � , " � q/ V,/ , ; W ` ; I?4�1,,, .., .. / I - - . " - -�-- �. , . .0 ,,, I rl 'I", a I � " 0, I'll ... I :r ; I I , I , , 4 ft I'll l,,x II ; v ,: e/ A� , , I ­� " � : , ly / 41", *, -, :� : I I � 1� I' : , , , 0 ; , , I ... '.. " , ,,,� I � I I � , , �, " " -- ,,, Y//;, I , , - , ; , I .. , * - I I � I i 'A""'.J. fr- "". , � ��, , , 11' , . I 11 I ... -,., /I .;;"./ I'- ; ; : I . I'll � " � 1, . I . . I I I '. f � �,__ I I - . ;, I - ", , , '. . 1, j 7-1 - I ; I r�lr4 7 ... I , � ; !­_ & I I , /0 " /,;,;"_,- , fil . I I .... 11 *, - 'I el I � 4�__. 11 . 11 I ,�_,_, %., '_,�-- p4' , Gznj/ -2/m. -�` -J"k : -- ". "', "l, � "f , -;�., I K " � ", - .� " f . I : ... � , " - .1 I lr'"-,f* - I ", 'r - " , � I; .1", - I . . " .., 'i I - ".."I"e- " , .. , �, 11 .. .. ? .: ,; . - I i � .- .", ,.,rf-:... , Fe,.*0.m " , '. . e ;l "'. '! ... . / " ; , i� . I I 11 .. i .1, - : ; 11 /, " "I 11 11 I I , �'. " , i 11111 .. . I Aft err 7, �,�, I - � I , �' ";,: "', -11 , I f 11 � , , , ... I/ '! I , ,I;rv".f 1.11 / '. " �l ,f / .%4 m.1114 / , , , I " . , '. ";..,e ,� I ! K11 . , , "I'll. I 11""..: I - A, ... ", - , : , ; . -.� ; -_ . " f.- , .. , . I 't". ,; " gip....; � _� jif ll 16. . I 14, � - .19L 0: _/ , I �v,­ M// & � ..' f '. - I _ I � , ", , / - , -- , . 'T­��' b �.. � , ­ , I " : , - ; , �. 11'. � " I , ..�, .e . , �11 I � a / I /41 IF ,� . , ,I, - ;fj/ -7-, ; 1, " " fix -,' , ', -, J;� " 11 : / , , �tft', V/ �l I I "".. 11 ,/ , ft... I " 7 , ; " ?, � ; ___ . I .. ..... ; 1; -� - _ _ " - ;1_1 I I �Z><_�­--;�,p , P//' & 1% ?,4� 11 � 11, ; I 11 , I , � , / , 111. -7 11 p/l . 1_.. I , � � __. , , �, " - .� ". I /�,, " �roe. , 1 /*�P­13; NO ft , ; raff, ., 11 - 2, . 7 ", I , , ... � ... -... - .7�_ r �, , "111-11 11 ,v * . ... . ...... �� - -',' >,�,. _),� .. , . I r� , __ - '%­, 11 '/ ,. I % % /,)7 ,t-!-,;;--,� _1, � -;��, , I ,/,* I I ; ; - 0/1 - , ... . 4 ; I ��­� ; -k...- '.*, ., I ; I ,,, .­ . -, : - I- '07 �� - Off " � I ft% , - — .. ::W- , ,-.11E " ­ �'�' 'le""ll A - 11 , , *, , . ,; "1�1 _.",/ �1_ 1_1*m, IA _,�' , ,'f / 'I.. , J` � , I., 27 . � I.". I : pe g, � "r " , , 1/81F .�,_... 11 _� 11 .111, -_ :." :lam'I .. I, I , ,� �:, . .��, I 11 . . : 1. �-f . - -, ­1.1�/ -, ,�, \;' , - I � ,I� , , , ... -,.,,,..----W,&... ...., - a V, , " , . F%, I I 1 I , , r- I 11 , , , , I I . i,i 4 . I I . . �� I ,ft � I , -.,..;., , , , I . I I .11 , ­� -, " . ... ­ . - % ft/ [,_//)/ I -.1 .11- -._:"`.-­­. I , ,4,,)� I ,. ..:' ow/dl ; ,,. :--:.-- .:.. , .. -.----" "/%', 'We . 3,� 0`�li / I I I 1 7 ", !'r ;,,- " �­, ,��' .""I I , " , ,� ,; I -'r-;;; ­­ I � �_��.... ,_... I e,k,s,_,�-­,m "' .,W/- a ----.---- '* � % �l 3F 1, gll, '. �� ­�.. �"� j 1 jkr.i;,f. / "' a A,- r� I, " , -ft.00 /,. ; � , -- I . . . 1/ "' . � , 111. - .� . " oe . 71 - ,* '. ;.--, '. - " I 1, 4�.�'- - __ , I I ­-� 11 �",. x _✓ , �._ - I .... I . , e11 . ... , , . , "-, " � 0, . I � , I ­._.._ _-1- . . ..... 0000 assm P, \13. V, . I � II.... _ _ 5 f� 'A " "n, 3z % 1� M —4 0 r- � I a I'll- If 11,0.6 � � . -.- - .__Z.,.� - , , %­-----, - % -y% - - - -,- , . , \ __ -.--.—.— � -- .-,--' M �� ..-.X/---- . . ..... 7. L,) - \�4 \ ya �_ a \.Lp 1 X-3 - ,o \ .Lr s . -,---- TA I a 9 a LOCATE VALVES IN PLANTER, RUN LATERAL LINES IN SLEEVES TO MEDIANS (TYP.) NOTE A: POINT OF CONNECTION SHALL BE DOMESTIC WATER METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE 90 PSI DESIGN WATER PRESSURE 30 PSI RAAYIKA"RA QVQ-rr_:KA r'lr_:KAAklr'l Al 16 fl-DRA . I . : 11 .1 . - 11 . �'io 01A lii� �l ** � KERN COUNTY — KEY MAP mmmmmoo PROVIDE MAINLINE STUB -OUT WITH BALL VALVE AND SPARE CONTROLLER WIRES FOR FUTURE LMD UP TO CORNER IN VALVE BOX. (1) COMMON (WHITE) 24" LOOP (4) CONTROL (BLACK) 24" LOOP (4) SPARE (RED) 24" LOOP -:-:_:..z.. _* ,, 11 1; I / , � I : .1 4/?. .. , , I ". ._',.;;.�� '111M/ I ,/$Ar/,. �Nl_� ` ­� I ;l 11r, V, I _.. .__::�J_ _ ,-,,. .", '_ I III,, . , / " , " I I I I 1'n�. , . . . ,_ ,� " .... .. I :ft , , ;;! 11 � " 1. ... I � W _ *_1 , , 11. .. .,� . " . . ,_'4: , ��f?�, / m" .... �` ." v- oo �, -, . - I ; 11 � 11.111 - . - .. ; .kl ; - " ': ; il ! 1111 p -1 . I ft _ ....... . '­_ . ..". . _ " ,f � - I I . .. _ _... ll.'.'. 'ell, 1�01j I , � RESIDUAL PRESSURE 17.53 PSI ­ _.." " . I -­"'I'lelm . ,x . . " " � .�;, _/f ..' -♦ '-**-"- , , "'.. !'*, ; g ... Ab 10, . I 1`-.,�; , � , 111 __� ...., ..; I -/;, ", , ! ; ,: , I -1 " - .�_ .._ - -.;,--;.", --p I./ Y' " .. , , - .". , 1, I / .1 ; : ; 41 ll..._,� ,..�_ 11. _­ I .. ... . ,,,, , , ; __ _ `*_ . � `- - . f - '' -, - -1 / __.: ..... � - 1_�� I *,I -?z z&zv,----_ ,////, I , 7 ,' ;", � ,,, ,;�! & I � . . -7 ...... ... -, � �.. -,"I've%. '/�" * - 1, -" �, " " ,'�,­ "; " I NOTE B: , - ,/ . , . .... .. , " .'. � I r ­_ -, "I .1 `­ , , .. I 1-1 . 11 , " I '.... � - I - 11 � ,;", ­ ­­ -, - - ,�, - .. � I �'­ ___ I / f .!!; '% - - .,.,-,: ',,'/ .. . - _.. 1�w ft 11, t* 11 �p �l /11 _ I CONTROLLE R'B'S HALL BE A RAIN BIRD MAXICOM CONTROLLER INSTALLED IN .01 %10�' - '. I . i�:­_-, ­.- -1 . ­,- _,ft, " I .j.1 . .......... T' 11. . ... I I -­�, ­­.. gp, ,/ _, , '' : ;If-- v _� -., , � , W/ ;,-,.,,,, - . -,, ft aj7�-'jf/ ., , I♦­­,"-_­,� _­;­,._.- I 11. - ­­ ,-,, 1�'. __ I I ... W , " " 5 , �,,/ I , I I � : , f if- � ,,.*e,�-, ." � I f � �0 � '. 1�­''-­ - I ;�,A'*& -/.."W'.. lvllmmmvp,� - le" , - -­'. � -� ; I.,_ . , �, ,,�,,j�r' �,f,- & � %%�� , 0 '03� _ _. . .... 1, , I ­_ �._! e , I _­�� ;, . i I I . I I , �1?1. � I 1. _ �� ;Wr.�­, "'. 1. , �1_ ,.�� i AN OUTDOOR CABINET AS PART OF CONTROLLER ASSEMBLY. FINAL LOCATION .)".k All � .... .. �" _­ I " .11, - - ....��_'_- . ...... _."C�__. -­j__,�' I , 7'. ,.l..""', _":_,.:�_ ­_,�%__ I :� ...... .. , ."_,.._, . - . ;;, I.... I . , , _­� 11 I ­­ " OF CONTROLLERS AND ELECTRICAL P.O.0 SHALL BE CONFIRMED WITH � " , _ , I ... -1 - --- -z' � � : ��­�f %�', "g, OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. : 114�! I, '. � . , , , -.:- -----"*- , . I", �_�,�-_--'-" —fir- ... , � ­ - ." e ". , .1 . . � ,, : _111� 1, 1, I I , _­ , __ I I , \-,*. V:/4' "I, %% ­_ .__I� lill", �_;... ", ,_ _�, , .. . . . ♦- z:: - , .- I,- I � , ..... . %, '. ,7; �.. � �- /. I'll, . I "I", -1 -«. "', ... . . . � "I 11 I : . , - , 0 0-1. - .% � -. ,.,., . � - -- - " , . . f , , I >. ,% lk -,---- . ..... -I . . I "" AW r�', ',-. I%** - , "I '1/11 ! , . , ..I.:,- .-�-.,;.�._ . ­ " I.,...".. ;'_'-"� . 1, I/ I I f I � :,� " .... I . .- ­ � " � . ... ..... , _A.� , - / 16 "! !­�,V ` 1%410.� -,.,.--,­--­,­ , z� , ­­��, - I �.- k , " ", 1. , "I'll 1 '11" 1 1 ­ ,I' ,..,. -, / 11 I _-, ',' 0-1-1 _. � """"... ­� . . . . . . . " .-"4--- . I %,", / � - ,� �%­ * 10., , """..._ . .: I � " - .�:,_ .. ; ; , , '­.' - - - - - - . . . . _ I - __. ,.... - %%. , . � 1, ..", > I , ` , , .. I -, " � ; N " W. REFER TO SHEET LI -7 FOR IRRIGATION SCHEDULE Z, - (.ks ^ I *11% , 1��--�--:�, ��_,_--__-_1, ", '_,; I "I _,�,, . __ - I �, 1,� ., ,-;, . 4kaw _,:�, - " , ;$ - _ . , i, ,,, �; \x/ , I ,& � ! . " .1 : � ! ,... .. .. �� ,._ _.. . , ; _ _ -� .. " / 4 _ __ . t, . , Al ,­�� , ,/ , _ _." I - I I �x / / ll� : . I '.. �I : i- , e...,e ..,r,� I ...... . "' -, , I ,,, . - ... *% . *1 1.11 �� , - , -, 1.0 " , 011 '3�1-1­ "',_ - - " 3 -�_�_"� \ �" * 9, I --t-.- " "I'll, --- 1-1111, ..... - " . . � f,�,­�, �Q-- — 1*14* -­- -.1.1', I , . �­­ " "'. �_ / ' '. .I.-- ., , � _Z B3 , \_ 11 I : je, ", �,,- e, " � lyll : - *�- I �1/ _N, "'I., - ... L.,-- . ; I � �- . �%�,< ,� : . 11 ' ,_ ': , I i i. �l I � - - , ,* � .k , % f ,,. - _ , ; � , ., � ,-"';"� .,...,.:*, , B4 ,.265 _., ­_ ---- ��� 4 � . 11 '. - , , I I , " -, I - . $ It .,,� " I 11 I 0v .�, lf,D-W ,-rl v-/y— le — - " , 1�111,1%.- ­­­. �,�', Fa W, Fe;o , 4111 . ... ... j " __ ! � �' '. , .. - 1 I- � \ .';,, - � ,� q \ ly2ol / r I . _ Lf­�:--\- I'M. a Ex W, mg, so ?� -.--,.., "I , ­'11-�'I'l-, .,,,,,7 IAI!�Or I "W-Iffl/w, m it, I 11, - I , 11 . � I ? I � 7 , - ",-,-,I/ / 0 ; / V." �IA , ': ­.... .1 ".;w , � 11�11 IN Wd m a . . , - . ,W � I— V v , I mlz AM I - �" . , eP 1. I—, I ftftft I I I� $ 11NK I, I . I• ft __ I ­ � "---. � I�Mwlftft W. -mm, W/// IV In a - .... -� ,;--mmmmmm, p - 1 --ft , , ,:'-,, `11� .. .... , I �� / �___.'l ;l , ,,,, � 1-111117-1111 , .__ i \ 1. e I I'll, I ;;A_�_ ,r`'``"'-- \ ! - /-------,, -1 I .\ ., L . .... ­. -­ '. I ll,_ ­,_W - ___ im�_ % '.. " q - I . I I I ­�_ �7 I ". %,,. -.,. f .11 - — ", ... I ...... ..... .. , �11, I ---,,,, .-Allm .l.l.". I ... .11 I—- - -- - --�-----.-.--I,, - /�l� / ..l. 111. , Tlar", IF. / 4 ... ,ft I . ", � . ,'....- .. - =7�1 ­,_­�;­ -�­ - ... �, "I - �0. _..' , ,__ � . , -m - �!__�_ - i (I - -- I I I "*** 8.00 / B33 \ _i' . . . . . . . . . ­.'...'., , , � I - . \ ­ . .1 11 _ I , ,_ f - I � � I ;j ., __ *.- _�-1_1� � I;:: — ; "I.- -1. , - . ., �;.'l � , . -.­,.----.". ,-' .1 I ...... I .... - lllftft _11- � f,i•"...._". 44% I - _._-_,.- ,A�, _Ift' __ . ", "I', . � I I -1 , , 1. . � . , . / I -11 I /. •---- . �: , W, 0 0, W, \ I �..., . -, . 1, 11 � 11 �_ " W �� ft � ... � ... 11-111 '. . .1 lll�_" . , - , I'll , ft '-ft 0104mm \ --- I " ...... . 11,*_ . I ­ . - � .." __ �l I mWftft_lWlWll, Am in W/,' I . - I . . . - . � . I I I � - I ..._.L.- � 040* i of ", - --- --- - . . -- . " . . I I ".. . ­., . I :;; --- I- "I.., .. .. " - ------ I __ ..... . _... � ,_.,_--­,-�,� L -------- I I I I -4--_11- 1 ­ i 'a Zm rA m M, W/o r//, //, m m W, m W/ F, P. r/j/ */, , __ .... / ­ - , . _ .. . ...... .� - - , , ...'. . � I � - , \ --.11.," -111. ��- �� _ Y1.11.".., __ _� . ..... . I , I -, ­ ��,��_�.---­-�, " " 1\ ... - .9'=_7;_o-_:�,_! � .. ­ I ­­_­_�_ I- _ls�/,W/11. M, " -1 : 1- - � � , ". " '. -� ... �­ _Z_.:��-_--� 1� � .... - - -:#",---,..--. - ' ­.. , � , '': .... � ...... . .... - ,__�; �, . 11 � ! �---f', ­­ _�l - . ... ----�:- , , "� '. -1. I. ! : � I .. ; I I I I =��, M7_­�Ilopllll .".1.1'.. 11 .------- , __ - - -.1 .... �---�l - .... . .. .,,,, I I I I __ - -1. ­ _... i".. , I ", __ -, -___m,_ ----.'.--�-,.,�.-Z:����-,�-.-.,- ,-;---. * .. .... � ... ­�=�� . ..... ­_� \ ,_ � 11. , 11 I � . '... .,.. 23.5 /B34\ - � .... . � -, - t - -Z.- ..., - � I - I snaft . _�, .... . ........ " - - I I I --- I , I .--.-, - � ... . - � ........ - - z:z=.,..__..,_ ,e­_.,� __:�%. . - ---. I -I _ - - - :4-1. ... , , _____ _1-7 1 �, I . e - ­­ - � - _,!­� ----- - �_ .., I I I ;;=:_',.;z= , " . -1 '. -z,_ I - �.. ­ . - 1�1 p ", I .,. ­ ­ % ..... ....... -.-.:: . � . ... �­­­­_..., ................ --,--_ . . . , . .� .,��.._ 4 ".."..... - .. 11 - " l'L."",�'__ , ., e __ � ­-,� , � ,,---­,-_,_._ " .... �, . ..... ., , . - - _7_� - _� - In _�_ ­­ , __,": .. .... . .......... . . -_ � . , -,.--. - _2 ­�! - ; mum seem mumm - .,-..-. _ � - ----.-. mumm $ ----- - i t " � ft%%W,-,,. - I , , \ 1 Y2' / - - :�, 1801ft Room ----.. � � - - . - .". -� . 1'1��"",/_�t_ Z - , - - - _­ _­ ... - �� ,------, -­ -_ t : , .�,­_- , I , ­ , : I I _. -1-1-1 I � -,----- , 1, ­___ I IvAll"mm"m ------.-.-.-.- - ..... �_­ � ­-___� 1,7- . l,'-_ _.�,_'__-.-.. _-�� * ..... . :�,: �� -, : - - - / ,_.zz�y_� I . I ? . : . � - IM4411 I---- . � - -1 ........ I .. %% - . _�'.._'. 1- . i� ­. � mum ft,ft man _T? - =,-,�-­­­ - -::.., _�_- --_,-, I . -1., ,.-" . i _ -,-,- _�,.- * I " - "-,. - ­. _. , I , " .. . I _'. * . ....... .. ��. I � "I, -1111, ... -.1., ♦­.:Y�'- ammal momm -,--..-.. - - ­, , , L . . . - �_. - - . , ­� � . . . . . ..... .1 _.. - = 1­-=� - I .., �. , ­"%, :;61� "" __-�­_ I I ....... I I -------- I-.--.-.-. - - _ �­­_­ � -- - ...... /// f .." -------- : , : ... I., ..... .. . q1*ft,_ implip ...... _., :_ 11114, ;�S-<"­­ . , , , _1% . . , . . . . . . A / . . >l. . : . "" .... - _�_----� I , 41, ,��� , li�� � . - .... I ", /�..* ­/1/4*� lj'� 1. . . ......... No= Oman Mown _ __ * ..... ...., - . - , , , // ............ _ xmmmmlt�� -_--_-'_l_l.­ - - - , �__,v_-_-_-. .- ­ .- .- .- .- .- .- � I - * I _ -_ .- - .... I ­....; . I - - . -------- ­ - - _... . ..... ....- , ..... . .�.____... ._._ _ ... I., % \ - WFAW mono MUM 0MMM MUM 1. - - -.:ll ... . ............ . . . ........................ ... . ..... . 4 .... I "I, . � , � , - I I . . . . - I - 444* . 11111111-l-," " "*­­---­-'._: .. .. . . . _ ­_'. , - `,�%�/'%/,�- ;e � ... � . . ...... _ ..».......,. _. ....... ­­ . 4404 \ ell .. ft "/"-,/,/ ��-- , . . , 1- I _ ... � ........ -� , � . . 2 6 3 A 35 N ... ,.--, . , - - I - ----.,.. .. . , Y2 " � m , . - .... �� _ � . . . .11 .... . I I / , / ,e , ....... 1�1 "I"., -- — / I , " ... � %/�___ .. , .. .- I ..l. I , ..­ ­_ '11� .- � . ­�. I "-,-..- , ­ . /l/l/&l_,m* ;�i��_: ..... I -, . . �­`­: .. ..... . ­,­­-, ---:,-,:- Ill I., -''-,-*-I--.- - _ \ T-1 " \ , Is Vcp PA - vft. . "I ;��l ......... . ..... � I \ I I .1 I ._,____ll. ­_____-_, \ ,-�,�v 0 1 km � I "",-, ". '11-1.101 , -�r , X _� fto "Ift- � ""I ----,., ,-----,.-,, ' , . ........ �. llt� ' """' � Ift, ­_ . / I ,ft/le/l/l . � � 0 " ,;. / � .1'.. ip , A, v 4 4 / p '/ � //// i 1 Te A� / ,,� P/ - 0 st k x " . - j ` � i/ ...;, , I&I-111 ft - " I I ­ ...... _ ..... I - I C i11V'11%f1"11'0l", _ A /, 0 \ Lp ; wee .... -1 I.. ...;, I ___.- % %, ' t --_�� ftaft " v, rwrl - 0 --- r \ -\ , � I 11 . ft, ft ............ - .- , �, 4/01 I ___ ftftft Oft* I ') I / �� ".. ­.." . I I...., . . .. , * "' � , /.1 - , "' ftft ft i - I \,- , "I, . - . . , � - 'It .4 % � 111. � "I, I 10 I � - _. IR , , --.-..- - \ , .�.-?..$ I ­­­. _­ _911 \_ " I i . I , ­­­: .1- I 1W , ­­­ I , 11 -11. ,;�,/ i,�� mo ... _" . . . I _;�, -,�­, ...... ft , / ..... - . I . .-,-f I ,-,---.,., ... 11 -'__-___-1 ... " -1 "I -F \ '0 , - . . I . "�; , , , - I - _ _'. " .1 ... .... 1-1. . K All.. I & -I,&# _ 0 rp ___-, __ I , .." . , . -1 - . . . `�-__._ � , . - -.1. 0!1� ftAft hrlo ` _ " -F '--" - �".7 ..... \; � I Jr:1, Lzw �11 �' /0 , lo A -.-.---.,-.-.- 11 ­­­­.".% I ./ _� ... �11._ � .. , -111,11, - ,. .;., .1 11-1, � . , - .. 11. I " 'I I I - 7- . . �� ol� ­-� !,�, f�'-­mw/ I " .,,� , , , � "ll/lIm/l. � ��___ -_-1 I 11 �..­ , . , - . ­_ _. I . . __ " _� . . _ - -.-..,-. / , -k , " . . r. ., I 11.1 , - .,- ,� 0 , I I , - , _ I '11-ft,ft-l". I-- I / I 1- / �, ... ..... . �'­_., I... I I � \.,�__ , .--.-.- � " ­­___� -.-.-.- I , - .-..,-.---. - -...,-,..-- - - -, \ ,/,� . � _,� 1-- . . I * ... _.... - pl. C -J I ; p .,,,e.., I ... .. . .1, - I ---.--.-,--.--, , 44, & , %.Of ,,q, . ,__._____ . . . 6le 0- j , ,� z , - r . ., __.. _.. I � , �_%l ----i , , , , . � . . _1�1 \ , % 17, \ �a,,) .." 1.1, �p_ '� `,,� ­� - 'k , rfj > R / , , / I , , &/, -,-f4-,-v, --� - '10. /// "/"# I , , / WWI ftft , / ­­_ ,� 1Z , , 1, � ;, , ". ;;�, - � " I -.-.-.- - -.-.,-. . . . . A", I , If , , '. ­%' &* , , ... . . ftft r m "",/, � � , _* .. . - I , Aftft "fta ft. / " a, " .. . .. . .... ___ ,T\,7a,, .W,. - . , Lj / Mlmv -l-, . __-___ / I ///,.,.. , . ,-",,. . , , - . , . , , . I—., '. I -.-.---, - ­� 7;3� ,V . . ..... ............ . - - --m . . . . .... -- I ./IA/I" I -2- pm,11m*1 ap '.. ... 1. I - - . I . . , ........ __ tE m , - / * "' - __ \ ......... 1. I / , 11 1*4w, - . I � I . I - , � _l> - . -l.`__-l.­' . . . . I . I � -/---.- - . I ::,---l ......... ......... `:-;., /1, "ieft , ft ft 'W , . . f .- ... I __.�. . , . . . ........ ............ * .. .. I ...... ---.-.-.. - . . . . - 11 W-/....>. . , , "_,; -- -------- - . . . , � __ ... ... � \ f r I m ,, . . . I 1 011141, .--. , `-, . . . . . . _'. ... " . .- ­­ .... \ I/ welmel. - I -------,. . . I . I ­ I . . . . _. i ........... ___._ .- . ..... -0 . . - .. _."'. ., f ___ ___.- I , , . I - ­__ .... .. __ ... __ ...... .. , . - I I .:-.,... � , , . � , . I . . . . . . . . . I - . . � . ..---- �11 :, , ;`moi" - , ft ft . . . . . ,� I ­­,_,­-___ ,.-,.., � . �� .. . _: . . .... - - - I'll, - , %0_4111_1 .11.� - *W — __-, __ I , I- . ... ... . . . . 11 . __­__�. 11 t_ , — . .-!-. I . , - . - 71��l -- ,_l _�_-_* ...... -­,-_-_..._., � I I , - ,-. - ft , . . . . Alpal 4/ ""'. '. --- /1. __-­-.-­ ...... I ',---.--..-,--.-.----.-, 0 W* mmm, ... . __-�-__� !­�.,­- 7 , __ - . �'�--�,�----,------..-.-.-.-.--.,-.,-. 9 .,//�/,,, . - - .. ........ .... . . . . � I I " . we'llm-11- - I -.,:. . . . . . � I . _ W, "--mm, � --------- . /.1 I , �' -.- - - "�-��,, / . - ­ - - . . . . . I ,--"-.--------- ,4 - - .... - ... 1, . . �. ll_l:,--/i_"�._.­ .., , � , , ._z ___ ,.W,� ___� - . --,,:-, - . . . . I .. , _­­ 11, . -1 . . . I.. - - I- / I -.---. W, ft 'll-11m1w,, ------- , .--- . , " 09 r , 'Aft , " - ,,, ---- :( -11 -.- -- ---. _" � , Ate . --.--. &V I/ ...... ­ . �-,--,__�_-,l._ ,.,,,,,* ,,� ----� , � - .el , , - ..... - __�- . *. . - -- ­ . - . . � . ;�l : " r . I : - .- - -.-. __.._ ... .... I----;(- I ___..� , . - . � � � ." . � ------ : I - / f -..-. ...... _._ a . . - J, , , . . -.-.-.-. I I 11'-/--,-/,/,/,/.. ,-/,- , - — -,----- �l � , : 11 ftw �_./ . _-k-,-_, -.1 . . - �­, ­ 1 , � i .. - . . . --..--.: - -:"-,:";/-, _;­­,_.«.. , / - - , . . ----. , ,_:=�� - M. AV/// � I - � � I . - I , r / _ � � � $ 1 . . . . � . :_-1 ---------,-- I ,-..,--..-.. f log;� ", "/o/ftummas ;e --- . __,.,.- . - - -�, ..'? , - . I . - ".. , , 11 , 0 ft, � I - I I MR, a , / � �.� 1*�_ -1 ...... . . . I . . , , ­­_ " _.._.._.-_.-­..__.._..._ I , � " // f ----., . I., - :1,41 .. - � I - , I., .- - . I 11 -.;--..-..-..—.—.—.--...--...—... -...,,..,,.._..,.»,.^,.-.«.....»,_ ­.­­,:,:�� ...... . ....... . . .. . ........................... R , __ -..-. ... j . , ­- , , , " -11. . - . . I 11 _ , � . . I . : ,.­­� ___ I , V/ //- ... ,.... _,�_ - . . I . . . . .. ­ , ;,- - -- � * . � . 41L, r � -, � I -.- Ltdf 14 VMS V/,,- ., --�:.. - - . ... .. . . � I -..-. ­__ - --- , , __ ...... __7 .... /---... .__R.'�t­ . ....... ....................................»»_»»,.», , I 1-19 ft " " . ' , r.1 I * I . . . . _�* - - _ /1" , , . - - -.1, , --I- ��,; � , . . - I .... ... . . . . � . . . - f ----.../- _71-7-Iq - ; - e I I I - , . " . I I . . ; . . ,� - . : :. . I - --- , I W ­ - �_/.... � I , . . , . � . . � , .-- , , . I , , � , � . -11-1 . , . I I - I I I . vir ; .r_ , ft , M. '1111-,Z __*_.�, , . / f 1 p.,", � -01 , *i4� I . .- , . � ­ * " , . . , � . ... :, I 11 ._,_../.-l ,;. .... - I , I . �.. 11L, , . " 0, ,'�' �- I " : � ,'-, 4---- ,--�, . , 01, f, , ,/ '. — / . . . . I .... ;._� . . ...... " _. ___ . . � - , , 11 -­---�-- - ., - - , . , �, . � � - I � . .. � , - . . I - 7 _.._..__..__ . .... � .... ... - - ...- . - I'll, 1- . I I ; __ - . , . � :, � �­­­. .- . . I ! J. . . , . I � -:l . 1. .... ,�. , �. '�, -, . ; 4_�,-,,L�___ , - .. I . . . .. . . . . . . ; . ...... I '�, _­­;��-'­__ I ­: .. ­ . ., , I . .. * ��_ . "'. . . � . . ­ . . . . . � . I ­ . I .1 _... I . . ....... _�-­­ ............. :...---*- r _ , ,� ... , . I � . .. I . . . . , * . . . . . � � � -.-,:-._ :i . � � : ;, , I . . 1. .. . .. .1 . ''. : ; 1. � I .. . , �, , e, , . . I., ... I'll ;j - _ _.� 9 vvi , 11-�-1.1-1- �1� -, I . . _.. , - . . . . . . . � 11;_-11, ;; , **,- ��� - . . . I 1. , ­ ­ . . � , " , . . . . . . . - � -_ _._,� - .. ; : I .. . I . I I I �.� . , , . . - ! " , . . - . . *-= . , I I . I .e.- 4_� - , I .-..-:... . .. � . .. . . . I � . ­ 1. . .0 -, .. d-1 � . ........ - . . i , -:--.- - . . . . , - . . -.1 � ».._...».:_...__..___..».,,..... '.'-,-, . I 1. - , , 1. .. - �,. . A. , I I . _____,__�,_.___:_. :r.....,..» ..., - .- I.% 'I....' * .. �: . I . � I .- I .. ­ . 1. I I . - . �,� ..... .. �,.:.. . - I - � - /.. !4_1--_� ...... . /� , . v I .. - 1. I I ---- �-\� ....... -­­-/----:...__,_ . . ......................... z.. --l- I , I 1\ I " 111. . I I a , .. .- - / . ! ;,il , I I . 11 i V I I . 11 . .. . .... ... 1 I . I I .. .... - � I ".. . I 11 I 11 I 1. I � I � . I I ,: I i3k:l: e. I I . I I L-�. __ ­�, / I , , I - I rM ! -10 3�_- 3�.-,-_ I... I I I , I , , - � , , , - ...... . - I" .. '19 .; - .... - � " , I --- I ill.�;= I'll,.r- . . �� i� ... _..... - %- �n! 4,,- - -"-- il-4/11111-ki -Fi-11w, __11 .... � I.. I", i I � "" -:e::,.. ... -- Drawing: C:\Users\Mike McDonneli\appdata\local\temp\AcPublish_5712\LDI-WD-TRACT 7240 IRRIGATION.dwg Layout. LI -3 May 29, 2015, 9:58am 011" a .1 I ..... ..... I I , ......... ....... . i / T, r", � r. , - , � 10 F— W 111=20'-O" 20' 0. 10, 20' 40' Ill Uj 0- I � �_, s toC:) < . I 0 * MAY 27, 2015 . * U) Exp. Date 0 c x % , �2 W < () W- IT W 0 0 C() - W - �Z;�: F_ W O 20 =., -. 8. " U) I LL CO � L�u :� < ") 0 < L) � 0� ,-� m C) 0� �l &5 6 2 - 0 (D z 7� a) 't LU Y� 0 K (o ,_ W 2� af U) to C%4 < 11 LL r - rl- m (O r - F_ () < W � . F_ ;;: �v C, I � �_, s toC:) m * MAY 27, 2015 . * t�� Date � APRIL 30 2017 � � '% Exp. Date 0 c x % , �2 = U I I I I - I . I I Z 0 - 0 > .1 - I .- I z . 1, . V � I m . D 0 M D 0 - �- . LLI 0 0 U I 8 0 0 � . I I . I .. . I . I . I .. I . ;i 2 1 > I W I Q: I DRAWING TITLE: IRRIGATION PLAN \1 SC p �v C, I � �_, s toC:) cl * MAY 27, 2015 . * t�� Date � APRIL 30 2017 � � '% Exp. Date 0 c x % , DATE:5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: mm JOB NUMBER: 1365200 SHEET: U-3 SHEET7 OF 22 TRACT #7240 - STRELTSCAPE '106 Lyn. 0, Wl at, 00 ' A m "ka, ft 04 NO , /* /j xx/ Z 00 7 _4 J. aw ..... . . . . . . J'v /I %%j 7's FH `Ov/ 4, 00 o-.1 .4� .. .. ... .. .. V, J 7, & ---------------- **% . ............. " /11312 \31.8 . ........... at jyll 4, .. . ........... 23.0 B27' ........ . --- 11.0 B28 e M POW Drawing CAUsersNMike McDonnell\appdata\locaINtemp\AcPublish_5712NLDI-WD-TRACT 7240 IRRIGATION.dwg Layout: LI -4 May 29, 2015, 9 58a k, LOCATE VALVES IN PLANTER, RUN LATERAL LINES IN SLEEVES TO MEDIANS (TYP.) �7 If —I B9 33.0aft v ................... --- 1Y211 7, N . ............. �/ _.«.:::z::::Wa jr/ Nftft ftftft ftm* j OF, 0 7� fteft J .... . . .......... D kl� oft* Ar . ......... ...... �132 40 ......... 2 m em v mo� /4 fin /47 V/11 waft ftaft 4110 -- KERN COUNTY KEY MAP 86 X140 31.3 .3 m m --i ua— r 27.8 B32 M 1Y211 M zi i m mum mom ry "Orr am= -A i noun mmm 7 . ........................... ---V . ..... . ...... . . ...... --- — ---- . ...... --i .... . ........................... 7771; ff ........ . . . ....... . ........ . K . ...... . .................. 'V M We/ m ................ F. W/ Fog 0 a cjj�,/4177. ............ ; �. # DI -1 �Af vv jv 0 JR K 1 N" -4 1111n, J 4, B30 1.50 .. .......... f� ; t� `; ' ._: *"'''k B31 15.0 0 1p% wl. IF coll A 7 4 I y Ij P. i pj z e Ari, 'T ki I�IW,.T 1'-20--0" L 20' 0. 10, 20' 1W FA wg r REFER TO SHEET LI -7 FOR IRRIGATION SCHEDULE Uj m C) i2 W W o U) F- Lu Lu w 25 08, U) LL 0.-- T W < (9 C) 0 Q z z . 't�e LU U) 0 7 W OZW IX) N < LL U - Q H DRAWING TITLE: IRRIGATION PLAN Know what's below. Call before you dig. * \ MAY 27, 2015 I77tP0,20 0C� DATE: 5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: mm JOB NUMBER: 1365200 SHEET: LI-4 SHEET 8 OF 22 TRACT #7240 - STREETSCAPE m i2 c� z 0 Z w d LLJ F- 0 0 0 z w m 0 LLI DRAWING TITLE: IRRIGATION PLAN Know what's below. Call before you dig. * \ MAY 27, 2015 I77tP0,20 0C� DATE: 5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: mm JOB NUMBER: 1365200 SHEET: LI-4 SHEET 8 OF 22 TRACT #7240 - STREETSCAPE KERN COUNTY - KEY MAP ¢.k: I .y/i,,,a: M% � z°''%kvaC:saRK �'�°,..�a,,f6`f / •���i aArArHrrrHA�i,,• ;>r ,,,�t' �� �"✓//!` �r'P///i � % `!'/r 7/, ,,,, `::.: (r- ( - (. »,» 1 ` -.� -x� `� ✓/Ar it€!!//il/, i!/!/!!/!H ».. ` /r, a a%li a `PIA /:,:..�-Ff,,:,/ .�'`"/,��._.(_;�;'(,�:q,�„�.,, �.•, l J/--�f,�/f--:/,:_;(.-.:t:<--(.,-._ /r:sraHrr�:�HAr�a/�.,.liiHHH� �% !I 1� ....,1, �%//t. :',' ` /Le ° "... .r,I—; % ../I%%HI!/I%Alf/moi' 'A%•-•, r�„'.ri, a % j, r / Vii;.... �:_.... ,� ,`: ;..... . < :,......._.....-. .<` ✓ �- / t i at , ..,_...._...._.«,._.. a 04, , ..................»...`._.r..' ._-, .>a....:._.-.....,.....-. s. `! :.;:�/AiA/,lyrrrriH//Ai �"".. � _................._.. t...... a —- t ...7AAHH/ , ',,:/, f Amy 9n /� "�' k,, ' .r. _. . •^��:�:• --...tom _....__ . _...^..v. r E M... r � � r ........_...._. .. � �` '., I .'"-^,.. HlAH1iA.HA�.s'!H//H Wil% i ,n � � ` a ,c4 ( :( r z � stet G - < •t ..,._.......__.. ....,, ..r. .�.. ..zL-. .,».,. : (...-tet. (i`---�(.+-%;(,`y :/".�:tt l_-;{."�':`:+•iAHH ,.'. ( as t 1 /.� t.. ,.^.. /Ai "�/%//"�._ �/�� ``r�� r.� '"/%/i, %//%r, /ice : 'r�/.� 'y/,, _..,,_......._._. ... . Noun �� HA n� _._,.. G- , l t i it/HAHH a k d 'Y Y : •s s noun rim »mmw»nv,t .«....r / t mown B 18 \28.5 .....,..._.......;.;'n..,.... � _..� m.....__..l , S a v �. --v n , .. y x. --5 «< , Y s, SUM �t Ile - {: � 1 a / r �� .._... 1 B 17 '°4. 16.5 .... _...__..__. _.._._. �,... ., _....w. w a_ .V < a.. ry n., k �.. q ;amu. tf < •.. MUM M .... _..... B 16 30.0 nwo ......:... NOON �, • B-15 15.0 f , _... ._._ k w.._...._....._... 11 B21 5 r� ! 1319 15.0 »: �.:::.. _-.. _.. _.. -... __. _ ._.._.....-...__. _. x 9"u� 1 /2 14 B 1 : ` .»B20' 7.00 2 «...... , a ». . ..! 1 /2 .yf "., „lrrrrrr,, 1 �� � � 0 1313 27.5 _. . ,, ri :..»»:.w»»»:3` ' <� 1 % , , '`'/r, lx 1 /24`0 1 �2 / �.;, cp. y r,,,lf _«. ..., m...._.. , », _.. _. _......_ . ......... _.._« _ _ ,'hr � ON" MOWN '' ~�a�:a/1rHr/ ' . r ........._,... .. .,., .._ ._. . ..... . . .... .f a '. �...... »_ ...,. Y + ::......._...�,. . . ....... . ...._. noway, r1. .. . .. :. __.._. wn _.._w... _:.p .�_.., ..._...._...._....:_........: •rte. 31 8 : B26 N. ----------- .:...._......_ 4 2 1MUM INAWA t •... s •:;.,rte ........ � � �-S /��( vti(, .. jr! �j �i w X Lr/r {' MUM �� F an" now ..� ...:......... �N 11AWAN Nor """now a�/.'!/Ar..rHliiliti',�i:�� ;1//H-�'jj%"AA6/A:A�HH/A/l/1//�!rH`-+:�--'ls--���� 'l•--.-.«.;v:._...._..'�._: "�}-�: ._:.......,_..:,<..._.: _.....»....._............�...., -� ' f:v. ....,,. ..... r"f t i �f�� � Y "�• ...._^,.......�,... a ry-• 6" r /.mak //%i'1 r r r .</.,//A/•q�: Y• �i--- _.....,.,.«......n. i i r.�� .. ... �i'.k / /'% '//rJ./A, ff`'`�•`i1 � � ;'v»J /iX:%/ {"� t :(j'�•��' ry':�� ...� .<d i % /. ' Y Y' I/A1 ' `"•...:`; `•+, ' r' ! - 4 v 'x?.'. �, 1 as , !� � �. � �.fAi/, � '! � •,1 :(� e�',c 1 as .tt �- �_:..:.....;�,....,,... _ ... t� #� r 41 k !'"� l!� , �. 01, � i f !! l as Y Y W '(,:��`...:....,�...................:.................. .,:..,.....,...,.,__...:... IV ,,? 1,r' \, ..�'•,.. { (....":_...�.� ! /% a y 7rIAfH//AAHI.lh/.CGYHH/!/, �AlA//lJ/lam' a I v'S1'/./�i, %1% `�i/.J/r,� . .SfIHH//ArArAAH,f'////H/A//H/ AllAArIrAAA/Yfi%/!, A .a ar, F- VIVO Y}' f' f •'Y' ;(`,,, f ! / 'r!l/jr I �+ v: . NK ,jj -' #a' j %NOTE: 'T' CONNECTION SHOWN WITHIN tj ;� hr PAVING FOR GRAPHIC CLARITY ONLY. t b ;f,'f/``J= f f` 'T' CONNECTIONS UNDER PAVEMENT �..< Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_5712\LDI-WD-TRACT 7240 IRRIGATION.dwg Layout: LI -5 May 29, 2015, 9:58am ARE NOT PERMITTED (TYP.). 0 Z 111=20'-O" 20' 0' 10' 20' 40' 60 = = I I REFER TO SHEET LI -7 FOR IRRIGATION r+ SCHEDULE I —I m L.L U W Q U W V N Q O rn LL w W M O '^ vJ LL o Oaj� cp U W�0 z Q Q M 0 LL p�j 0 Q Z m u LiJ k- 0 — W V 04 Q 1) LL U a m U a 0 Z 0 w z w U Q Q ti Q m � r W o F p o O W m z 0 co LU DRAWING TITLE: IRRIGATION PLAN • Know what's below. Call before you dig. * MAY 27, 2015 Date Js% APRIL 30, 2017 Exp. Date Q� c OF C AL1 DATE: 5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: MM - JOB NUMBER: 1365200 SHEET: LI-5 SHEET 9 OF 22 TRACT #7240-STREETSCAPE. : i� � � ;%r'.; ''%Ff� �'��< :F"� ��//:. 1.9/Jl///f� '%"'i". ��Jr: /'i, %lfi, �% ��:'f!'✓/f//l/J/Jfl,'fJ/Jlff%l.s!.�` ���`r./.�Fi'�fAeGf,G.GUfff,Gfffi/fi7i/G:S?..�ci7./.r .. .. jgKy kscww �J:,m_, rn kyrwV V4�.vi/% Ii m U 7/! � W Q U W x COa J W_ w w - ~co ��M _. ,I �4 U ._. W U Q 2 (`7 ON p Z 0) W Y 0 c) �Z� v. N Q I',—ca 0 ry .........................._.._...... . 2.50 C1 8.7�5�C2 SOON ED E3N, ,, n Aj 'y2U IiJJilc — .:.,.... ''I li i. Lam. i L ✓� T S _..ry /!////i ...... ....... . ox, me, /,moi %% I%J "/i/`il `'�`%i, iii:. %;'rid � � '``fFEr � i� � � ;%r'.; ''%Ff� �'��< :F"� ��//:. 1.9/Jl///f� '%"'i". ��Jr: /'i, %lfi, �% ��:'f!'✓/f//l/J/Jfl,'fJ/Jlff%l.s!.�` ���`r./.�Fi'�fAeGf,G.GUfff,Gfffi/fi7i/G:S?..�ci7./.r .. .. jgKy kscww �J:,m_, rn kyrwV V4�.vi/% Ii m U 7/! Drawing C'\Users\Mike McDonnell\appdata\local\temp\AcPublish_5712\LDI-WD-TRACT 7240 IRRIGATION.dwg Layout: LI -6 May 29, 2015, 9:58am 91 _ VA nzvrrr�,.yF NOTE A: POINT OF CONNECTION SHALL BE DOMESTIC WATER METER WITH A 1 1/4" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE 85 PSI DESIGN WATER PRESSURE 30 PSI MAXIMUM SYSTEM DEMAND 8.75 GPM RESIDUAL PRESSURE 33.35 PSI \IP1TC M. CONTROLLER'C' SHALL BE A RAIN BIRD MAXICOM, CONTROLLER ASSEMBLY INSTALLED IN AN OUTDOOR CABINET AS PART OF CONTROLLER ASSEMBLY. FINAL LOCATION OF CONTROLLERS AND ELECTRICAL P.O.0 SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO INSTALLED WITHIN PLANTING AREAS. VALVE LOCATION NOTE: ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES, FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. NOTES: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. KERN COUNTY 11111— KEY MAP — x— N.T.S. 111=20'-O" 20' 0' 10' 20' 40' REFER TO SHEET LI -7 FOR IRRIGATION SCHEDULE -5-7 W Q m U � W Q U W x COa J W_ w w - ~co ��M o U W U Q 2 (`7 ON p Z 0) W Y 0 c) �Z� v. N Q I',—ca U a } m x U a 0 z O w w U H � a V F}- F r ZO p O N Q w = z z 0 w rY DRAWING TITLE: IRRIGATION PLAN MAY 27, 2015 � Dem %A APRIL 30, 2017 'J Exp. Date �� �p CXLX DATE: 5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: MM JOB NUMBER: 1365200 SHEET: LI-6 - SHEET10OF 22 TRACT #7240-STREETSCAPE GENERAL IRRIGATION NOTES 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6 DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. 10 CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL A SCHEDULE 80 UNION AND SCHEDULE 80 BALL VALVE AT EACH REMOTE VALVE, TO BE THE SAME SIZE AS VALVE DOWN STREAM OF THE VALVE AT EACH VALVE LOCATION. VERIFY WITH CITY'S REPRESENTATIVE FOR EXACT CONFIGURATION. 11 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A MIN. 2" SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. SLEEVE CROSSINGS SHALL BE MARKED ON FACE OF CURB BY ENGRAVING'IR'. 12 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 13 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 14 CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. 15 CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF EXISTING MAINLINE TO PROPOSED MAINLINE. CONTRACTOR SHALL VERIFY ALL EXISTING MAINLINE CONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 16 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. 17 CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100 SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 18 CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NESCESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 19 CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S REPRESENTATIVE. 20 CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING WILL OCCUR. 21 EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY. 22 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. 23 THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 24 CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 25 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS-BUILTS FROM OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ALL LABOR AND MATERIALS REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THIS CONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE EXISTING ADJACENT IRRIGATION SYSTEMS. 26 ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. 27 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 28 CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 29 CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 30 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER. 31 CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. 32 CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 33 ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. NO DISRUPTION OF EXISTING ADJACENT IRRIGATION SYSTEMS WILL BE ALLOWED COMPLETE AUTOMATIC OPERATION SHALL BE MAINTAINED FOR ALL ADJACENT EXISTING IRRIGATION SYSTEMS THROUGHOUT CONSTRUCTION. ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. Drawing: C:\Users\Mike McDonnell\appdata\local\tempVAcPublish_5712\LDI-WD-TRACT 7240 IRRIGATION.dwg Layout: LI -7 May 29, 2015, 9:58am DATE: 5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: MM JOB NUMBER: 1365200 SHEET: LI -7 SHEET 11 OF 22 TRACT #7240-STREETSCAPE CRITICAL ANALYSIS IRRIGATION SCHEDULE F CITY BAKERSFIELD ERSFIELD GENERAL IRRIGATION NOTES Generated: 2015-05-22 15:52 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI 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. P.O.C. NUMBER: 'A' '11, V `.' V RAIN BIRD 1804 -SAM -PRS W/ HUNTER -PCN BUBBLER 5,873 20 3. All sprinklers and valves shall be adjusted for required coverage with minimum or no overspray. Landscape architect shall Water Source Information: CITY OF BAKERSFIELD 25 50 10 20 FLOOD BUBBLER, 4.0" POP-UP, FACTORY INSTALLED ' " s i g n @ S t u d i ' have final approval. DRAIN CHECK VALVE. 4. Components locations are approximate and diagrammatic as indicated. FLOW AVAILABLE Water Meter Size: 2" 8 RAIN BIRD RWS-B-C (2) PER TREE 502 20 5. All irrigation lines running under paved surfaces shall be installed in schedule 40 PVC sleeves. No directional changes in the Flow Available: 120.00 gpm 1401 1 402 4041 408 ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0" irrigation system shall be installed under pavement or hardscape areas. All sleeves shall be a minimum 2 times larger than the LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, irrigation line. All sleeves crossing locations will be indicated by chiseling "IR" on the face of the concrete curb. Verify with PRESSURE AVAILABLE AND CHECK VALVE. RAIN BIRD BUBBLER OPTION AS C.O.B. for approved method and type. Static Pressure at POC: 90.00 psi INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 6. All systems are designed for at 30 & 35 PSI Elevation Change: 5.00 ft 1408 2.0 GPM.Service performance pressure. Line Size: 2 1/2" 7. Developer shall provide electrical power to the controllers' locations. Controller locations are shown diagrammatically. Final Length of Service Line: 20.00 ft location shall be decided at construction. Landscape contractor shall be responsible for final connection. Pressure Available: 87.00 psi SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY 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 DESIGN ANALYSIS RAIN BIRD PEB 70 Maximum Station Flow: 36.25 gpm 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW as per C.O.B. specifications. Flow Available at POC: 120.00 gpm OPERATING CAPABILITY, GLOBE CONFIGURATION. 10. Quantities indicated on irrigation schedule may not be accurate. Contractor shall be responsible to install all materials as per Residual Flow Available: 83.75 gpm plans. 0 RAIN BIRD 44 -LRC 32 11. All irrigation valves shall be installed in square standard boxes and quick couplers shall be installed in 10" round boxes, Critical Station: A14 1" BRASS QUICK -COUPLING VALVE, WITH Ametek or approved equal (per C.O.B.). Each box lid shall be heat branded. Verify with C.O.B for exact configuration. Design Pressure: 30.00 psi CORROSION -RESISTANT STAINLESS STEEL SPRING,Elevation Loss: 0.00 psi LOCKING THERMOPLASTIC RUBBER COVER, AND 2 -PIECE 12. Contractor shall provide and install two hot wires to each valve. Connect one (black) and the second (red) will be a spare. Friction Loss: 5.91 psi BODY. One (blue) wire shall be used for the master valve. Verify with C.O.B. Fittings Loss: 0.59 psi 13. Contractor shall provide and install two root watering systems per tree. Verify with C.O.B. for exact configuations. Loss through Valve: 3.90 psi NIBCO T-113 7 14. Contractor shall provide and install a schedule 80 PVC unions and ball valve, the same size as the valve, at each valve Pressure Req. at Critical Station: 40.40 psi CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL Loss for Fittings: 0.09 psi HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT location. Verify with C.O.B for exact configuration. Loss for Main Line: 0.91 psi VALVE LOCATION. SIZE RANGE - 1/4" - 3" 15. The developer shall be responsible for assuring that any concrete footings from the adjacent block wall does not interfere Loss for POC to Valve Elevation: 0.00 psi with the installation and/ or location of the irrigation and landscape materials. I fnr Rnr.kfInlnr 11 in nci MF KCPFLOW-COMBO-200 1" 3 16. Contractor shall pressure test mainline at a min. of 125 PSI for (2) hours. To be verified by with C.O.B. CRITICAL ANALYSIS 2" MASTER VALVE AND 1-1/2" FLOW SENSOR COMBO. SUPPLY. ........................................................................................................................ ............................................................................ PURCHASED FROM KERN TURF w Generated: 2015-03-11 14:18 61 FEBCO 825Y 1 " 1 Q - REDUCED PRESSURE BACKFLOW PREVENTER V P.O.C. NUMBER: 'B'W Water Source Information: CITY OF BAKERSFIELD 13F FEBCO 825Y 2" 2 a REDUCED PRESSURE BACKFLOW PREVENTER W U FLOW AVAILABLE © w o Water Meter Size: 2" RAIN BIRD ESP8LXME 1r0 W Flow Available: 120.00 gpm 8 STATION CAPABLE COMMERCIAL CONTROLLER. WITH W o o 5 o W ::a STRONG BOX SB22SS AND KCP 113 GROUNDING KIT. LL.3 9 U PRESSURE AVAILABLE FLOW SENSING AND WATER MANAGEMENT CAPABILITIES. L o a M W oQ° m Static Pressure at POC: 90.00 psi PURCHASED FROM KERN TURF SUPPLY. W � o co W LO Elevation Change: 5.00 ft z (V Y L, LL Service Line Size: 2 1/2" M RAIN BIRD ESP8LXME WITH (08) ESPLXMSM4 1 ti pap Length of Service Line: 20.00 ft 40 STATION COMMERCIAL CONTROLLER WITH STRONG Pressure Available: 87.00 psi BOX SB22SS AND KCP113 GROUNDING KIT. FLOW U SENSING AND WATER MANAGEMENT CAPABILITIES. DESIGN ANALYSIS PURCHASED FROM KERN TURF SUPPLY. Maximum Station Flow: 43.16 gpm Flow Available at POC: 120.00 gpm © RAIN BIRD ESP8LXME WITH (08) ESPLXMSM4 1 Residual Flow Available: 76.84 gpm 40 STATION COMMERCIAL CONTROLLER WITH STRONG BOX SB22SS AND KCP113 GROUNDING KIT. FLOW Pressure Req. at Critical Station: 36.13 psi SENSING AND WATER MANAGEMENT CAPABILITIES. Loss for Fittings: 0.74 psi PURCHASED FROM KERN TURF SUPPLY. Loss for Main Line: 7.42 psi Loss for POC to Valve Elevation: 0.00 psi RAIN BIRD RAINGAUGE KCPLXME-RG 2 m Loss for Backflow: 11.92 psi RAIN SENSOR FOR MAXICOM OR SITECONTROL. _ Loss for Master Valve: 11.77 psi CUSTOMIZES WEATHER DATA BY PROVIDING Loss for Water Meter: 1.49 psi SITE-SPECIFIC RAINFALL MEASUREMENTS, AND SENDING Critical Station Pressure at POC: 69.47 psi TO CENTRAL CONTROLLER DAILY. PURCHASED FROM a Pressure Available: 87.00 psi KERN TURF SUPPLY. Residual Pressure Available: 17.53 psi EZ-FLO FERTILIZING SYSTEMS EZ001-CX 3 CRITICAL ANALYSIS ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER. USED FOR SMALLER COMMERCIAL LANDSCAPES, .................................................................................................................................................................................................... RESIDENTIAL, HOA'S, MODEL HOMES, AND GROWER Generated: 2015-01-21 10:22 APPLICATIONS. INSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTER THE BACK FLOW PREVENTER. P.O.C. NUMBER: 'C' TANK CAPACITY: 1.5 G. Water Source Information: CITY OF BAKERSFIELD V.I.T. STRONG BOX 3 FLOW AVAILABLE STRONG BOX SMOOTH TOUCH STAINLESS STEEL o Water Meter Size: 1" ENCLOSURE, WITH STRONG BOX PBB-45 POLAR BLANKET. w Flow Available: 20.23 gpm 1E ELECTRICAL PEDESTAL 1 PRESSURE AVAILABLE PER DEVELOPER a Static Pressure at POC: 85.00 psi m m Elevation Change: 5.00 ft E2 ELECTRICAL PEDESTAL 1 Service Line Size: 1" PER DEVELOPER F g 0 Length of Service Line: 20.00 ft °z LL w Pressure Available: 81.00 psi E3 ELECTRICAL PEDESTAL 1 PER DEVELOPER z DESIGN ANALYSIS 2 Maximum Station Flow: 8.75 gpm M1 WATER METER 2" 1 w Flow Available at POC: 20.23 gpm CITY OF BAKERSFIELD W Residual Flow Available: 11.48 gpm M2 WATER METER 2" 1 DRAWING TITLE: Pressure Req. at Critical Station: 32.84 psi CITY OF BAKERSFIELD Loss for Fittings: 0.02 psi IRRIGATION Loss for Main Line: 0.18 psi M3 WATER METER 1" 1 PLAN Loss for POC to Valve Elevation: 0.00 psi CITY OF BAKERSFIELD Loss for Backflow: 12.25 psi Loss for Master Valve: 1.78 psi IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 31,265 L.F. Loss for Water Meter: 0.58 psi PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL Critical Station Pressure at POC: 47.65 psi TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED Pressure Available: 81.00 psi ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. , Residual Pressure Available: 33.35 psi IRRIGATION MAINLINE: PVC SCHEDULE 40 6,633 L.F. Il. ,:` .......................................................... ........................ .... .... ........ PIPE SLEEVE: PVC SCHEDULE 40 1,530 L.F. Know what's below. TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE Call before you SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND dig. THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES DSG BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout �wti Valve Number n 1r Valve Flow * MAY 27, 2015 F Valve Size Date APRIL 30, 2017 Exp. Date C AL1�0� DATE: 5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: MM JOB NUMBER: 1365200 SHEET: LI -7 SHEET 11 OF 22 TRACT #7240-STREETSCAPE KERN COUNTY — =' KEY MAP DTE: SEE SHEET IPD-3 FOR PLANTING NOTES &DETAILS I ATE: SEE SHEET LS -2 FOR PLANTING SPECS PLANT SCHEDULE TREES BOTANICAL NAME �►T7� _ �> si��ri ��s�?�11i3�1t7�iR�+�it+��� x Ff: COMMON NAME CONT LAGERSTROEMIA INDICA CRAPE MYRTLE 24"BOX LAGERSTROEMIA INDICA CRAPE MYRTLE 36"BOX MAGNOLIA GRAND IFLORA'D.D. BLANCHARD' TM SOUTHERN MAGNOLIA 24"BOX MAGNOLIA GRAND IFLORA 'LITTLE GEM' DWARF SOUTHERN MAGNOLIA 24"BOX MAGNOLIA GRAND IFLORA 'LITTLE GEM' DWARF SOUTHERN MAGNOLIA 36"BOX QUERCUS ILEX HOLLY OAK 24"BOX QUERCUS SUBER CORK OAK 24"BOX Drawing: Z:10_LDI\0_DESIGN JOBS\BAKERSFIELD\Woodside Homes\Tract 7240-LMD\WORKING DRAWINGS\LDI-WD-TRACT 7240 PLANTING dwg Layout 1-P-1 May 29, 2015, 9:58am QTY 5 35 26 105 4 37 37 REMARKS XYLOSMA CONGESTUM GROUND COVERS BOTANICAL NAME MYOPORUM PARVIFOLIUM ROSMARINUS OFFICINALIS 'PROSTRATUS' 6x6 CONCRETE MOW CURB COMMON NAME CONT QTY REMARKS JAPANESE BOXWOOD 5 GAL 200 FORTNIGHT LILY 5 GAL 206 COMPACT TEXAS RANGER 5 GAL 72 JAPANESE PRIVET 5 GAL 470 PHOTINIA 5 GAL 121 BALLERINA INDIAN HAWTHORN 5 GAL 175 ICEBERG ROSE 5 GAL 62 GERMANDER 1 GAL 623 SHINY XYLOSMA 5 GAL 103 COMMON NAME CONT SPACING QTY REMARKS TRAILING MYOPORUM 1 GAL 48" o.c. 45,306 SF DWARF ROSEMARY 1 GAL 48" o.c. 16,495 SF P-3 TEXTURED CONCRETE COMMENTS: PER CITY OF BAKERSFIELD STANDARD L-12 I- O 4zo 1.1=20'-O" 20' 0' 10' 20' 40' c5-7 W Q m U U) !- W Q U W � � o F— w 0» o LL W�a 1 @ O v Q O pZZ 0)W N Y O -W z LO a CIO F- U } m U ILI 0 z Z U � m in U LUm F r p O vp Z w = z 0 t� W z DRAWING TITLE: PLANTING PLAN Know what's below. Call before you dig. MAY 27, 20" Date APRIL 30, 2017 '! Exp. Date �� �p CAL1�0� DATE: 5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: MM JOB NUMBER: 1365200 SHEET: LP -1 SHEET 12 OF 22 TRACT #7240-STREETSCAPE C .....LU I Lu Uj■ ■ L LU■ .-_.... . u"U"KDALE 1-11(03AHWAY ..........."" ........ _.... ..... """ w_. i ...."�...m 3 .... . ... .. . ..... . ..... ... .. .. n a y x a a 0 N F. Gxx ....... "........ i. v 6 t`1 • e : n kap e \ .� I I a { i be f { { l: PLANT SCHEDULE i : t < j TREES BOTANICAL NAME COMMON NAME CONT QTY REMARKS i t" LAGERSTROEMIA INDICA CRAPE MYRTLE 24"BOX 5 r ' { � f � f f f } LAGERSTROEMIA INDICA CRAPE MYRTLE 3611 BOX 35 • MAGNOLIA GRANDIFLORA'D.D. BLANCHARD' TM SOUTHERN MAGNOLIA 24"BOX 26 t s f { 1 { f MAGNOLIA GRAN DIFLORA'LITTLE GEM' DWARF SOUTHERN MAGNOLIA 24"BOX 105Qj f , f { e .a ff ft MAGNOLIA GRANDIFLORA'LITTLE GEM' DWARF SOUTHERN MAGNOLIA 36"BOX 4 • 1 .. , f j{ t QUERCUS ILEX HOLLY OAK 2411 BOX 37 f' - f 1 1 i {' 1 QUERCUS SUBER CORK OAK 24"BOX 37 , SHRUBS BOTANICAL NAME COMMON NAME CONT QTY REMARKS fF BUXUS MICROPHYLLA JAPONICA JAPANESE BOXWOOD 5 GAL 200 \ sC) DIETES BICOLOR FORTNIGHT LILY 5 GAL 206 ; f � rSMj, V LEUCOPHYLLUM FRUTESCENS 'COMPACTA COMPACT TEXAS RANGER 5 GAL 72 f LIGUSTRUM JAPONICUM JAPANESE PRIVET 5 GAL 470 f AM i Cht 11VE 't PHOTINIA X FRASERI PHOTINIA 5 GAL 121 i,. SEE ql-YES f �'-a.. . ••T f ORHAPHIOLEPIS INDICA'BALLERINA' BALLERINA INDIAN HAWTHORN 5 GAL 175 me Iola 0 ROSA FLORIBUNDA'ICEBERG' 0 TEUCRIUM CHAMAEDRYS 0 XYLOSMA CONGESTUM GROUND COVERS BOTANICAL NAME Drawing' Z'\0_LDI\0_DESIGN JOBS\BAKERSFIELD\Woodside Homes\Tract 7240-LMD\WORKING DRAWINGS\LDI-WD-TRACT 7240 PLANTING.dwg Layout LP -2 May 29, 2015, 9:58am MYOPORUM PARVIFOLIUM ROSMARINUS OFFICINALIS 'PROSTRATUS' ICEBERG ROSE 5 GAL 62 GERMANDER 1 GAL 623 SHINY XYLOSMA 5 GAL 103 COMMON NAME CONT SPACING QTY REMARKS TRAILING MYOPORUM 1 GAL 48" o.c. 45,306 SF DWARF ROSEMARY 1 GAL 48" o.c. 16,495 SF 6x6 CONCRETE MOW CURB P-3 TEXTURED CONCRETE COMMENTS: PER CITY OF BAKERSFIELD STANDARD L-12 NOTE: SEE SHEET LP -2 FOR PLANTING LEGEND NOTE: SEE SHEET IPD-3 FOR PLANTING NOTES & DETAILS NOTE: SEE SHEET LS -2 FOR PLANTING SPECS KERN COUNTY - KEY MAP - cy- 0 z 111=20'-O" 20' 0' 10' 20' 40' 1 •S'70 -f0 DRAWING TITLE: 11 PLANTING PLAN Know what's below. Call before you dig. 9 P 1 �w ti 2 MAY 27, 2015 Da APRIL 30, 2017 9 Exp. Date OF C P+Lx DATE: 5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: MM JOB NUMBER: 1365200 SHEET: LP -2 SHEET 130F 22 TRACT #7240-STREETSCAPE C IL.tV m � W a U W x rnW� L J Lu n � m O O O c/) V/ _ : Q Wgw-Q U d m O N oz° N 111 Y Z. -O — W °ZLL v N Q � Lr) ti M r U I..IV Q DRAWING TITLE: 11 PLANTING PLAN Know what's below. Call before you dig. 9 P 1 �w ti 2 MAY 27, 2015 Da APRIL 30, 2017 9 Exp. Date OF C P+Lx DATE: 5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: MM JOB NUMBER: 1365200 SHEET: LP -2 SHEET 130F 22 TRACT #7240-STREETSCAPE m x U Q 0 Z 0 Z W U Q t a ~ m ~ m � m U r LLI I v p o O z LL w = N ti z O LLI 0: DRAWING TITLE: 11 PLANTING PLAN Know what's below. Call before you dig. 9 P 1 �w ti 2 MAY 27, 2015 Da APRIL 30, 2017 9 Exp. Date OF C P+Lx DATE: 5-27-2015 SCALE: 1" = 20'-0" DRAWN BY: MM JOB NUMBER: 1365200 SHEET: LP -2 SHEET 130F 22 TRACT #7240-STREETSCAPE \\ g \\ \ \ \ Z KERN COUNTY QN mm ON ft, Melillo Mft.,� . ■ �� \\\N O\ \ \\\� _...._._... „._„ „__•_ •' ,. • ,. > .. ,,.,moi.,,. ,.. - - ' .._ - _ ....... � , ......_.... \ v r , n • s.y __..... .__...... . ...,.\ ■ , c ,`c z p�u Ze ao"`\\ \\\m\\\\\, \�\o- ��\\ ■ \ \ �\ \\%10 \ \ oo` � `\\� \\.oa a\ \� a � � � `� `�\� \ � � \\ \\ \oat Qa \ � � \aa,\•\\\� � � \\\\\\\\\ \\r\\\\\�\\ a � \ vs \ ..... „............. _.__ ....._ .....__......__.... \ \ \ \ \ \ 100, \ Ad". A c ------ ........ 4F ft ,\ Aft, ~ 1 ?�'\\. __ \a 11 � a \\\\\\\\\\ \ NOTE: SEE SHEET LP -2 FOR PLANTING LEGEND NOTE: SEE SHEET IPD-3 FOR PLANTING NOTES & DETAILS NOTE: SEE SHEET LS -2 FOR PLANTING SPECS ■ ■ ■ ■ „01) ` a ` \ „ a\\moo J, \\\\\\\� „. „„... „ ._ _ p� F ■ ON ON \\\\Z, o rte, ■ SL zz mm \\� �w�`p �� � � �� \ � � � \�\ \`\\�` � � ~.-!►rte r e�_ �. - - � `. .,,,• `...._____._....__„_..........__�__..............�_........................"______"__........._-_---_. ap AW 001 WN, 0111 p. \ `` ```` ■ Drawing: :\Users\Mike McDonnell\appdata\local\tempWcPublish_1776\LDI-WD-TRACT 7240 PLANTING.dwg a �1 ` L Layout: LP -3 Jun 01, 2015, 11:34am froaaa .I L A a1 Z a \ ka a a `pQ a \ aga - KEY MAP MEMMMOOO -G r to VJ Y W Q U W o U LJLI CDw o 0� o ocn� w < M O cc LL L p Z Z N W o -W 3�LL to a m n n U C r to Y U n C z 0 w z z w U K G � m m M fA o � o O N Ucic Z LL t w -j O LU W DRAWING TITLE: PLANTING PLAN Know what's below. Call before you dig. S Q) r, MAY 27, 2015 Jy Date APRII. 0-7 2017Exp. Dat Op CAL1�0� DATE: 5-27-2015. SCALE: 1 ” = 20'-0" DRAWN BY: MM JOB NUMBER: 1365200 SHEET: LP -3 SHEET140F 22 TRACT #7240 - STREETSCAPE ,\\z k"s $ M, A N .046. 10111 Aft, v grim V811110001FAM'Ift-i � I I N, v -.- =--WW - = p eo Drawing: C:\Users\Mike McDonneil\appdata\local\temp\AcPublish-1 776\LDI-WD-TRACT 7240 PLANTING.dwg Layout: LP -4 Jun 01, 2015, 11:34am 141 9 Aft, Aftlq%', 1A I KERN COUNTY KEY MAP . . . . . . . . . . A.- -- - --- - ---- A ....... .0 ONi & a 0 011*\\\ -11% 01M j I 101 0 Vvik" p p -i Ilk, �Iw - 00 �C M 1 - ■ 0, M I 401".N vvf poi 10-1 i NOTE: SEE SHEET LP -2 FOR PLANTING LEGEND NOTE: SEE SHEET IPD-3 FOR PLANTING NOTES & DETAILS NOTE: SEE SHEET LS -2 FOR PLANTING SPECS M M M: N.T A -i ui U) LLJ LLI ILy C/) UJ LLJ 2 c/) LL 0i co C-) ic� �5 0 z 6) LLJ 0 U) Lu 0 Z, CE: LO n C\I < 3: ILL DRAWING TITLE: PLANTING PLAN Know whafs below. Cal I before you dig. MAY 27, 2015 Date 20 7 C DATE: 5-27-2015 SCALE: 1 " = 20'-0" DRAWN BY: mm JOB NUMBER: 1365200 SHEET: LP -4 SHEET15OF 22 TRACT #7240 - STREETSCAPE LU t0l c� cc I z LU 0 N 8 Z O W 0: DRAWING TITLE: PLANTING PLAN Know whafs below. Cal I before you dig. MAY 27, 2015 Date 20 7 C DATE: 5-27-2015 SCALE: 1 " = 20'-0" DRAWN BY: mm JOB NUMBER: 1365200 SHEET: LP -4 SHEET15OF 22 TRACT #7240 - STREETSCAPE Drawing. Z:\0_LDI\0_DESIGN JOBS\BAKERSFIELD\Woodside Homes\Tract 7240-LMD\WORKING DRAW] NGS\LDI-WD-TRACT 7240 PLANTING.dwg Layout: LP -5 Jun 02, 2015, 12.01 pm KERN COUNTY - KEY MAP -.9 _ ... ---- NN \\\o\ \ \ \ `� \ �1\` \`l\\00� �p\ \�\Q�\\ pie\ \ �\ \\\\ a\\\\\� �\\\\\ .\ \ pp \ \ \ p \'m\\ i ....... a ;ter IZZ----------------- --- ------------- - - -- --------- - - ---- / o0 < _.`.. _ ' NOTE: SEE SHEET LP -2 FOR PLANTING LEGEND NOTE: SEE SHEET IPD-3 FOR PLANTING NOTES & DETAILS NOTE: SEE SHEET LS -2 FOR PLANTING SPECS .\� a a to @ w�v ��� Z �� ev Z ` � r �� I L 0 ..`L . a a° a a r' \\�,m`a �a1 v \ .,A a IM, 1 "=20'-0" 20' 0' 10' 20' 40' l •5 - W Q m U F— Q Y W U W S o � W r �'/^� VJ p=crn o rn 1 ALL U)@ LL p t7 Z rn to W o9W 0zLL Wv' NY Q Q D7 DRAWING TITLE: 11 PLANTING PLAN Know what's below. Call before you dig. v - P ti 2 MAY 27,201 Date APRIL 0, 2017 DATE: 5-27-2015 SCALE: 1 " = 20'-0" DRAWN BY: MM - JOB NUMBER: 1365200 SHEET: LP -5 SHEET 16OF 22 TRACT #7240-STREETSCAPE m Y S V Wv' D7 N ' z O w H w U a k m N to HF p o O N o z ¢ N z O W Q' DRAWING TITLE: 11 PLANTING PLAN Know what's below. Call before you dig. v - P ti 2 MAY 27,201 Date APRIL 0, 2017 DATE: 5-27-2015 SCALE: 1 " = 20'-0" DRAWN BY: MM - JOB NUMBER: 1365200 SHEET: LP -5 SHEET 16OF 22 TRACT #7240-STREETSCAPE VALVE nm TET= ANrHOR ffi C0_11RETEE , -RUST BLOCK (TYPICAL) \X, 'y' 7, `7 7 O 22 142 0 ELL 8 1`10* ELL CROSS PLUG N •ml PA j ----------- I :5' MINI 1 10(03m) ABOVE .7 0 45rry CONCRETE BLAB 1 7 6v (150m) NEW CONCRETE CONCRETE THRUST BLOCK FEit "P-0. .......... .......... EO FIp1I Ty`F;CAL-L WATER PROTECTION UNIT ............. 5; MIN 1.5, MIN. (0,455M) GRADE REWIRED ON ALL A55E1A5_IE5 Mi. N CONCRETE 5LA5 PLAN REDUCEDPRE55URE BACKFLOW 7 ASSEMBLY (beater than 2.0" (50mm' Dia) NOTES: L ALL MAINLINES INSTALLED SHALL BE TESTED AS PERNOTE-15: 450 TEE 1. EXCL-, AS NOTED ALL PIPIN5 AND FITTIN66 SHALL BE MANUFACTURE -5 S`-LIFIOATION5 AND SHALL BE A PART GALVANIZED UNLZ-i5 APFWYVD 5Y THE OF THE INSTALLATION 5PECIFICATION5, ell' 45* TEE RECREATION AND PARKS DIRECTOR. ELEVATION TIIA 2. AL I IRD41411`167 DEPT HSSHALL BE PER CV. FITTIN65 /N;PPLES ,ELE WILL 2, USE TEFLON PIPE TAPE ON ALL THREADED xlw.s OR APPROVED MAL By THE RECREATION AND PARKS DIRE( TOR. STANDARD SHEET L-2, VEETAL5 0, E, AND F. F -LANC- NOT F WILL USE BALL 5. PORTLAND CEMENT CONCRETE USED FOR THRUST VALVES 5. ALL MATERIALS SHALL BE NEA AND FREE FROM IMPERFECTIONS BLOCKS SHALL BE CLASS V AS PER APPLICABLE BRA55 FITTINO5 PRCV1510WO OF SECTION qO OF THE STANDARD NIPPLES 4. SEE APPROVED LAIMAM. RRIs.ATION PLANS AND A50vr H�1&4[6T 5PEC:90ATIOWS OF THE CALIFORNIA DEPARTMENTPIN:5HE-D LESBOS FOR SPECIFIC M017 -L NUMBERS, SIZE, QUANTITY, 6PRNKLER HEAD GRACE Or TRANSPORTATION, APPROVED CURRB�r EDITION. MANUFACTURERS, AND FEWORMANCE R5MIREMENT5. 4, THRUST BLOCKS SHALL BE USED AT CHANGES OF 51 MIN" CONCRET 5. ALL 7RAN51TI0N5 FROM 6ALVANIZED PIPE To PVC Fin SHALL E-7 DIRECTIONIOEND5, -.E5,J, CHAWEE-4, or VELOCITY SLAB BE CON15TRUCTED ArrH %HEW2 40 FEMALE ADAPTER OR (REW,M VALVES), AND Pin DEAD ENDS•APPROVED EWAL BY THE RECREATION AND PARKS DIRECTOR 7777 450 ELL'. 6, A 6,0'(0.15rrj THICK REIW-ORCEp CONCRETE SLAB 16 5. HHEN THRUST BLOCKS An USED, THE SIZE AND REDUCIER, FEMALE REWIRED FOR ALL WATER PROTECTION MINIMUM TYPE OF THE BLOCKING MUST BE BASED ON THEE APAP `7 CLEARANCCE SHALL BE 15'(0,45W ON ALL 510B OF THE 167` FORCE EXPECTED AND THE LOAD - MAXIMUM THRUST Lx�L Ilk DEVICE AND AS DIRECTED BY THE RECREATION AND PARKS ........... HEARING CAPAOTY Or THE- SOL, DIRECTOR SEE CITY STANDARD 4 SHEET L-4 6, ALL CONCREETE THRUST BLOCKS Sp;ALL BE IN ACCORDANCE WITH THE LATEST AF11ROVED EDITION 1. ALL IRR16ATION INSTALLATION SHALL BE IN ACCORDANCE HIM 0 - UNIFORM PILO�sl% COD CITY STANDARDS, THE LATEST ACCEPT M- EDITION OF THE F THE E. LVAN: -T UNIFORM PL"IN&COVE, MANUFAC SECTION 20 OF THE STANDARD 5PECIFICATION5, AND AS, AWA' BY THE RECREATION AND PARKS DIRB(TOP, R4vK' BACKFLOW A55EMBLY TO VALVES METE (2.0"(50mm) ond !egg) CATION AND ALL CHWk5 5HAL_ ISE APPROVED BY THE RECREATION AV PARKS DIRECTOR BEFORE NPLBWNTATION ---------------- ------------ — ----------------- ----------- ---- CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS DETAILS FOR THRUST BLOCKS DETAILS FOR POTABLE WATER PROTECTION STANDARD PLAN NO. STANDARD PLAN NO. SIIT OF 14 A P. -R 0 VED ft(-, XNXXX DATE L-5 SHT __4__ OF 14 L- 7PPROVED RCF XXXXX DATE 4 ni L �-5 TRUST BLOCK L-*',/ N.T.S. Drawing: C \Users\Mike McDonnell\appdataN[ocal\temp\AcPublish_5712\LDI-WD-TRACT 7240 DETAILS.dwg Layout. IFID-1 May 29, 2015, 9.59am 0 r■ L �4P OT AB �LEW �AT �ERPROTECTION! N.T.S. NOTE: VIT STRONG BOX SBBC45SS STAINLESS STEEL BACKFLOW ENCLOSURE, IF BIGGER THAN 2.5] NEED LARGER SIZE. SEE NOTE #6 1.01!05W r0R NOTES: SFRAYHFADs -----A" .I. USE TEFLONIPIPE ON ALL TREADED JOINT5 (03m) FVR RmLm 2, ALL R15M AND NIPPLE5 SHALL BE SCH, 50 PVC. ALL FITTINIS5 SHALL BESCH. 40 FVC. 5. ALL LATERALS SHALL BE aAss, 200 -,Ic OR AS REWIRED ON PLANS. 6.0' (150m. 711 4. HHEN IRR16ATION HEADS ARE INSTALLED WITHIN EMBANKMENTS, �11 EL: -;SUER OR A DRAIN VALVE OR CHECK VALVE 15 REQUIRED To PREVENT EROSION. Tm (95T) CHECK VALVES AND DRAIN VALVES SHALL BE INSTALLED AT LCC-ATION5 AS PRESCRIBED By THE SPECIFIED CONDITIONS AND SHALL BE APPROVED BY THE RECREATION AND PARKS DIRECTOR PRJOR TO O M155L HnD SPRA'Y' HEAP PLACEMENT AND USE, 5. ALL POP W WADS 5HALL BE 2,0" (05m) FROM CONCRETE IN5TA:.L TOP OF tIEAV OZ' AND ASPHALT AREAS. ALL LAR6E RADIUS IRRIGATION HEADS (PART (651m) AWT F.G. FOR CIRCLE) 94AJ-L BE 4.0'(10".. ) FROM CONCRETE AND ASPHALT PART CIRCLE 4.0' eFIP4`5� too") rm FljLL GRILLE. AREAS. HEIGHT OF POP UP WADS SHALL BE AS FOLLOWS: :W// 6.0"(0,15m) FOR LAWN AREAS 0(0,: w FOR SHIP 1.0'(0-5m) FOR 6ROU10 COVERS NIPPLE (71TI, 6. HHERE PART CIRCLE IRRIGATION HEADS ARE ADJACENT TO A EUILDINIS7 o HALL, LOCATE HEADS MIN. 4' (100* FROM FACE OF 5JILDINc7 HALL To 'clur BACK OF IRR16AIlON HEAD. T 'RIPPLE SHIN& JOINT 5HALL BE RAINDIRD 5A SERIES OR APPROVED EQUAL LATERIAL LK 6, ANY AND ALL 044Na5 FROM THIS STANDARD DETAIL SHEET SHALL BY APPROVED BY THE RECREATION AND PARKS DIRECTOR IDS III. SEE APPROVED LANEWAND LEGENDS PLANS se FOR SPECIFIC, MODEL NUM5ERS, 5:ZE, QUANTITY, MANUFACTURERS, F:NISNEV GRADE AND PERFORMANCE REQUIREMENTS, FINISHED GRADE IN TURF AREAS PIPE . PLASTIC ROUND VALVE PDX HITH BOLT DOHN COVER E30LT NUT AND HASHER, ELL (SIT) OR A "OV" ONTO LID. TEE 11551) LER KEY WITH MALE HOSE 515 LATERAL WICK COUP: , AS SHOWN, KEY K5-, CONNECTION CLEAR VALVE BOX FINISHED GRADE 1 N SHRUB AREAS 4 MIN. U E pv Ai adlise In U -------------- it QUICK COUPLER VALVE . . ..... 5TANLE55 STEEL CLAMP BRICK SUPPORTS SIH. 6o ..................... . .......... NIPPLE 0�0 TRIPLE 5011146 JOINT ............ ........ MAINLINE ........... %1W7 0,"NT #4 x 36 DEBAR STAKES, 2 REWIRED LATERAL LINE --------------- ''I ----------- ------------------------------ LANDSCAPE FABRIC , 3/4' ROCK, is 001r, FT, PQP UP �,Y jilt (50ttom mount�ccl) QUICK CaELM CITY OF BAKERSFIELD REVISIONS LANDSCAPE AND IRRIGATION DETAILS FOR VARIOUS IRRIGATION HEADS STANDARD PLAN NO, SHT 01......14_ APPR( VU) RCF XXXXX OATH L-8 1_L-8 IRRIGATION HEADS Vl N.T.S. A /)4 /n 1-1 D GRADE ROADHAY /kARD56APE rREET SLEEVE &HT -OF -KAY ONLY tU i'(0,45rru BEHIND 6HT-OF-HAY LINE CONDUIT; FIFINO ELECTRICA-4- CONDO NOTES: 1, Na CROS5IN6 UNDER ROADHAY5 OR ANY OTHER HARD w -AGE, ALL ELECTRICAL MIRING AND HATER LINES SHALL BE INSTALLED 251 (0.1W DEEP, IN A 5CHMLE 40 PVC, SLEEVE. SLEEVE 54ALL BE 2 TIMES D€AMETEK OF CONDUIT / PIPING. ALL ELECTRICAL CONDUIT 5HAL-11. HAVE I° MIN. VIA, FOR 110 VOLTS AND 2" MEN. DIA, FOR LOW VOLTAGE. 2. SLEEVE SHALL EXTEND 1.0' (0,3m) EEYOND HADRS-ClAn ON ALL ENDS 3- IMPROVE!"IENT5 WITHIN THE DEDICATED STREET RI644T-OF-HAY MAY REWIRE AN OPEN STREET PERMIT. CHECK WITH CITY D&NEERIN65 DEPARTMENT FOR 4. HHERE OPEN 5117aT CUr5 ARE REWIRED To INSTALL VARIOJS IRR16ATION LINES AND/OR NRE5, ALL STREET PATCHING WITHIN THE CITY RIGHT-OF-WAY 5HALL BE IN ACCORDANCE WITH C" STANDARD 5T-12 OR AS DIRECTED BY THE CITY ENSINEM 5. ANY AND ALL CHWk5 SHALL BE APPROVED BY THE RECREATION ANF PARKS DIRECTOR PRIOR TO IMPLEMENTATION. 6, ALL ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH CITYSTANDAR:P5, MARFACTURERS RECOMMENPATION5,5ECTION 20 OF THE 5TANIVARD 5FECIFICATION15, AND M DIRECTED BY THE RECREATION AND PARKS DIRECTOR 1, ALL MATERIAL USED SHALL BE NEN AND FREE FROM IMPERfWTION5. & ALL ELECTRICAL INSTALLATIONS WITHIN PARKS OR PARKKAY5 SHALL BE INSPECTED BY PUBLIC WORKS, ELETIRICAL SUPERVISOR. q. NO OTHER CONDUIT OR PIPINC, MAY BE ALLONED WITHIN ELECTRICAL OR CONTROL LINE TRENCH. 4.0'(0.1m) ................. :: -1 GRAVE 01 WOUN.M.-SN CITY OF BAKERSFIELD DETAILS FOR ELECTRICAL CONDUIT TRENCHING, SLEEVING, AND BACKFILL SHT 3 OF 14 APPROVED RCF. XXXXX DATE PIPINS, REVISIONS STANDARD PLAN NO. L-3 o L-3ELECTRICAL/ SLEEVING/BACKFILL LJ J N.T.S. TOP MOUNT 5TAINI; Eal5p 5-TEEL CONTROLLER ENCLOSURE Q_ To 60N -F-0_ SIDE VIEW AUTOMATIC - VALVE5. 120-"/O":T 5ERVICE 7' CONTROLLER AUTOMATIC PRONT VIEW51ZE A5 REQUIRED, MODEL 5B-2255 CONTROLLER. (5TRON6 BOX BY VIT, PRODUCT5,,' TOPMIOJNIT OR APPROVED EQUAL BALL VALVE (LINE SIZE) 5TAINLE55 STEEL SHALL HAVE I' MIN. DIA FOR 110 V01T5 AND 2' MIN. VIA, FOR LOW 9ONTROLLER 51)15455EMBLY CONTROLLER---, I. USE SCHEDULE 60 PVC, CONDUIT WITH AN ENCLOSED INCLUDES ef-I 4 ENCLOSURE CITY 5TAVAdW5i THE LATEST EDITION OF THE CALIFORNIA FLLMIN& ` TERMINAL 5TRIP5 WITH CODE, AND MWACTURERS RECOMMENDATION, SECTION 20 OF CLOCK. COWAGT 05'(150m) BASE TO qO% RELATIVE :ILA( ARP5, DENSITY PRIOR TO PLACDer OF CONCRETE SLAB. 33 (0.15m) 6. ALL MATERIALS 5HALL BE WA AND FREE I" DEFEC-TS FIN15IJ11' J4 GRADE' MIN. 4'L ENTIRELY OF 504 GRADE STAINLESS 5TM AND LE5ENVS FOR SPECIFIC f -100M NUMBERS, 512E, NOTES: QUANTITIES, MANUFACTLRSRS AND PERFORMANCE CITY OF BAKERSFIELD REVISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE sm 7 OF I4 APPROVED RCE XXXXX STANDARD PLAN NO. L-7_ EL -7 CONTROLLER ENCLOSURE I J N.T.S. FINI%W GRAVE -- 1 1.01 NOTES; Q_ To 60N -F-0_ SIDE VIEW (SEE NOTE 03 ON - EXPANSION LOOP VALVE5. 120-"/O":T 5ERVICE 7' &RADE IN CONDUIT, \_f"VO LONG 5&PEP ELL - PRONT VIEW51ZE A5 REQUIRED, MODEL 5B-2255 (0.16m) DEEP, IN A 5CHEIXU 40 PVC, SLEEVE. SLEEVE SHALL BE 2 (5TRON6 BOX BY VIT, PRODUCT5,,' REZII ':ANT OR APPROVED EQUAL BALL VALVE (LINE SIZE) IRRIGATION CONTROLLER ENOL05URE SHALL HAVE I' MIN. DIA FOR 110 V01T5 AND 2' MIN. VIA, FOR LOW NOTES: PVC - 4.0'(Wtr,) -- - --------- ELL 07) I. USE SCHEDULE 60 PVC, CONDUIT WITH AN ENCLOSED 5. ALL n1lSATION IN5TALLATIOhI SHALL BE IN ACCORDANCE WITH 1 (,ONEoTRI14T 05050mv 'HICK, aAS5'5"C0CRZrE %A5 AS CITY 5TAVAdW5i THE LATEST EDITION OF THE CALIFORNIA FLLMIN& REQUIRED TO RECEIVE THE PEDSTAL MOUNTED IRRIGATION CONTROL CODE, AND MWACTURERS RECOMMENDATION, SECTION 20 OF CLOCK. COWAGT 05'(150m) BASE TO qO% RELATIVE THE STANDARD SPECIFICATIONS, AND AS DIRS' CTED BY THE DENSITY PRIOR TO PLACDer OF CONCRETE SLAB. RECREATION AND PARKS DIRECTOP, 5. ALL IM6ATION CONTROLLER ENCLOSURES SHALL BE TOP M=, 6. ALL MATERIALS 5HALL BE WA AND FREE I" DEFEC-TS OF A VANDAL AND HEATHER RESISTANT NATURE-, MANUFACTURED1. SEE APPROVED LANDSCAPE / RR!6ATION PLANS ENTIRELY OF 504 GRADE STAINLESS 5TM AND LE5ENVS FOR SPECIFIC f -100M NUMBERS, 512E, NOTES: QUANTITIES, MANUFACTLRSRS AND PERFORMANCE 4. POURED CONCRETE BASE - 6° MIN, THICKNESS. EXTEND CONCRETE 6' REW'REMENT5- BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE HM41/2% SLOPE 6. ANY AND ALL CHANGES FROM TH155TANVARD SMALL BE FOR DRAINASE. APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR 4. ALL PVC, SOLVENT (CLUE) SHALL BE 4711 (PMMER 15 TO ANY TYPE or CONETNXTION. CITY OF BAKERSFIELD REVISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE sm 7 OF I4 APPROVED RCE XXXXX STANDARD PLAN NO. L-7_ EL -7 CONTROLLER ENCLOSURE I J N.T.S. FINI%W GRAVE -- 1 1.01 NOTES; I- EE (552) MAIN (SEE NOTE 03 ON - EXPANSION LOOP 1. HEN CRO56IN& UVM ROAMAYS, OR ANY OTHER HARD 5UFFACE, HIP. FIN:5HED IH15 SHEET) FOR ALLE5 &RADE ALL ELECTRICAL HIRI146 NO HATER LINES SHALL BE INSTALLED 231 EXTRA CONTROL (0.16m) DEEP, IN A 5CHEIXU 40 PVC, SLEEVE. SLEEVE SHALL BE 2 CONTRA' HIRE REZII ':ANT TIMES DIAMETER OF CONDUIT / PIPING. ALL ELECTRICAL CONDUIT BALL VALVE (LINE SIZE) ........... FEMALE AD it HIRE SHALL HAVE I' MIN. DIA FOR 110 V01T5 AND 2' MIN. VIA, FOR LOW PAST NIPPLE PVC - 4.0'(Wtr,) -- - --------- ELL 07) SEE CITY STANDARDS SHEET L-3, DETAIL H. AM THREADED UNION 2. HHERE THE RAIWIRD MWOOM IRMISATION SYSTEM Is PLACE MA4601,1 K WAR THE RAIN LIM I PLACE IRR16A1I0N CONTROL. 51PECIFIED, THE MAXICOMI CABLE MUST NOT Cat INTO CONTACT A7`THE q0CL0X1rxK N 1 HIMHEAR THE MAIN NTH THE POWER SUPPLY OR VALVE WIRING. LOCATE THE MAXI- 13UlVLW AV TAPW AT COM CABLE WAR THE MAIN LINE AT A q O'CLOCK POSITION. S. ALL IRRIGATION CONTROL HIRES (COMM AM ca" SHALL SE 14 &AL*E U.L. SINGLE STRAND COPPER HIRE, TAPED AND VII3.0rd IN I. VAL5. BUNDLED AT 10'(3,OW INTERVALS AND PLACED WAR THE NOTES: LOCATE 1,115M5AT 1. ME 5. IF MORE THAN ONE LINE 15 INSTALLED PER TRENCH, PROVIDE <•,. 3 alLOGK P0.1110K 05(0J5(r0 HORIZONTAL AND VERTICAL SEPARATION. . . . . . . . . 4. ALL PVC, SOLVENT (CLUE) SHALL BE 4711 (PMMER 15 MAIN LINE BE AL1.01AW MLE55 APPROVED BY THE RECREATION AND REWIRED ON MAIN LINE ONLY), PARKS DIRECTOR. THE APPROVED SPLICES HILL REWIRE THE 5. LANDSCAPE AND IRRIGATION IMPROVEMENTS WITHIN THE 5. ALL IRRIOA71ON CONTROL VALVES SHALL BE PLACED IN A FILA671C DEDICATED STREET RIGHT-OF-WAY MAY RECUIRE AN OPEN 1. MAINTAIN 2.0'(ObW 5EPARA110N SETHEEN REMOTE THE VALVE BOX SHALL BE 2.0'(50nIvi) BELOW FINISHED 6RADE IN TURF 57RMT PERMIT. C44MK MATH CITY IEWINEERIW DEPARTMENT Iv (o -,m) FIN19W 6RAVE FOR REWIRBMENTS. MUST BE ABLE TO ROPLAa VALVE WITHOUT CUTTiIN& ARE DEEI-W ACCEPTABLE MY DEVIATION FOR THE ACCOTTED BOXES & WHERE OPEN 5TfitEET GUTS ARE REWIRED TO INSTALL VARIOUS AV LIPS BELOW MUST BE APPROVED By THE RECREATION AT PARKS x IFR6ATION LINES AV/OR HIRES, ALL STREET PATCHING WITHIN b. N-IERE POSSIBLE, LOCATE VALVES IN THE PLANTER AREAS. SIN(SLE VALVIESI NDS, PRO SERIES 14"Xlq' THE CITY RICHT-OF-HAY SHALL BE IN ACCORDANCE WITH CITY CORRUGATED VALVE BOX k1ITH BOLT DOM COVER, CITY STANDARDS, THE LATEST APPROVED EDITION OF TIE UNIFORM STANDARD 5T-12 OR AS DIRECTED BY TIE CITY EN&INEER. PLUMBING CODE, MANUFACTURERS RECOMMENDATIONS, SECTION CORPA)SATED VALVE BOX WITH BOLT POKN COVER, T ALL IRRIGATION LATERAL LINES SHALL BE CLAS- 200 Pyo. FOR LAR6,1: lu F It F WE A C 5 RECREATION AND PARKS DIRECTOR. IF A LATERAL LINE 15 LOCATED UNDER A HARD 5URFACE, �4 I SCHEMLE 40 PVC IS REQUIRED, 6. 4. INSTALLATION OF EXTRA IRRIGATION CONTROL HIRE FROM 11. ANY AND ALL CHANGES SHALL BE APPROVED BY THE RECREATION i*EN THERE 19 A CHANGE IN FITTED DIRECTION, ALL IRRIGATION AND FARK,5 DIRECTOR PRIOR TO IMPLEMENTATION, REWIRED FOR EACH MANIFOLD (SMILE OF VALVE5). EXTRA MAIN LIDS LARGER THAN 2.01 (5017W IN DIAMETER (FRE55URE HIRE SHALL BE A DIFFERENT COLOR THAN THE ONE USED, To 12 SEE APPROVED LAND5CAPEARR16ATION PLANS AND LmEws LINES) SHALL BE SECURED NTH CONCRETE TR�aT BLOCKS IN FOR SPECIFIC MOM NUN 5, SIZE, QUANTITY, MANUFACTIAERS BACKFILL AOCOIRPANCE WITH MANUFACTURES RECOMMENDATION AND CITY OF BAKERSFIELD KEVISI0NS DETAILS FOR. REMOTE CONTROL AS DIRECTED BY THE RECREATION AND PARKS DIRECTOR. SEE CITY STANDARD SHEET L -S FOR THRLIST BLOCK DETAIL. III. ALL IW.-&X,'ION MAINLINES 20(50," IN DIAMETER AND LATERAL LINE LE56 SHALL BE 5chfnLE AO PVC. IRRIGATION MAINLINES 6REATER THAN 2.0'(Sa* IN DIAMETER SHALL BE TITE PVC SCHEDULE 40 OR APPROVED EQUAL BY THE RECREATION AND PARKS DIRECTOR 10. ANY AND ALL CHANCES SRAL BE APPROVED BY THE RECREATION F:Nir4W GRAVED ( 36, aiw. AND FARK5 DIRECTOR PRIOR TO IMPLEMENTATION. 11. ALL IRR&ATION INSTALLATION SHALL ISE IN ACCORDANCE Hmq FOR LARS[ BACKFILL AID COWACT CITY STANDARDS, THE LATEST APPROVED EDITION OF THE INFORM W, WADS ACZM:% TO CITY STA PLJk6IN65 CODE, MANUFACTURERS RECOMMENDATIONS, SECrION ST -15, 50 CALTRA% 5PE(5 20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE $0 FOR 5RAqLL__ . tA11' FOR %RFACE TREATfiEI OR RECREATION AND PAWS DIRECTOR. TURF MA25 AS DIRECTED BY TM 12 ALL MATERIAL USED SHALL NEK AND FREE FROM IWERFECITIONS, RECREATION A10 PARKS DIRECTOR 13. SEE APPROVED LANDSCAPE AND IRR16ATION PLANS AND LESENDS FOR SPECIFIC MODEL NUM&R, SIZE, QUANTITY, MANUFACTURER, LATERAL LLIM IRR;r7AT!ON C04TROL AND PERFORMANCE REQUIREMENTS. PLACE! Yf.Ra .0 b WIRES HIR155NEAR THE MAIN BV4XM AND TAPED AT 14. NO OTHER CONDUIT OR PIPIN5 KAY M ALLOHIED WAR THE LINE 10'(3.0m) INTERVALS. WITHIN IRRI&A-111ON PIPINS, OR CONTROL LINE- TRENCH. AT THE I O'CL001, LOCATE KRES AT TM P05ITION, 3 oCL= p(r_qTON. MULTIPLE LINES CITY OF BAKERSFIELD REVISIONS DETAILS FOR PIPING, TRENCHING, AND BACKFILL STANDARD PLAN NO. BHTOF 14 L-2 APPROVED RCF XXXXX DATE L-2 P I �Pl �NGAND TRENCHING A F -A I N.T.S. TOP Or VALVE BOX 2.51 (0.16m) I- EE (552) MAIN (SEE NOTE 03 ON - EXPANSION LOOP OR ELL (5T) LINE HIP. FIN:5HED IH15 SHEET) FOR ALLE5 &RADE EXTRA CONTROL CONTRA' HIRE REZII ':ANT HIRE COMMON BALL VALVE (LINE SIZE) ........... FEMALE AD it HIRE 5C+MLE &0 PAST NIPPLE PVC - 4.0'(Wtr,) -- - --------- ELL 07) AM THREADED UNION 5C. r: SEE DETAIL `H` VIFA 15 FOR VALVE NIPPLE TH5 5HMT INSTALLATION - DETAIL V) MAIN LINE FLAN VIE LINE BRICK REMOTE CONTROL VALVE S. ALL IRRIGATION CONTROL HIRES (COMM AM ca" SHALL SE 14 &AL*E U.L. SINGLE STRAND COPPER HIRE, TAPED AND BUNDLED AT 10'(3,OW INTERVALS AND PLACED WAR THE NOTES: IRRIGATION MAINLINE AT THE 5 O'CLOCK P051110K SEE CITY 5TANDARDS SHEET L-2. I. USE YU14N ON ALL THREADED JOINT5. 6. ALL HIRE CONNECTIONS SHALL BE HATERPROOF AND APPROVED BY THE RECREATION AND PARKS DIRECTOR, SPLICES HILL NOT 2. ALL NIPPLES SHALL BE SCHEDULE W PVC. ALL. FITTIN66 BE AL1.01AW MLE55 APPROVED BY THE RECREATION AND SHALL BE SCHEDULE 40 PVC. PARKS DIRECTOR. THE APPROVED SPLICES HILL REWIRE THE USE OF A SPLICE BOX. 5. ALL IRRIOA71ON CONTROL VALVES SHALL BE PLACED IN A FILA671C IRRI&ATION CONTROL VALVE BOX WITH VALVE 10 TA6. THE TOP OF 1. MAINTAIN 2.0'(ObW 5EPARA110N SETHEEN REMOTE THE VALVE BOX SHALL BE 2.0'(50nIvi) BELOW FINISHED 6RADE IN TURF CONTROL VALVES (CENTERLINE To CENTERLINE) HIEN MORE THAN AND 2.0' (50vri) ABOVE FINISHED ORADE IN PLANTER AREA. THE ONE VALVE 15 INSTALLED IN THE 5APE LOCATION. "TIC, FOLLON% VALVE 50)e AND LIDS OR APPROVED EZAL MUST BE ABLE TO ROPLAa VALVE WITHOUT CUTTiIN& ARE DEEI-W ACCEPTABLE MY DEVIATION FOR THE ACCOTTED BOXES IRRIOA71ON LINES OR MOVIN6 BOX AV LIPS BELOW MUST BE APPROVED By THE RECREATION AT PARKS DIRECTOR b. N-IERE POSSIBLE, LOCATE VALVES IN THE PLANTER AREAS. SIN(SLE VALVIESI NDS, PRO SERIES 14"Xlq' q. ALL !RR16ATION INSTALLATIONS SHALL BE IN AaORDANcE WITH CORRUGATED VALVE BOX k1ITH BOLT DOM COVER, CITY STANDARDS, THE LATEST APPROVED EDITION OF TIE UNIFORM OJICK COUPLER: N05 PRO SERIES 10' ROUND PLUMBING CODE, MANUFACTURERS RECOMMENDATIONS, SECTION CORPA)SATED VALVE BOX WITH BOLT POKN COVER, 20 OF THE STANDARD 5PECIFICAT10%, AND AS DIRECTED BY THE RECREATION AND PARKS DIRECTOR. PSIRE PULL BOX: KOS PRO SERIES 15"X20" JAMW RECTANGULAR VALVE BOX WITH BOLT VOKN COVER. 10 ALL MATERIALS USED SHALL BE M54 AND FREE FROM DEFECTS. 4. INSTALLATION OF EXTRA IRRIGATION CONTROL HIRE FROM 11. ANY AND ALL CHANGES SHALL BE APPROVED BY THE RECREATION IMOATION CONTROL CLOCK TO REMOTE CONTROL VALVE 15 AND FARK,5 DIRECTOR PRIOR TO IMPLEMENTATION, REWIRED FOR EACH MANIFOLD (SMILE OF VALVE5). EXTRA HIRE SHALL BE A DIFFERENT COLOR THAN THE ONE USED, To 12 SEE APPROVED LAND5CAPEARR16ATION PLANS AND LmEws OPERATE VALVES (ONE COLOR FOR ALL VALVE HIRES 4 ONE COLOR FOR SPECIFIC MOM NUN 5, SIZE, QUANTITY, MANUFACTIAERS FOR ALL EXTRA KRE5j AND PERFORMANCE REWIREMENT5. CITY OF BAKERSFIELD KEVISI0NS DETAILS FOR. REMOTE CONTROL VALVES STANDARD PLAN- NO, SI -IT 6 or 14 APPRO',U) RCF XXY.XX DATE, L-6 r. L-6 REMOTE CONTROL VALVES L- I N.T.S. DATE: 5-27-2015 SCALE: 1" = 20'-011 DRAWN BY: mm JOB NUMBER: 1365200 SHEET: IPD-1 SHEETIBOF22 TRACT #7240 - STREETSCAPE �2 c? z 0 rn LU 0 0 Z 0 LLI kx DATE: 5-27-2015 SCALE: 1" = 20'-011 DRAWN BY: mm JOB NUMBER: 1365200 SHEET: IPD-1 SHEETIBOF22 TRACT #7240 - STREETSCAPE SCH 40 ELL PVC SCH 80 NIPPLE TYPICAL, LENGTH AS REQUIR�D) PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. I I I I PRESSURE REG. III—I -1 I- R.C.V. 11—J11 FILTER 3" MIN III—III— IIIIIII -III-III: �11111111111111111'�11 I I -I 1I - - PVC SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL - PVC SCH 40 TEE OR ELL FINISHED GRADE IN SHRUB AREAS PVC SCH 40 MALE ADAPTER PVC LATERAL TO DRIP SYSTEM PVC SCH 80 NIPPLE BRICK SUPPORTS (4 REQ.) LANDSCAPE FABRIC 3" MINIIMUM DEPBTIH FT. DRIP REMOTE CONTROL VALVE 1 \J N.T.S. �1 4—INCH LOCKING GRATE (INCLUDED) O RAIN BIRD 1401 �3 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 FROM P.O CC FLOW i•— MASTER VALVE FLOW SENSOR 10" ROUND VALVE BOX 1. EACH CONTROLLER ASSEMBLY SHALL BE EQUIPPED WITH A MASTER VALVE RELAY ASSEMBLY (MVR). THIS ASSEMBLY SHALL CONSIST OF A RELAY PRE WIRED TO THE TERMINAL STRIP. ONE MVR IS REQUIRED FOR EACH CONTROLLER. 2. THE ASSEMBLY SHALL ALSO BE PROVIDED WITH A FLOW SENSOR ASSEMBLY FOR USE IN CONJUNCTION WITH A MASTER VALVE TO MONITOR AND SHUT DOWN THE IRRIGATION SYSTEM IN THE EVENT OF AN EXCESS FLOW CONDITION. THIS ASSEMBLY SHALL CONSIST OF A PULSE TRANSMITTER AND DECODER PRE WIRED TO THE TERMINAL AND DECODER PRE WIRED TO THE TERMINAL STRIP AND A'TEE MOUNTED FLOW SENSOR (see above detail). 3. RUN WIRES FROM FLOW SENSOR AND MASTER VALVE TO CONTROLLER. FLOW SENSOR WIRE (AEF # 9516-2SP). COMMUNICATIONS CABLE AND SENSOR CABLE MUST BE IN SEPARATE 1" CONDUITS. NOTE: VALVE AND VALVE BOX SHALL BE IDENTIFIED WITH APPROVED LABELS FOR RECLAIMED WATER AND/OR BE PURPLE IN COLOR. MASTER VALVE AND FLOW 5EN50K N.T.S. O1 FINISH GRADE O2 1/2—INCH AIR RELIEF VALVE O3 RAIN BIRD: FLUSH CAP ARV050 O RAIN BIRD: 6" VALVE BOX MDCFCAP O RAIN BIRD FITTING GRATE IS EVEN O6 RAIN BIRD DRIPLINE FITTING: MDCFTEE 12 RAIN BIRD: XT -700 DISTRIBUTION 13 TUBING STRAIGHT SPIRAL O FINISH GRADE/TOP OF MULCH NOTE: 1. ALLOW A MINIMUM OF 6—INCHES OF DRIPLINE TUBING IN VALVE O OPTIONAL RWS SAND SOCK (RWS—SOCK) BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. FOR SANDY SOILS O6 1/2—INCH POLY SWING PIPE (INCLUDED) FLUSH CAP/ AIR RELIEF VALVE COMBI 1 i 1 1/2—INCH SPIRAL BARB ELBOW (INCLUDED) `N.T.S. NOTES: O8 12—INCH SWING ASSEMBLY (INCLUDED) O 1/2—INCH MALE NPT INLET (INCLUDED) 10 PVC SCH 40 TEE OR EL GRATE IS EVEN 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 W 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 r / N.T.S. Drawing: C:\Users\Mike McDonnelllappdata\local\temp\AcPublish_5712\LDI-WD-TRACT 7240 DETAILS.dwg Layout, IPD-2 May 29, 2015, 9:59am P RAIN GAUG N.T.S. E NATION KIT DR 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') LEGEND AOEE R SPECIFICATION INSTALL ON SIDE OF TUBING, SHOWN ON TOP FOR CLARITY DISTRIBUTION T TO PLANTS, 6 L.I LENGTH TYP. 9" WIRE JUTE ST INSTALL 5 FEET ON CENTER FINISHED GRADE SALCO 3/4" AR FLEX PVC TUBING, ALGAE RESISTANT MULCH LAYER AS PER PLANTING PLAN �1 DRIP CONNECTION 1 1 J N.T.S. 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. GROUND COVER PLANT 1 GALLON SIZE DRIP EMITTE BUG CAP AND PLASTIC STAKE ON EACH TUBING END AMETEX ROUND 5" SUPERFLEXON ADJUSTABLE VALVE BOX OR EQUAL FINISH GRADE 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 PVC LATERAL LINE PER PLANS DRIP CONNECTION TO PVC DISTRIBUTION TUBING 1/4" PVC TYPE POLY TUBING. .700" O.D. 20' MAX. LENGTH SHRUB OR VINE 1, 5 AND 15 GALLON n1 DRIP CONNECTION VJ N.T.S. W Q m U W Q U W W LU �Wr w ~ - W 0»o °1:_< o W 3 w U cn oho p oZz 0) W �o-W � N Q ti m U 0 f '— } m U 0 z 0 w w V Q m o mom U H FFU ZO p O u Z y = Z 0 W DRAWING TITLE:., DETAILS • Know what's below. Call before you dig. O MAY 27, 2015 Date APRIL 30, 2017 9TH, Exp. Date O� C op C ALA" DATE: 5-27-2015 SCALE: NA DRAWN BY: MM JOB NUMBER: 1365200 SHEET: IPD-2 SHEET190F 22 r TRACT #7240-STREETSCAPE r%I A A ITIK I/1 w 1n•rr-n rL-/`11V 1 11%4 %,:) IVU 1 CJ 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 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 SHREDDED WALK- ON BARK MULCH IN ALL PLANTER AREAS. SUBMIT SAMPLE FOR APPROVAL. 7. PRE -PLANTING PREPARATION: A. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED, AND APPROVED BY OWNER'S REP. PROTECT IRRIGATION SYSTEM FROM DAMAGE. B. ROUGH GRADE PLANTING AREAS UNIFORMLY SMOOTH, DEVOID OF DEPRESSIONS, TO CONFORM TO THE GRADING PATTERNS ESTABLISHED BY CIVIL ENGINEERING DRAWINGS. ENSURE POSITIVE WATER REMOVAL TO DRAINAGE ELEMENTS OR STRUCTURES PROVIDED BY OTHERS. NOTIFY OWNER'S REP. WHEN ADDITIONAL AREA DRAINS AND SUBSURFACE DRAINAGE ARE REQUIRED FOR PROPER DRAINAGE OF PLANTING AREAS. C. ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING WALLS AND FOUNDATIONS FOR PLANTING AREAS ADJACENT SUCH STRUCTURES. D. REMOVE ALL ROCKS GREATER THAN 2" DIAMETER AND ALL DEBRIS AND DELETERIOUS MATERIAL FROM PLANTING AREAS. E. PREPARE PLANTING BEDS PER SOIL TEST REPORT'S RECOMMENDATIONS, ADDING AMENDMENTS, FERTILIZER, AND OTHER MATERIAL AS SPECIFIED TO SITE TOP SOIL. 8. PLANTS: ALL PLANTS OF THE SAME SPECIES/CULTIVAR/VARIETY SHALL HAVE MATCHING FORM, FLOWER COLOR, AND SIZE, IN HEALTHY AND THRIVING CONDITION, FREE FROM INJURIES, DISEASES, PESTS AND ROOT -BOUND OR GIRDLING ROOTS. REPLACE REJECTED PLANTS WITH MATCHING SPECIES, SIZE AND FORM. 9. LAWNS: INSTALL VARIETY AS SHOWN ON PLANS AND IS SUITED FOR THE LOCAL CLIMATIC CONDITIONS, SUBJECT TO OWNER'S REP.'S APPROVAL. A. ROTOTILL TO 6" DEPTH AND GRADE SOIL TO SMOOTH GRADIENT AT 1 INCH BELOW FINISH GRADE. B. INSTALL PLUGS PER MANUFACTURER'S RECOMMENDATION. C. IRRIGATE LAWN THOROUGHLY AFTER INSTALLATION. ADJUST SPRINKLERS AS NECESSARY FOR UNIFORM COVERAGE. CONTINUE REGULAR IRRIGATION UNTIL SOD ROOTS ESTABLISH INTO SOIL AND THROUGHOUT MAINTENANCE PERIOD. 10. PLANTING: A. IRRIGATE PLANTING AREAS TO BRING TOP 6" OF SOIL TO FIELD CAPACITY. ALLOW SOIL TO DRAIN. DO NOT WORK SOIL UNTIL IT RETURNS TO A MOIST FRIABLE CONDITION. TREE EXCAVATIONS MAY REQUIRE ADDITIONAL IRRIGATION. FLOOD TREE PITS AS REQUIRED TO MOISTEN SUBGRADE. B. PLACE PLANTS IN THEIR CONTAINERS AT THE LOCATIONS PER PLANS FOR APPROVAL BY OWNER'S REP. MAKE MINOR ADJUSTMENTS AS REQUIRED BY FIELD CONDITIONS AND TO ALLOW OPTIMAL IRRIGATION COVERAGE. C. PLANT QUANTITIES GIVEN ON PLANT LEGEND ARE FOR GENERAL GUIDANCE ONLY. PROVIDE THE SPECIFIED PLANT SPECIES IN THE QUANTITIES AT THE REQUIRED SPACING TO ACHIEVE THE DESIGN EFFECT/INTENT SHOWN ON THE PLANS. D. PLANT GROUND COVER AND SHRUB MASSES ACCORDING TO TRIANGULATED SPACING DIAGRAM UNLESS OTHERWISE SHOWN OR NOTED. E. FOR TREES WITHIN 5 FEET OF PAVEMENT AND SLAB FOUNDATIONS, PRIOR TO TREE PLACEMENT, INSTALL ROOT BARRIER FABRIC WITH ROOT INHIBITING PELLETS 18" DEEP ALL AROUND THE PLANT PIT, WITH 4" MINIMUM END OVERLAP. F. PLANT TREES, SHRUBS, VINES, AND GROUND COVERS AS SHOWN ON DETAILS. G. INSTALL 2" DEEP CONIFEROUS BARK MULCH IN SHRUB BEDS. 11. WARRANTY: WARRANT PLANT MATERIAL AND IRRIGATION SYSTEM FOR ONE YEAR FROM FINAL ACCEPTANCE OF COMPLETED WORK. REPLACE DEAD OR DYING PLANTS AND BROKEN IRRIGATION COMPONENTS WITHIN THIS PERIOD. 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 GROW -POWER PLANTING TABLETS ONE (1) per each 1 -GALLON PLANT TWO (2) per each 5 -GALLON PLANT THREE (3) per each 15 -GALLON PLANT FIVE (5) per each 24" -BOX PLANT FOR BID PURPOSES ONLY PENDING SOILS TEST AND RECOMMENDATIONS. 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 De artment. 3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility of the contractor. p 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 re resentative. 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. p 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\appdata\local\temp\AcPublish 5712\LDL-WD-TRACT 7240 DETAILS.dwg Layout: IPD-3 May 29, 2015, 9:59am 0.5 03" RAD. (15mm) CENTERLINE INE FINISHED TYPICAL ALL SIDES OF FENCE ERAD'c .,MAIN LINK FENCE 5 OR k DOD rnCE ''..` : Q> = 1•Q° (251=1 (SEE NOTE #31 ., , .. MON STRIP 0.5" RAD. 05MM) ) CONCRETE MOW STRIF•'D SEPARATE TURF FROM PLANTER I.Q' (25mm) I j TYPICAL ALL SIDES (5EE NOTE #3} I a.0° a.a" I (0.23mJ (O.23m) l FINISHES Oma"" R°0. /15m^>) F.G. (TURF)--- GRADE TYP!GAL TOP SIDES 1% MIN. - 2% MAX. FALL o t AWAY FROM FLAYOPMND c .:. SAND 1 S' O"(ISm i LAvVN -` : 6.0" (!5Omm1 THIGK� �COMPAGTEG LOT EARTH GONGRETE�i01 < STRIP � �O°�OY;iil• �' %%""• MON 5TRIF AT CHAIN LINK FENCE AND WOOD FENCE BLOCK WALL OR FENCE APPROVED WAMRPROOFIN6 ON LOT SIDE 0.5" RAD. (I5 -n! r LOQ TYPICAL TOP SIDES i ?.0" (SEcE NOTE #s) ��' `> FINISHED-•- 1 V(0.2 COMPACTED 6�cAlJE - EARTH 6.0" (150mm) Y a ; --- FOOTING TRI CK CONCR'TE -? TA MOW %'RIP 4 SECTION BLOCK wAUL - f{ OR FENCE R=a.O" TVP:- PILASTER '0.23m) PLAN ,I MOW STRIP AT HALL AND FENCE SLIT' ; J OF 14 I (off ! (0.2m) 1 [_..COMPACTED EARTH OI PLAYGROUND 51DENALK NOTES: 1. CON51RJAT A DEEP SCARE JOINT (I) AT EVERY FENCE POST AND EVERY 15' (4bm) ON ALL OTHER CONCRETE SURFACES, 2. ALL AREAS TO RECEIVE CONCRETE 5HALL BE COMPACTED TO q0% RELATIVE DENSITY FOR A DEPTH OF 05' (150rm) OR A5 APPROVED BY THE RECREATION AND PARKS DIRECTOR, 3. TOP OF MOW STRIP SHALL BE 1.0" (25mm) ABOVE FINISHED GRADE WHEN ADJACENT TO TURF AND 2.0" (50nxal) ABOVE FIN15HED 6RADE WHEN ADJACENT TO PLANTM 4. PFIBRE THE GRADE ON THE LOT 51DE OF THE WALL 15 416W THAN THE GRADE ON THE STREET 51M OF THE WALL., WATER PROOF -110 15 REQUIRED, SEE CITY STANDARD SHEET LA DETAIL 61 FOR WATER PROOFING REQU€RDtV5. 5. A q.0' (0.23m) WIDE CONCRETE MAW STRIP ':5 REQUIRED FOR ALL LAWN AREAS ADJACENT TO AN EXISTING OR PROP05W FBJCEIWALL CITY STANDARD SHEET L-11, DETAIL 'M' t W, b. ANY AND ALL ORANISE5 FROM THI5 STANDARD DETAIL SHI SHALL BE APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR TO CONSTRUCTION TALL CONCRETE SHALL. BE GLASS "5" IN ACCORDANCE WITH CITY STANDARDS, THE LATEST EDITION Or SECTION T3 OF THE STANDARD SPECIFICATION, AND AS APPROVED BY THE RECREATION AND PARKS DIRECTOP, LD. MOW 57JP AL.ON6 WALL SHALL INC UDE PILASTER. I. MOW STRIP SHALL BE IN51ALLED AT ALL PROPERTY LIMES. CITY OF BAKERSFIELD DETAIL FOR CONCRETE MOW STRIPS & PLAYGROUND SIDEWALK AP:�RoveD RCE XXXXX D.a're REVISIONS STANDARD PLAN NO. L-11 R1 L-11 MOW STRIPS &SIDEWALKS N.T.S. 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. PLANT SPACING N.T.S. o ' MIDER TREE 11E H2464 OR AFPROVED /EQUAL. 2 TIES PER STAKE. tB DIES A5 5TAKE(5) x �\ i o I TRLNK GUARD INSTALL TREES ALONG M CL OF PLANTER 4- (loom) o! BERM RM RED DISTANCE VARIES /0//� W INSTALL ROOT BARRIER PAI,6.5 PER UIRR£NT MANJFAGTIRERSa-KAN11W TA9LE5 0" i SPEGFIGATIONS �,:.y,Jy.; ,SEE NOTE 6, HI TREE PLANTING )NIL ROOTSUARD NOTE5: 1. APPLY SOIL AMDVMW AS PER 501E TE5T. 2. ALL TREES SHALT. BE 5TAKED MTN NEW 2.0" (t O5 DIA. (t'RL5aM TREATED) LOD5E POLE PINE. REMOVE MAY TREE STAKF5 FRAM ALL PLANT MATERIAL DELIVERED TQ THE PRO.EGT SITE AND INSTALL N39 TREE STAKES. 3. LON5T11W t4MV AS REQUIRED TO PLANTS STABILITY DANS COSTRUCTIONL INSTALLATION 4. ARBOR TREE SUARD OR APPROVED EQUAL 15 RECMFZ) AROUND ALL TREES PLANTED IN LAM AREAS, 5. ROOT WARD BARRIER 15 REWIRED 14B THE TREE TMW S 5.o' Q" OR LESS mom ANY HARD SURFACE PLACE BARRIER PARALLEL ALONG THE E06E OF HARD SWFAGE. b. PLAN71N5 TABLET SHALL BE PLACED 2A' (Damm) BELM FINFV GRADE NEAR ROOT FOAVATION AS FOLLOI ' I - TABLET PER I CAL, Olq Q 5 - TABLEt5 PER 5 6AL. CS.a U b - TAai-5 PER 15 CAI.. (56$1.) a - TABLES PER 2A' (OhK BOX T ANY AND ALL DEVIATIONS FROM THIS STANDARD SHALL BE APPROVED BY T}aF RECREATION AND PARKS DIRECTOR 6. ALL LAHDSGAPE INSTALLATION 5 ALL M IN ACCORDANCE WITH CITY 5TANDARD5, MAK FACTURIER5 RECOMHENRATION, AND SBCTON 20 OF Tit STANDARD SPECIFICATIONS. q. ALL MATERIAL LSED 5HALL BE RN AND FREE FROM IMr'ERFECTIONS. 10. SM APPROVED LANDSGAMIRRICAT:ON PLANS FOR SPECIFIC MODEL NA✓ 5, SIZE, MAM;FA,GTURER, A%V PERFORMAALE REMIIREt- L It. ADD 2' OF M)BLE CUT N" CHIP MATERIAL FROM GITT s 6RM11KASTE FAGiLIT (OR APPROVED EQUAL. AREVAILIN6 WIND DIRECTION ( TREE TRUNK 4 TREE STAKE5 5i>P?ORr NEED) J€ STAKE LOCATION %ERM rmt) TABLETS -u D!SnR38? 50.'L 1 2X WEDTN I 2x w DTH ! OF ROOT5ALL F' of RacTuALL ki TYP€GAL SHRUB 11 STA IN6 129TAIL PLANTING DETAIL CITY OF BAKERSFIELD REVISIONS' DF,TNII. FOR TRFF AND SHRUB PLANTING STANDARD PLAN .NO. STiT 10 OF 14 APFROFL*D RCF XXXXX DATE L- 10 �L-�OT�R EEAND�SH�RUB PLANTING A N.T.S. THEE OBJECTIVE 15 TO SOFTEN THE VISUAL IMPACT OF A FENCE: OR MALLED FRONTAGE. PLANT MATERIAL 5HALL BE 5ELECTED TO PROVIDE A PLEASING LANDSCAPE WITH4 LOW MAINTENANCE REEa)IRfiME'.NTS. LANDSCAPE PLANT MATERIAL COMBINATIONS SHALL BE REVIEWED AND APPROVED BY CITY PARK5 DIVISION. A 5EPARATE AUTOMATIC, IRRI6ATON 5Y5TEM IS REQUIRE D NT5 OR MASONRY WALL u - .......... ---.................. ------------ -WIDTH VARIES OF SLOPE �5L OR DRILL SITE ARBA +da a' L.AN ., 51T�_WAl.K vaRIES 5! GTION NTS I 1 :::::: O'-5` WIDE LANDSCAPE: PLANTING (SHRUBS ONLY) CONCRETE -! GURBrGUTTER / 5+ NIDE LANDSCAPE: PLANTIN6 AREA (TREE5A5HRU55) DRIVEWAY 51DEMALK AREA / ELEVATION NTs L AREA wrem- BACK OP simm LK ,&m KALI- 5. ALL GRA wvm %HALL eg FeA5sW *0 T. NO CLIMBING VINES %HALL BE USED TO SCREEN OR FENCE AT PROPM7Y LINE SHALL BE APPROYM BY CITY PARK5 DIVISION. WALL OR FENCE. LANDSCAPED. IF FRONTAGE 15 LESS THAN 100 4. ALL PLANTS (roil, TREES) SRALL NA, IT AN 8. NO LANDSCAPE IM9°ROVEN1ENt75 SFWI LINEAR FEET, THE AREA BETYrECN FI�E/Y4ALL AND INDIVIDUAL LBB. ALt.OhED AND {�NCRE�7E 51DHHALK SHA1J. � BE BACK OF CMTS %HAD. RELIEVE CONK , 5. IRRIGATION SYSTEM SHALL HAVE A SEPARATE F. UX*'7E'D 7O THE NAGE OF WALL Yv SH 5' ,�. OR 2. SRG4NJD COVER MAY BE U6GED ONLY WHEN POINT OF COWta`i�TION, DRILL SITE FRONTAGE 15 LEW THAN 100 LINEAL D15TANGE 5ETHM4 SACK OF SI VEWA:.K AND FENCE b. SHRUBS AND TREBS SHALT. BE 5PAG� No FEET AS MEASV;tM PARALLEL TO TIE: ADJACENT MET -109 101. CLOSER TItA N Y2 THEIR FULL D!APETER AT MATUR 7 , STREET. CITY OF BAKERSFIELD TYPICAL LANDSCAPE WALL OR FENCE SCREEN APPROVED RCr;YXXYX DATki REVISIONS L-1�3W�A LLOR FENCE SCREEN V / N.T.S. STANDARI PL.AN .NO. L-13 UJI ' MIDER TREE 11E H2464 OR AFPROVED /EQUAL. 2 TIES PER STAKE. tB DIES A5 5TAKE(5) �-----'(� NOTE x2 AND DETAIL JI) i o I TRLNK GUARD N M FORTS ONLY o! WATER BASIN /0//� W 4.0' BERM (IOO!Ctn) I- p S,tZ4 GROM OF TREE TO BE Q (\ l\ 4 OS" 05mm) ABOVE F.G. _ ALL TNRGUGHObT) al Alt W PLANTING TABLETS m: :�., " ', e5EE NOTE #6) Q o NOTE5: 1. APPLY SOIL AMDVMW AS PER 501E TE5T. 2. ALL TREES SHALT. BE 5TAKED MTN NEW 2.0" (t O5 DIA. (t'RL5aM TREATED) LOD5E POLE PINE. REMOVE MAY TREE STAKF5 FRAM ALL PLANT MATERIAL DELIVERED TQ THE PRO.EGT SITE AND INSTALL N39 TREE STAKES. 3. LON5T11W t4MV AS REQUIRED TO PLANTS STABILITY DANS COSTRUCTIONL INSTALLATION 4. ARBOR TREE SUARD OR APPROVED EQUAL 15 RECMFZ) AROUND ALL TREES PLANTED IN LAM AREAS, 5. ROOT WARD BARRIER 15 REWIRED 14B THE TREE TMW S 5.o' Q" OR LESS mom ANY HARD SURFACE PLACE BARRIER PARALLEL ALONG THE E06E OF HARD SWFAGE. b. PLAN71N5 TABLET SHALL BE PLACED 2A' (Damm) BELM FINFV GRADE NEAR ROOT FOAVATION AS FOLLOI ' I - TABLET PER I CAL, Olq Q 5 - TABLEt5 PER 5 6AL. CS.a U b - TAai-5 PER 15 CAI.. (56$1.) a - TABLES PER 2A' (OhK BOX T ANY AND ALL DEVIATIONS FROM THIS STANDARD SHALL BE APPROVED BY T}aF RECREATION AND PARKS DIRECTOR 6. ALL LAHDSGAPE INSTALLATION 5 ALL M IN ACCORDANCE WITH CITY 5TANDARD5, MAK FACTURIER5 RECOMHENRATION, AND SBCTON 20 OF Tit STANDARD SPECIFICATIONS. q. ALL MATERIAL LSED 5HALL BE RN AND FREE FROM IMr'ERFECTIONS. 10. SM APPROVED LANDSGAMIRRICAT:ON PLANS FOR SPECIFIC MODEL NA✓ 5, SIZE, MAM;FA,GTURER, A%V PERFORMAALE REMIIREt- L It. ADD 2' OF M)BLE CUT N" CHIP MATERIAL FROM GITT s 6RM11KASTE FAGiLIT (OR APPROVED EQUAL. AREVAILIN6 WIND DIRECTION ( TREE TRUNK 4 TREE STAKE5 5i>P?ORr NEED) J€ STAKE LOCATION %ERM rmt) TABLETS -u D!SnR38? 50.'L 1 2X WEDTN I 2x w DTH ! OF ROOT5ALL F' of RacTuALL ki TYP€GAL SHRUB 11 STA IN6 129TAIL PLANTING DETAIL CITY OF BAKERSFIELD REVISIONS' DF,TNII. FOR TRFF AND SHRUB PLANTING STANDARD PLAN .NO. STiT 10 OF 14 APFROFL*D RCF XXXXX DATE L- 10 �L-�OT�R EEAND�SH�RUB PLANTING A N.T.S. THEE OBJECTIVE 15 TO SOFTEN THE VISUAL IMPACT OF A FENCE: OR MALLED FRONTAGE. PLANT MATERIAL 5HALL BE 5ELECTED TO PROVIDE A PLEASING LANDSCAPE WITH4 LOW MAINTENANCE REEa)IRfiME'.NTS. LANDSCAPE PLANT MATERIAL COMBINATIONS SHALL BE REVIEWED AND APPROVED BY CITY PARK5 DIVISION. A 5EPARATE AUTOMATIC, IRRI6ATON 5Y5TEM IS REQUIRE D NT5 OR MASONRY WALL u - .......... ---.................. ------------ -WIDTH VARIES OF SLOPE �5L OR DRILL SITE ARBA +da a' L.AN ., 51T�_WAl.K vaRIES 5! GTION NTS I 1 :::::: O'-5` WIDE LANDSCAPE: PLANTING (SHRUBS ONLY) CONCRETE -! GURBrGUTTER / 5+ NIDE LANDSCAPE: PLANTIN6 AREA (TREE5A5HRU55) DRIVEWAY 51DEMALK AREA / ELEVATION NTs L AREA wrem- BACK OP simm LK ,&m KALI- 5. ALL GRA wvm %HALL eg FeA5sW *0 T. NO CLIMBING VINES %HALL BE USED TO SCREEN OR FENCE AT PROPM7Y LINE SHALL BE APPROYM BY CITY PARK5 DIVISION. WALL OR FENCE. LANDSCAPED. IF FRONTAGE 15 LESS THAN 100 4. ALL PLANTS (roil, TREES) SRALL NA, IT AN 8. NO LANDSCAPE IM9°ROVEN1ENt75 SFWI LINEAR FEET, THE AREA BETYrECN FI�E/Y4ALL AND INDIVIDUAL LBB. ALt.OhED AND {�NCRE�7E 51DHHALK SHA1J. � BE BACK OF CMTS %HAD. RELIEVE CONK , 5. IRRIGATION SYSTEM SHALL HAVE A SEPARATE F. UX*'7E'D 7O THE NAGE OF WALL Yv SH 5' ,�. OR 2. SRG4NJD COVER MAY BE U6GED ONLY WHEN POINT OF COWta`i�TION, DRILL SITE FRONTAGE 15 LEW THAN 100 LINEAL D15TANGE 5ETHM4 SACK OF SI VEWA:.K AND FENCE b. SHRUBS AND TREBS SHALT. BE 5PAG� No FEET AS MEASV;tM PARALLEL TO TIE: ADJACENT MET -109 101. CLOSER TItA N Y2 THEIR FULL D!APETER AT MATUR 7 , STREET. CITY OF BAKERSFIELD TYPICAL LANDSCAPE WALL OR FENCE SCREEN APPROVED RCr;YXXYX DATki REVISIONS L-1�3W�A LLOR FENCE SCREEN V / N.T.S. STANDARI PL.AN .NO. L-13 UJI M /0//� W I- W Q U W Q o J mw� LUN^ 0 U ° porn o VJ 1 U) W U O Q m O LU � O t- 0ZW v 11, Y v Q �11u Cal U Q F- } M U Q 0 Z 2 0 w w d mem m 0 I 0 O 0 U Z y Z 0 w DRAWING TITLE: DETAILS 11 1 i Know what's below. Call before you dig. v 11 � � MAY 27, 2015 Date APRIL 30, 2017 9 Exp. Date OF CALX DATE: 5-27-2015 SCALE: NA DRAWN BY: mm JOB NUMBER: 1365200 SHEET: 1PD-3 SHEET20OF 22 TRACT #7240 - STREETSCAPE IRRIGATION SPECIFICATIONS PART 1 - GENERAL CONDITIONS 1.1 Description: A. Work Included: Provide all labor, materials, transportation, and services necessary to furnish and install irrigation systems as shown on the drawings and described herein. 1.2 Quality Assurance: A. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this contract furnish directions covering points not shown in the drawings and specifications. B. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. C. Explanation of Drawings: 1. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. 2. The word Landscape Architect as used herein shall refer to the Owner's authorized representative. 3. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. 4. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, g 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:\Users\Mike McDonnell\appdata\local\temp\AcPublish_5712\LDI-WD-TRACT 7240 SPECS.dwg Layout: LS -1 May 29, 2015, 9:59am D. Operation and Maintenance 1. Prepare and deliver to the Landscape Architect within ten calendar days prior to completion of construction, two hard cover binders with three rings each containing the following information: a. Index sheets stating Contractor's address and telephone number, list of equipment with names and addresses of local manufacturer's representatives. b. Catalog and parts sheets on every material and equipment installed under this contract. c. Guarantee statement (Section 1.05). d. Complete operating and maintenance instructions on all major pieces of equipment. 2. In addition to the above mentioned maintenance manual, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Landscape Architect at the conclusion of the project that this service has been rendered. E. Equipment to be Furnished: 1. Supply as part of this contract the following tools: a. Two sets of special tools required for removing, disassembling, and adjusting each type of sprinkler and valve installed under this contract. b. Two five-foot valve keys for operation of gate valves (as required). c. Two keys for each automatic controller or enclosure. d. Six quick coupler keys and matching hose swivels for each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final inspection can occur, evidence that the Owner has received material must be shown to the Landscape Architect. 1.4 Product Protection, Storage, and Handling: A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, loading, unloading, and storing of PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and if installed, shall be replaced with new piping. 1.5 Analysis of samples and tests: None. 1.6 Guarantee: A. The guarantee for the sprinkler irrigation system shall be made in accordance with the attached form. The general conditions and supplementary conditions of these specifications shall be filed with the Owner or his representative prior to acceptance of the irrigation system. B. A copy of the guarantee form shall be included in the operations and maintenance manual (Section 1.03, D). C. The guarantee form shall be re -typed onto the Contractor's letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from the date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make repairs or replacements within a reasonable time after receipt of written notice from the Owner. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. (The above statement is to be followed by the project name, location, signature, address, and telephone number of Irrigation Contractor, in addition to the date of acceptance). PART 2 - MATERIALS 2.1 General: Use only new materials of brands and types noted on the drawings, specified herein, or approved equals. A. PVC pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2 and 1/2 inch and larger shall be PVC Class 315. 2. Pipe shall be made from an NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements as set forth in Federal Specification PS -22-70 (Solvent Weld Pipe) with an appropriate standard dimension (S.D.R.) 3. Pressure main line piping for sizes 2inch and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal Specification PS -21-70 (Solvent -Weld Pipe). 5. PVC solvent -weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent -weld pipe and fittings shall be of the type and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure rating in PSI e. NSF (National Sanitation Foundation) approval f. Date of extrusion 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. B. PVC Non -Pressure Lateral Line Piping: 1. Non -pressure buried lateral line piping shall be PVC class 200 with solvent -weld joints. 2. Pipe shall be made from NSF approved, Type 1, Grade II, PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements set forth in Federal Specifications PS -22-70 with an appropriate standard dimension ratio. 3. Except as noted in paragraphs 1 of 2 of Section 2.01C, all requirements for non -pressure lateral line pipe and fittings shall be the same as for solvent -weld pressure main line pipe and fittings as set forth in Section 2.01 B of these specifications. C. Brass Pipe and Fittings: -OMIT 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification WW -P-351. 2. Fittings shall be red brass conforming to Federal Specification WW -P-460. D. Galvanized Pipe Fittings: 1. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized couplings may be merchant coupling. 3. All galvanized pipe and fittings installed below grade shall be painted with two coats of Koppers 50 Bitumastic. E. Gate Valve: 1. Gate valves 3 -inches and smaller shall be 125 -Ib. SWP bronze gate valve with screw-in bonnet, non -rising stem and solid wedge disc, have threaded ends, and be equipped with bronze wheel handle. 2. Gate valves 3 -inches and smaller shall be similar to those manufactured by Nibco or approved equal. 3. All gate valves shall be installed per installation detail. F. Quick Coupling Valves: Quick coupling valves shall have a brass two-piece body designed for working pressure of 150 PSI operable with quick coupler key. Key size and type shall be as shown on plans. G. Backflow Preventer Unit: 1. Backflow prevention units shall be of size and type indicated on the irrigation drawings. Install the backflow prevention units in accordance with the irrigation construction details. 2. Wye strainers at backflow prevention units shall have a bronzed screwed body with 100 mesh monel screen and shall be similar to Bailey 100A or approved equal. H. Check Valves: 1. Swing check valves 2 -inches and smaller shall be 200 lbs. WOG bronze bronze cons tr ction 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 stakeout 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 W Q m U U) W U W x o J Luw ^ LU 5- O rp 0) c:, o r Lu U a opo PIL W 0 U) NY LU �ZLL n LL Q r A 1 _ m I° U a r m x U a 0 0 w Z Z U m m u W 0 � o 0 00 Z LL w y ti z 0 w DRAWING TITLE: SPECIFICATIONS o g wti % 2 * MAY 27, 2015 Date APRIL 30, 2017 9 Exp. Date OFC ALX DATE: 5-27-2015 SCALE: NA DRAWN BY: MM JOB NUMBER: 1365200 SHEET: LS -1 SHEET21 OF 22 TRACT #7240-STREETSCAPE MAINTENANCE PERIOD NOTES: 1. The contractor shall provide all labor, materials and equipment to perform work during the post -installment maintenance period, as specified herein including but not limited to: adequate watering of plant material and controlling weeds, rodents and other pests for a minimum period of three hundred and sixty-five (365) days. 2. The contractor shall maintain the project on a continuous basis from the first day after planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility of the contractor. 4. All areas including, but not limited to turf, groundcover areas, concrete walks and slabs shall be kept clean and free of weeds, litter and debris. 5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off-site. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non-selective post -emergent herbicide as specified by a weed abatement company, and left in place for (7) seven days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall be removed seven (7) days after application and disposed of off-site. 6. Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent infestations and proper preventative or control measures taken. Should the city, during the maintenance period, discover that the terms for the maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of said maintenance period will be terminated. The maintenance period will be extended one (1) day for each day the area is out of its maintenance period. After the area has been brought up to city standard, the city will require a re -inspection by a City of Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, then, and only then, will the city re -accept the area in writing. 7. The contractor shall properly and completely maintain all parts of the irrigation system. 8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 9. (3) Three weeks prior to the conclusion of the maintenance period, the contractor shall contact the city's representative to perform a final inspection of work. Any removed plants not in satisfactory and healthy condition from the site shall be replaced with material of like kind and size and in a manner specified for original planting. If the replacement plants do not represent a similar foliage representation of the original planted material, the contractor shall replace plants with the next available up-sized container. All ground cover shall have a twelve (12") inch clearing from all structures including but not limited to: sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc. 10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blue line prints an "as built" drawing. The drawings shall include all deviations from the original bid documents made during construction that affect the main lines, controller locations, remote control valves, quick -coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, a set of 11 x 17 laminated "as built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two quick coupler valve keys with gate valve hose bib attachment, shall be submitted to the city. 11. Before the start of the maintenance period, the contractor shall submit all unedited invoices of said rain bird equipment to the city of Bakersfield Recreation & Parks representative for their maxicom dollar fund. Drawing: C:\Users\Mike McDonnell\appdata\local\temp\AcPublish_5712\LDI-WD-TRACT 7240 SPECS.dwg Layout: LS -2 May 29, 2015, 9 59am 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, material's, 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 alllans and specifications p Ifications 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. 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 I� W Q m U (n � W Q U W 0 0 - J W-t - W_ 2 0»'o o �o�� LL W : a Q U °' Cl) 0 oz° W0 Y - LLL,N �z� LO �� n ti m I° F. U Q a F } m x U a 0 Z 0 W Z a � � g m � m U ti W V z U 00 0 O � 0 w � Z z 0 LU DRAWING TITLE: SPECIFICATIONS Know what's below. Call before you dig. �v c7 "3 * MAY 27, 2015 Date % APRIL 30, 2017 9 Exp. Date op CAL���� DATE: 5-27-2015 SCALE: NA DRAWN BY: MM JOB NUMBER: 1365200 SHEET: LS -2 SHEET220F 22 TRACT #7240-STREETSCAPE