Loading...
HomeMy WebLinkAbout1.5-6531 Ph 1CITY 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 ail planters, turf areas and away from all planting holes. If positive drainage does not exist notify landscape architect prior to proceeding for written authorization and instructions to proceed. 9. City of Bakersfield standards and specifications sheet, included with this drawing set, and C.O.B. standard details take precedence over all other specification or details. 10. All trees under utility lines are subject to change per C.O.B. 11. Contractor shall install a 6" concrete mow curb as per C.O.B. standards at each phase line and limit of construction line & a 9" mow curb between wall and turf areas 12. Provide root barriers for each tree within 6' Of any existing or proposed paving or structure. 13. All plant material shall be approved by the owner's representative. - 14. No planting shall be planted until the installation of the irrigation system is completed, final grades have been established, planting areas have been property graded, and soil prepared andthe 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. .......... JIM aim IN I Iii: 11i IMPROVEMENT PLANS TRACT #6531 LMD GENERAL NOTES. - 1.. SEE CIVIL ENGINEERS DRAWINGS FOR GRADING AND DRAINAGE INFORMATION NOT SHOWN IN THESE DRAWINGS. LANDSCAPE SHEET INDEX 2. UPON EXECUTION OF THE CONTRACT, PROVIDE THE LANDSCAPE ARCHITECT AND OWNER WITH A CRITICAL PATH SCHEDULE TO INCLUDE EACH ITEM, LEAD TIME, ORDER AND INSTALLATION DATE FOR SUBSTANTIAL COMPLETION. 3. PROVIDE FOR POSITIVE DRAINAGE. NOTIFY LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE OTHERWISE. MAINTAIN BAKERSFIELD SHEET DRAWING TITLE SHEET NO. FLOWLINES AND DRAINAGE PATTERNS AS INDICATED ON ENGINEER'S GRADING DRAWINGS 4. VERIFY AND STAKE LOCATION OF UTILITIES PRIOR TO CONSTRUCTION AND IS REQUIRED BY GOVERNING AGENCIES BE HELD LIABLE FOR DAMAGES TO EXISTING UTILITIES INCURRED BY INSTALLATION OF THE WORK. !� SHEET 5, REPAIR AND REPLACE ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION. L4.01 L4.02 L1.00 COVER 1 6, CHECK DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES OR. POSSIBLE DEFICIENCIES BETWEEN THE DRAWINGS AND THE SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE L6.O1 L6 02 _ L4.00-4.04 IRRIGATION PLANS 2-6 BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE OWNER. 7. VERIFY PROPERTY LINES PRIOR TO COMMENCING WORK. NO CONSTRUCTION ITEM, INCLUDING FOOTINGS, SHALL EXTEND L5.00-5.01 IRRIGATION DETAILS 7-$ r ® ./. ® ® >_ ® ® v a BEYOND CONTRACTOR LINE. '�' f I�NAMA LANE T L6.00 - 6.04 PLANTING PLANS 9-13 8, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB -CONTRACTORS AS REQUIRED TO ACCOMPLISH THE WORK PIPING, CONDUITAND SLEEVES SHALL BE SET IN PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. I _SEE SHEET 25 L8.00 PLANTING DETAILS 14 9. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE, CONSTRUCTION MEANS AND METHODS, SAFETY _ PROCEDURES,BRACING, TEMPORARY SUPPORTS, AND SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1 '-'--'-- -� l L9.00 -L9.01 SPECIFICATIONS - 15-16 OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION L4.03 METHODS AND SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND ® 5 4 DIVE LAD SC PEAR HI _ 1¢ 43 30 2mom 27 14 1 12 . L6.03 LANDSCAPE ANALYSIS: LENNAR TRACT 6531-1, BAKERSFIELD, CA 10. GIVE LANDSCAPE ARCHITECT A MINIMUM OF 40 HOURS NOTICE FOR REQUIRED E REQUESTED JOB SITE PRI SEE SHEET 3 MOONWOOD WAY h'{'o J 1 w 11 FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. Vo 42 31 2fi 15 f W 1 1 PHASE 1 SQUARE FOOTAGE FROM BACK OF CURB TO WALL: 41,561 +/- SF 12. FOR SUBMITTALS, SAMPLES AND SHOP DRAWINGS REQUESTED, SUBMIT IN TRIPLICATE TO LANDSCAPE ARCHITECT WITH ONE -' i PHASE 1 SQUARE FOOTAGE FROM BACK OF WALK TO BACK OF WALL: 7,304+/- SF COPY TO THE OWNER UNLESS OTHERWISE SPECIFIED. 5253 O 13, PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ! 55 56 57 58 of 41 32 i W 25 i6 0 10 ¢ I PHASE 1 SQUARE FOOTAGE FROM BACK OF CURB OF MEDIAN: 10,607 +/- SF ENTIRE EDGE. 40 33 w 24 17 8 9 z PHASE 1 SQUARE FOOTAGE OF CONCRETE PAVING IN MEDIAN: 3,503 +/- SR 14 OR 45 UNLESS OTHERWISEDIMENSIONS ARE FROM NOTED. OF THE BUILDING, PAVING AND WALLS UNLESS OTHERWISE NOTED. ANGLES ARE 90 59 i Y 39 34 0 23 18 3 8 I 15, COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WORK OF OTHER TRADES. 93 92 9160 ETREE ANALYSIS: TR6531 -1, 16. MATERIALS AND WORKMANSHIP, CONFORM TO LATEST UNIFORM BUILDING CODES AND APPLICABLE GOVERNING AGENCY - ei 38 35 of 22 19 1� 7 ) I BAKERSFIELD, CA CODES AND ORDINANCES. NO PART OF CONTRACT DOCUMENTS TO BE IN VIOLATION OF CODES, IF DISCREPANCIES EXIST. E OPAL DRIVE z 61 w iw NOTIFY LANDSCAPE ARCHITECT AND OWNER. SEE S4EE 8 ._ ¢ W 37 36 21 20 6 e 17. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION; ALL UTILITY METERS, (POWER & WATER) MUST BE SET & FULLY OPERATIONAL. GRADING NOTES: 1. PRIOR TO CONSTRUCTION, VERIFY EXISTING AND PROPOSED GRADES, UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES, - STREET IMPROVEMENTS, AND FINISH FLOOR ELEVATIONS WITH THE CONTRACT DOCUMENTS. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY UPON DISCREPANCIES. 2.. GRADING PLANTING AREAS TO CATCH BASINS AT 2% MINIMUM. 3, PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING. SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. 4. CONCRETE WALKS TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND SHALL MEET GOVERNING AGENCY REQUIREMENTS. 5. INSTALL DRAIN LINES IN SMOOTH, CONTINUOUS SLOPE ATI,% (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. Know what's below. Call before you dig. Dmwlnp: CwUs RUWlke MEDonnen%appdataVN owempwcPmnsh 19235LL100 PH 1 Adwq LeyoutL Deo o]. 1118, 1zaPm I.X'1:IAr:t@]y/20 r/i KEY MAP TR4CT #6539 L4.04 L6.04 PHASE 1 PERCENT OF EVERGREEN TREES: 32% OWNER / CLIENT Lennar of California 8080 N. Palm, #110 Fresno, California 93711 661-371-7911 Contact: Jim Grombly CIVIL ENGINEER SmithTech USA Incorporated 1424 17th St. Bakersfield, California 93301 (661)327-8492 LANDSCAPE ARCHITECT Landscape Development, Inc. 468 Poli Street, Suite 2E Ventura, California 93001 (661) 295-1970 Contact: Michael McDonnell Approved by: EXP. Date Approved by:� NICOLAS FIDLER, Public Works Director Date OF- R.C.E NO. 61069 Exp.2/31/18 Reviewed by: Recreation and Parks Department Date ✓I 12 1Z -71!g Reviewed by: Traffic Engineer Date m x U U) F a LU I ` W U z .0 EL ° 0 U Wc`Do L `= m lJJ of d Lu U °oLL. Q Y Q lY U 2 am � u, ZU-m~ z LU 11.1 W J 1t' (n m x U DRAWING TITLE: COVER SHEET oa��e��a, zols DATE: 12/3/2018 SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET: L1.00 SHEET 1 OF 16 TRACT #6631-PH1 LMD 1.5-6531 Ph 1 B o a � C � Z z w 3 0 _ z z O SO w z DRAWING TITLE: COVER SHEET oa��e��a, zols DATE: 12/3/2018 SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET: L1.00 SHEET 1 OF 16 TRACT #6631-PH1 LMD 1.5-6531 Ph 1 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 TOA MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. 15CONTRACTOR 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. D-.' MCDanne114pptlaraVa Il mpl Pudlh 19236LL400 PHI Owg 1 L400 U D3, ID1$124Pm CITY OF BAKERSFIELD GENERAL IRRIGATION NOTES 1. INSTALL MATERIALS AS CALLED OUT IN DETAILS AND AS PER SPECIFICATIONS. 2. THERE SHALL BE NO DELETIONS OR SUBSTITUTIONS WITHOUT THE APPROVAL OF THE OWNER, THEIR AGENT, AND/OR THE LANDSCAPE ARCHITECT. 3. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR REQUIRED COVERAGE WITH MINIMUM OR NO OVERSPRAY. LANDSCAPE ARCHITECT SHALL HAVE FINAL APPROVAL. 4. COMPONENTS LOCATIONS ARE APPROXIMATE AND DIAGRAMMATIC AS INDICATED. 5. ALL IRRIGATION LINES RUNNING UNDER PAVED SURFACES SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES. NO DIRECTIONAL CHANGES IN THE IRRIGATION SYSTEM SHALL BE INSTALLED UNDER PAVEMENT OR HARDSCAPE AREAS. ALL SLEEVES SHALL BE A MINIMUM 2 TIMES LARGER THAN THE IRRIGATION LINE. ALL SLEEVES CROSSING LOCATIONS WILL BE INDICATED BY CHISELING "IR" ON THE FACE OF THE CONCRETE CURB, VERIFY WITH C.O.B. FOR APPROVED METHOD AND TYPE. 6. ALL SYSTEMS ARE DESIGNED FOR PERFORMANCE AT 30 & 35 PSI PRESSURE. 7. DEVELOPER SHALL PROVIDE ELECTRICAL POWER TO THE CONTROLLERS' LOCATIONS. CONTROLLER LOCATIONS ARE SHOWN DIAGRAMMATICALLY. FINAL LOCATION SHALL BE DECIDED AT CONSTRUCTION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CONNECTION. 8. POINTS OF CONNECTION SHALL BE TO EXISTING WATER LINE. SEE WATER LAYOUT PLANS AND PLUMBING PLANS FOR EXACT LOCATIONS. 9. CONTRACTOR SHALL INSTALL CONTROLLERS IN ENCLOSURES IN A STRONG BOX MODEL 22 -SS. VERIFY WITH C.O.D. PRIOR TO INSTALLATION. INSTALL AS PER C.O.B. SPECIFICATIONS. 10, QUANTITIES INDICATED ON IRRIGATION SCHEDULE MAY NOT BE ACCURATE. CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL - MATERIALS AS PER PLANS. 11. ALL IRRIGATION VALVES SHALL BE INSTALLED IN SQUARE STANDARD BOXES AND QUICK COUPLERS SHALL BE INSTALLED IN 10" ROUND BOXES, APPLIED ENGINEERING OR APPROVED EQUAL (PER C.O.B.). EACH BOX LID SHALL BE HEAT BRANDED. VERIFY WITH 0.O.B FOR EXACT CONFIGURATION. 12. CONTRACTOR SHALL PROVIDE AND INSTALL TWO HOT WIRES TO EACH VALVE. CONNECT ONE (BLACK) AND THE SECOND (RED) WILL BE A SPARE. ONE (BLUE) WIRE SHALL BE USED FOR THE MASTER VALVE, VERIFY WITH C.O.B. 13. CONTRACTOR SHALL PROVIDE AND INSTALL TWO ROOT WATERING SYSTEMS PER TREE. VERIFY WITH C.O.B. FOR EXACT CONFIGURATIONS. 14. CONTRACTOR SHALL PROVIDE AND INSTALL A SCHEDULE 80 PVC UNIONS AND BALL VALVE, THE SAME SIZE AS THE VALVE, AT EACH VALVE LOCATION. VERIFY WITH C.O.e FOR EXACT CONFIGURATION. 15. THE DEVELOPER SHALL BE RESPONSIBLE FOR ASSURING THAT ANY CONCRETE FOOTINGS FROM THE ADJACENT BLOCK WALL DOES NOT INTERFERE WITH THE INSTALLATION AND/OR LOCATION OF THE IRRIGATION AND LANDSCAPE MATERIALS. 16. CONTRACTOR SHALL PRESSURE TEST MAINLINE AT A MIN. OF 125 PSI FOR (2) HOURS. TO BE VERIFIED BY WITH C.O.B. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT INA VALVE BOX & CITY'S APPROVAL. SPLICES SHALL BE INA VALVE BOX. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE LOCATION. LABEL ALL WIRES WITH WATERPROOF MARKERS AT ALL SPLICE, VALVES, & CONTROLLER LOCATIONS. 17. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MAY NOT HAVE BEEN CONSIDERED IN THE DESIGN. ANY OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT UP TO THE ATTENTION OF THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT IN WRITING. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER. 18. THE CONTRACTOR SHALL UTILIZE AND OR PROVIDE AN EXISTING IRRIGATION MAINLINE AND WIRES FROM AND OR TO ANY ADJACENT PHASE LINE OR DEVELOPMENT LIMITS TO COMPLETE ANY CURRENT OR FUTURE IRRIGATION SYSTEMS, PROVIDING THE SYSTEM CAN PROPERLY MEET THE DESIGNED CONDITIONS. SHOULD THE CONTRACTOR BE REQUIRED TO UTILIZE THE EXISTING FUTURE SERVICES, THE EXISTING IRRIGATION SYSTEM SHALL BE UPDATED WITH ALL THE NECESSARY IRRIGATION EQUIPMENT AS PART OF TEH CURRENT PROJECT, PER THE DIRECTION OF THE CITY'S RECREATION AND PARKS DEPARTMENT'S REPRESENTATIVE. CRITICAL ANALYSIS IRRIGATION SCHEDULE SIZE Generated. 2018-12-0310:57 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI - P.O.C, NUMBER: 01 PSI @ POC 1402 1408 A 13 ♦ ■ RAIN BIRD 1804 -SAM -PRS -W/ HUNTER PCN NOZZLES 1,438 20 Water Source Information: City of Bakersfield 1401 1404 SPRAY 4.0" POP-UP SPRINKLER WITH CO -MOLDED WIPER 1,841 20 27.65 47.48 SEAL. 1/2" NPT FEMALE THREADED INLET. WITH A2 FLOW AVAILABLE 1" BUBBLER SEAL-A-MATIC CHECK VALVE. PRESSURE REGULATING 34 Water Meter Size: 2" 22.99 FLOOD BUBBLER, 4.0" POP-UP, FACTORY INSTALLED 7.66 in/h Flow Available'. 120.00 gpm 1-1/2" DRAIN CHECK VALVE (1) HUNTER PCN -25 BUBBLER 24.25 97 1,829 20 NOZZLE PER SHRUB. 48.05 PRESSURE AVAILABLE A4 RAIN BIRD FEB 1" BUBBLER Static Pressure at POC. 70.00 psi M dr b iy RAIN BIRD RWS-B-C 196 20 Elevation Change: 5.00 it 146'1412 40Ci 408 ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0" V Service Line Size: 3' 26 LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE, 20 Length of Service Line: 20.00 ft 7.66 in/h AND CHECK VALVE. RAIN BIRD BUBBLER OPTION AS RAIN BIRD PEE Pressure Available: 68.00 psi 25.25 INDICATED WITH SOCK: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1,741 20 26.37 47.29 1.0 GPM, 1408 2.0 GPM. WHEN SOIL CONDITIONS EXIST, A A7 DESIGN ANALYSIS 1" BUBBLER 3RD (RB 1804 W/PCN NOZZLE) IRRIGATION HEAD MAY BE 62 Maximum Station Flow: 25.25 gpm 23.81 REQUIRED, PER THE C.O.B. PARKS DEPT. (TYP.) 7.66 in/h Flow Available at POC: 120.00 gpm 1" BUBBLER 25.00 Residual Flow Available: 94.75 gpm 20 26.47 46.84 7.66 in/h A9 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Critical Station. A3 1,341 20 25.84 Design Pressure'. '20.00 psi ® RAIN BIRD PEB 23 Friction Loss. 3.22 psi 49 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW 20 Fittings Loss: 0.32 psi 7.66 in/h OPERATING CAPABILITY, GLOBE CONFIGURATION. RAIN BIRD FEB Elevation Loss: 0.00 psi 14.25 57 1,235 Loss through Valve: 3.77 psi ❑ RAIN BIRD 33-DLRC 7 Pressure Req. at Critical Station: 27.31 psi BUBBLER 3/4" BRASS QUICK -COUPLING VALVE, WITH 16 Loss for Fittings: 0.37 psi 21.97 CORROSION -RESISTANT STAINLESS STEEL SPRING, 7.66 in/h Loss for Main Line: 3.69 psi 1" LOCKING THERMOPLASTIC RUBBER COVER, DOUBLE 25.00 Loss for POC to Valve Elevation: 0.00 psi 20 TRACK KEY LUG, AND 2 -PIECE BODY. INSTALLED AT 45.59 Loss for Backflow: 11.31 psi RAIN BIRD PES EACH STREET CORNER. BUBBLER Loss for Master Valve: 4.80 psi 1,129 20 24.63 Loss for Water Meter. 0.57 psi. F' NIBCO T-113 9 Critical Station Pressure at POC: 48.05 psi 100 CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL 20 Pressure Available'. 68.00 psi 7.66 in/h HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT RAIN BIRD FEB Residual Pressure Available: 19.95 psi 25,00 VALVE LOCATION. SIZE RANGE - 1/4" - 3" 859.6 20 25.69 MV KCPFLOW-COMBO-2002" 1 RAIN BIRD PED 1" BUBBLER 2" MASTER VALVE AND 1-1/2" FLOW SENSOR COMBO. 100 733.5. 20 28.13 PURCHASED FROM KERN TURF SUPPLY. 7.66 in/h A18 RAIN BIRD FEB 80 FEBCO 825Y 2" 1 46 375.7 20 REDUCED PRESSURE BACKFLOW PREVENTER 40.78 7.66 in/h A19 RAIN BIRD FEB RAIN BIRD ESP8LXMEF WITH (08) ESPLXMSM4 1 14.75 59 155.7 40 STATION COMMERCIAL CONTROLLER. WITH STRONG 25.19 41.83 7.66 in/h A20 BOX SB22SS AND KCP 113 GROUNDING ROD, FLOW 1" BUBBLER 20.50 82 SENSING AND WATER MANAGEMENT CAPABILITIES. 20 23.68 40.39 7.67 in/h PURCHASED FROM KERN TURF SUPPLY. RAIN BIRD FEB 1" BUBBLER 22.50 RAIN BIRD RAINGAUGE KCPLXME-RG 1 20 25.35 42.26 RAIN SENSOR WITH VANDAL GUARD FOR MAXICOM OR A22 RAIN BIRD FEB 1" BUBBLER SITECONTROL. CUSTOMIZES WEATHER DATA BY 52 450.6 20 23.77 PROVIDING SITE-SPECIFIC RAINFALL MEASUREMENTS, 7.66 iVh A23 RAIN BIRD FEB 1" AND SENDING TO CENTRAL CONTROLLER DAILY. 6.00 24 555.9 Q EZ-FLO FERTILIZING SYSTEMS EZ010-FX 1 7.66 in/h Common Wire ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER. 3,339 - USED FOR SMALLER COMMERCIAL LANDSCAPES, RESIDENTIAL, HOA'S, MODEL HOMES, AND GROWER APPLICATIONS. INSTALL DIRECTLY IN THE IRRIGATION SYSTEM MAIN LINE AFTER THE BACK FLOW PREVENTER. TANK CAPACITY: 9.4 G SU STUB UP 1 POINT OF CONNECTION FOR PH. 2 IS AT STUB UP INSTALLED AT PH.1 REFER TO PHA PLANS M❑ WATER METER 2" 1 CITY OF BAKERSFIELD IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 10,222 L.F. - --- ---- -- IRRIGATION MAINLINE: PVC SCHEDULE 40 2-1/2" 3,339 L.F. PIPE SLEEVE: PVC SCHEDULE 40 428.2 L.F. (2X) DIAMETER OF PIPE SEE DETAIL 'B', SHEET L5.0 Varve canout Valve Number # # valve Flow #" Valve Size NUMBER MODEL SIZE TYPE GPM HEADS WIRE DESIGN PSI PSI PSI @ POC PRECIP Al RAIN BIRD PEE 1-1/2" BUBBLER 21.50 86 1,841 20 27.65 47.48 7.66 in/h A2 RAIN BIRD PER 1" BUBBLER 8.50 34 1,835 20 22.99 40.07 7.66 in/h A3 RAIN BIRD PEE 1-1/2" BUBBLER 24.25 97 1,829 20 27.32 48.05 7.66 in/h A4 RAIN BIRD FEB 1" BUBBLER 23.25 93 1,937 20 25.19 45.79 7.66 m/h A5 RAIN BIRD FEB V BUBBLER 6.50 26 1,794 20 2244 39.29 7.66 in/h A6 RAIN BIRD PEE 1" BUBBLER 25.25 101 1,741 20 26.37 47.29 7.66 in/h A7 RAIN BIRD FEB 1" BUBBLER 15.50 62 1,582 20 23.81 41.84 7.66 in/h AS RAIN BIRD PER 1" BUBBLER 25.00 100 1,547 20 26.47 46.84 7.66 in/h A9 RAIN BIRD FEB 1" BUBBLER 25.00 100 1,341 20 25.84 45.73 7.66 in/h AID RAIN BIRD FEB 1" BUBBLER 12.25 49 1,243 20 23.19 40.46 7.66 in/h All RAIN BIRD FEB T. BUBBLER 14.25 57 1,235 20 23.49 41.01 7.66 in/h Al2 RAIN BIRD PES 1" BUBBLER 4.00 16 1.227 20 21.97 38.57 7.66 in/h A13 RAIN BIRD PES 1" BUBBLER 25.00 100 1,139. 20 26.18 45.59 7,66 in/h A14 RAIN BIRD PES 1" BUBBLER 11.00 44 1,129 20 24.63 41.71 7.66 in/h A15 RAIN BIRD FEB 1" BUBBLER 25,00 100 978.1 20 24.97 44.01 7.66 in/h A16 RAIN BIRD FEB 1" BUBBLER 25,00 100 859.6 20 25.69 44.45 7.66 in/h A17 RAIN BIRD PED 1" BUBBLER 25.00 100 733.5. 20 28.13 46.59 7.66 in/h A18 RAIN BIRD FEB 1" BUBBLER 11.50 46 375.7 20 24.07 40.78 7.66 in/h A19 RAIN BIRD FEB 1" BUBBLER 14.75 59 155.7 20 25.19 41.83 7.66 in/h A20 RAIN BIRD PES 1" BUBBLER 20.50 82 110.9 20 23.68 40.39 7.67 in/h A21 RAIN BIRD FEB 1" BUBBLER 22.50 90 159.2 20 25.35 42.26 7.66 in/h A22 RAIN BIRD FEB 1" BUBBLER 13.00 52 450.6 20 23.77 40.58 7.66 iVh A23 RAIN BIRD FEB 1" BUBBLER 6.00 24 555.9 20 23.83 40.42 7.66 in/h Common Wire 3,339 - Slteirdormatlon - 6lfo Name:} SfNNAR'TR-6531-PHASE 1 Sitelrll t# Residential Annual ''Eta (incline 3"3 57.5 ._ HYDRAZONE INFORMATiQN TABLE HYDRORAF H drozone..or y Planfmg: Description Madt:Factor iPF) ir. rigaBon Matfrotl'. Irrigation saN 61fiG'entyjlE) ETAF (NF/IEl rtydrozone.: Area(s4it.j.. EtAFxArea:: ��w Total Water Use ,/ r... Regular Landscape Areas At B 480 1.071599 MW A2 Al. 0.5 Mod./Ave.. Drip 011SL 0.6. 480 296 0.071599 A2 `I 0.5 Mod./Ave; Drip 0.82 0,6 ' .136 Pt 3,014 A3 0.5 Mddi Drip 481 °: DJ5 48D 296 10,636 A41 4:3 Lew Drip- 081- 0.4 - 372 138 4,5;;, AS 0.3 Ww Drip 0.81 04 104 39 1 A6 0.3 lav/ Drip 0.81 0.4 400 148 9 47 : 0.5 Mod 2ve Drip 0.81 "0.6 248 153 5,495 A8 -. 05 Mod,/Avec Drip 4,61- 0.6 409 247 B,$,.. AS 0.3 Low _-. Drip.. 081: 0.4 :400 148 51 A10-. 0.5 Mod./Aver-` DriP 0.81:: 06 296 169 - :$9 All: 0.5 MadlAYec Drip ' 0.81' 06 296 183 $15.9, Al2- 0:5 ModjAve;.. Drip 0161. 0.6 88' 54 11 5, A131. 0.3 Lew -.- Drip... 041 --. 0.4 -. 400 148 ,3141 A23 0.3 Law .Drip 021 0.4 '. 176 65 2,340 A13 0.3 tow .Drip 0.81 Q4 400 146 S,311 A16 - 05 Mod/Ale. D69 0.81 0.6 400 247 80.4 A17' 0:5 Mod AVe:. Drip 0.811 10,g .: 400 247 A18 0.3 low - Drip 0.81 0:4 184. 66 2,446 A39' 0:3 Low,' Drip- 0;81 :,': 0.4 '.256 9fi 3l404 AZO..: 0:5 Mod ave: Drip4$1" 06 z40 248 31$ A21:. 0.5 Mad, Ave:. Drip I OBl :.-1 0.6 -: 244 iSl 5407 A22,. Drip0,81 0,4 _ 20$ 77 2,765 223 : 03 Low Drip _`: 0.8Y 0,4 '. 96 36 1,25$ l4a}iAsc Areas SU0T0'PA4� 6,704 3,3$9 122000 .. 9._ 10 1 0 0 11 - 1 0 A 12".. - 1 a, --0 SUBXOTAFT 6 0 Estimated Total Water Use(ETwU) 4 MaximamAlloaiadWater AllavanEe MAW 0 1,22000 363:.: ETAFtalmlatiens Regular Landscape Areas Total ETAF XArea _ Total Area: Average ETAF All Landixope Areas, TQLdIETAF%Area Total Arca- Sita-deVw, U" 6,704 0.51 3,359 6,704 0-51 Noun: OWU meets MAWA requirremenC AverageETAFmeets requirement: for this site 'type. Cdkvktpr developercfJoly27,'WIS. Thlsmlcutotttrisjox estlmottp5purposes only.. kunterpasumsw lididyty_ruseo Thtsuilculotor. x u v `gm a s U) HYDRAZONE INFORMATiQN TABLE HYDRORAF ZONE OR IRRIGATION AREA (Sq. Ft) % OF LANDSCAPE AREA VALVE METHOD Mw At B 480 1.071599 MW A2 B 136 1.020286 MW A3 B 480 0.071599 LW A4 B 372 0.055489 LW A5 B 104 0.015513 LW A6 B 400 0,059666 MW A7 B 248 0.036993 MW A8 B 400 0.059666 LW A9 B 400 0.059666 MW A10 B 296 0.044153 MW All B 296 0.044153 MW Al2 B 88 0.013126 LW A13 B 400 0.059666 LW A14 B 176 0.026253 LW A15 B 400 0.059666 MW A16 B 400 0.059666 MW A1'7 B 400 0.059666 LW A18 B. 184 0.027446 LW A19 B 256 0.038186 MW A20 B 240 0,0358 MW A21 B 244 0.036396 LW A22 B 208 0.031026 LW A23 B 96 0.01432 6704 Hydrozone Irrigation Method HW = High Water Use Plants MS = Micro Spray MW = Medium Water Use Plants S = Spray LW = Low Water Use Plants R = Rotor B = Bubbler D = Drip O - Other x u v `gm a s U) i Z = aW ILI > t n < X03 z o Um W LO � W LL�< ct) oto I.).) L) g z z 17 - LU o0 < Q Y e< Q xRLL Q (n Z1-- N Z W W W J ii I- U) w x u v `gm a s DRAWING TITLE: RRIGATION LEGI 'ACCs. & NOTES 5669 * onranm.,3, wls �T Nwen�I1ttg420p A� ' DATE: 12/3/2018 SCALE: NA DRAWN BY: JOB NUMBER: 1510700 ' SHEET: L4.00 SHEET 2 OF 16 TRACT ll5531-PHI iMD 1.5-6531 Ph 1 z � � N w rc DRAWING TITLE: RRIGATION LEGI 'ACCs. & NOTES 5669 * onranm.,3, wls �T Nwen�I1ttg420p A� ' DATE: 12/3/2018 SCALE: NA DRAWN BY: JOB NUMBER: 1510700 ' SHEET: L4.00 SHEET 2 OF 16 TRACT ll5531-PHI iMD 1.5-6531 Ph 1 R 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 21,5 / Al _ER MW MW MW i3/+ ,1i .. ! 11111'1111 _ -rrrrrr01-11 rrrr a re -e r 1 a i 11 - 1 i i rrrrrrrrrn a e e r- -e rrrrrnr -rr e- Y-,. -e a rrrrrrrrrn e e _...�... e e e e e e e a1 -ren r: 11111�1��,'� 1�1 i i i ! 1 ,17!1 1 ! 1.. 11 liww_ . a. i_i_.......... ieAlali_iewi_:_.wlA_...... e_. e_. _._ �rre;rrrrrrrra-rrr N! ! ! ! eY! ! !- - ! ! . ! - •:." -e n e rrrrrrrrrn ... _. -- =n. 1,11.11 Hill 11'•4 u ! ! ! ! ! ! 111 • 111 a p� irrrrrn 1 ! ! 11 a a Y e l♦ e Y e Y rrrn rr e e a e n— � • • •-� � riel_i_ !a_i_i_.... i_� .1G_I_i_ilil.LAllwd.Ad.ww! JA lilnwAwAiw,.lwww.44laTG_L. iwlYwlaw! b!1 a 7, 77a a,a,,y,,a Illlllll 11'ilillrlarir =w OFF, el,Yw._ _ �e . .. . . . . .. .. , .. , . . . .. . , . .. . . .I�[I,�iLl:S ' ' ' �_ _ _,_ _-_-- - - - - - - `Illlllllllfllll :il,�,i,il,l.l,,.1,111,! —140,111 `. polrl� a,lil,l,l.1. r 0 ii ,illi lili ; l �•1,11an-1n ppa Ifl:� lllllllll; I alrl:ili 111 rill .. ! 11111'1111 _ -rrrrrr01-11 rrrr a re -e r 1 a i 11 - 1 i i rrrrrrrrrn a e e r- -e rrrrrnr -rr e- Y-,. -e a rrrrrrrrrn e e _...�... e e e e e e e a1 -ren r: 11111�1��,'� 1�1 i i i ! 1 ,17!1 1 ! 1.. 11 liww_ . a. i_i_.......... ieAlali_iewi_:_.wlA_...... e_. e_. _._ �rre;rrrrrrrra-rrr N! ! ! ! eY! ! !- - ! ! . ! - •:." -e n e rrrrrrrrrn ... _. -- =n. 1,11.11 Hill 11'•4 u ! ! ! ! ! ! 111 • 111 a p� irrrrrn 1 ! ! 11 a a Y e l♦ e Y e Y rrrn rr e e a e n— � • • •-� � riel_i_ !a_i_i_.... i_� .1G_I_i_ilil.LAllwd.Ad.ww! JA lilnwAwAiw,.lwww.44laTG_L. iwlYwlaw! b!1 a 7, 77a a,a,,y,,a Illlllll 11'ilillrlarir lllllElllai OFF, el,Yw._ _ �e . .. . . . . .. .. , .. , . . . .. . , . .. . . .I�[I,�iLl:S ' ' ' �_ _ _,_ _-_-- - - - - - - `Illlllllllfllll :il,�,i,il,l.l,,.1,111,! —140,111 `. polrl� a,lil,l,l.1. r W ii ,illi lili ; l �•1,11an-1n ppa Ifl:� lllllllll; I alrl:ili 111 rill Islllsls. = coO�LL : rtrtrt:n. - - ---- .. we.wue. . yX,, - �,yyl,y irr !3 1111177;111 ♦ nae ...rM. , i iwAa; ., , :: A ; 0- a°M U i i jlo, ��;w • •per-- - �" • _ • _ • iil1� r .l1li7Piiiilii4 Q �x1i11 • 411111 e. 1111 ! 11111 7� j! 9 ! 7 iaa.a.'e9a.�911 111111111 iiii111i.Y ! 1 f .—— — — — — — _ _ _ _ _11 Tc 'eer..•.•�••••••••••-••••nrlelhelelll�.. co D_ �zz 1 1 ■. I�.a.a.a.a.a.a.a.a.a.a.i�fli■.�a. r1l.,irll.,i naw•ranananevnannenwwwartnrta:rtrtaaanenennaannnaa.a:a.a.a.a.a.awn:aw.a.a.a.a.a.a.a.a.1.a.a.a.a.a.a.a.a.a.a.a.7ls?Q9iJlll�i. 11111111 11 r.. ... ..111111 m 1i;� llll�i llllill ,1;11 11111!11 IES.1.1.a.a.a.a.a.a.a.a.a.a.1�111i11E1!'..rR01.a.a.a.a.a.a.a.a.a.a.ne.eaeaxaeinneaa.a.a.a.a.a.na.a.a.a•renne"nnweneeenrtrtaevamr' < .a.a.a. ... . �O %4"%/4 IY4" " 9 e v vn ® H %4 _ 23.3 A4 6.50A5 25.3 M BUBBLER 1" BUBBLER 1" BUBBLER 1" - LW MW LW PAN AAMA LAN 21® ® ® . . ear ® ,® eeeaee ® ® nes e� 3/4n —19441 Know what's below. 02711 before you dig. D_n236\L4,00 PH1.dw L,clW: L4.01 Dec 03. 2010,126pm MW (1) 6" SLEEVE FOR MAINLINE 0 4 00 Z4�12_ Lu LU 4" IRRIGATION (1) 4" EXTRA SLEEVE • •1.1.1.1.1'1.111 •1 pfpfp�3/4 1 �lt��Y 11 111 i i i i 1:17 11-a �� 111 Illi! 1g11111 iWll 1111! l u3�"l�lllillll I 1�iy711 I, 1!1111 91i1i1i14:1:r1r'vw: r: 1w.a:r a. ..r:. 1w,aw......n•+.. .,..... : 1 �,�! : e a -a •e•.i a : :I:Y:rtf:::e:e•e : : i1 -f " 7 ' ; l '; , i •' r1:1'1.e i f 1'1'1!1!1 111 i •. .. .. ,J �'-; � ,��, f i i i i fr1.',!f !! 17 119p9pIQ! EjElep 1 a a : 1 v . q,4411yy4�. 1f9Y!r � I I • 1f��0il�'11111 . 1 4411.1.1 119�e 1� • 117:7:11!:l:lrla. f• 1 = n 111;1111111'! . � 1111111i114'-.11 .: 1 .1.1 41 lele 7 61111 11 Y,. e lllllllil ee.�•f. 'f.a:A. fe ; e!1 fid f a . . . -, '7,_fes�_ -n1.f:rf.f i. waA IYae , rt e.u1. • a rtf f :aa�iwifiiz:i:lili!i1:1'e4!il A9 BUE ill BUBBLER (1) • SLEEVE FOR MAINLINE 1-r ILW 4" IRRIGATION PANAMA LANE } �J (1) 6" SLEEVE FOR MAINLINE (1) 4" SLEEVE IRRIGATION WIRE (1) 4" EXTRA SLEEVE BAKERSFIELD NTS 4 =0 0 z 1 „=20'-0.. 20' 0' S' 10' 20' K: w DRAWING TITLE: IRRIGATION PLAN DATE: 12/3/2018 SCALE: V= 20'-0" DRAWN BY: JOB NUMBER: 1510700 SHEET: L4.01 SHEET 3 OF 16 TRACT #6531 -PHI LMD 1.5-6531 Ph 1 H = W r W m>Q = coO�LL 0 0- a°M U W 'D `w Q LL W co D_ �zz a W m Q < a amLL zm rte- J W LU J Q' /n 4 =0 0 z 1 „=20'-0.. 20' 0' S' 10' 20' K: w DRAWING TITLE: IRRIGATION PLAN DATE: 12/3/2018 SCALE: V= 20'-0" DRAWN BY: JOB NUMBER: 1510700 SHEET: L4.01 SHEET 3 OF 16 TRACT #6531 -PHI LMD 1.5-6531 Ph 1 3NI163IN30 Know what's d' below. J Call before you ® dig. W LU Drawing. 09UserelMike MCD nnellWppdetevocawempwcPublinh 192WUM PHI.dwg Lara. L4,oz LL, _Z_- — J r W V Qc G 1(000Ua LU w <_ Uj rc 3NI163IN30 BAKERSFIELD Tk4%7 JTJ i r 3/4., \ A17 25. / BUBBLER LWI a 3/u n a 3/4 / 112 p 12 " SEE MATCH LINE SHEET L4.03 ' I I i ' I Know what's below. ® Call before you ® dig. Drawing. 09UserelMike MCD nnellWppdetevocawempwcPublinh 192WUM PHI.dwg Lara. L4,oz oec W, 2019, 124pm BAKERSFIELD Tk4%7 JTJ i r 3/4., \ A17 25. / BUBBLER LWI a 3/u n a 3/4 / 112 p 12 " SEE MATCH LINE SHEET L4.03 ' I I i ' I 1' 1Ya. l� O Z � I I 20' 0' 5' 10' 20' z I, 0 DRAWING TITLE: IRRIGATION PLAN DATE: 12/3/2018 SCALE: V=20'-0-- DRAWN "=20'-0"DRAWN BY JOB NUMBER: 1510700 SHEET: L4.02 SHEET 4 OF 16 TRACT p 531 -PHIL 1.5-6531 Ph.1 = W ag r W 1(000Ua <_ rc CL 9 M °�- C) = m LL Q LU 0 LU U �� Q � Qm m F Q w Z LLI J ry H Cn 1' 1Ya. l� O Z � I I 20' 0' 5' 10' 20' z I, 0 DRAWING TITLE: IRRIGATION PLAN DATE: 12/3/2018 SCALE: V=20'-0-- DRAWN "=20'-0"DRAWN BY JOB NUMBER: 1510700 SHEET: L4.02 SHEET 4 OF 16 TRACT p 531 -PHIL 1.5-6531 Ph.1 A1(i 25.0 ANA i" BUBBLER SEE MATCH LINE RIGHT Know what's below. Call before you dig. D—n''. C%Uce Ike McGoonelnappaalavoo lmt mpwcPunnsn 19238 00 PH1 rt g Dec 03, 2018,1 zapin 3/4"n ��II 2�if 1A LANE s' 3/-I 3/air �a -7 f I nA17 1" 25.BU4BLER I - LWi I li I N I; SEE MATCH LINE SHEET L4.02 I I f U I� 41 l 1 � I ; I I I I 3/ I 0 SEE MATCH LINE BELOW LEFT Ell I I I 11.5 BUBE LW Y SEE 1 L4.04 BAKERSFIELD 4 0 2 F zz 0 V'=20'-0" 20 0' 5' 10' 20' DRAWING TITLE: IRRIGATION PLAN 0. ve�npu 3, za�e DATE: 12/3/2018 SCALE: V = 20'-0" DRAWN BY: JOB NUMBER: 1510700 SHEET: L4.03 SHEET 5 OF 16 TRACT #6531-PH1 LMD 1.5-6531 Ph 1 1- d W W `101 0 < F' Il�M �9F U �w(0 LL W U) .a0 F- ELK ~ oN F- Q Y I �' Cl) m Ll W k W F— ; VJ a DRAWING TITLE: IRRIGATION PLAN 0. ve�npu 3, za�e DATE: 12/3/2018 SCALE: V = 20'-0" DRAWN BY: JOB NUMBER: 1510700 SHEET: L4.03 SHEET 5 OF 16 TRACT #6531-PH1 LMD 1.5-6531 Ph 1 f a I k ; a k x = el. 0 22 w DRAWING TITLE: IRRIGATION PLAN 0. ve�npu 3, za�e DATE: 12/3/2018 SCALE: V = 20'-0" DRAWN BY: JOB NUMBER: 1510700 SHEET: L4.03 SHEET 5 OF 16 TRACT #6531-PH1 LMD 1.5-6531 Ph 1 Know what's below. Call before you dig. D—i g C'\Uses%Mlke M000nnell1 ppdalalocell mpN Publllsh_1923eLL4-00 PHI, .g Leyour Ls.w D-03, 2016.124pm 1 i SEE MATCH LINE SHEET L4.03 �2 2' pi i Uj zi i MV i ` I BF 12 M 1 �I 0 A20 20.5 1 _ 1 1" BUBBLER F� mw (1) 6" SLEEVE FOR MAINLINE 3 (1) 4" SLEEVE IRRIGATION WIRE (1) 4" EXTRA SLEEVE ® 122.5 BUBBLER MW 1Ya" �n 1" 3�u II 6/4" li it I �� II I II 'i II maeo a„ �; 7o' SEE MATCH LINE TOP RIGHT a' 111 H 22 13.0 1" BUBBLER LW A23\6.00 1" BUBE LW BAKERSFIELD O 0 z 20' _ 0' 5' 10' 20' I NTS m U w mmm a F z DRAWING TITLE: IRRIGATION PLAN ce��m=s. was DATE: 12/3/2018 SCALE: I"= 20'-0" DRAWN BY: JOB NUMBER: 1510700 SHEET: L4.04 SHEET 6 OF 16 TRACT N531 -PH1 U 1.5-6531 Ph 1 �W �w Lf)loQ= IL -Liu L LLW L� 7Zy FT Q Y LL zm Q C)m� J z LIj W LLI J Q' m U w mmm a F z DRAWING TITLE: IRRIGATION PLAN ce��m=s. was DATE: 12/3/2018 SCALE: I"= 20'-0" DRAWN BY: JOB NUMBER: 1510700 SHEET: L4.04 SHEET 6 OF 16 TRACT N531 -PH1 U 1.5-6531 Ph 1 o .nye: cnu "Wb Leemr. L5.00 D-03,2018 T W vrlw box See 25 ensm to xp ( #'p Finished lode Ihn.Lne adtr.At m the sheelJ 'hr dl ores Schadde 80 PIaC Resdles(BaJ Udw le Fifa fspd e)1 / Control { Onon Assembly teal i oke (#lresue schedule 80) _ _ Coinmpr Psmde ! INre Remote Control Ydrr Adapter vale, l0 Tag Osobodale 80 P✓C B /' see deinl PLAN VI£W SphatlWe BO ,3'� Noll 1'1117) / "B'm (Poen raw is for hviod this bee calve ossemay - Aoin < Mo. MAgdmt#m, bywy) line. , j Y Ina Lout, d Lwe Bike Iak of wom box25 nsav 1 '(Sae now. $Jm kf as 'kes eaP r4whed reps sleet) fare ® REMOTE CONTROL MLV£�' /�� vim NOTES: :/r� t*ba wnbal Cehat i qnAll krw tiodvire rmbd wlws MON meed? r Schelde.w oroNO / \ ie t 1Fr¢ #mi deer ramp see of vew of sem (a'ohm mtl a 5medde 1f0 w m ser k eB rY IoU Ud r ,V e i Seeedd 0 Res im B wan ttra mat emu srdo s/ eaPuts. \ See Dated '�' m this sheat M lowhm ffi elan ab half wlvg and €alae �' � � man 2 AN nipples sha'I'h¢ 4hea,k 80 PPC Ad Rlri!gAdapters shop � be Schedule 40 PPV. Use 700 tape be W Threaded Ab is Lateral /,• ! J' AN vrgalim can(rd wows sba7 be blPced it o poFlR A°in' frrigabm canted boxwho a waw fdmUlkiie v, M9 and the ldcroble lid ma boo' IRMA7/041' by be marefeclCor. The lop of the veWbw steel be eel at hn(cAed glade S'ac f k turf webs oral l' avow dish grove u prmler mese, AllP paste W/w, taxer, and lids she# be Nater Pea Svius a wd , ed Let Made he heat banded to NOTES: idet afy thelve n mbar - © REMOTE CONTROL VALVE C. Vdwe located rte Aalourape shad be yeeed m a rPCAvxcd g gAa¢possub, heat, wlws n the PImte-aros cmceite bas Me Al' iete la the rhe, ohms. er 7CI 1 All risen anddnepok s area be Sm. 80 PW Ad fith gs AI/:concrete Mx lids MCI be by the lSky hchosty shall in arcade,, tottal adAvo a b Hak mmufac'wer. Cmcrete boxLs loaf/ be GNrrsty Box pPe_s herr CAy atrndads, /are lolssl opPmwd Mifioa of me Udilonn Q Il khe ere a oppwwo sgud Ppirddurg Code, mmutact"We recwommotims 5ectioP U ksrahabov of extaa.(sPae) drgolbn awed w*e Gere 20 of the Saanded'SpacReurvasr and as dbected by: the h,gahoa MI'd dock to Bevels MW wire m raqjvirce Roorrobm ave Pedro Overdr fm were wave I'do /qmm) wire eboa be red' Palm It Ad new ad/a upgroded imgatiar systems shalt ketude (cavh'd) was loaf be bleed Canmm she Md be wells a master W!w bad Now sorsa, as approved by lbs Recipalke AslapoNtn of exte, (spare) cohere, wale two) is P"Wivd .mrd parks Darcvoe ale Md/ be tisho w vote o 25' nvwce lacy of each ale box. 72 AV moserfds used :shah be new Beal Bee Mom delicts A6 riigle. emtrol wens (rmtmi.Bad roramen): Met cete S All beads: and rvsWs .Ma, be pfaed 2' (24) Sanam be 14 gauge UL skgle abroad Cooper writ tcoed are 11 Any and 0 danger stmt' be aayrowd by the Reaevtlov burow M 10' fntepwls orad placed roes the hrigahm and Perks Dieeor Prig la fmpemmbb'a,. mwryx at the J i'*A p.Wsaw. CWracaev .Mak apbea 14. Sae opprowd tondsegve/rr'rg¢Nm plops and legends we page as ncaeseay in," arevurs Hx speck model Bermdms, vie, Pambly, mmumelr,m y AA wee ovewexciays sea he wofaprool Beal a eeare odd piCAPtraece «gukemeals - _... . by the Revedhor and Peeve MWIC. SAlkes 08 rot be odowed press, aebPowd or the ReatecAbA °ted Pak, Deactor dere approved slimes wilt regoS* Me use of a terve box. Labeled :s oe' be: Me yd B mewtorn 20' warobm belweei remafe Cllntra obese (Ceohed'na to cedueze l Mae we. rim dP:agvfa. me vdw's restaged h. Me some heerra,. VALVES N.T.S. Tm shed. Braila 10" Round Uolve Be, and teekkig. fid: Heel Sand 'GV' as, Top of Lit .at, it ,bis PVC y",, with 10 At. ova manlne pipe Care Uaw as Pr approad pans PVC &'dab e Fye Mad be Per pen 3' icor of 314-kd1 Washe4 ^eeiwd Mlle Private, p Of 2) Cdnmm Brick (I of 2) NOTES t Ueda 8. able be I/2' above Gde1m galla or felt aeo aid 1/2' above hark makh m Waller "as 2 AV motvid used dad; be new and per here k+pwfeothns S Any mddl crzmM Mae be t,Prawd ey me Rec-evAn mP flaks Reubir Prior to tmpanpmtafrm. GATE VALVE .T.S. OVALVE 0 TEE O 90' ELL ANCHOR thrust Block V ill Z/1-7 DO 22 712' ELL CROSSFO PLUG w r / r \77=. \ NO TES: i I. At[ maagnAlm bed shoebe Weser, ant's G 45' TEE as Per PO4 f+Rmy Lid sdemf {rare s hariw is O used) mmufaefars yacaRwtrana Mary7ahhkus � CL TEE related specibmuas week be oto11<11 J^l\ �'� H £LEVA%ION the project peas and spaciaolor, 2 Ali the 64,g deft she be per City \� Sfeidard oelae l-1 and I -.i �\ 71 l s! J. Portland demm!•egvrte weal ad able k 60C/ 9 MOV be fJOea V a5a fable _P ami+ .. �.• ,. •. '..`,. dv5mns o Stttron 90 of the StaMCN n p \ SPeeifkotidns o/ the CaNamk. r!mert .. eel • ;ro\ '1 r aim t ad'imc o rote at � curs+ f fi � 4. All Mwivaies hNossare Ikea) 109r tNm, 20"7n dipmdta mol be same,, with Conceal, � O REDUCER k aceordmce wcke fa nedmdcve x.:./45'ELL rL¢ammmRo(mn a as Greeted by the Recreation ore forks Diecta S, bwav *My slm he used at Chaves of • A"v1�� � � \ J�a10 rhieeliaa @ends, Masi chmg:s of wildly (rehitee; wfueil cad $a drod spas \S\. S. M. palest N eks we umq D. -da sed 1)" at Me dockv must be dosed m the •`j,' /� �/% //�// !/.�'%. %. \ '.:Y/, /.\. mexdomm throsL /arm arpeeled and the load Of bevr!gropamYyo on,sail \.. 7 AU abhor rods s4m be remlaced saes' Beal NLw: ale. L -ecce a mmkrxrk a1 U5' m Samebbr B AV cietwee, mast blacks loos belee oea4dmce S TAN D AR D wfh the latest a*mwd edhov? of the Ih$tMe Phrrkg Code. DETAILS FOR _._ Grier.' _.._- __.:_ u�wE _ THRUST N.T.S. fa7sh &PPillgp of Aakh '0' Romd WlW Box wIh Cow;. Neon Baoad 'XII' an Cos, Opick CmAlhog. tbhe w11Lack0g Cam 51wihs' §tee/ Cev cu ops. o/C WN 60 We (tergth as jlawkid) 3' Letr of J/4 -)tech MaMma Cmwl Beek (1 of 2) Rale Bwd IS, ',vk Swag .bol PUC 5CNalb OR fit PAC MLdMae me Pipe. !2) 0 Rebar With S,anuic; Steel Gem Damps or Egu raleal Scppst 5y11em: NOTES 1, Furnish Rllkgs aid pNng tea rbkok, sued kmdcs' !p oanxrd go" caykrg babe Adal sue, 2 Ad materia Used drill be view Beal fire see "Ps" hors J Any me a Charged May be doprmad by the Pascale, and Auto OAxaa Alae m iaolavcttofan. QUICK COUPLING VALVE ✓ N.T.S. TnlebeIred, , 1 6'Madmum RwdwoyAordreopw I Brew gl -'t-way lY 52ew f5hrhmV RgAt o7 -Way t"mdui"Nipe PLAN VIEW Ghiod 'IR" m face of Curb Face of Cvb I G ' O ELECTRICAL CONDUIT Wo.. C Mom uasAg wide ravowdyc of ally other had surrbco all hair' xdfn and water hoes shop be install wild S' of rcd 9 d al hi rover, a a , of the 40 PW aleeAs Staew shag do too !.Yuel me dmmn b. of idle thus wpgra Be eat fw , vabb ahohaew r"Bele dPo. for 71Q vets m !" mala da la for tdtage 2. .Pcew bled extend 70 beywrd avmscy°e m edPlace, md The location .Mel be mvkee m me cab fore ane d hadgme by dilm'ng the ashes lR? J /m mwmmis worm the deaneted sheet r t W -leo me P g , Y Ire o 5finef.Perar fdreox with iter 0l m/Dlpe Woks aNv y Depmfmavl Subd'wurxw Shim lea regudemmfs e. M r Sed held/ ,x cuts ore to ld .woes 'tion fear ,Pea eW dry+, and dl sheet with C tp Me w! t 0 zYb /s wrap P g Y ei' Y shag be it arcadrnre w,Ye cuhmt pYysimdmn a ah drrected by Me Qty Ggktr, 5 Any and at atronges shed be approve by Ute r4ecatllot ad Parks Obwla Prier to egawwb0&' 6. 0 ealdcal msfdlotion shoo be n oreardme, dlh city Pwda,* manulochua's rzca wdauon swam 20 01 the Pomaded 4bakkat of and ae goaded by the Boveall rd Hsre Ramada 7 All male bat rosea Char be pew and SEB Naar Anpakctfms R All Backed betabe res with. pals be peekwoys shag he xaspecild by Puha MUrka LAwleca beffrer F. No nm-hregatm conoM or yang error as, eftwo' w40 dectned or co Mrd line Noacfwag, 16 More Rar+dke Akxman .4 system to speL•flho,. Me sotwe Cavr"kVIrav Coda Bed. no, Sorsa Chair shop be pieuse lee e a l"SelodAe 40 cowl .Aad,, Wer, one Mag be eYtxt herds mdgmm to. cora. SLEEVES ✓ N.T.S. PROftLE Vl£W O SLEE '12°to, Spdylleads NOTES: 10 J' fm Bpbars (bee: I ase TeAm (PM tope an ad treaded ports Pot, 15) Teflon tape is not receded m Mawex 0ttmga 1 All risen anddnepok s area be Sm. 80 PW Ad fith gs \1111 shop or Ser 40 PVC. 9nLMrd \ B Flex'NyPld ((/I) GBde J All /maps shall Be pm5 200 FVC a as regr-red eP peaces VAS ' / V•Vb V�� Ed (S J a. 4 MW Taiga6m heeds ere iosldlad w(hw anDmdmaslr c /Y I Tet (SSS e'en Wow a cher* mire s relaoroo to Peeled Worse Lbeck Letad Lim \/ lapel oad11b aan vdWS Moll Be Platelet of r," eat avow m aPPmwl yens Pr rrmmduclwe/s rzemnmWMulmry os •T)Pmd skdb need ev l be i2"pap alp for spa gy neelles and 4" nepecadeeid by 5mtq emddmns, bbd as doetted by the tacee pile pap alp to buahler. Jee of /lex risers shop be Ps obocaed we and Perks Itfrech, approved by. Reematon aw➢drks Orecher. cete S All beads: and rvsWs .Ma, be pfaed 2' (24) Sanam A) BUBBLERiSHRUB SPRAY t and asphalt sees Ad Berge mares nigatdm binds (Port cede, Bay be 2' (.ct' ham cmwete bad mp.Adf &M& Cal shag be i'amwhou a eriek, le, 110 aide and 2' tbm 2B' k akneter shill be doe, X0 rkg-hh Ice Neght at pup -op heads Mall he he Npdws / / B' la furl meas lr fa show spray him O 4' he buhWss IZ° for groundcarer meas 51h Lou PK' ff M. owl tipple wrgaUm haute ",odjdcent to dbwGlarg Nrypk (7/7) 1 /' say, orate beodi ! 0• mkuwm ban ace of bundmg wilt fh barb r Z of Dealt frCJ o4pst M Prevent oweravmy be ad.. Bible Swirg,Ispat— */�/ �' 7 Al tree sAd/:vKAlde a deep root waNrag system (Ranrbud yV� A56 sores - $Weed -we) fur 0 Per hew lulaul Lk \\; d Tia✓, ofesemdy shall be RaSA Serres !err / : .... . \ ... :(`,%C• bad P� bad d' IS;'se'ies for rotors or qapraverdae equal:. laslad Tao of Head 025' abm, F0 fa• rotors h dud arms, ksho f 3 Any and al donges San bats standerd data/ shot hall Tap of Read t" above FC fpr ple le, bees Mee makeh is vs,t by oppmuvWl by the Reaeafrm a,dPaks Drnahv. Botch cep of dead 05°Blew as of mach a, O LARGE RADIUS HEAD (Bottom Mount l 10 $ere opyavcd ta,dscape ate er'goton dors legend, :Bed speclBmtions fa s WXX nrodow mobcr(s) are liemtftg _ mmuPodver. and affbarm,re re7Ammrnh. rentRarhe iv neer (fie mem Una fefAdd bade e fmWrm 6I eve Top of rabect / of Me 9 o lock i fnekng. grole (adudeef ' Rsea: Bird 1401 025 gam SuWC (kduded) / Y� P-110%YF 619FVC �- t"I N oe 12 Sea olavaeadlr4adw.)pe and vlatavi plays are: legends 5 Ironrkrope end Segn!+wdnprowmmfs afthin'the Ar, mode sae, monulectarer, /a 12' Swig assarcer rad-Oad" Triple Swing allat —#/2'oraeiipt iNa f5xAC14 i —Pati SG! 40 lar a EV }~�" ^ \ > � WLU waLS m street pWmiG :Coxa wfb Gty. &rykeerog0pafmml tmteml tore POP UP SPRAY HEAD fv regmenrmfs tat No awn mrgeNmtronCmtt a prymg she'/ be oyw0 owithin rhe. (Bottom Mount) 4" wale x 36-A.9 nud basket For =d tvf volas, Mmb.. spay weal ed pop -tie bmbblor ase cowster(wcleL@e) tar =as Ran Bud R45-B-C-1467.(dcubdes retainer 36° tobg 62 gain bvbbhx & ed gmted clock wive 4" grate Wreetle swha ossem9lysith 1/R' m apt inlet) O ROOT WATERING SYSTEM FN.T.S. IRRIGATION HEADS. � MAIN f IN f7aekP mrd culvert ecraeaq Y tu \r to Starrecra'Opfag sr -11. NOTES. T See cb&Y s Specs 6e serfoce fbahed Rode !.0' Mr we Pf M M Bed. wllRf R.S/ln'l .f91 Nal 0 la he. urs M . lrrah owt crus deocted by 40 PIG' brew with o mnkndm o/ 15' m' cam' pv p'(y the WC Mllm oad Parks Obecla Sfadwd G 3 s os daee(a1 Dy the Gly Eeg w. Socee shod g AJI flied m meld.,' 20" or as ,boo, Me be Iwo times the elanelw of ere amdsdfpo. Ad deedcol use "to 5dNWe 40 PK ingblfm mneklines glebfa Cal shag be i'amwhou a eriek, le, 110 aide and 2' tbm 2B' k akneter shill be doe, X0 rkg-hh Ice y y O LATERAL LINE W Dams Diiechr higatro, overwres 4' a greater ,teal 2 More the Hanb3d Ahmman a /0 rtrqulme system is (SHOKIV IN MULTI LINE TRENCH) r Z Plow lmgcAm contra /Pehod Croda ��', with the Power apply o' %e a wrn+4. Locch, Nie N"ierrr l 10 AN Brfgdmn ndrdlalhn .MSA' k mrLurdonce car"h ere ares near the rarbpa cable nem the mem foe at Use 9 apioa poiage, CB surrdmd the babel wed "fits the Ndyrrm y s rgaro M �•: booted cord10 Irtheco. taped Pi J drove Mm afire ma is bsiodel per PeadA Wadee ioumdPg Code. Amu7rtlrra"s AeearmwnAahloa Sands, a, /, Goat, weer a' the 0.5' hahPaw sed 'W"t seor dew: 29 of the Slmd rd Spedkctims row as afrWW by ere rentRarhe iv neer (fie mem Una �, .I CPcha: Pavth,L CwekA / of Me 9 o lock 4 All PVC solfft (glue) shut be 17/t Weld -01 a upPrareb 11 rVlmataid uaeyMrdt be .new mP free Nom krye,lectrons. d d o P-110%YF �- t"I 12 Sea olavaeadlr4adw.)pe and vlatavi plays are: legends 5 Ironrkrope end Segn!+wdnprowmmfs afthin'the Ar, mode sae, monulectarer, \ .. fur loige /N spmac member, goodly, :street ed sheetheckrof rafrnalbleeeI asoPm a�pefwrwrce rrgvms!m's � WLU waLS m street pWmiG :Coxa wfb Gty. &rykeerog0pafmml a U fv regmenrmfs tat No awn mrgeNmtronCmtt a prymg she'/ be oyw0 owithin rhe. I- W a 1 Y ce Q m M cuts e repaed w In hetoy hour inigdlfm Pgvng a emkd ha bench S eau cora street ar tar =as a � U Q p_' M irgaticn /hes md11a wren s& strut pafMkg wilAm I4. AV rr iNdils alibeled said be presebre tested as Per Alp¢• Miid /%� k bdrhles l/.QLC ) 5i: Y Y tu \r NOTES. T . NAm aro, " : n .bad sur 1 / u der roadwa a m alter kw, d !s Y t d 1. snlNlldle Mr we Pf M M Bed. wllRf R.S/ln'l .f91 Nal 0 la he. urs M 40 PIG' brew with o mnkndm o/ 15' m' cam' pv p'(y Sfadwd G 3 s os daee(a1 Dy the Gly Eeg w. Socee shod g AJI flied m meld.,' 20" or as ,boo, Me be Iwo times the elanelw of ere amdsdfpo. Ad deedcol use "to 5dNWe 40 PK ingblfm mneklines glebfa Cal shag be i'amwhou a eriek, le, 110 aide and 2' tbm 2B' k akneter shill be doe, X0 rkg-hh Ice mam4re dmpnelW. low veloge PIC Seaedule 40 or gproval egad Df the Reereodm W Dams Diiechr higatro, overwres 4' a greater ,teal 2 More the Hanb3d Ahmman a /0 rtrqulme system is r Z speGifrell the Maxa.'m' cable must mi =0 iota amlmt _ hc0'de Duda, /to NlUfgs W with the Power apply o' %e a wrn+4. Locch, Nie N"ierrr l 10 AN Brfgdmn ndrdlalhn .MSA' k mrLurdonce car"h ere cable nem the mem foe at Use 9 apioa poiage, CB surrdmd the babel wed "fits the Ndyrrm y s rgaro M �- W J drove Mm afire ma is bsiodel per PeadA Wadee ioumdPg Code. Amu7rtlrra"s AeearmwnAahloa Sands, M i_ 0.5' hahPaw sed 'W"t seor dew: 29 of the Slmd rd Spedkctims row as afrWW by ere Q = O Revastfm we park, Deckle (S U d i 4 All PVC solfft (glue) shut be 17/t Weld -01 a upPrareb 11 rVlmataid uaeyMrdt be .new mP free Nom krye,lectrons. d d o equal Prmre is Kpcvw/ en maarbre mlA. �- t"I 12 Sea olavaeadlr4adw.)pe and vlatavi plays are: legends 5 Ironrkrope end Segn!+wdnprowmmfs afthin'the Ar, mode sae, monulectarer, C _1 M V U G 0 g a — LL oeadicam Q spmac member, goodly, :street ed sheetheckrof rafrnalbleeeI asoPm a�pefwrwrce rrgvms!m's � WLU waLS m street pWmiG :Coxa wfb Gty. &rykeerog0pafmml a U fv regmenrmfs tat No awn mrgeNmtronCmtt a prymg she'/ be oyw0 owithin rhe. I- W a 1 Y ce Q m M cuts e repaed w In hetoy hour inigdlfm Pgvng a emkd ha bench S eau cora street ar a � U Q p_' M irgaticn /hes md11a wren s& strut pafMkg wilAm I4. AV rr iNdils alibeled said be presebre tested as Per Alp¢• Miid Q -r !h, Cly rot -of -ow), Beed wnfarm. to Slmdard Deo; oad sdvmr 46W, solvent is dead) lnaouhclurr's specRio Zas: Z 1- 57-1) and Be drected by ere C#y EPgken APBAPCIaat's haling oP-w%lwa!!rs sha# be h%apsrotad iota the Z W Ware¢Lprms and spachouehms W 7 Mom therehe a cheage k allied a?mhm, size a J wotr wloaty 0 rug hA' mode fines (pressure Anes) M Any and dl ebarM shill be approved by the Reaeolke beer flim 2c. dmmela tee be seemed wee Md. Parks orecla prmr to m pe"Mtalfm. tpaPPre drool buck, er LTLY9deee with nrmdfdelwe5 FlLENnMEa L-x9Ev rearmmmcbtkn, pty SWO&B' fkla). t 4.W as directed by the: Reaerelm and Perks lererlow w°•e tE4 PAs. STANDARD Pwp wG BAll irjudle, htaof fares shelf be dam 209 PUP': - DETAILS FCR If a Metal Yuen fettled mala o YON safbcg PIPING, TRENCHING, SmEade 40 PIC is IegjW Ae bgalim ones AND BACKFILL ukE "aa' located bade, a bard swipes dw0 be bsloAed in a Aeawat2a urn reM $dmkte 40 PVC dcew Pa Shaded Nfed t -J CTM pF BAKERBFELD a n TRENCHING N.T.S. feebhe Antwnd :--- \ Rab Bird Roan Senses — Tap ftfil Sldeess atm N7-RGYRSS Sled Cwl'agr Adowe", smd✓ess Sled awd Beal Hardware Autmmhe Cmfmrkr'PC .specygelims bed err evened by RaCcatlda end Parks Dexter 1 CaibadW Svb-Assemhfy (tP AMG Sdk Ave Copper M ® IDSA) ##dudes 0 8 Aatomaa. drobbomg Mar A/fit add la tamhcl salve vim ClwordlLv rRaad Lug (Ahead woe as Mat plMerps: :end sfraghl °a pmebhrf Ii Peered Cwr. Besx —� �.1 6.B'.W flashed aedo Contact $rAb Base tP. l �I III I li>=1I I7 908 rofafiw corrlPactim ow#d cmtrd to w depth of 6'.wes, fo cabal vdw,(si maste ware and Row 120 -,dl sorvma.k� lamp✓ 1': Spa 50 ..awl / �P*W load a" ILL PK Slww la GtanWnq WeJ: aim:as icguveet. SeeStmvvd Ooay L -YD he RWT MLW Aaunahg Defa#d MXA SY-2255 %VIE SNOW BOX BY NT Affi'& '75 ModYF DY MY SUu'lla :WIERC lT 01 RE 'a7 APMWD 14VAL fwOYD TO UN09STRWED RAMPAL4 BUT NOT Rl PAN (F DARMOER SPRAY. A� IRRI9A'77ON CONTROLLER ENCLOSURE NOIT5'. I the Schedule FO. PW .01 wah m erlosed peiesfm, 5 AR:rvoh.WI, shah be new and lies ham deNcfs 2 Con shod 6"(0.52 t kook, Dau 6' moor(, .dab w repined to 6 Gre approved lmdexpe%ddgabbor alas Lia legends Ter spec lk rettvw 'he oedesfd roweled b*iih, canted dock Canpeci sub model. nwmbo; s2a grml#Nee, mmnfacfueeisand pWfmmmce Rose cmaeh9 B' re'aed tatCle dunacampeatme m a. deem of 6'(05J fX,Wo requ$emeots te De)o,dms of aacfawre wm 112X drPe !w Nokoge 7. Any Beal erg cboil osts /Ben Ndri r to My :shall be raWowdby the RebgbUm Beal Paas OlrapMr W,a o oayJNie of amsamcthD, J. AV habitue 'r uar,owdbod� ac" bad P slaty be fd mtaei f a rmdd mrd was si resiMmi aotrre bad mara4mfved mriMy dl 304 yradw B e/n'cub smnintrs grounding lab, d- Bets or a# a/ R series uee' FOO Pie sial be Mme Bq Sal 2255 as ukdoSphere, Ltests cfa lope' be ree'Wehro>Is, Ssfc aN ho Aih mamlxtwetoy NTPmcZco a apoEarM egad Bid's dotal tests Beal nsburetea rLpu,ro Coale See fv,, SfmdadL t0 Beal Curran' Ram Bird Rewremmts la Cmbdls L}orndmg. d AY a l seduce e1SM Imo sn[ry be wr nhrig wo a wr'h at, kale pili As roreAl rdilim ,floe Caldam2 Ph/ &a Gadd& aro' e a kadirrer's 9 ads Propnf m S! a/ Lo the Rawaemmde of the as reelf iy the Pea wi ftn 1Q aLbreSecte,. alt SpedRwfiays Beal CoUTd ma L'gaahnce W Walr Resources Mr A "whr State/ ere dvedgp by MV P,ecreeNaP aid Props DueFlw. owed upab ewouba (MMfLO) and my eUyr ApPfiaade State Bed lam Rano mese, ss 6wtreera h Respadabard2r Canprwc, with MeseRrpvWnenas aILEN4MF: L-1vvY wo, life STANDARD ..w' O.A) DETAILS FOR TOP MOUNT a STAINLESS STEEL r °enxm" w CQNTROLLER ENCLOSURE -aPPavxEo CRY OF WEF69EW L_J CALIFOW :CITY ENGINEER PJBIIG Make D PAKJ4 T DRAWING TITLE: IRRIGATION DETAILS DATE: 12/3/2018. SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET: L5.00 SHEET 7OF:16 TRACT #6531 -PHI LM 1.5-6531 Ph 1 ce II � DRAWING TITLE: IRRIGATION DETAILS DATE: 12/3/2018. SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET: L5.00 SHEET 7OF:16 TRACT #6531 -PHI LM 1.5-6531 Ph 1 II � DRAWING TITLE: IRRIGATION DETAILS DATE: 12/3/2018. SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET: L5.00 SHEET 7OF:16 TRACT #6531 -PHI LM 1.5-6531 Ph 1 / i—VlT Stlosg that 4 SS Enclave f '70 APX Slid Bare Cgrpar *4 .&#E ShfW AitwW hr deo nd Lug pad taeundwlg RW (Make wee as shat Md Saaaht posso4lef Irrstall (� aandinp Rod M. !0` as ROdao eem sax w/tobtka lid. /—PW Sem & &ropndrg Yue F Hitt &Md V w top of 11 " I '-r r'^. TI 1 Pound ?ad cloop u MMds fl 10 Fd COppa Ckd &amdsg Rad Or &lomedeg Plate Install leas r sal m O Irmplor palter spored O Capper &Mdag Pkta mhaban of 16 teat apart Ham both ,e6.AWCNohnum).Sahalkfe- alha. Cromft beat to flare o GWpar Wee Solwabe ikw fift &bold £Mracement A resyslwca of ten (10) iM or less Rod and Grow&eg Flata fit hoi-4 O 1RRIOA 770N CONTROLLER GROUNDINGDETAIL Oils 1 AH lrilgofine me ovation shall be in wcedbeab way My 5Wdrtds, the /ales' abal efi of Me gall/amw !hamar# Code moarfgateroia latest mmmmmaotim, Web a'1 of Me Jamobeas Spatrffacti s, and os &oohed aY the Reveatrw bed 904s tlMecW 2 AH materials shwa be: now wad Hee Rom defects J See applomd hVdxepe%mpI! n piens and kgends far apeo7k mW numbv, ede, quaof fley monulackrrer'e and pahrinonoe,'Wu ,bsls. 4. My and dl chowgee fide We slmdod. Mob be Wand by theReraesticn end' Parks Itractar pnor to any fjpe of consbudton s Rom Bard has sbvwws gmundkg repunemenfs fbr M-Xbba Systsas.. Caahnctor bell be req>w.sble for, satisf*9 NI at Rpt AWs had lads Wd x6layahrm rWelH mis wh6. mayregiv modAvlien I. @e -Rdd rsldkl,n. Layout : CillselslMlke McOonnalllappaeleVocalpempNCPubIIaM1 1923B1L5.00 PIN.tlwq 5.1 t7tt 03, 2019,129pm /rslad opprEpr ib xvd A' r Beeld sup w Hsuktlog aok {nal sham) oe oppmont "'y £ndoswa swiol port atWvd to maunlrg base' Fxlaerre. smved to base ( 6/dxes ) Mounting base sm and err ova air with s' 'J baps (4 plocas). (PisNS povaete ewrais Wit neat to 5/s' .3'1e6ead on&M SHangb-x ao!h hath slgabtm sted Wahab cage strN per plans wd' Fndasare f clg smeg do, (dery MAWea to mow &ase) Poured cw & base, 4' miomeo thWngss, Extend 4'beyond Move d@nenarahsof bbrjm e AIL &J, BACKFLOW ENCLOSURE N.T.S. plelee owl 36-r,m fanglh at C ted We to Sotelfa C bahwr Mostar vat. CueuN Pas Bad PEB *a, Master WM1 ff Benno m B or 't5° err top o1 W. 36' Luµ'H of Corfae' PE Cable to flaw SaPSM µPp at CCU9 5 leNte CmVeHer Assenaly Ral&rd lv Row &wnr FLOW' L-3".oyer of3%4-beb Wokeeabk teick (l of 8) Cwcmtnc Reduce- (y vl 2) NOTES. s. Ran Are PCP Serbs Ileate Wohv w/SOL ACA s to A 5d.Wd adopter kit as marvRetured by how Pok &?A Gotpwailan and vied w per WOW plops and speml#aatkns Mosta calx wee Shill be aogle shod (14) APIC tapper him with blue ssoldhon boo ID top. 2 Rah Bad FS Sale, Row Smrsor shod as pr appiortd phe,4 .peclTmptidne wM manuhclvre s re0apwdwdbhmn Flow emuw cablesbo'R be (16) AMP fl paD wdh &tin rte aWbvgrwnd mmmunnahw roWl, Maiclao'd vnd. armored, ns mMi"lured ee pole DOCffl9, up Fm%oA CA. Fav sensor eahaw sadl be MsIM/ed m o I" achaoule 40 eMbuff :wish +0lu9 PIPE J. Vole Sax Shpt be //2' arum bladed grade r tuef area bod l/2' ambo bad mulch in #MZe ere as 4 All matelot used Saba be " as am hour rrprleptims 5. My wd ad chmybs shall: be giaorcd 0 the Resraol ao and Pads fYmd.Pew to 4,010.1whI MASTER VALVE N.T.S. DRAWING TITLE: IRRIGATION DETAILS I. n.0 -W11 211V DATE: 12/3/2018 SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET L5.01 TRACT 48531-PH1-LIVID 1.5-6531 Ph 1 U) F— d W W M > �O�a =_ LLI QLL U) LL O6 � W ~ �aLL Q Y Q aWrc Q (n m� w Z F— W W J Q' DRAWING TITLE: IRRIGATION DETAILS I. n.0 -W11 211V DATE: 12/3/2018 SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET L5.01 TRACT 48531-PH1-LIVID 1.5-6531 Ph 1 GENERAL PLANTING NOTES 1. REFER TO PLANTING PLANS, PLAN NOTES, PLANT LEGEND, AND PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION. REFER TO IRRIGATION SOIL AMENDMENT NOTES: PLANT SCII I I E D U LE PLANS, NOTES AND DETAILS FOR RELATED LANDSCAPE WORK. SOIL PREPARATION PER 1,000 S.F. 2. NOTIFY OWNER'S REPRESENTATIVE (REP.) 48 HOURS MINIMUM PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION 4 CU. YDS. NITROLIZED WOOD SHAVINGS OR EQUAL TREES BOTANICAL/ COMMON NAME CONTAINER WUCOLS QTY SCHEDULE. 15 LBS. 15-15-15 FERTILIZER 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK, IMMEDIATELY NOTIFY OWNER'S ROTO -TILL TO DEPTH OF 8" (FOR SLOPES 3:1 AND REPRESENTATIVE OF FIELD CONDITIONS THAT VARY FROM THOSE SHOWN ON DRAWINGS AND SEEK CORRECTIONS AND DIRECTIONS BEFORE LESS) CEDRUS ATLANTICA'GLAUCA' 24" BOX MODERATE 19 PROCEEDING WITH WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. BACKFILL MIX \'/`'0 \`/y( BLUE ATLAS CEDAR mss' 4. LOCATE AND MARK ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT. PROTECT FROM DAMAGE ALL UTILITIES, AREAS AND STRUCTURES 6 PARTS OF NATIVE ON-SITE SOIL IN AND AROUND LANDSCAPE WORK AREAS. ASSUME FULL RESPONSIBILITY AND EXPENSE FOR REPAIR AND REPLACEMENT OF DAMAGES CAUSED BY 4 PARTS OF NITROLIZED SHAVINGS OR EQUAL - LAGERSTROEMIA INDICA'DYNAMITE 24"BOX LOW 20 CONTRACTOR. 18 LBS. OF GRO-POWER PLUS PER CUBIC YARD OF DYNAMITE CRAPE MYRTLE 5. LOCATION OF NJ C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, AND OTHER STRUCTURES OR MIX ELEMENTS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY FIELD CONDITIONS WHETHER SHOWN HEREON OR NOT. WHEN SHOWN ITEMS DO NOT AGRIFORM 21g PLANTING TABLETS LAURUS NOBILIS'SARATOGA' 24" BOX MODERATE 16 CORRESPOND TO FIELD CONDITIONS, REPORT DISCREPANCIES TO OWNER'S REP. FOR CLARIFICATIONS AND INSTRUCTIONS PRIOR TO PROCEEDING ONE (1) per each 1 -GALLON PLANT SWEET BAY - WITH WORK. TWO (2) per each 5 -GALLON PLANT O 6. PLANTING ACCESSORIES & MATERIAL THREE (3) per each 15 -GALLON PLANT FIVE (5) per each 24" -BOX PLANT PISTACIA CHINENSIS KEITH DAVEY' 24"BOX LOW 28 A. TREE TIE: CINCH TIE, BY V.I.T. PRODUCTS, 800-729-1314 OR APPROVED EQUAL. CHINESE PISTACHE B. TREE GUARD: 4" DIA, X 9" HT. PLASTIC TRUNK PROTECTOR, "ARBOR GUARD" BY DEEP ROOT PARTNERS, 800-458-7668 OR APPROVED EQUAL FOR BID PURPOSES ONLY PENDING C. FERTILIZER TABLETS: AGRIFORM 20-10-5, THREE 21 -GRAM TABLETS OR APPROVED EQUAL FOR 15 GALLON OR LARGER SIZE TREES, TWO 10 -GRAM SOILS TEST AND RECOMMENDATIONS. TABLETS FOR 5 GALLON SIZE PLANTS, ONE 10 -GRAM TABLET FOR 1 GALLON SIZE. QUERCUS ILEX 24" BOX LOW 15 D. ROOT BARRIER: LINEAR 18"x20' ROLLS, OR APPROVED EQUAL. HOLLY OAK E. MULCH: 3" LAYER WALK- ON BARK MULCH IN ALL PLANTER AREAS. SUBMIT SAMPLE FOR APPROVAL. 0 7. PRE -PLANTING PREPARATION: - - SHRUBS BOTANICAL/ COMMON NAME CONTAINER WUOOLS QTY A. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED, AND APPROVED BY OWNER'S REP. PROTECT IRRIGATION SYSTEM FROM DAMAGE. BERBERIS TH UNBERGII 'CONCORDE 1 GAL MODERATE 117 B. CONTRACTOR TO PERFORM SOILS TEST PRIOR TO PROCEEDING WITH PLANTING WORK. JAPANESE BARBERRY G 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. CALLISTEMON VIMINALIS'LITTLE JOHN'. 5 GAL LOW 308 D. ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING WALLS AND FOUNDATIONS FOR PLANTING AREAS ADJACENT SUCH STRUCTURES. - DWARF WEEPING BOTTLEBRUSH E. REMOVE ALL ROCKS GREATER THAN 2" DIAMETER AND ALL DEBRIS AND DELETERIOUS MATERIAL FROM PLANTING AREAS. - F. PREPARE PLANTING BEDS PER SOIL TEST REPORT'S RECOMMENDATIONS, ADDING AMENDMENTS, FERTILIZER, AND OTHER MATERIAL AS - SPECIFIED TO SITE TOP SOIL DIETES BICOLOR 5 GAL LOW 183 8. PLANTS: ALL PLANTS OF THE SAME SPECIES/CULTIVARA/ARIETY SHALL HAVE MATCHING FORM, FLOWER COLOR, AND SIZE, IN HEALTHY AND - FORTNIGHT LILY 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. LEUCOPHYLLUM FRUTESCENS 5 GAL LOW 242 TEXAS SAGE A. ROTOTILL TO 6" DEPTH AND GRADE SOIL TO SMOOTH GRADIENT AT 1 INCH BELOW FINISH GRADE. B. INSTALL PLUGS PER MANUFACTURER'S RECOMMENDATION. - O LIGUSTRUM JAPONICUMTEXANUM' 5 GAL LOW 199 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. WAX LEAF PRIVET 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 0 LOROPETALUM CHINENSE.RUBRUM 5 GAL MODERATE 50 MOIST FRIABLE CONDITION, TREE EXCAVATIONS MAY REQUIRE ADDITIONAL IRRIGATION, FLOOD TREE PITS AS REQUIRED TO MOISTEN CHINESE FRINGE FLOWER 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. RHAPHIOLEPIS INDICA'ORIENTAL PEARL 5 GAL MODERATE 232 C. PLANT QUANTITIES GIVEN ON PLANT LEGEND ARE FOR GENERAL GUIDANCE ONLY. PROVIDE THE SPECIFIED PLANT SPECIES IN THE QUANTITIES INDIAN HAWTHORN AT THE REQUIRED SPACING TOACHIEVE 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 ROSMARINUS OFFICINALISCOLLINGWOOD INGRAM 1 GAL LOW 90 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. - ROSEMARY G. INSTALL 3" DEEP WALK-ON BARK MULCH IN SHRUB BEDS. 11. WARRANTY: WARRANT PLANT MATERIAL AND IRRIGATION SYSTEM FOR ONE YEAR FROM FINAL ACCEPTANCE OF COMPLETED WORK. REPLACE WESTRINGIA FRUTICOSA WORNING LIGHT 5 GAL LOW 23 DEAD OR DYING PLANTS AND BROKEN IRRIGATION COMPONENTS WITHIN THIS PERIOD. MORNING LIGHT COAST ROSEMARY CITY OF BAKERSFIELD GENERAL LANDSCAPE NOTES [� F FF [7 F F 'j�F {..� F F 1. PREMIUM QUALITY PLANT MATERIAL IS REQUIRED FOR THIS PROJECT. NO PLANT MATERIAL WILL BE ACCEPTED FOR THIS PROJECT UNLESS IT MEETS I\L I L 1\L,- NC L N O I L� C I I L D U LL 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- PAVING 3. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS FROM ANY PLANT MATERIALS WITHOUT WRITTEN APPROVAL FROM THE LANDSCAPE SYMBOL DESCRIPTION QTY _DETAIL_ 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. P-Oi TEXTURED CONCRETE 5. ALL LANDSCAPE DETAILS SHALL BE IN ACCORDANCE WITH C.O.B. STANDARD DETAILS AND AS DIRECTED BY THE CITY ENGINEER. - TEXTURE AND COLOR TO BE DETERMINED BY THE CITY OF 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 BAKERSFIELD PARKS DEPT. PATTERN/LAYOUT MAY BE SUBJECT CONSTRUCTION OR TREE INSTALLATION. TREES AND SHRUBS WITHIN SIGHT LINES AND TREES OVER SIDEWALKS SHALL CONFORM TO THE DETAIL T-12 TO CHANGE AS SHOWN ON PLANTING DETAILS SHEET. 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 BYA 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 3" LAYER OF MULCH: 3" REDWOOD BARK CHIPS SUPPLIED FROM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS, CONSTRUCTIVE MATERIALS AND SPLINTERS. ANY DYED PRODUCTS WILL NOT BE ACCEPTED. CONTRACTOR TO PROVIDE C.O.B. SAMPLES FOR APPROVAL. _ 10. QUANTITIES ON THE LANDSCAPE LEGEND MAY NOT BE ACCURATE: THE DEVELOPER SHALL BE RESPONSIBLE TO INSTALL ALL PLANT MATERIAL AS PER - THE DESIGNED PLANS OR AS DIRECTED BY THE CITY'S REPRESENTATIVE. 11. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER C.O.B. 12, ALL PLANT MATERIAL SHALL BE INSPECTED BY THE C.O.B. PRIOR TO PLANTING. CITY OF BAKERSFIELD MAINTENANCE PERIOD NOTES: - 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLMENT MAINTENANCE - PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED TO: ADEQUATE WATERING OF PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A MINIMUM PERIOD OF THREE HUNDRED AND SIXTY-FIVE (365) DAYS. 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL FINAL WRITTEN ACCEPTANCE BY THE CITY OF BAKERSFIELD RECREATION & PARKS DEPARTMENT. 3. COST INCURRED DUE TO DAMAGE OR REPLACEMENT DURING THE POST -INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. ALL AREAS INCLUDING, BUT NOT LIMITED TO TURF, GROUNDCOVER AREAS, CONCRETE WALKS AND SLABS SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER, AND DEBRIS. _ 5. BEFORE WEEDS EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SERIOUS WEEDS PESTS (I.E. BLACKBERRY, NUT SEDGE OR BIND WEEDS) SHALL BE SPOT SPRAYED WITH A NON-SELECTIVE POST -EMERGENT HERBICIDE AS SPECIFIED BY A WEED ABATEMENT COMPANY, AND LEFT IN PLACE FOR (7) SEVEN DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. 6. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASES, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN, SHOULD THE CITY, DURING THE MAINTENANCE. PERIOD, DISCOVER THAT THE TERMS FOR THE MAINTENANCE PERIOD AS STATED HEREIN HAVE NOT BEEN STRICTLY ADHERED TO, THEN THE DAYS ACCRUING TOWARD COMPLETION OF SAID MAINTENANCE PERIOD. WILL BE TERMINATED. THE MAINTENANCE PERIOD WILL BE EXTENDED ONE (1) DAY FOR EACH DAY THE AREA IS OUT OF ITS MAINTENANCE PERIOD. AFTER THE AREA HAS BEEN BROUGHT UP TO CITY STANDARD, THE CITY WILL REQUIRE A RE -INSPECTION BY 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 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 0 KNOW What's THE MAIN LINES, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES, QUICK -COUPLING VALVES, ALL SPRINKLER HEADS AND ALL PLANT Z below, MATERIAL. THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED SUBSTITUTIONS OF SIZE MATERIAL AND MANUFACTURER'S NAME AND 40 Call beforeoU CATALOG NUMBERS. ALSO, (2) SETS OF 11 X 17 LAMINATED "AS BUILT" WITH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE CHART AND dig. y SCHEDULE, KEYS TO THE CONTROLLER, AND TWO QUICK COUPLER VALVE KEYS WITH GATE VALVE HOSE BIB ATTACHMENT, SHALL BE SUBMITTED TO 1"=20'-0" THE CITY. - 20' 0' 5 10' 20' 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. 0yaoL,'.C-Wsers%Mlke McUonneiMppdataVochtempV PubliO_192361L6.00 PH1A.Ja, Layout. Le 00 .ac a3, z019.1 Iz Qoa 0� = W c W n Q 2 a 20 �D�IL z d M E U �Wm =m w LL Q LL OaU W gaz m (- LU U o to Q m Q a Q CISE_ Z h Z w Lu W J Q,' L) U 0 $ C I " w I I I I 3 a C � k 3 3 Zy 0 S ' w rc DRAWING TITLE: PLANTING LEGEND & NOTES I SB wyC�O,� o: 5 s 0 * oIaoQblr IM N� N-bo,A2PI �P CA614 DATE: 12/3/2018 SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET: L6.00 SHEET 9 OF 16 TMCT 46531-[`H1 LMC 1.5-6531 Ph 1 I LL- LU .LW io J , . _.. 'e:-rrrrrrrn relililr r .e 1 1 1 4lrlrlelilrlrr' - rrrrrrrrrrrrrrrrrrrrrrr 1 e e e e e 1 1 1 41ele4yilr4r - 1 1 e e e e.e. e ' - -e.. -n Nil;... e �4 e 4hhiay e 4p --.................- r -e e e -rn e e e e. -e e -e - ear -n - . �K J., A.. H.rcrce:4ti.i .0 . .. . ............0 z . r. ,._ =w —�-rrrrrrn � ��elrlrrV . 1 ylri — e�gii4! e�6l���lei! - ee h -a � i 1 �' -e ��i11:1p�7pi�F�_ e I PeiAe rceailiexrceseiNne e e e 1.1:1:1:1:1 e� rce.e'e'e'a:e:e'r:e:e:rce:e:rce'e'a'a'eld'a'a'e:e:e:e:e:eY'---"----- ..... � H _. aeea:�r44rF�rlrl eye%e44r ��ray1� =a a _ i• r � a IN, e�:ilie. �:;ililr ��91ii 'rr�re �1, +`- •ur }� J (0 Q Yririy I vrrr oaf lele[ellelele rr lyrr waa rr. 'y r E CL r clue r rr�el.l� �rli� 'Sr' ee94iieel9 r� o LL 111'�i� Q Z 1— wL .. ...............-, n.eeneeonrce : au•r•e•renrmeeee 'r.-. LL— � F Lt, ® P-0 W Z J 5� G W LU/ V� / LINE OF G I H =5so• 3, 0 = O O+O > " I • O� I I ® U Know what's ® below. Call before you ® dig. =w i � omwme.cwsersm,;e mmo,,,,en�Poaaia�mcaNempvwv�or:n_ieza5�o.00 PeiAe Leywr. Ls.m ' oec sa. zoic. i:zspm W 11 swrom"A AMA LANE a i;6i l�ag� Z I / 4 44 BAKERSFIELD I,L a NTS. ® m a I -E: SEE CITY OF BAKERSFIELD MEDIAN STANDARDS ® N O J LLJ W 2 W Z J LINE I v PANAMA LANE IRRIGATION SLEEVE I 1 ® Q z 7"=20•_0• 20' 0' 5 10' 20' U =w d � W Q =a a U U� J (0 Q oaf W waa LU E CL W U =my y Q Y Q o LL Q Z 1— wL N ® m a I -E: SEE CITY OF BAKERSFIELD MEDIAN STANDARDS ® N O J LLJ W 2 W Z J LINE I v PANAMA LANE IRRIGATION SLEEVE I 1 ® Q z 7"=20•_0• 20' 0' 5 10' 20' DRAWING TITLE: PLANTING PLAN 5 ` s cs fT � s r a � * Deano6�r3,?018 { �% Novnube[3Q 201 1e DATE: 12/312018 SCALE: V = 20'-0" DRAWN BY: JOB NUMBER: 1510700 SHEET: L6.01 SHEET10OF 16 TRACT # 531-PH1 LMR 1.5-6531 Ph 1 0 0 N DRAWING TITLE: PLANTING PLAN 5 ` s cs fT � s r a � * Deano6�r3,?018 { �% Novnube[3Q 201 1e DATE: 12/312018 SCALE: V = 20'-0" DRAWN BY: JOB NUMBER: 1510700 SHEET: L6.01 SHEET10OF 16 TRACT # 531-PH1 LMR 1.5-6531 Ph 1 /- 3N11c\J31N3J Know whaPs below. ® Call before you � ® dig : Y iR1Y Illi L'1'lil v oawme- Causers Mike McDonn l]lappdala\IooaNempWcPubIIsh 18 61L600 PHiaawe Lay -t L6.0, o-.3, 2018,1 Spm rw I L: /- 3N11c\J31N3J 11 J M LINEOF SIGHT d� + v1�I e 1-, �\ SEE MATCH LINE SHEET L6.03 I 0 BAKERSFIELD O z 20' 0' 5' 10' 20' NT.S Know whaPs below. ® Call before you � ® dig s oawme- Causers Mike McDonn l]lappdala\IooaNempWcPubIIsh 18 61L600 PHiaawe Lay -t L6.0, o-.3, 2018,1 Spm 11 J M LINEOF SIGHT d� + v1�I e 1-, �\ SEE MATCH LINE SHEET L6.03 I 0 BAKERSFIELD O z 20' 0' 5' 10' 20' NT.S m � LU U rw 0Ooc <_ CSO I' 0 0 O. I I - < LL (O O V W W lY I— Z Z W U oWw OLt Q Y q rcW� i QfUmF 1 w L z W W W J Q_' � m � U I' 0 I I 1 L � z z O 'm w rc DRAWING TITLE: PLANTING PLAN \,W scS p� s v dr 50 F A ]).—br3,2018 rvmwZro aoi �e OF DATE: 12/3/2018 SCALE: V =20'-0" DRAWN BY: JOBNUMBER: 1510700 SHEET: L6.02 SHEET 11OF 16 .TRACT X6531-PH1 LMD 1.5-6531 Ph 1 Q0 m a 12 2mmommmm CV 7— .A 1 LINE OF J1 I SEE MATCH LINE SHEET L6.02 I I I I I i I II I I J st , SEE MATCH LINE O. RIGHT Know what's below. Call before you dig. Dre ing'. CI\Useq\Mke MCDonnelllappaatahowl\tOMPNCPubllan_1923 192L600 Ph11A.tl.g Layout tE.03 D-03,2018,1 25pm 00 i �I I L -JI SEE MATCH LINE BELOW LEFT I ` 1\ CH LINE SHEET L6.04 lyTAX411I RMYNERVII 0 �ca�sra.rHlfir�� 11 PLANTING PLAN - 177 D: O Z DATE: 12/3/2018 1'=20' o^ SCALE: V = 20' V 20' 0' 5' 10' 20' DRAWN BY: —` JOB NUMBER: 1510700 - SHEET: L6.03 SHEET120F16 TR CT #6631 -PHI LMD 1.5-6531 Ph 1 aW �w > �CU� �� LL F J M —�F U uL' '—,0 a W F- dao Wiz X H n- LUU a� omLL Q Y Q DO Q z ILL! W W J F— H 0 �ca�sra.rHlfir�� 11 PLANTING PLAN - 177 D: O Z DATE: 12/3/2018 1'=20' o^ SCALE: V = 20' V 20' 0' 5' 10' 20' DRAWN BY: —` JOB NUMBER: 1510700 - SHEET: L6.03 SHEET120F16 TR CT #6631 -PHI LMD 1.5-6531 Ph 1 SEE MATCH LINE SHEET L6.03 ®mmimmml I Ui a I i i � I � I I I O. \ a I \\ TREE ® ® ® L U 8 S.0 Nz �Mm 5 7 Know what's below. Call before you dig. Vraning: C\VserslMike M<Vonnetl!apptlafa!IMap(emp�Ac4ublisM1 1943BIL8.00 PHiA.ticc Layout L6N Dec 03, 2016 1.20pm � Q I Cr U I ■ SEE MATCH LINE TOP RIGHT m ME m ME ME s�� t r PHASE 1 PHASE 2 SEE MATCH LINE BELOW LEFT LU a° ;gym o �v Ui I r z � I o � I I I I I I j I I f 4 < BAKERSFIELD � y► 0 z 1"=20'-0" 20' 0' 5' 10' 20' LJ�® 'm V om ffl U h W W LO C.00va Q o U � LL o g Q LL W � I—a mi W U gZec agw ce ,J Q QmLL a of <U) z W W W H C U 'm V om ffl DRAWING TITLE: PLANTING PLAN 0. UmunLtt J. 1918 DATE: 12/3/2018 SCALE: V=20'-0" DRAWN BY: JOB NUMBER: 1510700 SHEET: L6.04 SHEET130F 16 TRACT #6531-PHi LMD 1.5-6531 Ph 1 mi K C i z ce . .. R DRAWING TITLE: PLANTING PLAN 0. UmunLtt J. 1918 DATE: 12/3/2018 SCALE: V=20'-0" DRAWN BY: JOB NUMBER: 1510700 SHEET: L6.04 SHEET130F 16 TRACT #6531-PHi LMD 1.5-6531 Ph 1 I fJlBvnpgl Ct111se[5\Mike MCDOOBaIIN4Ptla18DOce1\IempNCPnbIISM1 192381160D PHi Jw9 Ley0u1. 2800 I fJec03, 2016. Y25prn c/) 1 FER @%RNP OP PLAM6t MEN. KG9 PIIBIOE nese uM» sxw. x BNrum.r BeaAP� MA.mR IR13iIK WM AWRpJ®! MPM W VIf$ TI@ATEIR. IBB OR CQyB;T4R OP 1RCL9 LR D'1118[ PpA1UYG91MY � LM12J I qR TO SIEI? 411@ NE91RIcnGS. J50'MIWMIM Il � 6R40E taa• Wv AGERAfEMFYN797ff AMP WW IA' DSmnl (°. km 15) LANDSCAPING LIMITS HTHIN MEDIANS LRWOODFENOE MOM RAw. BTaePWmIN XA�JL.._ iY[NBTi -'9s��cMIB ILII{ Sw 1 lj-I � B g N CONCRETE MOW STRIP � ,ON OS S• b'NM• NTE Nr SEP ATE TURF FF'dA PLANTEDL HARD SURFACE TREATMENT, DENOTE5 IA' D$ iIT+ICP1 PLL SC6 50% MIN. PLANTER AREA ACCEPTABLE HARD _� EOITOMOF SLOPE 1REE515'-W OF. MAX. PLANTER AREA �TREATNE:NT 40' 4A' OS'RAD. ("x.M A5 APPROVED BY a F4 fMff RECREATION AND i1PICPI TOPSIDES DETAIL a -MEDIAN PARKS DIRECTOR o0 ., I. AIS'MN.EOiBt OF NP 51APF IRAIFB.T'S M.4CEif T01)E EKK Of, OLR61NROUEMOJP LRE B. a � CR 2. YYBtE HIM 151851!41 KITll!. RWF V- TO t W PLANIHR NDnU HARD 5URFAGE N'gATSENf OLY R9XFMP. AMY FRGNR.AT6R0RD S. HARD 51�AOE iREAIIBtP ONLY MGTEE IlSTALIID NENIIE NWNMNDIfIPS NOi OGCRR FGR 50 CCYEKUINR FffT. 4. W)9PE5 WLL �ALLL4VD INP�ARGNMDITPRmR AFFRariaQRKFEAiION FFD PARKS df<LTGR 5bovLA•R 5. 5TMPFD ONKftETE ttGTAILATAN S#Udl BE ro'BOAANITE' SPFfAFKATKfG OR APPRMFD HM1A. 6K. t b.'DEBATNFAD'1TPEPURPp/RtE511E 15'WFD 3RFACE IRAFlErif AfLlB tlE PERIPEiBi OP THE FLANfER TOfE W * B.OP®IW14QD TANPRO Tlt 11E PWlIIX AT 8. r -:4b fOk✓��' ,N. T. BB&82 ��iYfi�PUWTiOlBBKISNA�.ItlYEY@Z YFERE 51f�T Q, 6RAD8 ES'L@D li FALL, "FRAY MPD'1TPE IIRR44GKAATTIIDI�E LIJ c..1 w D. ��� NPW SFFACE TREAiSHIf:AWL � Ofl�111E0 M1�WA'SULTATION NttN TE REQ�A}IgI P19 CITY OF BAKERSFIELD REVISIONS R. Oft G GG4EIAFI SAS COA"B rO�F O�YB6E+DIBA'TQ!'"INREGTN+5AAR STRIP AT CHAIN LINK a 10 INSTALL YONR WaP AT ALL IEDiAN BffAKSRREFBtAB.Y AT t$T RRN POGKElS PDI4CBII TO LANI,AREAS) TYPICAL LANDSCAPE WALL FENGE GONPALT 05'(CQR115 TO PO%RELAn dd9tY SDN ML NARdfCPAE. ]. MRV RAMP Pi1FR�OlALL BVOS OF NBYNG. ix l(W1 RNg5 FBR ISLANDI \ ��-�{' yI/4'PHtTT Mh'FtR Fi IM"iR Pf1/4"FT OR FENCE SCREEN --�Tf -- Lu -n .scm 03 SECTION A -A SECTION B -B SECTION O -C W %CCK MOW RAMP NO PLANTER PLANTER 4 TURF AREA (09n} Gd4'MT®EARTX J Q CITY OF BAKERSFIELD ®PLAYGROUND Si�WALK 1RE _REVISIONS RCrs U%%% .7 4n= DETAIL FOR IRff BT --- GRADE I.00BtFBOT ACBE STLP:.DINT4'1 AT EY73el FOlGE P05t Nm LANDSCAPE LIMITS WITHIN MEDIANS ttPICKi0P 510E5 EVi3( B' (4lnN ON PLL G1iHt CdY. E1E ARFKCi. 6dW..xTISFBt SrAKE.GT�AS RERDI JI STAKE LOCATION 2A'150MJ STANDARD 2. ALL AW<r,K TOtCOBYE GONGREIE 9NL.> COM104 ® TO (M wTEtl N9 LiTNL J'1 `aR6 PLAN NO. 4A° 90b RElATWE DB5M FOR ADEPM OFOY 115?IciL CR AS SHT(IF PINI (023W FARtH .'7L-12 FDRily qar WATBt I fJlBvnpgl Ct111se[5\Mike MCDOOBaIIN4Ptla18DOce1\IempNCPnbIISM1 192381160D PHi Jw9 Ley0u1. 2800 I fJec03, 2016. Y25prn c/) 1 05' VPI A 115 Si FW9E0 (0.15rtJ MILAL ALL 510E5 W! � 6R40E AFAInt I¢R5'.14Ai APW A RMf AGERAfEMFYN797ff AMP WW IA' DSmnl (°. km 15) mipw LRWOODFENOE ROW 51R1P Sw AWLW g N CONCRETE MOW STRIP IFN Nr SEP ATE TURF FF'dA PLANTEDL W45 M'®9tl1'9 MAT IA' D$ iIT+ICP1 PLL SC6 K.EAE�AINi 9uE &'.PA�.ITUF AWA _� EOITOMOF SLOPE 1REE515'-W OF. i7E:lmt aatt':.�1'�sPJ. OIIdNAY7 40' 4A' OS'RAD. ("x.M WNAYS'9/Af! EC ACSPL$P..IdlJN7 a F4 fMff W[NM.DAYd2S (ROEM:mlOf pP A.Nl. i1PICPI TOPSIDES maAn69. mNow MITT o0 ., 7fMipJ12U' SK'':Aw afa OKR.$ENYRS a � CR MYP ww LYfm m"ADM. AMY FRGNR.AT6R0RD mrul B8p[SGwwm "~ RznNl w/ LAiaRR1 MAR' Lmm sm am= TOM" 5bovLA•R MUM IF W&I fm 6K. t PANSSRR f1JPF@R ORWrID W'MiEDEAIILtIXO PiIYT DEEGRR W * CONLFERE MOW 51UP E1Rn1. r -:4b fOk✓��' ,N. .,� LIJ c..1 w .rAs4xEArw,arnx STANDARD orM. CITY OF BAKERSFIELD REVISIONS RdtIR'@EA1G0 STRIP AT CHAIN LINK a f9F 4 LC nmwig TYPICAL. SIGHT LINE TYPICAL LANDSCAPE WALL FENGE fm REQUIREMENTS Fw \ LANDSCAPING svi OR FENCE SCREEN ..we CITY OF 8 KERSFIECD w PA CALIFORNIA -- Lu T_12: 03 RN; W I fJlBvnpgl Ct111se[5\Mike MCDOOBaIIN4Ptla18DOce1\IempNCPnbIISM1 192381160D PHi Jw9 Ley0u1. 2800 I fJec03, 2016. Y25prn � L-1 N.T.S. MolwWWOM 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. c/) THE OBJECTIVE IS TO SOFTEN THE VISUAL IMPAbT OF A FENCE OR WALLED FRONTA 05' VPI A 115 Si FW9E0 (0.15rtJ MILAL ALL 510E5 MAINTENANCE REOJIREMENTS. LANDS M PLANT MATERIAL C KATIONS 5HALL M � 6R40E ]NxrmKAlErwExrAsr>RwILTaT. . Pll na£591V41 Bf STAYID NRN NfH30'PAwbdA GNN LINK FBGE IA' DSmnl (°. km 15) E ir�sTAe�RmptAL PJM NAIBuuealvBm TaM LRWOODFENOE ROW 51R1P Sw '�. P S.CIXETEGi MWIU A5 BURIED TO5bL1E0.ANR 5iPLW,1(f g N CONCRETE MOW STRIP uRMSLaSmencN sbTABAnaL 05' RAO. III SEP ATE TURF FF'dA PLANTEDL 0.ff ftNlrtic a, AOTIrJ ALLI�FIN11®MLWNHEA6 IA' D$ iIT+ICP1 PLL SC6 �,I _ s.amewm&ewrR ISRTAc®Ne1 r"ETr�mlRcs _� EOITOMOF SLOPE 1REE515'-W OF. ISg ND1E H) 40' 4A' OS'RAD. ("x.M PARrala IaDvs M as w wRm S�iLE. a F4 fMff (O�;M (Op,M FlNS i1PICPI TOPSIDES flM9[D GPAOE KJAPW f FgPRiPIWi A6 PCLI DY:x o0 ., ? ag%NEt.-2%NAKFALL a � CR 3-iABEl5 P$SDPLAD9 U AMY FRGNR.AT6R0RD " b-tlAETb 6B[58N.468U . 5A10 5bovLA•R II6IPLL FLOt d4FW6.' lAW HOHl ANIAttAGFIXR15N55TIMAtl19VY-g 6K. t PANSSRR f1JPF@R ORWrID W'MiEDEAIILtIXO PiIYT DEEGRR W * CONLFERE MOW 51UP E1Rn1. r -:4b fOk✓��' ,N. °BFLIFIGAPKKB A BYANFOLnT6R9 GMSTA>8NAp5,%IYFX.i1A✓8t51i14R@pAlM4MDYLNlN LIJ c..1 w o CITY OF BAKERSFIELD REVISIONS MOW STRIP AT CHAIN LINK a m. � NPPovID 1A1D9(MP.A WSAPVA R#5P.'.R TYPICAL LANDSCAPE WALL FENGE AND WOOD PENCE \ IIS M�pp 41P W"iBUAL F.OYAGR(5 OR FENCE SCREEN 6�soDreFACEnraRw9aartBDwL -- Lu f$YPlvIY4 03 wwDE¢cnoN W %CCK N41 (09n} Gd4'MT®EARTX J Q � APPROVED NAtEEFTOGFIWi pi LOT SIDE ®PLAYGROUND Si�WALK 1RE RCrs U%%% .7 4n= NOTES: IRff BT OY RPD. (151mJ GRADE I.00BtFBOT ACBE STLP:.DINT4'1 AT EY73el FOlGE P05t Nm ttPICKi0P 510E5 EVi3( B' (4lnN ON PLL G1iHt CdY. E1E ARFKCi. 6dW..xTISFBt SrAKE.GT�AS RERDI JI STAKE LOCATION 2A'150MJ \ /' 2. ALL AW<r,K TOtCOBYE GONGREIE 9NL.> COM104 ® TO (M wTEtl N9 LiTNL J'1 `aR6 fNO1F PJ) 4A° 90b RElATWE DB5M FOR ADEPM OFOY 115?IciL CR AS PINI (023W FARtH �BYTHE�NAVNDPARKSDII6tiTm FDRily qar WATBt GR4� VNiBt•N&N B0.W fi 402 5. TOP OF" SRI 91411 a IL'(L5tm1 ABTE FNl� ib. F4. (IW mrJ ERADEYBBl AD.I4LENf TOILfE M92D'(AOmd AEOYE bA"(150m) FOOfNO RHEN�6RAGE NNEY ADJAf91f TO Pi0.Ni� NiOK IE t1 AffiiE F4. 4. SEEFETE GRADE OH 11E Lnr SEE Of RE N411 KHKABt r)NO1FWl M0N STRIP iNAN P.E OR/.Dc GN nE 5 RSCEW THEF4l..NAtIX ftd)Of1N515 REQJIRFJ. SEBGMSTPI9ARD'.1@T L4 DETAIL.61 o � SECTION F�HAi�PRP>FtA6 �aIRB�. LFRM' EN! TYPICAASL SHRUB BLOCK NCL D. A 1D'lOYM NDE CON:fdiE NON 5IPP IS �SE11Rm FOt ALL OR fBKE CITY OF BAKERSFIELD LAYN ARPA9 AW4CEN1 TP) ANE% ipAP09Ep FBIOEhNA11 Cltt STAWARp L -II, DETPoL N' N' 4 6 V N' P �+ b.MA'AIID•A14 O4lYE5 ERR.fnf55TPIdlAW DETAIL SHEET SHRUB PLANTING o .W .' 914tl�APPWvFb BY nIEfECRE4nIXt AND PPNKS dREGTOR ' a • PRIOR TO CCNi1RGnON R.4A' TTP PAP513Z T. FLL CONCRETE SWVL EE LLAYa B" N ACOOAPNOE WTH (01AN PLAN CRY STANDMM, TIE LATCST WITIN M S FKN Ti OF T1E. m STANDA®'FtIFIGATIOR AND m AFRtOV�BY RE NF AMM MOW STRIP AT M✓D PAPYS DIRLTOt WALL AND PENCE D. MON 5IRIP ALON5 N4115N4LL INCUAE PIL451BE 9, NON IRRP WH X MTAUM AT ALL PFOPBt1Y LIK5. CITY OF BAKERSFIELD REVIsloxs DETAIL FOR CONCRETE MOW STRIPS K & PLAYGROUND SIDEWALK STANDARD PLAN NO. 0 11 DF ,aDATE L-11 � L-1 N.T.S. MolwWWOM 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. 1 N.T.S. c/) THE OBJECTIVE IS TO SOFTEN THE VISUAL IMPAbT OF A FENCE OR WALLED FRONTA PLANT MATERIAL SHALL 5E 5 IELTEP TO PROVIDE A PLEASING LAN A E MTH LOM MAINTENANCE REOJIREMENTS. LANDS M PLANT MATERIAL C KATIONS 5HALL M ]NxrmKAlErwExrAsr>RwILTaT. . Pll na£591V41 Bf STAYID NRN NfH30'PAwbdA (R�Ai@nEAi®) IOKf ME PBE, (®m2 N.RY4Y T- E ir�sTAe�RmptAL PJM NAIBuuealvBm TaM �. PAOFGi SNE P10 F5iNl.IBNTRE 5rN8 Sw '�. P S.CIXETEGi MWIU A5 BURIED TO5bL1E0.ANR 5iPLW,1(f g i T uRMSLaSmencN sbTABAnaL rtsTAu �Nmas a. ARZDR>� 61ARJ GR�TD RUK DRtMREJ IFpID co 0.ff ftNlrtic a, AOTIrJ ALLI�FIN11®MLWNHEA6 �,I _ s.amewm&ewrR ISRTAc®Ne1 r"ETr�mlRcs _� EOITOMOF SLOPE 1REE515'-W OF. olSru1LE vsAla Sa 05M aelFs tPNlurcxLm slRuc PtA0.avPYC. OR GRILL 5RE S 6AtE PARrala IaDvs M as w wRm S�iLE. a Fb.ftkING TA5IET ERV1 BEflXFDx[Y 19Gn1U8flG1 flM9[D GPAOE KJAPW f FgPRiPIWi A6 PCLI DY:x o0 5 I-TA8Li t9RIZM. B.nU a � CR 3-iABEl5 P$SDPLAD9 U " b-tlAETb 6B[58N.468U a-TAELFSI,Rxaroaueox Q II6IPLL FLOt d4FW6.' lAW HOHl ANIAttAGFIXR15N55TIMAtl19VY-g M10 PANSSRR f1JPF@R ORWrID W'MiEDEAIILtIXO PiIYT DEEGRR W * %BHL WDSLAPE 08THIANMSWLS IXMlCf0H1FwM °BFLIFIGAPKKB A BYANFOLnT6R9 GMSTA>8NAp5,%IYFX.i1A✓8t51i14R@pAlM4MDYLNlN LIJ c..1 w MCFMFA'DAW %PeAMMS. CITY OF BAKERSFIELD REVISIONS HI TREE PLANTING WITH 9OOT6UAR2 9.ALLR11B1K1�°JWL Pf NSNHDf1�FRM IMi@'fc5kX6. m. � NPPovID 1A1D9(MP.A WSAPVA R#5P.'.R TYPICAL LANDSCAPE WALL m ~ afs+acrah NR[44,sRE.N4NPAGRPNR AID IIS M�pp 41P W"iBUAL F.OYAGR(5 OR FENCE SCREEN 6�soDreFACEnraRw9aartBDwL -- Lu f$YPlvIY4 wwDE¢cnoN W PLAN NO. J Q SST _L_ OF _14 1RE RCrs U%%% .7 4n= IRff BT U m i'F'YR rgSBtrvHTE1¢An at A'IPartO 6dW..xTISFBt SrAKE.GT�AS RERDI JI STAKE LOCATION SiAt$N (M wTEtl N9 LiTNL J'1 `aR6 n � IRYKEVA® FDRily qar WATBt VNiBt•N&N B0.W fi 402 ib. F4. (IW mrJ MO d t1 AffiiE F4. r)NO1FWl ° o � GF RCI LFRM' EN! TYPICAASL SHRUB II STAKING OETAfL KI PLANTING DETAIL CITY OF BAKERSFIELD REVISIONS _ DETAIL FOR TREE AND Ew SHRUB PLANTING STANDARD O PLAN NO, L-10 a11.1. E m 1 N.T.S. L-13 WALL OR FENCE SCREEN N.T.S. c/) THE OBJECTIVE IS TO SOFTEN THE VISUAL IMPAbT OF A FENCE OR WALLED FRONTA PLANT MATERIAL SHALL 5E 5 IELTEP TO PROVIDE A PLEASING LAN A E MTH LOM MAINTENANCE REOJIREMENTS. LANDS M PLANT MATERIAL C KATIONS 5HALL M REVIEWED AND APPROVED BY CITY PARKS DIVISION. A SEPARATE AUTOMATIC IRAIOATION 5YSTSM 15 REOUIR . T- p p Sw SATE b' �lls g i T ELEVMASTION 66T / -W co wDTH vawSs � _� EOITOMOF SLOPE 1REE515'-W OF. OR GRILL 5RE S 6AtE a t$Y.E dt o0 a � CR wNI O'i' WIDE LANDSCAPE PLAFI INS (SHRUBS ONLY) CCppNNGGRRpp��E Q 5'. WIDE LAXPVAPE PLAMINS AREA (TREMY*P )59) DRIVEYNY M10 5'DEWALK PRFA Ems_ W * NQ)i1L- .WEAEC�Y®IDKAccPlobW%PN)vUl1 9. /JL 6RIXM [Orsi BWW. BE PBNFY®A•O T. NJ G:@dIY VdE951NLL>EV DTO �i GR fEPK2 AT FpOicMTLWE BIWI EE AFFROv$ BP LItt PPRVB OMYITL WNI GR FCII4G tMp9LMPU IF FRA1tbB18 tPfBTUN ILtl APL.RM'1613AR.66.1f✓Sv1` NLVE PN 8. 18T LNVJLPPE IMWaHE111551W.L BB LIIFAR fE I.MrWEA E4n$T1 F@YRM4I MD R91.=TOA$ ALtOYBI MD [dILRIEMCEUINbINLL2 Wx'CP CI4®MNJ.IEfANE LKR2. S IIIiIGAnW 5P5PEM 5lW.L lUVE ASEPMAR E%Ip61®TO'11E PILE6H4L WCE fNPQ ]. BPOAO LF/LA MAY�V'FL gLLYW2N PGiMWUMRcnW WLL911E PPARIG£61EY TMN YM LIIEK clsiXYR R1'v.ffi1 dGR MbIWH4X A"O PNK! 6. 51Rb5 NO 1RZ55HW. BE SPKSM P2T AryMWR®PMMaB TOM bJME1P Oaan's m. uoxa mwSTreaP-u. mn.BlF.a nr w.Tlreltt. aTA�r LIJ c..1 w CITY OF BAKERSFIELD REVISIONS QzmLL Q TYPICAL LANDSCAPE WALL m ~ w OR FENCE SCREEN -- Lu STANDARD W PLAN NO. J (L' SST _L_ OF _14 L-13 RCrs U%%% .7 L-13 WALL OR FENCE SCREEN N.T.S. DRAWING TITLE: PLANTING DETAILS IleceWwv � ]Ol8 DATE: 1 21312 01 8 SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET: L8.00 SHEET14 OF 16 TRACT M5531-PH1 LMD 1.5-6531 Ph 1 c/) i T- Sw g i T W co � O3 a o0 a � CR wNI Q LL M10 W * 2 2 m w Q LIJ c..1 w LL QzmLL Q U) m ~ w Z Lu W W J (L' U m DRAWING TITLE: PLANTING DETAILS IleceWwv � ]Ol8 DATE: 1 21312 01 8 SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET: L8.00 SHEET14 OF 16 TRACT M5531-PH1 LMD 1.5-6531 Ph 1 i g a m � ° o � O m K DRAWING TITLE: PLANTING DETAILS IleceWwv � ]Ol8 DATE: 1 21312 01 8 SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET: L8.00 SHEET14 OF 16 TRACT M5531-PH1 LMD 1.5-6531 Ph 1 PART 1 - GENERAL CONDITIONS 1.1 Description: A. Work Included: Provide all labor, materials, transportation, and services necessary to furnish and install irrigation systems as shown on the drawings and described herein. 1.2 Quality Assurance: A. Manufacturers Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this contract furnish directions covering points not shown in the drawings and specifications. B. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the Contractor. Anything contained in these specifications all 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, filings, 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 rade differences or 9 .9 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 samplessubmitted. S. 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 Put 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. crewing: cauoerslmixe Layout : L900 ntt03, 2018, 1.26pm 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. Handlingof PVC Pipe and Fittings: The Contractor is cautioned to exercise care in P 9 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 bendingor concentrated external load at an point. An section of a that has been Y P Y dented or damaged will be discarded, and if installed, shall be replaced with new piping. 1.5 Analysis of samples and tests: None. 1.6 Guarantee: A. The guarantee for the sprinkler irrigation system shall be made in accordance with the attached form. The general conditions and supplementary conditions of these specifications shall be fled with the Owner or his representative prior to acceptance of the irrigation system. B. A copy of the guarantee form shall be included in the operations and maintenance manual (Section 1.03, D). C. The guarantee form shall be re -typed onto the 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 21nch and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements asset forth in Federal Specification PS -21-70 (Solvent -Weld Pipe), 5. PVC solvent -weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM lest 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 manufacturers 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 Il, PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements set forth in Federal Specifications PS -22-70 with an appropriate standard dimension ratio. 3. Except as noted in paragraphs 1 of 2 of Section 2.01 C, all requirements for non -pressure lateral line pipe and fittings shall be the same as for solvent -weld pressure main line pipe and fillings as set forth in Section 2.01 B of these specifcations. 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. _ 1 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 all have a bronzed screwed body with 100 mesh morsel 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 Il WOG bronze bronze construction and replaceable composition, neoprene or rubber disc, and shall meet or exceed Federal Specification WW -V-51 D, Class A, Type IV, 2. Anti -drain valves shall be of heavy-duty virgin PVC construction with F.I.P. thread inlet and outlet. InternalP arts shall be stainless steel with Buna-N seals. Valve shall be field adjustable against drawou[ 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. Instal; 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 cud 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 -Tile wire connector with PT/S5 sealer or approved equal. Use one wire connector per wire splice. 6. Field splices between the automatic controller and electric control valves will not be permitted without prior approval of the Landscape Architect. J. Automatic Controller: 1. Automatic controller shall be of size and type shown on the drawings. 2. Final location of automatic controller shall be approved by the Owner's authorized representative prior to installation. 3. Unless otherwise noted on the plans, the 120 -volt electrical power to the automatic controller location shall be furnished by others. The final hook-up of the automatic controller to the 120 -volt power source shall be the responsibility of the irrigation contractor. K. Electric Control Valves: 1. Electric control valves shall be of the size and type shown on the drawings. 2. Unless otherwise noted on plan or construction details, all electric control valves shall have a manual flow adjustment. 3. Provide and install one control valve box for each electric control valve. L. Control Valve Boxes: 1. Use 10" x 10 1/4" round box for all gate valves, Carson Industries 910-12B with green bolt down cover or approved equal. Extension sleeve shall be PVC -6 -inch minimum size. 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves, Carson Industries 1419-12B with green bolt down cover or approved equal. M. Sprinkler Heads. 1. All sprinkler heads shall be of the size, type, and deliver the same rate of precipitation with the diameter (or radius) of spray, pressure, and discharge in G.P.M. as shown on the drawings and/or specified in these special provisions. 2. All spray type sprinklers shall have a screw adjustment. 3. Riser/swing joint assemblies shall be fabricated in accordance with the irrigation construction details shown on the drawings. 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. PART 3 - EXECUTION 3.1 Inspection. A. Site Conditions: 1. All scaled dimensions are approximate. The Contractor shall check and verify all site dimensions and receive Landscape Architect's approval prior to proceeding with work under this section. 2. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings or call utilities companies for existing utility locations, 3. Coordinate installation of sprinkler irrigation materials, including pipe so there shall be no interference with utilities or other construction or difficulty in planting trees, shrubs, and groundcovers, 4. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the sprinkler irrigation system. 3.2 Preparation: A. Physical Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing, and location of sprinkler heads. 2. All layout shall be approved by Landscape Architect prior to installation. B. Water Supply:. 1. Sprinkler irrigation system shall be connected to water supply points of connection as shown on drawings. 2. Connections shall be made at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions. C. Electrical Supply: 1. Electrical connections for automatic controller shall be made to electrical points of connection as shown on the drawings. 2. Connections shall be made at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions. 3.3 Installation: A. Trenching: 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to even grade. Trenching excavation shall follow layout indicated on the drawings and as noted, 2. Provide for a minimum cover of 18 -inches for all pressure supply lines. 3. Provide for a minimum cover of 12 -inches for all non -pressure lines. 4. Provide for a minimum cover of 18 -inches for all control wiring. B. Backfilling 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps, or other surface irregularities. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than 1/2 -inch in size will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval of the Landscape Architect. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, or planting, or other construction as necessary, the Contractor shall make all required adjustments without cost to the Owner. C. Trenching and Backfill Under Paving: 1. Trenches located under areas where paving, asphaltic concrete or concrete will be installed shall be backfilled with sand (a layer six -inches below the pipe and 3 -inches above the pipe), and compacted in layers to 95% compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in afirm 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 out 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 fiftings 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 Wring 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 pipelines 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 all 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. Loweringraised sprinkler heads b the Contract shall be accomplished P y P 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 approvedin writing. 6. Contractor shall furnish force pump & all other test equipment necessary. When the sprinkler irrigation system is completed, perform a coverage lest 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 TRACT 406631 PHI Lou 1.5-6531 Ph 1 Cn = W •- W 1(00 O __ cat o I -W U V y oy LO LLga _ Q LL J_� OaV m W 0 Hzz ~a LUQ 0o�to Q �m �Va� F Zm J Z W W W J W In 'm x u wm o S 4 3 g K Y m C o Z z a y „ it 0 w rc DRAWING TITLE: SPECIFICATIONS NDSCgpE 0. Aft, a 's * o�Ner; acts NOoa,ubcr30, 201 CAL1F��� DATE: 12/3/2018 SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET: L9.00 SHEET15OF16 TRACT 406631 PHI Lou 1.5-6531 Ph 1 LANDSCAPE PLANTING SPECIFICATIONS PART 1 - GENERAL CONDITIONS 1.1 Description: A. Work Included: 1. The work included in these specifications shall consist of the furnishing of all labor, tools, materials, permits, appliances, taxes and all other costs, foreseeable and unforeseeable at the time of contracting necessary and appropriate for the installation of the accompanying drawings. 2. No deviation from these specifications or from the agreement or from the general conditions is authorized and no such deviation shall be made unless the written authorization, therefore signed by the Owner or his duly authorized representative, has been obtained in advance. 1.2 Interpretation of Plans and Specifications: A. The Landscape Architect will interpret the meaning of any part of the any plans and specifications about which any misunderstanding may arise, and his decision will be final B. Should there appear to be an error or discrepancy in or between the plans, specifications & planting lists, the Contractor shall refer the matter to the Landscape Architect for adjustment before proceeding with the work. Should the Contractor proceed with the work without so referring the matter, he does so on his liability. 1.3 Quality Assurance'. A. Quality of work: The Landscape Architect shall be notified at least two days prior to work commencement, by the Contractor and prior to inspection visits by the Landscape Architect. All work shall be done in a good workmanlike manner in accordance with all plans and specifications and best considered practice, shall meet with the approval of the Landscape Architect and Owner and shall be in accordance with the requirements of local building codes and laws. Any defective work will be redone at the Contractor's expense as directed by the Landscape Architect. B. Permits: The Contractor will be responsible for obtaining any and all necessary building permits from the city of other governmental authorities. C. License requirements: The Contractor shall carry necessary Contractor's California State License or Certificatefor 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. Drewing-C Wmrs Mii: McDonnell%appdataVowlltempWuPubllsh_192W8[ 900 PHI 4wg L.1o1 _901 Dac 03, 2018, 126, - 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 i 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 willnotbe 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 Contractors convenience and not guaranteed to be accurate. H. Plant symbols take precedence over quantities specified. 3.2 All work shall be as directed by Owners field representative, who shall be appointed prior to the commencement of the work. 3.3 Contractor shall submit all material receipts to Landscape Architect. 3.4 Maintenance: A. Maintenance period shall not begin until entire installation is accepted by the Owner. 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. Soil test per contractor. 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 otherwisedamaged 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: Conwell. 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. S. Maintenance period shall be for the following duration: 90 Days. C. Application of soil and mulch tackifier to be made at a minimum rate of: 1. All plants and planting shall be guaranteed for the following durations beginning at the. a. Flat areas -80 pounds per acre. first day of the maintenance period b. Sloped areas (3:1 or steeper) -120 pounds per acre. Trees and shrubs, 15 gallon and larger.... 1 Year Potted plants & pottery. . . .......... . . ... 1 Year D. Acceptable Manufacturer: Ecology controli Binder by Conwed. Shrubs, 5 gallon and smaller .............. 90 Days Ground cover ........ ................. 90 Days E. Chemical germinating additives shall be " Catalytic Pre -Emerge" or approve equal. Lawn.... ........... ....... 90 Days F. Urea formaldehyde shall be a pelletized commercial fertilizer for hydromulch slurry. 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. END DRAWING TITLE: SPECIFICATIONS DATE: 12/3/2018 SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET: L9.01 SHEET 16OF 16 1.5-6531 Ph 1 W I-_ _ = W W �0d a J LD -; LEJ (0 a g Q W Q (n mF Z 1- a W W k e DRAWING TITLE: SPECIFICATIONS DATE: 12/3/2018 SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET: L9.01 SHEET 16OF 16 1.5-6531 Ph 1 8 a k e `a 8 m i 0 N w rc ! DRAWING TITLE: SPECIFICATIONS DATE: 12/3/2018 SCALE: NA DRAWN BY: JOB NUMBER: 1510700 SHEET: L9.01 SHEET 16OF 16 1.5-6531 Ph 1