Loading...
HomeMy WebLinkAbout6.5-250A N S C A P E V E L 0 P M E N "IlmliLl I F7 1 i3FA 0 F:lFj 1= Fia i I 1kiFil d GENERAL NOTES: GRADING NOTES: CONSTRUCTION NOTES: '00 P. .I. AT TWENTY EIG,HT (28) DAYS. 1. CONCRETE, MINIMU4m COMPRESSIVE STRENGTH OF 25 1 . SEE CIVIL ENGINEERS DRAWINGS FOR GRADING AND DRAINAGE INFORMATION NOT SHOWN IN THESE DRAWINGS. 1. PRIOR TO CONSTRUCTION, VERIFY EXISTING AND PROPOSED GRADES, UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES, AGGREGATE SHALL CONFORM TO A.S.T.M. C33. 2. CEMENT: CONFORM TO A.S.T.M. C150 AND A 2. UPON EXECUTION OF THE CONTRACT, PROVIDE THE LANDSCAPE ARCHITECT AND OWNER WITH A CRITICAL PATH STREET IMPROVEMENTS, AND FINISH FLOOR ELEVATIONS WITH THE CONTRACT DOCUMENTS. NOTIFY THE LANDSCAPE ARCHITECT SCHEDULE TO INCLUDE EACH ITEM, LEAD TIME, ORDER AND INSTALLATION DATE FOR SUBSTANTIAL COMPLETION. IMMEDIATELY UPON DISCREPANCIES. 3. CON1CRI.ETE SLUMP: MAXIMUM SLUMP 4 INCHES, EXCEPT FOR FOjU1NjDATIO1NS WHICH MAY HAVE A 5 INCH MAXIMUM SLUMP. 4. CO1NST 3. PROVIDE FOR POSITIVE DRAINAGE. NOTIFY LANDSCAPE ARCHITECT 15 SITE CONDITIO,NS ARE OTHERWISE. MAINTAIN 2. GRADING PLANTING AREAS TO CATCH BASINS AT 2% MINIMUM. j. 1JCTIO1N TO BE PLU�M,B AND TRUE UNLESS OTHERWISE NOTED OR IN01CATED. J i 5. RES ARA.AMD FOC(TI!NhG SIZES, IF SHOWN, ARE FOR RIOD11NEG PUR P-O-SMES ONiLY. VERIFY WITH OWNER'S STRUCTURAL OR SOILS FLOWLINES AND DRAINAGE PATTERNS AS INDICATED ON ENGINEER'S GRADING DRAWINGS. 3. PROPOSED PAVING SURFACES SHALL MEET EXISTING PAVING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND 4. VERIFY AND STAKE LOCATION OF UTILITIES PRIOR TO CONSTRUCTION AND IS REQUIRED BY GOVERNING AGENCIES BE HELD FLUSH ALONG ENTIRE EDGE. ENGINEER THE NEED FOR ALL RE11NFORCIN1G, BASE MATERIAL, PRE SATURATION ANO OTHER STRUCTU RRAL REQUIREMENTS. T I .......... 6. PAVING AN-0 CONCRETE CONTRACTORS ARE TO COOR.D1,NATE AND C001PERATE WITH THE ELECTRICAL, DR AMNAGE AND IRRIGATION LIABLE FOR DAMAGES TO EXISTING UTILITIES INCURRED BY INSTALLATION OF THE WORK. 4. CONCRETE WALKS TO HAVE A MAXtMUM CROSS SLOPE OF 2% AND SHALL MEET GOVERNING AGENCY REQUIREMENTS. • SYSTEMS INSTALLATION FOR REQUII ED SLEEVES, PIPES, AND CONDUITS UNDER PAV11NG. 5. REPAIR AND REPLACE ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION. 5. INSTALL DRAIN LINES IN SMOOTH, CONTINUOUS SLOPE AT-! (3" IN 501) FALL UNLESS NOTED OTHERWISE. INSTALL INLETS IN 2% 7. PRIOR TO LAYOUT IF UNOERGROUNO 1101PROVEMENTS, REFER TO PLANT[NG PLANS FOR TREE LOCATIONS. STAKE TREES AND 6. CHECK D14MENSIONS, F RAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTINGi WORK. ANY DISCREPANCIES OR PAVING POSITIONED IN ALIGNMENT WITH ADJACENT MATERIAL. OUTLINE SPEC11FIED BOX SIZE. ROUT UNDERGROUND DRAINAGE, ELECTRICAL, 13,0011- AND IRRIGATION PI1P1!W 01UTSI:DE EXCAVAT11ON POSSIBLE DEFICIENCIES BETWEEN THE DRAWINGS AND THE SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE 6. PROVIDE PVC PIPE AS SHOWN OR IF NOT SHOWN, AS REQUIRED TO CONNECT D RAIN INLETS AND PROVIDE A C01MPLETE DRAINAGE REQUIRED FOR TREES. BROUGHT TO IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE OWNER. SYSTEM. 8. ALLOW AT LEAST 6-8 WEEKS TIME FOR PLACEMENT 01F ORDER UNTIL DELIVE RY ON ANY MANUFACTURED ITEM UlNLESS OTHERWISE 7. VERIFY PROPERTY LINES PRIOR TO COMMENCING WORK. NO CO,NSTRUCTION ITEM, INCLUDING FOOTINGS, SHALL EXTEND 7. CORE DRILL AND DAYLIGHT DRAIN LINE THROUGH FACE OF EXISTING CURB ABOVE FLOW LINE. VERIFY LOCATION AN,D INVERT IN BEY I OND PROPERTY LINE. THE FIELD. NOTED. 1 9. REFER TO FINISH GRAD:[NG/D� RAI NAGE PLANS FOR VERTICAL DIFFERENCES, GRADES AND DRAINAGE SYSTEMS. 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB-CONTRACTORS AS REQUIRED TO ...... 8. ESTABLISH FINISH GRADES IN SHRUB AREAS 2 INCHES BELOW ADJACENT PAVING SURFACE AND 1 INCH BELOW ADJACENT PAVING -ECEDENCE &ER SCALED D111MIEN810N, S. f . . ........... ....... ACCOMPLISH THE WORK, PIPING, CONOUIT AND SLEEVES SHALL BE SET IN PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. SURFACE FOR LAWN AREAS. 10. WRITTEN DIMENSIONS ANiD DETAILS TAKE PiR 11. VE R-1fFY AND BE REWONS1113LE FOR D1rIMENSIONS AND CONDITIONS AT THE J018 SITE. REPORT DISCREPANCIES TO THE IMMEDIATE 9. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE, CONSTRUCTION MEANS AND METHODS, SAFETY 9. REFER TO THE CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL D RAINAGE SYSTEMS NOT FULLY SHOWN HERE. C001RDINATE ATTENT-10-N OF THE OWNER ANO THE LANDSCAPE ARCHITECT. PROCEDURES, B RACI-NG, TEMPORARY SUPPORTS, AND SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. INSTALLATION OF ENTIRE DRAINAGE SYSTEM SHOWN ON LANDSCAPE AND CIVIL DRAWINGS. I, 12. CONFORM TO LATEST UINI FORM BUILD11N1G CODE AMID APPLICABLE GOVERN,1NG AGENCY CODES ANO ORDIiNANCES. NO PART OF THE OBSERVATION RVATION VISITS TO THE JOB SITE BY THE'LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND 10. COORDINATE ROUTING OF DRAINAGE PIPE AR01UND TREE I PIT LOCATIONS INDICAT . ED ON PLANTING PLANS. CONTRACT DOCUMENTS ARE INTENDED TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCHITECT -G FUTURE 11. MAINTAIN "AS-BUILT" DRAWINGS OF DRAINAGE PIPE ROUTING. SUBMIT MYLAR REPRODUCIBLE "AS-BUILT" TO OWNER UPON DETAILED INSPECTIONS. COMPLETION OF THE WORK. AND OWNER. COMMERCIAL 10. GIVE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR REQUIRED OR REQUESTED JOB SITE VISIT. 12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, 13. COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WORK 01F OTHER TRADES. SITE 11. FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. AREA DISCREPANCIES AND/OR GRADE DESIGN. SUCH EXISTING CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF 12. FOR SUBMITTALS, SAMPLES AND SHOP D RAWINGS REQUESTED, SUBMIT IN TRIPLICATE TO LANDSCAPE ARCHITECT WITH ONE THE LANDSCAPE ARCHITECT AND/OR OWNER. ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS DUE TO FAILURE COPY TO THE OWNER UNLESS OTHERWISE SPECIFIED. TO GIVE SUCH NOTIFICATION. 13. PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG R 15. COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WO; K OF OTHER TRADES. ENTIRE EDGE. 16. MATERIALS AND WORKMANSHIP, CONFORM TO LATEST UNIFORM BUILDING CODES AND APPLICABLE GOVERNING AGENCY 14. DIMENSIONS ARE FROM OUTSIDE FACE OF THE BUILDING, PAVING AND WALLS UNLESS OTHERWISE NOTED. ANGLES ARE 90 CODES AND ORDINANCES. NO PART OF CONTRACT DOCUMENTS TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, OR 45 UNLESS OTHERWISE NOTED. NOTIFY LANDSCAPE ARCHITECT AND OWNER. .............. ..... ....... ................ 15. PRIOR TO START OF ANY PHASE OF CONSTRUCTION, ALL UTILITY METERS (POWER & WATER) MUST BE SET AND FULLY OPERATIONAL. MAINTENANCE PERIOD NOTES: I % 1116ce I I V is 11 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-INSTALLATILOINI 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 WEDS, LITTER AND DEBRIS. 5. BEFORE WEEDS EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OFOfF-SITE. SERIOUS WEEDS PESTS L (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 UNWATERELD 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 L E THE TERMS FOR THE MAINTENANCE PERIOD AS STATED HEREIN HAVE NOT BEEN STRICTLY ADHERED TO, THEN THE DAYS ACCRUING TOWARD COMPLETION OF SAID MAINTENANCE P ERIOD WILL -BE TERMINATED. TH MAINTENANCE PERIOD WILL BE EXTENDED ONE (1) DAY FOR EACH DAY THE ARE 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 CONCLUSIOiN OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL CONTACT THE CITY'S REPRESENTATIVE TO PERFORM A FINAL INSPECTION OF WORK. ANY REMOVED PLANTS NOT IN SATISFACTORY AND HEALTHY CONDITION FROM THE SITE SHALL BE REPLACED WITH MATERIAL OF LIKE KIND AND SIZE AND IN A MANNER SPECIFIED FOR ORIGINAL PLANTING. IF THE REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL PLANTED MATERIAL, THE CONTRACTOR SHALL REPLACE PLANTS WITH THE NEXT AVAILABLE UP-SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A TWELVE (12"} INCH CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT LIMITED TO: SIDEWALK AREAS, WALLS, FENCES, MOW CURBS, VALVE BOXES, TREE BASES, SHRUBS, ETC. "AS BUILT" DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS MADE 10. BEFORE THE START OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL PREPARE AND SUBMIT ON A (NEW) SET OF BLUE LINE PRINTS AN DURING CONSTRUCTION THAT AFFECT THE MAIN LINES, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES, QUICK-COUPLING VALVES, ALL SPRINKLER HEADS AND ALL PLANT MATERIAL. THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED SUBSTITUTIONS OF SIZE MATERIAL AND MANUFACTURER'S NAME AND CATALOG NUMBERS. ALSO, A SET OF 11 X 17 LAMINATED AS BUILT" WITH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE CHART AND SCHEDULE, KEYS TO THE CONTROLLER, AND TWO QUICK COUPLER VALVE KEYS WITH GATE VALVE HOSE BIB ATTACHMENT, SHALL BE SUBMITTED TO THE CITY. 11. BEFORE THE START OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL SUBMIT ALL UNEDITED INVOICES OF SAID RAIN BIRD EQUIPMENT TO THE CITY OF BAKERSFIELD RECREATION & PARKS REPRESENTATIVE FOR THEIR MAXICOjM DOLLAR FUND. 0 < MING AVENUE 0 orf 71 0 scl-&/ BAKERSFIELD vsky, 0- m �� o HARDSCAPE .1k M < SOFTSCAPE 0 ❑ ................. Q� 0 -Po U- V) Go (L 0 ��--r SO- LALIRF] WHITE LANE 4/ HARDSCAPE WOULEVAIM SOFTSCAPE 12,779 SF 0 L0 ................. f. .......... Go (L CAMPUS ARK D 0 CV) V > IL BOLTHOU E DRIVO Z uJ :D M S/TF SPRR `VICINITY OWNER /CLIENT . WOODBRIDGE PACIFIC GROUP 1518 MILL ROCK WAY SUITE 101 BAKERSFIELD, CA 93311 (661) 851-50-05 Contact: Jeff Eittreim CIVIL ENGINEER PORTER &ASSOCIATES, INC. 1200 21st STREET BAKERSFIELD, CA 93301 (661) 327-0362 Contact: Freddie Porter LANDSCAPE ARCHITECT . Design Studios @Landscape Development 5301 Young Street Bakersfield, California 93311 (661)241 -5090 Contact: C. BENNETTS MEDIAN AREAS_ AREA TYPE SQARE FOOTAGLE HARDSCAPE 11,605 SF SOFTSCAPE 12,779 SF Know what's /MEOW. Call before you d1g. LANDSCAPE SHEET INDEX SHEET CS LS-101 LS- 102 - LS-104 LS -107 LS -108 - LS -110 LS-501 - LS-503 LS-6101 - LS-602 DRAWING TITLE COVER SHEET IRRIGATION LEGEND &NOTES IRRIGATION PLAN PLANTING LEGEND $NOTES PLANTING PLAN STANDARD LANDSCAPE DETAILS SPECIFICATIONS SHEET NO. APPROVED BY: DATE k I APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIR ECTOR DATE R.C.E. NO. 61069 Exp. 12/31/14 REVIEWED BY: PARK CO1NS3TCTI0Ik' &FACILITIES PLANNER AT REVIEWED BY: TRAFFIC ENGINEER DATE 1 2 3-5 6 7-9 10-12 13-14 5301 Young Street Bakersfield, California 9331 1 Phone 6 6 1 2 4 1 5 0 9 0 F a x 6 6 1 2 4 1 5 0 9 4 .. ...... .. .. ....... . . . . . . . . . . . . . 0 L0 ................. f. .......... Go (L ................ 0 CV) M > IL LU :3 00 W M: CC U1 0 w OD R . ... ... ..... ... Lo Zz- 5r:� K. T U) z U) Z 0 z LOU E CL W 0 06 > < co 0 W LLj LL a. w F < oa c rf M W LLJ > LL 0 LOU 0 z Uj 23 W 0 LLI Z I I DRAW11WI TITLE: 11 COVER SHEET �,A�� S C P W', APRIL 30, 2015 Exp. Date 0,P C XV x DATE: 04.08.201 4 SC,A,LE: N/A Dit,AWN BY: CB/CA JOB NU R: SHEET: SHEET 1 OF 14 BUENA VISTA ROAD MEDIANS M 0 E k Lill > :3 0 E CL > 40 0 oa 0 0 Uj 23 W LLI R %VI o Lij 0 > W 0) 2 0.- LU CE z a) 7 X W 0 W 0 Wz LU W 2 0 0 2 a z Q Q r Q r 2 O F- 80 . ch- I I DRAW11WI TITLE: 11 COVER SHEET �,A�� S C P W', APRIL 30, 2015 Exp. Date 0,P C XV x DATE: 04.08.201 4 SC,A,LE: N/A Dit,AWN BY: CB/CA JOB NU R: SHEET: SHEET 1 OF 14 BUENA VISTA ROAD MEDIANS 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 SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. SLEEVE CROSSINGS SHALL BE MARKED ON FACE OF CURB BY ENGRAVING 'IR'. 12 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 13 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 14 CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTATIVE. 15 CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF EXISTING MAINLINE TO PROPOSED MAINLINE. CONTRACTOR SHALL VERIFY ALL EXISTING MAINLINE CONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 18 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 WO =RK 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, MALLS 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 OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO D O COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. COMMENCING WORK. ALL EXISTING 24 CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO MMENCING MAINLINES RCVS BACKFLOW DEVICES IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING , 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. S AID 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 REPRESEN TATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION T 3R A LS SYSTEMS AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIO R O CO MMENCING WORK. ALL LABOR AND MATERI 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. 28 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 %0 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, EA:MENTS, 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. IRRIGATION SCHEDULE SYMBOL * 40 0 Q H F y * * 9 1401 1404 1402 1408 SYMBOL N rin r7�. SYMBOL MAN UFACTURER/MODEL /DESCRI PTION RAIN BIRD 1812 5 SERIES MPR SHRUB SPRAY 12.0" POP -UP SPRINKLER WITH VAN NOZZLE AND CO- MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/2" NPT FEMALE THREADED INLET. SHRUB HEAD TO BE USED AS A DRIP INDICATOR. NOZZLE TO BE IN CLOSED POSITION. RAIN BIRD RWS -B ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0" LONG WITH LOCKING GRATE, SEMI -RIGID MESH TUBE AND RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM. MANUFACTURER/MODEL /DESCRIPTION RAIN BIRD XCZ- 100 - PRB -COM MEDIUM PLUS FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PS1 QUICK -CHECK BASKET FILTER. 3GPM TO 20GPM. RAIN BIRD XCZ -150- PRB -COM HIGH FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIAL DRIP ZONES. 1 -1/2" PESB VALVE WITH TWO 1" PRESSURE REGULATING (4011PSI) QUICK -CHECK BASKET FILTERS. FLOW RANGE: 15- 40GPM. PIPE TRANSITION POINT ABOVE GRADE PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. AREA TO RECEIVE DRIP EMITTERS RAIN BIRD XB -PC -1032 SINGLE OUTLET, PRESSURE COMPENSATING DRIP EMITTERS. FLOW RATES OF 0.5GPH =BLUE, 1.0GPH= BLACK, AND 2.0GPH =RED. COMES WITH A 10 -32 THREADED INLET X BARB OUTLET. PLACE ON 24" RAINBIRD POLYFLEX PFR- FRA24. TRIM POLYFLEX RISER TO 18 ". Emitter Notes: 1 gal plant to receive 1 of 10PC1032 emitter. 5 gal plant to receive 1 of 20PC1032 emitter. MANUFACTURER/MODEL /DESCRIPTION RAIN BIRD PEB 1 of 1-1/219,21' PLASTIC INDUSTRIAL VALVES. LOW FLOW SYMBOL MAN UFACTURER/MODEL /DESCRI PTION RAIN BIRD 1812 5 SERIES MPR SHRUB SPRAY 12.0" POP -UP SPRINKLER WITH VAN NOZZLE AND CO- MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/2" NPT FEMALE THREADED INLET. SHRUB HEAD TO BE USED AS A DRIP INDICATOR. NOZZLE TO BE IN CLOSED POSITION. RAIN BIRD RWS -B ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0" LONG WITH LOCKING GRATE, SEMI -RIGID MESH TUBE AND RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404 1.0 GPM, 1408 2.0 GPM. MANUFACTURER/MODEL /DESCRIPTION RAIN BIRD XCZ- 100 - PRB -COM MEDIUM PLUS FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PS1 QUICK -CHECK BASKET FILTER. 3GPM TO 20GPM. RAIN BIRD XCZ -150- PRB -COM HIGH FLOW CONTROL ZONE KIT, FOR LARGE COMMERCIAL DRIP ZONES. 1 -1/2" PESB VALVE WITH TWO 1" PRESSURE REGULATING (4011PSI) QUICK -CHECK BASKET FILTERS. FLOW RANGE: 15- 40GPM. PIPE TRANSITION POINT ABOVE GRADE PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. AREA TO RECEIVE DRIP EMITTERS RAIN BIRD XB -PC -1032 SINGLE OUTLET, PRESSURE COMPENSATING DRIP EMITTERS. FLOW RATES OF 0.5GPH =BLUE, 1.0GPH= BLACK, AND 2.0GPH =RED. COMES WITH A 10 -32 THREADED INLET X BARB OUTLET. PLACE ON 24" RAINBIRD POLYFLEX PFR- FRA24. TRIM POLYFLEX RISER TO 18 ". Emitter Notes: 1 gal plant to receive 1 of 10PC1032 emitter. 5 gal plant to receive 1 of 20PC1032 emitter. MANUFACTURER/MODEL /DESCRIPTION NOTE: 1. IRRIGATION MAINLINE TO BE LOCATED IN ADJACENT PARKWAY. 2. IRRIGATION LATERAL LINE, VALVES AND OTHER EQUIPMENT TO BE LOCATED IN MEDIANS. `IRRIGATION SHOWN IN STREET IS DIAGRAMMATIC ONLY. QTY 8 .. QTY 4 1 19 121779 S.F. PSI 20 30 \ 3 11 Z'j FUTURE I COMMERCIAL I SITE FUTURE MULTI- QTY FAMILY SITE 4 12 1 '° P.O.C. 1 Irrigation Wateir Motor Shown F o r Clarity Onily, Refer to Civil Enginr's Plans for Enact Location. 1 1 1 1 2,199 L.F. 2,542 L.F. i FUTURE RESIDENTIAL I ai 0 LS -104 ENLARGEMENTS'E'& 71 LS -103 ENLARGEMENT'C'& 'D' `4 SOLTIERRA PLACE .............. I o I T n � d � i In v 1 Afir FF LS -102 ENLARGEMENTS'A'& 'B' ILLUSION WAY '000, r�l u i pl s � �MP DRIVE KEY MAP SCALE: 1:150 •r {s r •'rr' f Design Studios Landscape Development www.landscapedeveiopment.com 5301 Young Street Bakersfield, California 9331 1 Phone 661 -241 -5090 Fax 661 -241 -5094 RAIN BIRD PEB 1 of 1-1/219,21' PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION WITH YELLOW VALVE IDENTIFICATION TAGS. 0 RAIN BIRD 44 -LRC QCV SPECIFY W/ RAINBIRD TSJ -18 SWING JOINT. NIBCO T -113 GV LINE SIZE KING BROTHERS INC. LT- 1000 -S .d © 1 -INCH SLIP PVC SCHEDULE 80 COMMERCIAL BALL VALVE, G RAY mom KCPFLOW- COMBO -200 2" 2" MASTER VALVE AND 1 -1/2" FLOW SENSOR COMBO. Q PURCHASED FROM KERN TURF SUPPLY. r. FEBCO 825Y 2" REDUCED PRESSURE BACKFLOW PREVENTER WITH STRONG BOX SBBC -45SS ENCLOSURE AND STRONG BOX 20 rp C3 .4) a PBB -45 POLAR BLANKET. RAIN BIRD ESP8LXMEF WITH (01) ESPLXMSM4 12 STATION COMMERCIAL CONTROLLER. WITH STRONG BOX SB22SS AND KCP 113 GROUNDING ROD. FLOW SENSING AND WATER MANAGEMENT CAPABILITIES . PURCHASED FROM KERN TUFF SUPPLY. EZ -FLO FERTILIZING SYSTEMS EZ001 -CX ONE SYSTEM FEEDS ALL ZONES, DRIP OR SPRINKLER. USED FOR SMALLER COMMERCIAL LANDSCAPES, RESIDENTIAL, HOA -S, MODEL HOMES, AND GROWER APPLICATIONS. INSTALL DIRECTLY IN THE IRRIGATION - LATER. SYSTEM MAIN LINE AFTER THE BACK FLOW PREVENTER. TANK CAPACITY: 1.5 G. WATER METER 2" PER DEVELOPER. IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL J TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 Valve Callout Valve Number q# # Valve Flow #H Valve Size NOTE: 1. IRRIGATION MAINLINE TO BE LOCATED IN ADJACENT PARKWAY. 2. IRRIGATION LATERAL LINE, VALVES AND OTHER EQUIPMENT TO BE LOCATED IN MEDIANS. `IRRIGATION SHOWN IN STREET IS DIAGRAMMATIC ONLY. QTY 8 .. QTY 4 1 19 121779 S.F. PSI 20 30 \ 3 11 Z'j FUTURE I COMMERCIAL I SITE FUTURE MULTI- QTY FAMILY SITE 4 12 1 '° P.O.C. 1 Irrigation Wateir Motor Shown F o r Clarity Onily, Refer to Civil Enginr's Plans for Enact Location. 1 1 1 1 2,199 L.F. 2,542 L.F. i FUTURE RESIDENTIAL I ai 0 LS -104 ENLARGEMENTS'E'& 71 LS -103 ENLARGEMENT'C'& 'D' `4 SOLTIERRA PLACE .............. I o I T n � d � i In v 1 Afir FF LS -102 ENLARGEMENTS'A'& 'B' ILLUSION WAY '000, r�l u i pl s � �MP DRIVE KEY MAP SCALE: 1:150 •r {s r •'rr' f Design Studios Landscape Development www.landscapedeveiopment.com 5301 Young Street Bakersfield, California 9331 1 Phone 661 -241 -5090 Fax 661 -241 -5094 DRAMNNG TITLE: IRRIGATION SCHEDULE/ NOTES DATE: 04.08.2014 SCALE: DRAWN BY: CB /CA JOS NUMBER: SHEET: LS� 10 1 SHEET 2 OF 14 BUENA VISTA ROAD MEDIANS � o E W ~' .d © N . � 5 4) Q � r. 20 rp C3 .4) a J O p a 0 W °- o c ❑. N J � p c a 0aC. ❑ o CL V) 0. a. co Xa Z N co ❑ �. y 0 o R ¢ C 02dfl. 'v U W o$�' 0 (5 U tli 1 6 8 .. � .02 w M -0 - CL r N . . . . . r O DRAMNNG TITLE: IRRIGATION SCHEDULE/ NOTES DATE: 04.08.2014 SCALE: DRAWN BY: CB /CA JOS NUMBER: SHEET: LS� 10 1 SHEET 2 OF 14 BUENA VISTA ROAD MEDIANS m W W FUTURE RESIDENTIAL ............. ............. ............. .......... W W W I PG&E TEVIS I SUBSTATION I W W 16.3/ Al 8.00/ A2 A2 299 A 29 2 0 W Yi co ffm7 g. • W `2 2� "I W t. e ........... Im 0 U) r. '1 LLj z 9 0 BUENA VISTA RO. MED IAN W HARDSCAPE S.F.: ±2,042 S.F. LL LANDSCAPE S.F.: ±2,307 S.F. - _ �. _ _ A EX W EX W X W EX W EX W EX W EX W E X W K KW t 1f II 11 0 iI fl II II II Ii Ii I I —J ENL,ARGEMENT'A' _ i i SCALE: 1:20 i- m x 2 A3 16.2 r B- m C) W .j F- LLj w m x ..... .... W MEDIAN'B' ..... BUENA VISTA ROAD HARDSCAPE S.F.: ±3,684 S.F. LANDSCAPE S.F.: ±6,115 S.F. LIJ ..... .... ..... Lij mr EX W EX W EX W EX W ­N1, Cr x W EX W/ EX W EX W EX W EX W W U) W z F Know what's, below. c a i i before you ENLARGEMENT'B' digm 2 3 im I� - -�-__ LS -104 ENLARGEMENT 'El &'F' in it is � I �I N f�I� �__ ......... .. LS -103 ENLARGEMENT; II V 'Ev & vF1 i--- �- SOLTIERRA PLACE T LS -102 ENLARGEMENT ILLU I�N WAY Z, KEY MAP SCALE: 1:150 OUALL: ]:ZU GRAPHIC SCALE IN FEET 201 of 10, 20' 40' SEE SHEET LS-101 FOR IRRIGATION LEGEND AND NOTES SEE SHEET LS-501 AND LS-502 FOR IRRIGATION DETAILS �.S-� L a n d s c a p e D e v e I o p m e n t www.landscapedevelopment.com 5 301 Young Street Bakersfield, California 93 3 1 1 Phone 6 6 1 2 4 1 5 0 9 0 Fax 6 6 1 2 4 1 5 0 9 4 DRAWANG TITLE: IRRIGATIO PLAN NORTH .7 t Ing APRIL 30, 2015 Exp. Date OF C X DATE: 04.08.2014 SCALE: 111 =201 -011 DR►W01 BY: CB /CA JOB MUNDER: LE 1. SHEI LSm 1 SMET 3 OF 14 BUENA VISTA ROAD MEDIANS 0 CL 0 CD N YAW; to Lf) � 14 b'D AFM 0 (coo cr) .. ......... .......... P. P. -it! tit z. P. P. P. ....................... O .it.. .............. a W LU LL ............ W, C Er P. 0 00 . ...... ... .... .... ........ .. p. P. Lh < U) 06 0 z U) Emma Z < 0 Zw W Co qqr 0 > Am, w0 06 W% > cy) _j 0 Q C! W W y W LL CL U) .2 F V W 00 �e LLj > W W il 4D < > L) Z W Z 0 0 % 0 0 co DRAWANG TITLE: IRRIGATIO PLAN NORTH .7 t Ing APRIL 30, 2015 Exp. Date OF C X DATE: 04.08.2014 SCALE: 111 =201 -011 DR►W01 BY: CB /CA JOB MUNDER: LE 1. SHEI LSm 1 SMET 3 OF 14 BUENA VISTA ROAD MEDIANS 0 CL 0 CD N •> CPO "M 0) to C6 L6 21. W, C 06 0 Emma a W.- 0 W, Co 0 > Am, a) 0 to 0 W W il 4D > ai a CL 0 0 % 0 0 co V3 C L Le CL.4 P r X-a 0 E_ 0 Cn 0 40 0 a. 42 z Uj z W LU 0 0 0 3-5 :5 0 L) A0 >- H U Q m U) '*- C 8 0 U) . GL > so- DRAWANG TITLE: IRRIGATIO PLAN NORTH .7 t Ing APRIL 30, 2015 Exp. Date OF C X DATE: 04.08.2014 SCALE: 111 =201 -011 DR►W01 BY: CB /CA JOB MUNDER: LE 1. SHEI LSm 1 SMET 3 OF 14 BUENA VISTA ROAD MEDIANS P.O.C. 'A' .......... ........... ...... ........... .......... ................. . .. ...... ........ .............. .................. ......... .......................... .................. Irrigation Water Meter Shown For ............... ........ .......... . ... . ........ ...... .......... :.- ------- - ........ . ......... ------------------------------------ ---------- ----------- ...... ............ .......... . ....... Clarity Only, Refer to Civil Engineer's . . ......................... ................. .............................. .................. ................ FUTURE Plans for Exact Location. p 2 FU R E MULTI- FAMILY SITE MULTI - FAMILY SITE ..... .... CD 2910 2" Swings M. monsommum 7A75 27.8 .j 2 I�ggggggggggg M Y2 99 W —2 ,, W .... 44 2 WL Mr 44 W WE N, UU LU 1W 49 CIO W X log U) VV. VAW" —T Moo,; .1,00" 0. Uj CD z -0 UU -4, 7 z Fgggggg- MEDIAN 13 Q ..... HARDSCAPE S.F.: ±3,6.84 S.F. LANDSCAPE S.F.: ±6,115 S.F. W ----- E X W EX W ""'oo'- EX W EX W /0' EX W EX W ..... . ........ E X W EX W EX W i / / EX W t� W �� If II 0 ..... II .... II II ..... .... ENLARGEMENT 'C' SCALE: 1:20 ........... ....... . ... ........... ...... .................... . 7= ..... X W .. . .... ...... ......... ........ ............... w--'-- .......................... EX EXISTING 16" MAIN LINE ................... .................. v%. EX W ................................................ . . . . ........... .................. . ................................................................ ......... ........ ............. .......... ........... . ....... ........ EX W ----------- .............. — -------------------------- — . ................. ;EX W ............... FUTURE �._. . MULTI - FAMILY SITE M INS Uj L— 16.0/A6\ Toaftft-s 1 16 0 /A7 O W Uj U) I Uj z .j ""gTggggg �� X MED IAN 'C' HARDSCAPE S.F.: ±2,845 S.F. LANDSCAPE S.F.: ±2,546 S.F. EX W EX W EX W EX W W EX W EX W EX W EX W EX W 2 3 ---------- f .......... W) WA ifoft Ili � s.... LS -104 IIk ENLARGEMENT YI II 0 cc Ln Ln LS -103 ENLARGEMENT 'E' & 'F' Z= _SOLTIERRA PLACE i I -•c LS -102 ENLARGEMENT 1 1&'F' ILLUKON WAY w �� V I u I X ENLARGEMENT'D' Know what'• below. SCALE: 1:20 aw Can before you SEE SHEET LS-101 FOR IRRIGATION LEGEND AND NOTES SEE SHEET LS-501 AND LS-502 FOR IRRIGATION DETAILS KEY MAP_ SCALE: 1:150 A "O'DRIVE GRAPHIC SCALE IN FEET 20' of 10, 20' 40' D e s i g n or rr rr S t u d i o s La n d s c a p e Development www.landscapedevelopment.com 5 301 Young Street Bakersfield, California 9331 1 P h o n e 6 6 1 2 4 1 5 0 9 0 Fax 661 -241 -5094 . ... .. .. .............. ............. z < U) Q 0 F. 1W.F: U) LO 00 EL z Uj FL >. M < CD LLJ < of 0 A . . . UJ 0 r. iCi UJI ..... ..... ... r. LL W P. < Cn 00 L••• 0 > (a4) 0 N.N t. jFr% WOO M P. P. WSOMMONS' CLM to z < U) Z z Uj LLJ of 0 0 0 Cf) W W W LL < Cn > (a4) LO W jFr% WOO M WSOMMONS' CLM > < < L) Z CL U) W 0 z r DRAVANG TITLE: IRRIGATIO PLAN NORTH APRIL 30, 2015 Exp. Date C XV DT 04.08.2014 SCALE: 1 "=20'-0" DRAWN BY: CB/CA JOB NU ER: SHEET: LS� 103 SHEET 4 OF 14 BUENA VISTA ROAD MEDIANS - � � C/1 � of 0 > (a4) LO P.: CL r -J 0 o. Eli © o 0 0 J 0 0 0 W > LL1 2 CL O 0 Cf) X O (D E z 0 r; to 0 0. Z W z W LU 2 2 0 2 2 0 2 a •`1 E 0 r 8 F— 0. v CL cc r- '0 - Si. DRAVANG TITLE: IRRIGATIO PLAN NORTH APRIL 30, 2015 Exp. Date C XV DT 04.08.2014 SCALE: 1 "=20'-0" DRAWN BY: CB/CA JOB NU ER: SHEET: LS� 103 SHEET 4 OF 14 BUENA VISTA ROAD MEDIANS - � � C/1 � I s l l 2 J I FUTURE . . . . . . . . . . . . ......... ... COMMERCIAL SITE // .............. ............ .............. .......... . ........ ..... ........................................................ ................. ...... - ..... .......... . ............................... ....... .......... --------------------------------------- .................. ... .... ..................... . ............ .......... .................................. ---LS-104 ENLARGEMENT 0=111 WIN II 57 58 1 4- 59 ULI 0 ll U LIJ _., X MEDIAN B ENA VISTA ROAD ao HARDSCAPE S.F.: ±21990 S.F. II Uj LANDSCAPE S. F: _1,854 S. F. W II LLJ U) Uj Uj z \x I I \ ........... LS -103 ' ENLA� RGEMENT II ENLARGEMENT'E 'El SCALE: 1:20 II CRITICAL ANALYSIS x. S-0 LTIERD A PLACE Gemiratod: 2014-05-09 0,9:32 ��: Il P.O.C. NUMBER:01 :x Water Source Information: Per Developer. FLOW AVAILABLE Water. Metter Size: 2 5438 gi, m ...... Fl,ow, Avaitable: P, Il PRESSURE AVAILABLE II Stattc Pressure at P-01C: 80.00 psi X>1 Elevation Change: 5.00 ft II Service Line Size: 1 1/2 Length of Service Line: 20.00 ft Ex W EXW EX W EX W Pressure Available: 77.00 psi EX W EX W II DESIGN ANALYSIS F• it A` ..... Maximum Statioln F[ow: 36.00 gpim Flour AvaRoble at POC: 54.38 Residual Flow Avaiiiable: 18.38 gpim Critical Station A4 GA6 Design Pressure: 30-00 psi 3: Loss Elev. h:ig;;h he-ad to valve: 0.00 psi N qr II 0 m Pi Loss pie Lo Critical Hlemd: 5.88 psi II -or: Loss Fittilnig Fact 0.5-9 psi x ­­- — ♦ _- ------ --- -------- Loss through Valve: 8.24 psi Uj > Pressure Req. at Critical Station: 44.70 psi LS-1 02 -0 Loss for Fittings: 0.31 psi II Loss four Main Line: 3.12 psi . . ... ...... ENLARGEMENTI 00 A < Loss for POC to Valve Elevatiom 0.00 psi 61 Loss for Backfilow: 11.80 psi w 62 :4" ILLUSION WAY Loss for Master Valve: 4.80 ps,i Loss for Water Mister: 1.06 pai Critical Stattioin Pressure at POC: 65.79 psi LLJ ,_J - ( Pressure A-vaitable: 77.00 R!g z Residual P7r*ss,u:re Availablie: 11.21 ps-ii JI F_ x II �, JI z pmo v ENLARGEMENT'F' SCALE: 1:20 Know whists i bel*w. CI � LmI all ww"i0ro YOU dmIn- om DRIVE 401 KEY MAP SCALE: 1:150 D e s i g n @ S t u d i o s L a n d s c a p e D e v e l o p m e n www.landscapedevelopment.com 5301 Young Street Bakersfield, California 9331 1 P h o n e 6 6 1 2 4 1 5 0 9 0 Fax 6 6 1 2 4 1 5 0 9 4 U) z L0 U) 0 j LO L0 co t L 4 o Cr 1 .4 V_ ...... ... • . A .�... cr) [L>-Cf) cr) P. L) LLJ 0 C-) (D 0 n > p. Uj IIIIIIIIIIIIII�j r. LL CJ) W C10 . ......... Pr 0 0 ......... . . 'A ARIL > FIIIIIIIIIIIIIIIIII� A AM U) z U) Z Z Uj Uj 2 0 E 2 L) LLJ 0 d > < (y) IIIIIIIIIIIIII�j 0 0 CJ) W W Liu LL 'A ARIL > FIIIIIIIIIIIIIIIIII� A AM < W Vj V Im , Lj am am < < z AN AINIL Uj 0 D Z DRAW111104G TITLE: IRRIGATION PLAN NORTH DATE: 04.08.2014 SCALE: 11'_201_0,11 DRAWN BY: CB/CA JOB NPUMOER: MFEET: LS� 104 3114EET 5 OF 14 BUENA VISTA ROAD MEDIANS 0 E 0 W > o -0 o 0 0 0 LM o 0 fps > 0 C 'a Q3 0 0 CIO W > 01 CL 21 LU CD X� E z 0 LU ■ 0 a, 014; Z w z w CL CL o 0 0 Lr E jD JIM, 0 C r 8 U) � a> > evi 1 CV 0 DRAW111104G TITLE: IRRIGATION PLAN NORTH DATE: 04.08.2014 SCALE: 11'_201_0,11 DRAWN BY: CB/CA JOB NPUMOER: MFEET: LS� 104 3114EET 5 OF 14 BUENA VISTA ROAD MEDIANS FUTURE RESIDENTIAL W r f W W Im PG&E TEVIS SUBSTATION W n_11--1 . ................. f or 1�111 0 mc:rc:m 1 U 0 171 E: M I L%-J-UV-J W K.- I M1 I. rX FOR HARD SURFACE TREATMENT CONTACT CITY'S REPRESENTATIVE FOR APPROVED COLOR AND PATTERN. IVIL—Lopir-A1,11 r-% BUENA VISTA ROA HARDSCAPE S.F.: ±2,0�42 S.F. LANDSCAPE S.F.: 12,307 S.F. ENLARGEMENT 'A' SCALE: 1:20 rm 9 PG&E TEVIS SUBSTATION WTT WTT VV UV 0 co uj LLI U) I u-j z �NNNNNNNNN m d. ge FUTURE MULTI— FAMILY SITE ........ ...... .... 03jc%l flog r% r ON% If m r. r r— rX 1 %J 0 r-1 F— r. I L- %-.,3 — ufu 0 W" i /.%I [— rx FOR HARD SURFACE TREATMENT MEDIAN 'B' CONTACT CITY'S REPRESENTATIVE HARDSCAPE S.F.: ±3,684 S.F. FOR APPROVED COLOR AND PATTERN. LANDSCAPE S.F.: ±6,115 S.F. i � Know what's tower. Call before you dil;g- AIL cn .j IIN- uj LANNI Lu Lij z 3 • j WHITE LANE L__ a I �I,` L ------------------ -------------- � 4a, � Ww GIs � LL U) AL a LS -108 ENLARGEMENT 'E' &'F' W � � I �yI E CL 0 W U) W OV Z >= 0 --------------------- m r. r r— rX 1 %J 0 r-1 F— r. I L- %-.,3 — ufu 0 W" i /.%I [— rx FOR HARD SURFACE TREATMENT MEDIAN 'B' CONTACT CITY'S REPRESENTATIVE HARDSCAPE S.F.: ±3,684 S.F. FOR APPROVED COLOR AND PATTERN. LANDSCAPE S.F.: ±6,115 S.F. i � Know what's tower. Call before you dil;g- AIL cn .j IIN- uj LANNI Lu Lij z 3 • j WHITE LANE L__ a I �I,` L ------------------ -------------- � 4a, � Ww GIs � LL U) AL a LS -108 ENLARGEMENT 'E' &'F' LS - ENLARGEMENT' ,. 'E' & 'F �- i O LTI E RRA PLACE n t----------------------------------- 3 !01 z 0 Iggaaaa� W (n 001A ad M Q= • Ila 40 0� F ILLU"SI iN WAY p KEY MAP SCALE: 1:150 GRAPHIC SCALE IN FEET ENLARGEMENT 'B' REFER TO SHEET LS-105 FOR PLANTING SCHEDULE AND NOTES 20' 01 10, 201 40' SCALE: 1:20 REFER TO SHEET LS-503 FOR PLANTING DETAILS REFER TO SHEET LS-602 FOR PLANTNG SPECS k.-P s ,\,j v c/ \3 "'J � � I �yI E CL 0 OV >= 0 --------------------- < umm, LIM rn LS - ENLARGEMENT' ,. 'E' & 'F �- i O LTI E RRA PLACE n t----------------------------------- 3 !01 z 0 Iggaaaa� W (n 001A ad M Q= • Ila 40 0� F ILLU"SI iN WAY p KEY MAP SCALE: 1:150 GRAPHIC SCALE IN FEET ENLARGEMENT 'B' REFER TO SHEET LS-105 FOR PLANTING SCHEDULE AND NOTES 20' 01 10, 201 40' SCALE: 1:20 REFER TO SHEET LS-503 FOR PLANTING DETAILS REFER TO SHEET LS-602 FOR PLANTNG SPECS k.-P s ,\,j v c/ \3 "'J DATE: 04.08.2014 SCALE: 1 "..1.20'-011 DRAWN BY: CB/CA J-05 NUMBER: SHF-ET: LS� 10:6 SWEET 7 OF 14 BUENA VISTA ROAD MEDIANS E CL 0 > 0 ui -p" c law 00 E 0 t a 0 80 :5 715 > r T (WD - Coe Sm O ❑ r-M ❑ © tii Lu m cn ^ XL m E. z 0 U-: co C3 0 z W z W 0 0 2 CL Lo V) 0 2 1 8 0 a -- U) 7Fg M ML 0- DATE: 04.08.2014 SCALE: 1 "..1.20'-011 DRAWN BY: CB/CA J-05 NUMBER: SHF-ET: LS� 10:6 SWEET 7 OF 14 BUENA VISTA ROAD MEDIANS FUTURE MULTI- FAMILY SITE &-al r-11 r) A I ol (1 11 0201 1 r)11 FUTURE MULTI - FAMILY SITE 0— 49 50 m ULI Z "%WC::C::T I _Q_Rm DETAIL W I X L. I 1 1% 1 %.0 %J ZDUKII-AUL I Kr—A I Mr—N 1 1—UK MAKU NAKLJ% UAt-ot CONTACT CITY'S REPRESENTATIVE LANDSCAPE S.F.: ±.6,115 S.F. FOR HARD SURFACE TREATMENT F FOR APPROVED COLOR AND PATTERN. CONTACT CITY'S REPRESENTATIVE ''' FOR APPROVED COLOR AND PATTERN. 0 ENLARGEMENT'C' __ SCALE: 1:20 FUTURE MULTI= FAfV11LY_SiT� ......... . . . . . . . ------ ....................... ........... . ......................... . ........................ ------- ------ . ...................... W _ _ _ -4 n-41 711 091_® 11 FOR HARD SURFACE TREATMENT CONTACT CITY'S REPRESENTATIVE FOR APPROVED COLOR AND PATTERN. ENLARGEMENT'D' SCALE: 1:20 HARDSCAPE S.F.: ±2,845 S.F. LANDSCAPE S.F.: ±2546 S.F. a 1!yj " 1K vAikl" 1kxW__jA0 • 1 it Know what's below. CaII before you dig. ON J- 4-ro ---------- r_____..____ L W W 0 UL U 1 w W } F� UL L< L I. ON 4 WHITE LANE ---------- LS -108 A ENLARGEMENT 'Ev &'F' S_ ENLARGEMENT 7T7 -- ---------------------------------- LLJ (f) 06 m tr% ------ ------------------------- LS -10 6 - ..:�. ENLARGEMENT F I ________ I LLUI fi WAY z W W D W 1 L `K DRIVE K ----------- r W_ SCALE: 1:150 REFER TO SHEET LS-105 FOR PLANTING SCHEDULE AND NOTES GRAPH1C SCALE IN FEET REFER TO SHEET LS-503 FOR PLANTING DETAILS 20' 01 10• 20' 401 REFER TO SHEET LS-602 FOR PLANTNG SPECS .. ..... .. .. e. .......... .......... LO ....... . . uJ LO ..... . . ... . . . . tU .. . . . . Aff- 000 p co C4 to ci P. LL co a) f. yj ca)L _j ❑ uj cn 0 000 :: ..:.::::... . ....... ....... .. ......... . 0 U) z < U) mmi z am 4< I— �E Z W W 4i o,v 0 m 2 CIS 2 W a 06 > < co 0 0 Cl/� w '_ W LL a.. < a1 .9) 0 W Uj co uj r C!� W c Z 'D 0 0 DRAWING TITLE: PLANTING PLAN NORTH DATE: 04.08.2014 SCALE: 1 11=209-011 DRAWN BY: CB /CA J(W NPUMSER: SHEET: 3114EIET 8 OF 14 BUENA VISTA ROAD MEDIANS E CL 0 uJ c > C4 to ci a) ca)L 0 AMC -0 M Q) m tai @ 0 �E 4i o,v 0 m s - Cn 0 a1 .9) 0 uj r > uj c 'D 0 0 W to m .0) CL L -) am) ax z 0 co L-� o -W 0 06 g z z ' c uJ 0 0 :M! 4D 0 Z ME 0') L m m4 CL cl > C-4 c F- J DRAWING TITLE: PLANTING PLAN NORTH DATE: 04.08.2014 SCALE: 1 11=209-011 DRAWN BY: CB /CA J(W NPUMSER: SHEET: 3114EIET 8 OF 14 BUENA VISTA ROAD MEDIANS FUTURE COMMERCIAL SITE .............. . ................... ................. I ............................. w . ......................... . ................. ------ - w - - -------------------------- . ...................... ... ....... w . ............................ ... w .......................... . ........................... ............... - ----- w ....................... ............ .... ............... ................ -503 DETAIL'' 641-611 30'-8" REFER TO SHEET LS K FOR HARD SURFACE TREATMENT ..... .... ..... CONTACT CITYS REPRESENTATIVE .... FOR APPROVED COLOR AND PATTERN. 56 rr rrf IIIN ♦ O. S —S L4 ,j S ST�k:59+57.77 ------------------- STA-59+32.19 60 C) A 58+31.31 \,ST�k:58+56.79 57 58 J 59 1261-411 �- LIJ W LL1 ..... MEDIAN'D' BUENA VISTA ROAD HARDSCAPE S.F.: ±2,990 S.F. LlJ W LAN LANDSCAPE E S. F.: 1 1854 S. F. W W U) _ _ ',, U) Uj z :D F- LL UL' .... ..... ENLARGEMENT'E' SCALE: 1:20 ;dig � I � � � 0 61 62 0 ENLARGEMENT 'F' SCALE: 1:20 2 Z y / Know what's b Call before you digm L. 10rAll I I A FJOAA I I. oil WHITE LANE -------------- LS -108 ENLARGEMENT 'El & 'F' --------------------- N ��LS -107 ENLARGEMENT 'El &'F' --------4--SOLTIERDA PLACE _4 ---- ----- ----------------------------------- LS -10f t ----- ------ ------------------------- ENLARGEMENT 1, 1 & lFl -------- I LLU ION WAY 9 SCALE: 1:150 REFER TO SHEET LS-105 FOR PLANTING SCHEDULE AND NOTES GRAPHIC SCALE IN FEET 1 REFER TO SHEET LS-503 FOR PLANTING DETAILS 20' of 10 20• 40' REFER TO SHEET LS-602 FOR PLANTNG SPECS Design Studios and s c a p e D e v e l o p m e r www.landscapedevelopment.com 5301 Young Street Bakersfield, California 9331 1 P h o n e 6 6 1 2 4 1 5 0 9 0 Fax 6 6 1 2 4 1 5 0 9 4 ........ .. Q �j z w� LLJ LO ��w .......... 0 LL U) S ST�k:59+57.77 ------------------- STA-59+32.19 60 C) A 58+31.31 \,ST�k:58+56.79 57 58 J 59 1261-411 �- LIJ W LL1 ..... MEDIAN'D' BUENA VISTA ROAD HARDSCAPE S.F.: ±2,990 S.F. LlJ W LAN LANDSCAPE E S. F.: 1 1854 S. F. W W U) _ _ ',, U) Uj z :D F- LL UL' .... ..... ENLARGEMENT'E' SCALE: 1:20 ;dig � I � � � 0 61 62 0 ENLARGEMENT 'F' SCALE: 1:20 2 Z y / Know what's b Call before you digm L. 10rAll I I A FJOAA I I. oil WHITE LANE -------------- LS -108 ENLARGEMENT 'El & 'F' --------------------- N ��LS -107 ENLARGEMENT 'El &'F' --------4--SOLTIERDA PLACE _4 ---- ----- ----------------------------------- LS -10f t ----- ------ ------------------------- ENLARGEMENT 1, 1 & lFl -------- I LLU ION WAY 9 SCALE: 1:150 REFER TO SHEET LS-105 FOR PLANTING SCHEDULE AND NOTES GRAPHIC SCALE IN FEET 1 REFER TO SHEET LS-503 FOR PLANTING DETAILS 20' of 10 20• 40' REFER TO SHEET LS-602 FOR PLANTNG SPECS Design Studios and s c a p e D e v e l o p m e r www.landscapedevelopment.com 5301 Young Street Bakersfield, California 9331 1 P h o n e 6 6 1 2 4 1 5 0 9 0 Fax 6 6 1 2 4 1 5 0 9 4 ........ .. z LO .......... Z LC) CL < LO a. CIO A" 0 cr) [L cr) W f. CD < W 0 W Q r 0 0 n ............ LLJ • LL 0 m -j (0) 0 Ly C, < t. ED U) z QU) Z CL < < Z W W 0 0 0 06 x- 0 E 0 w- V 0 Lm —J O 0 N y CL Q,) 0 Q Cb 0) ILD ❑ C 1W 0 > 0 m 0 (D 0 EU LU Cn > U) a. LU 0 a 0 40 C. Q 0 W m EtIE b C13 CL - Eu X� z E 0 cn ❑ LU o 0 CL z z w LU E •3C 0 z 0 Le m 0 w- 0- DRAWING TITLE: PLANTING PLAN MORTM m -Tyate APRIL 30, 2015 Exp. Date C NV DATE: 04.08.2014 SCALE: 1 "=20'-0" DRAWN BY: CB/CA JOB NUNGIER: SHEET: STET 9 OF 14 BUENA VISTA ROAD MEDIANS DRAWING TITLE: PLANTING PLAN MORTM m -Tyate APRIL 30, 2015 Exp. Date C NV DATE: 04.08.2014 SCALE: 1 "=20'-0" DRAWN BY: CB/CA JOB NUNGIER: SHEET: STET 9 OF 14 BUENA VISTA ROAD MEDIANS /E rL*-, \/AL\ L ��) ANCHOR � rm TEE ,�,) - f-10W-,RE`I- .- , ? - , , U-1':.-< *--, - " THRIV5T F ..."., 3LOCK ,"', .. ".. , - , - , - i',,-- --�', ; ..., 11 " ,,,,.,, ... -% �, ., (r-(ROAL) �'.-, %-,.:" *., --�,�` -�*- <:� N.1� I" 11".�-". -, I I,,,.....,.,.,.. r; ,--'--::x-�,':<* ,-, . ... `�-L` , i i .......... I � - / -, - ." , , :, P� - , , m ------- . . N ........ 'j( ""'., . I.:, " -%1' .'� : . .,;, : . - " ":, . . ; ..� ,; . .... . '..-' - - -,,,,`, "', �, I I --, " . - '. . I%. 11, , , . , ,:.. 1. .. - , I-,. -,-.,,-,�,:i,--.,- .: --, - ': 11 - *- -1 ...." i 11.` I , . �--. "� � . .. !L-'------,-,- IX 1;"".1 .1. .:�., ,-7-,-- ", `-- - - - *1 , - - **' �'% " I. % --.'I.,- �- ,-'-.'% /*-- 'I I -%. - ` I, I". 11 -- ... ..' .-- ----- �-" .---, 1:----1 .......-I - - - -...'.1 ,- - � .1 ",,...,.. ... .I �, le---"6 1-1 (N) �10* ELI. 1%�� ----- I I -- .. . &.1V -,, `,�, ..' -�,-�... W.-I ./ . ,,,,A�,,, :,.,� -':":-:; 1'111�., � �, , . . F%. %"� N"',.. .,. ... I'll, A. N,!*-"�-� . "'N - , "N . 11.1,11/ --�,`--, §-,`!�,,�' . /---, I 0)2-2 I /2'0 ELL - .. . %%� , ) C,R,055 (,...,7-- FLU6 , . * , ,oto `.-, , . ,:--,�------:,- I. --.. , ... xX-'-.-'1.,),:. '. . - �-- * ,:o ., '. - .:��; . .-".- - , %..-.... - ,..!"m,..**--.,..--,-,,-,�. ... "I '- � I' ". " " - . . .1 -.'-, , - - N-1:61 . .."...-z /. ..I: . . .-..... .., -.;.:-.. -...... .. .,;..,,� ,:"-�,-,:.__,...�--:?,.�.-."... -,4: ..- , , , , , , " , " , , ---z % , ;,,.- / - .1 . , - / - . "��,::��..".,/.""������".:..,�""-,.*..',�..- ""�� - ,,, ---��- - - -, ... .. � � , x- ,,�:�< � - ------ I . . . . . .; '. . v . . . �'. �%,, .. , . ... ... ....", ,� , , . 11 . .- - - , , .0. ''. " ., -:--;,�:!- ". ... - - ... .:- -;->,:%%,'-'��,.,> :.':----` ,;,%,-� : " .: � -- . � " . _�'."%. �. 11 . I . .. . - "'... -% " " , - - -- , r ..:::.:,: .. I" , , ". 1: 1* I .. e..: --:";,% -.�.,. ...'. � , X. ,", - ------------------ - e . I x ,". , .,--% , , "., " "" , . ..:::�...N, ..,, "', ..". ".., " " , , ". � .., ", 1, , -� � '.. . .-- . � - I. ... - .. - 1: .. , , , - 1.--,f":,- ` 1, , I �. "I �. . %� . . . � - . I -.. ::.:,% .. - --z - � . , , , . - ..': . . '...'..... -.. . " - - -, - Z.. --> .. . �.-" ....- ------,,��.-.,-,--,x.-, , 11 . . . 1. ... " . I . �-�---. I..:,. . I.. , . "-�;> . ��� - -11.*.. : .. -, . k,- �-, . , . ., ... , , .. O.". � /I., . L� -1 ; . J I."3, - I --j .... ----J, -"-� 1�< ;::, , I , 11111 I �h 11 ! i, .. .. , % I " - -------------------- 11 '----"-'-.'*"�'-.-."'-'-'.'-"'---.'-*%*, --,---..�'11-1-------.. . I .1 - ...... -- - - 1. , .... -% .. -, ?-%, .-. '. � 11 '. 1�..1 ,:: � � I -h %. ., - V.: .,.! .,. , " - , --%., ..' PON . . , . , .."., " . .1 i ... . ,,., ..:" , � .., .. . " %11 . 1-: '. . .. �, :.. . - � .--.-.-.-.---.---- . . ------------ I'. - - -pp ------- .. .. .. %.. I �, .. . .. �....,..". I'll % 7111-.,.� - �.. . I . , " . 11, : ,:- �. - . - % `-;% 1 , I , -, , � 1, .. .. - - "'.. , . %., 'I, .."'. -, I - , ,- /,. .., -.-:: "..., '1%--.'1'X, ., - -.1., - , - :--.1;.1 ..."...-... -- -; . . ;.,`%.,%;"�,::-, '...'......, I I �."� .1 . . . : - .- . I , -- ---7-.-.%71- e ... . I ...% ..: ..�', :.- . .. , " * - ....17'... . . ......, , 11 ,.:-,.,. . .. " :., .. 1, -1 , - - -: -, , , '. " - I -.1 ....'. . . - .1, - ... - -%�-,,' - .4 .p . ;. . . .... . , ...:%'.. ..::: .. I 1. .::":: -:,",:',. , ., . - ...'... . . . � I , . . , , . " .. , , . W. . .. / 0 , .", ,� '. - ... %, . - . "' . -, ,% , . ........I.: . ... . ..". . .. - . . ., . � -�;, e . .. , , , , , " : . / , " . , , , , . . , :. .", - - ,% �::,�:�- - . , ,:-., ... "'I".... " . ,.-. �- , . v . ,:--`-0;;:7��--:,' - :,-��-: . . . . . . -%%�.'/-, .. . . .-L%%- ''' - . , , -, , , "' %, "...'"', I , ... * ... ..., . ..." 11 I A- ;x - NOTES. " . 17 , X--`�--/1-1.11-1 I ,----:% .,...., ,:%>% �</%% . .. 9,_,c .,;A 1.1/1'%11: "'.."; "... - "...., ." I / , 4- I i L I BE 1 , t. ALMIAICW5 I*TA-, -ED e44ALL 11�5TW A5 PER \ I L CRR') 45 0 TEE MANLFACr.# E-5 9PE01111FICAT10% AND 5HALL EE A PART 1%,Ll� OF THE 1*TA L'L;krIOS- 6FErjINCAT10%. ('��'N 45 * TEE 5 � - ./::-.'--.`)%" . ";.% -'.L'.':.l . � ", .. "..., --*:/.,;.,:...:, --../... � 1,f,� ELE'VATION -. - .,..:. , �>*-":::/ "..., '.% . 1`1 �1. 1��514- � ..... .. . ;.."".." . .:, 2 L, ..:., I 4 ALL TR=,.NC,HW- DEFTR� $HALIL DEEPIER,,VT'� " "', , - " , , "'... " , n,: , - " --<--, .., �, , ". .., " . "'' - - - , - , - , , I - -, - ". , - , .,,: . X%, - ... ..": , I . -5. -� - - - - . A, ;1. . . . ..:: ,,.� -�,,�-,..-..�-,,..-%,-.-..,-,-,,, ..... . . . ...�. . --- - ..... -, , " .. , 5TANDARD 514� L--2, PETAIL!B.P; E, AV.- F, � .. . , .., .. ,-� '. . . . 11 ': , . -;; -.1 "...' ..%.-..I I. - � , , -, .:,�<�:::-�.:*...�,.":."-,�',*-.:,.,:."..",.,".,..�:�:""".".- %-,- I :- . .. -..... % ... - - -111-%,�L,111 L , - I I I . - ---------- * , -, * '16'�w , . ., . " " , ,, , I *"" ";-'-, ii ------ A - - . . - -;n-,%�,_;_1-%:.--, ,..,-%,"/ I 1`� -- I. - -� -,� 1� i" "/ .... '. --- /. - - . I . , . � ,-., -.I-,- - - V. .6 \ .. I. .., ,-. 4, ,�.''- ".", ,"":*:-., I . ... , , di t , , . ....'. "'. - - ---z-;xk0,QQ=, ---- -------- ., , .. "A' 3, PORTLAND OEWENT 6MRM U5W FOR -14RJhT ------------------- ---- " "'. ....,, . %. f, . , '11.,:.-' BLOCKS 5RALL BE CLA55 *956 A5 PER APPLICABLE , ,",-�,- ", '. ,-`,--,..*---'.1-,1 FROVI!510'16 Orl 5E,e7I0N'q0 OF THE $TAV.-XRD 0, --www�r-�--% 6.: ..y., I 1%, . . .... ,,.:, , , '.. .1,11'. r"'�, VMO�NCAT 1OW5, 011--T�C- CAUFORNIA DEPARTMENT �,-,: -,�'-' -, ., . ..... I ..... . jk*�., - �,. �., .. . , , I.-, � .� \ '1,:y/..-..-' ..". 111,::�_ 1 . .. , !�! , ;,","., --�;/;;,, 1:, /� " �­'­ " .�, - ,/ , I .." % 11 1. : -,--' '. --' �,-,:%. ... *v"'."" . , "... ..... I.. I OFF 7ANSPORTAT IONK APKa1iM 00erf M:T10K,'-,,,.. ,,�X%%. " . ;'. "I",% % . le . .1 .. 11 V. . 11. 1. � � :`>,.,.,.. ,."A.... `�:>-;,�,-* \ ..% ..,./,% .. ".,.. N \ -',." - - 5HALL BE U5M All' OHAW,SE5 OF -,`:,-...%/ -% ...��-:, .... ',,,,-.-;,.,,-.- 4, THZIUST BL�XK5 .1� - ."/, " '... ".." ,,, " , "�..� " , " ", 1-1 , . . . . . . " . - ..". . PI RECTI ON (BENCro, Tff�j'), OW*6C-�. OF '9-11,001 TY " ", i%, . ,,, "I ,r,;.,. ., " - _ ,- I.I., , A I XXER5, VACVt-51�,410 PIPE DEAD E�.01 1. % ,W- " - .---�, -'.';,,. %% I (I-j"N . f . ".. ,��) v,,c-vUc,,r.--R , -, (,�, ) 45 0 ELL""' ",- 5. 40 THK16T %46K6 ARE 1�6W, THE ENZE A0 . . TYPE OF T�E 5L(XK1W-1 H)5T BE BASED ON THE , , ".., . 11 `II`...:i `%%;.1 " , . "I '�`,, . ". .. ,, . ,% ,% ,%.,.,,. - %:, - "', ? .� � " �' -"-- - . .,.. " "', , ;"/ MAXIKH 'rp"T FME EXK,e.,'T-1E) A W1 T �E LOAD- I ,.. . ,-`,-,�;,.--.-. --�/ - .---, "x , �--�,_,*)2"... -z,.�,-, - - I I * "" "': "�* . - W IS'....; ::,".." -.--�%,..� ���. .. , .- ., �% . . .. . , -, - -3-z:�-.,-,:,.,. ....�:..'% ---%**% , , - . I �� .-,-. . . X - .,: .. . ..x"- - �" %,',��%,%. % . . . , - - . . :. - - _ . . . .., .A , ;�� . - - �% F." I . I . 5EXR-1N6 OAPACIIIFY OF THE WIL. ���� --- �. I - .1 .. , '.. /:,.-,,- .11, - t . -!' . %%:,.,;. .-�� . - � I - ---- .� 0 �z .,�--:", ,,�- b, ALL COW I -... - T W F2, - IIN . -,UST BL(XK55�4 ,-,RM IALL BE -.1 X ,,�,.:>,. AaAVDAW015'. H1714 T14E LATESTAPPIROVED EDITION ,./ ------ 3 --� ". .%.,.. - 1%:. '% . -- - . " " . ............... 11 F THE X*POR 1�6 60rX-, 'N I I FLUM V.- 0 .v 031 .....,-% !, ,.\ 1 � j..6.,w..vww."wwvwww X---'� . , , ,� e,:- 7 -:. i- -, ", ..I- . , , .:,* *m / --- e , '. , �"� - .. ., , ---�".:... % ,-" -". ".- , '.." .4, A - ,:."".",K.""�*,.;,�.��--", A � .< A " I I - � �'. %../.. , - ., , .- - - . �. " "..,*'�'.1--l.",..'.".."-."�."�� ""*,�'I'll.11%"-,�"*�""-".-I ;1� . .\. ; 1. -��'... I :-,`,,,",*�,'-N`,-,-`% ".. � %."-. V, ... ,1/ . .. ";.� ... ".. �o,,/,.. �., ","" , - % ..... ,..'. ---------- - --- - ------------ I I I X7 9*1 REVISIONS CITY ()F BAK E---( RSFIELD 1--)ETAILSFOR 1`11R1JS`1`BL0(11'K-S ---- I 1 SrFANDARD PLAN NO. : I- I � S"', F I' ---- -` ----. C); `4 -Vl- � .. . . PIC J.-N x %�.'.K x OAT)-- -- I - ------------- �*-PPRO .1", L-5 p- L�5 TRUST BLOCKS m I LEO" ,/ N. T. S. I-Ij r-*) < n,,, CD LLJ > 0 m < r4,) I z CN hi -) r < ry CD 3: 0 I Ld m rm W-0 6� 11 EMITTER AS SPECIFIED. MULCH AS OCCURS. /- FINISHED GRADE. - I I-I I 1=1 I 1=1 I 1=1 I - - - - - - - - - - -1 I 1=1 I I =1 I I =1 I I - - - -I I 1=1 I 1=1 I 1=1 I =1 I 1=1 I 1=1 I I I I I-, I - - - I I I- - -=I I I - -1 I I I 1=1 I I I 1= I I , I I I I - - I I I- - I I 1-1 I - - IV 12 POLYFLEX RISER: RAIN BIRD PFR/FRA. EMITTER ON N.T.5. )I PVC TEE WITH 1/2 SXSXT TEE. PVC LATERAL PIPE. POLYFLEX RISER ,�- KAT , I I : I N. PROTECTION LIN'T . . . . I . 1% . I-- ----- - .... I ------- -- ... 1-11 � ,-11 - - - � . I , . - ---&--f-� I I 7 . \ - , i I I 14 If � , 1�1 I I . . -1? I 51 M , . . ^ .. 11% . . . - . \. . ' I .1 1 '(0.4,55, . e: � . . . I Ic . I . .. -1 1,5 , -��q) .., . . ,� I � , I . - . . - -If - - . N\" (P A. 5m) 1 - -- - - - ----- -.6, --- I &., - -- -- -� - . . -� ,., I 6 , " - **-- �d zl- I , - 9- 4 - I . , . I - I.N. I - .. " I -* 1� \r,N \ . , .� . s� � 0 . 1.06 - .1 I N. ./ . x . . . 13 1. vt .. 4 t , . 4,� ) . I . . ,�� f / r- I .. . /,k -(0.4*�) ,,,, .(c. ---- t. - - - -.-AL - . ,.,3 / .1. I - . I . . . I. - I 9 N 19 FE V .. : : . 1w w IF' I , - -�,x - -- ---- --- !� - -, -------- -�--- -- - 6RAVE I ----- ; : REQUIRED ON ALL A5FEMBLIE5 � / I � i 15' MIN. - - . - . 10 (0.3m) A50VE 1 � 5'MR , ff C 60NUMTE �LA5 I ; f : I � , ; r"',,'O-.4 I , .5ir . . .� I i .0 . I . - . - - - - - - L ------- - , --- -------- - - . . . - .. , 1. . � I -. -V��". ,,-,-,.-;717--=---N7---' :1. . le ., k .; * I , .. -- - � . "I " - --- �, "k, -;, �, . - �%.,;, �' 1. , - - - 4n I. " � - �- - I 1 7 .. ", -.�.. --- - - - , " � . w, --- . .. . . . ----------.F-- -T7L--1!L- ---j-L-, ,;No, . ----- j ----- . 4'--�-,-,--,� I i;� , -:---- �- -1--i-, -- , z - `�r'-L".ee"- .1. . - I .r -.1, -''-' :--. - �.--- ,�:-:-� .:, � ., .. --N-,�� ` -r:l�-�IN%l�-.1��-5-�,��*,�-'.,., - - ... ..�g. 1, - ". .. _ . 11 . .-. - -",,�"e, ,;-.-.., X, .,---:� , �- N1`1111\-�'-'�'Nr',�,-,�,-�,% - , I I . 1XI 11 X, �*-ZR-�O� /.I%- - - ; .e'1111 oe I .. "I -. ,.� , (I I 1. / )w. - . - :�, .� / & I . .) " I - ;011 4*1 ; ?,:/, -., M �� N41 . 1. -�� , . .... L t6ei XZRE TIE - -t -1-1 �.,.". z. kl-�:. , , . -1 . " .. -r/1 1, �q / '? - - , . � �/,-,�),. - I I .. - . � , I . L /;- :� /-.�-` . lw� , I/ ,:/ , , . . '�; *1 -': O.- - ii " . . .,� I , � - . -., . i � 14 U5 T. � I . 'A ---------------------- coZRErr- T-1R* -------- . - . ly 1. � . . . " PR up.c - ------- �, tx) q I I.., 1-7* " --- I -1 ..S--�� .. .4,., . . - - BLOck . I I I , ; - .:r� ; I - -- ----, ; - - �,- I .. it- � ' - , : ,-�:- : . "7 .,- . �,�- I 1--j - -' : ! , . : FROM '- .;.,. . ", � . - "� ! L_., , . .. . . - ,.. �.:.� ". "', . : - - KATEI;�� - 11 , , 10 ..- I " . " I I ..'.-% - � . I N I eTFER - - *INC6 ---.-1%- -.-. 6ALVANI-7W, PIMV6, $ FM ,�--:v .. I ' T ' % '�* - :-,� .%,%*-1.,-1.;� % 1'�P.-(�,AL 7- HROZ�00�- , K11. I . .. - ...., .K. ZHOJT� - - i-,., , 0 REPL<wEV PRE55LRE 5ACKFLOPi I� A55EMBL'Y (5rcotar than 2.0" (50mm) 1:>Io.) r.,o0NC.sKE---TF- ,j ) r I --.1, ftA5 PLAN NOTE: VIT STRONG BOX SMC45SS I STAINLESS STEEL BACKFLOW if , IF BIGGER THAN 2.5 NEED LARGER SIZE. vr-5 STAND.ARD PLAN'.N.,rO. - j Q APPROVE-11? RCT---, NXXXX DA,T)f 141T 4 -- OF I 4 L-4 II ----------------- -------- I %moo,/ N. T. S. , , fo3m) FOR -5 NO- NOTE -. * 5m wm Ob SPRAY +.-ADS 1,041 _/!$,O- f-5ftro- 1. Le TIEFLON PIPE CM ALL TWCW JOINT5 -'--- --* ----- �0- - - ------- "I'll t -, - 31 lh�l Fm EUMBR5 , -.,�- �. , w4�,"-4�----1*--w-1-N 2, ALL ReM AW NIF011 M- SHALL BE 50H. W PVC. ALLF"IT71WE 5 A�. ", . -// �"" . , �.., . , " /,-" �' -"- -� . 1, - Q. 11 �- - - - -- ... .. � ". /--./1-.�/,,-- , `- "; , , � I'-,".". -." �-----, . � -:, 'Y".., . -. . % '... � - % , ". H A ; �� �,�6 71-� , 1, ,�, " .1 - �. 11 3��-- - 5HALL BE - N. 40 PVC. ---� , ��,��, - �:,, I.,- 'r I ". �� . .; vovk4l" I od, I �: % . ;" K -" - -/ . . .1 I '* I - / I ., - �'.', ., - . -, � ---,. , 'I v - . , . , , , � , , �. , , , , I bol (!!scwm1 1,,1% . -4� % 3, ALL LATMV-5 %iALL EX- CLASS 200 WC OR A6 W-WIRM 04 M-A%. . w :� % , . .1 I ,��,X-1 . w 1--a I . -t- "?�--��-� %.Z. RZIX N"Lz fTfr) 'ON W - INSTALL M- NTIHN EMBAWJvMS, , �\, , 4, KCSI WWI :ADS ARE .�..>-, �-,-,-,-. I . .. , I.- . . -1 .... , ---,- --- . . . -, - -, �,�--��-� -.,.%*%' . 'ON 11. �? 1/1 - I I . .. . I I `<<� - - I - , . . �� ELL (ST) OR -- ,.: % ". , � I.,:x I � A DRAIN VALVE OR C-HMr, VALVE 15 REOUIRW TO PIREVENT M051 .4 �., �� � ...-; , - -,,,.. - , .." - , ��> I , -, < I - ,.% VfE(A VALVIES MV DRAIN VALVES SHALL 13E INSTALIX AT LOCATIONS . � . ", i'm (56T� .1.r 1. , - -ALL BE %. � ." LAT DRAL L. W7 �-�.�. - - ,...- A5 PRE-56RIBED BY THE SPECIFIED WND111ONS AV SH - - 1� - 1: � I �-'. Z .. 1 - "., .� i ft!�REATION MV PAWS DIRECTOR M. � . .... .% V - -, - . . - .. . A"ROYM BYTI E OR TO PLACDE-W AV LGE --9 5&-M C�) -L M V- I . I M. � V.0- 9 A 5. ALL POP LP HEADS 5KALL BE 2.0" (.05M.) 9 W- CONOIRE-TE- 511 AV A ;Ne ALL SPrIN-TAREA-, ALLLAP E I -- IMSATION hVAM (PART . .6 . .4 W ! 3T, Tcp OF �E#o 02 . I W114 I "' IT (6�54",),wvt r.o.rm -------- F'im%W CARZLE) �44ALL BE 40'(1001w" f ", COWW"M NV ASPHAL �-Ofz#m PAW ,01RUE AV 4.0" \ AWEAS W169T OF POP LIP HEADS SHALL BE AS rOLI-006 . 1 � (Whm,)FOR FULL W;�61E Am,, __., *1 k 6,Oft (015m �_S?-;-- ) FOP, LAM AREA6 ---- - --- -,-- 1-1%7 1 .1 z , .,� , - �. '7171, 11��. 15Z I-- '. I . - "' "' - `�� I �% - . I 1� . . X 14 .--Ie --1,41 --- - .. 6 . . - � 1. ,x.;1I - 9 5- I 1.01 (013m) " 5H*M . .., - K� . ... � , . .1 I - . 1��1.11% . Iff (0.3m) FOR 6R- OW COVER'-; -�., . 'O't,%, %H, 60 Rvlc-� �'��" t4jp* _ (T�- "I -. � " . � _L_, _ I "It ..;;.. I : - b. *IERE PART CIRC�-E IRR16ATION WADS AW ADJA" TO A BUILDLIN& . LE . . A--1. � ':::�� - . -- 11 BACK OF W&ATION WjV. - Qi ft- n -- ---------------- ...- L.. .. �!J�1;1 . .:r . !:'�: KALL, LOCATE WIAM MIN, 4* (100m) f" FACE OF BUILDWS KALL TO %11 I '% ly -- , I" <�� 1. . , r, E %0& ONT - '-. I . % 11 - , . -e . . %, .. 1"�, . , e,� . " I,- - - SHIN6 JOINT 514ALL BE RNWRO SA SERIES OR.AR4WVM E-OUAL ;` .:, ..v-.,-%'v .. 1, IRIPPLE .; - %v , - . -. - .. I ,.-,,-,,, -:. N�51. . . . , I , -,.. �. I - . I I - I , ,�'_% � L-41tRAL Of -- - I., 6. ANY AW ALL O+W-a F" TH15STMPARD MrAtl-. SHEET SHALL -"-,. -- .,A' . .,- .., ­.I . . . . . . ...'. ". � .,.�.... -- . BY AR'Ra,/W DY 1114E RWNEA711ON AV PAR" WWOK I I 1�,,. .1 , . % ,,-,;, ,-, A , .:- . , ^ - --I- I,., �,� . .. 1� .11 I � � - q, 5M APPROVED LAN1P%AFVIWJ&ATION M..*15 AW LfOEWS (Z ) I.Mg= 96121Q�- &.62 Met= E1,09d&W FOR 5?WIF1116 MOM- W11H M, 51=1 OVAWITY, MMWACTWMt5, r- I N' �" C-RAC'r- ----L . AV PWORMAWX REWIRDOMS. +%e 1-1L. ,-%� ",�."'. . � - -- - -- �.:.;,;":,��l-,��,�."..�.��r.-�-� - . t , -,.*.-.-- ��. � . . . . . . . - -�v '. - , � , <V-', - Z"4". , . . A. , -�V��.. 11 . ......, 1� '... . -1, . .. I.,,,,- -�'..-, . -1 .- FjNI5w--mw CRAIX- IN T AIF A-REA!C5 .�... , '... . ;�'�%..-,' .4.1", : I . / %11wv1----1 "L.' m : ."��tl. . * VN�Ier; BOX KITH BOLT VOINN 'I', � FLA51C ROJ�0- . , -.1 ��,' . P.M 1, X �. .- : .1 : �, �, ''. . COVNE J5E 5T,AIN,-E% BOLT NUT AND KASWEIR. , ., . 1� I . . Xf--` .. - 1. . : i+' 11 � : .. I -...­� ., I." �.;,�� : .1 .1 - -1. ..", . ... I'. - A " ONT EL �Z OR" . ..1-51 �. 1. �E. T BRAND "XV' 0 LIV. ... , I. -�"..* ; . � ��, ,�,'..%;� L : I '.0'.", I .": : , , . : 11 (%T/ I Ile` I : , *. I 11 . '� - C., .. I � ", -� �� : . -.� : -ld*--- OUICK COWLER KEY NTH MALE 4j0e--e'B1B , .. � I.. % : - I I , . , . . , , v ;,. �... , � , �r'..', : ; ... I � LAMRAL r, " . .. . . .- " '­ , I 1�... i : W , . . -.�, -c,:-:-::--Z% . 004ECTION A5 %0M, KEY M5T CLEAR VALVE 50Y 1- .1 ... � LITI--A I . 11 <;o I.., z I I�K.A= . � . '11/X .. , mmmmudmw i I I -- .A, ,� � -I-, " ..7, 11 T I I .118 .... I . -- ,,� ',�.-,... .. . - BAqw.1P EU- , ,e ..,.. . . -- . � . -- �. - .% '11� , \�,' --� ­ lr . "... .�!, 11 .. � - ' -- - ----. r:N15HEV 6RAVE IN SHIR0 MEA5 - � �".-%.- , -'g,�;-.- 1. - . . . . .. &�� � � � � � ., . . � -.. . .%, - "'.. .�, :. �, . %., . I,' �% ,.; .` " LIN I .. 1.�. ... I'll . .. :1 =. - ----- 1 4 m t::,... . f .. .1 1, �. �, - j . ;r-, � I , I.... .1 . .. ..... 9 ; ..... -. . , : .' " . 11 3 I r , . iw e L", I . (�) %- 4-12-40 Firc 11 " a .j U� �, -- - �-- P I , . '11 --\I-- . -., -7 Fit , - , . --- �11:., I w�.- , .:----� -If . �. : .., . , 1. . . . -.r.: -----y. , . I -Al"-. "I. - . M - --- I 11 : -- � , : FIN&W-1 it' : 0016K COLIPLOR VAL�T --- : MADE ;;� ---------- ---- /I I I �. . � �-�--..... 11 --- I- :� "".., ;." " a � . .-I, . - 5TAINLE56 5TEM OLANIF -,.,.,III ,.;�, 11 -... - / "I , ., . , ., . � 1</ �� , I -/. � - - I . .. .. . . . , 7 , NA�11?1veli..., *- ". _- "- . .? .,p - . .. . - . -- �,-. - - *6K %FPORTS .. 3w C-. � . '. �m 'All SR, . . ... 1, . .5 . . . - - . % ..',:... . "I P N hr. ,�;r, IN 1 I I -- ", ..Z,. - I ... , . ... . I I %441- DO P111-1111 ---------------------------- . . . .. � . .. 1�110L�- 5NN5 jo;N T -� ..."" ." 7 - �11 milpf2 r: 11�. . 1--� U. em) ---I- , 1. If �-,. 1-11 -", - w 11 �-, -- -�, v . i �Iw " 1�' I -.""'.�.'. . .. I "I . ,; I , 11 11. -- -.. �9 I .11 - . I 7, . . ".. I .4 ..,.". --.1 I -------- , ; v F_ ------- � YKA I � LINE TRIM.:- Sill* 100r. ---. .... 11 I.... I I 11, 11 -- -A - .... -',.x-- 11 -----, ...... 11-1- ..... --- ...... 04 x 36"REBAR 5TAKE5, .M'....."., �- ....'.. 11 I ',n' �-/," ,..-' , .-I -, V` I '21 Pltaun- 0 .S -.. - r ..--,�., ,�'. i . . . �,� I *\� I �. - , 1, - -, �-o - , . , , , . - 0 I -:11. . . 0 4 . I - 1. . - . . I ,., ` LAND50APE F,A-P,k- I 'ATEPRAL LINE - I --- W11-1 I I 11 - I , " -. , - , ! .., I- I � " S, . , . �. I *�/,%.`� 5/4" RO%, t CU57C FT, ... * . . . . . - -1., I " , , , . . . ., , 1. , . . � . .. % (�D EQE UE � $!M�16 , &62 @ gwir.-K Ce (fthom mountea) -------- --- - -------------------- . R.E*V1S10N.',S- CITY OF BAKERSFIELD ' LAN-DSCAPE AN--D IRRIGATIO'N DETAILS FOR VARIOU'S IRRIGATION -UIEAI)S S'I'ANDART) PLAN'NO., .. S"[1:-l' -_" , -- ()F --14 P P* AT'. M-WET) ReIl -Kx111c-%-'x DATE. L-8 P- L�8 IRRIGATION HEADS fw-% %a:) ,/ N. T. S. 4- n, (In; en� - LEO E TRIOAL CON IT n,p ----, NOTE5; - IWIA vx 7, W. 4, - TREET I&47-OF-KAY ONLY 510.45m) BEHIND, 4 16H�Otf-'-NAY L:NE 1. *EN CRDE-61%6 UN.0M ROAPKAY5 OR ANY OTIHER HARD RWACE, -0TRICAL HRIN& AND WArER LINES SHALL 113E NSTAUM 2.5' ALL ELE (0:16m) PEEP, IN A 50EMZ 40 PV�� SLEEVE. %ZEVE SHALL 5E 2 TIME-5 DIAlh'IETM Cf CO"T / PIP110. ALL ELECTRICAL W"IT SHALL HAVE I" HK 01k Ft* 110VOM AM 2" MIN, VIA. FOR LOH VOLTA6E. 15LEEVE SHALL EXTEW 1.0(025W BEYM HADRSCAM ON ALL DOS 5. IMPROVEME ", HTN THE DMOATED 5TREET RJ&4T-OF-HA'� MAY REWIRE AN OM STREET FEWIT. CHMK KITH CITY ."WNEERIN6 DEPARTIOW FOR REWRB�ENTS.. 4. KqEW OFM 511C-ET 005 ARE REMIRM TO INBTALL VARM 'O/OR HRM ALL STRET PATC441NO Y40N R96ATION LINES A THE 01Y R16HT-OF-HAY 9*LL BE IN ACCMAW2 Hn CITY* -12 OR A6 DIRECTED BY THE CITY EN&IW-M STANDAF0 ST 5. ANY AND ALL C44ANOM 504.L BE APFRWED 13Y THE RWREA11ON - AV FARK5 DIMTOR PRIOR TO IMIDOTATION 6. ALL ELECTRiCAL WALLATION SHALL BE IN AC4MAW.oE NITH -00*0VATM, 5ECT10h C11Y STMOARDS, MWACnM�5 RE 20 OFTW 5TANDAM 5FWIf 116ATIONS, NO i46 VIRECTM 13Y THE RECREATION AW PAW5 DIFECTOR, 1. ALL MATERIAL U5ED- 5HALL BE NEX AND FRM M" IMPER'%TM, b, Al�, EILE6MCAL IN5TALLATIONS HnIN PARK5 OR FARK-Ak(5 50OLL BE WIFECTW BY MIC HORK5 ELETRICCAL SUPM�ISOR, i OTHM 60�"IT OR PIFINOMAY BE ALLOHED HITHIN ELWTRICAL q, b1O OR CONTROL LINE TR34CH, - - . , 9 - - " -.--'-* -A-.- .� - " , . ", .. , I ,-;, -. ,.- . . " . . . '. � I , ( "e. 1. - 1. '. I . > -'^ ..!C�v � .. , �q�e. 1. � 1. I vl,.j '.' " .. I I * �.. . . . , 1� ..;.. . z .. IV, I ;'., . ,,,,. - :, .., 1, &I -,:�!-.- . .!� . ..- . � I .. I . . ..., , 1. - � �" , ] , I - , I , ,:!� . � . , -�, -- ".. . I - t .. � . - ,� .... , , - , , . .5. . . , . ; . ., N�- 11 .: .. , -�, , -� 0 - - .,. Z, 1".J... It , 1? .,-�. , P.% - - - . -.. , .. .- - ' ' . :;e, � . .f,. '%e- , .- . .. - �,. 1'.6 1 1. -! .N� .1 _ , Y " * �- .. �, . I -, 5'.. ...,-. , " � . '. I' � . ' ' . ' - �-e'- I". I, ", 'f I -�:.,,. , A,, I , , $1. - I . A . - . . " v. .. � - ... . .- 1. I I ;�x , �k` * , �-, & 1, � ,� " ��, 'e., - . , � � , . > . " . . - ;.1 .4. .. �', '�' , ". " , '' * . - - - - . �:�. , , . I � �, .1 " . , - '.. -. , . - - 1- -1 - - �� J 1 K . �.' .. .�, --� � -1 :� . I R10AVW 1; R*Z�56,An : A 0 ------------------ � tm 5LEV. � *6 I E I J(�,OZIUIT j/P1F:'-N1'6 --4 --- - - - ----------- - -- FIL AN E/1:E:H] I I ; `(6,: . 40 m 'f I , -- I I : - I , : I . i I - , - I i -9 FIN&HE, 6RA,7--*. - "I ! 77 77 79,7- ..". - - 7 � . .. , m 7, - - 7 - - I I f . , I �- I 1� I 'AR - �- -, , " - ROAPHAY ,' i- . D'5� v- . .. 91 � . ,.w. , I �--�-.,,'- , �11 . 4..,.- , I 11 I - . . . I m)o .. � � � . . . 1. ­1 .11 . .. , . :, 5-----L-r-x-v-E5 18 IN a w m M. CITY OF B�AKEIR"'.SFIELID'"'� DETAILS FOR ELECTRICAL CONDIA1 I "rRENCIIING., SLEEVING, ATN'D BACKFILL : : : : : : WS.ff -,A : - ED 11' � Or.." - 1-4. Af1ff1R(.A1- : . RCE >11.11cxxx D.ACIFF, P19-wv REVIS.IONS SI'ANDARD PLAN,IFINO. -3 L �3ELECTRICAL/ SLEEVING/BACKFILL - - I I N.T.S. "' p MOU'r, :: 0 5TAINLE55 5.rE'"--L , R. J 60\N1Tq10.11 .Ur-r- ICL05, AIE ---,*- I EN W.01 AU70MA-,,1,r .. ............. ! ! LERR OONTROLI %. FNI5H--- -A - C 11 A�)E AUTOMATIC , CONTROLLER I . TOF MIOUN-r .5 5TAINL=- 5 5TEEL CONTROI LF-R---_ 4- -a �ruN`IROLLER &03455EMIIBL'� ' , . Ewl'-L - --.- 051JR11- (r,-, 5 A 1) 1 W, w - U 0-!: 5 & F I 4 TERMINAL 5TRIP5 H110H 11, ACARD5 F. ..." , .0i, ('01-1,M) -' M.-IN, - . . j., -p *1 ..J3� ... .... .. .. ... ��., 1-i�ff- 11. . . . .. . '.1 . ". �, .; �-� --.j W. - , . �,S. . .. � "'.., - `-,� , � .... - .... . .1f P.- / DIREiLevT BURIAL , . . .. . , '.. . . � . �; - I - - ..N1r"1-W---.W ... � - . -, . . �� I i . - / COWROL INIREE-5. "e ,- . . -:�. '. '.. P , . �: .. .... ". 11 . ", 151p.r \/,c .� .� ... �,... ` I . � . - *)L I ... � I 0 CONTRL . 6 �e E5, % /ALVE i ". 120-'%/OL7-5ER,VICE � \ i IN ,GONIOUT. '----F'VO L01467 51A-E-EP ELL - .. . . -.-.....- . -E-QUIRE-D, . FW45�� 5 I AZWE Aa R . -0 � [ -L SPB-2255 MODEr ' ' :'ROD11'ZT5) (STRONO BOX 5Y IVI T 111 i OR AFFOROVED ,E�M,A!- ------.. e I %-/ , N IRRIeATION CON7�ROL,L-ER ENCL05URE �^ ) - N---.,., 1� N07 =5- L . 1, LGEA -,5r�- � W PVC COMIT NTH AN ENCLOSED 5� ALL IRK16ATION. INSTALLATION %ALL BE IN ACCMA&Z KITH - r - -001A PULWN6 'TE %.AD A.5 CATYSTMOA1105, rf LArEST EDITION a HE CALM - 16K, aA56 "B" 00W.AE 1 CONSTUoT 0500MM) TH WM, AND MWACTMM RM04-MA110N, SEC11ON 20 OF R521ftT TO RWZI'VE THE FTOST& MMTM IWISA,nON CONTROL. PtSTANDMW SPECIFICATION5, AND A6 DIR-Er.-TED BY T�C- CXOCK. COWAOT 0.5' 050m) BA5EE TO qO% WILATIVE RWtEATION AfV PAWS OW4,TOR. TY PRO -V111 OF CMft"Iv. 5LA5. DEW I R TO M-ACMVIVI 6. ALL MIATMIAL5 SHALL M NSi ikV MEE MW Mf WTS. 5. ALL IRRIOAPION 0ORMILLER EWCLOSAM SR4' BE TOP MOIJNT� -, OF A VANDAL *0 OCATWIR Rr.5115TMT NATM, MN4JFACTWW 1, SEE APPROYM LA)MAPE / IRK16A110N PLA* "T' AWLECOM POP, SKCIFIC MOM owlt5ISIZE, ' ; B\ RF.111-Y OF 504 6001=1- F,,A-1R1Z% STEM 01JANTITTE-5, MANUFACMARM AND FEWORIH*�[- REWIRENW5, 16 KNE %. E X T E011 0 W., F E T-1 6 � 4. PWRED COWWRETE EWE - 6" MIN. THII SEY,00 (XTSIDE DIM5611ON5 OF MLO%K ATH i/2% %.0PE Z�� AW AND ALL CKAW-zeo I" THIS 5TANDAW %LALL BE APFWVFD 13*f THE RWtEATION AW PAW$ DMTOR PKOR � FOR MAINA62E. TO ANY TYPE OF CZ*- TRZT10N, . It 'L REVISIONS CITY O"F BAKERS'NiFIELD . DETAILS FOR TOPMOUNT, STAINLESS STEEL I I CON-TR.O.I.,.-[,.-ER.'ENCLOS-L'IrR'E ---------- vvwvwwv~ I STANDARD "^ NO. PL,kN- ! 14 IC111TY, - Of . ...... 11- ATTRWV)ET) RCE XXXNX 1) - ATFE--, I L-7 L�7 CONTROLLER ENCLOSURE N.T.S. . . FIM*0 GRAVE - 1,01 (03m) � # NIOTES: NOTE511 - - . . � �, ", - / " " j , , , I , I ", .,. - . - ,.%..�, . . , .. . . " . - . L EXC&T AS NOTED, ALL MFiN6 XV FITTIN66 NOLL BE - .;.,.,N�,,-----"� - � . I .11" - ,_�.,�- .- -/. I.- -�: '. -;- �, �-,,. " -.-\ � -- ." 1. MN M554NO WM ROADWAYS OR ANY OrtfR NAPO WACE 1 CIALVANIZED XM AFPRO'�W BY THE I I - - . 11", 0 � I . I � � . I - . . . . . WXREATION 40 FARK5 P11tEf,,T0R- .,%;c DWILE55 .z t ------------ , UK 1. NLL lrr-- Im i - --c / J 5RA.55 r-1,71 IIN65 / NIMPLE5 I -� I 2. USE TEFLON PIPE TAPE ON kL TRVADW J�INTS OR NOTP111-ANOE5, _,: I--- ---:�, � %, AMROYM EWAL BY THE WMATION AND PAWS 00MOTOR. OOLL LeE BALL / . 5..ALL HATMALS SHALL BE NEW AM PRE FROM 1WEWECTION5 VALVE a,, &.�� TIMES DIAME1TIR OF COWUIT / PIFINS. ALL ELECTRICAL CONDUIT I "-;�� I- , 5RA55 FiTTINC-75 ! - ... ... 1'. �� I 10 io3m) 1. e�., . .A . I. . 4. SEE A19PROYED LW50AFVW6AT10N M-M5 MV / NIFFLE5 *. 1. : ABOVE -HIrge5T / : F-114151HED i LEOZ" FOR 5F%lf:JC MOM NHM, SIZE, WANTITY, I M-AveE M"OWI 44 I I.. -2. " NEAR THE MAIN LINE ... .... I . ,----' 5FRIWUER HEAD � , ` 6RAVE HMfA6TUFM . � AND PWOW � . WEREQUIAMM, ---- -� -:�' .A 'p, - I I "7> - I'-. AT 1�f q O'C-11,46K " -. - ... I �- I t - I y", 1. I Fl./B ft I i . . - , . I : i-� :� N : : : . t- '. WNORE:7-E-, 1.51 MIN, I I i 5. ALL IWW06 FROM &AL'VANIZED PIPE TO PVC PIFE N+k.L 1 I 0 i.-.--- I F 110-1 : : �5LA5 / I i &� � I J, / BE Ct%M14TW H14 504EIPU 40 FEM&E ADAPTIM OR 5. IF MOft. THAN ONE LINE 15 IWALLM MR Tft%oH, FRI-OVII-M .11 ... ---- �-7--.---- .. - ., -1 ---- --(O . / . -...->.------,--- ---,---�-7- I .:. �` . !�� --� ",\%Z- - '. -� ------ - ----I ,. -, �,C.l . i APROVED EMAL I BY THE W-CMATION MD PARKS ORMTOR. . . ------ -:-- - -:�- , ". . '. 1. .. . .. * , - - . . � .*..X:l , . . . . '. I .1 ... . ..../. - .. . ..;</ .14 . I-.. �1 .. , . . ". .. - I . .. . ... I 1, - - , . . , . I .. 1. ---.-- .-,.- ..... vl ". - . . - . . , .. � . I . . . � .1 . . �A. . . . - . 11 . .. . - I - ----- - 1. . . .. .. `..� .. .. - - - 11 - . -, XTE %AD 15 6, A 60 (0,15W THICK REINFOR0EP C*K . 1-�, . , : .1 ;* 1 . � . ­ . . .. I �, . r -, , Em. /. 1 - - ftwm FOR ALI. HATM M110TECTION VE�Acz-s, MINI'mm ,---.� I .. : . 1 ;;, ; I -...I . . . ./ y * , I --Y " ; I . � _5 � .�- ..4 a., UNION-$ V .:�".,-'. . . ,..% - .../-.N�,- 1;.. 1k - - ... 1. ,� '.. ., I - ` OK-7 , X / I'V.. ... "". - I. - I "' �-- CLEARAWX SOLL & 15(04m) ON &L 510M OF THE ,EATICN AV FARK5 Ma AW #6 VWTW DY TfE MCR �1) , -1, , , - - .-e , - -� . . . I I ., .. , , " I-- rr"71"-r-1- N . I - j, ,� % ,-% '. - . I - ...� . ,. . . " I - . li�', ,ell%'- 1%� -CTOR PlIft -5M 61-fY5T*V#*D J, 941ET L-4 %, .- . I �,-----�:�. . I . , -- -I'-- �� L.x---*. . . , .1 . , I \*- ; �, -. .. . , .. . L06�k . . , � 11 . . , A%1� I .. T 5 4� ,. � 11 I I , - PRI&ATION LINE-S AND/OR k4IRE5, ALL STRM-T W,1641146- HnIN �4;h� -, �,--,��- - . , , � . . 1�� -Z -1-- - - LR -N,-,.. , ,.,:;,p 41'pv/� ..:�. - : * le .,,� . . .--�'-- . - :- � : I ,rl.*.. ,� �, .��";e , -�,' 1. ALL IRR16ATION INSTALLATION 94ALL BE IN Aa,ORDAWE WN - I :,� - . -�-;�'- X . K-.-,:�% �....%, %-\... 1� * . L-.--.�-, -- " STAWARD5T-i2 OR AS DIREOTED BY THE CITY 010NEER. .-I:,- , ��, - -� ; ,X- A #: >;�% U, FIA LAWV,ff',�-1� - - " - CITY STAWARDS, TW LAM- T AWEP W- EDITION OF IM . ..". . �.. , 4 A -- . .. , e � . - .. - - .. -" , . 1 -- : . I I - . . _N% ., - . I .1 11 . . I,: . . . -. ': , ;.. I" --� . . ..,.% ,6 .. '. . - -.. , , .` Ic ., '� " , N '. ;:�--)-- -. - I �� . - - �- ' . - S, w - .1 - 1, 7 '. � '. . - % : . `-1 WORM MJMIN6 CODE, MAKFACTLM'S fC-C4*WATI0K 1 1 . 1% - . I � � ".. .., .: I .. -­- -.. v �,- . . - �.. I,- . ., . .��. .0 .-- . A -,-%J�E��n� %­ -., .%% 1, I x - - HN .N - . " " * 5WTON 20 OF THESTMOARD SMIMC,ATIONS, AW A6 �� ..�,-.-,-. - . .. . . . . . '. x d �.`- . . . I - . ., I ;� ., - I . .. , ,�� . .. . , . , . . .., . .. . - I , - . �.,-� .. -�- . .:, -/ � v I , � . , 01WTED BY THE RELW-ATION AND PAW5 VIRE071110K I R iA'T FROM i . LVE5 ME11ER OK eAcKn-ow AssEmm.-,( TO vA, AND PARKS VWTOR PRIOR TO 1WLB4EWATI0K RE(2JM FOR EACH MANIRXD OJMXZ OF VALAS). EXMA (2.0" (50mm) ond less) 6, MY AW AU CHAWM94ALL W AMP"W WTHE W HEAY-3 , ,,�---,-- - . -;:� <.,-.. % OK-RATE VALVES. (ONE COLOR FOR ALL V&VE )qIRE5 4 ONE COLOR W50MATION AND PAPACS 00tEr,TOR WOFM IMPI-50TATION. -- . I so REVISK)NS CITYOF B` AK E-4 RSFIELD I . ML.m 4.1 � f��, .., " %4 , , " -,,�,� . DETAILS FOR POTA-BLE WATER PROTECTI.ON' STAND.ARD PLAN'.N.,rO. - j Q APPROVE-11? RCT---, NXXXX DA,T)f 141T 4 -- OF I 4 L-4 II ----------------- -------- I %moo,/ N. T. S. , , fo3m) FOR -5 NO- NOTE -. * 5m wm Ob SPRAY +.-ADS 1,041 _/!$,O- f-5ftro- 1. Le TIEFLON PIPE CM ALL TWCW JOINT5 -'--- --* ----- �0- - - ------- "I'll t -, - 31 lh�l Fm EUMBR5 , -.,�- �. , w4�,"-4�----1*--w-1-N 2, ALL ReM AW NIF011 M- SHALL BE 50H. W PVC. ALLF"IT71WE 5 A�. ", . -// �"" . , �.., . , " /,-" �' -"- -� . 1, - Q. 11 �- - - - -- ... .. � ". /--./1-.�/,,-- , `- "; , , � I'-,".". -." �-----, . � -:, 'Y".., . -. . % '... � - % , ". H A ; �� �,�6 71-� , 1, ,�, " .1 - �. 11 3��-- - 5HALL BE - N. 40 PVC. ---� , ��,��, - �:,, I.,- 'r I ". �� . .; vovk4l" I od, I �: % . ;" K -" - -/ . . .1 I '* I - / I ., - �'.', ., - . -, � ---,. , 'I v - . , . , , , � , , �. , , , , I bol (!!scwm1 1,,1% . -4� % 3, ALL LATMV-5 %iALL EX- CLASS 200 WC OR A6 W-WIRM 04 M-A%. . w :� % , . .1 I ,��,X-1 . w 1--a I . -t- "?�--��-� %.Z. RZIX N"Lz fTfr) 'ON W - INSTALL M- NTIHN EMBAWJvMS, , �\, , 4, KCSI WWI :ADS ARE .�..>-, �-,-,-,-. I . .. , I.- . . -1 .... , ---,- --- . . . -, - -, �,�--��-� -.,.%*%' . 'ON 11. �? 1/1 - I I . .. . I I `<<� - - I - , . . �� ELL (ST) OR -- ,.: % ". , � I.,:x I � A DRAIN VALVE OR C-HMr, VALVE 15 REOUIRW TO PIREVENT M051 .4 �., �� � ...-; , - -,,,.. - , .." - , ��> I , -, < I - ,.% VfE(A VALVIES MV DRAIN VALVES SHALL 13E INSTALIX AT LOCATIONS . � . ", i'm (56T� .1.r 1. , - -ALL BE %. � ." LAT DRAL L. W7 �-�.�. - - ,...- A5 PRE-56RIBED BY THE SPECIFIED WND111ONS AV SH - - 1� - 1: � I �-'. Z .. 1 - "., .� i ft!�REATION MV PAWS DIRECTOR M. � . .... .% V - -, - . . - .. . A"ROYM BYTI E OR TO PLACDE-W AV LGE --9 5&-M C�) -L M V- I . I M. � V.0- 9 A 5. ALL POP LP HEADS 5KALL BE 2.0" (.05M.) 9 W- CONOIRE-TE- 511 AV A ;Ne ALL SPrIN-TAREA-, ALLLAP E I -- IMSATION hVAM (PART . .6 . .4 W ! 3T, Tcp OF �E#o 02 . I W114 I "' IT (6�54",),wvt r.o.rm -------- F'im%W CARZLE) �44ALL BE 40'(1001w" f ", COWW"M NV ASPHAL �-Ofz#m PAW ,01RUE AV 4.0" \ AWEAS W169T OF POP LIP HEADS SHALL BE AS rOLI-006 . 1 � (Whm,)FOR FULL W;�61E Am,, __., *1 k 6,Oft (015m �_S?-;-- ) FOP, LAM AREA6 ---- - --- -,-- 1-1%7 1 .1 z , .,� , - �. '7171, 11��. 15Z I-- '. I . - "' "' - `�� I �% - . I 1� . . X 14 .--Ie --1,41 --- - .. 6 . . - � 1. ,x.;1I - 9 5- I 1.01 (013m) " 5H*M . .., - K� . ... � , . .1 I - . 1��1.11% . Iff (0.3m) FOR 6R- OW COVER'-; -�., . 'O't,%, %H, 60 Rvlc-� �'��" t4jp* _ (T�- "I -. � " . � _L_, _ I "It ..;;.. I : - b. *IERE PART CIRC�-E IRR16ATION WADS AW ADJA" TO A BUILDLIN& . LE . . A--1. � ':::�� - . -- 11 BACK OF W&ATION WjV. - Qi ft- n -- ---------------- ...- L.. .. �!J�1;1 . .:r . !:'�: KALL, LOCATE WIAM MIN, 4* (100m) f" FACE OF BUILDWS KALL TO %11 I '% ly -- , I" <�� 1. . , r, E %0& ONT - '-. I . % 11 - , . -e . . %, .. 1"�, . , e,� . " I,- - - SHIN6 JOINT 514ALL BE RNWRO SA SERIES OR.AR4WVM E-OUAL ;` .:, ..v-.,-%'v .. 1, IRIPPLE .; - %v , - . -. - .. I ,.-,,-,,, -:. N�51. . . . , I , -,.. �. I - . I I - I , ,�'_% � L-41tRAL Of -- - I., 6. ANY AW ALL O+W-a F" TH15STMPARD MrAtl-. SHEET SHALL -"-,. -- .,A' . .,- .., ­.I . . . . . . ...'. ". � .,.�.... -- . BY AR'Ra,/W DY 1114E RWNEA711ON AV PAR" WWOK I I 1�,,. .1 , . % ,,-,;, ,-, A , .:- . , ^ - --I- I,., �,� . .. 1� .11 I � � - q, 5M APPROVED LAN1P%AFVIWJ&ATION M..*15 AW LfOEWS (Z ) I.Mg= 96121Q�- &.62 Met= E1,09d&W FOR 5?WIF1116 MOM- W11H M, 51=1 OVAWITY, MMWACTWMt5, r- I N' �" C-RAC'r- ----L . AV PWORMAWX REWIRDOMS. +%e 1-1L. ,-%� ",�."'. . � - -- - -- �.:.;,;":,��l-,��,�."..�.��r.-�-� - . t , -,.*.-.-- ��. � . . . . . . . - -�v '. - , � , <V-', - Z"4". , . . A. , -�V��.. 11 . ......, 1� '... . -1, . .. I.,,,,- -�'..-, . -1 .- FjNI5w--mw CRAIX- IN T AIF A-REA!C5 .�... , '... . ;�'�%..-,' .4.1", : I . / %11wv1----1 "L.' m : ."��tl. . * VN�Ier; BOX KITH BOLT VOINN 'I', � FLA51C ROJ�0- . , -.1 ��,' . P.M 1, X �. .- : .1 : �, �, ''. . COVNE J5E 5T,AIN,-E% BOLT NUT AND KASWEIR. , ., . 1� I . . Xf--` .. - 1. . : i+' 11 � : .. I -...­� ., I." �.;,�� : .1 .1 - -1. ..", . ... I'. - A " ONT EL �Z OR" . ..1-51 �. 1. �E. T BRAND "XV' 0 LIV. ... , I. -�"..* ; . � ��, ,�,'..%;� L : I '.0'.", I .": : , , . : 11 (%T/ I Ile` I : , *. I 11 . '� - C., .. I � ", -� �� : . -.� : -ld*--- OUICK COWLER KEY NTH MALE 4j0e--e'B1B , .. � I.. % : - I I , . , . . , , v ;,. �... , � , �r'..', : ; ... I � LAMRAL r, " . .. . . .- " '­ , I 1�... i : W , . . -.�, -c,:-:-::--Z% . 004ECTION A5 %0M, KEY M5T CLEAR VALVE 50Y 1- .1 ... � LITI--A I . 11 <;o I.., z I I�K.A= . � . '11/X .. , mmmmudmw i I I -- .A, ,� � -I-, " ..7, 11 T I I .118 .... I . -- ,,� ',�.-,... .. . - BAqw.1P EU- , ,e ..,.. . . -- . � . -- �. - .% '11� , \�,' --� ­ lr . "... .�!, 11 .. � - ' -- - ----. r:N15HEV 6RAVE IN SHIR0 MEA5 - � �".-%.- , -'g,�;-.- 1. - . . . . .. &�� � � � � � ., . . � -.. . .%, - "'.. .�, :. �, . %., . I,' �% ,.; .` " LIN I .. 1.�. ... I'll . .. :1 =. - ----- 1 4 m t::,... . f .. .1 1, �. �, - j . ;r-, � I , I.... .1 . .. ..... 9 ; ..... -. . , : .' " . 11 3 I r , . iw e L", I . (�) %- 4-12-40 Firc 11 " a .j U� �, -- - �-- P I , . '11 --\I-- . -., -7 Fit , - , . --- �11:., I w�.- , .:----� -If . �. : .., . , 1. . . . -.r.: -----y. , . I -Al"-. "I. - . M - --- I 11 : -- � , : FIN&W-1 it' : 0016K COLIPLOR VAL�T --- : MADE ;;� ---------- ---- /I I I �. . � �-�--..... 11 --- I- :� "".., ;." " a � . .-I, . - 5TAINLE56 5TEM OLANIF -,.,.,III ,.;�, 11 -... - / "I , ., . , ., . � 1</ �� , I -/. � - - I . .. .. . . . , 7 , NA�11?1veli..., *- ". _- "- . .? .,p - . .. . - . -- �,-. - - *6K %FPORTS .. 3w C-. � . '. �m 'All SR, . . ... 1, . .5 . . . - - . % ..',:... . "I P N hr. ,�;r, IN 1 I I -- ", ..Z,. - I ... , . ... . I I %441- DO P111-1111 ---------------------------- . . . .. � . .. 1�110L�- 5NN5 jo;N T -� ..."" ." 7 - �11 milpf2 r: 11�. . 1--� U. em) ---I- , 1. If �-,. 1-11 -", - w 11 �-, -- -�, v . i �Iw " 1�' I -.""'.�.'. . .. I "I . ,; I , 11 11. -- -.. �9 I .11 - . I 7, . . ".. I .4 ..,.". --.1 I -------- , ; v F_ ------- � YKA I � LINE TRIM.:- Sill* 100r. ---. .... 11 I.... I I 11, 11 -- -A - .... -',.x-- 11 -----, ...... 11-1- ..... --- ...... 04 x 36"REBAR 5TAKE5, .M'....."., �- ....'.. 11 I ',n' �-/," ,..-' , .-I -, V` I '21 Pltaun- 0 .S -.. - r ..--,�., ,�'. i . . . �,� I *\� I �. - , 1, - -, �-o - , . , , , . - 0 I -:11. . . 0 4 . I - 1. . - . . I ,., ` LAND50APE F,A-P,k- I 'ATEPRAL LINE - I --- W11-1 I I 11 - I , " -. , - , ! .., I- I � " S, . , . �. I *�/,%.`� 5/4" RO%, t CU57C FT, ... * . . . . . - -1., I " , , , . . . ., , 1. , . . � . .. % (�D EQE UE � $!M�16 , &62 @ gwir.-K Ce (fthom mountea) -------- --- - -------------------- . R.E*V1S10N.',S- CITY OF BAKERSFIELD ' LAN-DSCAPE AN--D IRRIGATIO'N DETAILS FOR VARIOU'S IRRIGATION -UIEAI)S S'I'ANDART) PLAN'NO., .. S"[1:-l' -_" , -- ()F --14 P P* AT'. M-WET) ReIl -Kx111c-%-'x DATE. L-8 P- L�8 IRRIGATION HEADS fw-% %a:) ,/ N. T. S. 4- n, (In; en� - LEO E TRIOAL CON IT n,p ----, NOTE5; - IWIA vx 7, W. 4, - TREET I&47-OF-KAY ONLY 510.45m) BEHIND, 4 16H�Otf-'-NAY L:NE 1. *EN CRDE-61%6 UN.0M ROAPKAY5 OR ANY OTIHER HARD RWACE, -0TRICAL HRIN& AND WArER LINES SHALL 113E NSTAUM 2.5' ALL ELE (0:16m) PEEP, IN A 50EMZ 40 PV�� SLEEVE. %ZEVE SHALL 5E 2 TIME-5 DIAlh'IETM Cf CO"T / PIP110. ALL ELECTRICAL W"IT SHALL HAVE I" HK 01k Ft* 110VOM AM 2" MIN, VIA. FOR LOH VOLTA6E. 15LEEVE SHALL EXTEW 1.0(025W BEYM HADRSCAM ON ALL DOS 5. IMPROVEME ", HTN THE DMOATED 5TREET RJ&4T-OF-HA'� MAY REWIRE AN OM STREET FEWIT. CHMK KITH CITY ."WNEERIN6 DEPARTIOW FOR REWRB�ENTS.. 4. KqEW OFM 511C-ET 005 ARE REMIRM TO INBTALL VARM 'O/OR HRM ALL STRET PATC441NO Y40N R96ATION LINES A THE 01Y R16HT-OF-HAY 9*LL BE IN ACCMAW2 Hn CITY* -12 OR A6 DIRECTED BY THE CITY EN&IW-M STANDAF0 ST 5. ANY AND ALL C44ANOM 504.L BE APFRWED 13Y THE RWREA11ON - AV FARK5 DIMTOR PRIOR TO IMIDOTATION 6. ALL ELECTRiCAL WALLATION SHALL BE IN AC4MAW.oE NITH -00*0VATM, 5ECT10h C11Y STMOARDS, MWACnM�5 RE 20 OFTW 5TANDAM 5FWIf 116ATIONS, NO i46 VIRECTM 13Y THE RECREATION AW PAW5 DIFECTOR, 1. ALL MATERIAL U5ED- 5HALL BE NEX AND FRM M" IMPER'%TM, b, Al�, EILE6MCAL IN5TALLATIONS HnIN PARK5 OR FARK-Ak(5 50OLL BE WIFECTW BY MIC HORK5 ELETRICCAL SUPM�ISOR, i OTHM 60�"IT OR PIFINOMAY BE ALLOHED HITHIN ELWTRICAL q, b1O OR CONTROL LINE TR34CH, - - . , 9 - - " -.--'-* -A-.- .� - " , . ", .. , I ,-;, -. ,.- . . " . . . '. � I , ( "e. 1. - 1. '. I . > -'^ ..!C�v � .. , �q�e. 1. � 1. I vl,.j '.' " .. I I * �.. . . . , 1� ..;.. . z .. IV, I ;'., . ,,,,. - :, .., 1, &I -,:�!-.- . .!� . ..- . � I .. I . . ..., , 1. - � �" , ] , I - , I , ,:!� . � . , -�, -- ".. . I - t .. � . - ,� .... , , - , , . .5. . . , . ; . ., N�- 11 .: .. , -�, , -� 0 - - .,. Z, 1".J... It , 1? .,-�. , P.% - - - . -.. , .. .- - ' ' . :;e, � . .f,. '%e- , .- . .. - �,. 1'.6 1 1. -! .N� .1 _ , Y " * �- .. �, . I -, 5'.. ...,-. , " � . '. I' � . ' ' . ' - �-e'- I". I, ", 'f I -�:.,,. , A,, I , , $1. - I . A . - . . " v. .. � - ... . .- 1. I I ;�x , �k` * , �-, & 1, � ,� " ��, 'e., - . , � � , . > . " . . - ;.1 .4. .. �', '�' , ". " , '' * . - - - - . �:�. , , . I � �, .1 " . , - '.. -. , . - - 1- -1 - - �� J 1 K . �.' .. .�, --� � -1 :� . I R10AVW 1; R*Z�56,An : A 0 ------------------ � tm 5LEV. � *6 I E I J(�,OZIUIT j/P1F:'-N1'6 --4 --- - - - ----------- - -- FIL AN E/1:E:H] I I ; `(6,: . 40 m 'f I , -- I I : - I , : I . i I - , - I i -9 FIN&HE, 6RA,7--*. - "I ! 77 77 79,7- ..". - - 7 � . .. , m 7, - - 7 - - I I f . , I �- I 1� I 'AR - �- -, , " - ROAPHAY ,' i- . D'5� v- . .. 91 � . ,.w. , I �--�-.,,'- , �11 . 4..,.- , I 11 I - . . . I m)o .. � � � . . . 1. ­1 .11 . .. , . :, 5-----L-r-x-v-E5 18 IN a w m M. CITY OF B�AKEIR"'.SFIELID'"'� DETAILS FOR ELECTRICAL CONDIA1 I "rRENCIIING., SLEEVING, ATN'D BACKFILL : : : : : : WS.ff -,A : - ED 11' � Or.." - 1-4. Af1ff1R(.A1- : . RCE >11.11cxxx D.ACIFF, P19-wv REVIS.IONS SI'ANDARD PLAN,IFINO. -3 L �3ELECTRICAL/ SLEEVING/BACKFILL - - I I N.T.S. "' p MOU'r, :: 0 5TAINLE55 5.rE'"--L , R. J 60\N1Tq10.11 .Ur-r- ICL05, AIE ---,*- I EN W.01 AU70MA-,,1,r .. ............. ! ! LERR OONTROLI %. FNI5H--- -A - C 11 A�)E AUTOMATIC , CONTROLLER I . TOF MIOUN-r .5 5TAINL=- 5 5TEEL CONTROI LF-R---_ 4- -a �ruN`IROLLER &03455EMIIBL'� ' , . Ewl'-L - --.- 051JR11- (r,-, 5 A 1) 1 W, w - U 0-!: 5 & F I 4 TERMINAL 5TRIP5 H110H 11, ACARD5 F. ..." , .0i, ('01-1,M) -' M.-IN, - . . j., -p *1 ..J3� ... .... .. .. ... ��., 1-i�ff- 11. . . . .. . '.1 . ". �, .; �-� --.j W. - , . �,S. . .. � "'.., - `-,� , � .... - .... . .1f P.- / DIREiLevT BURIAL , . . .. . , '.. . . � . �; - I - - ..N1r"1-W---.W ... � - . -, . . �� I i . - / COWROL INIREE-5. "e ,- . . -:�. '. '.. P , . �: .. .... ". 11 . ", 151p.r \/,c .� .� ... �,... ` I . � . - *)L I ... � I 0 CONTRL . 6 �e E5, % /ALVE i ". 120-'%/OL7-5ER,VICE � \ i IN ,GONIOUT. '----F'VO L01467 51A-E-EP ELL - .. . . -.-.....- . -E-QUIRE-D, . FW45�� 5 I AZWE Aa R . -0 � [ -L SPB-2255 MODEr ' ' :'ROD11'ZT5) (STRONO BOX 5Y IVI T 111 i OR AFFOROVED ,E�M,A!- ------.. e I %-/ , N IRRIeATION CON7�ROL,L-ER ENCL05URE �^ ) - N---.,., 1� N07 =5- L . 1, LGEA -,5r�- � W PVC COMIT NTH AN ENCLOSED 5� ALL IRK16ATION. INSTALLATION %ALL BE IN ACCMA&Z KITH - r - -001A PULWN6 'TE %.AD A.5 CATYSTMOA1105, rf LArEST EDITION a HE CALM - 16K, aA56 "B" 00W.AE 1 CONSTUoT 0500MM) TH WM, AND MWACTMM RM04-MA110N, SEC11ON 20 OF R521ftT TO RWZI'VE THE FTOST& MMTM IWISA,nON CONTROL. PtSTANDMW SPECIFICATION5, AND A6 DIR-Er.-TED BY T�C- CXOCK. COWAOT 0.5' 050m) BA5EE TO qO% WILATIVE RWtEATION AfV PAWS OW4,TOR. TY PRO -V111 OF CMft"Iv. 5LA5. DEW I R TO M-ACMVIVI 6. ALL MIATMIAL5 SHALL M NSi ikV MEE MW Mf WTS. 5. ALL IRRIOAPION 0ORMILLER EWCLOSAM SR4' BE TOP MOIJNT� -, OF A VANDAL *0 OCATWIR Rr.5115TMT NATM, MN4JFACTWW 1, SEE APPROYM LA)MAPE / IRK16A110N PLA* "T' AWLECOM POP, SKCIFIC MOM owlt5ISIZE, ' ; B\ RF.111-Y OF 504 6001=1- F,,A-1R1Z% STEM 01JANTITTE-5, MANUFACMARM AND FEWORIH*�[- REWIRENW5, 16 KNE %. E X T E011 0 W., F E T-1 6 � 4. PWRED COWWRETE EWE - 6" MIN. THII SEY,00 (XTSIDE DIM5611ON5 OF MLO%K ATH i/2% %.0PE Z�� AW AND ALL CKAW-zeo I" THIS 5TANDAW %LALL BE APFWVFD 13*f THE RWtEATION AW PAW$ DMTOR PKOR � FOR MAINA62E. TO ANY TYPE OF CZ*- TRZT10N, . It 'L REVISIONS CITY O"F BAKERS'NiFIELD . DETAILS FOR TOPMOUNT, STAINLESS STEEL I I CON-TR.O.I.,.-[,.-ER.'ENCLOS-L'IrR'E ---------- vvwvwwv~ I STANDARD "^ NO. PL,kN- ! 14 IC111TY, - Of . ...... 11- ATTRWV)ET) RCE XXXNX 1) - ATFE--, I L-7 L�7 CONTROLLER ENCLOSURE N.T.S. 1 4 ,S-ff r 2 o-F-, I APPR(WE'.1) RC-E, XXXXX STANDARD PI,AN"NO� - I DAJE L - 14�6 L�2 PIPING AND TRENCHING AI - . I 100% I N.T.S. : TOP OF VALVE BOX 2.5'(0.1W . . FIM*0 GRAVE - 1,01 (03m) � # I OOF (5FZ- NOrl: #3 ON EXPAN510N L " ' NOTE511 - - . . � �, ", - / " " j , , , I , I ", .,. - . - ,.%..�, . . , .. . . " . - r---- I - .;.,.,N�,,-----"� - � . I .11" - ,_�.,�- .- -/. I.- -�: '. -;- �, �-,,. " -.-\ � -- ." 1. MN M554NO WM ROADWAYS OR ANY OrtfR NAPO WACE 1 1, - , .� - '. "I I I - - . 11", 0 � I . I � � . I - . . . . . . . ..11-�.* .. I - -07RICo6L 141106 AW MTM LM $HALL BE INSTALLED 215 I #LL M.r .�4. e �'... . , .11 . I .. , - , ; , -� �, - 11-1 >1 ., K..PZ-- " � **!= . .. , x N, , ... 11 I �, -/1 OW, ON . 'I" C . . -1., . IX, � , , I 1. " !! A . j - I t I . . '. 4` L -�% I .. % HIRE "I �V.%. W1 � i �� i :�-;�;��������������i�����:�i::���: �, I � . �Vwi�-`�,�t,�:- . 1. �V - . . . . ...:...-.---... � �,�t--fi!i!�! �,�' , 'Wc-V��..:�q ..AMR%. �l�i-"--..-."��� . . " . . . � -,��� . . . 4��I--"illl��� ���..*".."..'...,���..."�.�'������;�� . . . I,- 11 TIMES DIAME1TIR OF COWUIT / PIFINS. ALL ELECTRICAL CONDUIT I "-;�� I- , .-..: fz:: . Q : , PVC - 4-0,; (0.1m) : [L. (TT) e�., . .A . I. - ' 5 w 28 MIN. DIA. FOR. LOH 5H - -VEI'" ,DIA," -ALL M I I IN I . 1 10 VOLT - A., I., % 1?� - .11.1 "I .I- " ... . . �1�1 * �.$- I AVO TWEADED A0 11ION -.--,� .. L '" I .. I I 1�- %�. :; I - VOLTAa, Sff- 01T'�STANDAFVS SHEET L-5-, DETAIL H., . 2, HHLW- 1"If RAWO MAXIC4M MI&ATION SY57EM 15 M-AveE M"OWI 44 I I.. -2. " NEAR THE MAIN LINE ... .... . . - . a � I , .. '%- . . . . . . . . I 1, PUY2 'WIOATION 6WRCL SPECt FIED� THE MAXICOM CABLE KIST NOT COME INTO CONTACT -:�' .A 'p, - I I "7> - I'-. AT 1�f q O'C-11,46K " -. - ... "N' : :: . (" VIEN 15 FOR VALVE . . - , . I : . . ". e. - . . -- . - .... - AK , � HIRZ N H114 701-E POOM SUPIOLY ORVALVE HIR1146. UXATE THE MAXI- Z, . � , I , F05110K .:. �s,'.: ��'. - I , � 6 , . . : .. . . . . . 1 N90t . , , * * x 1 I 0 , ----� , - , .f",Y 5)NMED AW TAFEED AT 10' 3.c") 4-km;�1&5, 1 COM CABLE WAR THE MAIN LJNE AT A q 0`61jXK POS11110N. , " .,f:��. �r... `.1 % �'..% , I 5- . , ....... . " 1c, . ... ... N. .. L0(,A'T AM5 Xr T�E 5. IF MOft. THAN ONE LINE 15 IWALLM MR Tft%oH, FRI-OVII-M .1 ./ . , � C��.%. - "y. .. .. -- � 0'a%x ",rlotA, -. I * I HOR11ZO - AW VM. ICAL 5EPARATION, 05 (0.15ft I . NTAL 4, ��.. I , . .. .� . . .. I'll, . , ". -1 . . .�.. � '^ .- I .-. ... , ". I - I , I + ALL P%/6 SOLVSiT (6.10 %K 1. BE #111 MWIHM I$ �- (�) MAIN LINE REW NLY� AftV ON MAIN LISIE 0. , NOLED AT 10'(5DW INTMVALS AND M-ACED NEAR THE � . I . I I 5� LANMAM AND IMOATION IMPROVD4WS HTHIN THE NOTE,5-. SM CITY STA)VA" %M L-2. - AY MAY RMOC AN OM --K DEDICATED STRM R04T-Or (0-AlLL 141W COWTICM SHALL EC HAT5%PR00Fj*V AFMROVW ..........t;4.�;.;.;.i ��i... ..i.i;i;i;i;;;� �iti�ii ��i�i.!:H 1:::j,:, � .. . . .; ,.. ii,:����i:�:i:�:�:i�i:iiii�i.i::.::.:: I . -.. I .X!�!. . , . �;.��;;,;:i;i��i;�:i�i�i!,�.�:�:,:.:.:. iik;w; . iti!�i�i�i;��i;�ii;�l�l�:����:�:!��:�� � 1.� ,1..?. .i;�;!;�t . ..;W1 . . .b;.Zp . .1;1; ;!;!;.itt;tiiit;titi�;�i�!��:1:1:i:�l.:��:�� �: I . - - 1. :it;!i,�-t;tt;!;�l,.,;:;�;:::.�.,,.- � ,:-:-.�, i;-;-;-;!i�;!;!;f::,:. - I .11, I.- 11-1.11...!.. ...'.... � I.. STWEE FEWIT. CW-CK A: CITY EN&NEERN6 DEPARTMENT I V (O 3H! ' , - 6Q *A, , -- r-NI94M I .ALE , FOR MWINEI-M5. - ---%--I'- . . , 11W TO 110 6.4 - EN r . W- r PE (SUP � TA - ARIOU15 I.M OF. 51IRMT $AW . . 1.1 V . . I .- . .1 ........ . � '.... 11 � 1 . . , . . 11 ". i INKOATION WOM. VALVE BOX WN VALVE ID TAO, T TOP OF HE ;,.", �, rl " I el 11 " �-,z , , . ,� , %��,., �.., I " .. PRI&ATION LINE-S AND/OR k4IRE5, ALL STRM-T W,1641146- HnIN . , . ,�,%. AND 20' (SO* AWVE FINWIED SRADE IN KAM AREA. TW -E SAM - LOCATION. ONE VALVE 15 INSTALLM IN TH - E ,� �, .��";e , , e - --MY SRALL, BE IN ACWRVA%,oE THE 6rrY RISW-Or : NTH 011y . . %'�%,�-- %.. , I -1 - I AW LIDS SMOK MhT BE APPRO"YW BY THE RWREATION AND PARKS DIWTOK ��, L I : , - .,!� ..., . 1> , - STAWARD5T-i2 OR AS DIREOTED BY THE CITY 010NEER. .-I:,- , ��, - -� ; ,X- A #: >;�% U, FIA LAWV,ff',�-1� - - " - . i I ls� CITY 5TANDARV5, THE LATE5T APFROVPD EDITION OP TW LNIFOW N�, . A /% ..� " .,;.,./. , , , 1. ALL IRRIOATION LATER& LINES SHALL - BE: CLA65 200 PVC. N N 11W. HEAM )� I -% ��,--11'1% �- A " �;.� " IF A LATERAL LINE 15 LOCATED UNI;PER A HARD WW-ACE-, - - HN .N - . " " * -N w -x- 10 A I.L VATERIALS rffiD SHALL W- NEW AND FIRE MOM MFEC;TS. . .:, -/ � v I , � . , 50MLIE 40 FV0 15 MWIRED. *4 FOR. 5RAUD- '. VI-,,%" -, " " AND PARKS VWTOR PRIOR TO 1WLB4EWATI0K RE(2JM FOR EACH MANIRXD OJMXZ OF VALAS). EXMA . " ,.�.', . .. , 11 .,�. . %.'.� , . " -4 I - IRF : & Ht- N T, ME 15 A CHAWk IN FITTED DRECTION, ALL JOATI-ION W HEAY-3 , ,,�---,-- - . -;:� <.,-.. % OK-RATE VALVES. (ONE COLOR FOR ALL V&VE )qIRE5 4 ONE COLOR FOR'51MCIMO WM 104M, SIZE, 0JANTIT"', MA4r-ACTt01M ,. .. - % 0�1 MAINI I LINM LAPZER 114AN 2.0' (50m) IN VIAWTER (MC515)RE . ML.m 4.1 � f��, .., " %4 , , " -,,�,� . DETAILS FOR REMOTE CC) N---.TROL VALVES . I %. �, , . . 1" LINIM) 5KALL BE 56004M KT14 0OW1.ft*T-r: TW671 BLOCKS IN -1.61e (J-) . . � .,f..U.. I . - '', -',� . . ... - BACKPILL I .. . ACZMAWE H1114 MANUFACTME'S RECC"OVATM AW -... I .. I � -%. (n . ... �. �" AS DIRECT W- BY 1+E REVE-ATION, AND PARKS DIRECTOR. . . '. - . 1. 11.1 "I " - 5M C,ITY 5TM'PAfV SHMT L-5 FOR TH"T SLOCK DETAIL. .,.!..y 4XII I If ,<Z/., .1 q. ALL IWWATIONMIAIN-1*5 2D" t5OMM) IN DIAMElMl AV - mp-O" (�) LA. I: gRAL LINE LEW %ALL 9E %HME. 40 PVC,. IRWATION MAINLINES- OMATER 2 - T14AN 2.Op (50W6 IN DIAW-TER SHALL BE TITE PVC SCHEDULE 40 ORI w wmwm� Af"OVW EWAL DY'rolf REM, I-ATION AV PAW-6 DIMTOK c-% f -@� .. F*-- w ALL BE AP?RaVW 5"r .1 .1 . 10, ANY AND ALL C44AWM 5R I E W. RTEATION i ''. I -514 r, MADE 10 . � FIN. .L. - V : -A* ------- I -------- ---- mw -1 AW, PARKS DWWOR PRIOR TO IM.av!ENTAWN. � -1 . v . I , A .. - .. '. .. , >�,�%% .�- ... ;, , - < -,,',;��,<'--, I �Z-�/,�"77"`�"` I I.� ALL RK16ATIOKI INSTALLATION SHALL 5-E IN ACCORDANCE HITH `i% , ,... !� "', � 1A --, �� . If, I � X- m -V FOR LAW-rc .. , " ,., "'. - % ,,,%. -�`- ,m� " Al . " " * AW W ..,*--. " - D,W-TILI - MP.A(,T 0111Y STANDARDS, THE LATEST APMDVW WITION Or- THE UNIFOW TM-f-E-AM . �- -., -2� ... ... ...... .. .. % V M4 M.11% TO CITY 51"AWMAD - - I PL"jJWf CAODEs. ~- ACTUREW5 RE-COMM-ENDATIOW, 5W-TION- .. .4 " a, , - V, . e%.% � ST- 1 5. sm-- CAL IM A* SPIM55. . -61FIC -CTM BY THE - THE STANDNIV SPE -ATION5- AND A6 DIPZ 20 OF " FVR �kljhll , u *.;$ w . , 1� I . FOR 5W ACE MAP'IENT OR I �, RMPEATION W PARKS 01RF4TM TM W;W.; 11�1 I �5(/.- �% ;.:.7r. A VIRECTM 51� THE W.,4WAT.`0NAW PAW-.5 ECTIOW0. iZ ALL MATERIAL M.D SHALL BE NEH.A40 MRM MOM IMPEIRF15 , 1 $ BL85LM �, - . - 7' 1�`,, r/jn,4C.T0.k . 1* --/ 15, SM A"%OVW LANDSCAPE AND IRKIGATION PLANS AND LBOENI75 , IR - lx= --" �6 I LATNAL UW-- .. Ax>�t�,- -- iwr. % .--'11 �"1.11:*�-- " L�" X - ' FLAG - MOATION C,MTROLI FOR SPECIFIC MXEL RNMR, S-1= WWI fTY, MANFACTLRM, AND PERFOWANCE REQUIRBktNITS. I -":, (.- -1. I ,A<- , 4 " - minti NEARlIff MAIN f�-ACF- MAXJCOM KIRES . , . ,.".,.. SWUM? AbV TV M- AT 14, NO OTHM C(MIT OR PIPW MAY EE ALLOKD *"m T�EM'N Lic- .. . . y KI-11HE I 0-'=%K 11 . . - 1:0'(3DW INTM�AL.5.- w 11 � .. LXATE X.- . - ,�, ' TK H W5 HITI SIN OW16ATION PIP[% OR CONML LIKE TRE ,,H. V 1005-MON. 11;_1 ,�� % 11 � , . , . I . . , I 0. , I mi � - I . . 11�.� "'. - \ % .51. 1. ; . -... j?" -1% - ir,?-- -� , INE-5, MULTIPLF. L. k T - ) .. �-� ------- CITY OF BAKERSFIELD . --- REVISIONS DETAILS FOR PIPING, TREN-CHINQ, ,A-vN--D BACKFILL w 1 4 ,S-ff r 2 o-F-, I APPR(WE'.1) RC-E, XXXXX STANDARD PI,AN"NO� - I DAJE L - 14�6 L�2 PIPING AND TRENCHING AI - . I 100% I N.T.S. : TOP OF VALVE BOX 2.5'(0.1W T =- (ro F" � .. MA�N- I I OOF (5FZ- NOrl: #3 ON EXPAN510N L " ' ..... OR aL (5v 1 L�N-E TH-15 5HE ALL ARZ-5. � Irl-INISHED 6RAL EV- ----- Fm r---- I Z. - "�% I --% "�e / / -, &-fIVI-1:�". .. '16K...."�'. -<6�Z,, . %K--.--:-\',%�;-:`�- \-,/�- ---':";Z�%-%, %'��-'%�. Ill* �. . �w I'- .- �- -.� I - ----I � .,�- '� � - 7NA ,%,'e, EXTRA . i "", COW ROL I I - - . 11", 0 � I . I � � . I - . . . . . -/�Z� . I I ... - - CIONTKOL- % I 11. k4iRrE:� I .,.,.,. ..?."*.,,�...,.�,".,.,.��.",*,,.",".,,."",.*...,��.���.:..�i�����: �. .. -.... - -....-I.. 11 --, , � 1,., �;.' i_ � , --- - I A.Z.1-1-1 IT REZILIA-IN � , - , ; , -� �, - 11-1 >1 ., K..PZ-- " � **!= . .. , x N, , ... 11 I �, -/1 OW, ON . 'I" C ,� .1 . ... .. -- ... I v1. .- '�----- I 1...-------1-. I I � . i I . . il..��������������������:�:�:;:�::::,... � . ........... . I - VE . : BALL VAL :� ,4 : - , 1E '. : ft.1f cr-5* -) ,� . . -,., 1, -%-- 3c . .�,' %.� - . - L -�% I .. % HIRE "I �V.%. W1 � i �� i :�-;�;��������������i�����:�i::���: �, I � . �Vwi�-`�,�t,�:- . 1. �V - . . . . ...:...-.---... � �,�t--fi!i!�! �,�' , 'Wc-V��..:�q ..AMR%. �l�i-"--..-."��� . . " . . . � -,��� . . . 4��I--"illl��� ���..*".."..'...,���..."�.�'������;�� . . . : : ,_-----", � : &EVULE 50 -- 56 "E 1ALE- AD PAST NIPPLE ,-;�,,--, . �- 11 . -,z� , , .�.. .-..: fz:: . Q : , PVC - 4-0,; (0.1m) : [L. (TT) ,� . 4�:, ,�/-� . \ I .11, -�--`.,% I .. I .0 �- - ") . I ... . . �1�1 * �.$- I AVO TWEADED A0 11ION -.--,� .. L '" I 0 v- �;;, ;- . 11 1, *"%� , , , . ,�% .�.� .. . . - . . /.,�,-. . . -,,;8V , %HEVULE 150 :.O*'- � --------------- --- � ..,..-- X" %. . .-,.,t �,,- SEE DETAIL "N' : :: . (" VIEN 15 FOR VALVE ., I , , . - =-LE . . � T141,-1`5 5�f ET '- I I . . .1 I%TAL : IATION - D-ETAIL V) Nil (T/T) - . �, - . .----Xh-- ,�'.., -1'� , . . : .. . . . . . 1 N90t . , , * * x . : . . - - .%, .. I..,..; MAIN ..., V ---, 1. MAIN I I— I I I INE ��, ,!;.-P. , . I ....;;, lit;iiiii;i�!; .�. .;�;.; -;I;,;,;v .1 � � .t;!im�;t; .... .... .!;!; '......... i;�...,..;.,;,;.;,;;i:i�;,..........�. . �. ,!;!1-;-; ;-.;-:-;..p-1 -1 I -) ELAN *VIEki R , I 5- . , ....... . " "Ole �, . I-IWE . - ------------------- ---- --- I -� - ----- - : g � . . I , 0 t L--1 .1 I ----- I I � . U ------ ];;r - - n!p;- - - ------------------ - ; I- - 1 53 5 U. 6 K. - ------.----0 � : - i . 1 �J, : - - I -- . ---- . - - -- � a ­ � OWAVO, z I 1 - (@ RCMQ17E !��QNM" Y6L\Zc 2ATION CORMOL H$PM (6ONT, ROL ANP C*+kN 5f4ALL 5. ALL IWIC BE 14 &,AVM UL. 5IN6LE 5TRAND COPPER HK TA",!D AW+ :;;; 1;i ii;-.. ...". I I i . ;; . . .. ....... 1b.- :;;I; ii Vi%! �;:;:i:i:i:i:�]: :- .;�;!;.;.;�;....,....., I I 1. I 1.1 .�...�......!L!;!;!;.::;,:,:,:...::.,�..... I . .... .... .... ..... ............... . - . . -:..-.:1-- 1. I i I;b;!,.. i;-;-;1;,;,:-., . .X�!;-;-- 1:11-1-:.: .. . . Vi ii .i;.;.;.;.;..�;.;;;�;!,;!,.:.::,, �: � .- --:1..!----- - ---?; ...... .... .. I .... 1-1- .... NOLED AT 10'(5DW INTMVALS AND M-ACED NEAR THE � . I . I I IWJOATION MAINLINE AT THE 5 MOCK POSITION. NOTE,5-. SM CITY STA)VA" %M L-2. 1.1 1. USE IMON ON AL. 11 #MAM JOINTS, (0-AlLL 141W COWTICM SHALL EC HAT5%PR00Fj*V AFMROVW ..........t;4.�;.;.;.i ��i... ..i.i;i;i;i;;;� �iti�ii ��i�i.!:H 1:::j,:, � .. . . .; ,.. ii,:����i:�:i:�:�:i�i:iiii�i.i::.::.:: I . -.. I .X!�!. . , . �;.��;;,;:i;i��i;�:i�i�i!,�.�:�:,:.:.:. iik;w; . iti!�i�i�i;��i;�ii;�l�l�:����:�:!��:�� � 1.� ,1..?. .i;�;!;�t . ..;W1 . . .b;.Zp . .1;1; ;!;!;.itt;tiiit;titi�;�i�!��:1:1:i:�l.:��:�� �: I . - - 1. :it;!i,�-t;tt;!;�l,.,;:;�;:::.�.,,.- � ,:-:-.�, i;-;-;-;!i�;!;!;f::,:. - I .11, I.- 11-1.11...!.. ...'.... � I.. - DiftCTOK. SPLICE-6041: NOT BY+ T�E W.XAT11ON AW 10AW5 2, ALL NIPPLES SRALL BE 5CWDLILE-50 PVC. ALL FITTIN66 BE. ALLOMM LNLE:95- AM1110VED 5Y rW Wft-ATION ANIP 6RALL BE %HEMZ 40 PVC,,. PARKS 12W.CTOR. TW APPRO�W SPLaS AILL IC - WREE 1+1E WE O� A 5PLICIE SOX, 3, XJ� IRRI&ATION COML 'VALVE5 SHALL BE M-#4W IN A PLASTIC INKOATION WOM. VALVE BOX WN VALVE ID TAO, T TOP OF HE 1, MAINTAIN 20 Ohm) WFARATION BETWIX-N RDWE- -( -LOW r TW VALVE BOX SHALL BE 2.0� 0* BE -1,NI%W C4.ADE IN TURP ITROL V,AL%&S (OMMPLINE TO CENTMINE) H4% MOFM THAN CON AND 20' (SO* AWVE FINWIED SRADE IN KAM AREA. TW -E SAM - LOCATION. ONE VALVE 15 INSTALLM IN TH - E PLASTIC, FOLLONINS Vk\ JE 80))ft AND UPS Olt AMMKOVW MAL �WT SE ABLE TO WLACE - VALVE 04THOUT OJ71W AM DMIM ACOL?TABLE. AW 1XVIA10N F0K'I`I%E AoarW MeS WWATION LW OR MOvIw"2 BOX. AW LIDS SMOK MhT BE APPRO"YW BY THE RWREATION AND PARKS DIWTOK 6. 4MR10%I&E, LOCATE VALYBor IN rl?E FLANIM AFZA5- Sl�*LEVAQ-VE-9-, ISM PRO SERIM 14"X14 P C-00t"A7W \/AL\/E SOX NIT4 60-T DOM C,0VER. CITY 5TANDARV5, THE LATE5T APFROVPD EDITION OP TW LNIFOW WICK C,0JPLZ3t-- NV9 PRO SMIES 10' *OU�V PL"I-W WOE-, MANUF-ACIMS REC041ENDATION6, 5ETION CZA&M&ATED %IAL�VE BOX KM4 BOLT 00M 00\T--R, 20 OF THE STAW'A110 SPECIFICATIONS, MV AS 01WECTM B'( THE . FREMATION AND PAWS DORM - TOR. . k4IRE PULL 5OX�, N05 PIRO SERIES 15."X20" ,0-4W RECTA WDIULAK VALVE BOX KITH BOLT VOM 00VrER. 10 A I.L VATERIALS rffiD SHALL W- NEW AND FIRE MOM MFEC;TS. 4. WALLATION OF EXIRA WRIOATION CONTROL HIRE fROM 11. ANY ANDALL 0AWS SHALL BE AMPROVW BY THE W-CREATION IMR16ATM WWROL CLOCKTO RDVTE CONTROL VALVE 15 AND PARKS VWTOR PRIOR TO 1WLB4EWATI0K RE(2JM FOR EACH MANIRXD OJMXZ OF VALAS). EXMA HIME W" BE A VFPEMT COLOR THAN THE ONE LGED TO il SEE AM9WVFD LA47%AMARRI&ATION PLANS AND LE6ENDS OK-RATE VALVES. (ONE COLOR FOR ALL V&VE )qIRE5 4 ONE COLOR FOR'51MCIMO WM 104M, SIZE, 0JANTIT"', MA4r-ACTt01M " ALL EXTRA HIW5� AND PERFORMANCE REMIREMENTS, . CIT'wy'r OF BAKERSFIELD REN-1SIONS DETAILS FOR REMOTE CC) N---.TROL VALVES STANDARD PLAN'NO. sur 6 (v ---L4- - , , L-6 . APPROV ED R c r- -XIN x I Cx DATE, . .- �6 REMOTE CONTROL VALVES - I I L-m I I N.T.S. I ... , . .I. . . I ,- - . . "I � . I 1i .. ,.! i .: " . ---. . , I . I -- I I . . . � . I . I'll, - . . -. . . . ,. . . " . � , 1 -.. .- '000 .1 , ..... iM -: ... . - .. � � -1 - �� .. - D e s i g n S t u d i o s I @ L a n d s c a p e D e v e I o p m e n t 5301 Young Street Bakersfield, California 933 1 1 P h o n e 6 6 1 - 2 4 1 - 5 0 9 0 F a x -2 4 1 - 5 0 9 4 6 6 1 - I 1. I I... I 1. i:::.: . . . . ...!��.,qiiq,ii .. .. .. � .......... - - � !i � w: - -,,� - - , . -�i,,, 111. i ,. i�r ���::��::!:::.::.:. .., : w��vwwwwi!v�,:i I - . . -,i�ik-'t . i . . . . .-.-VWVi i i � % �- - � � � 1�:, �.,.,...,.:..:.. ., _.., I v �w� ww��i - �'. ��, . . . .-.-.-.1�wwv`, , ,. ... . -:... ....- I . 1qwq1wi!VVwi!in - 11 ,� I.... 4VWVVV��VV`V- d - .-��...�.�-.�.,.�...�,.-��-��-:..]:.",:"�."'',.,.... ..... , I I .. 1. � 1. � .11 I I - . . I I . . . . � � � I a , � . . !- .. .1 ... I I � . . - I . � I � -1- I ,-C!N,N!-','v01:-. . . '.. .. I 1.*. .".-.','�,,-����""*",*",*",,���������i:�������:��,,., ... I " ..'�."-"��."..'��.,..,."�,."..:�::::::::::::;.,.:..I - .1,1-1 . I..i.�,vvvvw.".�.".� " - - .''. ... � ,D! , ,-.�:1----- 1�. - - � � I ........��I.I..,....�..,.".�'....,..'� I -1 - - ------ - - , - - -)'-� - ..!WV���.�,��`?q , - , .... 1`,-wq:i1.`- - - , ..- � � . ".'. ", ,--- � -,--,� - - - .. -1.-.-V-1-w1-, -;--� "'' I I - - . 11", 0 � I . I � � . I - . . . . . LO .,.,.,. ..?."*.,,�...,.�,".,.,.��.",*,,.",".,,."",.*...,��.���.:..�i�����: �. .. -.... - -....-I.. 11 --, , � 1,., �;.' i_ � , --- - I A.Z.1-1-1 . , . . . . � . , � .. �. , - . ... � I � .... . I I Q ,� .1 . ... .. -- ... I v1. .- '�----- I 1...-------1-. I I � . i I . . il..��������������������:�:�:;:�::::,... � . ........... . I , � . V.. , .- w- ` . I I I I.- �V.%. W1 � i �� i :�-;�;��������������i�����:�i::���: �, I � . �Vwi�-`�,�t,�:- . 1. �V - . . . . ...:...-.---... � �,�t--fi!i!�! �,�' , 'Wc-V��..:�q ..AMR%. �l�i-"--..-."��� . . " . . . � -,��� . . . 4��I--"illl��� ���..*".."..'...,���..."�.�'������;�� . . . . -, . J..''. I . . -11 : � . :;, - � . . I 00(* - ... ­ � M., . w: � 40. r � � I � .. . , , � ... . . . : � L0 00 0- 0--. n v- 0 (O _ ....1. .!w-.!.iw,-i�-`, -�V�.. .;,.,:; � i. --. . .1 � .w. . -..�V�.1-1-i.V .�. � I I 1-1.7., 1. .,:.:� I I I-- . * . Vir ,: I I . � : x w 1--� ..... :i. �,)�. .. . ... I i. '. .. I . . ... i-... 44�-��"'-!: . I j-,i.,mv-! ��n�3� - . . I . � . . . -:, � 1 .. ,� 0 , I , ,ff . "m . .... . , 0 v- W� --.. -1 .... - 4.-, .... .. . - .. . . - I I v - .. . . m.Vi.ii; ... ::;;t:;:-...: - - � I I -ppl . . I.. ;:0!i`---..---..- . ill �,.� :- ;!;!;!;! - .!;!O�!;� � �: ib-�;-;.;- . ! .1 i!;lll*t;i;i;i;i�i:i�i� -,i.::1' ..;! , ......... ��: ... . . - . A I I � �i .1 12� 8 I I . . .1 0 < < (L �e U NO .... ,!�0�%!V;4!;!;N%`� .....) -!i�i!; ......... -;:p:,;::;.:;, I ;�.....-;4r;.;�I.; . -.!;�;�;!�!;.;!;;;.;!:I.i�i��'..!.!:!; ... �;.L.Pzl�'-Ni-., -... .....1. .� . -........ .. . .;;i.;;;. p, . � � . I . I; i.;- ,: , . . : .. . . . . . 1 N90t . , , * * x . I � 1. I . . w (.) d � ,!;.-P. , . I ....;;, lit;iiiii;i�!; .�. .;�;.; -;I;,;,;v .1 � � .t;!im�;t; .... .... .!;!; '......... i;�...,..;.,;,;.;,;;i:i�;,..........�. . �. ,!;!1-;-; ;-.;-:-;..p-1 -1 I P, . - I P, . , .;.,. t .. . M . . (D 0 -1 M .;1;%n;R.. . I I , 1; b; ,. I I i:;!K�;;, . . � !; �;iiii;i:iiiiii;����i�!�i�1:1:i�:��;����� � : .;!;;; I .. ..... 1-1;:;;, t:::--:. I . I . - ----- - : g � . . I , 0 .. . . . . 0 LU - - .;!;; � ; ;!i-!i:i!i!i�!;.;,;:i i:;:;, i. - v �t! 1. 1;: -r1-;1;1;!;`;- ... .. . . ;1 .1 ill 1;1;ilill;i��;!�i:!:i:� ik� �, .;;;;;-;,;,;,;-;,;.�:;:;;:�:�.:,�... � rt-,.......� � : :. _;;;­,;­­.;.: . ;; -;;;1;;;i:�:::;F::.:,, �. I -.�.,O-. �, . . I . . � . . I X -j U- m --- J (1) -R-. :;;; 1;i ii;-.. ...". I I i . ;; . . .. ....... 1b.- :;;I; ii Vi%! �;:;:i:i:i:i:�]: :- .;�;!;.;.;�;....,....., I I 1. I 1.1 .�...�......!L!;!;!;.::;,:,:,:...::.,�..... I . .... .... .... ..... ............... . - . . -:..-.:1-- 1. I i I;b;!,.. i;-;-;1;,;,:-., . .X�!;-;-- 1:11-1-:.: .. . . Vi ii .i;.;.;.;.;..�;.;;;�;!,;!,.:.::,, �: � .- --:1..!----- - ---?; ...... .... .. I .... 1-1- .... X . . . F. ,:- .. . � � 0 - . . � . I . I I 0 2 w 0 Go Uj c ) , Ne '..I .. X 1! - I . . - - 30. , Lc) -4. ..........t;4.�;.;.;.i ��i... ..i.i;i;i;i;;;� �iti�ii ��i�i.!:H 1:::j,:, � .. . . .; ,.. ii,:����i:�:i:�:�:i�i:iiii�i.i::.::.:: I . -.. I .X!�!. . , . �;.��;;,;:i;i��i;�:i�i�i!,�.�:�:,:.:.:. iik;w; . iti!�i�i�i;��i;�ii;�l�l�:����:�:!��:�� � 1.� ,1..?. .i;�;!;�t . ..;W1 . . .b;.Zp . .1;1; ;!;!;.itt;tiiit;titi�;�i�!��:1:1:i:�l.:��:�� �: I . - - 1. :it;!i,�-t;tt;!;�l,.,;:;�;:::.�.,,.- � ,:-:-.�, i;-;-;-;!i�;!;!;f::,:. - I .11, I.- 11-1.11...!.. ...'.... � I.. . . . � . � . I . I � . .. I I � I . . . � I . .1 11 . 11 I I � . T I ... U) z , .#-; 0. a I a 0 15 @) < (n �j z Qm < - 0 z Uj Uj < � "t L) 2 W 0 06 W% . 0 . (y) �j 0 0 (n W w 0� U. m � < � . 10 Aft co 2 F� < w wmwm� c-% f -@� .. F*-- w U) 1: � �e III > am < a= - .I-- 6 ;) r 8 a. - C 00 < < 0 z (/) w 0 D 'a 0 0 :3 , - z M < 4---j - . - 0 I a (a � mi a w �: I X� U I I � I I I I -1--r a) 0) Q,) m - - 0 E � .r- a M �: 0 = - III. � ,V � 0 CN V � 0 04 1 1 1 1 1 C 75 0 - 0) > m-w a) 0 q LO _: m m oc� 0 I r--� I I I I %- .� 0) - 0 0. I m1- z -0 0 . - w (j a) -0 r- W, r- w m , .#-; 0. a I a 0 15 @) E , 0 8 ts m w Q W :5 1 - 0, = m Z ;0 &- *-- - W 19-1 0 0 0 -r- c ? 0 0) .2) I- M am 0 0, 0 r- 0 ; .8 .0 0 =- c-% f -@� .. F*-- W.Q 4- 0 -J - 0 I m , 0 w - .I-- 6 ;) r 8 a. - C � w SS .2 , c .1, 1. m y 'a 0 0 :3 , - 0 0 4---j - . - 0 I a (a � a w W, w m . 0 r- 01 (a cm CL I- 0 'a ".� ; co I . L-� 1 a) x -a - ell w - z 0 U) I." �: 1a) - r- � 0 LU 0 = 0, =- >% 4" r Q-0 0 -b-p - r & 0 %b = 0 - w - � Q . p 0 a .r- = �, 0 - - 3'. ii z LU 2 z � 2 & a - �: m 4&j L-= �5 WI I I. 0 U 0 0 " E '§ a) 0, 0 z � -U >- t: E 11 6 - 5 W CL - . (i . I . . . . . . I 2? a) . -31 m = 0 r- -wa W. r- 8 � . . z r- ,Q . w - m 0 't 0 a cl. 0, :5 0 0 S :9 m- > > v , N . . I . . . I . L- r- 4) = 'm .- (S O� . I I I IN - TITLE: DRAW11 1G STANDARD DETAILS i S 1.11"... ..�, � . . I . - . I -1p '..i - -.. . : lr�l A . -1 I 'If " - . � -, . I cl-t) f , r7k . .., . ".;.. I--....--- 1-3 �� "u,"', -w � .. . . ,w. . .... ".. _.� .. I .. .. � , %.1 .. A.-i" �' :� 4k I * ILM-.. � , , �� .. . I - . -, Z- . .. - -wit- , . � . . . . . � 71:�, APREL-30,2015 - ' . I � Exp. Date .1 cxvx DATE: 04.0,8.2014 SCALE: N/A DRAWN BY: CB/CA I J08 NUMBER: SHEET: LS�501 SMUT I 0 OF 14 I BUENA VISTA ROAD MEDIANS -0 a5t — o.511 RAD. (15w.) 0,15m� '_ T-IFICAL ALL !:51VES 0=; rr-Na 6RADE 2% .,14AIN LINK F:D6E _j .10'. (5EE- �.­OTI- OR HOOP FENCE reQ�M-MOMA121P-51 OYRAD. (15MM) SMIPARATFE TUIRF PROM PLANTeR /_rTriCA)y ALL 50r.-S 10 0 0.5 FINISHED rYP110AL TOP 5.-IXe.�- 1-1AX. Fk- L AKAY FROM FLAYORO�V 71 c �-Oilrf-:Mvl LAINN 5AND -_W WIAL 71ED ---- ------------- LOT , - 1�. ,� "A '_>. 4 b. 0 5 0 1 r M.) TIN 10 K EARTf4, �1%_ .1 • F v `-Ea -TE W Im % MO P4 5TRIP AT CHAIN LINK % FENC9 AN2 !�LQQP F00E X, ---------- 1 0 BLXK NALL .2m, L-WW ACT F-P EAR14 OR FENOE M !.XP1R07`[W ON LOT 51 ELANCOAQUND 512ENAL PE 0 O ITT: . 5 0 LT . RAPA5m) 6RAVE I. W*TKC�l A DMF %M JOINT (19 AT ECERY FeCE P05T AND TYP`(�AL TOP 617E, F-yaky 15' (ohm) ON ALL OTWR CMWTE WWACZ5. X alcyl (5cw z All, . --c --:� r- COCfeM SHALL BE WWACTED TO % /1%, . Z ALL AREAS TO RECBVL % % "Erffi Nor- CIM RELA71VE DE*ITY " A11)" OF 05 (150mr) OR AS (0-23m) commmv A"ROYED BY 7W RECREATION NO FARKS PIPLEZT0R. EARTj4 5. TOPI OF MOK STRIP 5HAW_ BE ID' (25mm) ABOVE FINI%ED 7. 6RAM 144a ADJACENT TO TLW AND 2.0" (50m) ABOVE vN, ------- FOOTIW- FINISHM 6RAVE NmIEN.ADWoM TO PLANTSIZ. % ME ON T�E LOT SIDE OF T�E NALL115 HiGWA 4. W. E TW. 6KADE TI-i1C.< CONr.,�.TE 4: A VON ST IF T14M THE 6RAIX ON THE 57RW SIDE OF THE KALL, HATER PROOF:11w 15 RMI 5EE V. STAN PAF0 54V L-q DETAIL 64 FOR KATER PROOFIN6 RE0110*005. BLOCX -------------------------------------------------------------------------------------------- 5. A qD' (023m) HOE C"RETE MON 5 MIP 15 REWHRED FOR AU -------------- ------- --` 7C LAHN M11EA5 ADJACEW TO AN E)(15TI%5 OK MWPOSED MMWEMALL OR F M-E- ---- ------- -- - C" 5TAWARD %-M L. 1, DETAIL 'M' 4 IN 6. ANY AND ALL CMWPM F%OM TH5 57ANPAf 0 DETAL 5i� SHALL, OE APPROYM 5Y THE fWWATION AV PAWS DIRELTOR PRIOR TO CmTpwT10K 1. ALL COWAM SKk, L SE CL k% W IIN AUM- AW2 NITH FP—L A —W CITY STAOAF05, THE LATIMT EDITION OF SMTOR 15 OF TW 5TAWAFO 90901FIOATM AND A5 AFPIR0iW E T RMMAlrION MON STWP AT AV PAW$ VORMTOR. LIALL A10 fmENCE b. MOK STRIP &OW KALL % . 11 21M PILA611M q. MOHSTRIF SKI- BEINS TALL M AT AL� PROPERTY LINM. CITY U`F BAKERSFIELD REVISIONS DETAIL FOR C01\'C1RETL- MOW STRIPS & PLAYGROUND SIDEWALK STAND.NRD PLAN NO. I(­ NXNAX a 14 APIP-11MVE.0 DATI: L L�l 1 -MOW STRIPS N.T.S. CAPI PER APPROVED rlolxcl f_ V-1m 04 ig 73:24: ((,".bm) OL, WRIZONTAIL 0 h A • SIDEWALKS NO - 1- E vew-: t, A M_MNINS DEPTARTIYENT AMMWVM CONCEPT M-AN 15 W-WIRW MIOR TO %WI ITAL OF il�MV5,01T FLAN5, .2. FOOTNry To Be ajAk%., 'ID8 60WjtM1 FC; z 250C*15N 0 2WA), 3. FIN 6RAVE DIFfEWNCE ON EACH 5RX OF T, HE KALL %W-L WT EW.,MD 1003m). 4, OR=T ALL CELLS TO 20(0� ABOVE H16HER ORMX, 5, 64W ALL CELL5 WNTAININ6 KW, IW_,LLVINC7 WV aEAMS, TO TOP OF KALL. 6, A H*W OF 25% OF 51PEET; 51DE MA WW TO BE 1EXIURM, I. TOO OF KALL 6RADiENT TO HATC44 FL TO A MAXIIAN OF 0,61% SLOPE, OR 51T"W TO MM7 : E*HT RMIREHIBITS A6 DIRECTED W 61TIf W_ wm & 5EMIWo 501L iALL BE FACT W TO OF MAXJKM DRY 0M11Y AS PEI RI+NW BY ASTY, P-1551 TO A OEM Of� 1.0'(0-Nn) W.0A BOTTOM OF FOMW5, ,0Y NATER PROOF WIWA61146 XT+i 0 25 P (6D10 1,1416K A5110HALM hATER ROOF 000146 OF AMIROVIV EWAL AS FM Orl(STMIPARD SHET L-4 DTEAIL 61. COAT ONLY THAT PORTION MOK LOT FAD ORADE DOM TO FOOTIN6, is =WTIN66 ALL 140T EX4M THE IN OTH 5W* ON T�E FLA* 1 3Y MOW THAN 2,00 ( . ANY FOR4VW NECE55ARY TO MAINTAIN T F00n* NM %W-L 13E SM4H THIS FINISM TOP OF ORADE AT LEAST 16" (OAM) OR THE MI" OF THE 17001IN6, *110EVSK 15 LOS. DESIGN, CRITERIA: L COUR47;E MMMY UNIT GKXX "W. MED%M HE04T COWOFM TO 3 Tm O. 2. REIWt)RCZD STEEL = ORADE 40, 11 ba, MAXIMM WIL MARMS PR ESS-ff 6- 000FT (6A. OFA) 4, Y41 LfS46N 1510494 EWOWIE 134 AW SEISM1Iii ZONE "V. 5, SLWIV16ION KkL 516N5. 5A Aff RO�W MATM&5: ALLHIRM STAIMI.M 5TEEL BRW 6RAN'TE ��OAj�6!51t& pjTj4 j;g� a;S�7 6F KAD TILE AND POHM T141 �C!56 5/611 sm. 5B. 5TAIN. M-1 WfEL Kk-L AWA40KS 0/46 X 247) MINIRM. MQUINI W- TOP AW WTTOM IVBk*f 6" MWW TO THE KALL AITH BPDXY AW SHALL NAVE NO %/Olt *0 W&L GRADE ---------------------------- d- _CONCn-T MOr6*191F A5 RZ-aU: M PETAI• L-1' 4 L MW 11VOINAL 0 0 N T I N .'5v a 24,1 5o, 11 i"ohm ") ---------- CIT"y''r OF 13"AKEIK"" SFIELD DETAIL FOR MASONRY WALL NON-RETAINING ,Sfj­r. _L_ rJ.l _j4 RCE xxx"Ix DA i:£ L -7 MASONRY WALL, I v I N.T.S. REVISIONS STAN-DAR-D PLAN NO. L-14 MWIM MMM NIMM, SM, ~AMPM, AW x x IN X04AWIZ "Em—mmeom- I 11, AM 2' OF MMU W OM 4W HATMI AL MW CA r(S (0.15m, x 0,22m, x OAY0 7 141 ILOLIK lo VM STAKES MW ALL PLANT MATIMIAL OMN"M TO THE TR 13 i /'A lk rfj MOJECT SITE ANP JNS-TAU NEh TIOM STAKES i c-I 7 j cc S. c4*7MV maw A6 Wom TO Swx MAM STABILITY TqM5,411LOV. .V40NMR ra&. 2 TIE5 Fl_:R 6-11A) E. (5 TIE5 A5 1EEDF_pj 0~5 C06TRZTON INSTALLATION. .tWALL (5M W71 02 AVI DETAIL -411) 4. AN&A TRM WAM OR AMOROVIMBOW-L 19 RBAMOW AROW CL OFF FLMITER" ......... A" T*M PLMW IN U4* AWEAS ................. .. 5 M. REOUMM For-% TLR,,-' ONLY 5, ROOT OMV BARM 19 REMW Ha TW TWE TMW 6 AA71TR BASIN a zl�. 40' MW 50(13%r� OR LM691W W W*D WACE, PLACE SAMER F.&, 000 mm) #4 0 52"i(Ohm) O.C., M)m Cf- � TO 54r, 4! M C :N TO 2:0171wv 0 h A • SIDEWALKS NO - 1- E vew-: t, A M_MNINS DEPTARTIYENT AMMWVM CONCEPT M-AN 15 W-WIRW MIOR TO %WI ITAL OF il�MV5,01T FLAN5, .2. FOOTNry To Be ajAk%., 'ID8 60WjtM1 FC; z 250C*15N 0 2WA), 3. FIN 6RAVE DIFfEWNCE ON EACH 5RX OF T, HE KALL %W-L WT EW.,MD 1003m). 4, OR=T ALL CELLS TO 20(0� ABOVE H16HER ORMX, 5, 64W ALL CELL5 WNTAININ6 KW, IW_,LLVINC7 WV aEAMS, TO TOP OF KALL. 6, A H*W OF 25% OF 51PEET; 51DE MA WW TO BE 1EXIURM, I. TOO OF KALL 6RADiENT TO HATC44 FL TO A MAXIIAN OF 0,61% SLOPE, OR 51T"W TO MM7 : E*HT RMIREHIBITS A6 DIRECTED W 61TIf W_ wm & 5EMIWo 501L iALL BE FACT W TO OF MAXJKM DRY 0M11Y AS PEI RI+NW BY ASTY, P-1551 TO A OEM Of� 1.0'(0-Nn) W.0A BOTTOM OF FOMW5, ,0Y NATER PROOF WIWA61146 XT+i 0 25 P (6D10 1,1416K A5110HALM hATER ROOF 000146 OF AMIROVIV EWAL AS FM Orl(STMIPARD SHET L-4 DTEAIL 61. COAT ONLY THAT PORTION MOK LOT FAD ORADE DOM TO FOOTIN6, is =WTIN66 ALL 140T EX4M THE IN OTH 5W* ON T�E FLA* 1 3Y MOW THAN 2,00 ( . ANY FOR4VW NECE55ARY TO MAINTAIN T F00n* NM %W-L 13E SM4H THIS FINISM TOP OF ORADE AT LEAST 16" (OAM) OR THE MI" OF THE 17001IN6, *110EVSK 15 LOS. DESIGN, CRITERIA: L COUR47;E MMMY UNIT GKXX "W. MED%M HE04T COWOFM TO 3 Tm O. 2. REIWt)RCZD STEEL = ORADE 40, 11 ba, MAXIMM WIL MARMS PR ESS-ff 6- 000FT (6A. OFA) 4, Y41 LfS46N 1510494 EWOWIE 134 AW SEISM1Iii ZONE "V. 5, SLWIV16ION KkL 516N5. 5A Aff RO�W MATM&5: ALLHIRM STAIMI.M 5TEEL BRW 6RAN'TE ��OAj�6!51t& pjTj4 j;g� a;S�7 6F KAD TILE AND POHM T141 �C!56 5/611 sm. 5B. 5TAIN. M-1 WfEL Kk-L AWA40KS 0/46 X 247) MINIRM. MQUINI W- TOP AW WTTOM IVBk*f 6" MWW TO THE KALL AITH BPDXY AW SHALL NAVE NO %/Olt *0 W&L GRADE ---------------------------- d- _CONCn-T MOr6*191F A5 RZ-aU: M PETAI• L-1' 4 L MW 11VOINAL 0 0 N T I N .'5v a 24,1 5o, 11 i"ohm ") ---------- CIT"y''r OF 13"AKEIK"" SFIELD DETAIL FOR MASONRY WALL NON-RETAINING ,Sfj­r. _L_ rJ.l _j4 RCE xxx"Ix DA i:£ L -7 MASONRY WALL, I v I N.T.S. REVISIONS STAN-DAR-D PLAN NO. L-14 x x, WTIALL ROOT BAWFEMR ti F*ELS FM IN6 TADLE MANFACTMER45, (441 N\ % 6-•T T5 PM 56 AIL.Ulh U 1, Mq Y - A TNAD B LAM ( D eAR A 2T0M 0 AFMROM BOXY{ STWARP %KL EE APFw0vW3y TW WAREAT10K AV PAWS DPWTOK & ALL LAM MME INSTALLAWN 9iALL HE IN AC4MAWE HTH WY STAND ARM, MANLFA( MWOM W.040VATICN, AW WwTV14 20 OF TM ST AI SVECIFICATM. q. ALL HATM& LM 5"1 BE NM AW MM MW 1MFSWXTI,0% 16. SM AFf9WVW LAND66APIMM"I TION. P_Lfi&fi FM MWIM MMM NIMM, SM, ~AMPM, AW NOTES., IN X04AWIZ "Em—mmeom- I 11, AM 2' OF MMU W OM 4W HATMI AL MW CA r(S 1, AMY WL.N0VMW A6 FM SM TILT. 2. ALL 94AIL BE STAM 01114 NEN 20" (S") DW 7 141 IVW NE MIES W., TREATW) Lam POLE FIw m WOVE Apsm lo VM STAKES MW ALL PLANT MATIMIAL OMN"M TO THE TREE MkK 13 i /'A lk rfj MOJECT SITE ANP JNS-TAU NEh TIOM STAKES i c-I V_ c* S. c4*7MV maw A6 Wom TO Swx MAM STABILITY TqM5,411LOV. .V40NMR ra&. 2 TIE5 Fl_:R 6-11A) E. (5 TIE5 A5 1EEDF_pj 0~5 C06TRZTON INSTALLATION. .tWALL (5M W71 02 AVI DETAIL -411) 4. AN&A TRM WAM OR AMOROVIMBOW-L 19 RBAMOW AROW CL OFF FLMITER" ......... A" T*M PLMW IN U4* AWEAS ................. .. 5 M. REOUMM For-% TLR,,-' ONLY 5, ROOT OMV BARM 19 REMW Ha TW TWE TMW 6 AA71TR BASIN a zl�. 40' MW 50(13%r� OR LM691W W W*D WACE, PLACE SAMER F.&, 000 mm) OF PARALLEL &M Tit r96E +WV SWA2. M)m Cf- � TO 54r, 4! 6. MoWN& TABLET SMU BE PLACM 20 50AW SMOIN > FINISHMI SKADE NEAR *Xyr F00000H AS F0J.0W _6m WTE W I - TmxzT Fm i &AL, 0.-M Q !q - TAM vT4 wm r% Aw 11A a 0 x x, WTIALL ROOT BAWFEMR ti F*ELS FM IN6 TADLE MANFACTMER45, (441 N\ % 6-•T T5 PM 56 AIL.Ulh U 1, Mq Y - A TNAD B LAM ( D eAR A 2T0M 0 AFMROM BOXY{ STWARP %KL EE APFw0vW3y TW WAREAT10K AV PAWS DPWTOK & ALL LAM MME INSTALLAWN 9iALL HE IN AC4MAWE HTH WY STAND ARM, MANLFA( MWOM W.040VATICN, AW WwTV14 20 OF TM ST AI SVECIFICATM. q. ALL HATM& LM 5"1 BE NM AW MM MW 1MFSWXTI,0% 16. SM AFf9WVW LAND66APIMM"I TION. P_Lfi&fi FM ')x WPT4 or" ROMSAI. r OF RC*/T-0XL T"OPICAL SHRUB CITY (E)"F tT_3Ary,7s.__1ERSF1ELD REVISIONS DETAIL FOR TREE AND SHRUB PLYk-NTING STANDAR-D PLANN" NO. cq-ry- WF (:IF, x Ix TE -1.0 W4110 WIM & Pam N.T.S. THE 05,AECTI\/E IS TO SOFTEN T� V1 UAL, IMPACT OF A FENCE OR HALL W FRONTA61E, PLANT MA"I'EftfA, Si4ALL 5E 5ELECTEP TO PRO\/IPE A PLEA 51N 6 LAN05CAFE V41TH LON MAINTENAW.-C REOUIREMENT5. LANVWAPC- 1vLXNT MATERIAL CO1 INATION5 SHALL BE REV6AW Al APPROVE0 BY CITY PARK VIII 10N, A 5EFAPATE AUTOMATIC IRRI&ATION 5Y5TEM 15 REGUIRW. NTS OR MA50NRY KALL HIM VARE-5 % Ic Lj J.... �/16JTTER 5t+ Ktom L PLAN- m* AREA (TR1E-i5/5HRU5-5/' !)RI'r :HAY 51VEKALK AREA f =\�ZAI N ]QN T5 47- MM- 1. AMA WTVfZN BACK OF S1V&MX AW MLL S. ALL VWL*V WVW SHALL M 1 I -W AND 1, NO CLIMISINS VIN SHALL SE USW TO 5CAM OR MV.Zz AT MOMR-If LINE � ft APPWVW W CITY PARKS VIVISRN. KALL. OR f 'ENCZ. LAN PWAdOW, IF FROWAOE IS LIM THAN W 4. LANTS (SHRLI&S, TNM) SHALL AAVP_ AN 6-, 90 LANPWAM Ils~V9tw19NT5 SK4LL EE LIWAR FWT, THE AIWA ft-rWM F04CEMALL A10 jNpfyji5l1�#,. smajok ALLO)AW A40 C40-NCIR M__ . S- CC-WAJ.K 90A" Se 5ACK OF WRO SHALL, SMIEVE C4W_h%ETP_. 5, IRRISATION MM M SHALL NAVE A SEPARATE Exreow TO Tle FAZE OF KALL Omm WHIP OK 2. &RCL*V- COYM KAY BE LISEED ONI-Y P#" ; I OF MLL SIM MOWAM IS LEM TRAN 100 LINEAL VISTAWCE BEI*P� SACK OF SIM-KALK AM FENCE 6. SHM" A�V 90 SPA46M mo FlWr Arb MRASMAW lwAKN.LF_, To TiHE ADJAC04T Eyzaws iol. CLOWIR'IAN THEM MLL VIAWMR AT MATMIY. STIRMT, :THY :F NY" E Ka � N" FISIOM TYPICAL LANDSCAPE WALL OR.'FENCE SC".R_"EE_N STANDARD PLAN NO. 14 Mi"PROVED RC1E:XX,\LXX DATE L-13_ L -13 WALL OR FENCE SCREEN N.T.S. ­Tein M MEVIlAN CiAl 6 M-1, MI-2NOT ALWYED N LAWSCAPED CO 1 ,CRETE KPAN5) BLOCK AAL 1- --------- 0`5TAMPEP 5.01' 2" FOR DAW KLOH CoN MTE (450mm) (K-E rvir 5TAW ARP 2% MIN, SLm 1�1 f�'" � wo �� : �T �. —I2; 0,05, 24 ----------- —VARIE451 ------- FN015WED GRAD 115TV� el%T4 5LOPIE] K." I.. - ----------- -W --- -- - ---------- REMWE ALL r ION `ter N MATERI k, 110.A MM AT, 6 1 r-11 11 _-'D I N 5 FE 6 1 r- 16 A Tit Mop� r-Tpjr- 5TRIF C17Y 5TANIVARID 5 1� f.'-- .1", 111. IN A LAW)51,�,AFE AREA 5HALL BE r-RO-111,4 L SLOPE AT-1141 HALL .................. .. ROOT CWARD ....................... 16�1 BARRIER ON51PE5, ONL'. MAWFACrJRER AND IYPE TO BE APPROVED 6'r REOREAT101,14 AO FARK� VIRE01'OR f =01 - MC—DIAN =- CTION 240 -- eooai 6 0, VICRETE. (O'b"r.) MIN, I BLOCK NAI-L, E L 0 CK 2% RN 5-LOPE. 011- C.O.D. .STYE -- -! `y`, c 1F5 - -- On -------- -- / --- ------ - ------------------- — ------ ------ LOT ----------------------- cou A "N x ----------- ------ PLAIN. r _71 i AiL' A �i X FIL -QUIR K L RE B N% )A ....... ION 5TR IF ( (.;E E 0 -Y r5_1 NI RD .4 -%. % -,AND% AREA 5�E-E-T L-Ii., DETAIL IMI' 11 5LOPE HITHIN A LANV5CAFt_-* AK FA 5HALL EE: FROM, KALL HATERPROONNO ...... MANFA01'UREER AO 1YFE TO 5E APPROVED TOKARID5 5T1 FT 4:1 MAV.N,,W,-, B)RIEOREATION ANP PARK6 VIR41-4'TOR N110TE. P E. T10 ONLY ALLOHED AITHIN CORNER MONUMENT LOCATIONS (STANDARD TYPE SIVE-AIALK) 60, NAT M PRO NOTES: (RAISED PLANTER5 A� 1. F WVVIVE POSITIVE DIRAINA6E (2% MIN11141*1 TO 4:1 VAX) RETAININ6 kqALLS) IN ALI FILL, AXA5, 2. WI (230rm) HIDE 60 MOK MIF 15 REWRW FOR Al.L. LAM Aff.06 ADJALEW TO FWPOSM OR EK5TtW WALL PM CITY STAICAF0 541W, L-11, VE71AL N1, 5. ALL MATERIALS V5W %4AL L BE NEH AW FREE MOM 5. HALL WATMIt "WFINO 15 REWIRW PER CITY 5TAOARD Im1pew1mToe. %M L-11, VETAIL MI 6� IF CMIN& AW OR &M/6VTTER " LANP%APE aNTM �WIAN5 4. ANY NO ALL 6"46a 514ALL BE APPRa%W BY 'T E AI E NOT EXISTING, SM A"ROVED CIVIL. EWINEERINO DRA"NOG. MWEATION.A10 PAWS 171WoT1 , PRIOR TO ION, 1, 400202* MIN FLANTI.-W AREA HIVTt4l, VISIONS A"FIEL"' a IF N 1'Y RE F 'I'j" Ary" %r, - E " r " % - V I_,/VN.11DSC.A_PE DETAILS'FOR MEDIAN ISLAND PARKWAY,WATERMO Of"ING PLANTER WALL. " AND RETAINING WALLS STANDAR-) LA ANN' NO. "E, XXXXX DAT"E, L-9 wr 9 cmi 11 9 MEDIAN ISL:AND PARK V 0-401M SE AREA NITH-14 1 1A A4CEPTAaLE ► f�OR EXISW OF PLANTIM AMr.AS OUJISIM- THILM LIM ITS, SRA" W. INTIMM)l 9LWACM MAJOR AWSMAL KlT*4.APF%avWE- HAPV %W-ACZ T1EATN04T. USE OR M.LECITOR OF TRAMS OK OT14M PRAnNOS MAY ft WMIT W- ME TO 516W LINE 1IMSTRI-e-MON'S. I 50, HINIK" 12.5'MM.. L 1231 MIN j1_AN0!5C,Af0IN0 LIMITS NITHIN MWI. I-- MOK RAMP., ISTART 1007?41NHARVIWAM q W L HAIZ' 5URFACE TRZATIVIEN11': VEN0111'� 50% MIN. PLANTER AREA AOCEPTABLE HARD 75% MAX. PLANTEP, AREA SURFACE TREATMENT AS APPROVED BY REOR, EATION-11 .AND L%FTAL OF PoE,271A N PARKS P111ftECTOP, I AT., PVT 15 MWIRW ADIACW- 111. A �VMIN. BORDER OF ILA SWACE TRE TO Tit BACK OF 0M T MWI ZONE 5,. 2 *M MOTH 15 LE% TW 1253 WASMWIF." fL TO fL 01 FL4, M Wes. HW SWALETIZA-11NI W ONILYREWWW. 5, HARD WWA2 MATMENT ONLY Mb*r BE I*TAU.W 40 THE 4NIKIM XVI i DOES NOT OXW FOK 50 COW5MM vt FEET. 4. NO 5HWM- HILL BE ALLOOE-0 IN PLANTER AREA KTHOVr MOK A"Raq& OF MREA11ONANP F.W.55 DIWOTOR. 5, STAMPW (01WTE WALLATION SHALL BE TO "150MAN11to 99WIF4 ATIOW 0R;*MWVW, BWAL. 6. V, WAY W00" rYM INKI&ATION PEW W-5 THE I.5' HAW DACE TIRZATMI -T ALONOIT�E OF THE PLANTER TO 13E SLR NKAW TOH W- T AT A. 1 6ATION 15 MOAAOCV1 1400"ER, K4M5,TWMT Pf- 6RAMIIE EED 2% FALL, 25M4Y HEAP"' r(m Cgod OP UWAM OR OT�eR HARD DACE 771 NT WALL BE DETEWINWINI COWVATION A-114 THE R-ECPIA TION AND P1 DwZT611t 4. wmA U t_ANM� APEW A61% AM 5 IN POW AND 15 NOT LIMIT E, TO RMT-AN&LAR r ?MOF. 11, - , � C, X 'IcLA , MT 144 V - Alit RAT0.0 OF 0 _4Wk CIR01 10J ATA11 15,A(Imevw, 'O�L INSTALL I . TALL MOWM K*V AT ALL MMIAN MW.A".("V"ltA&Y AT Lwf T 1M FOOKET5 ACIJACENT TO LIAM ARM) 9L WWA6T 03'(50m) BAW TO 40% W-L.ATIW D56ITY W10H XJ_ H-AMMAPE. ON NO 12. MON RAW RE00M ALL 5M OF MED IA W (2 MON RAW$ M 1%, I/*, pm $27 0; 1/4!1 pm F" 1/4" FSV. F17, Ii'A' PM FT,. 21 A LA SECTION A-A =110-N 5-5 5ECTION MoPq RA"11F NO PLANTER PLAN-l"EFIZ 4 TURF AIREA R` E;'. VIS - 10 N S CITY OF BAKERSFIELD # DETAIL FOR LANDSCAPE LIMITS WITHIN MEDIANS STANDAKF) PLAN NO. qy.�T 12 (-g-" 1.4 APPROVED 77TE L— 1 1140 L -12 , N.T.S. LANDSCAPE LIMITS IN MEDIAN, (� S -asp wwmianascapeaeveicIpment.co 5301 Young Street Bakersfield, California 9331 P h o n e 6 6 1 2 4 1 5 0 9 Fax 6 6 1 2 4 1 5 0 9 ............ MWIM MMM NIMM, SM, ~AMPM, AW IN X04AWIZ "Em—mmeom- I 11, AM 2' OF MMU W OM 4W HATMI AL MW CA r(S 6$921"461TE FACILITY OK AMMWVW 150 AL. PFZVA!L1W Kw 01FmcT`t0N Q TREE MkK 0 LO rfj TREE 5TAKP-5 x V_ c* TFUI! TE P0464 OR AFPRDYW .V40NMR ra&. 2 TIE5 Fl_:R 6-11A) E. (5 TIE5 A5 1EEDF_pj 5-,AKE(5) (5M W71 02 AVI DETAIL -411) Q a) E 0 WARD. ......... lt" w For-% TLR,,-' ONLY HATER AA71TR BASIN a zl�. 40' MW A.01' 5ERVI F.&, 000 mm) k M)m Cf- � TO 54r, 0 .0.5;1 (5�1, Awrz r-.cv, > 7.",.�­,777 . k MT1W T.A&E-75 • _6m WTE W P TAB 5 LET 0 0 _1 ,5EE NOT, E 06) Uj.......... ')x WPT4 or" ROMSAI. r OF RC*/T-0XL T"OPICAL SHRUB CITY (E)"F tT_3Ary,7s.__1ERSF1ELD REVISIONS DETAIL FOR TREE AND SHRUB PLYk-NTING STANDAR-D PLANN" NO. cq-ry- WF (:IF, x Ix TE -1.0 W4110 WIM & Pam N.T.S. THE 05,AECTI\/E IS TO SOFTEN T� V1 UAL, IMPACT OF A FENCE OR HALL W FRONTA61E, PLANT MA"I'EftfA, Si4ALL 5E 5ELECTEP TO PRO\/IPE A PLEA 51N 6 LAN05CAFE V41TH LON MAINTENAW.-C REOUIREMENT5. LANVWAPC- 1vLXNT MATERIAL CO1 INATION5 SHALL BE REV6AW Al APPROVE0 BY CITY PARK VIII 10N, A 5EFAPATE AUTOMATIC IRRI&ATION 5Y5TEM 15 REGUIRW. NTS OR MA50NRY KALL HIM VARE-5 % Ic Lj J.... �/16JTTER 5t+ Ktom L PLAN- m* AREA (TR1E-i5/5HRU5-5/' !)RI'r :HAY 51VEKALK AREA f =\�ZAI N ]QN T5 47- MM- 1. AMA WTVfZN BACK OF S1V&MX AW MLL S. ALL VWL*V WVW SHALL M 1 I -W AND 1, NO CLIMISINS VIN SHALL SE USW TO 5CAM OR MV.Zz AT MOMR-If LINE � ft APPWVW W CITY PARKS VIVISRN. KALL. OR f 'ENCZ. LAN PWAdOW, IF FROWAOE IS LIM THAN W 4. LANTS (SHRLI&S, TNM) SHALL AAVP_ AN 6-, 90 LANPWAM Ils~V9tw19NT5 SK4LL EE LIWAR FWT, THE AIWA ft-rWM F04CEMALL A10 jNpfyji5l1�#,. smajok ALLO)AW A40 C40-NCIR M__ . S- CC-WAJ.K 90A" Se 5ACK OF WRO SHALL, SMIEVE C4W_h%ETP_. 5, IRRISATION MM M SHALL NAVE A SEPARATE Exreow TO Tle FAZE OF KALL Omm WHIP OK 2. &RCL*V- COYM KAY BE LISEED ONI-Y P#" ; I OF MLL SIM MOWAM IS LEM TRAN 100 LINEAL VISTAWCE BEI*P� SACK OF SIM-KALK AM FENCE 6. SHM" A�V 90 SPA46M mo FlWr Arb MRASMAW lwAKN.LF_, To TiHE ADJAC04T Eyzaws iol. CLOWIR'IAN THEM MLL VIAWMR AT MATMIY. STIRMT, :THY :F NY" E Ka � N" FISIOM TYPICAL LANDSCAPE WALL OR.'FENCE SC".R_"EE_N STANDARD PLAN NO. 14 Mi"PROVED RC1E:XX,\LXX DATE L-13_ L -13 WALL OR FENCE SCREEN N.T.S. ­Tein M MEVIlAN CiAl 6 M-1, MI-2NOT ALWYED N LAWSCAPED CO 1 ,CRETE KPAN5) BLOCK AAL 1- --------- 0`5TAMPEP 5.01' 2" FOR DAW KLOH CoN MTE (450mm) (K-E rvir 5TAW ARP 2% MIN, SLm 1�1 f�'" � wo �� : �T �. —I2; 0,05, 24 ----------- —VARIE451 ------- FN015WED GRAD 115TV� el%T4 5LOPIE] K." I.. - ----------- -W --- -- - ---------- REMWE ALL r ION `ter N MATERI k, 110.A MM AT, 6 1 r-11 11 _-'D I N 5 FE 6 1 r- 16 A Tit Mop� r-Tpjr- 5TRIF C17Y 5TANIVARID 5 1� f.'-- .1", 111. IN A LAW)51,�,AFE AREA 5HALL BE r-RO-111,4 L SLOPE AT-1141 HALL .................. .. ROOT CWARD ....................... 16�1 BARRIER ON51PE5, ONL'. MAWFACrJRER AND IYPE TO BE APPROVED 6'r REOREAT101,14 AO FARK� VIRE01'OR f =01 - MC—DIAN =- CTION 240 -- eooai 6 0, VICRETE. (O'b"r.) MIN, I BLOCK NAI-L, E L 0 CK 2% RN 5-LOPE. 011- C.O.D. .STYE -- -! `y`, c 1F5 - -- On -------- -- / --- ------ - ------------------- — ------ ------ LOT ----------------------- cou A "N x ----------- ------ PLAIN. r _71 i AiL' A �i X FIL -QUIR K L RE B N% )A ....... ION 5TR IF ( (.;E E 0 -Y r5_1 NI RD .4 -%. % -,AND% AREA 5�E-E-T L-Ii., DETAIL IMI' 11 5LOPE HITHIN A LANV5CAFt_-* AK FA 5HALL EE: FROM, KALL HATERPROONNO ...... MANFA01'UREER AO 1YFE TO 5E APPROVED TOKARID5 5T1 FT 4:1 MAV.N,,W,-, B)RIEOREATION ANP PARK6 VIR41-4'TOR N110TE. P E. T10 ONLY ALLOHED AITHIN CORNER MONUMENT LOCATIONS (STANDARD TYPE SIVE-AIALK) 60, NAT M PRO NOTES: (RAISED PLANTER5 A� 1. F WVVIVE POSITIVE DIRAINA6E (2% MIN11141*1 TO 4:1 VAX) RETAININ6 kqALLS) IN ALI FILL, AXA5, 2. WI (230rm) HIDE 60 MOK MIF 15 REWRW FOR Al.L. LAM Aff.06 ADJALEW TO FWPOSM OR EK5TtW WALL PM CITY STAICAF0 541W, L-11, VE71AL N1, 5. ALL MATERIALS V5W %4AL L BE NEH AW FREE MOM 5. HALL WATMIt "WFINO 15 REWIRW PER CITY 5TAOARD Im1pew1mToe. %M L-11, VETAIL MI 6� IF CMIN& AW OR &M/6VTTER " LANP%APE aNTM �WIAN5 4. ANY NO ALL 6"46a 514ALL BE APPRa%W BY 'T E AI E NOT EXISTING, SM A"ROVED CIVIL. EWINEERINO DRA"NOG. MWEATION.A10 PAWS 171WoT1 , PRIOR TO ION, 1, 400202* MIN FLANTI.-W AREA HIVTt4l, VISIONS A"FIEL"' a IF N 1'Y RE F 'I'j" Ary" %r, - E " r " % - V I_,/VN.11DSC.A_PE DETAILS'FOR MEDIAN ISLAND PARKWAY,WATERMO Of"ING PLANTER WALL. " AND RETAINING WALLS STANDAR-) LA ANN' NO. "E, XXXXX DAT"E, L-9 wr 9 cmi 11 9 MEDIAN ISL:AND PARK V 0-401M SE AREA NITH-14 1 1A A4CEPTAaLE ► f�OR EXISW OF PLANTIM AMr.AS OUJISIM- THILM LIM ITS, SRA" W. INTIMM)l 9LWACM MAJOR AWSMAL KlT*4.APF%avWE- HAPV %W-ACZ T1EATN04T. USE OR M.LECITOR OF TRAMS OK OT14M PRAnNOS MAY ft WMIT W- ME TO 516W LINE 1IMSTRI-e-MON'S. I 50, HINIK" 12.5'MM.. L 1231 MIN j1_AN0!5C,Af0IN0 LIMITS NITHIN MWI. I-- MOK RAMP., ISTART 1007?41NHARVIWAM q W L HAIZ' 5URFACE TRZATIVIEN11': VEN0111'� 50% MIN. PLANTER AREA AOCEPTABLE HARD 75% MAX. PLANTEP, AREA SURFACE TREATMENT AS APPROVED BY REOR, EATION-11 .AND L%FTAL OF PoE,271A N PARKS P111ftECTOP, I AT., PVT 15 MWIRW ADIACW- 111. A �VMIN. BORDER OF ILA SWACE TRE TO Tit BACK OF 0M T MWI ZONE 5,. 2 *M MOTH 15 LE% TW 1253 WASMWIF." fL TO fL 01 FL4, M Wes. HW SWALETIZA-11NI W ONILYREWWW. 5, HARD WWA2 MATMENT ONLY Mb*r BE I*TAU.W 40 THE 4NIKIM XVI i DOES NOT OXW FOK 50 COW5MM vt FEET. 4. NO 5HWM- HILL BE ALLOOE-0 IN PLANTER AREA KTHOVr MOK A"Raq& OF MREA11ONANP F.W.55 DIWOTOR. 5, STAMPW (01WTE WALLATION SHALL BE TO "150MAN11to 99WIF4 ATIOW 0R;*MWVW, BWAL. 6. V, WAY W00" rYM INKI&ATION PEW W-5 THE I.5' HAW DACE TIRZATMI -T ALONOIT�E OF THE PLANTER TO 13E SLR NKAW TOH W- T AT A. 1 6ATION 15 MOAAOCV1 1400"ER, K4M5,TWMT Pf- 6RAMIIE EED 2% FALL, 25M4Y HEAP"' r(m Cgod OP UWAM OR OT�eR HARD DACE 771 NT WALL BE DETEWINWINI COWVATION A-114 THE R-ECPIA TION AND P1 DwZT611t 4. wmA U t_ANM� APEW A61% AM 5 IN POW AND 15 NOT LIMIT E, TO RMT-AN&LAR r ?MOF. 11, - , � C, X 'IcLA , MT 144 V - Alit RAT0.0 OF 0 _4Wk CIR01 10J ATA11 15,A(Imevw, 'O�L INSTALL I . TALL MOWM K*V AT ALL MMIAN MW.A".("V"ltA&Y AT Lwf T 1M FOOKET5 ACIJACENT TO LIAM ARM) 9L WWA6T 03'(50m) BAW TO 40% W-L.ATIW D56ITY W10H XJ_ H-AMMAPE. ON NO 12. MON RAW RE00M ALL 5M OF MED IA W (2 MON RAW$ M 1%, I/*, pm $27 0; 1/4!1 pm F" 1/4" FSV. F17, Ii'A' PM FT,. 21 A LA SECTION A-A =110-N 5-5 5ECTION MoPq RA"11F NO PLANTER PLAN-l"EFIZ 4 TURF AIREA R` E;'. VIS - 10 N S CITY OF BAKERSFIELD # DETAIL FOR LANDSCAPE LIMITS WITHIN MEDIANS STANDAKF) PLAN NO. qy.�T 12 (-g-" 1.4 APPROVED 77TE L— 1 1140 L -12 , N.T.S. LANDSCAPE LIMITS IN MEDIAN, (� S -asp wwmianascapeaeveicIpment.co 5301 Young Street Bakersfield, California 9331 P h o n e 6 6 1 2 4 1 5 0 9 Fax 6 6 1 2 4 1 5 0 9 ............ b. b. Q ti b. 0 LO V. x V_ c* V_ WOR Q a) E 0 0 ......... ii. co 0 > Ly 0 d P. 0 0 _1 ....... Uj.......... _j a) 0. I. 0 Uj 00 0 V_ Ln -- -------- V_ U) z c Z z w 0 w L) E t, W 06 > a 01 0 •Q W, 15- cy) 0 0 cj) W W U. U) AN 0% W 0. _= W '6 > 0 c'©E w > c z 0 w LU 0 �) z umi 0 - '�o DRAWNG TITLE: STANDARD DETAILS Date APRIL 30, 2015 Exp, Date OF c xvx DATE: 04. 08.2014 SCALE: N/A DRAWN BY: CB/CA JOB NOMOER: SHEET: LSmm5iO3 SNEET120F 14 BUENA VISTA ROAD MEDIANS x Q a) E 0 > 0 a) -0 0 E t, a 01 0 •Q W, 15- > W 0. _= '6 > 0 c'©E r. 9 c 0 (L 0 - '�o Y "a 01 0 0 cy) LU C C. (j) x z 0 Lu Q = (A Lr r; o 0 a Z z U-1 0 0 2 0 a) 0 m 0 164 ce c 8 -.2 04 CL > r o c S. DRAWNG TITLE: STANDARD DETAILS Date APRIL 30, 2015 Exp, Date OF c xvx DATE: 04. 08.2014 SCALE: N/A DRAWN BY: CB/CA JOB NOMOER: SHEET: LSmm5iO3 SNEET120F 14 BUENA VISTA ROAD MEDIANS IRRIGATION SPECIFICATIONS . PART 1 - GENERAL CONDITIONS 1 . 1 Descri pti o n: A. Work Included: Provide all labor, materials, transportation, and services necessary to furnish and install irrigation systems as shown on the drawings and described herein. 1.2 Quality Assurance: A. Manufacturer"s Directions: Manufacturers directions and detailed drawings shall be iCIL followed in all case, s where the manufacturers of art les used in this contract furnish directions covering points not shown in the drawings and specifications. . Ordinances and Reg B ulations: All local, municipal and state laws, and rules and 9 regulations governing or relatin to any portion of this work are hereby incorporated I . into and made a part of these specifications and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe I 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 I specifications and drawings shall take precedence. I C. Explanation of Drawings: 1 - Due to the scale of the drawings, it is not possible to indicate all offsets I fittings, sleeves, etc., which may be required. The Contractor shall carefully I investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fititings, 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. 'Iftror% 2. The word Landscape Architect as used herein shall refer to the OwnV1 a authorized representative. 3. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. 4. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or ' discrepancies in area dimensions exist that might not have been considered in I 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 I 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. 1 2. Complete material list shall be submitted prior to performing any work. Material list shall include this 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 . I product apparently the requirements of this drawings and specifications on the basis of the information or samples submitted. 5. Manufacturer's warranties shall not relieve this Contractor of his liability I under the guarantee. Such warranties shall only supplem,ent this guarantee. B. Record Drawings: I 1. The Contractor shall provide and keep up to date a complete "record" set of blue line ozalid prints which shall be corrected daily aL I nd show every change from the origiriial drawings and specifications and the exact locations, sizes, and kinds of equipment. These drawings shall also serve as work progress sheets and shall be this 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. 1 i 2. The Contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the work as actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Landscape Architect. 3. Before the date of the final inspection, the Contractor shall transfer all information from the record prints to a sepia mylar or mylar procured from the Landscape Architect. All work shall be neat, drawn in waterproof ink by a technical ink pen � designed specifically for ULS-,e on mylar material. Work completed in felt tip plan or ball point pen will be re ected because of the non-perrnanent nature of both i 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 I e. Sprinkler control valves f. Routing of control and common wire ii 1 g. Quick coupling valves I h. Other related equipment as directed by the Landscape Architect. 5. On or before the date of the, final inspection, the Contractor shall dieliver the corrected and Cornpleted mylars to the Landscape Architect. Delivery of the I � mylars will not relieve the. Contractor of the responsibility of furnishing required I I 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. L 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled by each automatic controller and shall be I sized as designated by each automatic controliler or as designated by the Owne r's I" authorized repre sentative. 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 plassitic laminating shaeets shall be a Minimum of 10 mil. thickness each. 1 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: lop a. Index sheets stating Contractor"s address and tel 1 hone number, list of equipment I I with names and addresses of local manufacturer's representatives. � . . b. Catalog and parts shosts 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. : I . eintioned maintenance manual, provide the Owners 2. In addition to the above m M10 0 maintenance personnel with instructions for major equip nt and sh w 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 this following tools: I a. Two sets of special tools required for removing disassembling, and P adjusting each type of sprinkler and va:lve 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 shal-I be turned over to the Owne r at the conclusion . a n occur, evidence that the Owner has received r0i " material must be shown to the Landscape Architect. � W 1.4 Product Protection, Storage, and Handling: A. Handling of PVC Pipe and Fittinas: The Contractor is cautioned to exercise- care in ,%W L � I handling, loading, unloading, and storing of PVC pilpe aind fittings. All PVC pipe shall be- ' transported in a vehicle which allows the longth of pipe to lie flat so as not to subject it to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and if installed, shall be replaced with now piping. 1 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 su�piplementairy conditions of these specifications shall be filed with the Owner or his representative prior to acceptance of the irrigation system. B. A copy of the guarantee form shall be included in this operations and maintenance- manual (Section 1.03, D). I C. The guarantee form shall be re-typed onto the Contractoes letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guaranties that the sprinkler system we have furnished and installed is free from � i defects in materials and workmanship, and the work has been completed in accordance with 1 the drawings and specifications. We agree to repair or replace any defects in material or 1 � 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 i . i defects at no additional cost to the Owner. We shall make repairs or replacements within a reasonable time after recall t of written notice from the Owner. In the event Of our failure to ip make such repairs or replacements withiiin a reasonable time aifter receipt of written notice I from the Owner, we authorize this Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon dernand. . � (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 now materials of brands and types noted on this drawings ; specified herein, or approved equalls. A. PVC pressure Main Line Pipe and Fittings: I ; 1. Pressure main line piping for sizes 2 and 1/2 inch and larger shall be PVC Class 315. 11% , I I 2. Pipe shall be made from an NSF approved Type 1 , Grade 1 1 PVC compound conforming . I to ASTM resin specification D1 784. All pipe must meet requirements as set forth . in Federal I .mon-sion r I . in pe Specification PS-22-70 (Solve t Weld Pili I ) with an appropriate standard diii (S.D.R.) A 3. Pressure main line piping for sizes 2in,ch and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Pipe shall be made from NSF approved Type 1 , Grade 1 9 PVC compound conforming to r ASTM resin specification D1785. All pipe must meet requirements as set forth in ' I Federal Specification PS-21-70 (Solvent- Weld Pipe). I 5. PVC solvent-weld fittings shall be Schedule 40, 1-21 1 1 -1 NSF approved conforming to ' ASTM test procedure D24:66. , 6. Solvent cement and primer for PVC solvont-wold pipe and fittings shall be of the type and � insta:llation mothods pro"SLicribed by the main ufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturer's . name ; b. Nominal pilpe size c. Schedule or class d. Pressure- rating in PSI e. NSF (National Sanitation Foundation) approval f. Date of extrusion 8. All fi-titings shall bear the manufacturer"'s name or trademark, rinaterial designation, size, I I . applicable I.P.S. schedule and NSF seal of approval. .9 B. PVC Non-Pressure- Late, ral Line Pipin, : 1. Non-pliess-ure buried lateral line piping shall be PVC class 200 with solvent-weldjoints. i , 2. Pipe shall be made from NSF approved, Type 1, Grade 11, PVC compound conforming to ASTM resin specification D1 784. All pipe must meet requirements set forth in Federal Specifications PS-22-70 with an appropriate standard dimension ratio. 3. Except as note d in paragraphs 1 of 2 of Section 2.01 C, all requirements for non-pressure t lateral line pipe and fittings shall be the same as for solvent-weld pressure main line 1 pipe and fittings as set forth in Section 2.01 B of these specifications. C. Brass Pipe and Fittings: -OMIT 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification WW-P-351. 2. Fittings shall be red brass conforming to Federal Specification WW-P-460. D. Galvanized Pipe Fittings: 1. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized � . couplings may be merchant coupling. 1 . 3. All galvanized pipe and fittings installed bellow grade shall be painted with two coats of Koppers 50 Bitumastic. E. Gate Valve: . I I with screw-in 1 . Gate valves 3-inches and smaller shall be 125-lb. SWP bronze gate valve . bonnet, non-rising stem and solid wedge disc, have threaded ends, and be equipped with bronze wheel handle. 2. Gate valves 3-inches and smaller shall be similar to those manufactured by Nibco or . approved equal. 3. All gate valves shall be installed per installation detail. F. Quick Coupling Valves: Quick coupling valves shall have a brass two-piece body � designed for working pressure of 150 PSI operable with quick coupler key. Key size and type shall be as shown on plans. G. Backflow Preventer Unit: 1. Backflow prevention units shall be of size and type indicated on the irrigation drawings. Install this backfiow prevention units in accordance with the irrigation construction details. 2. Wye strainers at backiflow prevention units shall have a bronzed screwed body with i 1 00 mesh monol screen and shall be similar to Bailey 1 OOA or approved equal. H. Check Valves: I 1: . 1. Swing chock valves 2-inches and smaller shall be 2010 lbs. WOG bronze bronze . P construction and replaceable composition neoprene or rubber disc, and shall most or ' � exceed Federal Specification WW-V-51 D, Class A, Typi e- IV. 2. Anti-drain valves shall be of heavy-duty virgin PVC construction with F.I.P. thread iniet 'i , I and outlet. Internal parts shall be sta niless steel with Buna-N seals. Valve shall be ale against draw out from 3 to 40 f"t of head. Anti-drain valve shall be similar to the King Bros. "CV" series or approved equal. 1. 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 r stripe to match the pilot wires with which it is circuited on the same controller. Provide different colors for each controller installed on the same project. Install wire in I accordiance with valve manufacturers specifications and wire chart. In no case- shall I wire size be less than #14. 2. Wiring shall occupy the same trench and shall be installed aloing this same route as pressure supply or lateral lines wherever possible-. 3. Where more than one wire is placed in a trench, the wiring shall be taped together at intervals of ten feet. 4. An expansion curl shall be provided at each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve so that in case of . repair, the valve bonnet may be brought to the surface without disconnect-ion of the control wires. Control wires shall be laid loosely in trench without stress or stretching of control wire conductors. I 5. All splices shall be made with Rainbird ST-03UL Snap-Tite wire connector with PT/S5 - sealer or approved equal. Use one wire connector per wire splice. I 6. Field splices between this 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. 1 2. Final location of automatic controller shall be approved by the Owners authorized representative prior to installation. 3. Unless otherwise noted on the plans, the 12:0-volt electrical power to the automatic i Lk- L . , hers. The final hool up of the automatic controller location shall be furn shed by ot controller to the 120-volt power source shall be the responsibility of the irrigation 1 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. 1 1 3. Provide and install one control valve box for each electric control valve. L. Control Valve Boxes: it If 1 . Use- 1 0 x 10 1/4 round box for all gate valves, Carson Industries 910-12B with green . . I bolt down cover or approved equal. Extension sleeve shall be PVC-6-inch minimum size. r 2. Use 9-1/2" x 16" x 1 1 " 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 sam e rate of precipitation . , I L 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 adjustme- nt. L 3. Riser/swing joint assemblies shall be fabricated in accordance with this 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. . ting utilities. Contractor shall 2. Exercise extreme care in excavating and working near exis . : Pera be responsible for damages to utilities which are caused by his o; i tions or neglect. I . Check existing utilities drawings or call UtiLlities companies for existing utility locations. . I 3. Coordinate installation of sprinkler irrigation materials, includling pips so their@ shall be I I no interference with utilities or other construction or dilifficulty in pila,nting trees, shrubs, and groundcovers. 4. The Contractor shall carefully chock all grades to satisify himself that he may sarfely u proceed before starting work on this sprinkler irrigation syst - am. . 3.2 Preparation: A. Physical Layout: i i I � 1. Priorto installation, the Contractor shall stakeout all pressure s,u lylines routing, Pp. � I 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 suip,ply polints of connection as shown on drawings. . 2. Connections shall be made at appiroximlats locations as shown on the drawings. I Contractor is responsible for mi:nor changes caused by actual sitre conditions. C. Electrical Supply: 1. Electrical connections for automatic. controller shall be made to electrical points of � . connection as shown on this diraWlinicls. , _ - 2. Connections shall be made at approximate locations as shown on the dra-wilngs. � f Contractor is responsible for minor chaingos caused by actual site conditions. � . 3.3 Installation: A. Trenching: 1. Dig trenches straight and support ptpe continuously on bottom of tranch. Lay pips to � I even graide. Trenching excavation shall floillow layout indicated on the drawings and as noted. . q � 2. Provide for a minimum cover of 18-inchos for all pressure supply lines. I ti 3. Provide for a minimum cover of 12-in-ches for all non-pres-sure lines. . : - 4. Provide for a minimum cover of 18-inches for all control wiring. . r B. Backfifling: t 1 . The trenches shall not be backfillited uritil a1l required tests are performed. Trenches i . shall be carefully backfiflod with the excavaited materials approved for backfintiling, consisting of earth, loam, sandy clay, saind or other approved materials, froe from . I large clods of earth or stories. Backifill shall be mechanically c0impacted in ;landscaped areas to a dry density eq,ival to adjacent undistriurbod soill in planting areas. . i 2 Ir -ill will conforrin to adjacent grades without dips, sunken areas, huM s, or othe Bacicf� p surface irregularities. 2. A fine grainuilar material backfillil will be initialily placed on all Iiines. No foreign � - . � matter lairger than 1/2-inch in size willi be permitted in the initial baick. Fill. I . 3. Flooding of trenches will be permitted only with approval of the Landscape Architect. � I .. . 4. If saltioment occurs and subsequent adjusit-monts in p1pe, valves, sprinkler headis, lawn, or ; � . . . planting, or other constructrion as necessary, the Contractor shall maike alil required adf ust-ments without cost to the Owner. C. Trenchi-ng and Backfill Undier Paving: 1 1 . Trenches located under areas where paving, asiphailtic concrete or concrete will be i i installed shall be backfifled with sand (a layer six-inchies below the plipe and 3-inches . above the pips), and compacted iri layers to 95% compaction, using manual or , P LU � A mechaniical tamiping devices. Trenches for ptping shalil be comipacted to eq,, al this . . ! ift in a firm : compaction of the existing adjacent u-ndii.sturbod soll and shailil be le . unyielding condition. The spriniklor irrigation Contractor shall salt in place, calp, aind I , pressure test all pipting under praving prior to this paving, work. , . 2. Where any cutting or breaking of sidewalks andloir concrete is necessary it shaill be done and replaced by the Contractor as part of the contract cost. Permilosiloin to cut or I . I I brealk sidewalks and/or concrete shaill be obtairiod from the Landlocape Architect. � L No hydriaii diriving will be permitted under now concrete paviing. D. Assemblies: . I I L I I -it 1 . Routing of sprinikier irrigiation lines as indicated on this dirawings is diagiram5matic. Ins All i I lines:(and various assemMies) in such a mainner as to conform with this detapilis per plans. 1 1 2. Install no rnultipile assemblies on plastic Iiines. PLrovide ofach asserm1bily with its own outlet. 3. Install all assemblies- specified herein in accordance with respective detaiii. In absence of ! " detail drawings or s, -ifications portaliniing to specific items required tio comiploto work, . POC � perform such work in accordance with the best standard practice with prior approval of 1 the Landscape Architect. . 4. PVC pipe and fittings shall be thorougihly clisaned of dirt, dust, and moisture . before installation. Instaliliatioin and soilivent-weld miethods shall be ais . recommended by this p1pe and fitting manufacturer. - 5. On PVC to metal connections, the Contractor shalil work the motail conne d4ions ' all first. Teflon tape, or approved equa I, shall be used on 'I threaded PVC to PVC, and on all threaded PVC to metal Jolints. Light wrench pressuire is all that is . required. Where threaded PVC con,nectrions are required, use threaded PVC adaptors into which the pipe may be welded . i. E. Line Clisarance: All I, nes, shall have a minimum clearance of 6 inches from each - other and from lines of other trades. Parallel Iiines shall not be instaliled directly over one another. ; F. Automatic Controller: Install per manufacturers instructions. Remote cointroil valves I . shall be connected to controller in numerical seqUonce as- shown on the dirawings. G. High Voltage Wiring for Automatic Controller: 1. 120-volt power connection to the automatic controillor shall be provided by . I the Irrigation Contractor. I I 2. All electrical work shaill conform to local codes, ordinances, and union . authorities having jurisdictrion. H. Remote Control Valves: Install where shown on the drawings and per deltail. L I When grouped together, allow at least 12 inches between valve boxes. . Install each remote control valve in a separate valve box. 1. Flushing of System: - 1 . Aftor all new sprinkler pipe lines- and risers are in place and connected, all . necessary diversion work has boon colmiplieted, and prior to installation of . L sprinkler heads, the control valves shali be opened and a full5l head of water U used to fl: sh out the system. 2. Sprinkler heads shall be installed only aftor flushing of the system has boon P, Jon of the Landscape Architect. accomplished to this coml lielte satisfaict J. Sprinkler Heads: 1. Install the sprinkler hads as designated on the drawings. Sprinkler heads - ; I to be installed in this work shall be equivalent in all respects to those I � t itemized in the irrigation eqiuip;me,nt legend. 1 2. S,pa-cing of sprinkler heads shall not exceed the maximum as indicated S rawing� . In no case shall this spacing exceed this maximum on the d recommended by the manufacturer. - 3.4 Temporary Repairs: The Owner reserves the right to make temporary repairss . i . I , I ullpmont iing condition. This exercise to keep the sprinkler sys-tem eq i n ops rart 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 � � I X . Contractor s-halil use all possible care to avoid injury to trees and tree roots. � Excavation in areas whore 2-inch annd larger roots occur shall be done by hand. . All roots 2-inchos and larger in diameter, except directly in this path of pipe or - I . ,� . conduit, shall be tunneled under and shall be heavily wrapped with burlap to I . 1 prevent scarring or excessive drying. Whore a ditching machine is run close to I trees having roots smaller than 2 inches in diameter, the wall of the trench - To, adjacent to the tree shall be hand trimmed, making clean cuts th� ug1h. Roots -w -,e,a,l , or 1/2 inch and larger in diameter shall be paiiintied with t o coats of tree s equal. Trenches adjacent to trees shouild be closed within 24-hours, and where , I this is not possible, the side of the tranch adjacent to the tree shall be kept I shaded with burlap or canvas. 3.6 Fiold Quality Control: � I A. Adjustment of the System: * 1. Tha Contractor shall flush and adjust all sprinkler heads for optimum ; -ormarice and to prevent overspray onto walks roadways, and perf I I I . buildings as much as possible. r I 2. If it is determined that adjustments in the irrigation equipment will provide proper and moire aidialcluate coverage, the Contractor may I also include changes in nozzle sizes and degrees of arc as required. I . -e P 3. Lowering rats d sprinkler heads by the Contract shall be accom: ilished . I . 'a within ten days after notification by Owner or Landscape Archit ct. i � 4. All sprinikler heads shall be set perpendicular to finished grade - I uniess 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 I any testing. in writing at least 48 hours in advance of 2. Test all pressure- lines under hydrostatic pressure of 150 PSI and prove watertight. - n . Note: Testing of pressure main line piping shall occur prior to installation I - . of electric control valves or quick coupliing valves. � - I 3. All pipiing under paved areas shall be tested u,ndii 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 h watertig� t. 11 I Tostatit tests shall be made only in the presence of the 5. All hyd C I Landscape Architect. No plipe shall be backfilled unitil it has been observed, tested, and approved in writing. i 6. Contractor shall furnish force pump & all other test equipment necessary. . When the sprinkler irrigation system is completed, perform a coverage test in the presence of the Landscape Architect to idiotermirie if the water coverage for planting ar"s is comipleto and adequate. Furnish 11 . all materials and perform al; work required to correct any inadeq,ualicies � of coverage diule to the deviation from plains, or whore the system has - i . L been willifutly instaliled as indicated on the drawing when it is obviously . r Li inadequate, without bringing this to the attention of the Landscape ; - I Architect. This test shaill be accorrimpil-i-shed before any groundcover is . planted. 8. Upon completion of each phase of work, the entire system shall be . I tested and adjusted to meat site roqUremonts. I . 3.7 Maintenance: � A. The entire spriniklor irrigation system shall be under full automatic oration for a period of seven days prior to any planting and for 90 op I days aftner in"ction to begin maintenance period. I B. This Landscape Architect reserves this right to waive or shorten the I . operation period. L � ork progresses. 3.8 Cloan-up: Cleain-up shall be made as each portion of w Refuse and excess d1irt shali be removed frorn the site. All waillks and paving � i shall be biroomod or washed down, and any damage sustained on the work . r 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 . i Landocapie Architect at the time of final inspection. Any items deemed not acceptable by the quailified observer shall be reworked to the I I � colm; list@ satisfaction of this Landscaipe Architect. p L B. The Contractor shall show evidence tio the Landscape Archdact that I 7 the Owner has received all accessories, charts, record drawings and � I equipment as required before- final observation can occur. L 3.1 0 Observation Schedule: � A. Contractor shaill be responsible for notifying the Landscape Architect in I . M advance- for the following observations according to the tis is indicated: 1 . Pre-job conference - 7 days. 2. Pressure suppily line installation and testing - 48 hiourss. , 3. Automatic controller iLnst,alilation - 48 hours. 4. Control wire installation - 48 hours. 5. Lateral Itne and sprinkler installation - 48 hours. . 6. Coverage test - 48 hours. 7. Observation to begin maintenance period - 7 days. ation - 7 days. 8. Final Obsery B. When observations have boon conductod by other than the Landscape ' Architect, show evidence of when & by whom these observations were made. � :1 '�Li � ljol. , No observation will commence without record drawings. In the event the C. . � 1 - � Contractor caills for an observation without record drawings,, without I comipleting previously noted corrections, or witihout preparing the system I . . for observation, hie shaill be rosioins-ible for reimibuirs-ing the Landscape 5 � I Architect at the ratio per hour (portal to portal) plus transportation Costs, I 1 for the inconvenience. No further observations will be scheduled until this charge has been paid. END - '4,-,T-,, ;� 3'"b . . .. ... . .. - ... . I .i . I - I - . .. D e s i g n S it u d i o s I a n d s c a p e @ D e v e I ci p m e n t www.landscapedevelopment.com 5 301 Young Street Bakersfield, California 93 3 1 1 P h o n e 6 6 1 - 2 4 1 - 5 0 9 0 F a x 6 6 1 - 2 4 1 - 5 0 9 4 -..t..-­:.'.'. - . . '........._._­ i����'...'i."��"I'�������".".���������.:�..� ...... . *­.. I . . .....".."...- �. 1. 1. V. , . . i�,,�.�.....',.�,!....,.......��-�-��'': . . ­ � � .�`1`11 111'111"-��t*_�­ ...... �... I - � ".....'.. �:;��ii'i'l .�"'*i'i .�' � ...1-1-.....' "I "I .% .I 11: .1- � . - '. .�L�'�:::.�:. � I , - '' ' ­** ... � . -.1 ...- I .-I.I.- -.1 & .� . . � . . � .... I ... � . . __­ . ' I I . . ­ . � . . � I . ... I ,; :���: :_ _� ...... �'­ �:'...' ... I 1���!����!�i��!�I�.* , . ....... ... I.... . W�' �'.'­'.._. I ..... . � ... :..�,���.-,�.-'�������������������.,..:. � ....,'...­­ ... . �.. .. . � " ...'._ I.. 1111, Z . I I .. . - . .. I � ... ..1. .. .. .1, . ' . ­.­ ­4'..."...........' ?",",i.�",!�*�,,��.*--.'�-'..-����� �':: �: ­'...:. ,. � .: �".'.,��".,.-�.--.�.-..-�:��l"..��,:� __ . .. .11�V%.".!��""Il...�.......�'... �". ".."""!�,'*.:*.,�.*:�..:�.:� :� � . -1. ... �',..' '­'­':' - '.....' ....... . . I-: .... ... ..... �.. 11. . I. 0 F ... : �'....... '. . - . . I . � �. 8 ',.' ' .i��0.'.':­ ... I ... I ... �� .. '�' ­­.­ . , , . � _.' _111'.�.-.�­­ !�'M�...'. .'. ­........ - ....... � I I � . k . � .1 . 1. ;�� . . ....,....- ... ..". .. - �. .. . ; . S . � � 1. 1. I � . CD .... ;� . .Y I - . �.. I �� ...1. i��������������������������,�','�l������:���. ­­ �. ... . i����""���...�'I'�����������������������������!��: ,.. .. I—. ' 1. ... . 'r .. . . V's �� A., I '� . . � .. . . . ­. LO I I I.- ,�. '�.:_.'­ . � . El -.1 I- I... '...... ..' .1 .. .. - . , . ... -'...-',,_ �.����� I '­­ I ..." 11 - ..'__ � I . �".-' `�"�""'�". "�'�"�.' 1. ... 1. """ 1_....�....' 11 - 1": V A . - I I t .1( ��': .�� � U) a-00 I... -­ _�...."_ �R _',:.;� �. I 1­ , , . �,1.1*1'.k'_'... - - '�%�­v`X."' . ..,�'.,'��.."�..-..��.."...."*",.,",.,��,,�,, �' - _. , �:._' r"..,­­­'! - �.'..."'.' "'. _�" ,' � �"`-' " � ­ �..-_'��R,"' . .L. � ... ,I, ...... W ........ ... . . t-... . � .. . I �. ­.. . -_� D 'r- I W IVIII.I.N..,11 ..' .. . qi�r'v�%�'��­" - - . ._.�­.�'. tr,!Ir.!c.�f�t�­ - �.-.....­.'­ . . i'WiV.W�it" . I !E' ���.�"..".��.."",�������i���� . i�� � .� ......... - . X. �!wvv� ,�.;!r� � ,,, ,-��i�Ni�..����:�=. I :�.� � ��. T. . � - . . I . . - .: Zg4w . I 0 Xv * - . A . . V..[�:.s.:"�': �;_ I .. �:..: " � . � - 0 co W W 11 a - i. � �. I i­.....� . �i.K��_ - . in, '.���.",:�i�����������������,:.�.�� I......'�. - - - " 1'.1.In" ... ........' ��..�'. ...........'L ­ _4 �. �'­ '. "' ""...."'I"'..", �'i"'� . � . . L�- . - ��_ ._. I 4M. . O.' * .III ... - - I I & , . - : . . V V_ 0 Cn _­. _'_'_ . ;i:i: ... �i�;!;i;-�!;;­; ' - I....... "' - ­.;...... , i, '­­. � �� - ! .: "... ". 0 ii . . "I'....." ... . . X. . . . . . . 0. . I . � � I . . [-L (n .�M==i.. ............. . ..... ... .1- ...77. .1- .1- .1- .1- .1- - .;.;..:... :1r.!;!-t;�;!;....1_ ;.;;;!;:;::;­! ;L':*�.... . '.. .!;;"; z;'! . ... . �. ­.. ';.';....!;.;�;.;-. ......... : 5'.'..- �;;'!;:;;�­ .. .... -'. .� . . . ,!;;,;;;.;,. i!ni:;��:! :�_... . . ;,;;;;;;.i!;.;!ii!,i;!*i:;;i�;:I . I ';­.;!;!;:;-;:; .... . � . . ....­"i't:;;.':;.;,- I—— 1. ,g ::i '. . !;.. �i . . . I W. . A . A . � - - . ;_ . ..A. I .. I . . � , 6 i M ;!;;�;!*'*;RHi;i1i.;!'! . -1-- � :,;;;;,;, -;:;: ei:;:­. :;;;;..;!;!;:; 1:' ;;' - . _;ip;�­! ..... ... .. il'; V;0;111111111; ...*. .­;..;!; 1!1;1!!! .... . L;k!...':­ ,;. ... I � .;.;.;!;i;;;i;��;��;;:;:ii:i;...!.;".. ''. � ;�';�;�; . - 91 . 4.1�.J � A . � � A . . . � , 9 �e 6 ...:. b..%..... I. .w 1. . . ...I. N­p". .. I .;.W;!�.L�`­;'r' .. - .. ......... ;.;�;�;��'.!�;';­­:.... . : ... i.;;� ;:i, � I _­;�;4 �`�O!V:�;'; '1'. . .!;.;.i.;i� i . I:- ....... 4 . . . .- .. .5 , : - . I . AMR:. . . . . UJ C.) d �;�I.� ;.;�; :;ui. :. 1. ­;!;!;W;- _:':.':.- . .. :,�;;!;;"�'!;;!;!;!;.;;i:;i:: ....... . .. ... ......... I.... - ­­-.... . ;H.1-i 1!';;t;t;!;:i'L:'. '.;,­.':­.. .1 . ­. !;!;!;.it-;;�;�;�;;;::.;..!.:,�;..�.." '-!;�t;*; I . .... , . . . �.:. , � . a , . . I I I 0 0 _J . ':1.;';_:;': � . I %!i;;!;1;; ';!;!;.. . ,: ­. . I.;;'_;';.;;­.'.;;;.; 7; . � ,;;,;;.:!;!;!;r ..- �.. . :;;,;, . z .'. I, `;­....."........ I � .. .....1.1 .....­....' I ; "I ,... . � ! ­....'... . . -;;;!;,;;!;;*;;!;!;:;�;:;:;:.... � .. 1;.. ';';:;.:..;_:­' I ;!;..!;!;.;.....:�:1.1�...�...:�..., I .. . . I 11,;'i-s'.- . ..... ...".t...t... � ... . . � . � I I .... . . . - ­­ � 'm . . 0 W W - - W_ U_ -J ;; 1.1!;..!.; I .;!;;�;%!;?;.! .. ....... . I!; . ­01 ........ . ;ii;il�lil�i�i�i�i�!!:i�:;:�:,:.:.: . !;.. . _;; ..­!.. . .!l."", " it;!;!�!��;i��:i:P:�!:�': �: �. � ... .!.! � ; �,ii�!...,;;!.!���:����l:!:�:!:!:::.� �. �.:.: . . I ;';!`i!;!;:;'ii;: 5.1.' . I . . . . . . : � . � . I . . . 1. I . I . I . I - _J 0 00 - 0 2 W. ,nX, W��­ . I. I-- . '!b!t�.';.;; ';!;!;:';:;.i.i­;.:,:�:.'' - . .;!IiL;..� �;!;?i�­:­ ..: .-A.. :!!IH!L!;�E� .;-;.;:c1:1:­:­­ ,.. I - . . . . ., � , ; . � . I I . . 0 co UU i�i..'.....;!.. . ;-;.;:p;:':':.:..:...... I __ . ­!!.;!;;�;�:;i:1.::.. 1! ;�;.i. .. I.. � . . :!�:.!:��.� . . "i'! ...... 1. i.N;;!;!;!;;..':.... ;!;4! ....... 1.i;:;.; .. *. �' .i...... . . IR'. .. I , . . I.. ...... 11[�s ......;;; .;.;�;.:!�!..:!_!� . � ..� �� ;�i!;!;;. ­.... ,ii, .,;.!;.;.; ,!;.-.;,;. '.....-I - :;!,.!; ;;!�!!:i:N!�:. . . !;,-;; _. - . �'. .. ... . . . . I -:- . . '111 . I . . . . : �:: . . . . . � . 6 "- �d 3: Lb < I . ; , I .;!;.; ;1;!;R*!i! !T!!!.i;� N i:Y:'!�.: �..�... .;!!i!;!�!;;,;:;.;:i.;:;:.:;.;,...'�.. . ;.Vi�.%; . .;:i .... !.!� i;!:!!�;i iei:N i:J:�.� �. i.. I . �;;!;�i!il!l;!;�;,;:;,i�;�,:I;.;. I .;' -.;..!;; . :.�: .;O�Mr � R..!;!;!; . .;!..!...;�;,�ii!!i��i�!ii�l�i�l�l�!��l����!:��::�.. � �....... ,-;!�:!;;!;;;I�!;!;�;����!��:::i:�:�i�:.:.:�. ,!L .. ��'*i*;�ilirie;:;';!; :1; _ - :;,= .;:�:­::::':'­:.' � ,t;;!.!�'�!!.�!;-;';';'; ........... . ... . . . . I ­. . . . . : .... . : . , - . 11 - . . .1 . - . I . � _ I I . .� I � . � . � .1 . � I ,ii, - W . Z Ui - -8 @) a 0-1 0 < co iiiiiiiiiiiiiiiiiii Z CL < Fiiiiiiiiiiiiiiiiiii� C) Z W LU ___ < M qRt L) 2 ud D ad W% 0 > < in .J 0 0 U) W W W UJ LL 0- .= < -- co U) M Fiiiiiiiiiiiiiiiiiii . < W 11111111111111111111111111111111111111 LU (n 1: V UJ 5; 0. . < Q= 100 < < I 0 Z (n __ W C :D Z co , 11 i 8 - W 'a r_ 0. < X iiiiiiiiiiiiiiiiiii I . _J IL I DR.AVMG TITLE: 11 IRRIGATION SPECIFICATIONS . I - I I . I. . 11 �_ � ; it � S ..'..(- ' ' .1 11, M....-I. . ,Yh 19 .,.'- .1, - -1(-> I I L 1. '. i��' .. 'L.'. ;lot C-) A.-Y 11 ..' rA 1 4 Ak- 1� - I r-6 Q*) I en Lx� I ** 7 "_3 04 V­ 7W "' - ". " " ­' * ; -'ff ' �'_'T '-Afef ;I. * $42 #I 11 L 4 '7Dd tp, �� APRM 30,2015 � E Xp. D aft '4"-, '41 OF C X I --------- J DATE: 04.08.2014 . SCALE: 1 11=201-0" DRAWN BY: CB/CA JkiOB NUMER: S,HfI I ..E,r,., LSm601 t I SWET 13 OF 14 1 ----"-.--- - , I . � 1 :;; 0 2 . -5 -.0 .6.0 - r_ 0 a) 0 = 0 E .r- CL 0 3: 0 = .. LU . V V_ RIN V Ir" 0 I I I I I (a a Z '_ > S 10, . I 0i in - :3 C tv 11'' I Ui N_ I I I I I- .- - Q CL El. I 8 ­-0 05' (3 Q) -0 r- I - CFO .,..F:s _J Ui - -8 @) a 0-1 0 E w .0 0; w CL 0 .9 sq ii .0 G>) is ,_.a T 0� Q (D 0 ;S C � 0.00 0 ; 5 M am , 40V 0 r- a, 0 4) 4-0 .0.2 0.5 '4 __ a .. ---- C_ .a N 8 = ,*-- 0 _J �g 0 41), a UJ U.) 6, 5 - a a- ce, � , 11 i 8 - W 'a r_ 0. X - 2 -0 , 8 § = 0 0 8 J 65 8-0. 'M - W W - � M 0 C U; 0) t to ..*w a.1 (a .0. Z Z W - I.L.: LQ) t .. 0- - I [3 _Q) E 3: W. 0 �0 0 W LU 0 0 >% �E cw� I. - W - -S 1-0 i Q I.r. *-- = 0-1- 0 a �; 0; .�� =. 39 4.) I- �_ Z W �_ Z W .- 3l: J_ 0 & �: = 'a .. 0 2 Z 0 2 2 0 -W 2 zo = 17' CL .- :E! I 0 0 0 a � >_ t: I = -w-11 ,W.9 1 � I 0 0 I 1 I 1 1 I 1 I 1 , a-) � -a -E L- .- - W J-_ 0 8 "� . - .. iw� -7) -0 :tZ; 11:11 I .T . a L:� a 0, 01 '5 - N I I I I I ow CL - r_ " "r 5 5r; I i I I I I I I A I G) . .r Z ­ 0 - %_ r Iii 2 0 I ____J ' IL I DR.AVMG TITLE: 11 IRRIGATION SPECIFICATIONS . I - I I . I. . 11 �_ � ; it � S ..'..(- ' ' .1 11, M....-I. . ,Yh 19 .,.'- .1, - -1(-> I I L 1. '. i��' .. 'L.'. ;lot C-) A.-Y 11 ..' rA 1 4 Ak- 1� - I r-6 Q*) I en Lx� I ** 7 "_3 04 V­ 7W "' - ". " " ­' * ; -'ff ' �'_'T '-Afef ;I. * $42 #I 11 L 4 '7Dd tp, �� APRM 30,2015 � E Xp. D aft '4"-, '41 OF C X I --------- J DATE: 04.08.2014 . SCALE: 1 11=201-0" DRAWN BY: CB/CA JkiOB NUMER: S,HfI I ..E,r,., LSm601 t I SWET 13 OF 14 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, tolols, materials, permits, appliances, taxes and all other costs, foreseeab.T oreseea: le at the time of contract' ce sa le and unf b] iing ne; s ry and iate for the installation of the accompanying drawings. appropir 2. No deviation from these specifications or from the agreement or from the # D general conditions is authorized and no such deviation shall be made unless gi the written authorization, therefore sil ned by the Owner or his duly autho,rized 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 'fications about which any misunderstanding may arise and his decils,im n will speci be final. B. Shoulid 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 blest 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 responsibsie for obtaining any and all necessary building permits from the city of other governmental authorities. C. License requirements: The Contractor shall carry necessary Contractor's California State License or Certificate for type of work listed, such as the Landscape Contractor's, License. D. Insurance coverage: The contractor shall carry all necessary compensation and liability insurance to cover his workmen and work. to protect the Owner from any possible damage suit or lion on the Owner's prooperty in the course of the wolrk 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 �nd due to his woirk 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 neg1ikoence or to his leaving open or unprotected portions of streets or other propertv. 2. Should any part of the work under this contract be damaged by other contractors, the Contractolr and party causing such-damaue shall make adjustments between themselves and not with the (5wner relative to the repairs or reconstruction and payment for same. ge F. Knowleld of s,ite: It is assumed that the Contractor has visited the s,ite and AmA familiarized himseff as to the site conditions and shall have verift 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 co-mponent 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 ch:a s from the contract on the job shall have the prior approval of the Landscape Arch tect and must be approved in writing by the Landscape Architect and Owner. 0 C. Increased costs: If the extra or change is to be d ne at increased cost over and above the contract fee, the Owner shaill sign the Contractors written request for such additional funds for extra work prior to actually do,ing this work. e 1.5 Product protection, storag and handling: A. Site condition: The Contractor, in the course of his work, is to keep the site in a neat and tidy condition as much as is practical so as not to disturb the normal usage of the surrounding areas by the Owner or by others. B. Site clearance: Upon completion of the work, the Contractor shall properly clean and tidy such work and the surrounding areas used by and remove any or all excess materials, dirt, debris from the site or to dispose of same as directed by the Landscape Architect. C. Owner's materials: During the course of the work, any materials, equipment and services may be provided by the Owner and used by the Contractor in the job, for such materials, equipment, and services, the Contractor is to give credit to the Owner at the standard current rate for such items. Such credit, if any, will appear in the final billing by the Contractor to the Owner. D. Plans and specifi cations: All landsca, ing including plants ground covers, soil additives and other misceilaneous a, ruscape items shall be provided and installed in strict accordance with plans and specifications prepared by Owner. 1 E. Changes: The Owner sha, I have the rig,ht to make minor changes in the esin landscape design and installation to insure practicality of d n 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 dtllalinage as indicated on the plans. Unless otheflwise noted, finish grade shall be below hardscape as follow: 2" for ground cover alreas, 1 for lawn areas. 2.2 Moisture content: The soil shall not be worked when moisture content is so great that excessive r compaction will olccur nor shall it be so dry that dust wil] occur and form in the air o; 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 areasby their roots wherever possible and removed from the site. Wh ere necessary to discourage reoccurence of this material the Contractor shall apply one or more treatments of a sat:isfactory chemical per manufacturers directions in regard to concentration plus a1liowance of an ample period of time for effective performance prior to cultivation. The site s.-hail] be ma intained in a e mai nance perio weed and litter free condition during tho nte, d. 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 h re place of growth and/or t, e project site at any time befo� or during progress or work for size, variety, cond;ition, 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 eg! s and shaill have healthy normal root systems well fif[ing their containers, but not to the point o being root bound. 2.5 Protection: Protect and maintain a1l plants from sun, drought, wind, theft, rain and heat at all times befolre and during planting operation. 2.6 Planting requirements for trees and s.hrubs: A. Plant materials in quantities and sizes specifiled shall, after grad-ing operations, be s. tted PO sca, pe o be approved by the approximately as shown on the land drawin �s and are t Landscape Architect befolre being removeld from containeirs- and excavating soliol f6r planting. i lasyst B. All backfill materials shall be mixed thorough:ily on site before using. See soil ana from soil engineers for exact compaction rates. PART 3 - EXECUTION 3.1 Planting: i i A. Container-grown plants to be planted in plant pits two (2) timless widde than plant contailiner and a depth Of tWic n e the height of plant Container. Pla, t crown to be slightly higher than its natural growing height after sieftlement. B. Pruning of plants will not be toilerate.d. C. All plants shall be watered immediately, befoire backfilling planting pitS. D. All areas receiving plants arnd/oIr hydroseeding shaill be moist to a depth of 6"' at time of planting. E. Plant all plants 5' minimum from irri atiLon heads (slo s only). -9 pe 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 wocrk shall be as directed by Owner's field re resentative, who shall be ap1pOJLnte-d prior to p� the commencement of the work. 3.3 Contractor shall submit all material receipts to Landscape Arc' itect. 3.4 Maintenance: A. Maintenance period shall not begin until entire installation is accepted by the Owner. B. Maintenance period shall be for the foilowing duration: 90 Days. 1. All plants and planting shall be guaranteed for the follio-Wing durations beginning at the first day of the- maintenance period. Trees and shrubs, 15 gallon and larger .... 1 Year Potted plants & plottery., ................... 1 Year Shrubs, 5 gallon and smaller .............. 910 Days Ground cover .......................... 90 Days Lawn .................................. 90 Days 2. All dead, damaged or broken plant material, including sodded and seeded lawns and ground cover, shall be replaced at two-week intervals. C. Fertilize with 2 lbs. actual nitrogen per 1000 sq. ft. at end of 3:0 days. Landscape Architect will specify type, depending on season. Perform last fertilizing at end of maintenance pleriold in thie presence of the Landscape Architect. PART 4 - PLANTIN,G NOTES 4.1 Landscape Contractor shall repair andlor replace any damaged plant material which is 109] d amaged d ue to h i s n i gence. 4.2 Landscape Contractor s.hal] be backch,arged foir Landscape Architect's time in locating any W ested by the construction manager. landscape material as requ r e, 4.3 Landscape Contractor s,h-Wl submJt all amendment quantity receipts to construction manag andloir Landscape Arc,hiitect for apDrOval. �rfoir :1 4.4 Contractor shall pe,; m al fertilizing in the presence of the construction manager or Landscape Architect. See Soil Preparation Requirement, sheet LP-1. r main 4.5 Contractor is respons,tbile foi; taining a1l areas in a weed and debris free condition i throughout the miaintenanice period. (See spec;i1fications). 4.6 Plant symbols take precedence over plant quantities. rta n �o the site s 4.7 All plants hall be protected against heat, sun, wind and frost during transpo: tioi; t and while being held at the site. Do not stodre plants in totall darkness for molre than one day. 4.8 Willited 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 befolre or after planting. 4.11 Landscape- Architect shall al prove final placement of all trees, shrubs and vines prior to planting. P. 4.12 All surface rock and debris 3" and larger shall be removed from planting areas and then from the slitle. 4.13 Crown of plant sha1l be slightly higher, after settling, than adjacent soil. !irect 4.14 Prune trees as di ed by Landscape Architect after inspection. 4.15 Remove water basins from all trees located in lawn areas prior to hydroseleding instalplation. 4.16 Any and all damage in new and existing paving caused by the Cointractoir shall be the responsibi:11ilty of the Contractor and be repaipred by the Contractor. 4.17 Install al] trees and shrubs prior to planting of gProlundcover and/or hydroseeding. PART 5 - HYDROSEEDING MATERIALS. -OMIT 5. 1 Seed: A. Labe] seed and furnish in sealed standard containers with sign:ed copies, of a statement from seed vendioir certifying that each container of seed delivered is fully laboled in Ce �u d is equal to oo better than accordan: with California State Agric; Itural Code an. r requirements of this section. B. Contractor shall submit all sweed labels and certification letter to landscape architect-for verification and approval. C. Seed whic,,h has become wet, moldy or otherwise damaged in transit or storage will be rejeC Led. 5. Fiber Mulch: 0 A. Composed of green co-lored wolod cellullosse fibeir containing no ge�rminab n or growth �b inhiT; Jting factors. B. Mulch is to be manufactured in such a manner that after the addition of seed, fertilizer, i .1 n b water and adiditives in a specilal 1,5100 giallov s1lurry taink, the fibers and a ove materials will become uniformly mixed to foirm a hom- eneous slurry. 09 peC C . Weig1ht s, ifications of this material from the suppliers and for aT I applications, shall refer only to the air dry weliaht of the fiber materials. Absolute air dry weight is based on the normal standlards of the Technical Association of the Pulp Industry for wood cellulose and is considered equivalent to 10% moisture. Each package of the ceillulose- fiber shall be marked by the namufacturers to show the air dry weright content. D. Acceptabile Manufacturer: Conwed. 5. 1 Seed: A. Dry, organic powder hydrocolloid foirmulation. B. Hydrate and d1isperse in a mixino tank with circulating water from a homogeneous s1urry, M in presen one or in combination with other materials. p!:H to be stab1i ce of eith4 r al[ feftilil C. Appilic ation of s-oni I a nd m u [ch tack f4r to be m ade at a M in i m u m rate of: rdi a -80, pou nd s per acl W. a. F1 t areas b. Sloped areas (3:1 or steeper)-1 20 pounds per acre. D. Acceptable Manufacturer: Ecollogy controi-M Binder by Conwed. E. Chemical aaerminlating additives shall be Catalytic Pre-Emergile o,r approve equal. F. Urea foirmalde,hyde shall be a pelkletized commercial feirti1izer for hycimmulch s1urry. A W IWO 5 301 Young Street Bakersfield, California 93 3 1 1 P h o n e 6 6 1 - 2 4 1 - 5 0 9 0 F a x 6 6 1 - 2 4 1 - 5 0 9 4 . .. ...... .. . . ....... .. .... & . ....... 4WA6.: . . . . . J . L0 .... OR AW 0 11 i. i - A_ W L<L Cl CL 6 Xli . ......... . A wo .... ...... �.D 42 0 E 0 W CO U) No!" . . . . . . . . . . . . . . . . cu" 000 LU A M > C4 DRANOM TITLE: PLANTING SPECIFICATIONS 5, APRIL 30,2015 1FRx"p, IDNaftte - of, C X X DATE: 04.08.2014 SCALE: 1 ".9--201-011 DRAWN BY: CB/CA JCM NUMBER: SHEET: LS�ow SWIET 14,01F 14 0 0 �.D 42 0 E cu" > C4 0 wa DRANOM TITLE: PLANTING SPECIFICATIONS 5, APRIL 30,2015 1FRx"p, IDNaftte - of, C X X DATE: 04.08.2014 SCALE: 1 ".9--201-011 DRAWN BY: CB/CA JCM NUMBER: SHEET: LS�ow SWIET 14,01F 14 �.D 42 0 E cu" > C4 0 wa 00 a 0 (a EC -L .2 ? 0 CO 0 0 0 01 low, r_ > W C 0 0 i W M v) CL t. Z 0 L� C0 WE 0 0 M. >, Z Z e W 0 0 0 0 E 0 Z 4@ 0 -g:� N C4 > DRANOM TITLE: PLANTING SPECIFICATIONS 5, APRIL 30,2015 1FRx"p, IDNaftte - of, C X X DATE: 04.08.2014 SCALE: 1 ".9--201-011 DRAWN BY: CB/CA JCM NUMBER: SHEET: LS�ow SWIET 14,01F 14