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HomeMy WebLinkAbout5.5-12251CITY TRACT No. 6169 - UNIT 7 M. BC. 52, PG. 122 �I �. s . ..�„ 1 ..... _... - 1, ; 1-7 ;I, ' TRACT No. 6169 - UNIT 5 u �; Imo- - 1 -- `IL ' _ I # M• BC. 55, PG. 79 _L_ f c� i <C C i0 PARCEL B ' w LLA. No. 14-M7 0 t"Z • PHASE 3 w PARCEL 1N PHASE 9 < 'L FRE PARCEL 1 PHASE 7 N ~' PARCEL 1 PARCEL A '� \ t Wcn t, o `` VTPM 12251 LLA. No. 144X27 O °- °' r' rO� �I Ff.CATF OF ; ' ' PHASE 8 ' ' ' # # ' ' COMPLI/NE ! ! # # 1 iZ Igoe # # ( # # ! E 1 1 PARCEL 1 , R Q E� 1)4 N, 1 �ars ! 1 12€015 PER 1 DOC.! N4. I 1 ' `° w I N PHASE 1 w w w w ti �020�7648- 0. R. _0 L01 i PARCELI W0 CIO C-) �� ,# i111!!## #11# ! ,rZ l Qm QM ! ! # # ! i # ! ! # # I I I I it _ < = < PHASE 6 # 1 € 1 1 1 ! ! ! 1 1 1 if 1 # ! ! 1 # ! if 1 1 1 1 1! 1 1 1 1 1 1 1 1 i �� �� PARCELI ;LJ��LJLJL_1�iLJLd If-_--__--_-_- --------- m= ------- L -i' L------------ .r w .w+wrw� PANAMA LANE - � r a/-+�.+� Ih LIMITS OF PUBLIC I s LANDSCAPE CONSTRUCTION I TRACT No. 6678 _ I r I M. W 60, PG. 44 I SCALE: 1" = 200' 200' 100' 00 200° 400' INDEX OF SHEETS SH F,ET TITLE L-1 TI TLE SH EET L-2 PLANTING PLAN, DETAILS & NOTES L--3 IRRIGATION PLAN & NOTES L-4 IRRIGATION DETAILS L--5 SPECIFICATIONS GENERAL JE(;T _N TES: 1. PRIOR TO START OF ANY PHASE OF CONSTRUCTION, ALL UTILITIES, METERS (POWER & WATER) MUST BE SET AND FULLY OPERATIONAL. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL PUBLIC UTILITY STANDARDS AND SPECIFICATIONS. CONTRACTOR WILL ALSO BE RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES TO START ELECTRICAL AND WATER SERVICE IN TIME FOR CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL APPROPRIATE PUBLIC UTILITY STANDARDS, SPECIFICATIONS AND METHODS OF CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CIN OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT, (661) 326-38661 AND PUBLIC WORKS, (661) 326-3049 FOR AN ON-SITE PRE -CONSTRUCTION MEETING. 18. NO PLANTING SHALL BE PLANTED UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED. FINAL GRADES HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND SOIL PREPARED, AND THE WORK APPROVED BY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. 19. PROVIDE ROOT BARRIER FOR TREES WITHIN 5' OF ANY EXISTING OR PROPOSED PAVING OR STRUCTURE. 20. CITY OF BAKERSFIELD STANDARDS DETAILS, INCLUDED WITH THIS DRAWING SET, TAKE PRECEDENCE OVER ALL OTHER SPECIFICATIONS OR DETAILS. 21. CONTRACTOR SHALL INSTALL A 6" CONCRETE MOWCURB AS PER CITY OF BAKERSFIELD STANDARDS AT EACH PHASE LINE AND LIMIT OF CONSTRUCTION LINE. 22. EXISTING PLANT MATERIAL SHOWN IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL 5. CONTRACTOR WILL COORDINATE CONSTRUCTION WITH THE CITY OF BAKERSFIELD BE RESPONSIBLE FOR PLANT MATERIAL IN CONFLICT WITH NEW CONDITION REGARDING; RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE SO THAT REMOVAL, RELOCATION, MAINTENANCE DURING CONSTRUCTION IN ORDER TO MEET THE INSPECTIONS CAN BE MADE AT CRITICAL CONSTRUCTION PERIODS BUT IN NO CASE INTENT OF THE CONSTRUCTION DRAWINGS. LESS THAN.- A. HAN: A. AT THE START OF LANDSCAPE CONSTRUCTION B. IRRIGATION PERFORMANCE TEST AND HEAD COVERAGE C. PLANT MATERIALS AND PLACEMENT OF PLANT MATERIALS, GUYING & STAKING PROCEDURES D. AT THE END OF CONSTRUCTION BUT PRIOR TO START OF POST --INSTALLATION MAINTENANCE, AND E. AT THE END OF POST --INSTALLATION MAINTENANCE PERIOD FOR WRITTEN (OWNER'S) ACCEPTANCE. 6. CONTRACTOR WILL PERFORM MAINTENANCE AS IDENTIFIED IN THE SPECIFICATIONS. ALL COST INCURRED UNTIL THIS TIME WILL BE AT THE EXPENSE OF THE CONTRACTOR. 7. CONTRACTOR IS RESPONSIBLE FOR SECURING FINAL WRITTEN ACCEPTANCE BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE FOR THIS WORK. IN NO CASE WILL THE CONTRACTOR BE RELEASED FROM MAINTENANCE OF THE IRRIGATION SYSTEM OR MAINTENANCE AND REPLACEMENT OF DEAD, DYING, DAMAGED, OR OTHERWISE UNSUITABLE PLANT MATERIAL UNTIL THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE, IN WRITING, ACCEPTS THIS WORK. 8. CONTRACTOR WILL FIELD VERIFY FINISHED GRADES AND VERIFY THAT THERE IS POSITIVE SURFACE DRAINAGE IN ALL PLANTERS, TURF AREAS AND AWAY FROM ALL PLANTING HOLES. IF POSITIVE DRAINAGE DOES NOT EXIST NOTIFY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING FOR WRITTEN AUTHORIZATION AND INSTRUCTIONS TO PROCEED. 9. CONTRACTOR SHALL DEMONSTRATE TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE THE FURNISHING AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS SEE SPECIFICATIONS WHETHER A SOILS TEST IS REQUIRED OR NOT. 10. QUANTITIES ARE CITY OF BAKERSFIELD RECREA11ON AND PARKS DEPARTMENT ESTIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN. 11. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY REPORTED IN WRITING TO THE ATTENTION OF THE CIN OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 13. ALL PLANT MATERIAL SHALL BE APPROVED BY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. 14. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. 15. CONTRACTOR SHALL NOTIFY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT OBSERVATION SCHEDULES. 16. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND BACK FILL REQUIREMENTS. 17. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR SHALL CONTACT CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT FOR RESOLUTION, FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. 23. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BARRICADES IN ORDER TO FILL THE REQUIREMENTS OF EXISTING PLANTING PROTECTION PER SPECIFICATION. 24. EXISTING PLANT MATERIAL SHOWN ON PLANS IS DIAGRAMMATIC. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT THE SITE TO FAMILIARIZE HIMSELF PRIOR TO START OF WORK. 25. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANGE PER CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 26. CONTRACTOR SHALL DEMONSTRATE TO OWNER'S REPRESENTATIVE THE FURNISHING AND INSTALLATION OF SPECIFIED SOIL AMENDMENTS WHETHER A SOILS TEST IS REQUIRED OR NOT. 27. CONTRACTOR IS RESPONSIBLE FOR CARE AND MAINTENANCE OF EXISTING LANDSCAPE AND IRRIGATION SYSTEM DURING CONSTRUCTION. 28. EXISTING IRRIGATION SYSTEM SHALL REMAIN OPERATIONAL DURING CONSTRUCTION. 29. CONTRACTOR SHALL INDICATE IRRIGATION SLEEVES BY CHISELING "IR" ON THE FACE AT EACH LOCATION. 30. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110(N). ONE COPY OF THE SIGNED PLAN SHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). APPROVAL OF WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE 31. UNIFORM DEVELOPMENT IS REQUIRED FOR THIS PROJECT. SHOULD ANY PORTION OF ANY PHASE OR SUBSEQUENT PHASES BE CONSTRUCTED AT DIFFERENT INTERVALS WHERE THE POINT OF CONNECTIONS ARE LOCATED IN AN AREA OTHER THAN THE CURRENT PROJECT AREA, THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL INCURRED COSTS ASSOCIATED WITH THE AFFECTED AREAS UNTIL THE PROJECT'S MAINTENANCE PERIOD HAS BEEN COMPLETED AND A WRITTEN FINAL ACCEPTANCE FROM THE C.O.B. HAS BEEN ACHIEVED. VICINITY MAP NO SCALE ALL POINTS OF CONNECTION FOR ELECTRICAL SERVICE FOR IRRIGATION SYSTEMS SHALL BE INDEPENDENT FROM THE TRAFFIC SIGNAL POWER SOURCE/STREET LIGHTING POWER SOURCE. A SINGLE LINE SCHEMATIC FOR IRRIGATION SYSTEMS SHALL BE REVIEWED AND APPROVED BY CITY ENGINEER PRIOR TO START OF ANY LANDSCAPE/IRRIGATION INSTALLATIONS. PRIOR TO ANY PLANTING OF NON --TURF AREAS, THE SOIL OF ALL SUCH AREAS SHALL BE STERILIZED WITH A CHEMICAL RECOMMENDED BY A CER11FIED PEST CONTROL ADVISOR AND APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. ALSO, NO LESS THAN TWO WEEKS PRIOR TO FINAL CITY ACCEPTANCE, A PRE --EMERGENT CHEMICAL SHALL BE APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. 24 HOUR NOTICE IS REQUIRED PRIOR TO START OF CONSTRUCTION. CALL CITY CONSTRUCTION SECTION AT (661) 326-3049 AND CIN PARKS AT (661) 326-3866. BEFORE ANY EXCAVATION CONTACT USA UNDERGROUND SERVICE ALERT, 1-800-227-2600, FOR LOCATIONS OF EXISTING UTILITIES. BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) THE TOTAL SQUARE FOOTAGE OF THE MEDIAN ISLANDS AS MEASURED FROM THE BACK OF CURB TO THE BACK OF CURB IS: 4,2331 S.F. TOTAL LANDSCAPE AREA IS: 1,792 SF. EN E STATEMENT: I HEREBY STATE THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, APPROVED. ROGER McINTOSH, MCINTOSH & ASSOC. DATE R.C.E. 33322 REVIEWED BY: RECREATION AND PARKS DEPARTMENT ♦\ -- VI- 2a ii! REVIEWED BY: i�' -- . ----- It It 1712,OLO TRAFFIC ENGINEER DATE APPROVED BY.-. NICOLAS C. FIDLER, DATE PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD R.C.E. 61069 APPROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENANCE. Know whaYs below. 011 1 before you dig. mo d Its P IFS,�3a � 0 T. 30 S., R. 27 E. 0 19 HARRIS RD 20 Q > PANAMA LN Qo W PROJE T O*O0 m 81 EW 29 30 c� 0 J 0 VICINITY MAP NO SCALE ALL POINTS OF CONNECTION FOR ELECTRICAL SERVICE FOR IRRIGATION SYSTEMS SHALL BE INDEPENDENT FROM THE TRAFFIC SIGNAL POWER SOURCE/STREET LIGHTING POWER SOURCE. A SINGLE LINE SCHEMATIC FOR IRRIGATION SYSTEMS SHALL BE REVIEWED AND APPROVED BY CITY ENGINEER PRIOR TO START OF ANY LANDSCAPE/IRRIGATION INSTALLATIONS. PRIOR TO ANY PLANTING OF NON --TURF AREAS, THE SOIL OF ALL SUCH AREAS SHALL BE STERILIZED WITH A CHEMICAL RECOMMENDED BY A CER11FIED PEST CONTROL ADVISOR AND APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. ALSO, NO LESS THAN TWO WEEKS PRIOR TO FINAL CITY ACCEPTANCE, A PRE --EMERGENT CHEMICAL SHALL BE APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. 24 HOUR NOTICE IS REQUIRED PRIOR TO START OF CONSTRUCTION. CALL CITY CONSTRUCTION SECTION AT (661) 326-3049 AND CIN PARKS AT (661) 326-3866. BEFORE ANY EXCAVATION CONTACT USA UNDERGROUND SERVICE ALERT, 1-800-227-2600, FOR LOCATIONS OF EXISTING UTILITIES. BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) THE TOTAL SQUARE FOOTAGE OF THE MEDIAN ISLANDS AS MEASURED FROM THE BACK OF CURB TO THE BACK OF CURB IS: 4,2331 S.F. TOTAL LANDSCAPE AREA IS: 1,792 SF. EN E STATEMENT: I HEREBY STATE THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION, APPROVED. ROGER McINTOSH, MCINTOSH & ASSOC. DATE R.C.E. 33322 REVIEWED BY: RECREATION AND PARKS DEPARTMENT ♦\ -- VI- 2a ii! REVIEWED BY: i�' -- . ----- It It 1712,OLO TRAFFIC ENGINEER DATE APPROVED BY.-. NICOLAS C. FIDLER, DATE PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD R.C.E. 61069 APPROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENANCE. Know whaYs below. 011 1 before you dig. mo d Its P IFS,�3a � 0 @IIIIIIIII •:e:E�B' w w .tee w w �_ w s ��.�. w e r�r w w �1�_�r. w r �rlwr. lw�. a �� �.1 - +w-�rr w w r r r a .� w i.r�..�, - e 1.w.`.r. e w-.11r"1�� w w ..�w..l.l. w 1r rlrrr�l. w w �.� w w 1r•+�..... w .� ...w..l. e w ,r.�/ �.... STAMPED CONCRETE HARDSCAPF %,0.i* 4, I X` _ "� �. wirr w w 1nl.w�. �.. w +ter w ._ ..wr_.�.•. w w +�.�. w w w.11�..rr w e �.�. e w +.rww..w e w _`. ��----�.._ FUTURE CURB, GUTTER AND SIDEWALK PANAMA LANE-, r PROPOSED RIGHT-OF-WAY �•-._..Ilre�.11 w - EX. RIGHT-OF-WAY A _ _ S N ANMa WM P 1M Mow Strip (See Compacted Soil PLAUMM WTW 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT 7. THE CONTRACTOR SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS 1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. TO PERFORM WORK DURING THE POST -INSTALLMENT MAINTENANCE PERIOD, (COMBINA 77ON OF THE IRRIGATION SYSTEM. Type M Median Curb - (T)pe M-1 and M-2 are 18" (1.5) Stomped Concrete AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED TO: ADEQUATE WATERING (See Landscape Standard L-13) DETAIL t'SECRM 2. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS OF PLANT MATERIALS OF. PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS 8. THE CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT - water has drained Remove berm prior to installing turf or bark mulch. WITHOUT APPROVAL OF THE OWNER AND CITY OF BAKERSFIELD RECREATION FOR A MINIMUM PERF? OF THREE HUNDRED AND SIXTY FIVE (365) DAYS. planted in turf areas QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR 5. A 24 deep Root Guard Barrier installation is required for all trees 5.0' AND PARKS DEPARTMENT. or less from any hard surface and as directed by the Recreation and Parks 'linear //� SEASONAL CONDITIONS. Install 24 deep root \ //� ' Root Ball o �\ to the edge of hard surface, 5' to each side of tree. For tree wells and / 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS \ \ \ \ �' /� other small areas, install root barrier around all four sides of the root 'surround of panel %Z" above F G % /j< //�//�//�//�// j� ball in a application." Adjoining panels shall be fastened together manufacturer's recommendation. 3. CONTRACTOR SHALL CONFORM TO ALL C.O.B. CODES AND REQUIREMENTS FROM THE FIRST DAY AFTER PLANTING iS COMPLETED, UNTiL FINAL WRITTEN 9. (4) FOUR WEEKS PRIOR TO THE CONCLUSION OF THE MAINTENANCE PERIOD, Tl?EE PLAN77NG INCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTALLATION. ACCEPTANCE BY THE CITY OF BAKERSFIELD RECREATION AND PARKS 3 - Tablets per 5 Gallon. 9 - Toblets per 24' Box THE CONTRACTOR SHALL CONTACT THE CITY'S REPRESENTATIVE TO 7 Any and all deviations from this standard shatl be opproved by the Recreation and Parks DEPARTMENT. / 0INDICA PERFORM A FINAL INSPECTION OF WORK. ANY REMOVED PLANTS NOT iN 4. ALL LANDSCAPE DETAILS SHALL BE IN ACCORDANCE WITH CITY OF U 9. All material used shall be new and free from imperfections SATISFACTORY AND HEALTHY CONDITION FROM THE SITE MALL BE 10. See approved landscape and irrigation plans & specifications for specific model numbers, size BAKERSFIELD. STANDARD LANDSCAPE DETAILS AND AS DIRECTED BY THE 3. COST INCURRED DUE TO DAMAGE OR REPLACEMENT DURING THE i REPLACED WITH MATERIAL OF LIKE KIND AND SIZE AND IN A MANNER L.--10 CITY OF BAKERSFIELD ENGINEER. POST -INSTALLATION MAINTENANCE PERF MALL BE THE RESPONSIBILITY Local Regulation. Contractor is Responsible for Compliance with these Requirements SPECIFIED FOR ORIGINAL PLANTING. IF THE REPLACEMENT PLANTS DO NOT dG Stakes (See Note 12) o OF THE CONTRACTOR. 14:65' REPRESENT A SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL PLANTED 5. PLACE ALL TREES BEHIND 'UNE OF SIGHT.' VERIFY WITH CITY OF RHAPHIOLEPIS INDICA (Temporary) MATERIAL, THE CONTRACTOR SHALL REPLACE PLANTS WITH NEXT AVAILABLE EVERGREEN BAKERSFIELD. RECREATION AND PARKS DEPARTMENT OR LANDSCAPE 4. ALL AREAS INCLUDING, BUT NOT LIMITED TO TURF, GROUNDCOVER AREAS, o Root Boll UP-SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A TWELVE (12") HAWTHORN ARCHITECT PRIOR TO CONSTRUCTION OR TREE INSTALLATION. CONCRETE WALKS AND SLABS SHALL BE KEPT CLEAN AND FREE OF WEEDS, Planting Tablets a; (See Note 76) INCH CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT UMi7ED TO: ,\� (See note 16) \, UTTER, AND DEBRIS. 3.04% ... ..-- SIDEWALK AREAS, WALLS, FENCES, MOW CURBS, VALVE BOXES, TREE BASES, 6. PRIOR TO FINAL CITY ACCEPTANCE, CONTRACTOR SHALL APPLY Know whats below. SHRUBS, ETC. °°a°a°a°a°o°o°a°a°a°a°©°a°a°o°a ���\\�\������� 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ 0000 a a a a PRE --EMERGENT WEED CONTROL AS RECOMMENDED BY CERTIFIED PEST 5. BEFORE WEEDS EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE • before dig ADVISOR AND APPUED BY A CERTIFIED PEST ADVISOR APPLICATOR. REMOVED AND DISPOSED OF OFF-SITE. SERIOUS WEEDS PESTS 10. BEFORE THE START OF THE MAINTENANCE PERF. THE CONTRACTOR SHALL you (I.E.BLACKBERRY, NUT SEDGE OR BiND WEEDS) SHAM BE SPOT SPRAYED rA"""N PREPARE AND SUBMIT ON A (NEW) SET OF BLUE UNE PRINTS AN "AS 7. AMENDMENTS, AS INDICATED IN THE PLANTING SPECIFICATIONS, ARE WITH A NON-SELECTIVE POST -EMERGENT HERBICIDE AS SPECIFIED BY A BUILT" DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEVIATIONS FROM THE PRESENTED FOR BIDDING PURPOSES ONLY SINCE NO SOILS ANALYSIS WAS WEED ABATEMENT COMPANY, AND LEFT IN PLACE FOR (7) DAYS. AREAS SCALE: 1 "=10' ORIGINAL BiD DOCUMENTS MADE DURING CONSTRUC11ON THAT AFFECT THE CONDUCTED AT THE TIME OF THE BIDDING PROCESS. CONTRACTOR SHALL SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FORTY-EIGHT (48) MAIN LINE, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES, PROPOSE ON AMENDMENTS AS STATED iN THE SPECIFICATIONS. THE HOURS. DEAD WEEDS SHALL BE REMOVED .SEVEN (7) DAYS AFTER QUICK -COUPLING VALVES, ALL SPRINKLER HEADS, AND ALL PLANT CONTRACTOR IS TO ASSUME SOILS CONDITIONS ARE NORMAL.THE APPLICATION AND DISPOSED OF OFF-SITE. MATERIAL THE DRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED CONTRACTOR SHALL THEN BE RESPONSIBLE FOR SUBMITTING TO AN SUBSTITUTIONS OF SIZE MATERIAL AND MANUFACTURER'S NAME AND INDEPENDENT SOILS ANALYSIS LABORATORY, APPROVED BY CYTY OF 6. CONSTANT DILIGENCE MALL BE MAINTAINED FOR THE ADVENT OF DISEASES, CATALOG NUMBERS. ALS% A SET OF 11 X17 LAMINATED, SPIRAL BOUND "AS BAKERSFIELD RECREATION AND PARKS DEPARTMENT, A COMPOSITE SOiL INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR BUILT" WITH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE CHART AND SAMPLE FOR AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER CONTROL MEASURES TAKEN. SHOULD THE CITY OF BAKERSFIELD RECREATION SCHEDULE, KEYS TO THE CONTROLLER, AND TWO QUICK COUPLER VALVE GRADING OPERATIONS AND PRiOR TO PLANT INSTALLATION AND SHALL AND PARKS DEPARTMENT, DURING THE MAINTENANCE PERIOD, DISCOVER KEYS WITH GATE VALVE HOSE BIB ATTACHMENT, SHALL BE SUBMITTED TO FOLLOW SAID RECOMMENDATIONS. A MiNIMUM OF TWO (2) SOIL SAMPLES THAT THE TERMS FOR THE MAINTENANCE PERIOD AS STATED HEREIN HAVE THE C.O.B. SHALL BE SUBMITTED TO APPROVED LABORATORY. PRIOR TO LANDSCAPE NOT BEEN STRICTLY ADHERED TO, THEN THE DAYS ACCRUING TOWARD AND IRRIGATION CONSTRUCTION COMMENCEMENT, THE CONTRACTOR SHALL COMPLETION OF SAID MAINTENANCE PERIOD WILL BE TERMINATED. THE 11. BEFORE THE START OF THE MAINTENANCE PERF, THE CONTRACTOR SHALL OBTAIN SOILS PREPARATION RECOMMENDATIONS FROM A LICENSED SOILS MAINTENANCE PERF WILL BE EXTENDED ON (1) DAY FOR EACH DAY THE SUBMIT ALL UNEDITED INVOICES OF SAID RAIN BIRD EQUIPMENT TO BE CREDITED ENGINEER AND DEUVER iT TO CITY OF BAKERSFIELD RECREATION AND AREA IS OUT OF ITS MAINTENANCE PERIOD. AFTER THE AREA HAS BEEN TOWARDS THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT RAIN PARKS DEPARTMENT FOR APPROVAL. BROUGHT UP TO CITY OF BAKERSFIELD RECREATION AND PARKS BIRD'S MAXiCOM DOLLAR FUND. PROOF OF CREDIT AND INVOICES MUST BE DEPARTMENT STANDARD, THE CITY OF BAKERSFIELD RECREATION AND SUBMITTED TO THE CITY'S REPRESENTATIVE FOR VERIFICATION. 8. CONTRACTOR SHALL ALSO SUBMIT A SEPARATE COMPOSITE SOIL SAMPLE PARKS DEPARTMENT WILL REQUIRE A RE -INSPECTION BY A CITY OF ALONG WITH A MAP OF SOiL SAMPLE LOCATION AND A UST OF PLANT BAKERSFIRD RECREATION AND PARKS DEPARTMENT REPRESENTATIVE. WHEN MATERIALS TO LAB, IF PLANTING IS PROPOSED WHERE ASPHALT PAVING THE INSPECTION IS COMPLETED, AND THE AREA IS IN SATISFACTORY SHALL BE REMOVED, AN ADDITIONAL SAMPLE SHALL BE TESTED FOR SOiL CONDITION, THEN, AND ONLY THEN, WILL THE CITY OF BAKERSFIELD STERiLANTS. SHOULD THE SOIL BE FOUND STERILE, CONTRACTOR SHALL RECREATION AND PARKS DEPARTMENT RE -ACCEPT THE AREA IN WRITING. FOLLOW LABORATORY'S RECOMMENDATIONS FOR DEALING LITH SAID SOIL, WHICH MAY INCLUDE REMOVAL AND DISPOSAL OF SOIL TO A SPECIFIED DEPTH AND IMPORTING FERTILE TOPSOIL. REFER TO SHEET L--1 FOR GENERAL NOTES 9. CONTRACTOR SHALL SUBMIT COPY OF SOILS ANALYSIS AND REFER TO SHEET L--5 FOR SPECIFICATIONS RECOMMENDATIONS TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AND OWNER'S REPRESENTATIVE. 10. CONTRACTOR IS RESPONSIBLE iN PROVIDE PLANTS TYPICAL OF THEIR SPECIES AND VARIETY; WITH NORMAL, DENSELY BRANCHES AND VIGOROUS ROOT SYSTEMS. PLANTS SHALL HAVE A FULLY DEVELOPED FORM WITHOUT VOIDS AND OPEN SPACES. Concrete (CMU) Concrete (CMU) Block Wall BW Block Wall 29 Min Slope 2Z Slope 29 Min Slope 4.• 1 Max Slope 2.0' r\ Mow Strip (See Compacted Soil Standard L-11, F.G Detail I?) *See City Standard ST -8 for Combination Sidewalk Dimensions, Compaction, and Construction Details. PA ff WAY SF -C Lodge Pole Pine stakes Remove original nursery stakes from oll (COMBINA 77ON TYPE SIDEWALK) Type M Median Curb - (T)pe M-1 and M-2 are 18" (1.5) Stomped Concrete not allowed in landscaped (See Landscape Standard L-13) median islands) 1.0„ Finished Grade Remove all foreign material to a depth specified in approved plans and specifications and as directed by the Recreation and Parks Director. r" Root Guard Bonier See City Standard Landscape Detail L-10, Note ;'f5 @C MEDIA SOON NOTES: 1. Provide positive drainage (2Z minimum to 4:1 max.) in oll areas comprised of All material. 2. 9.0" concrete mow strip is required for all turf areas adjacent to proposed or existing wall per City Standard L-11, Detail C. 3. Mere lot grades are higher than street grades, side of wall water proofing is required per City Standard L-9, Detail A 4. Any and all changes shall be approved by the Recreation and Parks Director prior to implementation. 5. All materials used shall be new and free from imperfections Varies I Varies '**Sidewalk Compacted S01,7­11 oil Mow Strip (See Standard L-11, Detail "B") **See City Standard ST -9 for Standard Sidewalk Dimensions, Compaction, and Construction Details 8@ PARKWAY SEC77ON (STANDARD TYPE SIDEWALK) Concrete CMU)__. Block Wall Varies NO TES: For planter areas 5=10'1. Foe of Slope F.G specifications and as directed by Recreation and Parks Director.by Recreation & Parks2 Lot Side dewolk See approved plans forte Lodge Pole Pine stakes Remove original nursery stakes from oll backfill requirements project plant material and install new tree stakes per details B and C.*Install Waterproof coating or 3. Place root ball on undisturbed native soil per detail B. Backbll hole oDistoncevories opproved equal by City half -way with backfill mix per approved plans and'specifications and @ WA 7FR PROOFING (PLAN7FRS AND RETAINING WALLS) 6. See approved landscape and irrigation plans and legends for specific model numbers, size, quantity, manufacturers, and performance requirements T if curbing and or curb/gutter for landscape center medians are not existing, see approved civil engineering drawings 8. Ibis Project is Subject to the Requirements of the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) and any other Applicable State and Local Regulation. Contractor is Responsible for Compliance with these Requirements FILENAME: L-9REV I C4 I 11. ALL PLANT MATERIAL SHALL BE SOUND, HEALTHY, VIGOROUS PLANTS FREE FROM DEFECTS, DISFIGURING KNOTS, SUN SCALD INJURIES, FROST CRACKS, ABRASIONS OF THE BARK, PLANT DISEASES, INSECT EGGS, BORERS, AND ALL FORMS OF INFESTATIONS. 12. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT RESERVES THE RiGHT TO REJECT ANY PLANT MATERIAL NOT UP TO PAR WITH CITY OF BAKERSFIELD STANDARDS AT THE 11ME OF OBSERVATION OF DELIVERY AND INSTALLATION. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT MAY INSPECT THE ROOTBALL OF AT LEAST (2) PLANTS AND NO MORE THAN 2% OF THE PLANT MATERIAL TO DETERMINE ROOT CONDITION OF PLANTS. 13. PLANTS PLANTED iN A ROW SHALL BE MATCHED IN FORM. 14. ALL STREET TREES TO BE STANDARD FORM AND PLANTED A MiNIMUM OF W-0" FROM ALL CURBS AND CONCRETE. 15. STREET TREES SHALL NOT BE LOCATED CLOSER THAN 10'-0" FROM ANY DRIVEWAY, WASTEWATER LATERAL, UTILITY POLE, BOX OR VAULT OR FIRE HYDRANT AND 30'--0" FROM STREET LIGHT STANDARDS. 16. NO TREES OR SHRUBS SHALL BE PLANTED WITHIN THE FLOW UNE OF ANY DRAINAGE SWALES, CHEEK WALLS, INVERTS OR DRAIN OPENINGS. 17. LOCATIONS AND COUNTS ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR SHALL VERIFY ALL PLANT COUNTS. PLANT SYMBOLS TAKE PRECEDENCE OVER QUAN1111ES SPECIFIED. 18. PLANT MATERIALS WITHIN VISION TRIANGLES SHALL BE 24" MAXIMUM HEIGHT AS MEASURED FROM TOP OF CURB. 19. ALL SHRUBS SHALL BE SET BACK 30" MINIMUM FROM EDGE OF SIDEWALK TO CENTER OF PLANT. ALL GROUNDCOVER SHALL BE SET BACK 24" MINIMUM FROM EDGE OF SIDEWALK TO CENTER OF PLANT 20. CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT CONTAINING A PHOTO OF EACH PLANT NURSERY STOCK, WITH NURSERY NAME, LOCATION AND CONTACT AS TO WHERE THE PLANT MATERIAL WILL BE SOURCED; MATERIAL DATA SAFETY SHEETS AND A SAMPLE OF EACH AMENDMENT TO BE USED; AND SPECIFICATION SHEETS FOR LODGE POLES AND TREE TIES. SUBMITTAL OF PLANT PHOTOS SHALL NOT BE CONSIDERED AS FINAL PLANT INSPECTION. A COPY OF THE SOILS LAB ANALYSIS AND RECOMMENDATIONS SHALL BE PROVIDED TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AS PART OF THE SUBMITTAL PACKAGE AND PRIOR TO COMMENCEMENT OF PLANTING. 21. ALL PLANTS AND PLANTING SHALL BE GUARANTEED FOR THE 1 YEAR MAINTENANCE PERIOD DURATION BEGINNING AT THE FIRST DAY OF THE MAINTENANCE PERIOD. 22. ALL DEAD, DAMAGED OR BROKEN PLANT MATERIAL, INCLUDING GROUND COVER, SHALL BE REPLACED AT, TWO WEEK INTERVALS. 30' MINIMUM PARKWAY PLANTER VARIES SEE NOT£ 5 t�SEEINO7E 10. -- 5 14' MiN 14' MIN TYP. a PIPE SLEEVE* i -0 '^"1 SHADED AREAS SHALL BE LANDSCAPED *PLACE IRRIGATION PIPE/WIRE IN A SLEEVE PER DETAIL L-3 WHEN CROSSING ALL OTHER AREAS SHALL HAVE ACCEPT- UNDER ROADWAY OR HARDSCAPE. SLEEVES WHICH PASS UNDER ROADWAY ABLE HARD SURFACE TREATMENT ONLY. SHALL ENTER MEDIAN /N A LARGE RECTANGULAR PLANTER. A LANDSCAPINGLIMITS WMHIN MEQIANS• PLAN VIEW MOWER RAMP. • SEE E 18" WIDE BORDER OF HARD SURFACE t9 (CURB) 111` SECTION & DETAIL C. TREATMENT SEE DETAIL 'E" C 14' Typ. 9.5' 9.5' SEE NOTE 2. VARIES 125 8' MIN SEE PLANS & J if ZONE "1 " ZONE "2" ZONE 73" HARD SURFACE TYPICALLY HARD SURFACE PLANTERS & HARD SURFACE PER NOTES BELOW. TREATMENT ONLY TREATMENT, SEE NOTE 2. kej DETAIL OF TYPICAL MEDJAN. PLAN W/IEW 2' 4 2 11' (OR LESS) _a..� 11' MINIMUM SEE NO IES 2 & J. 1/4 PER FT 114" PER rr 4" TO FIN. GRADE '�- MOWER RAMP PLAN �-►� 18» (1" TO MULCH) 18" " 1 2'MAx - l818. 1 SECTION "D" SECTION "E" @ ZQfl -1- DETAIL ZOO "3" DERAIL SECTION "C -C" SEE NOTE 1. SEE NOTES 2 & J. MO.WR RAMP DETAIL SEE DETAIL e': 10. Circular tree wells shall alternate with rectangular planters (See Details 'A" NOTES. and T). Shape of planter areas may vary from those shown provided that all Irrigation water applied is contained within planter area. 1. Mere width inside back of curb is Tess than 11 (less 11 Where there is a significant difference in elevation between curbs on opposite than 8' planter width) as in Zone '1' only the use of sides of the median, the installation of retaining curb may be hard surface treatment is allowed required to retain soil and irrigotion water inside the planter area. 2 Landscoped (lrrigoted) Planters sholl be allowed in 12 Install 'mower' ramp at both ends of every island. Preferred "mower' ramp Zone 7 only with prior approvol from City Engineer location is at left tum pockets and Recreation and Parks Director. 13. All areas below hardscape shall be compacted to 90% relative compaction to 3. A minimum 18' (1.59 wide border of hard surface a depth of 6' (0.5) treatment is required adjacent to the back of curb 14. Maximum tree spacing is 35' O.C. Trees and other features shall comply with throughout Zones "2' and "3" line of sight restrictions 4. Where planters occur in Zones 02" and "3; the hard 15. See Details L-9 and L-10 for soil preparation and planting requirements surface border shall slope inward towards the planter 16. Any and all changes shall be approved by the Recreation and Parks Director at 1/4' per foot. & City Engineer prior to implementation. 5. Where the minimum planter width does not occur 17 Ibis Project is Subj�ct to the Requirements of the Califomia Department of for 30 consecutive feet, only hard surface treatment Water Resources Model Water Efficient Landscape Ordinance (MWELO) and any shall be installed. other Applicable State and Local Regulation. Contractor is Responsible for 6. No turf shall be allowed in medians Compliance with these Requirements 7. Where only hard surface treatment is installed (such as FILENAME: L-12REV in Zone T), the hard surface shall slope outward at 1/4" DALE RFV 8718 per foot. See Detail 'E" STANDARD 't"AA I/BW/DC 8. All concrete surfaces shall be 4' thick Stomped CHECKED concrete shall contain integral color, color hardener & F Gonzalez tinted concrete sealer installedp er manufacturer's LANDSCAPING UNITS SCALE specification. WITHIN MEDIANS STAHDMW mat 9. Concrete color and design layout shall be approved by APPRovEo the City Engineer and Recreation and Parks Director. CITY OF BADE L--12 CALFORMA CiTY ENGINEER PUBLIC WORKS DEPARTMENT 23. WILTED AND/OR ROOT BOUND. PLANT MATERIAL SHALL NOT BE PLANTED OR USED ON THE PROJECT. 24. CROWN OF PLANT SHALL BE JUST SLIGHTLY HIGHER, AFTER SETTING, THAN THE ADJACENT GRADE. 25. PRUNING OF TREES OR PLANT MATERIAL SHALL NOT BE TOLERATED. 26. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED AND APPROVED BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 27. IF SUBSTITUTIONS ARE NECESSARY, CONTRACTOR SHALL PROVIDE A SUBSTITUTION UST TO BE APPROVED BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT PRIOR TO INSTALLATION AND AT NO ADDITIONAL COST TO OWNER. iF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, CONTRACTOR PRICE WALL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CONTRACT. 28. ALL PLANTER AREAS SHALL HAVE A MINIMUM OF 3" DEEP OF SHREDDED BARK MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS UPON COMPLETION OF EACH PLANTING AREA, UNLESS OTHERWISE SPECIFIED ON PLANS. 29. CONTRACTOR SHAD_ PROVIDE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT WITH SAMPLES AND/OR PRODUCT UTERATURE FOR REVIEW AND APPROVAL OF THE FOLLOWING: A. MULCH: 3/4" TO 1" REDWOOD BARK CHIPS SUPPLIED FORM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS, AND SPUNTERS. ANY DYED PRODUCT WILL NOT BE ACCEPTED. B. TREE STAKES: 2' DIAMETER X 10' LENGTH ROUGH SAWN PRESSURE TREATED LODGE POLE PINE. FREE OF KNOTS, HOLES, CROSS GRAIN, OR OTHER DEFECTS. MINIMUM TWO (2) PER TREE UNLESS OTHERWISE NOTED ON PLAN. C. TIES: TREE SUPPORT VIT OR APPROVED EQUAL. MINIMUM (4) PER TREE. D. PRE -EMERGENT HERBICIDE: FOR ALL ON --GRADE GROUND COVER AND SHRUB AREAS, PROVIDE "SURFLAN A.S." AS MANUFACTURED BY ELANCO PRODUCTS, NO ACCEPTABLE SUBTITUTIONS. APPLY AS PER MANUFACTURER'S INSTRUCTIONS. E. ROOT CONTROL BARRIERS: "DEEP ROOT CONTROL BARRIER", STOCK NUMBER UB24-2 AS MANUFACTURED BY DEEP ROOT CORP, OR APPROVED EQUAL. SCALE: 1 " = 20' 20' 10, o' 20' 40' PLANTING LE2END THE PLANTING SCHEDULE IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL VERIFY WITH C.O.B. FOR POTENTIAL CHANGES IN PLANT MATERIALS. KEY NO TES: For planter areas 5=10'1. Apply so# amendment as per soil test and per approved plans in width or as approvedand specifications and as directed by Recreation and Parks Director.by Recreation & Parks2 All trees shall be double staked with new 2.0" Dia. Pressure Treated Director. Lodge Pole Pine stakes Remove original nursery stakes from oll I project plant material and install new tree stakes per details B and C.*Install trees along 3. Place root ball on undisturbed native soil per detail B. Backbll hole oDistoncevories CL of planter half -way with backfill mix per approved plans and'specifications and DETAIL t'SECRM m water sufficiently to settle sock Once all surface water has drained, add See City Standardsufcient backfill mix to reach finished grade Construct 4' bernl to ST -8 or ST -9 ford create a watering basin around tree, fill basin with water and refill once Sidewalk Dimension ` - water has drained Remove berm prior to installing turf or bark mulch. F.G. 4. Arbor Trunk Guards or approved equal are required around all trees Tree Trunk planted in turf areas STANDARD 5. A 24 deep Root Guard Barrier installation is required for all trees 5.0' Tree StakesDAH/8W or less from any hard surface and as directed by the Recreation and Parks 'linear //� Director. For applications' place 10' of barrier parallel and adjacent Install 24 deep root \ //� ' Root Ball o �\ to the edge of hard surface, 5' to each side of tree. For tree wells and / barrier panels with top i\� ' \ \ \ \ �' /� other small areas, install root barrier around all four sides of the root 'surround of panel %Z" above F G % /j< //�//�//�//�// j� ball in a application." Adjoining panels shall be fastened together manufacturer's recommendation. per (finished grade) or per\�//j Planting Tablets ,\,/\//\ manufac- turer's \�i\�i\ (See Note 6) \�\\��\ 6. Planting Tablet(s) shall be evenly spaced and placed 2.0 below specifications finished grade near root ball as follows: Tl?EE PLAN77NG W TH ROOTGUARD 1 - Tablet per 1 Gollon. 6 - Tablets per 15 Gallon. 3 - Tablets per 5 Gallon. 9 - Toblets per 24' Box VARIOUS PLANTINGS 7 Any and all deviations from this standard shatl be opproved by the Recreation and Parks Director prior to construction. / 0INDICA 8. All landscape installation shall be in accordance with City Standards, Manufacturer's (� Recommendation, and Section 20 of the Standard Specifications U 9. All material used shall be new and free from imperfections CITY B 10. See approved landscape and irrigation plans & specifications for specific model numbers, size C manufacturer, and performance requirements See City Standard Detail L-8 for Root Watering Device. i IL Ibis Project is Subject to the Requirements of the Califomia Department of Water Resources L.--10 Model Water Efficient Landscape Ordinance (MWELO) and any other Applicable State and Local 50" Local Regulation. Contractor is Responsible for Compliance with these Requirements CITY ENGINEER PUBLIC WORKS DEPARTMENT dG Stakes (See Note 12) o Tree Support (V.l. T. or Equal) Shrub 14:65' Trunk Guard (Turf Areas Only) Water F.G. as 4Bin 0" (339 Berm as 4.0" (.33) Berm RHAPHIOLEPIS INDICA (Temporary) 5 GAL. EVERGREEN 0.3 Water Basin (Temporary) o Root Boll Crown of Tree shall be-,C::m\\ HAWTHORN 1" to 2 above F.G. 2- Root Ball /j� o o \ Planting Tablets FLOWERING SHRUB Planting Tablets a; (See Note 76) ,\� (See note 16) C4 I 11. ALL PLANT MATERIAL SHALL BE SOUND, HEALTHY, VIGOROUS PLANTS FREE FROM DEFECTS, DISFIGURING KNOTS, SUN SCALD INJURIES, FROST CRACKS, ABRASIONS OF THE BARK, PLANT DISEASES, INSECT EGGS, BORERS, AND ALL FORMS OF INFESTATIONS. 12. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT RESERVES THE RiGHT TO REJECT ANY PLANT MATERIAL NOT UP TO PAR WITH CITY OF BAKERSFIELD STANDARDS AT THE 11ME OF OBSERVATION OF DELIVERY AND INSTALLATION. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT MAY INSPECT THE ROOTBALL OF AT LEAST (2) PLANTS AND NO MORE THAN 2% OF THE PLANT MATERIAL TO DETERMINE ROOT CONDITION OF PLANTS. 13. PLANTS PLANTED iN A ROW SHALL BE MATCHED IN FORM. 14. ALL STREET TREES TO BE STANDARD FORM AND PLANTED A MiNIMUM OF W-0" FROM ALL CURBS AND CONCRETE. 15. STREET TREES SHALL NOT BE LOCATED CLOSER THAN 10'-0" FROM ANY DRIVEWAY, WASTEWATER LATERAL, UTILITY POLE, BOX OR VAULT OR FIRE HYDRANT AND 30'--0" FROM STREET LIGHT STANDARDS. 16. NO TREES OR SHRUBS SHALL BE PLANTED WITHIN THE FLOW UNE OF ANY DRAINAGE SWALES, CHEEK WALLS, INVERTS OR DRAIN OPENINGS. 17. LOCATIONS AND COUNTS ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR SHALL VERIFY ALL PLANT COUNTS. PLANT SYMBOLS TAKE PRECEDENCE OVER QUAN1111ES SPECIFIED. 18. PLANT MATERIALS WITHIN VISION TRIANGLES SHALL BE 24" MAXIMUM HEIGHT AS MEASURED FROM TOP OF CURB. 19. ALL SHRUBS SHALL BE SET BACK 30" MINIMUM FROM EDGE OF SIDEWALK TO CENTER OF PLANT. ALL GROUNDCOVER SHALL BE SET BACK 24" MINIMUM FROM EDGE OF SIDEWALK TO CENTER OF PLANT 20. CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT CONTAINING A PHOTO OF EACH PLANT NURSERY STOCK, WITH NURSERY NAME, LOCATION AND CONTACT AS TO WHERE THE PLANT MATERIAL WILL BE SOURCED; MATERIAL DATA SAFETY SHEETS AND A SAMPLE OF EACH AMENDMENT TO BE USED; AND SPECIFICATION SHEETS FOR LODGE POLES AND TREE TIES. SUBMITTAL OF PLANT PHOTOS SHALL NOT BE CONSIDERED AS FINAL PLANT INSPECTION. A COPY OF THE SOILS LAB ANALYSIS AND RECOMMENDATIONS SHALL BE PROVIDED TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AS PART OF THE SUBMITTAL PACKAGE AND PRIOR TO COMMENCEMENT OF PLANTING. 21. ALL PLANTS AND PLANTING SHALL BE GUARANTEED FOR THE 1 YEAR MAINTENANCE PERIOD DURATION BEGINNING AT THE FIRST DAY OF THE MAINTENANCE PERIOD. 22. ALL DEAD, DAMAGED OR BROKEN PLANT MATERIAL, INCLUDING GROUND COVER, SHALL BE REPLACED AT, TWO WEEK INTERVALS. 30' MINIMUM PARKWAY PLANTER VARIES SEE NOT£ 5 t�SEEINO7E 10. -- 5 14' MiN 14' MIN TYP. a PIPE SLEEVE* i -0 '^"1 SHADED AREAS SHALL BE LANDSCAPED *PLACE IRRIGATION PIPE/WIRE IN A SLEEVE PER DETAIL L-3 WHEN CROSSING ALL OTHER AREAS SHALL HAVE ACCEPT- UNDER ROADWAY OR HARDSCAPE. SLEEVES WHICH PASS UNDER ROADWAY ABLE HARD SURFACE TREATMENT ONLY. SHALL ENTER MEDIAN /N A LARGE RECTANGULAR PLANTER. A LANDSCAPINGLIMITS WMHIN MEQIANS• PLAN VIEW MOWER RAMP. • SEE E 18" WIDE BORDER OF HARD SURFACE t9 (CURB) 111` SECTION & DETAIL C. TREATMENT SEE DETAIL 'E" C 14' Typ. 9.5' 9.5' SEE NOTE 2. VARIES 125 8' MIN SEE PLANS & J if ZONE "1 " ZONE "2" ZONE 73" HARD SURFACE TYPICALLY HARD SURFACE PLANTERS & HARD SURFACE PER NOTES BELOW. TREATMENT ONLY TREATMENT, SEE NOTE 2. kej DETAIL OF TYPICAL MEDJAN. PLAN W/IEW 2' 4 2 11' (OR LESS) _a..� 11' MINIMUM SEE NO IES 2 & J. 1/4 PER FT 114" PER rr 4" TO FIN. GRADE '�- MOWER RAMP PLAN �-►� 18» (1" TO MULCH) 18" " 1 2'MAx - l818. 1 SECTION "D" SECTION "E" @ ZQfl -1- DETAIL ZOO "3" DERAIL SECTION "C -C" SEE NOTE 1. SEE NOTES 2 & J. MO.WR RAMP DETAIL SEE DETAIL e': 10. Circular tree wells shall alternate with rectangular planters (See Details 'A" NOTES. and T). Shape of planter areas may vary from those shown provided that all Irrigation water applied is contained within planter area. 1. Mere width inside back of curb is Tess than 11 (less 11 Where there is a significant difference in elevation between curbs on opposite than 8' planter width) as in Zone '1' only the use of sides of the median, the installation of retaining curb may be hard surface treatment is allowed required to retain soil and irrigotion water inside the planter area. 2 Landscoped (lrrigoted) Planters sholl be allowed in 12 Install 'mower' ramp at both ends of every island. Preferred "mower' ramp Zone 7 only with prior approvol from City Engineer location is at left tum pockets and Recreation and Parks Director. 13. All areas below hardscape shall be compacted to 90% relative compaction to 3. A minimum 18' (1.59 wide border of hard surface a depth of 6' (0.5) treatment is required adjacent to the back of curb 14. Maximum tree spacing is 35' O.C. Trees and other features shall comply with throughout Zones "2' and "3" line of sight restrictions 4. Where planters occur in Zones 02" and "3; the hard 15. See Details L-9 and L-10 for soil preparation and planting requirements surface border shall slope inward towards the planter 16. Any and all changes shall be approved by the Recreation and Parks Director at 1/4' per foot. & City Engineer prior to implementation. 5. Where the minimum planter width does not occur 17 Ibis Project is Subj�ct to the Requirements of the Califomia Department of for 30 consecutive feet, only hard surface treatment Water Resources Model Water Efficient Landscape Ordinance (MWELO) and any shall be installed. other Applicable State and Local Regulation. Contractor is Responsible for 6. No turf shall be allowed in medians Compliance with these Requirements 7. Where only hard surface treatment is installed (such as FILENAME: L-12REV in Zone T), the hard surface shall slope outward at 1/4" DALE RFV 8718 per foot. See Detail 'E" STANDARD 't"AA I/BW/DC 8. All concrete surfaces shall be 4' thick Stomped CHECKED concrete shall contain integral color, color hardener & F Gonzalez tinted concrete sealer installedp er manufacturer's LANDSCAPING UNITS SCALE specification. WITHIN MEDIANS STAHDMW mat 9. Concrete color and design layout shall be approved by APPRovEo the City Engineer and Recreation and Parks Director. CITY OF BADE L--12 CALFORMA CiTY ENGINEER PUBLIC WORKS DEPARTMENT 23. WILTED AND/OR ROOT BOUND. PLANT MATERIAL SHALL NOT BE PLANTED OR USED ON THE PROJECT. 24. CROWN OF PLANT SHALL BE JUST SLIGHTLY HIGHER, AFTER SETTING, THAN THE ADJACENT GRADE. 25. PRUNING OF TREES OR PLANT MATERIAL SHALL NOT BE TOLERATED. 26. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED AND APPROVED BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 27. IF SUBSTITUTIONS ARE NECESSARY, CONTRACTOR SHALL PROVIDE A SUBSTITUTION UST TO BE APPROVED BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT PRIOR TO INSTALLATION AND AT NO ADDITIONAL COST TO OWNER. iF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, CONTRACTOR PRICE WALL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CONTRACT. 28. ALL PLANTER AREAS SHALL HAVE A MINIMUM OF 3" DEEP OF SHREDDED BARK MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS UPON COMPLETION OF EACH PLANTING AREA, UNLESS OTHERWISE SPECIFIED ON PLANS. 29. CONTRACTOR SHAD_ PROVIDE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT WITH SAMPLES AND/OR PRODUCT UTERATURE FOR REVIEW AND APPROVAL OF THE FOLLOWING: A. MULCH: 3/4" TO 1" REDWOOD BARK CHIPS SUPPLIED FORM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS, AND SPUNTERS. ANY DYED PRODUCT WILL NOT BE ACCEPTED. B. TREE STAKES: 2' DIAMETER X 10' LENGTH ROUGH SAWN PRESSURE TREATED LODGE POLE PINE. FREE OF KNOTS, HOLES, CROSS GRAIN, OR OTHER DEFECTS. MINIMUM TWO (2) PER TREE UNLESS OTHERWISE NOTED ON PLAN. C. TIES: TREE SUPPORT VIT OR APPROVED EQUAL. MINIMUM (4) PER TREE. D. PRE -EMERGENT HERBICIDE: FOR ALL ON --GRADE GROUND COVER AND SHRUB AREAS, PROVIDE "SURFLAN A.S." AS MANUFACTURED BY ELANCO PRODUCTS, NO ACCEPTABLE SUBTITUTIONS. APPLY AS PER MANUFACTURER'S INSTRUCTIONS. E. ROOT CONTROL BARRIERS: "DEEP ROOT CONTROL BARRIER", STOCK NUMBER UB24-2 AS MANUFACTURED BY DEEP ROOT CORP, OR APPROVED EQUAL. SCALE: 1 " = 20' 20' 10, o' 20' 40' PLANTING LE2END THE PLANTING SCHEDULE IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL VERIFY WITH C.O.B. FOR POTENTIAL CHANGES IN PLANT MATERIALS. KEY Native Soil / BOTANICAL \/ /\ Native SIZE REMARKS 2X Width 0-0.1 2X Wdth 0' �I r' NAME I of Root Bail Of Root Ball © DE CAL SMRUIB PLAiNnN2 DETAIL TREES STAKING DETAIL t'SECRM 1 28.09 1-2' 1 FILENAME: L-10REV Tree Trunk Prevailing Wind Direction STANDARD DATE Fmv $ 18 Tree StakesDAH/8W • � © 5 QUERCUS ILEX ADAD W Dc 1.0"-1.5"EE EVERGREEN TR 0.3 LANDSCAPE AND CHECKM 5.5' Tree Canopy IRRIGATION FORF. Gonzalez A VARIOUS PLANTINGS SCALE N.T.S. / 0INDICA APPROVED srAHDARO DETAIL DETAILS CRAPE MYRTLE 24" BOX 1,0"-1,5" Support CITY B C TA OCA ON i CCA A L.--10 2�I CITY ENGINEER PUBLIC WORKS DEPARTMENT 48.14' C4 I 11. ALL PLANT MATERIAL SHALL BE SOUND, HEALTHY, VIGOROUS PLANTS FREE FROM DEFECTS, DISFIGURING KNOTS, SUN SCALD INJURIES, FROST CRACKS, ABRASIONS OF THE BARK, PLANT DISEASES, INSECT EGGS, BORERS, AND ALL FORMS OF INFESTATIONS. 12. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT RESERVES THE RiGHT TO REJECT ANY PLANT MATERIAL NOT UP TO PAR WITH CITY OF BAKERSFIELD STANDARDS AT THE 11ME OF OBSERVATION OF DELIVERY AND INSTALLATION. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT MAY INSPECT THE ROOTBALL OF AT LEAST (2) PLANTS AND NO MORE THAN 2% OF THE PLANT MATERIAL TO DETERMINE ROOT CONDITION OF PLANTS. 13. PLANTS PLANTED iN A ROW SHALL BE MATCHED IN FORM. 14. ALL STREET TREES TO BE STANDARD FORM AND PLANTED A MiNIMUM OF W-0" FROM ALL CURBS AND CONCRETE. 15. STREET TREES SHALL NOT BE LOCATED CLOSER THAN 10'-0" FROM ANY DRIVEWAY, WASTEWATER LATERAL, UTILITY POLE, BOX OR VAULT OR FIRE HYDRANT AND 30'--0" FROM STREET LIGHT STANDARDS. 16. NO TREES OR SHRUBS SHALL BE PLANTED WITHIN THE FLOW UNE OF ANY DRAINAGE SWALES, CHEEK WALLS, INVERTS OR DRAIN OPENINGS. 17. LOCATIONS AND COUNTS ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR SHALL VERIFY ALL PLANT COUNTS. PLANT SYMBOLS TAKE PRECEDENCE OVER QUAN1111ES SPECIFIED. 18. PLANT MATERIALS WITHIN VISION TRIANGLES SHALL BE 24" MAXIMUM HEIGHT AS MEASURED FROM TOP OF CURB. 19. ALL SHRUBS SHALL BE SET BACK 30" MINIMUM FROM EDGE OF SIDEWALK TO CENTER OF PLANT. ALL GROUNDCOVER SHALL BE SET BACK 24" MINIMUM FROM EDGE OF SIDEWALK TO CENTER OF PLANT 20. CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT CONTAINING A PHOTO OF EACH PLANT NURSERY STOCK, WITH NURSERY NAME, LOCATION AND CONTACT AS TO WHERE THE PLANT MATERIAL WILL BE SOURCED; MATERIAL DATA SAFETY SHEETS AND A SAMPLE OF EACH AMENDMENT TO BE USED; AND SPECIFICATION SHEETS FOR LODGE POLES AND TREE TIES. SUBMITTAL OF PLANT PHOTOS SHALL NOT BE CONSIDERED AS FINAL PLANT INSPECTION. A COPY OF THE SOILS LAB ANALYSIS AND RECOMMENDATIONS SHALL BE PROVIDED TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AS PART OF THE SUBMITTAL PACKAGE AND PRIOR TO COMMENCEMENT OF PLANTING. 21. ALL PLANTS AND PLANTING SHALL BE GUARANTEED FOR THE 1 YEAR MAINTENANCE PERIOD DURATION BEGINNING AT THE FIRST DAY OF THE MAINTENANCE PERIOD. 22. ALL DEAD, DAMAGED OR BROKEN PLANT MATERIAL, INCLUDING GROUND COVER, SHALL BE REPLACED AT, TWO WEEK INTERVALS. 30' MINIMUM PARKWAY PLANTER VARIES SEE NOT£ 5 t�SEEINO7E 10. -- 5 14' MiN 14' MIN TYP. a PIPE SLEEVE* i -0 '^"1 SHADED AREAS SHALL BE LANDSCAPED *PLACE IRRIGATION PIPE/WIRE IN A SLEEVE PER DETAIL L-3 WHEN CROSSING ALL OTHER AREAS SHALL HAVE ACCEPT- UNDER ROADWAY OR HARDSCAPE. SLEEVES WHICH PASS UNDER ROADWAY ABLE HARD SURFACE TREATMENT ONLY. SHALL ENTER MEDIAN /N A LARGE RECTANGULAR PLANTER. A LANDSCAPINGLIMITS WMHIN MEQIANS• PLAN VIEW MOWER RAMP. • SEE E 18" WIDE BORDER OF HARD SURFACE t9 (CURB) 111` SECTION & DETAIL C. TREATMENT SEE DETAIL 'E" C 14' Typ. 9.5' 9.5' SEE NOTE 2. VARIES 125 8' MIN SEE PLANS & J if ZONE "1 " ZONE "2" ZONE 73" HARD SURFACE TYPICALLY HARD SURFACE PLANTERS & HARD SURFACE PER NOTES BELOW. TREATMENT ONLY TREATMENT, SEE NOTE 2. kej DETAIL OF TYPICAL MEDJAN. PLAN W/IEW 2' 4 2 11' (OR LESS) _a..� 11' MINIMUM SEE NO IES 2 & J. 1/4 PER FT 114" PER rr 4" TO FIN. GRADE '�- MOWER RAMP PLAN �-►� 18» (1" TO MULCH) 18" " 1 2'MAx - l818. 1 SECTION "D" SECTION "E" @ ZQfl -1- DETAIL ZOO "3" DERAIL SECTION "C -C" SEE NOTE 1. SEE NOTES 2 & J. MO.WR RAMP DETAIL SEE DETAIL e': 10. Circular tree wells shall alternate with rectangular planters (See Details 'A" NOTES. and T). Shape of planter areas may vary from those shown provided that all Irrigation water applied is contained within planter area. 1. Mere width inside back of curb is Tess than 11 (less 11 Where there is a significant difference in elevation between curbs on opposite than 8' planter width) as in Zone '1' only the use of sides of the median, the installation of retaining curb may be hard surface treatment is allowed required to retain soil and irrigotion water inside the planter area. 2 Landscoped (lrrigoted) Planters sholl be allowed in 12 Install 'mower' ramp at both ends of every island. Preferred "mower' ramp Zone 7 only with prior approvol from City Engineer location is at left tum pockets and Recreation and Parks Director. 13. All areas below hardscape shall be compacted to 90% relative compaction to 3. A minimum 18' (1.59 wide border of hard surface a depth of 6' (0.5) treatment is required adjacent to the back of curb 14. Maximum tree spacing is 35' O.C. Trees and other features shall comply with throughout Zones "2' and "3" line of sight restrictions 4. Where planters occur in Zones 02" and "3; the hard 15. See Details L-9 and L-10 for soil preparation and planting requirements surface border shall slope inward towards the planter 16. Any and all changes shall be approved by the Recreation and Parks Director at 1/4' per foot. & City Engineer prior to implementation. 5. Where the minimum planter width does not occur 17 Ibis Project is Subj�ct to the Requirements of the Califomia Department of for 30 consecutive feet, only hard surface treatment Water Resources Model Water Efficient Landscape Ordinance (MWELO) and any shall be installed. other Applicable State and Local Regulation. Contractor is Responsible for 6. No turf shall be allowed in medians Compliance with these Requirements 7. Where only hard surface treatment is installed (such as FILENAME: L-12REV in Zone T), the hard surface shall slope outward at 1/4" DALE RFV 8718 per foot. See Detail 'E" STANDARD 't"AA I/BW/DC 8. All concrete surfaces shall be 4' thick Stomped CHECKED concrete shall contain integral color, color hardener & F Gonzalez tinted concrete sealer installedp er manufacturer's LANDSCAPING UNITS SCALE specification. WITHIN MEDIANS STAHDMW mat 9. Concrete color and design layout shall be approved by APPRovEo the City Engineer and Recreation and Parks Director. CITY OF BADE L--12 CALFORMA CiTY ENGINEER PUBLIC WORKS DEPARTMENT 23. WILTED AND/OR ROOT BOUND. PLANT MATERIAL SHALL NOT BE PLANTED OR USED ON THE PROJECT. 24. CROWN OF PLANT SHALL BE JUST SLIGHTLY HIGHER, AFTER SETTING, THAN THE ADJACENT GRADE. 25. PRUNING OF TREES OR PLANT MATERIAL SHALL NOT BE TOLERATED. 26. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED AND APPROVED BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 27. IF SUBSTITUTIONS ARE NECESSARY, CONTRACTOR SHALL PROVIDE A SUBSTITUTION UST TO BE APPROVED BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT PRIOR TO INSTALLATION AND AT NO ADDITIONAL COST TO OWNER. iF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED, CONTRACTOR PRICE WALL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THIS CONTRACT. 28. ALL PLANTER AREAS SHALL HAVE A MINIMUM OF 3" DEEP OF SHREDDED BARK MULCH IN ALL PLANTING BEDS, DISTURBED EXISTING BEDS UPON COMPLETION OF EACH PLANTING AREA, UNLESS OTHERWISE SPECIFIED ON PLANS. 29. CONTRACTOR SHAD_ PROVIDE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT WITH SAMPLES AND/OR PRODUCT UTERATURE FOR REVIEW AND APPROVAL OF THE FOLLOWING: A. MULCH: 3/4" TO 1" REDWOOD BARK CHIPS SUPPLIED FORM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS, AND SPUNTERS. ANY DYED PRODUCT WILL NOT BE ACCEPTED. B. TREE STAKES: 2' DIAMETER X 10' LENGTH ROUGH SAWN PRESSURE TREATED LODGE POLE PINE. FREE OF KNOTS, HOLES, CROSS GRAIN, OR OTHER DEFECTS. MINIMUM TWO (2) PER TREE UNLESS OTHERWISE NOTED ON PLAN. C. TIES: TREE SUPPORT VIT OR APPROVED EQUAL. MINIMUM (4) PER TREE. D. PRE -EMERGENT HERBICIDE: FOR ALL ON --GRADE GROUND COVER AND SHRUB AREAS, PROVIDE "SURFLAN A.S." AS MANUFACTURED BY ELANCO PRODUCTS, NO ACCEPTABLE SUBTITUTIONS. APPLY AS PER MANUFACTURER'S INSTRUCTIONS. E. ROOT CONTROL BARRIERS: "DEEP ROOT CONTROL BARRIER", STOCK NUMBER UB24-2 AS MANUFACTURED BY DEEP ROOT CORP, OR APPROVED EQUAL. SCALE: 1 " = 20' 20' 10, o' 20' 40' PLANTING LE2END THE PLANTING SCHEDULE IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL VERIFY WITH C.O.B. FOR POTENTIAL CHANGES IN PLANT MATERIALS. KEY QTY BOTANICAL COMMON NAME SIZE REMARKS WUCOLS 0-0.1 11' NAME I TREES t 60.46 1 28.09 1-2' 1 � 24" BOX STANDARD • � © 5 QUERCUS ILEX HOLLY OAK 1.0"-1.5"EE EVERGREEN TR 0.3 D ��p � 5.5' CALIPER A / 0INDICA 4 LAGERSTROEMIA RUBRA CRAPE MYRTLE 24" BOX 1,0"-1,5" STANDARD DECIDUOUS 0.3 i CALIPER 2�I 48.14' .TREE 14:65' SRUBS • 135 RHAPHIOLEPIS INDICA BALLERINA INDIAN 5 GAL. EVERGREEN 0.3 II, i 'BALLERINA' HAWTHORN FLOWERING SHRUB i 0� MIN• ,�� WUCOLS = WATER USE CLASSIFICATIONS OF LANDSCAPE SPECIES. HIGH WATER USE PLANTS: 0.7-1.0 MODERATE WATER USE PLANTS: 0.4-0.6 LOW WATER USE PLANTS: 0.2-0.3 VERY LOW WATER USE PLANTS: 0-0.1 NOTES: • ALL SHRUBS SHALL BE 5 GAL. CONTAINER SIZE OR LARGER. • MASS SHRUB PLANTING TO BE 1 GAL, CONTAINERS SPACED 18" O.C. PANAMA LANE: .. • 1 TREE PER 30' OF LINEAL STREET FRONTAGE 9 TREES 253' OF STREET FRONTAGE/30 = 9 TREES • PROVIDED 9 TREES • 50% TO 70% OF REQUIRED TREES TO BE EVERGREEN 5 TREES 9 TREES REQ. X 50% = EVERGREEN TREES MiN. • PROVIDED 5 TREES (N) R/W 67.46' 30' (E) R/W 11' (E) R/W 56.46' I 6.0' 60.46 1 28.09 1-2' 1 � i 12.31' 23.11' � 5.5' 2 S/W i 2�I 48.14' 4.34' VARIES i VARIV __r__VES 14:65' a. t�QUND 4.• I AJAN. a- I M LC II, i i 0� MIN• ,�� GROUND \, ... 3.04% ... ..-- , ,.. :, ,,�\,\\,,\,� ---- JOO°000°O°O°0°O°40 Know whats below. �1,N• /� f \!/ °°a°a°a°a°o°o°a°a°a°a°©°a°a°o°a ���\\�\������� 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ 0000 a a a a O O O� a O Q 0 a O .� a o_ GROUND 20 E GROUND • before dig \%,.%�,�o,,%,, 4•, ��IN Ax you rA"""N PANAMA LANE 5.7-12251 L- SCALE: 1 "=10' 1. i II, i i I, .i�/�s i _ � _ rY � Y. OY �r _ �� iY.O�. _ _ �.�i.0. i _ .i•ii i _ ....�Y...Y.. _ i .i..��..s i _ .�.. _ _ �..�.YI�� i _ •�... i •iO�.- i FUTURE CURB, GUTTER AND SIDEWALK L&AA&LAW.1mXJ.&ft. HIGH WATER USE: 3 MODERATE WATER USE: 2 LOW WATER USE: 1 THE HYDROZONE SETTINGS AND THE SQUARE FOOTAGE COVERED BY EACH HYDROZONE MALL BE INSTALLED AS PROPOSED IN HYDROZONE TABLE, AND iN ACCORDANCE WITH THE APPROVED PLANS. WATM E�� LANDSCAPE W REFERENCE EVAPOTRANSPIRATION (ETQ) BAKERSFIELD = 52.4 NOTES: ASSUMED OPERATING PRESSURE = 30 PSI M FLOW = 50 GPM FOR THE HQIMST MONIH OFF THE YEAR: IRRIGATION RUN TIME FOR SHRUBS (AT FULL GROWTH) = 10 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN 11ME FOR SHRUB STATIONS 2 TIMES X 5 MiNUTES; ONE HOUR MIN. BETWEEN WATERING CYCLES) IRRIGATION RUN TIME FOR TREES (AT FULL GROWTH) = 48 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN TIME FOR TREE STATIONS 3 TIMES X 16 MINUTES; ONE HOUR MIN. BETWEEN WATERING CYCLES) FOR REGULAR SCHEDULE AFTER ESTABLISHMENT: IRRIGATION SHALL BE SCHEDULED TO OCCUR THREE TIMES A UiIEEK BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM. HYDROZONE# /PLANTING DESCRIPTION 98(M 011e MEW SCHEXAe. IRRIGATION CONTRACTOR SHALL FURNISH AND INSTALL THE ETAF (PF/IE) FOLLOWING IRRIGATION SLEEVES: HYDROZONES (SEE IRRIGATION NOTE NO. 7, SHEET L-10) 2 SCHEDULE 40 PVC SLEEVES: (1 4» FOR MAINLINE) (1) 2 (FOR CONTROL WIRES) SCHEDULE 40 PVC SLEEVES: 1) 4- (FOR MAINLINE) 2) 1-1/2- (FOR TREES AND SHRUBS) SCHEDULE 40 PVC SLEEVES: 4 �1) 4' (FOR MAINLINE) 2) 1-1/2- (FOR TREES AND SHRUBS) (1) 2- (FOR CONTROL WIRES) rJ, SCHEDULE 40 PVC SLEEVES: (2) 1-1/2- (FOR TREES AND SHRUBS) 3 1) 2- (FOR CONTROL WIRES) SCHEDULE 40 PVC SLEEVES: �1) 4 (FOR MAINLINE) 2) 1-1/2- (FOR TREES AND SHRUBS) (1) 2" (FOR CONTROL WIRES) SCHEDULE 40 PVC SLEEVES: s (2) 1-1/2- (FOR TREES AND SHRUBS) SCHEDULE 40 PVC SLEEVES: (2) 1-1/2- (FOR TREES AND SHRUBS) L&AA&LAW.1mXJ.&ft. HIGH WATER USE: 3 MODERATE WATER USE: 2 LOW WATER USE: 1 THE HYDROZONE SETTINGS AND THE SQUARE FOOTAGE COVERED BY EACH HYDROZONE MALL BE INSTALLED AS PROPOSED IN HYDROZONE TABLE, AND iN ACCORDANCE WITH THE APPROVED PLANS. WATM E�� LANDSCAPE W REFERENCE EVAPOTRANSPIRATION (ETQ) BAKERSFIELD = 52.4 NOTES: ASSUMED OPERATING PRESSURE = 30 PSI M FLOW = 50 GPM FOR THE HQIMST MONIH OFF THE YEAR: IRRIGATION RUN TIME FOR SHRUBS (AT FULL GROWTH) = 10 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN 11ME FOR SHRUB STATIONS 2 TIMES X 5 MiNUTES; ONE HOUR MIN. BETWEEN WATERING CYCLES) IRRIGATION RUN TIME FOR TREES (AT FULL GROWTH) = 48 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN TIME FOR TREE STATIONS 3 TIMES X 16 MINUTES; ONE HOUR MIN. BETWEEN WATERING CYCLES) FOR REGULAR SCHEDULE AFTER ESTABLISHMENT: IRRIGATION SHALL BE SCHEDULED TO OCCUR THREE TIMES A UiIEEK BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM. HYDROZONE# /PLANTING DESCRIPTION HYDROZONE IRRIGATION AREA OF ETAF (PF/IE) COLUMN 2 HYDROZONES WATER METHOD HYDROZONE % OF TOTAL LS AREA MLTIPLED B 1,792 SQ. FT. 663 USE TOTALS ETWU = (ETo)(0.62)(ETAF X LANDSCAPE AREA) 0T1AA 1 ._ r=7 A tAIINf1lJCCI/A C�A T7 V 9 '7A71-71 CAA l±Ai t MAIC oCb VCAC COVERAGE 1402 COLUMN 4 1) MEDIAN TREES & SHRUBS PANAMA LN 1 DRIP 1,792 SQ. FT. - - Evnnn-sni.r 1,792 SQ. FT. 100% LS AREA - L&AA&LAW.1mXJ.&ft. HIGH WATER USE: 3 MODERATE WATER USE: 2 LOW WATER USE: 1 THE HYDROZONE SETTINGS AND THE SQUARE FOOTAGE COVERED BY EACH HYDROZONE MALL BE INSTALLED AS PROPOSED IN HYDROZONE TABLE, AND iN ACCORDANCE WITH THE APPROVED PLANS. WATM E�� LANDSCAPE W REFERENCE EVAPOTRANSPIRATION (ETQ) BAKERSFIELD = 52.4 NOTES: ASSUMED OPERATING PRESSURE = 30 PSI M FLOW = 50 GPM FOR THE HQIMST MONIH OFF THE YEAR: IRRIGATION RUN TIME FOR SHRUBS (AT FULL GROWTH) = 10 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN 11ME FOR SHRUB STATIONS 2 TIMES X 5 MiNUTES; ONE HOUR MIN. BETWEEN WATERING CYCLES) IRRIGATION RUN TIME FOR TREES (AT FULL GROWTH) = 48 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN TIME FOR TREE STATIONS 3 TIMES X 16 MINUTES; ONE HOUR MIN. BETWEEN WATERING CYCLES) FOR REGULAR SCHEDULE AFTER ESTABLISHMENT: IRRIGATION SHALL BE SCHEDULED TO OCCUR THREE TIMES A UiIEEK BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM. HYDROZONE# /PLANTING DESCRIPTION PLANT FACTOR (PF) IRRIGATION METHOD iRRIGATiON EFFICIENCY (IE) ETAF (PF/IE) LANDSCAPE AREA ETAF X LS AREA ESTIMATED TOTAL WATER USE (ETWU) 1) MEDIAN ISLAND TREES & SHRUBS (PANAMA LANE) 0.3 DRiP 0.81 0.37 1,792 SQ. FT. 663 21,540 GAL TOTALS ETWU = (ETo)(0.62)(ETAF X LANDSCAPE AREA) 0T1AA 1 ._ r=7 A tAIINf1lJCCI/A C�A T7 V 9 '7A71-71 CAA l±Ai t MAIC oCb VCAC 11,792 SQ. FT. 663 ETWU TOTAL MAWA 1402 21,540 GAL 26,198 GAL THE ETWU IS LESS THAN MAWA. MAWA = (ETp)(0.62)(ETAF X LANDSCAPE AREA) THE WATER BUDW COMPLIES WITH THE MAWA. MAWA = (52.4 INCHES)(0.62)(0.45 X 1,792) =26,19$ G&WINS PER YEAR ETWU - ESTIMATED TOTAL WATER USE MAWA - MAXIMUM APPLIED WATER ALLOWANCE PF - PLANT FACTOR FROM WUCOLS ETAF - EVAPOTRANSPIRATION ADJUSTMENT FACTOR IE -- IRRIGATION EFFICIENCY (0.75 FOR OVERHEAD REMARKS SPRAY AND 0.81 FOR DRIP SYSTEM.) P M THE IRRIGATION EQUIPMENT LEGEND IS PROVIDED FOR CONVENIENCE ONLY; IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND, THE PLAN SHALL PREVAIL. TOTAL ETAF X AREA 663 TOTAL AREA 1,792 SQ. FT. AVERAGE ETAF 0.37 AVERAGE ETAF FOR REGULAR LANDSCAPE AREAS MUST BE 0.45 OR BELOW FOR NON-RESIDENTIAL AREAS. KEY QTY MANUFACTURER/SERIES MODEL HEAD TYPE NOZZLEPATTERN TO PSI GPM RAD. REMARKS {� 18 RAIN BIRD 1400 SERIES R ROOT ATERIM WNG ATERI 1402 BUBBLER 30 0.50 _ INSTALL TWO BUBBLERS PER TREE, TYP. GEARS #2122 SERIES) THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. W/ RWS-SOCK BC -02 - - CAP FOR FUTURE USE 2" SEE PLAN & DETAIL J, SHEET L-5. IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) SYSTE #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE RAiNBIRD 1804 SAM PRS POP-UP PCN NOCO MMON WIRE - WHITE INSTALL ONE BUBBLER PER SHRUB, TYP. ® 135 HUNTER PG BUBBLER NOZZLES WITH BUBBLER BUBBLER PCN -25 TRICKLE 30 0.25 - SEE DETAIL P. SHEET L-5. RAiNBiRD SA SERIES SWING ASSEMBLY NOZZLE FLOW SENSOR - PAIGE IRRIGATION SPEC#P7162D-A-REV 8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG/1PAIR ICES: 1. INSTAL_ TREE BUGLERS WITHIN SPECIFIED WATERING BASIN IN TURF AND GROUND COVER AREAS. 2. CONTRACTOR SHALL DOCUMENT 30 PSI 0 EACH VALVE AND SUBMIT AND FAX TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 0 (661) 852-2140 FOR APPROVAL.. *VALVE CALLOU T VALVE NUMBER VALVE SIZE VALVE FLOW *VERIFY NTH CITY OF BAKERSFEIL.D REFER TO SHEET L--1 FOR GENERAL NOTES PTI NS/RWARKS REFER TO SHEET L--4 FOR IRRIGATION DETAILS REFER TO SHEET L--5 FOR SPECIFICATIONS RAINBIRD PROPOSED RIGHT--OF-WAY � i �.�I�Y.Y tl _ YeN1Y�YlY� 71x RIGHT--OF-WAY f CONTRACTOR TO LOCATE EXISTING VALVE BOX WITH CONTROL WIRES AND 2" GATE VALVE. CONNECT TO EXISTING GATE VALVE * SEE NOTE 22 3 2 1 I r a / »1fl _ /4 i $15 2" T14 2" 2" 17 1' � --,�� EQUIPMENT ~a PROVIDED FO,. CONVENIENCE , DISCREPANCIES BETWEEN THE PLAN AND THE LEGEND,PREVAIL KEY QTY MAWACTURER MODEL PTI NS/RWARKS SIZE AUTOMATIC CONTROL VALVES WITH I.D. TAGS (SEE DETAIL L, SHEET L-9 & DETAIL I., 3 RAINBIRD 100-PEB SHEET L-5). INSTALL A SCH. 80 PVC UNiON (SPEARS # 897 SERIES) & BALL VALVE 1� 150-PEB GEARS #2122 SERIES) THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. C 1 - - CAP FOR FUTURE USE 2" IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L. APPROVED) #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE COLOR OF WIRES TO BE AS FOLLOW. NOCO MMON WIRE - WHITE SYMBOL - AS APPROVED - CONTROL WIRE - BLACK SPARE WIRE - RED - MASTER VALVE WiRE - BLUE FLOW SENSOR - PAIGE IRRIGATION SPEC#P7162D-A-REV 8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AWG/1PAIR NO SYMBOL - 3M - DBR/Y--6 WIRE CONNECTORS, USE FOR ALL WIRE CONNECTIONS - APPLIED HD VALVE BOXES WITH BOLT DOWN UDS NO- ENGINEERING HD le X 19* FOR MASTER CONTROL VALVE, FLOW SENSOR AND REMOTE CONTROL. VALVES _ SYMBOL VALVE BOXES 10' ROUND FOR GATE VALVES AND QUICK COUPLERS AMBO SIZE BOX FOR WIRE PULL BOX EACH BOX TO BE HEAT BRANDED WITH PROPER ID. •• •� ••• •� PVC PIPE SCH. 40 PVC IRRIGATION MAIN UNE - SEE IRRIGATION NOTES NO. 6 AND 7, THIS SHEET SEE PLAN PVC PIPE SCH. 40 PVC IRRIGATION LATERAL - SEE IRRIGATION NOTES NO. 6 AND 7, THIS SHEET SEE PLAN _ PVC PiPE SCH. 40 PVC IRRIGATION SLEEVE - SEE IRRIGATION NOTES NO. 6 AND 7, THIS SHEET SEE PLAN 1. CONTRACTOR SHALL CHECK & VERIFY ALL SITE CONDITIONS, UTILITIES & SERVICES PRIOR TO TRENCHING. 2. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR MAXIMUM COVERAGE WITH MINIMUM OVERSPRAY. ADJUST ALL iRRIGA11ON HEADS TO EUMINATE OVERSPRAY ON ADJACENT HARD SURFACE AREAS. PROVIDE ADJUSTABLE ARC NOZZLE FOR IRRIGATION HEADS WHERE OVERSPRAY IS EXCESSIVE. PROVIDE CHECK VALVES WHERE NEEDED TO PREVENT LOW HEAD DRAINAGE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL CROSS CONNECTION CONTROL STANDARDS AND CONNECTION CONTROL STANDARDS, AND SNAIL PERFORM WORK IN SUCH A MANNER AS TO MEET CURRENT INDUSTRY STANDARDS FOR IRRIGATION SYSTEM CONSTRUCTION. 4. INSTALL RAIBIRD SEAL-A-MATIC HEADS AT ALL LOW SPOTS ADJACENT TO PAVEMENTS WHERE LOW HEAD DRAINAGE WILL CAUSE WATER WEEPING ONTO PAVEMENTS. 5. ALL LOCATIONS OF IRRIGATION COMPONENTS ARE APPROXIMATE AND DIAGRAMMATIC AS SHOWN. CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL PLACEMENT OF EACH COMPONENT AND FOR OBTAINING APPROPRIATE IRRIGATION WATER COVERAGE. iF CONFLICTS EXIST CONTRACTOR SHALL NOTIFY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE PRIOR TO PLACING THE COMPONENT. 6. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL. BE INSTALlEU IN PLANTING AREAS WHERE POSSIBLE. 7. ALL ACCUMULATIVE LATERAL AND MAINLINE IRRIGATION LINES RUNNING UNDER ANY WALK OR PAVEMENT TO BE INSTALLED 2.5 FEET DEEP, IN SCH. 40 PVC SLEEVES AT TWICE THE DIAMETER OF THE IRRIGA11Ot LINE UNLESS OTHERWISE NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE 1' MIN. DIA FOR 110 VOLTS AND t MIN. DIA FOR LOW VOLTAGE. 8. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES LITH WATERPROOF MARKERS AT ALL SPLICES, VALVE MANIFOLDS AND CONTROLLER. 9. INSTALL VALVE BOXES a FROM AND PERPENDICULAR TO WALKS, CURB, LAWN, BUILDINGS OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHAD. BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAIN, ETC. AND EACH BOX SHALL BE 12" APART. SHORT SIDE ON: THE VALVE BOX SHALL BE PARALLEL TO WALK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX ONLY. 10. DO NOT WILLFULLY INSTALL THE IRRIGA11ON+i SYSTEM AS SHOWN ON THE DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT UP THE ATTENTION OF THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. IN THE EVEN THIS N011FICA71ON IS NOT PERFORMED, THE CONTRACTOR SHALL. ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER. 11. THE CONTRACTOR SHALL PROVIDE AND KEEP AN UP-TO-DATE 'RECORD DRAWING' SHOWING ALL CHANGES TO THE ORIGINAL DRAWINGS AND EXACT LOCATIONS OF FACILITIES INSTALLED BEFORE FINAL INSPECTION. THE CONTRACTOR SHALL FURNISH 'RECORD DRAWINGS' TO THE PROJECT INSPECTOR AND CITY ENGINEER. 12. THE SYSTEM IS DESIGNED FOR THE PERFORMANCE LISTED ON THE IRRIGATION SCHEDULE. CONTRACTOR WILL VERIFY ON-SITE WATER PRESSURE AND WILL ADJUST SYSTEM DESIGN IF APPROPRIATE. 13. ALL CONTROL WIRE NOT INSTALLED ALONG MAIN LINE WILL BE INSTALLED IN SCH. 40 PVC CONDUIT. ALL CONTROL WIRE TO BE INSTALLED AS 14 GAUGE UNLESS OTHERWISE NOTED. 14. INSTALL ALL VALVES AND Q.C.V. HiDDEN AND IN SHRUB BEDS WHERE POSSIBLE. VALVE BOXES SHOULD BE PERPENDICULAR TO THE SIDEWALK, CURB OR WALL 15. CONTRACTOR WILL SUPPLY LAMINATED TWO (2) 11x17 INCH AND ONE (1) REPRODUCIBLE AS -BUILT DRAWINGS TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 16. USE ONLY 711 PVC CEMENT AND PRIMER. 17. LABEL. ALL VALVES WITH YELLOW PLASTIC TAG WITH INTEGRATED PRINT, INDICATING CIRCUIT NUMBER AND CONTROLLER IDENTIFICATION. 18. QUANTITiES FON? IRRIGATION EQUIPMENT AND COMPONENTS APPEAR IN THE LEGEND FOR CITY OF BAKERSFIELD USE. BIDDING CONTRACTOR SHALL NOTE THAT PLAN SHALL PREVAIL WHEN VERIFYING QUANTiTIES OF IRRIGATION EQUIPMENT AND COMPONENTS. 19. CONTRACTOR SHALL PROVIDE & INSTALL TWO (2) HOT WIRES TO EACH VALVE. CONNECT ONE (BLACK) AND SECOND (RED) WILL BE SPARE. A SPARE COMMON (011E) WIRE SHALL BE LOOPED AND RUN THROUGH TO THE END OF THE SYSTEM. ONE (SLUE) WIRE SHALL BE USED FOR THE MASTER VALVE. VERIFY WITH THE CITY OR BAKERSFIELD. 20. CONTRACTOR SMALL PROVIDE & INSTAL. A SCH. 80 PVC UNION & BALI VALVE THE SAME SZE AS VALVE 0 EACH VALVE LOCATION. 21. CONTRACTOR SHALL ENGRAVE THE LETTERS "IR' ON THE FACE OF THE CURB WHERE SLEEVE CROSSING ARE LOCATED. * 22. THE CONTRACTOR SHALL. UTILIZE AND/OR PROVIDE AN EXISTING IRRIGA11ON MAINLINE AND WIRES FROM AND/OR TO ANY ADJACENT PHASE UNE OR DEVELOPMENT LIMITS TO COMPLETE ANY CURRENT OR FUTURE IRRIGATION SYSTEMS, PROVIDING THE SYSTEM CAN PROPERLY MEET THE DESIGNED CONDITiONS. SHOULD THE CONTRACTOR BE REQUIRED TO UTILIZE THE EXISTING FUTURE SERVICES, THE EXISTING IRRIGATION SYSTEM SHALL BE UPDATED WITH ALL THE NECESSARY iRRIGATIONa EQUIPMENT AS PART OF THE CURRENT PROJECT, PER THE DIRECTION OF THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT REPRESENTATIVE. Ic Ic SCALE: 1 " = 20' 20' 10' O' 20' 40' 1. THE CONTRACTOR MALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD' SET OF BLUE UNE PRINTS WHICH SHALL BE CORRECTED DAiLY INDICATING EVERY CHANGE FROM THE CRiGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES.. AND KiNDS OF EQUIPMENT: THESE DRAWING SHALL ALSO SERVE AS WORK PROGRESS MEETS AND SHALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHAD. BE KEPT ON THE STE AND SHALL BE USED ONLY AS A FIELD RECORD SET. 2. THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, MOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWING SHALL BE AVAILABLE AT ALL. IMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTS SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE LOCATION AND CHANCES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO: a. CONNECTIONS TO EXISTING WATER LINES b. CONNECTIONS TO EXISTING ELECTRICAL POWER c. GATE VALVES d. ROUTING OF PRESSURE MAiN UNE PIPE e. SPRINKLER CONTROL VALVES t ROUTING OF CONTROL AND COMMON WIRE CLUCK COUPLING VALVES a. IRRIGATION SLEEVE LOCATIONS b. PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANCES 4. BEFORE THE DATE CP THE FINAL INSPECTION, THE CONTRACTOR SHALL DELIVER THE CORRECTED 'FIELD RECORD' SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE INFCRMATIOi TO CREATE A CLEAN SET OF 'RECORD DRAWING'. ALL WORK SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARC HTECT OR THE OWNER'S REPRESENTATIVE AND iS SUBJECT TO VERIFICATION. DELIVERY OF THE 'FIELD RECORD' SET WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMATION THAT MAY BE OMITTED FROM THE PRINTS COMPILED AT THE SITE. THE LANDSCAPE ARCHITECT WILL USE THE INFORMATION TO PRODUCE: a. A CLEAN SET OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF BAKERSFIELD AS THE OFFICIAL 'RECORD DRAWINGS' FOR THE PROJECT. b. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE 'RECORD DRAWINGS' AS PROVIDED BY CONTRACTOR'S REPRESENTATIVE. c. CONTROLLER CHARTS SHALL BE PRODUCED FROM THE FINAL APPROVED 'RECORD DRAWINGS. 5. CONTROLLER CHARTS: a. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED AND ONE ELECTRONIC COPY. b. THE CHART SHALL SHOW THE AREA CONTRA BY EACH AUTOMATIC CONTROLLER AND SHAD. BE REDUCED IN SIZE TO AND 11*X17" OF THE APPROVED 'RECORD DRAWINGS% c. THE CHART SHALL BE A BLUELNE OZALID PRINT AND A DIFFERENT COLOR SHALL BE USED TO INDICATE THE AREA OF COVERAGE FOR EACH CONTROL VALVE STATIM. d. WHEN CO+iPLETED AND APPROVED, THE CHARTS SHALL BE SEALED BY A PLASTIC LAMINATING PROCESS AND SPIRAL BOUND. THE PLASTIC LAMINATING SHEETS SHALL BE A MINIMUM OF 10 MiL. THICKNESS EACH. Know what's below. 0111 before you dig. @IIIIIIIII �^J MAIN SINE Finished Grade 1.0' Place Maxicom wires near the main line - at the 9 o'clock position. Backfill and compact according to Standard Detail ST -12. See Caltrans Standard Specifications for surface treatment or as directed by the LATER& LINE Recreation and Parks Director. (SHOWN IN MUL T/ LINE TRENCH) 1.0' Finished Grade r Backfill Place irrigation control * For large wires near the mainline turf heads bundled and taped at 10' intervals ** For small 6 Locate wires at the turf heads : 3 o'clock position. & bubblers NOTES L When crossing under roadways or any other hard surface, all electrical wiring and water lines shall be installed in a schedule 40 PVC sleeve with a minimum of 2.5' of cover per City Standard L-3 or as directed by the City Engineer. Sleeve shall be two times the diameter of the conduit/pipe. All electrical conduit shall be 1' minimum diameter for 110 volts and 2' minimum diameter for low voltage. There shall be no change in fitted direction under roadways or any hard surfoce. 2. Where the Rainbird Maxicom or /0 irrigation system is specified, the Maxicom cable must not come into contact with the power supply or valve wiring. Locate the Maxicam cable near the main line at the 9 o'clock position. 3. If more than one line is installed per trench, provide 0.5' horizontal and vertical separation. 4 All PVC solvent (glue) shall be 1711 Weld -On or approved equal. Primer is required on mainline only. 5. Landscape and irrigation improvements within the dedicated street right-of-way may require an open street permit Check with City Engineering Deportment for requirements 6. Where open street cuts are required to install various irrigation lines and/or wires, a/I street patching within the City right -of woy shall conform to Standard Detail ST -11 and as directed by the City Engineer. 7. When there is a change in fitted direction, size, or water velocity o// irrigation main lines (pressure lines) larger than 2.0' in diameter shall be secured with concrete thrust blocks in accordance with manufacturer's recommendation, City Standard Detail L-4 or as directed by the Recreation and Parks Director. 8. All iriigation lateral lines shall be class 200 PVC. if a lateral line is located under a hard surface, Schedule 40 PVC is required. Alf irrigation lines located under a hard surface shall be installed in a schedule 40 PVC sleeve per Standard Detail L-3. 9. All irrigation mainlines 2.0' in diameter and less shall be Schedule 40 PVC. Irrigation mainlines greater than 2.0' in diameter shall be class 200 ring-tite PVC Schedule 40 or approved equal by the Recreation and Parks Director irrigation mainlines 4' or greater shall include ductile Iron fittings Systems with booster pumps shall require pipe pint restraints with class 200 on mainline gasket pipe. 10. All im9 otion installation shall be in accordance with City standards, the latest approved edition of the California Plumbing Code, Manufacturer's Recommendations, Section 20 of the Standard Specifications, and as directed by the Recreation and Parks Director. 1L All material used shall be new and free from imperfections 12. See approved landscape and irrigation plans and legends for specific model number, size, quantity, manufacturer, and performance requirements 13. No non-irrigotion conduit or piping shall be allowed within the irrigation piping or control line trench. 14. All mainlines installed shall be pressure tested as per pipe, fitting and solvent (where solvent is used) manufacturer's specifications Manufacturer's testing specifications shall be incorporated into the project plans and specifications 15. This Project is Subject to the Requirements of the Colifomia Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) and any other Applicable State and Local Regulation. Contractor is Responsible for Compliance with these Requirements 16. Any and alt changes shall be opproved by the Recreation and Parks Director prior to implementation. FILENAME: L-2REV Top of valve box See ( 25' expansion loop for all wires Finished Grade ��-Main Line note 13 on this sheet) union downstream of each valve and a Schedule 80 08" and Female) Resilient Bail Valve upstream of each valve. See Detail on this for ball ` Wire Adopter sheet position of union and valve. cover, in a schedule 40 PVC sleeve. Sleeve sha!l be two times Schedule 80 PVC , > Lateral Extra (spare) / \� Control Line Resilient Ball Valve & Union Assembly Control \j ire shall be Sch. 40 PVC. (line size schedule 80) lire jCommon t 3. All laterals shall be Class 200 PVC or as required on plans irrigation control box with a valve identification tag and (1 of 4) Female \ Adapter \ /\ Wire Valve ID Tag Remote Control Valve /\ Lateral Line lice top of the valve box shall be set at finished grade in ' 07/ turf areas and 3' above finish grade in planter areas to / \ pop-up for bubbler. Use of flex risers shall be as directed and Schedule 80 PVC 10 All irrigation installations shall be in accordance with City Standards Schedule 80 �� \< See tail recommendations, Section 20 of the Standard Specifications, and as PLAN VIEW Nipple (TIT) �/ All concrete box lids shall be labeled 'IRRIGAI)ON' by the on this sheet manufacturer. Concrete boxes shall be Christy Box type or (Plan view is for typical - approved equal. SUPPORT SYSTEM 5. Installation of extra (spare) irrigation control wire from 12. Alt moteriols used shall be new and free from defects. valve assembly Main `// \\ Main Lateral Line configurotions may very) Line �, Line and Parks Director prior to implementation. 6. Al/ irrigation control wires (control and common) shall 15. This Project is Subject to the Requirements of the California Department be 14 gangs U.L. single strand copper wire, taped and Brick Top of valve box 25' expansion loop mainline at the 3 o'clock position. Contractor shall upsize Responsible for Compliance with these Requirements (1 of 4) (See note #3 on this sheet) for all wires Finished n Grade �^J REMOTE CONTROL VALVE j Extra NOTES' j control /` Control Al! irrigation control valves shall include a Schedule 80 Schedule 80 % wire Wire Ni leT : Common union downstream of each valve and a Schedule 80 08" and Female) Resilient Bail Valve upstream of each valve. See Detail on this for ball ` Wire Adopter sheet position of union and valve. cover, in a schedule 40 PVC sleeve. Sleeve sha!l be two times 2. All nipples shall be Schedule 80 PVC. All fittings shall , > Lateral be Schedule 40 PVC, except where ductile iron fittings are Main Line required, use Teflon tape on all threaded pints Line ; 1 1/2' min. dia. for 110 volts on 2' min. dia. for low voltage. 3. All irrigation control valves shall be placed in a plastic Brick shall be Sch. 40 PVC. PVC SCH 80 NIPPLE 2. Sleeve shall extend 1.0' beyond hardscape on all sides and the t 3. All laterals shall be Class 200 PVC or as required on plans irrigation control box with a valve identification tag and (1 of 4) location shall be mocked on the curb face and or hardscape by drain valve or check valve is required to prevent erosion. Check Ell (ST) or valves and/or drain valves shall be installed at locations shown Backfill lockable lid mocked 'IRRIGATION' by the manufacturer Lateral Line lice top of the valve box shall be set at finished grade in ' 07/ turf areas and 3' above finish grade in planter areas to &MZ1 CONTROL VAC VE accommodate mulch. All plastic valve boxes and lids shall pop-up for bubbler. Use of flex risers shall be as directed and be Applied Engineering type or approved equal. Lids shall be heat branded to identify the valve number 10 All irrigation installations shall be in accordance with City Standards require a Street Permit Check with the City Public Works the latest approved edition of the Colifomia Plumbing Code, manufacturer's 4. Valves located in hordscope shall be placed in a reinforced recommendations, Section 20 of the Standard Specifications, and as concrete box with lid appropriate for the surface conditions directed by the Recreation and Parks Director. All concrete box lids shall be labeled 'IRRIGAI)ON' by the 11. All new and/or upgraded irrigation systems shall include a master manufacturer. Concrete boxes shall be Christy Box type or valve and flow sensor as approved by the Recreation and Parks Director approved equal. SUPPORT SYSTEM 5. Installation of extra (spare) irrigation control wire from 12. Alt moteriols used shall be new and free from defects. irrigation control clock to remote control valve is required 13. See approved /ondscope/irrigation plans and legends for specific for each valve. Extra (spare) wire shall be red. Valve model numbers, size, quantity, manufacturers and performance requirements (control) wire shall be black. Common wire shall be white RWS series or approved equal). Two (2) per tree. Installation of extra (spare) common wire (white) is required 14. Any and all changes shall be approved by the Recreation and shall be installed with a 2.5' service loop at each valve box. and Parks Director prior to implementation. 6. Al/ irrigation control wires (control and common) shall 15. This Project is Subject to the Requirements of the California Department be 14 gangs U.L. single strand copper wire, taped and of Water Resources Model Water Efficient Landscape Ordinance (MM20) bundled of 10 intervals and placed near the irrigation and any other Applicable State and Local Regulation. Contractor is mainline at the 3 o'clock position. Contractor shall upsize Responsible for Compliance with these Requirements wire gauge as necessary for long wire runs specifications for specific model number(s), size, quantity, 7. Al! wire connections shall be waterproof and approved FILENAME: L-6REV the Standard Specifications, and as directed by the Recreation �✓ DATE REV by the Recreation and Pocks Director. Splices will not 7. All material used sho/l be new and free from imperfections Landscape Ordinance (MNELO) and any other Applicable State STANDARD 8/18 18 DRAWN be allowed unless approved by the Recreation and Compliance with these Requirements. 9. No non -irrigation conduit or piping shall be allowed within Finished Grade y/ DC Parks Director The approved splices will require the use of a valve bon. Labeled 'splice' on the lid. 10. Where Rainbird Maxicom or 10 system is specified, the DETAILS FOR REMOTE `�'E`FGonzaiez Valve lire shall be placed inside a 1' Schedule 40 conduit for RLENAME. L-3REV streetscapes and 1 1/2' Schedule 40 conduit for parks Master Volm Wire for burial be CONTROL VALVES scaE N.T.S. 8 Maintain 2.0' separation between remote APPROVED ST,MARD DETA,L control valves (centerline to centerline) when more than blue in color. DETAILS FOR CHEacEo one valve is installed in the some location. 12' swing assembly (included) ELECTRICAL CONDUIT, TRENCHING, CRY OF BAK,EFMFELD Colifomia Department of Water Resources Model Water Efficient ; SLEEVING AND BACKFILL N.T.S. CALF;ORNiA L.6 9. Mere possible, locate valves in the planter areas STAMM o CITY ENGINEER PUBUC WORKS DEPARTMENT CITY OF BAKERSFIELD Finished Grade 6' Maximum Roadway 1 Roodway Edge of Pavement Gutter ` , I F I) Gutter Bowline ---Curb Batter Top of Curb Top of Curb Face of Curb Sidewalk Sidewalk Bock of Curb Street Right -of -Way only `� Sleeve L5' behind Right -of -Way. Conduit/Pipe A SLEEVE PLAN VIEW o l CONI T ��.L�� �� -QU_ Chisel '1R' on Face of Curb � NO TES- Face of Curb -.1 R o &D -01a 0 Flow line---m.- ine -L 1.When crossing under roadways or any other hard surface, Note 5) 1. Use Teflon (PTFE) taps on ail treaded pints all electrical electrical wiring and water lines shall be installed with 2.5of L/ cover, in a schedule 40 PVC sleeve. Sleeve sha!l be two times Teflon tope is not required on Marlex fittings a minimum of 0.5' in diameter. the diameter of the conduit/pipe, cll electrical conduit shall have 8. Evenly coat iron fittings exposed to concrete with O 2. All risers and nipples shall be Sch. 80 PVC. All fittings ; 1 1/2' min. dia. for 110 volts on 2' min. dia. for low voltage. 3/4 -INCH WASHED GRAVEL $ shall be Sch. 40 PVC. PVC SCH 80 NIPPLE 2. Sleeve shall extend 1.0' beyond hardscape on all sides and the t 3. All laterals shall be Class 200 PVC or as required on plans Finished 6' Flex Nipple (T/T) 4. When irrigation heads are installed within embankments, a location shall be mocked on the curb face and or hardscape by drain valve or check valve is required to prevent erosion. Check Ell (ST) or valves and/or drain valves shall be installed at locations shown Backfill chiseling the letters 'IRS Lateral Line necessitated by site conditions, and as directed by the Recreation ' 07/ and Parks Director. AI/ turf rotors shall include a stainless steel 3. Improvements within the dedicated street right-of-way may % pop-up for bubbler. Use of flex risers shall be as directed and 5. All heads and risers shall be placed 2' (24') from concrete approved by Recreation and Parks Director. require a Street Permit Check with the City Public Works 11 shall be 2' (24') from concrete and asphalt areas .RU$BLE /S RUB SPRA Y HEAD .--� Height of pop-up heads shall be as follows: Department Subdivision Section for requirements 6' for turf areas 12' for shrub spray areas 4' for bubblers 12' for groundcover areas 9 8 NOTE: 4. Where open cuts ore required to install various irrigation lines SUPPORT SYSTEM locate heads 1.0' minimum from face of building wall to back of Sleeve and/or wire4 oil street patching within the City right-of-way Nipple (TIT)(TIT)All 7. trees shall include o deep root watering system (Rainbird Conduit/Pipe shall be in accordance with current City Standards and as directed RWS series or approved equal). Two (2) per tree. ; by the City Engineer. Triple Swing Joint i pop -ups and 1SJ series for rotors or approved equal. 5 Any and ail changes Miall be approved by the Recreation and ' Parks Director prior to implementation. 6" Maximum 10. See approved landscape and iriigotion plans, legends and 6. All electrical installation shall be in accordance with City specifications for specific model number(s), size, quantity, Standards manufacturer's recommendation, section 20 of (� SLEEVE PROFILE VIEW the Standard Specifications, and as directed by the Recreation �✓ and Parks Director. California Department of Water Resources Model Water Efficient 7. All material used sho/l be new and free from imperfections Landscape Ordinance (MNELO) and any other Applicable State 8. All electrical installations within parks or parkways shall be and Local Regulation. Contractor is Responsible for inspected by Public Works Electrical supervisor. Compliance with these Requirements. 9. No non -irrigation conduit or piping shall be allowed within Finished Grade electrical or control line trenching. Finished Grade/ Top of mulch 10. Where Rainbird Maxicom or 10 system is specified, the Satellite Communication Cable, Row Sensor Cable, and Master Valve lire shall be placed inside a 1' Schedule 40 conduit for RLENAME. L-3REV streetscapes and 1 1/2' Schedule 40 conduit for parks Master Volm Wire for burial be A 4 � STANDARD DAZE REV$/,. shall be rated direct and shall PROPERTY '8T/BW/DC blue in color. DETAILS FOR CHEacEo 1L This Project is Subject to the Requirements of the 12' swing assembly (included) ELECTRICAL CONDUIT, TRENCHING, s= Gonzalez SCALE Colifomia Department of Water Resources Model Water Efficient ; SLEEVING AND BACKFILL N.T.S. Landscape Ordinance (MWELO) and any other Applicable State APPROVED STAMM o and Local Regulation. Contractor is Responsible for l`'J POP UP SPRA Y HEAD CITY OF BAKERSFIELD (Bottom Mount) Compliance with these Requirements For small turf areas, shrub spray areas, and pop-up bubbler use. CAUFMIA L-3 GTY ENpNEER PUBUC WORKS DEPARTMENT (RWS-sock) May be required *12' for Spray Heads NO TES: 2.0'* 3' for Bubblers (See o &D -01a 0 �2 maximum thrust force expected and the lood- Note 5) 1. Use Teflon (PTFE) taps on ail treaded pints beming capacity of the soil. L/ 7. A!l anchor rods shall be reinforced steel and Teflon tope is not required on Marlex fittings a minimum of 0.5' in diameter. RAiN BIRD VB-6RND 8. Evenly coat iron fittings exposed to concrete with O 2. All risers and nipples shall be Sch. 80 PVC. All fittings MAINLINE ® BACKTREE 3/4 -INCH WASHED GRAVEL $ shall be Sch. 40 PVC. PVC SCH 80 NIPPLE Z t 3. All laterals shall be Class 200 PVC or as required on plans Finished 6' Flex Nipple (T/T) 4. When irrigation heads are installed within embankments, a Grade drain valve or check valve is required to prevent erosion. Check Ell (ST) or valves and/or drain valves shall be installed at locations shown Tee (SST) in approved plans per manufacturer's recommendation, as Lateral Line necessitated by site conditions, and as directed by the Recreation ' 07/ and Parks Director. AI/ turf rotors shall include a stainless steel "*Typical shrub head shall be 12" pop-up for spray nozzles and 4' riser pop-up for bubbler. Use of flex risers shall be as directed and 5. All heads and risers shall be placed 2' (24') from concrete approved by Recreation and Parks Director. and asphalt areas Ali large radius irrigation heads (part circle) 11 shall be 2' (24') from concrete and asphalt areas .RU$BLE /S RUB SPRA Y HEAD .--� Height of pop-up heads shall be as follows: STEEL GEAR 6' for turf areas 12' for shrub spray areas 4' for bubblers 12' for groundcover areas 9 8 NOTE: 6. Where part circle irrigation heads are adjacent to a building wall, SUPPORT SYSTEM locate heads 1.0' minimum from face of building wall to back of Finished Sch. 80 PVC � Grade head field ad' over st to prevent ro on wall. � p � y Nipple (TIT)(TIT)All 7. trees shall include o deep root watering system (Rainbird j RWS series or approved equal). Two (2) per tree. ; 8. Triple swing Joint assembly shall be Rainbird SA Series for Triple Swing Joint i pop -ups and 1SJ series for rotors or approved equal. 9. Any and aN changes from this standard detail sheet shall by approved by the Recreation and Parks Director. Lateral Lin 10. See approved landscape and iriigotion plans, legends and specifications for specific model number(s), size, quantity, " manufacturer, and performance requirements Install Top of Head 0.25' above FG. for rotors in turf areas Install 11. This Project is Subject to the Requirements of the Top of Head 1 " above FG. for planter areas Where mulch is used, California Department of Water Resources Model Water Efficient Install Top of Head 0.5" above top of mulch. Landscape Ordinance (MNELO) and any other Applicable State and Local Regulation. Contractor is Responsible for © LARGE RADIUS HEAD ft t tom Mount) Compliance with these Requirements. Finished Grade ROOTBALL Finished Grade/ Top of mulch 0f 4' Locking grate (included) @IIIIIIIII A 4 � Rain Bird 1401 0.25 gpm Bubbler (included) ' PROPERTY Sch. 80 PVC ; Nipple (TIT) 12' swing assembly (included) Triple Swing Joint 1/2' male rpt inlet (included) ; PVC SCH 40 Tee or Ell Lateral Line Lateral Lire l`'J POP UP SPRA Y HEAD (Bottom Mount) 4' wide x 36' long rigid basket For small turf areas, shrub spray areas, and pop-up bubbler use. weave canister (included) SHRUB LATERAL FILENAME: L-8REV 6 1 (RWS-sock) May be required STANDARD oAiE REV 8/18 DRAWN 111 far sandy soils DAH/8W/DC Rain Bird RWS-B-C-1401 (includes retainer, 36' tube, _ 0 DETAILS FOR VARIOUS cEE. Gonzalez 0.25 gpm bubbler & integrated check valve, 4' grate IRRIGATION HEADS scALE N.T.S. versatile swing assembly with 1/2' in not inlet)APPROVED PCB BUBBLER. ONE SHRUB LATERAL STAWARo DETAIL. D@ ROOT WA TERING SYSTEM RAiNBIRD RWS, TWO CRY B C L-8 THiS SHEET CITY ENGINEER PUBUC WORKS DEPARTMENT TYPICAL PLANTING & IRFUGATIONLAYOUT 0 1 30 -INCH LINEAR LENGTH OF WIRE, COILED �2 WATERPROOF CONNECTION RAIN BIRD SPLICE -1 (1 OF 2) 3 ID TAG: RAIN BIRD VID SERIES 4� REMOTE CONTROL VALVE: RAIN BIRD PESB-PRS-D WITH NP-HAN l�J VALVE BOX WITH COVER: APPLIED ENGINEERING �6 FINISH GRADE/TOP OF MULCH �7 PVC SCH 80 NIPPLE (CLOSE) 8 PVC SCH 40 ELL 9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ELECTRIC REMOTE -CONTROL VALVE PES SEFUES OVALVE A ANCHOR NO , 1. A# mainlines installed shall be pressure tested as per pipe, fitting and solvent (where solvent is used) manufacturer's specifications Manufacturer's testing specifications shall be incorporated into the Protect Plans and Specifications 2. All trenching depths shall be per City Standard Detail L-2 and L-3. @ TEE Q 90' ELL Concrete Thrust Block (Typical) r< a. i D@ 22 1,2' ELL 3. Portland cement concrete used for thrust blocks shall be Class 'B' as per applicable provisions of Section 90 of the Standard Specifications of the California Department of Transportation, approved current edition. 4. All mainlines (pressure lines) larger than 2.0' in diameter shall be secured with concrete thrust blocks in accordance with manufacturer's recommendation or as directed by the;; Recreation and Parks Director. 5. Thrust blocks shall be used at changes of (-1)45* ELL O REDUCER direction (bends, tees), changes of velocity (reducers, valves), and pipe dead ends 6. When thrust blocks are used, the size and 1 type of the blocking must be based on the o &D -01a 0 �2 maximum thrust force expected and the lood- beming capacity of the soil. L/ 7. A!l anchor rods shall be reinforced steel and a minimum of 0.5' in diameter. RAiN BIRD VB-6RND 8. Evenly coat iron fittings exposed to concrete with O 3M Scotch Rap 151 Black PVC Tape with 3/4' overlap. 9. All concrete thrust blocks shall be in accordance with the latest opproved edition of the California Plumbing Code. 10. This Project is Subject to the Requirements of the California Department of Water Resources Model Water Efficient Landscape Ordinance (MHELO) and any other Applicable State and Local Regulation. Contractor is Responsible for Compliance with these Requirements 10 BRiCK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL PIPE 16 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL �Q//V � •" /RD RLENAME: L-4REV I v PER RAIN BW SPECOCATIONS N.T.S (1 MODEL PCN -25 QFINISH GRADE 3RAINBIRD SWING ®LATERAL TEE 01 50 LATERAL PIPE INSTALL ONE PCB BUBBLER PER SHRUB, TYP. NOTES: 1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK. 2. INSTALL PRODUCT WiTH TOP EVEN WITH GROUND SURFACE. 3. RWS SERIES AVAILABLE iN THE FOLLOWING MODELS: RWS-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE RWS-B-1401: 0.25 GPM (0,95 L/M) RWS-B-X-1401: 0.25 GPM (0,95 L/M), 18" (45,7 CM) SWING ASSEMBLY RWS-B-C-1402: 0.5 GPM (1,9 L/M), CHECK VALVE RWS--B-1402: 0.5 GPM (1,9 L/M) RWS-B-C-1404: 1.0 GPM (3,8 L/M), CHECK VALVE 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTERWATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS. r '..r j s �r A i Lar � ! � f � � � � { cwt ! • l FINISH GRADE/TOP OF MULCH VALVE BOX AND COVER (MODEL RAINBIRD VB-10RND) 6-0 PVC PIPE (LENGTH VARIES) 3" MIN. DEPTH OF " WASHED GRAVEL BRICK. (1 OF 4) FILTER FABRIC _ . ,... NOTES: wa •'• t•.: .•' •. �•ir-•:=f :.• .. :.: , • •: 3 a.• .••�• ••., •'Lir•, •.• �t • •i.. �: L • ' :.: •': = Y: '• 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE, THE RESILIENT WEDGE GATE VALVE W/ OPERATOR IS A WRENCH NUT. THREADED ENDS & 2* OPERATING NUT 2. INSTALL FILTER FABRIC AROUND PVC SCH. 40 ADAPTER MAINLINE EXTERIOR OF VALVE BOX. USE DUCT TAPE PVC PIPE (TYP). TO SECURE FABRIC TO PiPE AND VALVE BOX. E ISOLATION GATE VALVE DETAIL L- N.T.S 1 FINISH GRADE/TOP OF MULCH o &D -01a 0 �2 QUICK -COUPLING VALVE: RAIN BIRD MODEL 44LRC L/ VALVE BOX WITH COVER: 4 a RAiN BIRD VB-6RND 5 O 3 -INCH MINIMUM DEPTH OF MAINLINE ® BACKTREE 3/4 -INCH WASHED GRAVEL $ �5 PVC SCH 80 NIPPLE Z t LENGTH AS REQUIRED) 5 O BRICK (1 OF 2) TT u j �7 PVC SCH 40 STREET ELL SHRUB �8 PVC SCH 40 TEE OR ELL ROOTBALL ' 07/ O PVC MAINLINE PiPE i 0 PVC SCH 40 ELL 11 2-N4 REBAR WiTH TWO STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT 9 8 NOTE: SUPPORT SYSTEM FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. QUICK COUPLING VALVE - MODEL 44 LRC PER RAIN BW SPECOCATIONS N.T.S (1 MODEL PCN -25 QFINISH GRADE 3RAINBIRD SWING ®LATERAL TEE 01 50 LATERAL PIPE INSTALL ONE PCB BUBBLER PER SHRUB, TYP. NOTES: 1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK. 2. INSTALL PRODUCT WiTH TOP EVEN WITH GROUND SURFACE. 3. RWS SERIES AVAILABLE iN THE FOLLOWING MODELS: RWS-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE RWS-B-1401: 0.25 GPM (0,95 L/M) RWS-B-X-1401: 0.25 GPM (0,95 L/M), 18" (45,7 CM) SWING ASSEMBLY RWS-B-C-1402: 0.5 GPM (1,9 L/M), CHECK VALVE RWS--B-1402: 0.5 GPM (1,9 L/M) RWS-B-C-1404: 1.0 GPM (3,8 L/M), CHECK VALVE 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTERWATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS. r '..r j s �r A i Lar � ! � f � � � � { cwt ! • l FINISH GRADE/TOP OF MULCH VALVE BOX AND COVER (MODEL RAINBIRD VB-10RND) 6-0 PVC PIPE (LENGTH VARIES) 3" MIN. DEPTH OF " WASHED GRAVEL BRICK. (1 OF 4) FILTER FABRIC _ . ,... NOTES: wa •'• t•.: .•' •. �•ir-•:=f :.• .. :.: , • •: 3 a.• .••�• ••., •'Lir•, •.• �t • •i.. �: L • ' :.: •': = Y: '• 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE, THE RESILIENT WEDGE GATE VALVE W/ OPERATOR IS A WRENCH NUT. THREADED ENDS & 2* OPERATING NUT 2. INSTALL FILTER FABRIC AROUND PVC SCH. 40 ADAPTER MAINLINE EXTERIOR OF VALVE BOX. USE DUCT TAPE PVC PIPE (TYP). TO SECURE FABRIC TO PiPE AND VALVE BOX. E ISOLATION GATE VALVE DETAIL L- N.T.S �i Know what's below. 0811 before you dig. 5.7-12251 CITY RECORDS NO: n t- O) Q d' O z 60 Z O I Q J U U 00 © � W CID OE u N W Q M 0 V �Q o i m US a a 1 1 SIDEWALK L L a M MAINLINE ® BACKTREE OF SIDEWALK CENTERED t PCB BUBBLER. ONE PER BUBBLER. SHRUB (TYP.) LATERAL UNE 1V BACK TT u j SEE DETAIL P, THIS SHEET OF EACH SHRUB. SHRUB ROOTBALL ' 07/ u A j BLOCK WALL i Y 2 TREE .33_J s II 1 t a II r W ROOTBALL 0f @IIIIIIIII A 4 � W �- ac i � ' 2�� PROPERTY UNE SHRUB LATERAL dr 6 1 111 4 1 _ 0 �- PCB BUBBLER. ONE SHRUB LATERAL PER SHRUB (TYP.) RAiNBIRD RWS, TWO SEE DETAIL P, PER TREE (TYP). SEE THiS SHEET DETAIL J, THIS SHEET. TREE LATERAL PLM VIIEW TYPICAL PLANTING & IRFUGATIONLAYOUT �i Know what's below. 0811 before you dig. 5.7-12251 CITY RECORDS NO: n t- O) Q d' O z 60 Z O I Q J U U 00 © � W CID OE u N W Q M 0 V �Q o i m US a a a ' t TT u j r ' 07/ u s @IIIIIIIII a ' t TT u j r ' 07/ u s A. GEN -MAL NOTES: 1. BIDDING IT SHALL BE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUC11ONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. 2. SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH, INSTALL AND COMPLETE ALL LANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN. 3. PLAN VERIFICATION: THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. 4. LIQUM.. THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED LANDSCAPE CONTRACTOR. 5. QRDINANQES_AND REGULATIONS: ALL LANDSCAPE PLANTING WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL & STATE). 6. PERMITS AND INSPEC ONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPEC71ONS AS REQUIRED. 7. FIELD -VERIFICATION:. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 8. LIABLE FOR ENQROAQIIMEN,T,- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET -BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 9. MEI,QD5 OE CON5TRU,CTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT IS NOT RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. 10. STY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. 11. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. 12. INSURANCE:- THE CONTRACTOR SHALL OBTAIN (AND KEEP IN FORCE DURING THE PERIOD OF THE CONTRACT) PUBLIC LIABILITY, WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS. 13. LIABLE FSP, DAMAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, EXISTING PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. 14. COQIDINATION: CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. 15. PLAITING PLANS: THE PLANTING PLANS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEATURES AND UTILITIES. 16. DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 17. PLANTING NOTES: SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MEN11ONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. 18. MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION OR THE BEST GRADE OF THEIR RESPECTIVE KINDS THERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 19. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. 20. N.QTICE_. F . CQM LE110N: THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 21. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. 22. MAINTENANCE INSTRUCTIONS: AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL INSTRUCT THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT ON HOW TO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS. 23. GUARANTEE: THE ENTIRE LANDSCAPE INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE IN PERFECT WORKING ORDER FOR 365 DAYS FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. TREES SHALL BE GUARANTEED FOR ONE (1) YEAR. ALL MATERIALS USED SHALL CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY SETTLING OF TREE/SHRUB WELLS WHICH MAY OCCUR DURING THE 90 DAY PERIOD PRIOR TO FINAL ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER, INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. B. FIELD OBSERVA'T'IONS: 1. REQUIRED FIELD QB ERVA11OI WORK: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MIS-INTERPRETAION OF THE INTENT OF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICA11ONS CAN BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS NTH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. 2. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVA11ONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE. 3. CLOSING OF UNINSPECTED .WORK: THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED REPRESENTATIVE AND /OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION. 1. • PRE -JOB MEETING ONSITE - PRIOR TO COMMENCEMENT OF • WORK • DURING SOIL PREPARATION • AT COMPLETION OF SOIL PREPARATION • COMPLE11ON OF WEED CONTROL • PRIOR TO MOW CURB INSTALLATION • PLANT MATERIAL INSPECTION • GRADING CHECK PRIOR TO GROUND COVER • PROGRESS/INSTALLATION INSPECTION • COMPLETION OF PLANTING • 30, 60, & 90 -DAY MAINTENANCE INSPECTIONS • 1 YEAR MAINTENANCE TURNOVER INSPECTION 1. GENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANT111ES OF THE REQUIRED MATERIALS WERE USED AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. 2. SCOPE OF MRK: WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. 3. PLANT MATERIALS: ALL PLANTS SHALL BE HEALTHY, WELL ESTABLISHED NURSERY STOCK, FREE FROM INSECTS AND THEIR EGGS AND DISEASES. PLANTS SHALL BE FURNISHED IN THE QUANTITIES REQUIRED TO COMPLETE THE WORK AS INDICATED ON THE DRAWINGS AND SHALL BE OF THE SPECIES AND SIZES INDICATED ON THE PLANT LEGEND. ALL PLANTS SHALL BE INSPECTED AND APPROVED PRIOR TO PLANTING. 4. REJECTION OF PLANT MATERIAL: THE OWNER OR THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT MAY REJECT ANY PLANT MATERIAL REGARDED AS UNSUITABLE AT ANY TIME AT NO ADDITIONAL COST TOT THE OWNER. 5. HANDLING/STORAGE; ALL PLANTS SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, SUN, WIND BURN, VANDALISM OR ANY OTHER INJURY. 6. TREE TAGGINQ; ' ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHALL BE SELECTED BY THE CITY OF BAKERSFIELD RECREA11ON AND PARKS DEPARTMENT. 7. TREE. STAKES AND GUMS:_ TREE STAKES SHALL BE LODGE POLE PINE OR CONSTRUCTION HEART REDWOOD. FURNISH AND INSTALL AS INDICATED ON DETAILS. 8. TREE TIES: SHALL BE FLEXIBLE NON -DETERIORATING SELF -FASTENING BLACK VINYL TREE TIES OF THE SIZES REQUIRED TO PROPERLY SUPPORT TREES, 'CINCH TIES' OR EQUAL. 9. COMMERCIAL FER11 IL_ZER SHALL BEAR THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS AND SHALL BE CONTROLLED RELEASE TYPE FERTILIZER WITH THE FOLLOWING MINIMUM REQUIREMENTS: 16% NITROGEN - 7% PHOSPHORIC ACID - 12% POTASH (+IRON). 10. SOIL SULFUR: STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 99 SULFUR (EXPRESSED AS ELEMENTAL) SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED. 11. CERTIFICATES: CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BE FURNISHED TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO. D. LANDSCAPE GRADING NOTES. 1. SITE PREPARATION: THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, DEBRIS, AND OTHER EXTRA MATERIAL FROM THE JOB SITE PRIOR TO PROCEEDING WITH ANY WORK. 2. SOIL Pfd P�ARABOON: ALL SOIL PREPARATION SHALL BE INSTALLED PER THE SOIL REPORT TO BE PROVIDED AND PAID FOR BY THE CONTRACTOR. SOILS REPORT SHALL CONTAIN FULL SOIL AMENDMENT RECOMMENDATIONS. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT UPON COMPLETION. 3. SOIL AMENDMENTS: THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL PROVIDE SOILS REPORT FROM AN APPROVED SOILS LABORATORY AND/OR ANY ADDITIONAL SPECIFICATION PROVIDED BY THE CITY OF BAKERSFIELD RECREA11ON AND PARKS DEPARTMENT PRIOR TO INSTALLATION OF PLANT MATERIALS. 4. PRIOR TO LANDSCAPE AND IRRIGATION CONSTRUCTION COMMENCEMENT, THE CONTRACTOR SHALL OBTAIN SOILS PREPARATION RECOMMENDATIONS FROM A LICENSED SOILS ENGINEER AND DELIVER IT TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT FOR APPROVAL. 5. CULTIVATION DEPTH: ALL LANDSCAPE AREAS SHALL BE CULTIVATED TO A DEPTH OF SIX INCHES. 6. AMENDMENT MIX: INCORPORATE THE FOLLOWING SOIL AMENDMENTS, OR PER SOILS REPORT, IN THE UPPER 6" OF ALL TILLING OR DISKING UNTIL ALL POCKETS AND LAYERS OF SOIL AND SOIL CONDITIONERS ARE ELIMINATED. REDWOOD SHAVINGS 6 YARDS PER 1000 SQ. FT. COMMERCIAL FERTILIZER 20 LBS. PER 1000 SQ. FT. GYPSUM 100 LBS. PER 1000 SQ. FT. 7. FINISH GRADE: FINISH GRADES SHALL BE THOSE INDICATED ON THE DRAWINGS OR AS MAY BE CONTROLLED BY EXISTING INSTALLATIONS. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM, STRAIGHT LEVELS BETWEEN POINTS WHERE ELEVATIONS ARE DETERMINED. FINISH GRADES SHALL BE SMOOTH AND EVEN OF A UNIFORM PLANE WITH NO ABRUPT CHANGES IN THE SURFACE. MINOR MODELING OF THE GROUND SURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR THE NATURAL RUN-OFF OF WATER WITHOUT LOW SPOTS OR POCKETS. FLOW LINES SHALL BE SET BY INSTRUMENT AND SHALL BE MAXIMUM GRADIENT POSSIBLE. 8. DRAINAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE IN ALL PLANTING AREAS IN ACCORDANCE NTH THE PLANS, DETAILS AND SPECIFICATIONS. 9. FINISH GRADE AT SH13UB ACAS:_ FINISH GRADE OF ALL SHRUBBERY AND GROUNDCOVER AREAS SHALL BE TWO INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC., EXCEPT WHERE WATER FLOWS ACROSS SAME. WS N 1411 m V I Moldy,I: 0I ' "Nil41 • 1. PLANT DEPTH: PLANT ALL PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAILS, IN THE LOCATIONS SHOWN ON THE DRAWINGS. 2. EXCAVATED PITS: EXCAVATE PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THE DIAMETER, AND 12" GREATER IN DEPTH THAN THE SIZE OF THE PLANT CONTAINER. 3. BACKFILL MIXTURE: BACKFILL TO BOTTOM OF ROOT BALL WITH PREPARED BACKFILL MIXTURE, TAP FIRMLY, SET PLANT IN CENTER OF PIT IN A VERTICAL POSITION, CROWN LEVEL NTH FINISH GRADE. BACKFILL BALANCE OF PIT WITH A MIXTURE PER SOILS REPORT. 4. TREE LOCA11ONS: TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES, CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY. 5. WATER BASIN: CONSTRUCT A SIX INCH DEEP WATER BASIN, MULCH WITH A TWO INCH LAYER OF REDWOOD SHAVINGS, AND WATER THOROUGHLY, BACKFILLING NTH ADDITIONAL MIX WHERE VOIDS APPEAR. 6. TREE STAKES: ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREES SHALL BE INSTALLED WITH LODGE POLE STAKES DRIVEN 3 FEET INTO THE GROUND. TREE STAKES SHALL NOT PIERCE THE ROOTBALL AND NOT INJURE TREE ROOTS. 7. TREE TIES: TREE TIES SHALL BE FASTENED TO THE TREE AND STAKE BY LOOPING THE TIES IN FIGURE 8'S WITH THE INSIDE OF THE TREE TRUNK. FASTEN TIE TO THE STAKE WITH ONE GALVANIZED ROOFING NAIL. 8. DEFECTS: ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. F. GROUNDCOVER PLANTING NOTER 1. GENERAL: ALL GROUNDCOVER AREAS NOTED ON PLANS SHALL BE PLANTED WITH ROOTED CUTTING FROM FLATS UNLESS OTHERWISE NOTED. PLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT THE SPACING INDICATED ON PLANS. 2. SPACING: INSTALL PLANTS IN AREAS AND TO SPACING AS SHOWN ON THE DRAWINGS IN EVENLY TRIANGULARLY SPACED ROWS. 3. EXCAVATE PITS: EXCAVATE PITS A MINIMUM 3"X4" WITH SUFFICIENT DEPTH TO ALLOW ROOT SYSTEM TO HANG FREE IN PIT. PLACE EACH PLANT AT ITS NATURAL GROWING DEPTH AND FIRM SOIL AROUND BASE OF PLANT WITHOUT PILING AT CROWN. 4. WATERING: WATER THOROUGHLY AFTER SUFFICIENT AREA HAS BEEN PLANTED. ANY PLAN11NGS SHOWING EVIDENCE OF DRYING OUT OR BADLY WILTING WILL NOT BE ACCEPTED. 5. PRE -EMERGENT: APPLY TREFLAN OR APPROVED PRE -EMERGENT IMMEDIATELY AFTER PLANTING TO ALL GROUNDCOVER AREAS. 6. DEFECTS: ALL DEFECTS IN GROUNDCOVER PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 1. DECOMPOSED GRANITE SHALL BE DERIVED FROM THE CRUSHING AND SCREENING OF NATURALLY FRIABLE GRANITE. THE BLENDING OF COURSE SAND WITH ROCKS DUST IS NOT PERMITTED. 2. BASE COURSE: MATERIAL FROM LOCAL SOURCES COMMONLY USED FOR ROAD BASE CONSTRUCTION, PASSING THE FOLLOWING SIEVE ANALYSIS AS DETERMINED BY ASTM C136 METHODOLOGY. SIEVE SIZES PERCENTAGE PASSING 1/2" 100 3/8" 80-90 N0. 4 50-80 NO. 30 25-55 N0. 100 10-20 N0. 200 5-18 3. SAND EQUIVALENT: AS DETERMINED BY ASTM D2419 METHODOLOGY (CALTRANS 217): MINIMUM OF 30. 4. R -VALUE: AS DETERMINED BY ASTM D2488 METHODOLOGY (CALTRANS 301): MINIMUM OF 70. 5. COLOR: COLOR TO BE GOLDEN BROWN EARTH -TONE 6. STABILIZING ORGANIC BINDER: ENVIROSEAL M10 OR APPROVED EQUAL. SHALL HAVE A MINIMUM SWELL VOLUME OF 32 ML/GM AND BE APPROVED BY THE CITY OF BAKERSFIELD RECREA11ON AND PARKS DEPARTMENT. THE BINDER SHOULD BE INCORPORATED WITH THE GRANITE FINES PER THE MANUFACTURER'S RECOMMENDATIONS AND AS APPROVED BY THE OWNER. BLENDING WITH THE USE OF BUCKET LOADER OR SIMILAR IS NOT ACCEPTABLE. THE MIXING FACILITY AND MIXING METHOD SHALL BE AVAILABLE TO THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT INSPECTION UPON REQUEST. 7. DECOMPOSED GRANITE SHALL BE PLACED TO A MINIMUM DEPTH OF 3" MIN. COMPACTED, PER PLAN. 8. A 6" CONCRETE MOW CURB SHALL SEPARATE THE DECOMPOSED GRANITE FROM THE BLOCK WALL & LANDSCAPING (SEE DETAIL BELOW). SUBGRADE FOR DG AREA SHALL BE COMPACTED TO 9OX Know what's below. 0111 before you dig. @IIIIIIIII