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HomeMy WebLinkAbout1.5-7350 Ph 1 & 2 Renfro Rd'�11'! 1MM C Mill &ago* j j YY j ♦ ► #F i i i, ?=U # w Ik Af F aim i - 111 # � ■ � R +� ► # w #, k wl. a� ■IR i i ■ # , *, `, # # a w } 14i a # � # y w # v1i1F # � • w w � 't .. # :10 M> two # � , I . � # • , # • 't } ' : • * '.. i M # • s,,.i 111 ! ° • ' �,,: ' "� .. .. �� , i N Y y to # ■ y y y w 21 #.., *# ■ '■i 1 � # 1 � Y # # ■ > , #' �` ■ 114 R -` � ' N � ` R ',, !R �',, * + c +. •4r : ray � : iw w �, w #4R w fi Illi � . . � � ` •. w � ■ [ ar w1�,,, ,. #,R i # i RI � � 1w � • #4i wk �: * w' �''" �.,,.. # i > � � :,,. 1 # # w,, �R > A j # w 1. 1� f s ■ y 1� i i. yyy �yf i 1 1I1 i e to w • i > r w # # # # i r r ► w . j ■; w ♦ w i ♦ t4 i # 3 a #MI } ■ Y w w i w t T i # # a r w w # [ rtil # w i t # #1 !1 w w # N # r # R # NOTE TO CONTRACTOR: ALL POINTS OF CONNEC71ON FOR ELECTRICAL SERVICE 1' R POWER SOURCE/STREET i POWER # #TRAFFIC #SOURCE.# 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 VATH'A CHEMICAL RECOMMENDED BY A CERTIFIED PEST CONTROL ADVISOR AND APPLIED BY A CERTIFIED PEST CONTROL APPLICATOR. ALM 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 CITY PARKS AT (661) 326-3866. BEFORE ANY EXCAVATION CONTACT USA UNDERGROUND SERVICE ALERT, 1-800-227-2600, FOR LOCATIONS 7 F EXISTING UTILJTIES. 7_-'7fl; YAM s` ■ TRACT 7350 PHASES 1 • 2 RENFRO t h E� 1�: zsCAPI: G01V%N5TR CTI PLAIIZ5 mff__' ziT T u UN mv--Im 1. THE CONTRACTOR S14ALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLMENT MAINTENANCE PERIOD, AS SPECIFIED HERON INCLUDING BUT NOT UM17ED TO. ADEQUATE WAIMNG OF PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A MINIMUM PEIRRIOD THREE HUNDRED AND SIXTY' FIVE (365) DAYS. 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CON11NUOUS BASIS FROM THE FIRST DAY AFTER PLAN11N IS COMPLETED, UN11L FINAL WRIT04 ACCEPTANCE BY THE CITY OF PARKS R IR #° 4 A �[ RECREATION f 3. COST INCURRED DUE TO DAMAGE OR REPLACEMENT DURING THE POST -INSTALLATION MAINTENANCE PERIOD SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. ALL AREAS INCLUDING, BUT NOT LIM70 TO TURF, GROUNDCOVER AREAS, CONCRETE WALKS AND SLABS SHALL BE KEPT CLM AND FREE OF WEEDS, UTTR AND DEBRIS 5. BEFORE WEEDS EXCEED TWO (2) fNOO IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF-S17E. T 4T POST -EMERGENT RR. w SPECIFIED BY a WEED i # i IN ■ COMPANY, AND LEFT IN ' PLACE i. - ■ .v AREAS SPRAYED SHALL REMAIN UNWATERED , FORTY-EIGHT # HOURS. ' # - } RECREATIONWEEDS SHALL BE REMOVED SEVEN (7) DAYS AFTER APPLICATION AND DISPOSED OF OFF-STE. 6. CONSTANT DILIGENCE S14ALL BE MAINTAINED FOR THE ADVMT OF DISEASES, INSECT% AND/IOR RODENT INFESTIELD • ONS �: i ■ * yw PREVENTATIVE NDURING OR#.e # ,eRf # #Ryy TAKEN. SHOULD OF TERMS*5 Ew1Ty THAT THE R THE MAINTENANCE PERIOD '.R STATED HERON BEM SlTOCTLY ADHERED TO, THEN THE DISCOVER DAYS ACCRUING TOWARD COMPLETION OF SAID MAINTENANCE PERIOD WILL BE TERMINATED. THE MAINTENANCE PERIOD WILL BE BEEN IEXTENDED I f } xi ON : THE ji + OUT ! PERIOD.y. AFTER ryy• a HAS BROUGHT UP TO CITY OF N AND PARKS DEPARTMENT , THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT NIL REQUIRE A RE -INSPECTION BY A CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT REPRESENTATIVE. WHEN THE INSPECTION IS COMPLETED, AND THE AREA IS IN SATISFACTORY CONDITION, THEN, AND ONLY THEN, WILL THE CITY OF BAKMW RECREATION AND PARKS DEPARTMENT RE-ACCEPTWRITING. 7. THE CONTRACTOR SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM. #:.. CONTRACTOR SHALL PROVIDE # # DELIVERY #a WATER y .• SUFFICIENT t AND ADJUST WATER APPLICATION TO COMPENSA7E FOR SEASONAL CONDITIONS. 4 THREE VMS PF" #sr CONCLUSION ;1 .Il C PERIOD. - CONTRACTOR SHALL CONTACT THE CITYS FORESE14TAlIVE i PERFORM . w #.r t. S,■ -t #. , OF WORK. . REMOVED PLANTS SATISFACTORY AND HEALTHY CONDITION REPLACED BOXES,SIZE AND IN A MANNER SPECIFIED FOR OIRIGINAL PLANIM. IF THE REPLACE�ME!NT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL PLANTED MATERIAL, THE CONTRACTOR SHALL REPLACE PLANTS WITH NEXT AVAILABLE UP-SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A MVE (12-) INCH CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT LIMITED TO: SIDEWALK ARE.4 WAIA FENCE% MOW CURBS, SHRUBS, VALVE �BASES, 10. BEFORE PERIOD. CONTRACTOR PREPARE 4 SUBMIT ORIGINALSET OF BLUE LINE PRINTS AN 'AS BUILT* DRAWING. THE DRAWINGS SHALL INCLUDE ALL DE)AATIONS FROM THE w DURING10 DOCUMENTS MADE # Y T14AT AFFECT THE MAIN LINE, CONTROLLER ! REMOTE CONTROL i QUICK -COUPLING y�, SPRINKLER PLANT MATERIAL THE SPIRALDRAWINGS SHALL ALSO INDICATE AND SHOW APPROVED SUBSTITUTIONS OF SUE MATERIAL AND MANUFACTURERS NAME AND CATALOG BOUND ,w >S. ALSO, A SET OF 11 X17 LAMINATED, -AS BUIL-r WITH HIGHLIGHTED COLOR CODED IRRIGA71ON RETMCE CHART AND SCHEDULEKEYS TO THE CONTROLLER, AND TWO QUICK COUPIER VALVE KEn " CATE VALVE HOSE 88 ATTACHMENT. SHALL BE SUBMITTO) TO THE C.02 11. BEFORE START OF ,. MAINTENANCE PERIOD, CONTRACTOR SHALL �K■ ,I IT A 114.,,. T INVOICES #z, '.. SAID ■ i BIRD EQUIPMENT wr CREDITED TOWARDS OF ' \ j }}#. 114 #1 i #t#,.,N, D PARKS DEPARTMENT RAIN OWS MAX[COM DOLLAR REWARDS. PROOF OF CREDIT AND INVOICES MUST BE SUBMITTED TO THE CITYS REPRESENTATIVE FOR VERIRCATION. •i■■% " .. :; '.liyl► ' . +111►: .. 2- THE CONTRACTOR ;r ,};s SHALL y,,; LEG1BLE ANNOTATIONS KR{ #` DAILY AS THE ....#J..i. 4 > #'#11EWS SHOW!NG THE WORK BE AVAILABLE ! INSPEC11ON SHALL KEPT IN A LOCATION DESIGNATED BY THE LANDSCAPE THE OWNERS # OR REPRESENTATIVE. E# * i. 3. - CONTRACTOR FOLLOWING INCLUDING:.3 # #'.,, iF # 4 # POINTS OF ioiR R# °,. T II w OF THE BUT NOT ,',, # a. CONNECTIONS TO EXISTING WATER LINES b. CONNECT[ONS TO EXISTING ELECTRICAL POWER c. CATE VALVES i ROLITING OF PIPE ' PRESSURE ROUTINGe, SPRINKLER CONTROL VALVES I. CONTROL . ii COMMON #• I..--. # QUICK COMM VI PLANTa. IRRIGATION SLEEVE LOCATIONS b. MATERIAL SUBSTITUTION R LAYOUT BEFORE4. CONTRACTOR SHALL Y CORRECTED RECORDI SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINW. ALL WORK SHALL APPROVAL TO i k ', y #* rt'4 SUBJECT # # • R* OF i '!! D # # 111 CONTRACTOR FURNISHING INFORMATION PRINTS COMPILED LANDSCAPE ARCHITECT INFORMATION . w ► ODUM- BE y r 4 A CLEAN SET OF SFIELD AS THE RECORD # DRAWINGS SUOFFICIAL 'RECORD DRAWINW FOR THE PROJECT. b. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE 'RECORD DRAWINGS' AS PROVIDED BY CONTRACTWS REPRESENTATIVE c. CONTROLLER CHARTS BMITTED e 1: SHALL 5. CONTROLLER ## CHARTS: t * i � : � �:,:. �" > �. AI�♦ , ■ �ww, i �#y.. ',,, # # �> ■ wy' .�� ' � �. ! • #; � it fly 1!I#�' ,'y� �. � #^ }� i 4,,.w # # 1� t # �;w yy1 y'..1M ■„ a4 y 4 • j Y # i 1 w # w 12 • 5 10 13 1 14 15 1 16 I CLOVERDALE LANE 17 At _ an 430 21 t fr • f % X/ 31 20 K 1 10 32 19 33 18 34 17 PROPOSED STREETSCAPE ASWALLE AVENUE 12 Z k____ 35 16 0101- 100, 13 36 15 37 38 14 ems/ t °f I r i y //f / / ¢ 1 p j g ®/y i j S / ® ,t j/r 1 ! f lWATER EFFICIENT LANDSCAPE WORKSHEET" - i , 1 8 $ i c {8 t t F df t { 8 4 y e t 1 t g {j 3 {{} i -r j} E 7 i y 7 f gg } L t f Fj{ 3 r i i I i l I / p s /pt ! f ff ® t I J t t a w+. t r 1 J}j F % 3 i i JfJ Y l � t f r J g r f ¢t {fr s j I e jfff( � S 8 f r { §g yg i � t i 5 + a I KEY MAP ♦ " * i SCALE: �. Estimated Total for Now • Rehabilitated Landscapes in Bakersfield Using Drip Systems 1 4 iFactor Plant w #; R 1 I I `II 11 A [ 1 l 14ydrozone Area (HN (& PF x f' tr' 3 { l z. t 'f <,x 4 Total Landscape Area Irrigation Efficiency i d 3 i fi t"Y {" � xC S +'x i { �. d" x E f tr 1 :r ray^ 1 I Y 1Ai d' f gi 1 411 MONNAM i k M �lr VIII II IlM Mll rl r h • y I' ISN I. 1 11- II IIl l 11 I lull ll�l� a Il 1 1 r e • a M Ilir !1 . ETWtr ETWU complies M rVl ` I II, II Mll�rl i � III IIII�III VII ���i rte••••,. i II ,:111 A �li ���� 1��1 4 ,1 (0.62) R f { MES NOT TO SCALE FRONTIERL-1 COVER SHEET L-2 PLANTING PLAN L-3 PLANTING NOTES & STANDARDS L-4 IRRIGATION PLAN L-5 IRRIGATION DETAILS L-6 IRRIGATION STANDARDS L-7 SPECIFICATIONS =_ I � a a rd"P] a - 4--ji PARTNERS, LIMITE COMPANY y LIABILITY P.O.C/O HAGEMAN LAND PARTNERS, LLC BOX # ' BAKERSFIELDi CA. 933990 CONTACT: i N # N- ■ PHONE: 44 }} 4 1:0W rk'41:44 1� Oak I HEREBY STATE THESE PLANS AND SPECIFICATIONS y ORDINANCES, STANDARDS, AND DESIGN ERIA AND THAT THEYINCLUDE ALL IMPROVEMENT REQUIREMENTS F THE ADVISORY AGENCY j # REVIEW f w I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWiNGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. 47 * lot ROGER ASSOC.j ♦,, R.C.E. K. 7 ___- RECREATION # PARKS DEPARTMENT 1�� WM- w ft i Y: 1 4 L -,.*Z= 7124112.020TRAFFIC ENGINEER DATE #�` ,.IMI■,- y y IIII� THE SQUARE PUBLICLY w PORTION i PROJECT MEASURED i OM THER AM OF WALK 70 IM FACE OF WALL IS: 1`1,807 SF. r CHISELED "Er ON TOP F CURB, 3.32' WESTERLY FROM THE B.C.R. OF THE f1THWEST M1B AT THE Mr INTERSECTION M! i1 F JENKINS ROAD AND AUSTIN CREEK AVENUE. 13+W 12+00 R=1400.W L= T=183-7e,&=W57'15! 2312 11+00 co V 0, IJJL PER SEPARATE PLANS I --j 15+00 16 0 6 FUTURE RAISED MEDIAN CD -8NFRO R 0 A REQUIRED STREET TREES: 1 TREE PER 30 LF @ 881 LF = 29 TREES TREES PROVIDED: EVERGREEN = 16 (53%) DECIDUOUS = 14 (47%) TOTAL TREES PROVIDED = 30 STA. 20+20.69 - END OF CONSTRUCTION 17+00 18+00 19+00 20+00 1 21+00 N45*53'02*E 420.74! TRACT BOUNDARY CL RENFRO ROAD STA. 15+99.95 CL -CL FUTURE RAISED MEDIAN FLANT SC�HEIXJLE REFERENCE NOTES SC.,HEE;�ULE Concrete Mow Curb DECIDUOUS TREES QTY BOTANICAL/ COMMON NAME CONT CAL SIZE CANOPY ROOTING SYMBOL DESCRIPTION QTY DETAIL Concrete Mow Curb Per City Standard Detail L-1 1 36 If 5 Lagerstroemia, x \ Muskogee' / Lavender Crepe Myrtle Multi -Trunk 24" Box 1.511- 2.511 Medium 20 Unknown 9 Pistacia chinensis 'Keith Davey' / Keith Davey Chinese Pistache 24" Box 1-511- Z511 Medium 42 Moderate EVERGREEN TREES QTY BOTANICAL / COMMON NAME CONT CAL SIZE CANOPY ROOTING 6 Pyrus kawakamli / Evergreen Pear 24" Box 1.511-2-511 Medium 21 Moderate 10 Quillaja saponaria. / Soapbark Tree 24" Box 1.51111 Medium 18 Moderate 10, EVERGREEN SHRUBS QTY 'BOTANICAL / COMMON NAME CONT 83 Dietes vegeta 'VariegaW / Variegated African Iris 5 GAL •19 Ligustrum texanum / Texas Privet 5 GAL Know whars below. Call before you dig. SEMI -DECIDUOUS QTY BOTANICAL/ COMMON NAME CONT 149 Salvia greggii / Autumn Sage / Furman's Red 5 GAL FLANiIN6 NOTE: 1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. 2. THERE SHAH_ BE NO SUBSTITUTIONS OR DELETIONS OF PLANT MATERIALS WITHOUT APPROVAL OF THE OWNER AND CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 3. CONTRACTOR SHAD. CONFORM TO ALL C.O.B. CODES AND REQUIREMENTS INCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTALLATION. 4. ALL LANDSCAPE DETAILS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD. STANDARD LANDSCAPE DETAILS AND AS DIRECTED BY THE CITY OF BAKERSFIELD ENGINEER. 5. PLACE ALL TREES BEHIND 'UNE OF SIGHT.' VERIFY WITH CiTY OF BAKERSFIELD. RECREATION AND PARKS DEPARTMENT OR LANDSCAPE ARCHITECT PRiOR TO CONSTRUCTION OR TREE INSTALLATION. 6. PRIOR TO FINAL CITY ACCEPTANCE, CONTRACTOR SHAD_ APPLY PRE -EMERGENT WEED CONTROL AS RECOMMENDED BY CERTIFIED PEST ADVISOR AND APPLIED BY A CERTIFIED PEST ADVISOR APPUCATOR. 7. AMENDMENTS, AS INDICATED IN THE PLANTING SPECIFICATIONS, ARE PRESENTED FOR BIDDING PURPOSES ONLY SINCE NO SOILS ANALYSIS WAS CONDUCTED AT THE TiME OF THE BIDDING PROCESS. CONTRACTOR SHALL PROPOSE ON AMENDMENTS AS STATED IN THE SPECIFICATIONS. THE CONTRACTOR IS TO ASSUME SOILS CONDITIONS ARE NORMAL°THE CONTRACTOR SHALL THEN BE RESPONSIBLE FOR SUBMITTING TO AN INDEPENDENT SOILS ANALYSIS LABORATORY, APPROVED BY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT, A COMPOSITE SOIL SAMPLE FOR AGRICULTURAL SOILS TESTING AND RECOMMENDATIONS AFTER GRADING OPERATIONS AND PRiOR TO PLANT INSTALLATION AND SHALL. FOLLOW SAID RECOMMENDATIONS. A MINIMUM OF TWO (2) SOIL SAMPLES MALL BE SUBMITTED TO APPROVED LABORATORY. PRIOR TO LANDSCAPE AND IRRIGATION CONSTRUCTION COMMENCEMENT, THE CONTRACTOR SHAD_ OBTAIN SOiLS PREPARATION RECOMMENDATIONS FROM A UCENSED SOILS ENGINEER AND DEUVER IT TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT FOR APPROVAL. 8° CONTRACTOR SHALL ALSO SUBMIT A SEPARATE COMPOSITE SOIL SAMPLE ALONG WITH A MAP OF SOIL SAMPLE LOCATION AND A UST OF PLANT MATERIALS TO LAB, IF PLANTING IS PROPOSED MERE ASPHALT PAVING SHALL BE REMOVED, AN ADDITIONAL SAMPLE SHALL BE TESTED FOR SOIL STERILANTS. SHOULD THE SOIL BE FOUND STERILE, CONTRACTOR MALL FOLLOW LABORATORY'S RECOMMENDATIONS FOR DEAUNG WITH SAiD SOIL, WHICH MAY INCLUDE REMOVAL AND DISPOSAL OF SOIL TO A SPECIFIED DEPTH AND IMPORTING FERTILE TOPSOIL. 9. CONTRACTOR SHALL SUBMIT COPY OF SOILS ANALYSIS AND RECOMMENDATIONS TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT AND OWNER'S REPRESENTATIVE. 10. CONTRACTOR IS RESPONSIBLE TO 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. 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 DEUVERY 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 6'-0" FROM ALL CURBS AND CONCRETE. 15. STREET TREES SHALL NOT BE LOCATED CLOSER THAN 10'-0" FROM ANY DRIVEWAY, WASTEWATER LATERAL, UTIUTY POLE, BOX OR VAULT OR ARE HYDRANT AND 30'-0" FROM STREET UGHT STANDARDS. 16. NO TREES OR SHRUBS SMALL 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 QUANTITIES SPECIFIED. 18. PLANT MATERIALS WITHIN VISION TRIANGLES SHALL BE 24" MAXIMUM HEIGHT AS MEASURED FROM TOP OF CURB. TREES & SHRUBS WITHIN SIGHT UNES & TREES OVER SIDEWALK SHALL CONFORM TO DETAIL T-12 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 GRAND COVER, SHAD_ BE REPLACED AT TWO WEEK INTERVALS. 23. WILTED AND/OR ROOT BOUND PLANT MATERIAL SHALL NOT BE PLANTED OR USED ON THE PROJECT. 24. CROWN OF PLANT SHALL BE JUST SUGHTLY 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 WILL 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 COMPLETIONOF EACH PLANTING AREA, UNLESS OTHERWISE SPECIFIED ON PLANS. 29. CONTRACTOR SHALL PROVIDE CITY OF BAKERSFIEiD RECREATION AND PARKS DEPARTMENT WiTH SAMPLES AND/OR PRODUCT UTERATURE FOR REVIEW AND APPROVAL OF THE FOLLOWING: A. MULCH: 3/" 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 GAIN, 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. NO TES: For planter areas 5' 10' 1. Apply soil amendment as per soil test and per approved plans in width or as approved and specifications and as directed by Recreation and Parks Director. b Recreation & Parks a' Y 2. All trees shall be double staked with new 2.0" Dia. Pressure Treated Director. Lodge Pole Pine stakes Remove original nursery stakes from all project plant material and install new tree stakes per details B and C. *Install trees along Gs A 3. Place root ball on undisturbed native soil per detail B. Backfill hole CL of planter half -way with backfill mix per approved plans and specifications and 4" berm � water sufficiently to settle soil. Once all surface water has drained, add See City Standard sufficient backfill mix to reach finished grade Construct 4'" berm to ST -8 or ST -9 for required 'n ba in ro n tr fill basin with water and refill on create a watery s c u d ee ce Sidewalk Dimension Distance Varies :: g ' water has drainedRemove berm prior to installing turf or bock mulch. F.G. U 4. Arbor Trunk Guards or approved equal are required around all trees planted in turf areas a 5. A 24' deep Root Guard Barrier installation is required for all trees 5.0' or less from any hard surface and as directed by the Recreation and Parks ��\i.Director. For "linear 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 withtop /\\ //� \ ,� \ \ �' / / other small areas, install root barrier around all four sides of the root of panel %2" above F. G. ball in a surround application. " Adjoining panels shall be fastened (finished grade) or per\ Planting ts ; / //\� together per manufacturers recommendation. manufac- turer's \�\i\�\i\� (See Note 6. Planting Tablet(s) shall be evenly spaced and placed 2.0 below specifications finished grade near root bail as follows: TREE PLANTING WITH ROOTGUARD 1 - Tablet per 1 Gallon. 6 - Tablets per 15 Gallon. 3 - Tablets per 5 Gallon. 9 - Tablets per 24" Box 7. Any and all deviations from this standard shall be approved by the Recreation and Parks Director prior to construction. & 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 10 See approved landscape and irrigation plans & specifications for specific model numbers, size manufacturer, and performance requirements See City Standard Detail L-8 for Root Watering Device. 11. This Project is Subject to the Requirements of the Califomia Department of Water Resources Model Water Efficient Landscape Ordinance (MIELO) and any other Applicable State and Local 5.0" Local Regulation. Contractor is Responsible for Compliance with these Requirements Stakes (See Note 12) b Tree Support (VI T. or Equal) G� Shrub Trunk Guard (Turf Areas Only) FG Water 4 0" (.33) Berm Basin ate' 4.0' (33) Berm (Temporary) F.G. Water Basin (Temporary) i o Root Ball Crown of Tree shall be m\\ 1 to 2 above FGao Root Ball / o o, �/\Planting Tablets -Planting Tablets Tablets N : o, /\� (See Note 16) \\/ Un tur ed \j (See note #6) ,\moi \� Undisturbed' Native Soil 2X Width of Root Ball STAKING DETAIL =ZZQN,� Tree Trunk ��' Prevailing Wind Direction Tree Stakes Tree Canopy Support STAKE LOCA TION 2X ;Ndth Of Root Ball TYPICAL SWW PLANTING DETAIL FILENAME: L-10REV R/W70' q 1 _ _1 10 ,_ ' 64' R/W 9' - 16.61' CAPE LOT 1 12' 6' 1 19.2' Centerline 0.5n Rad Typ. of Fence Top Sides 2 - #4 rebar Install 3" from top of concrete Chain Link Fence and 3" from bottom of concrete T or Wood Fence Playground ' Sand Area = 2.0" in Planter Areas C \\ \ LO" in Turf Areas 0.5 Rad. Typ . T Sides i F.G. Turf 9.0 o 9.0 Finished Grade (FG.) �i/\\//\\//\\//\\\\\\ \\ 8.0" Planter Area /\/.\/\/.\ 8 0 4 Compacted Earth 6.0" Thick//\\//\\//\\//\� Compacted *And per approved plans and specifications and Concrete Mow Strip Earth Earth as directed by the Recreation and Parks Director. (Fence Footing Not Shown). MOW STRIP AT CHAiN LINK Q PLA YGROUND SIDEWALK �✓ FENCf OR WOO O FENCE „ NO TES: 1. Construct a deep score expansion joint at every fence post and every 15' on all other concrete surfaces CMU Block Wall 2. All areas to receive concrete shall be compacted to 90% relative compaction to a depth of 6' (0.5) or as directed by the Approved Moisture Recreation and Parks Director. 0.5" Rad. T)p. Barrier on Lot Side 3. Top of mow strip shall be 1.0' above finished grade when Top Sides d' t t t rf d 20'" b f' hed d wh d' t t 1.0" in Turf Areas /j�� Q 4 , a 4 \/\/\� , \/ FILENAME: L-1 1 REV ¢ \/\ o\\i Zs �o\ DA"M REV 8/18 / DRAWN Maw Strip STANDARD DAH/13W/DC P CONCRETE MOW CHECKED (See Note 13) STRIPS 8C PLAYGROUND SCALE Gonzalez CONCRETE MOW STRIP SIDEWALK - _ _ _ _ - STANnARn niri�TA11 V 2' 6$6* FUTURE MEDIAN PER -�----F----- *- C.O.B. STANDARDS 4J T-4, T-8, T-17 W UJ a W o Z a W 2' =3 Z WW W F= CL vi a 3 EXISTING PAVEMENT �n �- a EXISTING PAVEMENT VARIES W `$ tea, a w o x 1.57 - 1:83% - f!= ' ZFUTURE 0.45' A.C. PAVINGJ MEDIAN CURB 0.50' AGG. BASE 1.55' COMPACTED SUBGRADE KEXISTING DIRT SWALE COMPACTED TO 95% 8.5 T.I. 56 "R" VALUE RENFRO ROAD STA 10+57.17 TO 12+70.00 SCALE: N.T.S. VARIES 55' - 67.10' Lot Grade a JWcen o u an a ove rnis gra a en a faces o planter. 9.0 " /\\ \\�\\�\\�\� 4. Where the grade on the lot side of the wall is higher than the grade on the street side of the wall, water proofing is required F.G. (Turf) \\ Compacted See City Standard L-9, Detail D for water proofing requirements �- VARIES Earth 5. A 9.0" wide concrete mow strip is required for all turf areas adjacent all lines and fence 777,777,77 at property existing or proposed per 6.0" Thick-----�� a . j City Standard L-11, Detail A. Concrete Mow Strip / 4. 6. Any and all changes from this standard detail sheet shall be Footing \\�\\�\\�\\�\\��\\\\� approved by the Recreation and Parks Director prior to construction. $ MOW STRIP A T WALL 4 7. All concrete shall be Class "B" in accordance with City Standards, the latest edition of Section 73 of the StandardSp ecification, and as approved by the Recreation and Parks Director. 0.5" Rad. Typ. 8. This Project is Subject to the Requirements of the Califomia 0 Top Sides Department of Water Resources Model Water Efficient Landscape (0.5) F.G (Turf) j _ 6 1 1--2.0" in Planter Areas Ordinance (MWELO) and any other Applicable State and Local Regulation. Contractor is ResponsiGle for Compliance with these Requirements 1.0" in Turf Areas /j�� Q 4 , a 4 \/\/\� , \/ FILENAME: L-1 1 REV ¢ \/\ o\\i Zs �o\ DA"M REV 8/18 / DRAWN Maw Strip STANDARD DAH/13W/DC P CONCRETE MOW CHECKED (See Note 13) STRIPS 8C PLAYGROUND SCALE Gonzalez CONCRETE MOW STRIP SIDEWALK - _ _ _ _ - STANnARn niri�TA11 V 2' 6$6* FUTURE MEDIAN PER -�----F----- *- C.O.B. STANDARDS 4J T-4, T-8, T-17 W UJ a W o Z a W 2' =3 Z WW W F= CL vi a 3 EXISTING PAVEMENT �n �- a EXISTING PAVEMENT VARIES W `$ tea, a w o x 1.57 - 1:83% - f!= ' ZFUTURE 0.45' A.C. PAVINGJ MEDIAN CURB 0.50' AGG. BASE 1.55' COMPACTED SUBGRADE KEXISTING DIRT SWALE COMPACTED TO 95% 8.5 T.I. 56 "R" VALUE RENFRO ROAD STA 10+57.17 TO 12+70.00 SCALE: N.T.S. VARIES 55' - 67.10' VARIES 48' - 60.32' a_niIT! 14 gy,3!ix►i� RENFRO ROAD STA 16+47.41 s • SCALE: N.T.S. q IFUTURE MEDIAN PER 211-6' 1 6$ C.O.B. STANDARDS ig T-4, T 8, T-17 1-- W W F- Z 30' EXISTING PAVEMEN N w --_ -- _ ------- �..__ 21'.. _ 1�. FUTURE MEDIAN CURB EXISTING DIRT SWALE 8.5 T.I. 56 "R" VALUE R/W sT R/W VARIES 50.66' - 64' VARIES 50' - 64' �V 0Z C3 UJ W a o � CL �- VARIES 1.89% - 2.17% 777,777,77 V) 0.45' A.C. PAVING 0.50' AGG. BASE 1.55' COMPACTED SUBGRADE COMPACTED TO 95% VARIES 48' - 60.32' a_niIT! 14 gy,3!ix►i� RENFRO ROAD STA 16+47.41 s • SCALE: N.T.S. q IFUTURE MEDIAN PER 211-6' 1 6$ C.O.B. STANDARDS ig T-4, T 8, T-17 1-- W W F- Z 30' EXISTING PAVEMEN N w --_ -- _ ------- �..__ 21'.. _ 1�. FUTURE MEDIAN CURB EXISTING DIRT SWALE 8.5 T.I. 56 "R" VALUE R/W sT R/W VARIES 50.66' - 64' VARIES 50' - 64' / �V 0 / �V _�.,, _.. ,,fir.: _ .,.+._---�,._-�,_....�.._._. �..,_- .. �.>_�..J ����► ►._��,. �.,>._ 6' High Choin-link Fence or Masonry Wall VGate Shrub ELEVATION Mr.& Illdth Varies Sidewalk Planter Per_ ST -U "dth & ST -9 Varies Lury at uullur '--JIOeWOIK NO TES: L Area between the back of sidewalk and the wail or fence at property line shall be landscaped. Upon disrection of the Recreation and parks Director, frontage is less than 100 linear feet, landscaping may not be required and the concrete sidewalk shall be extended (wider) to adjoin the face of wall. 2. Ground cover may be used only when distance between the back of the sidewalk and the fence exceeds 10 feet. 3. All ground cover shall be reviewed and approved by the City Parks Division prior to planting. 4. All plant material used shall be free from disease and pests and inspected and approved by the City Parks Division. 5. All plants (shrubs & trees) shall have an individual bubbler. 6. Irrigation system shall have a separate point of connection. MINIMUN SIZE REQUIREMENTS Trees = 24" Box Shrubs = 5 Gallon Ground Cover = 1 Gallon q_ 2' 1 6' � ' FUTURE MEDIAN PER C.A.B. STANDARDS OZ W T-4, T-8, T-17 W W W z iy! tZ VARIES w o EXISTING PAVEMENT X a _ n EXISTING PAVEMEN 1.75 - 3.21 -- ``' -------- --- 0 2� \, FUTURE 0.45' A.C. PAVING MEDIAN CURB 0.50' AGG. BASE 1.55' COMPACTED SUBGRADE EXISTING DIRT SWALE COMPACTED TO 959. $.5 T.I. 56 "R" VALUE RENFRO ROAD B STA 12+70.00 TO 15+72.25 56 SCALE: N.T.S. Ck VVlfwt,tt, t/11r%""V, W PLAN Commercial Drive Approach ALTS per City Standard. 7. Shrubs and trees shall be spaced no closer than their diameter at maturity. & No climbing vines shall be used to screen the wall or fence. 9. Instoll a 3" layer of walk on bark mulch throughout planter area 10. Any and all changes shall be approved by the Recreation and Parks Director prior to implementation. Including any removal of existing landscaping. Any removal of existing landscaping (trees & shrubs) shall be replaced at a rate of 2 for every 1 removed Replacements shall be of like sizes and variety or as directed by the Recreation and Parks Director. 11. This Project is Subject to the Requirements of the Califomia Department of Water Resources Model Water Efficient Landscape Ordinance (MMLO) and any other Applicable State and Local Regulation. Contractor is Responsible for Compliance with these Requirements FILENAME: L-14REV VARIES 16.61'-29.81l 7' 48' I LANDSCAPE LOT 1 19.2' 1' 20 6' 6' FUTURE MEDIAN PER 2' 6' C.O.B. STANDARDS T-4, T-8, T-17 Z W UJ ce. Z =3 c N � EXISTING PAVEMENT y °a- �, a EXISTING PAVEMENT ,M�kN a M VARIES a Q 2%_ 2.0% - 2.1 _ �� .� .ti .tom � .f,• ,� JI ,� ;� FUTURE 0.45' A.C. PAVING J MEDIAN CURB 0.50' AGG. BASE EXISTING DiRT SWALE 1.55' COMPACTED SUBGRADE COMPACTED TO 95% 8.5 T.I. 56 "R" VALUE RENFRO ROAD D STA 18+66.54 TO 20+45.17 L--3 SCALE: N.T.S. Know what°s below. Call before you dig. m:2M V) Z 0 >PW C6 m do d U � V 00 ao a¢ Qo� CV CV O O tarn' wn'nw • • WIN V2 1Y2 L012.0 9 8 PROJECT BOUNDARY/CL RENFRO ROAD - "11.3 1 Y2 3] 1 Y2 .00- 13+00 12+00_3 i R=140 - - M L=2312.9 -r T=183.74- 0=14'57'15" til 40 M 11+00 _00 Opp io+00.00 I %J I WN &L- I 4VIL-War-11 14 LOT 14 co #4 . . . . . . . . . . . . ':N, - ------ --- - ------- -Y4"-- " ti 1Y4" ------ ---- r s!7 an ­ ­ W 2 Mae game 2Y2 me to 0 FIRE HYDRANT PER SEPARATE PLANS so 2 .00 0 +00 4 7606GPM�� co 30PS1 15+00 *Aft STUB MAINLINE & PULL EXTRA CONTROL WIRES FOR FUTURE IRRIGATION 016 29 - BLACK (LEAD) 29 - RED (SPARE) 2 - WHITE (COMMON) INSTALL IN JUMBO VALVE BOX W/ VALVE IRRIGATION SOLID COPPER CONTROL WIRE DIRECT BURIAL (U.L APPROVED) RENFRO R 0 A D #14 AWG CONTROL WIRES, #12 AWG COMMON WIRE, ROUTE WITH MAINLINE COLOR OF WIRES TO BE AS FOLLOWS: COMMON WIRE - WHITE CONTROL WIRE - BLACK SPARE WIRE - RED �` % MASTER VALVE WIRE - BLUE FLOW SENSOR - PAIGE INFORMATION SPEC# P7162D-A-REV8 UNDERGROUND COMMUNICATION CABLE SHIELDED AND ARMOR 16 AVG/1 PAIR MASTER VALVE & FLOW SENSOR SHALL BE INSTALLED IN 1" DIA. SCH 40 CONDUIT FROM THE VALVE BOXES TO IRRIGATION CONTROLLER. LOT 8 LOT 7 LANS LOT DBR/Y-6 WIRE CONNECTORS - INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONC. BLOCK WALL PER WALL P 12 VALVE BOX WITH DROP IN STYLE LOCKING LIDS; EACH BOX TO BE HEAT BRANDED WITH PROPER ID STANDARD RECTANGULAR SERIES ` , ` �r 10151 G2G VALVE BOX FOR RCVS & FLOW SENSOR JUMBO RECTANGULAR SERIES 13201 G2G VALVE BOX FOR MASTER VALVE & \1z ♦ FLANGED GATE VALVES 9" ROUND SER13ES 910E 1 G2G VALVE BOX FOR NON -FLANGED GATE VALVES AND QUICK COUPLERS 31e 111:3111c te, s wi. CONCRETE THRUST BLOCKS TO BE INSTALLED EVERYWHERE MAINLINE TEES OFF OR CHANGES DIRECTION 3Y":ye (MODEL#44LRC) QUICK COUPLER WITH TSJ-18 TRIPLE SWING JOINT. INSTALLED WITH APPLIED ENGINEERING 9" ROUND VALVE BOX. 3 Y:e V4n 10 1 n %4" VALVE BOX WITH DROP IN STYLE LOCKING LIDS; EACH BOX TO BE HEATED BRANDED WITH PROPER ID STANDARD RECTANGULAR W /4n SERIES 1015 1 G2G VALVE BOX FOR SPARE WIRE a. COL. --------- A EXTEND MAINLINE & WIRES FOR Uj 1/4 FUTURE DEVELOPMENT. PROVIDE -------- GATE VALVE IN BOX W/ 30" WIRE W 110111111111111 - ---------------------------------------- LOOP FOR REMAINING STATIONS. ■ 30 - BLACK (LEAD) pp W Mc 1- 2)12 A A 1 30 - RED (SPARE) me no W ..Mv�* MCFS_)-+T+*@1I +T* (AN 2 - WHITE (COMMON) Z I cn'u 00001 1-K .j 2 X 3 1y2" 12.8 ly2" .00 .0 t--*- STA. 20+20.69 - END OF CONSTRUCTION 3 00 17+00 18+00 19+00 20+00 1 ..A. -i I I I N45*53'02"E 420.74! Know what's below. SCALE: 1 20$ Call before you dig. STA. 15+99.95 CL -CL FUTURE RAISED MEDIAN TRACT BOUNDARY CL RENFRO ROAD 20" 10'- 03, 20' 40' IRRIOATION SCHEDULE IRRIOATION SCHEDULE IRRIGATION SCeHEE;)ULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL 11 Rain Bird 1804 -SAM -PRS -1400 Flood 60 30 1/L_5 1401 1402 1404 1408 Root Watering System with 4.0" diameter x 36.0" long with PRECIP Assembly/Terminal Strip, KCPFLOWCOMBO-200 Master Valve locking grate, semi-rigid mesh tube, check valve & sock. Rain & Flow Sensor, KCPLSXME-RG Rain Sensor with Vandle Gard Bubbler Bird bubbler option as indicated: 14010.25 gpm, 1402 0.5 gpm, T -S) Rain Bird FS -1 50-P 1 14041.0 gpm, 1408 2.0 gpm. 1-1/2" Flow Sensor for use with Rain Bird Maxicom, SiteControl, -0- V6 -0- XX RAINBIRD 1804 SAM PRS POP-UP 250 30 3/L-5 25 50 10 20 with Hunter PCN -25 Bubbler Nozzle & should be sized for flow rather than pipe size. 36-81 Rain Bird SA Series Swing Assembly 0.94 in/h One metering system feeds all zones, drip or sprinkler. Used for Trickle Pattern - Install 1 per Shrub (typ) larger landscapes, parks, sports fields, and grower applications. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL flow preventer. Tank Capacity: 10 Gallons. Rain Bird PEB - Commercial 1-1/2" * 9 4/L-5 4 1 n 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating 1-1/211 stainless steel backflow enclosure. 23.5"L, 2811H, 17.75V Capability, Globe Configuration. (59.69cm L, 71.12cm H, 45.085cm W) with Freeze Blanket X Rain Bird 3 -RC -Quick Coupling Valve 3/4" 3 2/L-5 Cap for future use 2 3/4" Brass Quick -Coupling Valve, with Corrosion -Resistant Cap at the mainline or lateral line for future use. The pressure Bubbler Stainless Steel Spring, Thermoplastic Rubber Cover, and 310.6 symbol. 1 -Piece Body in 9" round valve box.. 0.92 in/h 6 Nibco T-1 13-K * 3 6/L-5 Bubbler Class 125 bronze gate shut off valve & 2-1/2" Brass Angle Shut 486.5 36.36 Off Valve with cross handle, same size as mainline pipe 0.96 in/h 7 diameter at valve location. Size Range -1/4" - 31 - 1-1/211 Bubbler Rain Bird PEB-PRS-D 1-1/2" 4/L-5 36.85 ill, 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating 0.95 in/h 8 Capability, Globe Configuration. With Pressure Regulator 1-1/211 Bubbler Module. 704.6 BF) Febco 825Y w/ Y strainer in line 1-1 /2" 1 5/L-5 9 Reduced Pressure Backflow Preventer 1-1/211 ID Rain Bird ESP1 2LXMEF-LXMMSS with ESPLXMSM1 2 1 SIZE RB3ESP36LSMEF 36 Station Commercial Controller inside GPM VITSB-22S Stainless Steel Enclosure with RB9IQ4603I3 PSI GPRS/Cellular Network, KCPCSA-LSMEF48 Sub PRECIP Assembly/Terminal Strip, KCPFLOWCOMBO-200 Master Valve Rain Bird P913 - Commercial & Flow Sensor, KCPLSXME-RG Rain Sensor with Vandle Gard Bubbler and KCP1 13GR Grounding Package T -S) Rain Bird FS -1 50-P 1 53.37 1-1/2" Flow Sensor for use with Rain Bird Maxicom, SiteControl, 2 and ESP-LXD Central Control Systems. Plastic (PVC) Model. 1-1/211 Suggested Operating Range of 5.0 GPM to 100.0 GPM. Sensors 12.75 should be sized for flow rather than pipe size. 36-81 EZ-FLO Fertilizing Systems EZ010-HC * 1 0.94 in/h One metering system feeds all zones, drip or sprinkler. Used for Rain Bird PEB - Commercial larger landscapes, parks, sports fields, and grower applications. Bubbler Install directly in the irrigation system main line after the back 122.9 flow preventer. Tank Capacity: 10 Gallons. 63.08 V.I.T. Products SBBC-22SS 1 4 Low profile, tube and wire construction smooth touch surface, 1-1/211 stainless steel backflow enclosure. 23.5"L, 2811H, 17.75V 11.50 (59.69cm L, 71.12cm H, 45.085cm W) with Freeze Blanket X 53.23 r TI X Cap for future use 2 Rain Bird PEB - Commercial Cap at the mainline or lateral line for future use. The pressure Bubbler and flow provided to that location are indicated next to the cap 310.6 symbol. Water Meter 2" City of Bakersfield NOTE: APPLIED ENGINEERING VALVE BOX 2/ DROP-IN STYLE LOCKING LIDS. EACH BOX TO BE HEATED BRANDED WITH PROPER ID. CONFIRM WITH C.O.B. FOR EXACT CONFIGURATIONS. BASED UPON SITE CONDITIONS 1 -1804 POPUP w/ BUBBLER MAY BE ADDED TO EACH TREE, TO BE DETERMINED IN THE FIELD. 8/L-5 Irrigation Lateral Line: PVC Schedule 40 1/211 2,538 Lf. Irrigation Lateral Line: PVC Schedule 40 31,V 423.6 I.f. Irrigation Lateral Line: PVC Schedule 401" 113.2 I.f. Irrigation Lateral Line: PVC Schedule 401 1/411 136.0 I.f. 9/L-5 Irrigation Mainline: PVC Schedule 40 2 1/211 1,087 I.f. -------------------------------- Pipe Sleeve: PVC Schedule 80 94.0 I.f. -------------------------------- Sleeve to be 2x the Diameter of the Carrier Pipe and 2" for Irrigation Wires Valve Callout 7/L-5 # Valve Number # Valve Flow Valve Size VALVE 5C-,,HEE;ULE NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP 1 Rain Bird P913 - Commercial 1-1/211 Bubbler 15.00 328.4 36.45 53.37 0.96 in/h 2 Rain Bird PEB - Commercial 1-1/211 Bubbler 12.75 104.3 36-81 53-36 0.94 in/h 3 Rain Bird PEB - Commercial 1-1/Z' Bubbler 6.00 122.9 46.77 63.08 0.95 in/h 4 Rain Bird PEB - Commercial 1-1/211 Bubbler 11.50 291.4 36.67 53.23 0.95 in/h 5 Rain Bird PEB - Commercial 1-1/211 Bubbler 2.00 310.6 35.38 51.68 0.92 in/h 6 Rain Bird PEB - Commercial 1-1/211 Bubbler 4.00 486.5 36.36 52.70 0.96 in/h 7 Rain Bird PEB - Commercial 1-1/211 Bubbler 12-00 534.5 36.85 53-59 0.95 in/h 8 Rain Bird PEB - Commercial 1-1/211 Bubbler 11.25 704.6 36-58 53.32 0.97 in/h 9 Rain Bird PEB - Commercial 1-1/211 Bubbler 3.00 725.6 36.20 52.53 0.96 in/h Unknown Cap for future use Cap (as indicated for future use) 60.00 30 58.32 Unknown Unknown Cap for future use Cap (as indicated for future use) 60.00 30 58-23 Unknown Common Wire C) 1,087 Generated: 2020-01-3108:33 P.O.C. NUMBER: 01 Water Source Information: City of Bakersfield FLOW AVAILABLE Water Meter Size: 1-1/211 Flow Available: 75.00 gpm PRESSURE AVAILABLE Static Pressure at POC: 90-00 psi Elevation Change: 5.00 ft Service Line Size: 311 Length of Service Line: 5.00 ft Pressure Available: 88.00 psi DESIGN ANALYSIS Maximum Station Flow: 60.00 gpm Flow Available at POC: 75.00 gpm Residual Flow Available: 15.00 gpm Pressure Req. at Critical Station: 46.76 psi Loss for Fittings: 0.00 psi Loss for Main Line: 0.02 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 12.30 psi Loss for Master Valve: 3.90 psi Loss for Water Meter: 0.10 psi Critical Station Pressure at POC: 63.08 psi Pressure Available: 88.00 psi Residual Pressure Available: 24.92 psi M (n Z 0 U) > W od Ci (nLU LU C) C)ca QFINISH GRADE/TOP OF MULCH �2 ROOT WATERING SYSTEM: RAIN BIRD RWS �3 SWING ASSEMBLY (INCLUDED) 1/2" (1.3 cm) MALE NPT INLET (INCLUDED) O PVC SCH 40 TEE OR EL aPVC OR POLYETHYLENE LATERAL PIPE 7 OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS �8 4" (10.2 cm) WIDE x 36" (91.4 cm) LONG RIGID BASKET WEAVE CANISTER (INCLUDED) PLANT ROOT BALL 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) p� fflrm� RWS-B-X-1401: 0.25 GPM (0,95 L/M), 18" (45,7 CM) SWING ASSEMBLY �©� ©'D 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 FASTER WATER 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. NOT TO SCALE Ot 30—INCH LINEAR LENGTH OF WIRE, COILED O2 WATERPROOF CONNECTION RAIN BIRD SPLICE -1 (1 OF 2) O3 ID TAG: RAIN BIRD VID SERIES O4 REMOTE CONTROL VALVE: RAIN BIRD PESB—PRS—D WITH NP—HAN O VALVE 80X WITH COVER: RAIN BIRD VB—STD O6 FINISH GRADE/TOP OF MULCH O7 PVC SCH 80 NIPPLE (CLOSE) O8 PVC SCH 40 ELL O9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 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 17 SCH 80 PVC UNION &BALI VALVE REMOTE CONTROL IRRIGATION VALVE NOT TO SCALE PER RAIN BIRD SPECIFICATIONS FX-IR-FX-RCV 02 FX -IR -RB -DRIP -03 STRAWN& ; I O O FINISH GRADE/TOP OF MULCH O2 QUICK -COUPLING VALVE: RAIN BIRD MODEL 44LRC O3 VALVE BOX WITH COVER: RAIN BIRD VB-6RND �4 3 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL O PV�LENGTH 80 NIPPLE O6 BRICK (1 OF 2) O7 PVC SCH 40 STREET ELL O8 PVC SCH 40 TEE OR ELL O PVC MAINLINE PIPE 10 PVC SCH 40 ELL 11 2"AAINLESS 4 REBAR WITH STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM NOTE: FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. NOT TO SCALE FX-IR-FX-QUIC-03 REDUCED PRESSURE ASSEMBLY - OUTSIDE INSTALLATION NOT TO SCALE OFINISHED GRADE �2 VALVE BOX & COVER 1 T` L X 12"D X 113/4" W PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB �4 EZ-FLO SHUT OFF VALVES WITH DISCONNECT WASHERS EZ-FLO MODEL EZ001-CX FERTILIZING SYSTEM 13" L X 8H DX11 H FERTILIZER OUT - CONNECT CLEAR TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING. �7 WATER IN - CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPORTIONING CAP AND COUPLING. 1/4" TUBING CLAMP - BOTH THE GREEN AND BLUE COUPLING TUBING CONNECTIONS APPROVED BACKFILL 1� PVC MAINLINE TO VALVE MANIFOLD EZ COUPLING CONNECTOR - INSTALL ACCORDING TO WATER OW N ARROW PEA GRAVEL (1 CU. FT.) 1� PVC MAIN LINE FROM BACK FLOW PREVENTER PRESSURE RELEIF VALVE 1� FILL VALVE (DRAIN VALVE INCLUDED BUT NOT SHOWN) EZ-FLO MODEL EZ01 O -HC FERTILZATION SYSTEM 32"L X 12W X 18"H NOTE: ITEMS 3, 4, 5, 6, 7 AND 8 ARE INCLUDED WITH THE EZ-FLO SYSTEM. ITEM 11 IS PURCHASED SEPARATELY. EZ-FLO FERTILIZING SYSTEM - EZ010-HC 10 GALLON N.T.S. FX-IR-EZF-26 FX -IR -FX -BACK -02 �1 IRRIGATION CONTROLLER: RAIN BIRD ESP-LXME CONTROLLER IN PLASTIC CABINET. INSTALL CONTROLLER AND CABINET INTO V.I.T. S822SS STAINLESS STEEL ENCLOSURE PER MANUFACTURER'S RECOMMENDATIONS. JUNCTION BOX ®1 -INCH CONDUIT AND FITTINGS TO POWER SUPPLY @ POWER SUPPLY WIRE ® 2 -INCH CONDUIT AND FrMNGS FOR STATION WIRES ® WIRES TO REMOTE CONTROL VALVES NOTES: 1. ESP-LXME CONTROLLER IS AVAILABLE IN 8- OR 12 -STATION BASE MODELS. ADDITIONAL MODULES IN 4-, 8- AND 12-STA7ION VERSIONS MAY BE ADDED TO BRING THE CONTROLLER UP TO 48 STATIONS MAXIMUM. 2. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 3. USE STEEL CONDUCT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 4. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. N.T.S. PER RAIN BIRD SPECIF[CATIONS OMODEL PCB BUBBLER OFINISH GRADE 3 RAINBIRD SA SERIES SWING ASSEMBLY QLATERAL TEE OR ELL OLATERAL PIPE G?A go�,oga, SA SERIES SWING ASSEMBLY INSTALL ONE PCB r PER w� s BUBBLER w & TWO PER TREE w i .. PER HUNTER SPECIFICATIONS N.T.S BUBBLER ON SWING JOINT - PER HUNTER SPECIFICATONS_ • TO SCALEFX-IR-FX-BUBB-05 BLOCK WALL LO..WW�.. LATERAL LINE 12" BACK SHRUB OF EACH SHRUB. /-ROOTBALL W m 211 1 BLOCK WALL TREE ROOTBALL -PROPERTY LINE SHRUB LATERAL & TREE LATERAL IN SAME TRENCH PCB BUBBLER. ONE PER SHRUB (TYP.) SEE DETAIL K, THIS SHEET FX -IR -FX -CONT -01 r t JV! 1. TV VVIVIdVl1 1 I\Vttll VALVE BOX TO CONTROLLER FR4lN 4' •" /RD • -- 01 RAIN BIRD PE/BPE SERIES MASTER VALVE O 36—INCH LENGTH OF COILED WIRE TO SATELLITE CONTROLLER MASTER VALVE CIRCUIT O 3.0—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL O BRICK (1 OF 4) O VALVE 80X WITH COVER — 12—INCH SIZE Q FINISH GRADE O RAIN BIRD FS SERIES FLOW SENSOR(S) Og 36—INCH LENGTH OF COILED PE—CABLE TO FLOW SENSING EQUIPMENT AT CONTROLLER ASSEMBLY Og SEE FLOW SENSOR WIRING DETAIL FOR WIRING DIAGRAM i0 CONCENTRIC REDUCER 11 1 1/2" SCH. 40 CONDUIT FROM MASTER VALVE TO FLOW SENSOR ■ . a ( NOT • SCALE FX -IR -FX -FLOW -01, Know what's below. 0111 before you dig. A Z O_ N N W 6E� W 0 0 W W 0 0 aCp 0 C1 Backfill and compact according to VAL VE Standard Detail ST -12. See Caltrans Finished Gr de A `✓E C �D• ELL 1-1 d a 6 Maximum 0 ANCHOR @ ;� Standard Specifications for surface /1. -111 I treatment or as directed by the e Concrete ,, v Finished LA I�RAL LINE v11-1 M I LINE B Thrust Block : , /, /Li MALN Recreation and Parks Director. `v ,s ��y 1 v v ' v . ;,� Grade SHOWN IN MUL. Tl LINE TRENCH / r Roadway Roadway Edge of Pavement (Typical) ' ( d y� ' N Finished Grade 1, 0' 1.0 Finished Grade9 Gutter �` `) Gutter � Flowline vv / " , "I I6d ;; urb Batter:g d ; 1.5 Min. 12 (1) Above Concrete Slob I. 5 Min. r,/:. / , , Face of Curb :, " " 1/1, \, _] . " ::Z Top of Curb Top of Curb F. ,777 \, d - ' h , , V r. \ rdewalk „ Sidewalk / %% / , , S e . ,r V.� ` /, s �\ / `' , \ / .. d .\,\ ., \, .. /, ,... ,\ �/ ,l• ,../ / .�� 4.1 ; , -, Back of Curb �, Backfill / \/ , . I' � \ ," ., v r , - v, 3 �: r -'o �,i , 4 , Z "' Street Right -of -Way only .o- -- Sleeve < �` ' , ' C v ` 4 Thick Concrete Slab Female Ada ter Place irrigafion contra! *For large ;', / �'T % y ;; P �, ; v`. wires near the mainline turf heads \ 1.5 behind Right -of --Way. � �. ; , v' v:.: Conduit/Pipe 22 1�2' ELL CROSS ` ;, / '' �.J PLUG f bundled and taped at ,., v f� ** 6 �; / f;:r v For small " ! ; < v . F� ''` Concrete Thrust Block per U.P.C. 10 intervals , v ,� �; /v ,�v6 LEEVE PLAN VIEW v -, v - " ,v City Standard Detail L 4, Note #8 ? Place Maxicom wires, ;, wires d the turf heads /> �.J S d11 r ` >- CD , Locate i es t h ,,�`` & near the main line619 -- ea " " .: , w ,, bubblers v v 3 o clock asitias. & ,, d \. <` /'. `_ Galvani d Pi in &Fittin s v ze the 9 o'clock v 9 at,: v , , , ,/ v,, , v v .- y PVC Pi e To Valves ;r\ A- )pica/ throughout) -, � -,. \ � From Water Meter -�..._._....�. r P _��, positron. v6 f f / Per Plans & Specifications % ; < , ,� ; � , ® ELEC RICAL CONDUIT Chisel "iR" on Face of Curb ,� DOUBLE CHECK OR REDUCED PRESSURE ZONE ASSEMBLY rTO 1 6->� . F 0 BACKFLOW E NiER (Greater than D10. \ ,`.,, ,(, ,;,, ,r Face of Curb - `' /. 1\.1 ,./ < , / ,< , / NOTES \ / \ ,/ G- I 11 11\ Flow line a. :. �: f�.<�' / v < '''` Reduced Pressure Zone Assembly NOTES: I. When crossing under roadways or any other hard surface, � , ` ,. v all electrical wiring and water lines shall be installed with 2.5' of Gutter 0. I "II Na TES.• ;,�• „ i 1. When crossing under roadways or any other hard surface, ail 9 All irrigafion mainlines 2.0" in diameter and cover, in a schedule 40 PVC sleeve. Sleeve shall be two times f ;// ''/, r 1. All mainlines installed shall be pressure tested /'; - electrical wiring and water lines shall be installed in a schedule less shall be Schedule 40 PVC. irrigation mainlines greater y �' �', `; tiv,�` r as per pipe, fitting and solvent (where solvent is ,�',f " the diameter of the conduit/pipe, all electrical conduit shall have / ,/ ; , I 1 40 PVC sleeve with a minimum of 25 of cover per City than 20 in diameter shall be class 200 ring-tite " " l 1/2 min. dia. for 110 volts an 2 min. did. for low voltage. / \ \ . used) manufacturer's specifications Manufacturer's Standard L-3 or as directed by the City Engineer Sleeve shall PVC Schedule 40 or approved equal by the Recreation ,` / testing speclfrcations shall be incorporated into , 0 M o " \, \ �''\ be two times the diameter of the conduit/pipe. All electrical and Parks Director. Irrigation mainlines 4 or greater shall 2. Sleeve shall extend ZO' be nd hordsca a on all sides and the ,//; ,:�:%' the Pro'sct Plans and S ecifications �-- - - --- - - - -- -- -- - - •--1 n co 0 " " yo p v•,; l P ((�`) 45 TEE Female Adapter with conduit shall be 1 minimum diameter for 110 volts and 2 include ductile iron fittings Systems with booster pumps location shall be marked on the curb face and or hardsco e b ` v- Lc, Backfill �_--� P y 45 TEE 1.5 Min. 12" 1' Above Concrete Slab PUC Pipe To Valves OD �o minimum diameter for tow voltage There shall be no change in shall require pipe int restraints with doss 200 on mainline " " j 2. All trenchin d the shall be er Cit O Q '�' OD e9 PP to chiseling the letters IR . 9 eP P Y \ /, \ ; H ELEVA TION- - Per Plans &Specifications -- T_ h fitted direction under roadways or any hard surface. Standard Detail L-2 and L-3. � . _ ` © Z Go gasket pipe , , \ \ , � , 3. Improvements within the dedicated street right-of-way may < I'll I , > , ¢- t ',. , . , ' ' i. , ; , , - . a • . ' a a q�. d a Z 2. Where the Rainbird Maxicom or l0 Irrigation system is P 9 y y f ,>> / f O c n with ; , ; / , . ., N , r i ,`' / l irrigation t� n inst ilation hall be in a cordo ce ,. , \ \ , , , :. , .. require a Street Permit. Check with the Cit Public Works , , 3. Portland cement concrete used for thrust ..: - :.. 4 \ \ \ \ -,`. >.. >, ,. ,_ \ \\,1, \. t a s eciried the Maxicom cable must not come into contact eq y \ \, , . • . ,, \ , ; , ,, \ , ..,, , \, , , , , ,, f, , 'r \ \ , , , , . f,, ,.... , , '/ ,\ ,/,\ P City standards, the latest approved edition of the California ,>,`„ 4.1f " " - . -. . ; r , . \ . , .. / . , . , , \ , , , , ell _J a Department Subdivision Section for requirements. ;, blocks shall be Class B as per applicable / r '.::. with the power supply or valve wiring. Locate the Maxicom � � q ; �\ ' • �- • � � • r �` �%\ --t Plumbing Code, Manufacturers Recommendations, Section `\ . N Dielectric w U W) cable near the main line at the 9 o'clock asitias. \ provisions of Section 90 of the Standard fLJ P 20 of the Standard Specifications, and as directed by the 4 Mere en cuts are required to instal/ various irrigation lines Sleeve \ %` W - 00 � open e9 9 �� , ��� Specifications of the California Department � Unions ztag 3. if more than one line is installed per trench, provide Recreation and Parks Director. and or wires all street patching within the Cit n ht-of-wa r/ Conduit Pie ;, � From Water Meter P P / P 9 y 9 y ` \ . / P of Transportation, approved current edition. . '. c 0.5 horizontal and vertical separation. shall be in accordance with current City Standards and as directed ' ;<< <, , . . . .- w W�`' 11. All material used shall be new and free from imperfections , \ f ,, / : 5 f, , F : , ,: f/; f \ .: O Li 4. Al/ PVC solvent (glue) shall be 71l Weld -On oro roved by the City Engineer. , . 4. All mainlines (pressure lines) larger than r ; o En `-' 12. See approved landscape and irrigation plans and legends f \` 2.0" In diameter shall be secured with concrete �` : \ ' , F " N Y / , f v / ' �v Q REDUCED PRESSURE ZONE ASSEMBLY BACKFLOW PREVEN TER (2 and Less) w m equal. Primer is required on mainline only. 5 An and all changes shall be o roved b the Recreation and ' :�v, v for specific model number, size, quantity, manufacturer, y 9 PP J' thrust blocks in accordance with manufacturers , r and performance requirements. Parks Director prior to Implementa#ion. 6" Maximum r`; .;:, ;f, 5. Landscape and irrigation improvements within the P eq recommendation or as directed by the:_'/_,,NOTES m o 7. A stainless steel enclosure and a thermal freeze blanket shall - dedicated street right-of-way may require an open Recreation and Parks Director. ,, 1. Exce t as noted, all r in and fiftin s shall be galvanized 13. No non -irrigation conduit or piping shall be allowed within the 6. All electrical installation shall be in accordance with City / �� p piping g g be installed per Cit Standard Detail L-18. street permit. Check with City Engineering Department P y irrigation piping or control line trench. Standard4 manufacturers recommendation, section 20 of 0450 QREDUCER 2. Use PTFE (Teflon) thread seal tape on all threaded faints or for requirements. irrigation PROFILE 1lJ�y 5. Thrust blocks shall be used at changes of ELL 8. All irrigation installation shall be in accordance with City the Standard Specifications, and as directed by the Recreation approved equal. 14. All mainlines installed shall be pressure tested as per pipe, fitting direction (bends, tees), changes of velocity Standards, the latest accepted edition of the California Plumbing 6. {dere open street cuts are required to install various � and Parks Director 3. A# materials shall be new and free from imperfections , P q and solvent (where solvent is used) manufacturers specifications (reducers, valves), and pipe dead ends ,,,; \ , ;,fti,,f Code, manufacturers recommendations, Section 20 of the %- - / ./ 4. See approved landscape and irrigation plans and legends in -r ation lines and or wires, all street patching within \ , ; . ,:: / ,r , , , `, , ,r'\ ' . <, - / */ ,r <, < ,, PP P 9 P 9 e_ g P g Manufacturers testis s ecifications shall be incorporated into the \\. ,\, ed \ ,,.' Standard Specifications, and as directed by the Recreation and the Cit right-of-way shall conform to Standard Detail g P 7. All material used shall be new and free from imperfections 6. When thrust blocks are used the size and f" r ^ ' , . d /,f\; > ' for specirrc model numbers, size, quantity, manufacturers, and \ City q y ro ct plans and specifications. Parks Director. R ST -11 and as directed by the City Engineer. P P type of the blocking must be based on the ' ` .. 1, ;,,r; performance requirements 9. Any and all changes shall be approved by the Recreation and _- _ A� C`' 8. A!l electrical installations within parks or parkways shall be /1 , 5. All transitions from galvanized pipe to PVCpipe shall 15. This Project is Subject to the Requirements of the California maximum thrust force expected and the load- \;6 g pp Parks Director before implementation.46 7. When there is a change in fitted direction, size, or inspected by Public Works Electrical supervisor ,\/,f be constructed with a Schedule 40 female adapter. 10. This Project is Subject to the Requirements of the `�' Department of Water Resources Model Water Efficient Landscape Ordinance bearing capacity of the soil. " water velocity all irrigafion main lines (pressure lines) , ,'/ 6. A 4.0 thick concrete slab is required for al/ water protection ..a " . (MIELO) and any other Applicable State and Local Regulation. Contractor California Department of Water Resources Model Water Efficient larger than 2.0 in diameter shall be secured with 9. No non -irrigation conduit or piping shall be allowed within P > g is Responsible for Compliance with these Requirements. 7. All anchor rads shall be reinforced steel and , ,f,,ff / ;, =' Q ', r ,/ devices Minimum clearance shall be 1.5 on ail sides of the P P 9 e%trical or control line trenchin " // \ ,, .. , \, \ \ r \,1, \' \ ' \. Landscape Ordinance (MWELO) and any other Applicable State c, concrete thrust blocks in accordance with manufacturers g a minimum of 0.5 in diameter \ `` \' device (See Detail C). O recommendation, Cit Standard Detail L-4 or as 16. An and all changes shall be approved b the Recreation : and Local Regulation. Contractor is Responsible for z , ' ti , I, ./ City y PP y 10 Mere Rainbird Maxicom or l0 s tem is specified, the Water protection unit Compliance with these Requirements Q. directed by the Recreation and Parks Director. and Pdrks Director prior to implementation. P //,, Satellite Communicd#ion Cable, flow Sensor Cable, and Master 8. Evenly coat Iron fittings exposed to concrete with ,, , FILENAME: L-2REV " FILENAME: L-3REV 3M Scotch Ra 1 Black PVC Tae with 3 4" overlap. FILENAME: L-4REV " FILENAME: L-5REV 8. All irrigation lateral lines shall be class 200 PVC. Valve Ire shall be placed inside a 1 Schedule 40 conduit for P P p• 1.5 Min.. �, DATE REV „ DATE REV DATE REV � DATE REV $ i8 If a lateral line is located under a hard surface, 8/18 streetscapes and 1 1/2 Schedule 40 conduit for parks 8/18 8/18 1.5 Min eq g STANDARD STANDARD 9. All concrete thrust blocks shall be in accordance STANDARD STANDARD Schedule 40 PVC is required All irri ation lines D Master Valve WIre shall be rated for direct burial and shall be oR + DRAwN DAH w cr"i W/DC with the latest approved edition of the California >iAH/Bw/Dc 1,5 M;n DAIS w c o located under a hard surface shall be installed in a DETAILS FOR cMEGCCED blue in color. DETAILS FOR cc�cEO Plumbing Code. �E CHECKED schedule 40 PVC sleeve per Standard Detail L-3. C Gonzalez F Gonzalez F Gonzalez 1.5 Min• DETAILS FOR F. Gonzalez PIPING, TRENCHING, SCALE 11. This Project is Subject to the Requirements of the ELECTRICAL CONDUIT, TRENCHING, sc„ DETAILS FOR SCALE POTABLE WATER SCAB N.T.S. � � � N.T.S.10. This Project is Subject to the Requirements of the N.T.S. Required on all Assemblies Slab should extend N.T.S. AND BACKFILL STANDARD DETAIL California Department of Water Resources Model Water Efficient SLEEVING AND BACKFILL California De ortment of Water Resources Model Water Efficient THRUST BLOCKS q PROTECTION STANDARD DETAIL P STANDARD DETAIL " STANDARD DETAIL APPROVED Landscape Ordinance (MNELO) and any other Applicable State APPROVED Landscape Ordinance (MWELO) and any other Applicable State APPROVED 4 beyond enclosure fi all directions APPROVED � � � CiTY OF BAKERSFIELD and Local Regulation. Contractor is Responsible for CITY OF BAKERSRELD and Local Regulation. Contractor is Responsible for CITY OF B LD L-4 CITY OF BAKERSFIELD = M CAUFORMA L-2 Compliance with these Requirements CALIFORNIA L-- 3 Compliance with these Requirements CALIFORNIA (� CONCRETE SLAB PLAN CALIFORNIA L-5 CITY ENGINEER PUBUC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENGINEER PUBUC WORKS DEPARTMENT CiTY ENGINEER PUBLIC WORKS DEPARTMENT To of valve box See 2.5' expansion loop _ Main Line *12" for Spray Heads NO TES: P ( for all wires Finished Grade Cellular Antenna Rain Bird Rain Sensor 2.0'* 3" for Bubblers (See Concrete (CMU) Concrete (GMU) note #3 on this sheet) with WT-RGVRSS 1. Use Teflon (PTFE) tape on all treaded joints Block Wol! ° Schedule 80 PVC Top Mount Stainless Note # 5) Block Wall \\�\ \moi //,�/ -"/,, --= Stainless Steel Guard , , . Teflon tape is not required on Marlex fittings ' / � Resilient Bail Volve & Steel Controller Enclosure / ;/,_, / \\ and Hardware :d / 2. All risers and nipples shalt be Sch. 80 PVC. All fittings 2q Min Slope Extra (spare) / / Control § Union Assembly v � ``�, � v `` ` `�' 4.1 Max Slope Control / ire (line size schedule 80) v , '` shall be Sch. 40 PVC. 29' Slope 2q Min Slope Z �/ Automatic Controller Per o / / `,, ,% y� 3. All laterals shall be Class 200 PVC or as required on plans 4:1 Max Slope Varies Varies U) ire / /, Common s ecifications and as Finished o \ ? " 4. When irn ation heads are installed within embankments a 2.0 Varies w �/ P -- __; 6 Flex Nipple (TIT) g10 fQ Wire directed by Recreation Grade v 11 drain valve or check valve is required to prevent erosion. Check *Sidewalk - **Sidewalk m � g Female � Remote Control Valve and Parks Director ;'' , ; ; ,, , , �;/ d y y , ; , ., .�, .. _ .:. / ti , _ valves and/or drain valves shall be installed at locations shown . d,-, . - „f, / r v , ,�, a - / v99 Ada ter A / Valve ID Ta Controller Sub -Assembly ,v,, y;�. ,; y , ,,. El! ST or <... ,,v ,v , /. , ; y �. / v P \ /. 9 Automatic y;, v�,"; Im 0 ■ • ! t ! ■ ■ # ■ # y 1411111 Ll molt] w ! R i ■ ! r ■ R r R ■r # ■ ■ M ! r; k j rr ! # ! ■ i t w w R :.. # :: r IIF ■ ,# A... ■ � A � � s ■ �r % # i• �R t J M r # i ! ■ ■ r M 1, j i ■ # a i f,'... t t i 3 i ■ ■ �s, # ■ ■ w # ... i, r ... ■ ■ i ■ ■ ■ # ■ ■ ■. 9999. #. 9999. `i j` i i ! � ■ j. ! R ■ ! { I. IRRIGA11ON SYSTEM IS D SIGNED FOR 90 PSI 0 POINT OF ASSUMED OPERATING R c !•r. w SHRUBSIMAXMUM FLOW mW GPM IRRIGA11ON RUN TIME FOR SHRUBS (AT FUH GROWTH) = 10 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN TIME FOR STATIONS 2 TIMES X 5 MINUTES; ONE HOUR MIN. BETWEEN WATERING CYCLES) IRRIGA11ON RUN TIME FOR TREES (AT FULL GROWTH) = 48 MINUTES A DAY, THREE TIMES A WEEK CONTROLLER RUN TIME !TREE STATIONS 3 TIMES X • (SCHEDULE ONE 'r s WATERINGETWEEN R REGULAR AFTER ESTABLISHMENT-. IRRIGA11ON SHALL BE SCHEDULED TO OCCUR 714M *nM A VM BETWEEN THE HOURSOF ii PM AND 6.-00 ! r ■ X Y t t # ■ ,: M ' -- r #,. is ■:,,, y # ',, ,,, # ■ ■ ■ ! R ! R ■ ! ! r ■ * # ! Y ■ # Y i i ■ # ■ # A ! # i WKS r ■ ■ r Y 3 ■ k !; ■ Rol # y J - ■ # Aca * A # * ■ ■ ■ # ■ r !! # ■ " w i ! A# /* IT ■ #, r # A AT now w ! # ■ ■ ■ 1 k t * r # ! # * # # ! ! r i R # # Y A # # * # : ! r r r y i s i w ■' ■ i ■ :-- � :. #■. ■ * #� ■ ■ Y � - N k ■ - 99,:99. 9999.. 9999 9999 9999,. 9999 9999... 9999.. 9999... 9999... 9999.. ■ # ■ ■ x f k ■ i y ■ � ■ r ■ � �......... ■ ■ � Y ! J #9999 J.,, � # Y ,-.. � ■. •,..... ! '...... � * � � � i ., � 9999 � R' � ! � :. # * : � R, ,-.. X * ■ } '.. � � A t ■ R # A R R is # A i ■ * w r ■ i 9999 ■ � ! • � � J IF IF i r ■ � � �. t # * "... { ■ ' 1,999.. ■� �........# � R � # � � R : �.. R Y � � .. Y OBSERVATIONS: UNDERSTANDING1. REQUIRED, FIELD OBSERYA11ON WORK: THESE PLANS WERE PREPARED WITH THI M THAT THE OWNER OF X PLANS # ■ t DESIGN ASSOCIATES ■ rOVIDE CONTRACT SERVICES PROFESSIONALOBSERVA11ON SERVICES DURING CONSTRUCTION. FAILURE TO USE AND COMPLETE THE FIELD ASSOCIATES A * PROVIDE ■ • ■ N SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THEMIS—INTERPRETAION OF THE INTENT OF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, ■ FAILURE TO DETECT ERRORS -## # OMISSIONS THE PLANS k { SPECIFICATIONS k * THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES PRECLUDED COMPLETING OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT ■ ORATIONS WHO HAVE ■ URCHASED THESE ■ OWNER (INDIVIDUALS OR - LANS■ AGREESWITH THE HARMLESS, AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST Yi 3 3..; ALL CLAIMS. 2. m _ w ■ i OBSERVATIONS ■ BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH OWNER ■ SUPERINTENDE T. THE CONTRACTOR SHALL j SUPERINTENDENT)SUPERINTENDENT AND CITY OF BAKERSFIELD RECREA11ON AND PARKS DEPARTMENT NOT LESS THAN FORTY—EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CON11NUED WORK WITHOUT OBSERVATION OF ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE 'NER ■ ■._ :.. RECREATION AND PARKS DEPARTMENT AS TO THE PURPOSE AND 11ME OF THE O i r j, FORTY—EIGHT (4 8 HOURS ADVANCE. 3. CLQSING QF # EgT D..WOSK: THE CONTRACTOR w ■ x SHALL ALLOW CAUSE ANY OF THE WORK TO BE OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, AND APPROVED SHOULDAUTHORIZED REPRESENTATIVE AND /OR GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE WORK. ANY OF THE WORK BE ENCLOSED OR COVERED # ■ INSPEC11ON AND ' EXPENSEAT HIS OWN AFTER IT HAS #EEN INSPECTED, TESTED AND APPROVED, THETRACTOR SHALL MAKE ALL RE PAIRS',,NECESSARY ' THE OWNER'S SATISFACTION. MATERIAL* PRE—JOB MEETING ONSITE — PRIOR TO COMMENCEMENT OF 9 WORK * DURING SOIL PREPARATION * COMPLE11ON OF WEED CONTROL e PRIOR TO MOW CURB INSTALLA11ON e PLANT MATERIAL INSPECTION 9 GRADING CHECK PRIOR TO GROUND COVER e COMPLETION OF PLANTING 0 30, 60, & 90—DAY MAINTENANCE INSPECTIONS 9 1 YEAR MAINTENANCE TURNOVER INSPECTION C. 1. GE�ERAL- . THE FOLLOWING LIST COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS a" AND IN ACCORDANCE .ji PLANS AND ■ t EQUIPMENT2. SCOPE OF NRK: WORK SHALL CONSIST OF FURNISHING ALL MATERIALS, SERVICES ■ * !` ',. LETELY INSTALL ALL # NECESSARY SHALLLANDSCAPE WORK AS INDICATED N THE DRAWINGS AND HEREIN SPECIFIED. 3. PLANT. MAIERIALS: ALL PLANTS SHALL BE HEALTHY, WELL ESTABLISHED NURSERY STOCK, FROM INSECTS AND THEIR EGGS AND DISEASES. PLAN BE * REQUIRED COMPLETE WORK DRAWINGSAS INDICATED ON THE BE SPECIES INDICATED ON THE PLANT LEGEND. AH PLANTS SHALL BE INSPECTED AND APPROVED r■`Or, TO ■ i REJECTION4. OWNER OR THE CITY OF BAKERSFIELDRECREATION AND PARKS DEPARTMENT MAY REJECT ANY PLANT MATERIAL REGARDED AS UNSUITABLE AT ANY TIME AT NO ADDITIONAL COST TOT THE OWNER. HANDLING5. Y ALL PLANTS k SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, SUN, WIND BURN, VANDAL] j ■ ANY OTHER INJURY. 6. TREE r TAGGING: ALL CALLED PLAN 3 TAGGED SHALL BE y i ■ RECREATION ■. # L ■ PARKS ■ ■ X ■ DETAILS. 7. TREE STAKES AND -GUYS: TREE STAKES SHALL BE LODGE POIF PINE OR CONSTRUCTION HEART REDWOOD. FURNISH AND INSTALL AS INDICATED ON 8. TREE TIES:, SHALL BE FLEXIBLE NON—DETERIORATING SELF—FASTENING BLACK REQUIRED PROPERLY SUPPORT 'CINCH 11EV OR EQUAL. 9. QOMMEROAL EERj1U2fR-._ SHALL BEAR THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS AND SHALL BE CONTROLLED RELEASE ■ # i REQUIREMENTS: :■ PHOSPHORIC ACID — 12% POTASH (+IRON). 10. ! STANDARD i l,.. ! * ',, BRAND, + r i ANALYSIS i 99 UNOPENEDSULFUR (EXP ESSED AS ELEMENTAL) SUPPLIED IN BAGS WITH ANALYSIS * ',,. i9999 X 11. CER11FICATES: CER11FICATES FOR EACH DELIVERY OF BULK MATERIAL SHAH B FURNISHED TO THE CITY OF BAKERSFIELD RECREA11ON AND PARKS DEPARTMENT CONTRACTOR. CERTIFICATES SHALL STATE QUANTITY i TYPE,OF MATERIAL RJ i DATE AND ADDRESS LOCATIONS k DELIVERED TO. D. LANDSCAPE P . 1. SITE - THE CONTRACTOR DEBRIS, AND OTHER EXTRA MATERIAL FROM THE JOB SITE PRIOR TO PROCEEDING !: WORK. ANY ■ ■ J i R y • i # ' ■ # � � � 1 � A ■` i,, � Fri a � � ! � ', �, ■ ! ! Y w # U Au ■ ■ # } } r # X, r ■ R ■ * * x k # # # ■* ■` ■ R y R y i # ■ # s * ■ ! r ■ i # ■ w ■ i Y W i i k R r # A ■ }, R ]LINXTVI&I k r � ■ ! w w r M ■ # ! ! ! ■ ■ X i* i R 3 i #,,, ■ t I # t ■ r t. 9999 i 1,,, ■,,. R= :. R w ■ * ■ * # � '• � � ., � °,. � � ■ �,,,.. t 9999 # ! r r ■ 'M # # 9999... R ■ ■ ■ ■ ■ ■ y w y #iry # w y w xw ■ � 9999 } y ! ,,. � : #,. Know what's e ow. 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