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HomeMy WebLinkAbout1.5-7262 PH 4 & 5. . MN goftAL 1. CONTRACTOR SHALL BE RESPONSIBLE !r r MEETING ALL CITY OF w # SFIELD STANDARDS AND SPECIFICATIONS. CONTRACTOR WILL ALSO M RESPONSIBLE PUBLIC : START ELECTRICAL AND WATER SERVICE • CONSTRUCTION. 2. rir r RESPONSIBLE -": r. CONTRACTOR SHALL MEETING k APPROPRIATE PUBLIC STANDARDS, SPECIFICATIONS AND METHODS OF CONSTRUCTION. 3. PRIOR TO START POWER) SHOULD BE INSTALLED AND FULLY OPERATIONAL. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT, (661) 326-3866, AND PUBLIC WORKS, (661) 326-3049 FOR AN #PRE—CONSTRUCTION 5. CONTRACTOR WILL COORDINATE CONSTRUCTION NTH THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OROWNER'S REPRESENTATIVE SO THAT INSPECTIONS CAN BE MADE A CRITICAL A -r......... PERIODS r CASE LESS THAN: PRIORa. AT THE START OF LANDSCAPE CONSTRUCTION, b. !(IRRIGATION! c. PRIOR !! ... i -- . INSTALLATION ,A . A PLANT A i!A,.. MAINTENANCE,d. AT THE END OF CONSTRUCTION BUT PRIOR TO START OF POST- INSTALLATION r r r ■F, t, AT THE END OF POST- A, ,A, y wMAINTENANCE ■ A MY ACCEPTANCE. ! A 6. CONTRACTOR WILL PERFORM MAINTENANCE AS IDENTIFIED IN THE SPECIFICATIONS. ALL COST INCURRED r BE A ! rSTART Ar OF CONSTRUCTION TURNOVER TO THE CITY. 7. CONTRACTOR ►rw RESPONSIBLE !! ! SECURING FINAL WRITTEN ACCEPTANCE !A BAKERSFIELD RECREATION ! F. A PARK S ! a# OR OWNER'S REPRESENTATIVE !!A r THIS Mr i CONTRACTOR ' Ar BE RELEASED ,'A FROM MAINTENANCE -- THE IRRIGATION SYSTEM OR MAINTENANCE AND REPLACEMENT OF DEAD, DYING, DAMAGED, OR OTHERWISE UNSUITABLE PLANT MATERIAL UNTIL THE CITY OF RECREATION AND PARKS !A# OR OWNER'S REPRESENTATIVE, !•i WRITING, ! ■ TS 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 i! ! A r OR OWNER'S R r ##i PRIOR T 1F,,. PROCEEDING 1Y r WRITTEN CONTRACTORAUTHORIZATION AND INSTRUCTIONS TO PROCEED. DEPARTMENT M OWNER'S REPRESENTATIVE !MA AND INSTALLATION SPECIFIED AMENDMENTS SPECIFICATIONS WHETHER A REQUIRED r r,. QUANTITIES10. ARE #' A r, RECREATION IFF A ■ PARKS A r ! A r ESTIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLA11ON 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 CITY OF r AKERSFIELD RECREATION AND PARKS DEPARTMENT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 12. REQUIRED i......... r CONTRACTOR ACCOMPLISH ! ! A OPERATIONS. 13. ALL PLANT A rA SHALL APPROVED D OF A ! ! RECREATION a■ PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. 14. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE CITY OF BAKERSFIELD RECREA11ON AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. 15. CONTRACTOR SHALL NOTIFY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT 01A, OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE !#OOBSERVATION 16. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND BACK FILL REQUIREMENTS. 17. IF CONFLICTS ARISE BETWEEN AREAS A PLANS, y .-NMA1Y 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. 18.NO PLANTING SHALL PLANTED INSTALLATION i IRRIGATION 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. 9 PROVIDE ! :. r BARRIER yrw#F #r TREES IF- yNY EXISTING IF PROPOSED r P !, A OR STRUCTURE. 20. CITY OF BAKERSFIELD STANDARDSt DRAWING A PRECEDENCE OVER ALL OTHER SPECIFICATIONS OR DETAILS. 21. CONTRACTOR SHALL INSTALL A 6" NCRETE MOWCURB AS PER CITY OF BAKERSFIELD STANDARDS A, ! * EACH PHASE AND CONSTRUCTION 22. EXISTING PLANT A AR# r REFERENCE ! CONTRACTOR SHALL BE CONSTRUCTIONRESPONSIBLE FOR PLANT MATERIAL IN CONFLICT WITH NEW CONDITION REGARDING; REMOVAL, RELOCATION, MAINTENANCE DURING CONSTRUCTION IN ORDER TO MEET THE INTENT OF THE DRAWINGS. r r PREMENTS OF EXISTING OVIDE PROTECTION R !: IFF SPECIFICATION. A-- PLANT A ,,,rAL SHOWN ,,,. PLANS DIAGRAMMATIC. CONTRACTOR i SHALL VERIFY EXISTING CONDITIONS AT THE SITE TO FAMILIARIZE HIMSELF PRIOR TO START OF 25. ALL TREES UNDER UTILITY LINES ARE SUBJECT TO CHANCE PER CITY OF BAKERSFIELD i# # A AND PARKS r ! A r 1 CONTRACTOR26. SHALL DEMONSTRATE REPRESENTATIVE A AND INSTALLATION SPECIFIED WHETHER REQUIRED MF r, 27. CONTRACTOR RESPONSIBLE r I► CARE AND MAINTENANCE OF EXISTING LANDSCAPE AND IRRIGATION rA DURING CONSTRUCTION. 28. EXISTING IRRIGATION r REMAIN OPERATIONAL DURING CONSTRUCTION. 29. UNIFORM DEVELOPMENT IS REQUIRED FOR THIS PROJECT. SHOULD ANY PORTION OF ANY PHASE OR SUBSEQUENT BE CONSTRUCTED DIFFERENT INTERVALS WHERE POINTS OF CONNECTIONS ARE LOCATED IN AN AREA OTHER THAN THE CURRENT PROJECT AREA, DEVELOPER SHOULD ! r RESPONSIBLE ! ! r r INCURRED NTH THE ATTACHED AREAS UNTIL THE PROJECTS MAINTENANCE PERIOD HAS BEEN COMPLETED AND A WRITTEN FINAL ACCEPTANCE FROM THE CITY OF BAKERSFIELD RECREATION ! A A PARKS 4 r !# !' A BEEN ACHIEVED. 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 i.. ONE COPY OF THE SIGNED PLAN COLORSHALL ALSO BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, DIMENSIONS, LOCATION APPROVAL !firA WALL PLANS i PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE. 31. QUESTIONS ABOUT RAINBIRD PRODUCTS CAN BE ANSWERED BY CONTACTING ANTONY BLANCO WITH KERN TURF, LOCALS AUTHORIZED DISTRIBUTOR B• ! r >M ! AKERSFIELD CA, 93308, PHONE: 661-6840-5204 1 14 15 16 17 1 1 20 1 21 22 23 7 ca PHASE 3 PHASE 2 rIGPx ....,_. ........- 0 {{ W 7 1 i t 25 26 27 I I 28 29 30 1 i aw coe..,;`µ..Ws.. 17 � PHASE 4 1 1 13 12 11 I 4 uji 33 32 1 30 29 28 27 26 25 24 9 1 1 N 0 LINDEN TREE AVENUE € 9 10 il 12 13 14 is 16 17 1 19 20 21 i KEY MAP \1 ALL POINTS CONNECTION ELECTRICAL SERVICE r IRRIGATION BE INDEPENDENT FROM THE TRAFFIC SIGNAL POWER SOURCE/STREET LIGHTING POWER SOURCE. PRIOR TO F PLANTING y ■ NON -TURF AREAS, IIF 3 ALL SUCH AREAS r y SHALL# BE STERILIZED NTH A CHEMICAL RECOMMENDED BY A CERTIFIED 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 #.. N0110E IS .. OWNER REQUIRED # !F#., START CONSTRUCTION. 7 A i.,,.. ASSOCATES OR (661) 834-4818. BEFORE ANY EXCAVATION ! A, A UNDERGROUND SERVICE ALERT, 811, FOR LOCATIONS OF EXISTING UTILITIES. BENCHMARK. ;:. TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF RELIANCE DRIVE ■ # AUGH STREET. ELEVA11ON 356.74' . F DATUM) PER TRACT N%6. 5845 PHASE, A -D MON. ELEV. MAP ENT- ENGINEEWS STATEM HEREBY r# #t # COMPLY ■ STATE PLANS A... A.. SPECIFICATIONS --. SFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY # AGENCY OR OTHER REVIEW BOARD. RESPONSIBLEI AM # # ON 1 ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED ENGINEERS. B F #TOk Ail R.C.E. j ■ EVIEWED r ------------ RECREATION :.A AND #.. REVIEWED BY: tj 7 REVIEWED BY: Z kp A f "I-&— \-L` 2—"Z— TRAFFIC ENGINEER DATE STUART ! ! R.C.E. DEPUTY PUBLIC WORKS DIRECTOR DATE CITY OF BAKERSFIE ,lea r 7 a CITY OF # A # # R.C.E. APPROVED ## ENGINEER ONLY FOR AREAS t ! PUBLIC MAINTENANCE, i ul t 04 04 0 Q i Ld I I W i SEE BELOW FOR CONCRETE SCORING AND EXPANSION JOINT DETAIL / / c� / / / / / c� EXISTING 34V PG&E GAS LINE / e� / / / / c� RELIANCE DRIVE 11 wl� Vie.» ia;-.tee } n CONT SIZE f Lagerstroemia indica Centennial , Myrtle , 2411 ! ox Medium 21 II r Y. � Y ! Y Y mom + MMI e WIM 24" Box Medium CONT SIZE CANO 24" Box Medium BOTANICAL f COMMON NAME CONT Callistemon viminalisr le John Bottlebrush 5 GAL ]Podonaea w L +U3=4 L i REFERENCE NOTES SCHEE)ULE Concrete Mow i SYMBOL DESCRIPTION CITY DETAIL TYPE "C" R EMERALD REEN AVENUE UNE -OF -SIGHT 0 ' us on ul ERIE 25 Im # :1Y ROOTING QTY Deep 4 Deep 4 SCALE: 1 20" 1 I 3� 1 7 :1Y ROOTING QTY mom Deep 10 56 37 17 12 100 / Al .01 LE / �t / 4 / ® 1 ■ DEEP SCORE MARKS qq FL „*t 2.0" I JOINTS DEEP WEAKENED PLANE INTERVALS r ! i i r ■ IF V',: # y i ! IIIc i t. ■ i F J► 1, N ■ i A t y ■ M x ! i` # i 1 i t IF # fF i i 3 3 :. i i' # i TF. L !F ■# 1F 1 i, r i t. vv EXPANSION JOINTS CONSTRUCTED 60' MAX. INTERVALS REFER TO C.O.B. STD. ST -5 FOR ADDIT`IONAL INFORMAT'ION CONCRETE SCORING AND EXPANSION JOINT DETAIL_ ! ! t { w, i i T i IIF i 4 # ■ ■ i it ! ` i ■ t # A } # # # 3 i ■ ■ i i i x SDEWALK PROPOSED QM & CUTTER SEC11ON RELIANCE ROAD SCALE : 1" — ,, t I W M�2 ! i t { y i i ■ ',: I'.... .[ � IIF � � ■ r � �,,, '.,, � i !.. � !.. i t i■ i N i i i= y ! r !IIF ■ ! i ',.. Y i : ',. i i ■ f i,., i 1 � ■ k x i 3 � #� i t i i�� # � ! i ilk... i. iF ',, � ■ # � ■ A � ..... i i i � i t � Ilr i '. ■ - it 3 L { * # t R ! * i i i # ■ i I! A 13 i r f i L • i # # ! M : ! ... ■ i i is i # i i � #., f i ♦ ,,, x it A i is i Iw t ■ .. � .. ! 1 A • 1. * � i � i 1 � ■ i x , � # �+ � A i i # � � 1., � #..' i _ � ■ �., IIF IF. ■' PLANT 1 #iL TRIANGLES 1 SHALL t MAXIMUM AS MEASURED • i iF r OF CURB. ! i i x SHRUBSSHALL r r# FROM SIDEWALK CENTER OF PLANT. ALL GROUNDCOVER SHALL BE SET BACK 2e MINIMUM FROM EDGE OF SIDEWALK TO CENTER OF PLANT. 20. DEVELOPER OR CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY CITY OF BAKERSFIELD RECREA11ON AND PARKS DEPARTMENT CONTAINING A PHOTO OF 1 PLANT ii NURSERY Ri,,-, NAME, LOCATION AND CONTACT AS TO WHERE PLANT L # BE SOURCED; MATERIAL !A 1.,.,. A SAFETY AND 3 SAMPLE r POLES EACH i AMENDMENT BE AND SPECIFICATION SHEETS FOR LODGE TREE TIES. SUBMITTAL OF PLANT PHOTOS SHALL NOT BE CONSIDERED AS FINAL PLANT INSPECTION. A COPY OF THE SOILS LAB ANALYSIS AND R ECOMMENDATIONS SHALL BE PROVIDED TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT COMMENCEMENTP A i 3 A i ! { i . ■ CL AND i MF,,,!: i',,. PLANTING. 21. ALL PLANTS PLANTING ik GUARANTEED i i MAINTENANCE PERIOD DURATION THE 1 BEGINNING DAY MAINTENANCE # i ■... 22. ALL DEAD, DAMAGED OR BROKEN PLANT MATERIAL, INCLUDING GROUND COVER, SHALL BE REPLACED AT TWO WEEK INTERVALS. 23. WILTED AND/OR ROOT BOUND PLANT MATERIAL SHALL NOT BE PLANTED OR USED ON O ..... iii. 24. CROWN OF PLANT SHALL E JUST SLIGHTLY HIGHER, AFTER SETTING, THAN ■, THE ADJACENT i { 25. PRUNING OF TREES OR PLANT MATERIAL SHALL NOT BE TOLERATED. 6. PROCEED ! PLANTING t ■ AFTER ! t WORK IS COMPLETED, D,,... TESTED......... BY BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 3 ■ 27. IF SUBSTITUTIONS DEVELOPER O. CONTRACTOR SHALL ■ PROVIDE !O # SUBSTITUTION APPROVED !ii! BY OF o t i i, RECREATION ! AA i PARKS ■tIM.,. PRIOR INSTALLATION L 1', L. A# i■f i# OWNER. ACCEPTED i r MATERIALS ! i L is SUBSTITUTE 7 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 COMPLE11ON OF EACH PLANTING : ■# ■ , UNLESS OTHERWISE ON PLANS. A SPECIFIED . DEVELOPER • i CONTRACTOR s t,; ! SHALL PROVIDE i',. A is D. RECREA11ON AND PARKS DEPARTMENT AND/OR LITERATURE FOR REVIEW AND APPROVAL OF THE FOLLOWING: A. MULCH: 3/4" TO 1" REDWOOD BARK CHIPS SUPPLIED FORM A FRESH WATER i, SHALL BE IN COLOR AND FREE FROM WEEDS, SAWDUST, SEEDS, AND SPLINTERS. ANY DYED PRODUCT WILL O BE ACCEPTED. B. TREE STAKES: DIAMETER i ROUGH SAWN PRESSURE ii TREATED POLE PINE. OTHER NOTED PLAN. TREE IIF ■ i ■ ,,, MINIMUM : TREE. ',,VIT ■ L■ N ■',, EQUAL. , x.. i ! D. SHRUB F !r OVIDE !F ON—GRADE MANUFACTURED BY ■i ELANCO ti k 1 i x PRODUCTS, ACCEPTABLE SUBSTITUTIONS. ! MANUFACTURER'S 3i i INSTRUCTIONS. E. #OT CONTROL # ! is i i,,: BAROOT RIERS- BARRIER", : NUMBER UB24-2 AS MANUFACTURED BY DEEP ROOT CORP, OR APPROVED ■■ EQUAL Know Y.below,. Concrete (CMU) Block Wall i.ampacrea -7011 1— -T, t.v. Standard L-11, Detail °8") *See City Standard ST -8 for Combination Sidewalk Dimensions, Compaction, and Construction Details. PARKWAY SEC rl (COMBINA TION TYPE SIDEWALK) Type M Median Curb (Type M--1 and M-2 are 18" (15) Stamped Concrete not allowed in landscaped (See Landscape Standard L -IJ) median islands) 10" Finished Grade Remove all foreign materiol j to a depth specified in approves \/ plans and specifications and as directed by the Recreation and Parks Director Root Guard Barrier See City Standard Landscape Detail L-10, Note 15 MEDIAN .SEC TI4N NO TES: I Provide positive drainage (27, minimum to 4-1 max.) in all areas comprised of fill material, 2. 9.0" concrete mow strip is required for all turf oreos adjacent to proposed or existing wall per City Standard L-11, Detail C 3. Where lot grades are higher then street grades, side of wall water proofing is required per City Standard L-9, Detor7 0. 4. Any and all changes shall be opproved by the Recreation and Parks Director prior to implementation. 5 All materiofs used shall be new and free from imperfections Concrete (CMU) Block Wall ° 2% Min Slo e 29 Min Slope 4:1 Max Slope 4.• 1 Max Slope .t Varies -w- Varies mow **Sidewalk \ \/ . `. . °..,,t '6 • 'moi /\i\ • , - r /f\/���,�'i��`/ice �-r�'+=`�r' 1.\\i\\i;\tj�\• �7 Compacted Soil Mow Strip (See Standard L-11, Detail "B") **See City Standard ST -9 for Standard Sidewalk Dimensions, Compaction, and Construction Details PARKWA Y S& It ?N (STANDARD TYPE SIDEWALK) Concrete CMU) Block Woll doth 3.0„ _f -7 w Vewelk a �i`See approved plans for,\j M 'M f' / • . bockf#1 requirements \ `� Obterptoof coating or approved equal by City OD WATER PROOFING (PLANTERS AND RETAINING WALLS) 6 See opproved landscape and irrigation plans and legends for specilrc model numbers, size, quantity, manufacturers, and performance requirements 7 I curbing and or curb/gutter for londscope center rnedruns are not existing, see approved civil engineering drawings 8 This Project is Subject to the Requirements of the Cofifarnia Department of Water Resources Model Water Efficient Landscape Ordinance (MYELO) and any other Applicable State and Local Regulation. Contractor is Responsible for Complionce with these Requirements FILENAME: L-SREV f STANDARD ��,B>N VARIOUS PARKWAY 04ECKM AND MEDIAN SECTION smE conn MISCELLANEOUS DETAILS N.T: t STANDARD Di C" OF 13MER&FEW CALFOFNA L-9 PUBUC WORKS DEPARTMENT ,.,.y, , .. ,... .,.. .,..,. Foce of Wail or C3fher Object. LA YOU T NOTES: 1. Y is ground cover or shrub spacing per opproved landscope plan. 2. Unless otherwise noted in plans, ground cover shall be planted with equr7oterol hiongular spacing as shown above - NO TES: 1, Instoll all plant material as per opproved plans and specifications Comply with the lotest approved City Standards, Section 20 of the Standard Specifications, and as directed by the Recreation and Parks Director, 2. All plant material used sholf be free from disease and pests and inspected and approved by the City Perks Division. 3. Any and oil changes shall be opproved by the Recreation and Parks Dkector prior to implementation. 4. This Project is Subject to the Requirements of the California Department of Woter Resources Model Woter Efficient Landscape Ordinance (MOFLO) and any other APPROVED Applicable State and Local Regulation. Contractor is 1 Responsible for Compliance with these Requirements \ �`�. �� �1 Cff FILENAME: L-19 f NO TES: * For planter areas 5 =10' FG L Apply sof' amendment as per sag test and per approved plans N Toe of Slope \ and specifications and os directed by Recreotion and Parks Director. b Recreation & Parks y Lot 51de e . ' 2. All trees shall be double stoked with new 2.0" Dia. Pressure Treated Obterptoof coating or approved equal by City OD WATER PROOFING (PLANTERS AND RETAINING WALLS) 6 See opproved landscape and irrigation plans and legends for specilrc model numbers, size, quantity, manufacturers, and performance requirements 7 I curbing and or curb/gutter for londscope center rnedruns are not existing, see approved civil engineering drawings 8 This Project is Subject to the Requirements of the Cofifarnia Department of Water Resources Model Water Efficient Landscape Ordinance (MYELO) and any other Applicable State and Local Regulation. Contractor is Responsible for Complionce with these Requirements FILENAME: L-SREV f STANDARD ��,B>N VARIOUS PARKWAY 04ECKM AND MEDIAN SECTION smE conn MISCELLANEOUS DETAILS N.T: t STANDARD Di C" OF 13MER&FEW CALFOFNA L-9 PUBUC WORKS DEPARTMENT ,.,.y, , .. ,... .,.. .,..,. Foce of Wail or C3fher Object. LA YOU T NOTES: 1. Y is ground cover or shrub spacing per opproved landscope plan. 2. Unless otherwise noted in plans, ground cover shall be planted with equr7oterol hiongular spacing as shown above - NO TES: 1, Instoll all plant material as per opproved plans and specifications Comply with the lotest approved City Standards, Section 20 of the Standard Specifications, and as directed by the Recreation and Parks Director, 2. All plant material used sholf be free from disease and pests and inspected and approved by the City Perks Division. 3. Any and oil changes shall be opproved by the Recreation and Parks Dkector prior to implementation. 4. This Project is Subject to the Requirements of the California Department of Woter Resources Model Woter Efficient Landscape Ordinance (MOFLO) and any other APPROVED Applicable State and Local Regulation. Contractor is 1 Responsible for Compliance with these Requirements \ �`�. �� �1 Cff FILENAME: L-19 f Native Sort 2X Width of Root Boll 5TAK1NCe DETAIL CSECTiON} Tree Trunk Prevailing Wind Direction Tree Stakes yTree Canopy r -N.___._....- Support STAKE- L OCA TION 2X Width Of Root Qalf _TYPICAL SHRUB PLANTING QETAIL FILENAME: L-1dREV 2.0" in Planter Areas 1.0u in Turf Areas FG (Turf) -1 Centerline 05" Rod. Tp. 'of Fence Top Sides Chain Link Fence playground or Wood Fence 2 - 14 rebor install 3" from top of concrete and 3" from bottom of concrete Sand Area z ``,,.`'. *5.0' Min. 0.5 Rod. Typ Top Sides j ,..�: "=:_ = \\ \J/. /.�//\/A -Finished Grade (F.G) 8.0" Planter Area /.�Jfti�/,�/1`� 8.0 Compacted Earth /,N//. 6 0" Thick\� Concrete Mow Strip -1' , %///.�'��/.�/�l.�J//.� Campocted Earth (Fence Footing Not Shown). MOW STRIP AT CHAIN LINK FENCE - NCE OR W FENC M E CMU Block Wolf -vo 0.5" Rad. T)p: Top Sides F.G (Turf) 60" Thick ------- Concrete Mow Strip Footing - *And per opproved pians and specifications and as directed by the Recreation and Parks Director. PLA YGROU.Q SIDEWALK (Monolithic) NO TES: 1. Construct a deep score expansion joint at every fence post and every 15' on oll other concrete surfaces 2. All areas to receive concrete sholl be compacted to 9OX relative compaction to a depth of 6" (a5) or as directed by the Approved Moisture Recreation and Parks Director, �'8arrier on Lot Side 3. Top of mow strip sholl be 10" above finished grade when Lot Grode adjacent to turf and 2.0" above finished grade when adjacent to planter. 4 Mere the grade on the lot side of the wall is higher than the grade on the street side of the wall, water proahng is required See City Standard L-9, Detail D for water proofing Composted requirements Earth 5. A 9.0" wide concrete mow strip is requked for off turf areas i adjacent to oll property lines, planter areas - Detail C, and existing or proposed fences or walls per City Standard L-11, Deto17 A and 8. \\j 6 Any and all changes from this standard detail sheet shall be opproved by the Recreation and Parks Director prior to construction. T. All concrete shall be Class "8n in accordance with City Standards, the latest edition of Section 73 of the Standard Specification, and as approved by the Recreation and Parks Director: 0.5" Rod. Typ. Top Sides 8. This Prosect is Subject to the Requirements of the California Depertment of Water Resources Model Water Efficient Landscape -2.0' in Planter Areas Ordinance (MWELQ) and any other Applicable State and Local Regulation. Contractor is Responsible for Compliance with these Requirements @ MOW STRIP AT WALL (0.5) FG (Turf) -•-1 {6"� Io 10" in Ti`rr fA\et\\�\\\\ a • °.:.• � ,, %\\ ¢ %i•/i� / \/i� .14 rebor on center CONCf2E'TC MOW STR1P FILENAME: L-11 REV 1 or Masonry Wafl EL EVA TION Mrs UUM ,shrub Sidewalk Planter Per ST 8 W1 -t & ST -S vories .JAJGryV1A NO TES: I. Area between the back of sidewalk and the wail or fence at property line shotf be landscaped. Upon dissection of the Recreation and Parks Director, less than 130 linear feet, may not require landscaping, 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 A# ground cover shall be reviewed and opproved by the City Parks Division prior to planting. 4. Al! plant materiol used shall be free from disease and pests and inspected and opproved by the City Parks Division. 5. All plants (shrubs & trees) shall hove an individual bubbler. 6. irrigation system sholl hove a separate point of connection. 7. Shrubs and trees shall be spoced no closer then their diameter at maturity. MINIMUN SIZE RECJUIREMEN TS Trees = 24" Box Shrubs = 5 Gallon Ground Cover = 1 Gollon PLAN Commercial Drive Approach >v rs per City Standard. 8 No climbing vines shall be used to screen the woll or fence 9 Install 6" concrete mow curb at property lines per Detail 1-11. 10. Install a 3" layer of walk on bark mulch throughout plonter area. 11, Any end oil changes shell be approved by the Recreation and Parks Director priar to implementation. Rernovol of existing landscaping shall be opproved by the Recreation and Porks Director. Any removal of existing /andscoping (trees & shrubs) shell be replaced at a rate of 2 for every t removed. Replacements sha# be of Ilse sizes and variety at as directed by the Recreation and Parks Director. 12. This Projbct is Subject to the Requirements of the Colifornia Department of water Resources Model wafer Efficient londscope Ordinance (MWELO) and any other Applicable State and Local Regulation. Contractor is Responsible for Compliance with these Requirements FILENAME: L-14REV 1 • below. Cal I before you ! • N N N O N a NO TES: * For planter areas 5 =10' Y - L Apply sof' amendment as per sag test and per approved plans in width or as approved and specifications and os directed by Recreotion and Parks Director. b Recreation & Parks y e . ' 2. All trees shall be double stoked with new 2.0" Dia. Pressure Treated Director. � tZ Lodge Pole Pine stokes Remove original nursery stokes from all Fy project plant material and install new tree stokes per detar7s 8 and C *install frees along CL of far • 0 3. Place toot boll on undisturbed native so# per detal B. backfill hole plan half -way with bockfill mix per approved plans and speciRcations and 4" berm a water sufRciently to settle sod Once all surface water has drained odd See City Standard ST -8 or ST -9 for re aired q sufficient backfill mix to reach finished grade. Construct 4" berm to Sidewalk Dimension Distance varies �- create a watering basin around tree, RI basin with water and refill once water has droined. Remove berm prior to installing turf or bark mulch. FG 4 Arbor Trunk Guards or opproved equal are required around all trees c; planted in turf areas //r;\/ A 24" deep Root Guard Barrier installation is required for all trees 5.O' less from hard directed the Recreation or any surface and as by and Parks Director. For linear ligations lace 10 of battier parallel and oil • cent Install 24 deep root /\ Root Ball c� �y !!� to the edge of hard surface, 5 to each side of tree for tree wells and barrier panels with top/\\ of panel !12" above F. G r / N \ \ \ \ J /j� //%J/�''/%//��''/ ! other small areas, install root bonier around oil four sides of the root ball in o "surround application. " Adj*ing panels shall be fastened (finished grade) or per \1j ,/J Planting Tablets , J /!\; \i (See Note b)`\i\\�i�'� together per manufacturers recommendation. monufac- turer's %�`� �' 6 Planting Tablef(s) shall be evenly spaced and placed 2.0° below specifications finished grade near root ball as follows.• TRS PLAN TING WI Thi RPO TGUAt`D I - Tablet per 1 Gallon. 6 - Tablets per 15 ballon. 3 - Tablets per 5 Gallon. 9 - Toblets per 24" Box -I 7. Any and all deviations from this standard sholl be opproved by the Recreation and Parks Director prior to construction R All londscope installation shall be in accordance with City Standards, Manufacturer's Recommendation, and Section 20 of the Standard Specifications 9 All moteriol used $holt be new and free from imperfections 10 See approved londscope and inigotkn plans & specifications for specific model numbers, size manufacturer, and performance requirements See City Standard Detar71-8 for Root Watering Device: 11 This Propct is Subject to the Requirements of the Califamio Deportment of Water Resources Model Water Efficient Londscope Ordinance (MWLO) and any other Applicable Stole and local 5.0- local Regulation. Contractor is Responsible for Compliance with these Requirements Stakes (See Note R) cz,Tree Support (V.i. T. or Equal) Shrub Trunk Ouord (Turf Areas Only) Wafer FG Basin 4 4.0" (.33) Berm 40 (33) Berm FG (Temporary) !�\r moi. Water Basin (Temporary) ,d o Root Boll Crown of Tree shall be w m < 1 to 2 above F.G. -.. Root Bdll �a, /jam \j Planting Tablets //\ \ \ \ --Plonting Tablets cle..., I\\ \\/�\ /\\(See Nate 6) \\/Undisturbed \/ (See note 0) �'� ; Undisturbed Native Sort 2X Width of Root Boll 5TAK1NCe DETAIL CSECTiON} Tree Trunk Prevailing Wind Direction Tree Stakes yTree Canopy r -N.___._....- Support STAKE- L OCA TION 2X Width Of Root Qalf _TYPICAL SHRUB PLANTING QETAIL FILENAME: L-1dREV 2.0" in Planter Areas 1.0u in Turf Areas FG (Turf) -1 Centerline 05" Rod. Tp. 'of Fence Top Sides Chain Link Fence playground or Wood Fence 2 - 14 rebor install 3" from top of concrete and 3" from bottom of concrete Sand Area z ``,,.`'. *5.0' Min. 0.5 Rod. Typ Top Sides j ,..�: "=:_ = \\ \J/. /.�//\/A -Finished Grade (F.G) 8.0" Planter Area /.�Jfti�/,�/1`� 8.0 Compacted Earth /,N//. 6 0" Thick\� Concrete Mow Strip -1' , %///.�'��/.�/�l.�J//.� Campocted Earth (Fence Footing Not Shown). MOW STRIP AT CHAIN LINK FENCE - NCE OR W FENC M E CMU Block Wolf -vo 0.5" Rad. T)p: Top Sides F.G (Turf) 60" Thick ------- Concrete Mow Strip Footing - *And per opproved pians and specifications and as directed by the Recreation and Parks Director. PLA YGROU.Q SIDEWALK (Monolithic) NO TES: 1. Construct a deep score expansion joint at every fence post and every 15' on oll other concrete surfaces 2. All areas to receive concrete sholl be compacted to 9OX relative compaction to a depth of 6" (a5) or as directed by the Approved Moisture Recreation and Parks Director, �'8arrier on Lot Side 3. Top of mow strip sholl be 10" above finished grade when Lot Grode adjacent to turf and 2.0" above finished grade when adjacent to planter. 4 Mere the grade on the lot side of the wall is higher than the grade on the street side of the wall, water proahng is required See City Standard L-9, Detail D for water proofing Composted requirements Earth 5. A 9.0" wide concrete mow strip is requked for off turf areas i adjacent to oll property lines, planter areas - Detail C, and existing or proposed fences or walls per City Standard L-11, Deto17 A and 8. \\j 6 Any and all changes from this standard detail sheet shall be opproved by the Recreation and Parks Director prior to construction. T. All concrete shall be Class "8n in accordance with City Standards, the latest edition of Section 73 of the Standard Specification, and as approved by the Recreation and Parks Director: 0.5" Rod. Typ. Top Sides 8. This Prosect is Subject to the Requirements of the California Depertment of Water Resources Model Water Efficient Landscape -2.0' in Planter Areas Ordinance (MWELQ) and any other Applicable State and Local Regulation. Contractor is Responsible for Compliance with these Requirements @ MOW STRIP AT WALL (0.5) FG (Turf) -•-1 {6"� Io 10" in Ti`rr fA\et\\�\\\\ a • °.:.• � ,, %\\ ¢ %i•/i� / \/i� .14 rebor on center CONCf2E'TC MOW STR1P FILENAME: L-11 REV 1 or Masonry Wafl EL EVA TION Mrs UUM ,shrub Sidewalk Planter Per ST 8 W1 -t & ST -S vories .JAJGryV1A NO TES: I. Area between the back of sidewalk and the wail or fence at property line shotf be landscaped. Upon dissection of the Recreation and Parks Director, less than 130 linear feet, may not require landscaping, 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 A# ground cover shall be reviewed and opproved by the City Parks Division prior to planting. 4. Al! plant materiol used shall be free from disease and pests and inspected and opproved by the City Parks Division. 5. All plants (shrubs & trees) shall hove an individual bubbler. 6. irrigation system sholl hove a separate point of connection. 7. Shrubs and trees shall be spoced no closer then their diameter at maturity. MINIMUN SIZE RECJUIREMEN TS Trees = 24" Box Shrubs = 5 Gallon Ground Cover = 1 Gollon PLAN Commercial Drive Approach >v rs per City Standard. 8 No climbing vines shall be used to screen the woll or fence 9 Install 6" concrete mow curb at property lines per Detail 1-11. 10. Install a 3" layer of walk on bark mulch throughout plonter area. 11, Any end oil changes shell be approved by the Recreation and Parks Director priar to implementation. Rernovol of existing landscaping shall be opproved by the Recreation and Porks Director. Any removal of existing /andscoping (trees & shrubs) shell be replaced at a rate of 2 for every t removed. Replacements sha# be of Ilse sizes and variety at as directed by the Recreation and Parks Director. 12. This Projbct is Subject to the Requirements of the Colifornia Department of water Resources Model wafer Efficient londscope Ordinance (MWELO) and any other Applicable State and Local Regulation. Contractor is Responsible for Compliance with these Requirements FILENAME: L-14REV 1 • below. Cal I before you ! • N N N O N a -I EXISTING 347 PG&E GAS LINE G' 3 SHRUBS %n 15. POC 2%„ / LL 3/a- ;--,ALD GREEN AVENUE LIMITS OF WORK RELIANCE DRIVE SI- IRRIGATION SCHEDULE IRRIGATION LANDSCAPE METHOD AREA (SQ. FT) % OF TOTAL LS AREA VALVE SCHEDULE 30, 32, 34 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP 0.3 BUBBLER 804 21% 0.06 30 Rain Bird PEB-IVM 1-1/2" Bubbler 15.50 36.29 36.34 1.17 in/h '°� �" � � Rain Bird 1804 -SAM -PRS -1400 Flood 1401 244 30 216 31 Rain Bird PEB-IVM 1" Bubbler 2.50 31.7 31.7 0.86 in/h 1401 1402 1404 1408 Flood Bubbler 4.0" o u with check valve and pressure P p p p 45,856 55,715 REFERENCES CALCULATIONS: 32 Rain Bird PEB-IVM 1-1/211Bubbler 20.75 35.65 36.08 1.19 in/h TOTAL LANDSCAPE AREA regulator with Hunter PCN -25 Nozzle. MAWA = (ETo) x (0.62) x [(ETAF x LANDSCAPE AREA) + (1- ETAF) x SLA] TOTAL ETAF x LS AREA 33 Rain Bird PEB-iVM 1" Bubbler 6.50 32.77 32.84 0.85 in/h 0.37 Rain Bird RWS-B-C-SOCK 1401 AVERAGE ETAF MUST BE 0.7 OR LESS FOR RESIDENTIAL WITHOUTSPECIAL LANDSCAPEAREAS OR LESS FOR NON-RESIDENTIAL & 0.45 34 Rain Bird PEB-IVM 1-1/2" Bubbler 20.25 36.55 37.32 1.25 in/h ESTIMATED TOTAL WATER USE Root Watering System with 4.0" diameter x 36.0" long with locking MAWA - Unknown Cap for future use Cap (as indicated for future use) 60.00 30 36.45 Unknown `, 1401 1402 1404 1408 grate, semi-rigid mesh tube. Check Valve and Sand Sock. Rain 18 30 1/6 IE - IRRIGATION EFFICIENCY (0.75 FOR SPRAYAND 0.81 FOR DRIP SYSTEMS) SLA Bird bubbler option as indicated: 1401 0.25 gpm, 1402 0.5 gpm, SPECIAL LANDSCAPE AREA - (EDIBLE PLANTS, RECREATIONAL AREAS, AREAS IRRIGATED WITH RECYCLED WATER OR WATER FEATURES USING RECYCLED WATER 14041.0 gpm, 1408 2.0 gpm. ANALYSIS /t C I TI Cr L AN ALYSI S SYMBOL MANUFACTURER/MODEL/DESCRiPTION QTY DETAIL Generated: 2022-03-16 11:22 Rain Bird PEB-IVM 1-1/2" 1 ", 1-1 /21', 2" Plastic Industrial Valves. Low Flow Operating 3 P.O.C. NUMBER: 01 Capability, Globe Configuration. With IVM-SOL Water Source Information: Rain Bird PEB-IVM 1" 2 FLOW AVAILABLE V, 1-1 /2", 2" Plastic Industrial Valves. Low Flow Operating Point of Connection Size: 21/211 Capability, Globe Configuration. With iVM-SOL Flow Available 73.26 GPM " -= SCALE: 1 2D' Rain Bird 44 -LRC 1" 1" Brass Quick -Coupling Valve, with Corrosion -Resistant Stainless 2 4/6 PRESSURE AVAILABLE 20' 10' 0' 20' 40' Steel Spring, Locking Thermoplastic Rubber Cover, and 2 -Piece Static Pressure at POC: 40.00 PSI Body. Pressure Available: 40.00 psi Nibco T-1 13-K 2 3/6 DESIGN ANALYSIS Line Size Brass Gate Valve for On/Off Control Maximum Station Flow: 60 GPM X Flow Available at POC: 73.26 GPM X Ca for future use Cap Residual Fiow Available: 13.26 GPM n Cap at the mainline or lateral line for future use. The pressure 1 and flow provided to that location are indicated next to the cap Critical Station: 34 symbol. Design Pressure: 30 PSi Fd Point of Connection 2 1/2" 1 Friction Loss: 2.42 PSI Fittings Loss: 0.24 PSI Irrigation Lateral Line: PVC Schedule 40 3/4" 1,603 Lf. Elevation Loss: 0 PSI Loss through Valve: 3.89 PSI Pressure Req. at Critical Station: 36.56 PSI Irrigation Lateral Line: PVC Schedule 401" 24.4 I.f. Loss for Fittings: 0.07 PSI Loss for Main Line: 0.69 PSI Irrigation Lateral Line: PVC Schedule 401 1/4" 36.9 I.f. Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Critical Station Pressure at POC: 37.32 PSI Irrigation Lateral Line: PVC Schedule 401 1/2" 14.6 I.f. Pressure Available: 40 PSI Residual Pressure Available: 2.68 PSI .00.00-- 400 � ----- Irrigation Mainline: PVC Schedule 40 21 /2" 543.9 Lf. T _ T Pipe Sleeve: PVC Schedule 40 6" 102.1 I.f. Valve Callout # Valve Number NOTE: ;. ALL VALVE BOXES SHALL BE "APPLIED #" # Valve Flow ENGINEERING" BRAND VALVE BOXES, Valve Size WITH HEAT BRANDING. ZONE/VALVE WATER USE / PLANT FACTOR IRRIGATION LANDSCAPE METHOD AREA (SQ. FT) % OF TOTAL LS AREA WATER USE SETTING 30, 32, 34 LW 0.3 BUBBLER 3,007 79% 0.24 31,33 LW 0.3 BUBBLER 804 21% 0.06 TOTAL SQUARE FOOTAGE: 3,811 AVG. PF 0.3 HYDROZONE/VALVE PF IRRIGATION METHOD IE ETAF (PF/IE) LANDSCAPE AREA (SQ. FI'.) ETAF x LS AREA SPECIAL LANDSCAPE AREA (SQ. FT.) ETWU (GALLONS) 30,32,34 0.3 BUBBLER 0.81 0.37 3,007 1,114 0 36,182 31,33 0.3 BUBBLER 0.81 0.37 804 298 0 9,674 TOTALS:L 3,811 1 1,411 1 0 MAXIMUM ALLOWED WATER ALLOWANCE (MAWA) 45,856 55,715 REFERENCES CALCULATIONS: ETAF CALCULATIONS: ETWU = (ETo) x (0.62) x [((PF x LANDSCAPE AREA)/IE) + (SLA)] TOTAL LANDSCAPE AREA 3,811 MAWA = (ETo) x (0.62) x [(ETAF x LANDSCAPE AREA) + (1- ETAF) x SLA] TOTAL ETAF x LS AREA 11411 ETo = 52.4 (KERN COUNTY& CITY OFBAKERSFIEtD) AVERAGE ETAF 0.37 AVERAGE ETAF MUST BE 0.7 OR LESS FOR RESIDENTIAL WITHOUTSPECIAL LANDSCAPEAREAS OR LESS FOR NON-RESIDENTIAL & 0.45 ABBREVIATIONS: ETWU - ESTIMATED TOTAL WATER USE NOTE: ETWU MUST BE LESS THAN MAWA TO BE IN COMPLIANCE WiTH STATE AND/OR LOCAL WATER BUDGET ALLOWANCE. MAWA - MAXIMUM APPLIED WATER ALLOWANCE PF - PLANT FACTOR ETAF - EVAPOTRANSPRIATION ADIUSTEMENT FACTOR (0.55 FOR RESIDENTIAL AREAS AND 0.45 FOR NON-RESIDENTIAL AREAS IE - IRRIGATION EFFICIENCY (0.75 FOR SPRAYAND 0.81 FOR DRIP SYSTEMS) SLA - SPECIAL LANDSCAPE AREA - (EDIBLE PLANTS, RECREATIONAL AREAS, AREAS IRRIGATED WITH RECYCLED WATER OR WATER FEATURES USING RECYCLED WATER Know what's below. Call before you +t ANOTES 1. CONTRACTOR SHALL CHECK & VERIFY ALL SITE CONDITIONS, UTILITIES & SERVICES PRIOR TO TRENCHING. 2. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR MAXIMUM COVERAGE NTH MINIMUM OVERSPRAY. ADJUST ALL IRRIGATION HEADS TO ELIMINATE 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 SHALL PERFORM WORK IN SUCH A MANNER AS TO MEET CURRENT INDUSTRY STANDARDS FOR IRRIGATION SYSTEM CONSTRUCTION. 4. INSTALL RAiBiRD SEAL-A-MATIC HEADS ONLY AT ALL LOCATIONS. 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 RECREA11ON 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 INSTALLED 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 IRRIGATION LiNE UNLESS OTHERWISE NOTED. ALL ELECTRICAL CONDUITS SHALL HAVE 1" MIN. DIA FOR 110 VOLTS AND 2" 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 WITH WATERPROOF MARKERS AT ALL SPLICES, VALVE MANIFOLDS AND CONTROLLER. 9. INSTALL VALVE BOXES 12" FROM AND PERPENDICULAR TO WALKS, CURB, LAWN, BUILDINGS OR LANDSCAPE FEATURES. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE 12" APART. SHORT SIDE OF THE VALVE BOX SHALL BE PARALLEL TO WALK, CURB, LAWN ETC. INSTALL ONE VALVE PER BOX ONLY. 10. DO NOT WILLFULLY INSTALL THE IRRIGATION 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 RECREA11ON AND PARKS DEPARTMENT. IN THE EVEN THIS NOTIFICATION 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 TO BE P7072D 12 OR 14 GAUGE MAXi WIRE INSTALLED IN A 1-1 /2" CONDUIT. CONDUIT SHALL BE SWEPT IN AND OUT OF EACH VALVE BOX USING 90° FITTINGS. 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 COLOR 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 FOR 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 A 12 OR 14 GAUGE MAXi WiRE P7072D IN A 1 1/2" CONDUIT. CONDUIT SHALL BE SWEPT IN AND OUT OF EACH VALVE BOX USiNG LONG 90" FITTINGS. VERIFY WITH CITY OF BAKERSFIELD RECREA11ON AND PARKS DEPARTMENT. 20. CONTRACTOR SHALL PROVIDE & INSTALL A SCH. 80 PVC UNION & BALL VALVE THE SAME SIZE AS VALVE 0 EACH VALVE LOCATION. 21. CONTRACTOR SHALL ENGRAVE THE LETTERS "IR" ON THE FACE OF THE CURB WHERE SLEEVE CROSSINGS ARE LOCATED. REFER TO CITY'S REPRESENTATIVE FOR CONFIGURATION. 22. THE CONTRACTOR SHALL UTILIZE AND/OR PROVIDE AN EXISTING IRRIGATION MAINLINE AND WIRES FROM AND/OR TO ANY ADJACENT PHASE LINE OR DEVELOPMENT LIMITS TO COMPLETE ANY CURRENT OR FUTURE IRRIGATION SYSTEMS, PROVIDING THE SYSTEM CAN PROPERLY MEET THE DESIGNED CONDITIONS. SHOULD THE CONTRACTOR BE REQUIRED TO UTILIZE THE EXISTING FUTURE SERVICES, THE EXISTING IRRIGATION SYSTEM SHALL BE UPDATED WITH ALL THE NECESSARY IRRIGATION EQUIPMENT AS PART OF THE CURRENT PROJECT, PER THE DIRECTION OF THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT REPRESENTATIVE. 23. THE CONTRACTOR SHALL PLACE GROUNDING (ROD, CLAMP AND WIRE) FOR EVERY 500' ALONG THE 2 -WIRE PATH WITH RAINBIRD IVM-SD SURGE MODULE (OR APPROVED EQUAL), PER THE DIRECTION OF THE CiTY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT REPRESENTATIVE. FYTPNn UAIM INF k WIRFS MR RIM IRF UL1l�' 1 L # i - 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE "FIELD RECORD" SET OF BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS, INCLUDING EXACT LOCATIONS, SIZES, AND KINDS OF EQUIPMENT. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS AND SHALL BE THE BASIS FOR MEASUREMENT. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE 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, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE AVAILABLE AT ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION DESIGNATED BY THE LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE LOCATION AND CHANGES 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 LiNE PIPE e. SPRINKLER CONTROL VALVES f. ROUTING OF CONTROL AND COMMON WIRE g. QUICK COUPLING VALVES h. IRRIGATION SLEEVE LOCATIONS i. PLANT MATERIAL SUBSTITUTION OR LAYOUT CHANGES 4. BEFORE THE DATE OF THE FINAL INSPECTION, THE CONTRACTOR SHALL DELIVER THE CORRECTED 'FIELD RECORD' SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE INFORMATION TO CREATE A CLEAN SET OF 'RECORD DRAWINGS'. ALL WORK SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT 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 DRAIMNGS 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 TWO CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED AND ONE ELECTRONIC COPY. b. THE CHART SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND SHALL BE REDUCED IN SIZE TO AND 11"X1 7" SPIRAL BOUND OF THE APPROVED 'RECORD DRAWINGS'. c. THE CHART SHALL BE A BLUELINE OZALID PRINT AND A DIFFERENT COLOR SHALL BE USED TO INDICATE THE AREA OF COVERAGE FOR EACH CONTROL VALVE STATION. d. WHEN COMPLETED 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. NOTES: IRRIGATION SYSTEM IS DESIGNED FOR 40 PSI @ POINT OF CONNECTION. ASSUMED OPERATING PRESSURE = 40 PSI MAXIMUM FLOW = 25 CPM FOR THE HOTTEST MONTH OF THE YEA& IRRIGATION RUN TIME FOR SHRUBS (AT FULL GROWTH) = 10 MINUTES A DAY, THREE TIMES A WE K (SCHEDULE CONTROLLER RUN TIME 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 WEEK BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM. W y t IIII�I Backfill and compact according to VALVE TL•E� 2.5' expansion loo Standard Detail ST -12. See Caltrans finished Grade 6" Maximum 9(1 ° ELL Top of valve box (See for all wires. p Finished Grade _ -- Main Line ANCHOR Standard Specirications for surface �f note JJ on this sheet) treatment or as directed b the �, Concrete �/ \/\f\i\, y ATe�'RAL. LINE i// /ffi /f •/f'i%/ij y \{ \\/\ \ \\�.\\%' / / / , Schedule 80 PVC �ilAIN LIhIE Recreation and Parks Director. �\;\�;�.\\t' /\\��„'�\,�\. Thrus# Block ;ij;�f/�ij�l \ij: �i/�//�: �!/' // // /1' �l ..' . = .�\ .'z. /�. \ \ \ \ \ / `� Resilient Ball Valve & /\ \r Roadway Roadway Edge of Pavement (Typical) / \ �, , 4/ ...a / Extro (spare) Union Assembly (SHOWN IN MULTI LINE TRENCH) ti �� s. ,:...:: (P ) y ,`� Control y N �f\ Flowline : = : ':. \/ Control / ire line size schedule 80 0 ,�/ /\. Cutter ` . , .a Gutter / ( ) N Finished Grade 1.0 10' Finished Grade y , �1 ° \\ Wire / Top of Curb Top of Curb ... urb Batter t ,��, Common O of Curb ..+ : /1\ \\ / ire4 n_ • _ Female Remote Control halve 1,` % -Sidewalk < Sidewalk.;:. . ; �/j,�//\ •:,//i//;/i \ / ,i, `� Adopter ,�,\ Valve ID Tog L,� Backfill ; j n' �`\; Back of Curb z //\ \ �/ '��, ' / ♦ ""� -�"� /f\ / /' % \ Schedule 80 PVC W # \// Street Right -of -Way only Sleeve t\/\1\r\/\/' %\ /� y\ Place irrigation control For large �/ \4 // i\; Schedule 80 �/ \� See detail PLAN V�E�Y // //� ��� /\\ 1.5 behind Right -of -Way- B on > \ wires near the mainline turf heads \ /\ `�.,� ConduitfPipe Q .�.2 L /2 E'LL Nipple (TIT! (Plan spew is for typical v bundled and toped of �j// n f% ;f'� /\\ / CROSS PLUG r this sheet %/\ \\• f0' intervals P *# For small % 6 \� //`1 � ; •, •, `/ \J valve assembly / �'�,, , ` . �\/� /�\\. \ \ \ \� \� \� \/ \� `,,, \ Latera! Line conri urations mo ver z \{ \ /` `�/ A SLEEVE PLAN VIEt�Y •� �� � \/\/�./\/�/�. Main / `� Main 9 Y Y� Place Maxicom wires /\ \i Locate wires at the turf heads :` /�` i\/ �'�/ f 4:.: - \. �i�'� \ '\ �/ \ / near the main line �// ''\\%;\1 \� f / %` \\, \ /\f . • . •; . 1/ • ; •� Y ` Line \. Line , \/ 3 o'clock position. & bubblers ;�/ w ,�/// 7 /, / f / // . -.:. \j ,, .y ��\ ,' \i ,r �� ; ,, To of valve box > of the 9 o clock//\ /\ '/ / `-\\ `\` \ �� `�\ ` \/\i \i \� \� \ ' / �'�' // // ' /r �• .` .:. • //�, Brick P 2.5 expansion loop M Y / ♦ \ �.• f�\ ti / / / J / :;a.. / (1 of 4) ( , for all wires N \ \ \/.�\\c'S\Cry � ;. \\ See note 3 on Finished position. /j %\� `/ / � .�\ �/ `\� this sheet) Grade // / :i /,\• F'L C TRl A CaNDUI T --" /\ \\// \\ Chisel "IR" on Face of Curb // // !////�/� NIJT£S Face of Curb--�.- ® 'R ° °., ..:: ��•f�/j�\ m: �f A RE TE . CQn TRCJ,4 1tA.� i' % Extra �� `.,\\\r\`\i\\\i�� ° I f�l 4 , , \ Control �\ r, 1. When crossing under s . /; f /��/ j t \` �t \/�\/ , i�/ /� NO ES.' control / e / / T / lr I Flow line --•A- - •' � �\ y • ' /��/.�/.�/.�. - -' - \ ,. g d roadways or any other hard surface, e .. �. ;' • - ' '�\/\ \ \\ \\ Schedule 80 % wire /` r NO TES: all electrical wiring and water lines shall be installed with 2.5' of Gutter ' � ti ~ 6.. ` : a: NO TES' �r'�/'.fi '���\�/� � � ' 1. All irn'gotion control valves shall include a Schedule 80 Nipple (TIT) J, hien crossing under roadways or any other hard surface, all 10. All irrigation mainlines 2O in diameter and cover, in a schedule 40 PVC sleeve, Sleeve shall be two times f�/ ♦ f -i 1. All mainlines ;nstofled shall be pressure tested '/ \� union downstream of each valve and a Schedule 80 Common electrical wiring and water lines shall be installed in a schedule less shall be Schedule 40 PVC. Im ation mainlines greater \`/\/�\/`\'/\�\/\/� P �, " " and Female g g g the diameter of the conduit r e, all electrical conduit shop hove�``�':.�f\`�` `�\,� ���\r\ as per r e, Tiffin and solvent where solvent is ;! ;,, Resilient Boll Valve upstream of each valve. See Deto#7 B \Wire .. /PP /`� ti/- P PP 9 ( Adopter 40 PVC sleeve with a minimum of 2.5 of cover per Cit than 2.0 in diameter shall be class 200 ring -lite " ' P \ P y g 1 1/2 min. dila. for 110 volts on 2 min. ilio. for taw vMfogs ;,\ �`,'� used) monufocturer s specif;cotions Manufacturers an this sheet for position of union and bol! valve �/ '\\ � Standard L-3 or as directed by the City Engineer. Sleeve shall PVC Schedule 40 or approved equal by the Recreation testing �\ " \\ g specificotions shall be incorporated into \ T\ o N be two times the diameter of the conduit/pipe. Ali electrical and Parks Director. Irrigation mainlines 4 or greater shall !/\ �� the Pro' Project Plans and Specifications. 2 All nipples shall be Schedule 80 PVC All irffings shall , .\Latero! re) o NN 2 Sleeve shall extend 1.D beyond hardscape on all sides and the l/.` !\\, le P 4$ TEE be Schedule 40 PVC except where ductile iron fillings ore Main t \tine M of conduit shah be 1 minaum diameter for 110 volts and 2 include ducti7e iron fittin a Stems with booster pumps may /`` P 9 / 9 }� P P Y loco#ion shill be marked on the curb fore crud or hardsceape by / , Backflil / r -- minimum diameter for low voltageThere shall be no chane in r urre air a lank s tem eIr Cit Wafer Resources oilmeal. �/ �; \� 45 TEE required, use Teflon tape on oll threaded joints Line �\ \' o N g eq gap Ys P Y chiseling the letters IR .\ itij 2. All trenching depths shall be per City J- Jilted direction under roodwoys or any hard surface. // �! ti`�`��\\�\��\\�\\�\� EL TION D - M � Systems with booster pumps also require pipe joint restraints �. .\/ Standard Detail L-2 and L-.3 f�/3: ; `\// 3. All irrigation centro/ valves shAli be placed in o plastic Brick 0 00 "' 2 Mere the Rainbird Moxicom or 10 irrigation system is with Gloss 200 on mainline gasket pipe 3 Improvements within the dedicated street right-of-way may j�\\ \�� v \\ ': Q -'a .: '� `t : ; : %�.. � ., ., ., .� irr' alien control box with a wive identification fa and (1 of 4 } � � 1 ♦/ "f� / p g I 0 z the Mexicom Goble must not come info contact require a Street Permit. Check with the City Public Warks /j f 3. Portland cement concrete used for thrust / / / / / / ' ./ / / / / / /\i Z t,.. specified, 11. All irrigation instollotion shall be ;n accordance with j �\ ' •.• •: - ; ;: ; \ \� lockable lid marked IRRIGAIIQN by the manufacturer. < J I with the power supply or valve wiring, Locate the Maxicom City standards, the latest opproved edition of the California Department Subdivision Section Car requirements %`� blocks shall be Class B as per applicable moi\ The top of the valve box shall be set of finished grade in .� < .d - cable near the main line at the 9 o clock position. Plumbin Code, Manufacturers Recommendations, Section %\ \�`, provisions of Section 90 of the Standard \��, turf areas and 3' above finish grade in planter areas to w U M Plumbing 4. lunare open cuts ore required to install various irrigotion lines �/ Sleeve Specifications of the California Deportment �\ C R MD T � N TR L VAL V 00 20 at the Standard Specifications, and as directed b the /` /, / �, accommodote mulch. All plastic valve boxes and lids shall s 3 If more than one line is installed per trench, pro de Y and/or wires, all street patching within the Cify right -orf --way �/ Conduit/Pipe of Transportation, approved current edition. 4 , : '`��� a ^ ' Recreation and Parks Director. y A PPr �: be Applied Engineering Type or approved equal lids shall J i 0.5 horizontal and vertical separation. shall be in accordance with current Cly Standards and as directed / f / , s.: • l0. All irri otion installations shall be ;n accordance with Cit Standards w co � by the City Engineer: `'t\i 4. A!1 mainlines (pressure lines) larger than ii/ \�f /i�\/ j :, .s.. be heat branded to identify the valve number. gPP g y o 4. All PVC solvent (glue) shall be T11 Weld -On or opproved 12. All moteriol used shall be new and free from imperfections \ the latest o roved edition of the Califomio Plumbing Code, manufacturers ... (9 ) ". * \ oto equal Primer is required on mainline only \ ,.t�,rr\ ' 2.0 m diameter shall be secured with concrete ri � \/�/,// 4. Valves located in hardscape shall be placed in a reinforced recommendations, Section 20 of the Standard Specifications, and as cV W m � q q y 13. See approved landscape and irrigation plans and legends 5. Any and off changes shall be approved by the Recreation and thrust blocks ;n occordance with monufocturer's \/f\ \�`� \/ concrete box with lid appropriate for the surface conditions directed by the Recreation and Perks Director. LU 5. Landscape and krg otion improvements within the for specific model number, size, quantity, manufacturer, Parks Director prior to implemenfofion. 6" Maximum /\ // p 'g pr recommendation or as directed by the \/ All concrete box lids shall be labeled "1RRIGAIION" by the 11 All new andjor upgraded irrigation systems shall include a master m dedicated street tight -of -way may require an en and performance requirements Recreation and Parks Dkector. g y Y open 6. All electrical installation shall be in accordance with City \\�/` op pro manufacturer. Concrete boxes stroll be Christy Box type or valve and flow sensor as approved by the Recreation end Parks Director. street permit. Check with City Engineering Department � approved equal. 14. All mainlines installed shall be pressure tested as per pipe, fitting Standards, manufacturers recommendotion, section 20 of 5. Thrust blacksralf be used of Ghon sof :f REDUCER for requirements SLEi1E PROFILE VI`W 9e f 45 ELL 12. All materials used shall be new and free from defects and solvent (where solvent is used) monufacturers specifications. the Standard Specifications, and as directed by the Recreation tees char s of velocity S installation of extra (spore) irrigation control wire from 6. Mere open street cuts ore required to install various Manufacturer"s testing specifications shall be incorporated into the and Parks Director direction (bends, ), ge y (p ) � 'ga 9 % patching project P (reducers valves), and pipe dead ends r/\�/\� f\�� f f��/ �/\\/�\\// l irrigotion control clock to remote control valve is required 13, See opproved lendscope/rrrigotion plans and legends for specific irri ation lines and or wrre� all street afchin within ro cl lans and ecificofions \f•; \, �r\/\/\ :.¢ •..•�/1/;�/\ for each valve Extra (spore) wire shall be red, Volve model numbers, size, quantify, manufacturers and performance requirements 7. Afl moteriol used shall be new and free from im erfectians the Cify right-of-woy shall conform to Standard Detail P 6. When thrust blocks are used, the size and ....: , \/ �. control wire shall be black, Common wire shot! be white 15. This Project is Sub jecl to the Requirements of the California • . � (control) ST -11 and as directed by the City Engineer: type of the b/ock;ng must be based on the ' ` \j Instatlotion of extra (spore) common wire (white) is required 1 Any and e/1 changes shall be approved by the Recreation Deportment of Water Resources Model Water Efficient Landscape Ordinance 8. Afl electrical installations within parks or parkways shall be • 7. % and Parks Director Tier to implementation. 6i maximum thrust force expected and the load-\\ and shall be installed with o 25 service loo at each valve box. P P T When (here ;s a change in fitted direction, size, or (MWELO) and any other Applicable State and Local Regulation. Contractor inspected by Public Works Elecfrica! supervisor. \, water velocityall irri ation main lines (pressure lines is Re bearing capacity of the sort \`�� P 15. This Project is Subject to the Requirements of the California Deportment g (p ) sponsrTale for Compliance with (hese Requirements .. • . _ 6. A!/ irrigation control vires (control and common) shot/ •� � � � p -• � _•,� larger than 2.0" in diameter sholl be secured with 9. No non -irrigation conduit or piping shall be allowed within T, AIf anchor rads shall be reinforced steel and `4 •! be 14 gouge U.L. sin a strand copper wire, loped and of Water Resources Model Water Efficient Landscape Ordinance (MWELO) �, � concrete thrust blocks in accordance with manufacturer's 16, Any and all changes shall be approved by the Recreation electrical or contra! line trenching. b //,�./1. �fti/i�//.�//\ �f��/��/�/1� //\�/��1�: g g g °pp P and any other Applicable State and local Regulation. Contractor is ' �, N and Perks Director prior to implementation. a minimum of 0.5 in diameter \\/ ``a/�\/�� f/\/ bundled of 10 intervals and placed near the irrigation `� � � N recommendation, Cit Standard Deto7 L-4 or as /,f Responsible for Compliance with these Requirements � � o Y IQ Where Rainbird Maxicom or 10 system is specified, the \\/ mainline at the 3 a clock position. Contractor shall ups;ze04 directed by the Recreation and Parks Director. satellite Communication Cable, Flow Sensor Coble, and Master 8. Evenly coal iron fittings exposed to concrete with �j� wire gouge as necessary for long wire runs o FILENAME: L-2REV FILENAME: L-3REV 3M Scotch Ra 51 Block PVC Tope with J14" overtopFILENAME: L-4REV FILENAME: L-6REV •�$' N 8. All irrigation loterol lines shall be class 200 PVC. DATE REV Valve Wire shat! be placed inside a 1 Sc hedale 40 conduit for DATE REV P'� aP / DATE REV P app DATE REV f9� ai- T. Ali wire connections shall be waterproof and roved If a lateral line is located under a hard surface, 9/20, streetscapes and 1 112 Schedule 40 conduit for parks STANDARD n p 9/20 9 All concrete thrust blocks shall be in accordance n p 9/20 b the Recreation and Parks Director. Splices will not 9Z20 Schedule 40 PVC is required. All irrigation lines STANDARD DRAWN Master Valve Ware shall be rated for direct burial and shall be J T A N D A R D 18A STANDARD DRAWN y �• STANDARD DRAWN DAH ew DC DAN/8w/DC with the latest approved edition of the California DAH/ew/DCC be allowed unless approved by the Recreation and DAH Bw C < located undet a hard surface shah be installed in a blue in cater, �, DETAILS FOR cHEacEO DETAILS FOR alEa+cEO Plumbing Code. c�cKe:O Parks Director. The approved splices will require the c�cCo schedule 40 PVC sleeve per Standard Detor7 L -J F. Gonzalez F Gonzalez F Gonzalez DETAILS FOR REMOTE F. Gonzalez PiPING, TRENCHING, scAEE 11, this Pro' t is Sub'ct to the Requirements of the ELECTRICAL CONDUIT, TRENCHING, SCAB DETAILS FOR use of a valve box. labeled splice on the lid. N.T.S.� � eA N.T.S.J0. This Project is Subject fa the Requirements of the scAe.E N.T.S. CONTROL VALVES SCALE N.ts. 9. No nan--Irrigation conduit at piping shall be AND BACKFILL California Department of Water Resources Mode! Water Efficient SLEEVING AND BACKFILL California Deportment of Water Resources Model Water Efficient THRUST BLOCKS allowed within the irrigation in or control line trench. APPROVED STANDARD ' DETAIL Landscape Ordinance MKZO and an other Applicable State APPROVED TANDARD DE ran APPROVED STANDARD DETAIL 8. Maintain 2.0' separation between remote APPROVED STANDARD DETAIL 9 PIP g ap ( ) Y PP Landscape Ordinance (MOFIO) and any other Applicable State control velves (centerline to centerline) when more than >_ CITY OF EA►KE and Local Regulation. Contractor is Responsible for CITY OF BAKER�ELD and Local Regulation. Contractor is Responsible for CiiY OF B LD CiTY OF 8 LD m C A L-2 Compliance with these Requirements CAL.IFOF�A L-3 Compliance with these Requirements CALIFORNIA L'_ �' one valve is installed in the same location t„ CALIFORNIA L-6 19 Mb Ce ENGINEER PUBLIC WORKS DEPARTMENT CI ENGINEER PUBLIC WORKS DEPARTMENT CI ENGINEER pU@UG 1+►+pR}{$ DEPARTMENT 9 mere possible, locate valves in the planter areas CITY ENGINE US= WORKS DEPARTMENT *12" for Spray Heads NOTES. 2.0'* � 3" for Bubblers (See Note ,� 5) 1. Use Teflon (PTFE) tape on all treaded joints. Teflon tope is not required on Marlex fittings 2 Alf risers and nipples shall be Sch. 80 AVC. AU fr'tlings ::: : = ,� ,� , • ��\ �\ �\ • Finished Grade (See Note 1) shalt be Sch. 40 PVC \\/j\� f�� cn 3. All laterals shall be Class 200 PVC or as required on plans\ `/ tD" Round Valve Box with Cover. Ileal Brand "QCV" on Cover. o Finished Grade See Note 1 Finished j/ j 6- Flex Nipple (TIT) 4 Men irrigation heads are installed within embankments, a . ti`s �,\,�( ) in Grade \� droin valve or check valve is required to prevent erosion. Check Quick -Coupling Valve w1 Locking Cover. w N. �� �,�� 0 (ST) or valves and/or droin valves shall be installed at locutions shown 10 Round Valve Box and Locking Lid. Heat Brand "GV" on Top of lid. er Tee (SST) in opproved plans per manufacturers recommendation, as Stainless Slee! Gear Clomps Lateral Line \\ \\\ii necessitated by site conditions, and as directed by the Recreation •/:�/�. /�'� .. /. //4/i�/�/, and Parks Director. All turf rotors shall include a stainless steel PVC SCH 80 Nipple *Typical shrub head shall be 12" pop --up for spray nozzles and 4" riser. "' ` " (Length as Required) pop-up for bubbler. Use of flex risers shall be as directed and 5. Alt heads and risers shall be placed 2' (24") from concrete approved by Recreation and Parks Director: and asphalt areas All large radius irrigation heads (part circle) f�shall be 2'(24)' from concrete and asphalt areas O 3 Layer of 3f4• -Inch Washed Grovel \�� \ / � BCI '38' ER r;S- SPRA Y HEAD /\/ Hei ht of o u heads shall be as follows:% Height p p- p Brick (1 of 2) 6 for turf areas 12 for shrub sproy areas \\r \/, s .4ii � a�� '\ " 8" Diameter Vertical PVC Sleeve with Rain Bird TSJ Triple Swing Joint 3 4'" for bubblers 12 for groundcover areas notch to fit over mainline pipe~ v B Mere port circle irrigotion heads ore odjacent to a building wall, locate heads 1.0' minimum from face of building wall to back of PVC SCH 40 TEE OR ELL Bross Gate Valve as per opproved plans Sch. 80 PVC %\ Finished head. Field odlust to prevent oversproy on wall. >� 10 Nipple (T/T) \ / Grade T All trees shall include a deep roof watering system (Rainbird RWS series or approved equal). Two (2) per tree. PVC Mainline Pipe10. 8. Triple swing joint assembly shall be Rainbird SA Series for Triple Swin Joint / //� g \ \ pop -ups and TSJ series for rotors or approved equal. 9. Any and all changes from this standard detail sheet shot! (2)4 Rebar with Stainless Steel Gear �) ��� •--- PVC Mainline Pipe sized as per plan Z 1\1/f.�ti/,ice/f% f-/�/l�/1 /i by approved by the Recreation and Parks Director, Clams or E ivofent Support S teen. i p \'` \\ \\!` 10. See approved landscope and irrigation plans, legends and A 9u PP Ys ,\��\\\1y o o \\,�\\i�\\/a\\'`• Lateral line � \\� specifications for specific model number(s), size, quantity, co 1N, IN f " " manufacturer, end performance requirements 3 Layer of 314 -Inch Washed Grovel install Top of Head 0.25 above F.G. 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 Mate adapter (1 of 2) �. Instal! Top of Head 0.5" above top of mulch. Landscape ordinance (MLO) and any other Applicable Stole NO TES: and Local Regulation. Contractor is Responsible for Common Brick (1 of 2) V LARGE RADIUS t I.IFAl d o t tom Mount) Compliance with these Requ remenfs P 1. Valve Box shall be 112" above finished grade in turf area where sod will be installed and flush where seeded. Box shall be 1/2' above bark mulch in planter areas �$ Finished Grade NOTES: � Finished Grode/ Top of mulch __ 2. Furnish fittings and pgaung nominally sized identical to nominal quick coupling valve inlet size, a: 1, Valve Box shall be 112 above finished grade in turf area where sod will/ be installed and 4 Locking grate (included) �� 3. All material used shall be new and free from imperfections flush where seeded Box shall be 112 above bark mulch in planter areas Rain Bird 1401 0.25 gpm Bubbler (included) �j 4. Any and all changes shall be approved by the Recreation and Parks Director prior to 2. A# material used shall be new and free from imperfections �' Sch. 80 PVC f� \\' implementation. Nipple (TIT) `.��\ /\\ 3. Any and all changes sholl be approved by the Recreation and Perks Director prior to co 5 This Project is Subject to the Requirements of the California Department of Water implementation. " Resources Model Water Efficient Landscape Ordinance (MWELO) and any other Applicable State 12 swing assembly (included) \`� � Triple Swing Joint ./ /`` and Local Re u/otion. Contractor is Responsible for Compliance with these Re uirements 4, This Pro' f is Sub' ct to the Requirements of the Colifomia Deportment of Water 9 sP Pl • 9 1� 1e q eP CM 1/2" male npt inlet (included) r`.�% /� Resources Model Water Efficient Landscope Ordinance (MtiELO) and any other Applicoble State '.1 V 6. A!1 irri tion installation sholl be in accordance with Cit Standards the latest accepted /\/.\\ \\f �° Y ep arrd Local Regulation Contractor is Responsible for Compliance with these Requirements PVC SCH 40 Tee or Ell // / / \ edition of the California Plumbing Code, manufacturers recommendations: Section 20 of the Lateral Line I Standard Specifications, and as directed by the Recreation and Parks Director. 5. Alf irrigation installation shall be in accordance with City Standards, the latest accepted t9 '�\' edr7ion of the California Plumbing Code, manufacturer's recommendations, Section 20 of the Lateral line PDP UP SPRA Y HEAD Standard Spedkotion� and as directed by the Recreation and Parks Director. (Bottom Mount) 4" wide x 36" long rigid basket For small turf areas, shrub sproy areas, and pop-up bubbler use. weave canister (included) FILENAME: L-8REV FILENAME: L-15-Ouick Coupling Value FILENAME: L -16 -Gate Value Ui DaTE REV (RWS•-sock) May be required DATE REV 20 c DATE REV 9/20 g/Z0 a for sandy soils STANDARD °R"a I BW oc STANDARD DRAWN DC STANDARD DRAWN DC NecKED QUICK COUPLING VALVE 3MED GATE VALVE WITH BOX CMEC�CED Rain Bird RWS-8-C-1401 (includes retainer, 36" tube, DETAILS FOR VARIOUS F. Gonzalez FG DD FG D 0.25 gpm bubbler & integrated check volae" 4" grote IRRIGATION HEADS SCALE N.T.S. �"'� N.T.S. SCALE N.T.S. versatile swim assembly with 112" m rpt inlet STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL g Y / P � APPROVED APPROVED APPROVED L ROOT WA T RIN Y TEe A CITY OF BAKERSFIELD CITY OF BAKERSFIELD L- CITY OF BAKE SIFIELD L--1 11t CALIFORNIA L-8 CALIFORNIA CALI�QI�IIA CIT ENGINEER PUBLIC WORKS DEPARTMENT UrY ENGINEER PUBLIC WORKS DEPARTMENT CiTtJENONEER PUSUC WORKS DEPARTMENT Know what's below. Call before you dig.. Grate cap. Pressure compensating bubbler. (See irrigation legend for make and model). ^��--- Finished grade. Check valve. Pre - assembled swing joint. Sch. 40 PVC tee or elbow. Lateral line pipe. (See irrigation legend). Notes: I 11) 1- Install per manufacturer's specifications and recommendations. 2- Contractor shall settle soil around the root watering system with water so air pockets are eliminated. URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE FX -IR -FX -HEAD -03 OMODEL PCB BUBBLER QFINISH GRADE ORAINBIRD SA SERIES SWING ASSEMBLY 0 LATERAL TEE OR ELL OLATERAL PIPE Qaaa� �aQo SA SERIES SWING ASSEMBLY INSTALL ONE PCB BUBBLER r r r r SHRUB r r r PER TREE r PER HUNTER SPECIFICATIONS I Sul I owl owl u I OR- to] Ilk, awlilagn,11:4 a NOT TO SCALE FX -IR -FX BUBR-05 10"X15" RECTANGULAR BOX WITH 6" EXTENSION. ISOLATION BALL VALVE AS SPECIFIED, SAME SIZE AS MAIN LINE. SCHEDULE 80 THREADED NIPPLE AS REQUIRED. ADAPTER. PVC MAIN LINE. —� TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF BOX. 1/2" WIRE CLOTTH GOPHER SCREEN, WRAP UP SIDES. I as] i= WaTma L% Mej W, na I Is] o vz MAI kyj g 1 1/2" = 1`-0" SET BOX FLUSH TO GRADE. FX-IR-FX-ISOV-02 1O FINISH GRADE/TOP OF MULCH O QUICK—COUPLING VALVE: RAIN BIRD MODEL 44LRC O VALUE BOX WITH COVER: RAIN BIRD VB-6RND O4 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL O PVC (LEGT80 NIPPLE H AS REQUIRED) 6O BRICK (1 OF 2) O7 PVC SCH 40 STREET ELL 8O PVC SCH 40 TEE OR ELL 9O 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 GENE.RAL TION 1. INSTALL MATERIALS AS CALLED OUT IN DETAILS AND AS PER SPECIFICATIONS. 2" MINIMUM, 4" MAXIMUM — 2" ABOVE FINISH 2. THERE SHALL BE NO DELETIONS OR SUBSTITUTIONS WITHOUT THE APPROVAL OF THE CITY, BELOW TOP OF BOX. GRADE AT SHRUBS. DEVELOPER, AND LANDSCAPE ARCHITECT. 10X15 RECTANGULAR VALVE BOX. 3/4" ABOVE FINISH 3. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR MAXIMUM COVERAGE WITH MINIMUM OR NO REMOTE CONTROL VALVE, ONE PER BOX. GRADE AT LAWN. OVERSPRAY. LANDSCAPE ARCHITECT SHALL HAVE FINAL APPROVAL.. PLASTIC I.D. TAG AT EACH VALVE. 4. COMPONENTS LOCATIONS ARE APPROXIMATE AND DIAGRAMMATIC AS INDICATED.. WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. 5. ALL IRRIGATION LINES RUNNING UNDER PAVED SURFACES SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES. NO DIRECTIONAL CHANGE IN THE IRRIGATION SYSTEM SHALL BE INSTALLED UNDER w OUTLET PIPE SAME SIZE C14 = i=_s � 1 �- M � "" PAVEMENT OR HARDSCAPE AREAS. ALL SLEEVES SHALL BE A MINIMUM 2 TIMES LARGER THAN THE ¢ VALVE, 24" MIN. AS C' TOAS FIRST FITTING. 2„ ' CLR I I IE I i , =� IRRIGATION LINE. ALL SLEEVES CROSSING LOCATIONS INDICATED BY CHISELING "IR" ON THE FACE OF THE CONCRETE CURB. VERIFY WITH C.O.B. FOR APPROVED METHOD AND TYPE. 0 45 DOWN AS REQ. T __, _ ____ 6. ALL SYSTEMS SHALL BE DESIGNED FOR OPTIMUM PRESSURE AS PER IRRIGATION EQUIPMENT m LATERALL MANUFACTURE. PRESSURE AT EACH HEAD SHALL BE WITHIN OPTIMUM RANGE SPECIFIED BY PIPE MANUFACTURER.. �- DEPTH. 0Q0 ° 7. DEVELOPER SHALL PROVIDE ELECTRICAL POWER TO THE CONTROLLERS' LOCATIONS. CONTROLLER 00 o� LOCATIONS ARE SHOWN DIAGRAMMATICALLY. FINAL LOCATION SHALL BE APPROVED BY RECREATION ��Q baa � AND PARK DIRECTOR AT CONSTRUCTION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INCREASE LATERAL 0 " FINAL CORRECTIONS. UNE AS PER IRRIGATION PLAN. 8. POINTS OF CONNECTION SHALL BE TO EXISTING WATER LINE. SEE WATER LAYOUT PLANS AND CONCRETE BRICK SUPPORT, PLUMBING PLANS FOR EXACT LOCATIONS. TWO ON EACH SIDE. SCHEDULE 80 RISER. MAIN LINE. 1 1/2" = 1'-0" 6" THICK LAYER OF PEA GRAVEL. FX -I R-FX-RCV-04 9. CONTRACTOR SHALL INSTALL CONTROLLERS PER CITY AND MANUFACTURER'S SPECIFICATIONS IN A STRONG BOX MODEL 22 --SS ENCLOSURE. VERIFY WITH CITY PRIOR TO INSTALLATION. INSTALL AS PER C.O.B. SPECIFICATIONS. 10. QUANTITIES INDICATED ON IRRIGATION SCHEDULE MAY NOT BE ACCURATE. CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL MATERIALS AS PER PLANS. 11. ALL IRRIGATIONS VALVES SHALL BE INSTALLED IN SQUARE STANDARD BOXES AND QUICK COUPLERS SHALL BE INSTALLED IN 10" ROUND BOXES, APPLIED ENGINEERING OR APPROVED EQUAL (PER C.O.B.). EACH BOX LID SHALL BE HEAT BRANDED FOR APPROPRIATE IDENTIFICATION. VERIFY WITH C.O.B. FOR EXACT CONFIGURATION. 12. CONTRACTOR SHALL PROVIDE & INSTALL A 12 OR 14 GAUGE MAXI WIRE P7072D IN A 1 1/2" CONDUIT. CONDUIT SHALL BE SWEPT IN AND OUT OF EACH VALVE BOX USING LONG 90° FITTINGS. VERIFY WITH CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 13. CONTRACTOR SHALL PROVIDE AND INSTALL TWO ROOT WATER SYSTEMS AND A POP --UP BUBBLER AT THE REAR PER TREE. VERIFY WITH C.O.B. FOR EXACT CONFIGURATIONS. 14. CONTRACTOR SHALL PROVIDE AND INSTALL A SCHEDULE 80 PVC UNION AND BALL VALVE, THE SAME SIZE AS THE VALVE, AT EACH VALVE LOCATION. VERIFY WITH C.O.B. FOR EXACT CONFIGURATIONS. 15. THE DEVELOPER SHALL BE RESPONSIBLE FOR ASSURING THAT ANY CONCRETE FOOTINGS FROM THE ADJACENT BLOCK WALL DOES NOT INTERFERE WITH THE INSTALLATION AND/OR LOCATION OF THE IRRIGATION AND LANDSCAPE MATERIALS. 16. CONTRACTOR SHALL PRESSURE TEST MAINLINE AT A MIN. OF 125 P.S.I. FOR (2) HOURS. TO BE VERIFIED BY THE C.O.B. 17. THE CONTRACTOR SHALL UTILIZE AND/OR PROVIDE AN EXISTING IRRIGATION MAINLINE AND WIRE FROM AND/OR ANY ADJACENT PHASE LINE OR DEVELOPMENT LIMITS TO COMPLETE ANY CURRENT OR FUTURE IRRIGATION SYSTEMS, PROVIDING THE SYSTEM CAN PROPERLY MEET THE DESIGNED CONDITIONS. SHOULD THE CONTRACTOR BE REQUIRED TO UTILIZE THE EXISTING FUTURE SERVICES, THE EXISTING IRRIGATION SYSTEM SHALL BE UPDATED WITH ALL THE NECESSARY IRRIGATION EQUIPMENT AS PART OF THE CURRENT PROJECT, PER THE DIRECTION OF THE CITY'S RECREATION AND PARKS DEPARTMENT'S REPRESENTATIVE. below.Anow what's rs A2 06 N N N IIII ■ k t ■ ar # # r # r # Awk ■M =I I= ■ #• NL Rbl: a Im W.11 ON I Gbig' a :11 =Ks] Z I I V Ell : • A 4,,. ■ R 1F 3 ■ FF k. R # Jla r ■ ■ 20 A 4 4 4 .11 ■ 3N ■.. � ::. � � �'' IIF.......- .. ■ j R x IF a ,t r r # # r 1 ■ # r ■ . # # r ■ * Y t ow 'NOW! �' ■ M ■ "PIC -1 # Airl to ■ # ■ y ■#�■ w ■ r t �; 1 � 7 i � � � 4 A ■# # # # # r Y 4 : 4 ■ ■ ■ ■ 4 R # ■ ■ 3 1......... ■ 4., # # A Y 4 ■ # J......... 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