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HomeMy WebLinkAbout1.5-6442GENERAL -. ', PROJECT DIYIrr'. !i. 1. PRIOR CONSTRUCTION, TO ANY PHASE OF ALL UTILITIES, METERS START WATER) ',.UST BE SET AND FULLY OPERATIONAL 2. CONTRACTOR SHALL BE RESPONSIBLE iAM i MEETING ALL PUBLIC STANDARDS WILL ALSO CONTRACTOR i,: RESPONSIBLE CONTACTINGFOR PUBLIC START ELECTRICAL AND WATER SERVICE FOR CONSTRUCTION. 3. CONTRACTOR Li SHALL BE RESPONSIBLE .I s MEETING ALL ■ i !, i is i A 3 PUBLIC UTILITY STANDARDS, SPECIFICATIONS AND METHODS OF CONSTi,, i CONTRACTOR AM SHALL BE RESPONSIBLE R i CONTACTING BAKERSFIELD RECREATION x AND j PARKS i DEPARTMENT, #'° AND 49 PUBLIC WORKS, (661) 326-3FOR AN ON —SITE PRE —CONSTRUCTION � A i � i . i `. i ■ � � L i � iAI F iIF �YY � #►: � i a. AT THE START OF LANDSCAPE CONSTRUCTION b IRRIGATION iA PERFORMANCE ii # AND # COVERAGE c. PLANT MATERIALS AND PLACEMENT OF PLANT MATERIALS, GUYING • STAKING PROCEDURES l►Ri r'„ iT THE ',, OF CONSTRUCTION PRIOR i is START OF POST—INSTALLATION MAINTENANCE, AND e. AT ,, POST -INSTALLATION AA MAINTENANCE L PERIOD i WRITTEN OF (OWNEROS) ACCEPTANCE. 6..., CONTRACTOR A#i PERFORM i MAINTENANCE ■ F IDENTIFIED SPECIFICATIONS. ALL COST INCURRED UNTIL THIS TIME WILL BE AT THE EXPENSE ■ i' 7. CONTRACTOR Ai RESPONSIBLE iB i SECURING FINAL WRITTEN ACCEPTANCE BY CITY OF t` D:.... R RECREATION AND PARKS A DEPARTMENT i i... OWNER'S REPRESENTATIVE FO PiA.. i THIS WORK. .,. CASE WILL THE CONTRACTOR R a.',, i BE RELEASED i FROM MAINTENANCE A IRRIGATION ii OR MAINTENANCE DAMAGED,AND REPLACEMENT OF DEAD, DYING, OR OTHERWISE UNSUITABLE PLANT MATERIAL UNTIL THE CITY OF BAKERSFIELD RECREATION AND PARKS a,REPRESENTATIVE, WRITING, ACCEPTS CONTRACTOR8. DRAINAGEIS POSITIVE SURFACE PLANTERS, i AREAS FROM PLANTING POSITIVE K L DRAINAGE CITY OF SFIELD i... iEATION AND i,,. is i '... i i PARKS • DEPARTMENT INSTRUCTIONSREPRESENTATIVE PRIOR TO PROCEEDING FOR WRITTEN AUTHORIZATION AND PROCEED. i ■ ■ ■ i # � AI A i - � WI � r it Ir i= 7 i IF 7 QUANTITIES10. ARE Illy K isSFIELD RECREATION ,,,. A AND PARKS DEPARTMENT ESTIMATE CONTRACTOR #i. SHALL ',,, RESPONSIBLE i i,,.. THI IUSTALLATION OF ALL MATERIAL APPEARING ON PLAN. 11. DO NOT WILLFULLY PROCEED i CONSTRUCTION AS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST ■, MAY NOT HAVE BEEN KNOWN DURING CONDITION SHALL BE IMMEDIATELY REPORTED IN WRITING TO THE ATTENTION OF THE CITY OF B A K i ■ RECREATION ' AND PARKS DEPARTMENT. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. i i A • #,,,. is � i # �,. j. A i.. rY t � � IIM a i i A # A 11* A" illr&l:IVAj'L*jjV $ i •',,. i46001 421- i it a A FINAL LOCATION ALL PLANT 1 MATERIALS ia SHALL BE APPROVAL OF THE CITY OF BA iii'' i RECREATION AND PARKS i DEPARTMENT REPRESENTATIVE. .......iF 15. CONTRACTOR SHALL NOTIFY CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT OBSERVATION �... � � A i is ! A � h �,,.. • L i � A A � iARL III WIT" K # OL a 1 I I ym i i Iml in 1 i a 18. NO PLANTING SHALL BE PLANTED UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED. FINAL GRADES HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND SOIL PREPARED, AND THE WORK APPROVED i1ri BY THE CITY OF BAKERSFIELD RECREATION /i Ai,,,. A ■ PARKS DEPARTMENT OR OWNER'S REPRESENTATIVE. PROVIDE 19. iOOT BARRIER TREES ,.E ANY EXISTING i.. IF.. PROPOSED i 1r 11Yy : D VING OR STRUCTURE. ! 21. CONTRACTOR CONCRETE i IIF. #IY,,,. SHALL >� INSTALL ',. a,: L i CITY OF CONSTRUCTIONBAKERSFIELD STANDARDS AT EACH PHASE LINE AND LIMIT OF 22. EXISTING PLANT i ''.., FOR REFERENCE i MATERIAL ,, is : i i RESPONSIBLE SHALL PLANT NTH NEW CONDITION i MATERIAL CONTRACTOR .:. B REGARDING; A REMOVAL, ,,..,,,,. A RELOCATION, O ■ MAINTENANCE DURING i ORDER R CONSTRUCTION DRAWINGS. 23. THE CONTRACTOR ,,.. #i SHALL PROVIDE NECESSARY ,,, Ili BARRICADES t llMill►i,,. ORDER TO FILL THE REQUIREMENTS ■Y # F EXISTING PLANTING i .,,. iPER SPECIFICATION. i l.. i ■ a... i A �� � L � a i L K i A i A x A: i 7iM i,' ■ i Ili LA 25. ALL TREES MM, UTILITY LINES ARE 1 CHANGE PER CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT. 26. CONTRACTOR AOi SHALL DEMONSTRATE i a OWNER'S REPRESENTATIVE MIIMa FURNISHING AND INSTALLA11ON OF SPECIFIED SOIL AMENDMENTS WHETHER A SOILS TEST IS REQUIRED i OR 27. CONTRACTOR 1i RESPONSIBLE * i CARE AND MAINTENANCE LANDSCAPE AND IRRIGATION siK.. DURING CONSTRUCTION. 28. EXISTING IRRIGATION i REMAIN OPERATIONAL DURING L j t i a a CONSTRUCTION. so So y ■ i f a i,.,, a A A i i i : i'... ONi i i A ■ i 11/ i i 1 M ■► i i L i a A a ,� i A,, r n ii ■ a 1 STINE ROAD e P.M. w 3 4 w . �i ,: Y i4 C 1 ♦ ♦ r • 'BERKSHIRE ROAD 2 ... - MIS ... TRACT No. 6066 MY 771 ..UNIT 1 6 iF 17 w # # i rY A • w # 52 49 60 iIMM I� Illlr� r k# t � a A, THE SQUARE FOOTAGE OF THE PUBLICLY MAINTAINED PORTION OF THIS PROJECT AS MEASURED FROM THE FACE OF WALL TO THE BACK OF SIDEWALK ALONG STINE ROAD IS: 6*466 S.F. MEDIAN LANDSCAPE AREA ALONG STINE ROAD IS: 3*293 S.F. INDEX OF SHEETS 1 COVER SHEET 2 STINE ROAD — PLANTING PLAN AND NOTES 3 STANDARD DETAILS 5 IRRIGATION NOTES AND CALCS 6 IRRIGATION DETAILS 7 IRRIGATION STANDARD DETAILS 8 SPECIFICATIONS 'LL POINTS OF CONNECTION FOR ELECTRICAL y SERVICE R,,, IRRIGA11ON SYSTEMS SHALL BE INDEPENDENT FROM THE TRAFFIC SIGNAL SOURCE/STREET STERILIZEDPRIOR TO ANY PLANTING OF NON —TURF AREAS, THE SOIL OF ALL SUCH AREAS SHALL B - E WITH A CHEMICAL RECOMMENDED BY A CER11FIED PEST CONTROL/ # APPLIED BY CERTIFIED CONTROL APPLICATOR. PRIOR TO FINAL CITY ACCEPTANCE, A PRE —EMERGENT CHEMICAL SHALL BE APPLIED BY A CER11FIED PEST CONTROL APPLICATOR. r i N0110E IS REQUIRED ! D PRIOR OA START CONSTRUCTION. CALL McINTOSH r BEFORE OR . ANY EXCAVATION aCONTACT A UNDERGROUND SERVICE ALERT,* LOCATIONS OF EXISTING UTILITIES. BENCHMARK: ', i TOP # CONCRETE MONUMENT 7 LAMPHOLE AT THE INTERSECTION ROAD AND BERKSHIRE ROAD. ELEVATION •,:,. 1,,,. t ENGINEERYS STATEMENT. I HEREBY STATE THESE PLANS AND SPECIFICA11ONS COMPLY WITH CITY OF BAKERSAELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. VIOLATIONS I AM RESPONSIBLE FOR ALL CALCULA11ONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR AND DESIGN CRITERIA SHALL SUBMITTEDBE CORRECTED DURING CONSTRUC11ON AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS Z1 Lvm RECREA11ON AND PARKS DEPARTMENT DATE REVIEWED BY: 06001���� It /30 / Zj TRAFFIC ENGINEER DATE REVIEWED BY: STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR DATE CITY OF BAKERSFIELD • • 9 STUART J. PATTESON, ACTING PUBLIC WORKS DIRECTOR DATE CITY OF BAKERSFIELD APPROVED BY THE CITY ENGINEER ONLY FOR AREAS OF PUBLIC MAINTENANCE. APPROVED BY: 0 PANAMA LANE RE 26ROAD Ld SITE < HOSKING AVENUE VICINITY Ifir`: ' TO SCALE VICINITY Ifir`: ' TO SCALE MEDIANOfill'IffiTi WITA PARRS DEPARTMENT R TEXTURED 1 AND > 7 TRACT No. 6141 r M.BK. ti f ti g w t_1 EE C MEDIAN COLOR AND LAYOUT (TYP) CONT CAL SIZE CANOPY ROOTING !! Box {! !! Medium 42 Deep CONT CAL SIZE CANOPY ROOTING {/Box 11 {{ a John' BOTANICAL / COMMON NAME CONT Little i r r REFERENCE NOTES SC.,HEr;)ULE Strip Concrete Mow SYMBOL DESCRIPTION CITY !! !! PER C.O.B. « ■ w � ` j ; ■ ■ � y � :.. � i i � � ■ k ....... � ■ . « � # �. ■ t is ■ A x M t ■ . . ■ ■ ■ ■ ■ w i i =,. . . ■ A i . ■ ■ « x ■ w ■ w t, w i R ■ R # kIF A ■ ■ 3 ■ . . . ■ rw ■ ■ . i + t « ■ r i w ■ . ■ r # i « ■ ■ # � x ■ is # i # i i . r A ■ ■ . t A t j #, . .......... A b 3 t ■ Y i,. # Y t « i . ■ ■ ■ i ■ ■ « « ` ■ # i t ■ ■ i « t + 1 t # ■ . r ■ A i ! F ■ A R........ i R ■ ■ 1 1 ■ i � - � ■ + ., i « � 1 # # t �',, i # r w �{ . ■ # t t R ■ !!� 3 t i R i � ■ �' �! � ■ # ■ : � . . « i.. ',... A ■' ■ y ■.., �......... i A i..... M ME 00 In k(j STtNE ROAD CONSTRUCT MEDIAN PER C.O.B. DETAIL L-12 CONFIRM WITH PARKS DEPARTMENT FOR TEXTURED MEDIAN COLOR AND LAYOUT (TYP) LINE OF SITE (651Y) ALL TREES BE PLACED BEHIND RTO SHEET 3 FOR EFEEM D PLANTING DETAILS AND NOTES 21. ALL PLANTS ,...... D PLANTING SHALL BE :... THE 1 YEAR MAINTENANCE PERIOD aN BEGINNING AT THE FIRST DAY OF THE MAINTENANCE PERIOD. 22. ALL DEAD, DAMAGED OR BROKEN PLANT t MATERIAL, ■A GROUND COVER, SHAH BE REPLACED ■ INTERVALS. 23. WILTED PLANT PLANTED # * « t -. A SHALL NOT BE THE PROJECT. 24. CROWN OF PLANT SHAH BE JUST SLIGHTLY HIGHER, AFTER THAN THE ADJACENT GRADE. PLANT25. PRUNING OF TREES OR MATERIAL TOLERATED. 26. PROCEED WITH PLANTING AFTER TESTED ■ APPROVED BAKERSFIELD RECREATION # PARKS DEPARTMENT. ARE NECESSARY, CONTRACTOR SHALL PROVIDE '...A j LIST TO BE APPROVED ■ PARKS ACCEPTEDDEPARTMENT PRIOR TO INSTALLA11ON AND AT NO ADD111ONAL COST TO OWNER. IF OR SPECIFIED, CONTRACTOR PRICE WILL BE ADJUSTED IN ACCORDANCE NTH THE PROVISIONS ■ CONTRACT. ',, PLANTER ■ 28. Y AREAS SHALL HAVE x OF SHREDDED MINIMUM OF BARK MULCH IN ALL BEDS, DISTURBED r ■ PLANTING EDS ■ON COMPLETION ■ EACH PLANTING : AREA, SPECIFIEDWISE : PLANS. i M, 29. CONTRACTOR SHALL PROVIDE #i BAKERSFIELD RECREATION AND PARKS DEPARTMENT NTH SAMPLES AND/OR LITERATURE . REVIEW AND APPROVAL ■■3,; TO 1" REDWOOD BARK CHIPS SUPPLIED FORM A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN COLOR AND FREE FROM WEEDS, SAWDUST, i SPLINTERS. ANY DYED PRODUCT WILL NOT BE D... STAKES:B. TREE DIAMETER J SAWN PRESSURE TREATED HOLES,LODGE POLE PINE. FREE OF KNOTS, GRAIN, MINIMUM TWO (2) PER TREE UNLESS OTHERWISE NOTED ON PLAN. PROVIDEC. 11ES: TREE SUPPORT VIT OR APPROVED EQUAL. MINIMUM (4) PER TREE. D. PRE —EMERGENT HERBICIDE: FOR ALL ON —GRADE GROUND COVER AND SHRUB PRODUCTS, ACCEPTABLENO SUBTITUTIONS. APPLY AS ■ MANUFACTURER'S INSTRUCTIONS. STOCKE. ROOT CONTROL BARRIERS: "DEEP ROOT CONTROL BARRIER", UB24-2A MANUFACTURED BY DEEP ROOT CORP, OR APPROVED EQUAL. K MAI i 14' z � I *=ffti:�_ =1110IN 1 THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT TO PERFORM WORK DURING THE POST —INSTALLMENT MAINTENANCE PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED TO: ADEQUATE WATERING OF HUNDREDAND CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A MINIMUM PERIOD OF THREE t',, SIXTY FIVE # DAYS. CONTRACTOR2. THE : BASIS FIRSTTHE DAY t AFTER PLANTING COMPLETED,INAL WRITTEN w ACCEPTANCE BY ■ AKERSFIELD RECREA11ON AND PARKS DEPARTMENT. 3. COST INCURRED i DAMAGE r REPLACEMENT Pi DURING POST-INSTALLA11ON RESPONSIBILITYMAINTENANCE PERIOD SHALL BE THE 4. ALL AREAS INCLUDING, BUT NOT LIMITED !, WALKS TURF, GROUNDCOVER AREAS, -CONCRETE SLABS . KEPT CLEAN AND FREE OF WEEDS, LITTER, DEBRIS. BEFORE5. BE REMOVED DISPOSED OF OFF —SITE. SERIOUS WEEDS PESTS (I.E.BLACKBERRY, NUT SEDGE OR ■IND WEEDS) SHALL BE i HERBICIDEITH A NON SELECTIVE POST —EMERGENT ■:Y A WEED ABATEMENT. DAYS. D FOR A MINIMUM OF APPLICATION) HOURS. DEAD WEEDS SHAH BE REMOVED SEVEN (7) DAYS AFTER : DISPOSED OFF —SITE. CONSTANT6. BE i FOR THE ADVENT OF AND/OR RODENT INFESTATIONS AND PROPER :-- OR CONTROL DURINGTAKEN. SHOULD THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT, DISCOVER THEN THE DAYS ACCRUING TOWARD COMPLETION OF SAID MAINTENANCE PERIOD WILL BE TERMINATED. THE MAINTENANCE MAINTENANCE PERIOD AS STATED HEREIN HAVE NOT BEEN STRICTLY ADHERED TO, * ON ■ EACH DAY OUT ,',. F ITS MAINTENANCE PERIOD. AFTER THE AREA HAS BEEN BROUGHT '....i STANDARD, i i . RECREATION R ` PARKS DEPARTMENT BAKERSFIELD RECREATION R y AND PARKS DEPARTMENT t R DEPARTMENT ,,.',,. SATISFACTORY THE AREA IS IN AND ONLY THEN, WH THE CITY OF BAKERSFIELD RECREATION * tO AND PARKS i DEPARTMENT A i. RE —ACCEPT AREA IN WRITING. CONTRACTOR7. THE PROPERLY .. THE IRRIGA11ON SYSTEM. CONTRACTOR SHALL WATER CONTRACTORQUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL 9. (4) FOUR WEEKS PRIOR TO THE CONCWSION OF THE MAINTENANCE PERIOD, THE CONTACT..; PERFORM A FINAL INSPEC11ON OF WORK. ANY REMOVED PLANTS NOT IN SATISFACTORY AND HEALTHY CONDITION FROM THE SITE SHALL BE ',,. SIZE . IN A MANNER SPECIFIED FOR ORIGINAL REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL ■ CONTRACTOR i PLANTED MATERIAL, i SHALL REPLACE PLANTS AVAILABLE CLEARINGINCH FROM ALL STRUCTURES # : BUT NOT LIMITED TO.- SIDEWALK CURBS,AREAS, WALLS, FENCES, MOW BOXES, BASES, SHRUBS, PREPARE AND SUBMIT ON A (NEW) SET OF BLUE LINE PRINTS AN "AS BUILT" DRAWING. THE DRAWINGS SHALL INCLUDE ALL DEVIATIONS FROM THE ORIGINAL 10. BEFORE THE START OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL DOCUMENTS A. j i REMOTE CONTROL VALVESs QUICK-COUPLING VALVESs ALL SPRINKLER # ALL PLANT MATERIAL. THE DRAWINGS SHALL 7 INDICATE AND SHOW APPROVED ■■ ■SIITU11ONS OF SIZE MATERIAL i MANUFACTURER'S ■ SCHEDULE, KEYS TO THE CONTROLLER,CATALOG NUMBERS. ALSO, TWO SETS OF 11 X17 LAMINATED, SPIRAL BOUND "AS BUILr NTH HIGHLIGHTED COLOR CODED IRRIGATION REFERENCE CHART AND COUPLER GATE VALVE ATTACHMENT, 4 SHAH BE SUBMITTED TO BEFORE11. START OF THE MAINTENANCE PERIOD, SUBMIT ALL UNEDITED INVOICES OF SAID RAIN BIRD EQUIPMENT TOWARDS THE CITY OF BAKERSFIELD RECREATION O + PARKS RAIN BIRDS MAXICOM DOLLAR PROOF AND INVOICES MUST BE SUBMITTED TO THE CITYS REPRESENTATIVE . . --1 - i -- M Concrete (CMU) Block Wall I,ompocrea gat ✓llltr J. - Standard 1-11, Detail "B") *See City Standard ST-8 for Combination Sidewalk Dimensions, Compaction, and Construction Details PARKWAY SEC TI DN (COMBINA TION TYPE SIDEWALK) Type M Median Curb - ()pe M-1 and M-2 are 18" (1.5) Stomped Concrete not allowed in landscaped (See Landscape Standard L-13) median islands) 0" Finished Grade • • Fl. i Remove all foreign moteriol = / to a depth specified in approved plans and specifications and as or directed by the Recreation and \ Parks Director. Roof Guard Barrier See City Standard Landscape Detail L-10, Note'15 �C MM/AN SECTION NO TES.- 1. Provide positive drainage (2� minimum to 4.1 max.) in all areas comprised of fill material. 2. 9.0" concrete mow strip is required for all turf areas adjacent to proposed or existing wall per City Standard L-11, Detail C 3. Mere lot grades are higher than street grades, side of wall water proofing is required per City Standord 1-9, Detail A 4. Any and all changes shot/ be approved by the Recreation and Parks Director prior to implementation. 5. All materials used shall be new and free from imperfections Concrete (CMU) Block Wall Standard L-11, Detail "B") **See City Standard ST-9 for Standard Sidewalk Dimensions, Compaction, and Construction Detail B� PARKWA Y S CTION (STANDARD TYPE SIDEWALK) Idewalk Concrete CMU) 20' Block Wolf .: Varies •L //i 30 F.G. .. : See approved pions for �' f backfill requirements Waterproof coating or approved equal by City of Slope Lot Side OD WATER PROOFING (PLANTERS AND RETAINING WALLS) 6. See approved landscape and irrigation plans and legends for specific model numbers, size, quantity, manufacturer4 and performance requirements 71f curbing and or curb/gutter for landscape center medians ore not existing, see approved civil engineering drawings 8. This Prot is Subject to the Requirements of the California Deportment of Water Resources Model Water Efficient Landscope Ordinance (MV10) and any other Applicable State and Loco/ Regulation. Contractor is Responsible for Compliance with these Requirements FILENAME: L-9REV I .50' MINIMUM PARKWAY PLAN MA VARIES ' MIN SEE NOTE 5 ' MIN TYP. tt PIPE SLEEVE* SEE N-Ola NOTE 14.-14-----3 SHADED AREAS SHALL BE LANDSCAPED *PLACE IRRIGATION PIPEIWRE IN A SLEEVE PER DETAIL L-3 WHEN CROSSING ALL OTHER AREAS SHALL HAVE ACCEPT- UNDER ROADWAY OR HARDSCAP£. SLEEVES WHICH PASS UNDER ROADWAY ABLE HARD SURFACE TREATMENT ONLY. SHALL ENTER MEDIAN IN A LARGE RECTANGULAR PLANTER. ( AN S APIN LIT T Wi THIN M IAN : PAN VL W �.._. MOWER RAMP, • SEE 18" WIDE BORDER OF HARD SURFACE r-t9"(CURB) Typ. HARD SURFACE TYPICALLY HARD SURFACE PLANTERS & HARD SURFACE PER NOTES BELOW. TREATMENT ONLY TREATMENT, SEE NOTE 2. TAiL OF TYPICAL MFIIAN.' PLAN 1/LEW 2' 4' 2' ��1 " 11' (OR LESS) � r� -SEE MINIMUM & 3. 1-aw- V40PER FT p�4" PER FT 4" TO FIN. GRADE MOWER RAMP PLAN --"-•! 18rr (1" TO MULCH) t8" 18" I 2"MAx SECTION "D" " �-r" SECTION E @ ZONE " IL E ZONE ".3 TAIL " _ SECTION C C SEE NOTE t SEE NorEs 2 & J. MOWER, RAMP DE TALL SEE DETAIL "B" . ITS ie• 1.re width inside bock of curb is less than Jl' (less 10. Circular free weffs shall alternate with rectangular planters (See Detoils "A" 1Whe " and "87 Shape of planter areas may wry from those shown prended that all than 8 planter width} os in Zone 1" only the use of irrigation water applied is contained within planter area hard surface treatment is allowed1 t. (Where there is a significant difference in eievefiorn between curbs on opposite 2. Landscaped (lrrigafed) Planters shall be allowed in sides of the median, the installation of retaining curb may be Zone "2" only with prior opproval from City Engineer required to retain so# and irrigation water inside the planter area. and Recreation and Parks Director. 12. Install llnower" romp at both ends of every island Preferred mower" romp 3. A minimum 18" (15) wide border of hard surface location is at left tum pockets treatment is required adjacent to the bock of curb 13. All areas below horoscope shall be compacted to 90% relative compaction to throughout Zones 12" and '3". a depth of 6" (0.5 ) 4. Mere plonters occur in Zones "2" and "3, the hard 14. Meximum tree spacing is 35' 0 C Trees and other features sholl comply with surface border shall slope inword towards the planter line of sight restrictions at 1/4" per foot. 15. See Details L-9 end L-10 for soil preparation end planting requirements 5 0ere the minimum planter width does not occur 16 Any and all changes shall be approved by the Recreation and Parks Director for 30 consecutive feet, only hard surface treatment & City Engineer prior to implementation. shall be installed 17. This Project is Subject to the Requirements of the California Deportment of 6. No turf shall be allowed in medians Wofer Resources Model Water Efficient Londscape Ordinance (MORO) and any 7. Mere only hard surface treatment is installed (such as other Applicable Stole and loco! Regulation. Contractor is Responsible for in Zone "17, the hard surface shall slope outward at 114' Compliance with these Requirements per foot. See Detarf "£" FILENAME: L-12REV 8. All concrete surfaces shad/ be 4" thick. Stamped DAM WV 9J20 concrete shell contain integral color, color hardener & STANDARD ORANNONNNOMMOM tinted concrete seater installed per manufacturer's oAH/ew/oc `E specification. Expansion joints shall be constructed at each Gonzalez side of a landscaped area and at 30' mox intervals LANDSCAPING UNITS scALE WITHIN MEDIANS "' Ts Expansion joint Mier rneterlel shall consist of preformed APPROVED STANDARD DETAILstrips of durable, resilient compound conforming to the requirements of the Standard Specifications CITY OF BAKEPM:E .D L-•• 12 9. Concrete color and design loyrut shall be opproved by CALIFORNIA the City Engineer end Recreation and Parks Director nr NGINEER treLlc WORKS DEPARTMENT NO TES: # For planter areas 5 -10' �.- 1. Apply soil amendment as per soil test and per approved plans in width or as opproved and specifications and as directed by Recreation and Parks Director. by Recreation &Parks . - 2. All trees shall be double staked with new 2.0 Die. Pressure Treated Director. Z lodge Pole Pine stakes Remove original nursery stakes from aJf propct plant material and instoll new tree stokes per details B and C. *Install trees along GZ 0 3. Place root ball on undisturbed notive soft per detail B BackRl hole Cl of planter half-woy with bockh'11 mix per opproved plans and speciRcotions and 4"berm o water sufficiently to settle soil Once ant surface water has droined, add See City Standard 3T-8 required sufficient bac kfiTl mix to reeds fnnfshed grade. Construct 4" bean to or ST 9 forcreate Sidewalk Dimension Distance Varies a watering basin around tree, fill basin with water and retil once lb water has drained. Remove berm prior to installing turf or bark mulch. FC 4. Arbor Trunk Guards or approved equal are required around all trees planted in turf areas •• �•.'t' •ems .•••.•. 5. A 24 ° deep Root Girard Barrier installation is required for oft frees 5.0' 11 or less from any hard surface and as directed by the Recreation and Parks Director For linear 10' bonier opplicotions" place of parallel and adjacent Install 24" deep root > / \ Root Ball o \\ to the edge of hard surface, 5 to each side of tree For tree welts and barrier panels with top / " ' /�`//%�\//`�// other smoll oreeA install root bonier around oll four sides of the root boll in "sarrround " Adjoining fastened of panel J above\� \/ /j ' ' /% a opplicotion. panels shall be together finished rode or per �/� Planting ( grade) P /\\//\�/ Tablets Note /\; per monufacturers recommendation. " mnished-- fusers /%\/� See 6\//�\'/� { } /�i\, 6 Planting shall evenly spaced and placed 2.11 blow specifications a neor finished grade near rant ball as follows: boll TREE PLAN TINC, WI TF! ROO TGUARD - 1 Tablet per 1 Gallon. 6 TWets per 15 Gallon. 3 - Tablets per 5 Gallon. 9 - Tablets per Z4" Box 7 Any end all deviations from this standard shell be opproved by the Recreation and Parks Director prior to construction. 8. All landscape installation shall be in accordance with City Standards, Manufacturer's (� Recommendation, and Section 20 of the Standard Specifications U 9. All material used shall be new and free from imperfections 10. See approved landscape end itrigotion plans & specificotions for specific modal numbers, sire manufacturer, end performance requirements See City Standard Deto# L-8 for Root Watering Device. 11 This Project is Subject to the Requirements of the California Department of Water Resources Model rater £ffrcient Landscape fkdmohce (MWLO} and any other Applicable State and Local 5 0" Local Regulation Contractor is Responsr7rle for Cot oonce with these Requirements Stokes (See Note 12) o free Support (V.J. T, or Squall) Shrub Trunk Guard (Turf Areas Only} Wafer F.G 40" (33) Berm Basin 40" (.33) Berm (Temporary) FG 01 Water Basin (Temporary) o Root Ball Crown of Tree shall be m\1 1 to 2 above FG. �. Root Bari \Planting Tablets \/ Undisturbed \\ Piantin Toblets g h �' y ��\��\.� /,Undisturbed i /\� (See Note 16) � ,�! Aft .\� Native Sor7 �� (See note 16) / \\j Native // / Of Root Bol! STAKING DETAIL (SECTIQN Tree Trunk - Prevailing find Direction Tree Stokes 7. Tree Canopy .STAKE L•QCATIQN I i E 6' High Chain -link Fence or Masonry Wall or Wall 2X Width Of Roof Boll TYPICAL &R-UB PLANTING DETAIL FILENAME: L--i0REV VGote Shrub ELEVA T/ON Mrs Width Varies Trees 15 =20' O-C. -00 Sump or Drill Site Areo Sidewalk Planter Per ST-8 fidfh & ST-9 Varies - O =•5' Wide Planter (Shrubs Only) 5'f fWFde Planter (Trees/Shrubs) Curb & Gutter Sidewalk Concrete Driveway & PLAN Commercial Drive Approach N'�zs " per City Standard. NO TES. 1 Area between the bock of sidewalk and the wall or fence 8 No climbing ones shall be used to screen the wall or fence. at property line shall be landscaped Upon dissection of the Recreation and Parks Director, less than 100 linear feet, 9. Install 6" concrete mow curb at property lines per Detail L-11. may not require landscaping, and the concrete sfti dk shall be extended (wider) to odfrun the face of wall. 10. insto/l a 3" toyer of walk of bark mulch throughout planter area 2. Ground cover mey be used only when distance between It Any and all changes shell be opproved by the Recreation and Parks the back of the sidewalk and the fence exceeds 10 feet. Director prior to implementation. Removo/ of existing landscaping shall be approved by the Recreation and Parks Director Any removal of 3. All ground cover shop be renewed and approved by the existing landscaping (trees & shrubs) shall be replaced of a role of 2 City Parks Division prior to planting for every 1 removed. Replacements sholl be of like sizes and variety or os directed by the Recreation and Parks Director 4 All plant material used shall be free from disease and pests and inspected and approved by the City Parks 12. This Project is Subject to the Requirements of the Colifornia Division. Deportment of Water Resources Model Water Efficient landscope Ordinance (MNE10) and ony other Applicable State and Local Regulation. 5. A# plants (shrubs & trees) shall hove on individual Contractor is Responsible for Compfionce with these Requirements bubbler. 6. Irrigation system shall have a separate point of FILENAME: L-14REV connection. OATS REV STANDARD 9 20 7. Shrubs and trees shall be spaced no closer than their DAAH ew c diameter at maturity. TYPICAL LANDSCAPE WALL REF. Gonzalez MIN/MUN SIZE REQUIREMENTS OR FENCE SCREEN s Trees - 24" BOX APPROVED STANDARD DETAX Shrubs = 5 Gallon Ground Cover M 1 Goilon \`' CITY BAKEmFaD t IV-#*WMUA I -1 d 1. Construct a deep score exponsion joint at eery fence post and every 15' on of other concrete surfaces CMU Block Wall---iw- 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" Rod T Barrier on Lot Side 1p 3. Top of mow strip shall be 1.0" above finished grade when Top Sides adjacent to turf and 20" above finished rode when adjacent to Lat Grade g planter. 4. ftre the grade on the lot side of the wall is higher than the 9.0" grade on the street side of the wall, water proofing is required \\ See City Standard L-9, Detal D for wafer proofing requirements Compacted Earth 5 A 9.0" wide concrete mow strip is required for / turf areas odjrlcent to off property lines, planter areas Detaff C, and 6 0" Thick ---- - % A :- existing or proposed fences or walls per City Standard L-1 J, Concrete Mow Strip j a a 4 �i Detait A and B. Footing t\\i\\i\\i\\i�\i\� . r�\ 6, Any and oft changes from this standard detail sheet shelf be F.G Centerline 0.5" Rod To. of Fence Top Sides 2 - 14 rebor Install 3 from top of concrete Choirs Link Fence and 3" from bottom of concrete or Wood Fence Playground Sand Area *5.0' Min. _ L 2.0" in Planter Areas 10 in Turf Areas 0.5Rod. Typ. �' ' . ` : tcs ' " Top Sides =x `¢''� ///�/�//,��/�/// '•\/�\\' F.G Turf Finished Grade (F.G.) Planter Area /�//��1//N� 8.0 _ Compacted Earth 6.0" Thick *And Per opproved plans and specifications and //\\//\\j/\\j , Concrete Mow Strip �:\/,�/.�/.�/.� Compacted Earth as directed by the Recreation and Parks Director. (Fence Footing Not Shown) PLA YGRND MOW STRIP A T CHAIN LINK A -O ,SIDEWALK (Monolithic) FN E R W E, �' O ODD FN E CE NO TES- F.G (Turf) epproved by the Recreation and Perks Director prior to construction. MOW STRIP A T WALL All concrete shall be Class "B" in accordance with City Standards, the latest edition of Section 73 of the Standard Specification, end as approved by the Recreation and Parks Director. 0.5" Rod. Typ. Top Sides 8 This Project is Subject to the Requkements of the California (0s5) Deportment of Water Resources Model Water Efficient landscape 2.0" in Planter Areas Ordinance (Mono) and any other Applicable State and Local Regulation. Contractor is Responsible for Cornplionce with these Requirements l O" in Turf Areas�F11 FNAIAF� t _��RFv \\ .4 . 14 rebar on center ,CONCRETE MOW $TRIP Wyk. yr r v miry, r r=.avL. vvvl v, rrrvrr WW W Face of Wall or Other Object. LA YOU T NO TES: 1 'Y is ground cove or shrub 4oacing per opproved landscepe plan, 2. Unless otherwise noted in plans, ground cover shall be planted with equilateral tnongular- spacing as crown abovs NO TES' 1 Install ell plant matenof as per approved plans and speciFcotlons Comply with the latest approved City Standards, Section 20 of the Slanderd Specifications, and as directed by the Recreation and Parks Director 2. All ploot materiel used shall be free from disease and pests and inspected and approved by the City Parks Division. 3. Any and all chonges shall be opproved by the Recreation and Parks Director prior to implementation. 4. This Project is Subj�ct to the Requirements of the Cadifomlo Department of Water Resources Motel Water Efficient Landscape Ordnance (MCO) and any other APPROVED Applicable State and Local Regulotion. Contractor is Responsible for Compliance with these Requirements �, `� C rT FILENAME: L-19 55 - 70 49'-64' 6' 6' BLOCK WALL 11 FROM HIGH SIDE. 32'± EXIST. PAVEMENT L/S & VARIES I NEW TYPE "A" WALL I�I CURB AND GUTTER EZMT. 1.57 MIIV ► 2.0% 1 3, o M •.o: 0� qX .�, • 111=1 I=fIt 2% MIN. TO Il.lt�lu=nr=�t� : •., iii 4:1 MAX. 5.5' COMBINATION SIDEWALK PAVEMENT SECTION PER STREET PLANS ARTERIAL - STiNE ROAD 1 OF 6%2"x8" SLUMSTONE SOLID BLOCK CAP COLOR: NATURAL 6"x8"x16" SPLIT FACE CONCRETE BLOCK COLOR: NATURAL CROSS SECTION N.T.S. ELDORADO STONE %trUrcn r%11r1C%, ^k1r FE A N 6"x2"x16" SLUMPSTONE not 1r% t11 ^^I f n A R 2 OF 6%8"x16" BALBOA SCORED BLOCK COLOR: NATURAL 3" WIDE PRECAST CONCRETE - ENGRAVE 15" HIGH LETTERS. SILL CHAMFER EDGES TO COLOR: PER OWNER. FORM FRAME. NOTE: SEE WALL PLANS FOR ADDITIONAL WALL INFORMATION MONUMMIT WALL El MAMON -STM ROAD AND BEWSHFE ROAD SCALE: NONE IIIIIIIIII CONSTRUCT MEDIAN PER C.O.B. DETAIL L-12 ' CONFIRM WITH PARKS DEPARTMENT FOR TEXTURED MEDIAN COLOR AND LAYOUT (TYP) r ► r t • • r i ~ • • •�i ♦ • • • • • • i�'� • ! • t r+•�' • ♦ ♦ ♦r r♦ • ♦i t • • : • • • s • • • sr; • • s�. • : • • r r , r � t ► r ♦ r r .I"M-- ♦ ! • r'-w. i> .,r♦ ; r rrr ♦► r ti . t • •�►•��� �►r ri ► ♦ r r ► „� - ► r -.• �..,.. � r 4..�..... r �-�...�.��... �� r r r r� ► r r ♦ � 7i r ► ► ♦ r♦ �♦ r- ►ter r♦ ♦ ..r► ,s t►r•r• �=•♦ . r�"��S1r ► r r M - - - � r ► r,♦`. .,� �... ,�'�.► �.: `�.�.,�.r...�.�..._��� •—.�.�...�,�, rrr r ► r� I M I liliki FEW' IWAA III T �i TT r' CONSTRUCT MEDIAN PER I C.O.B. DETAIL 1-12 CONFIRM WITH PARKS DEPARTMENT FOR TEXTURED MEDIAN COLOR AND LAYOUT (TYP) L �oSTINE ROAD 1� .. w TRACT NO. 6141 / M.B. 50, PGS. 125--126 i NOTE: 1. CONTRACTOR TO CONNECT TO EXISTING ADJACENT IRRIGATION SYSTEM AS DIRECTED BY THE CITY OF BAKERSFIELD, RECREATION AND PARKS DEPARTMENT, SEE IRRIGATION NOTE 22 ON SHEET 5. 2. CONTRACTOR TO REPLACE EXISTING METER ASSEMBLY PER DETAIL AND LEGEND THIS SHEET, AND RECOMMENDATIONS BY THE CITY OF BAKERSFIELD, RECREATION AND PARKS DEPARTMENT. 3. ADJUST IRRIGATION VALES NUMBERS TO START FROM THE METER ASSEMBLY AND INCREASE IN THE DIRECTION OF TRAFFIC. 4. CONTRACTOR TO CONNECT TO END OF EXISTING IRRIGATION MAIN LINE. SEE IRRIGATION NOTE 22 ON SHEET 5. 5. EXISTING TURF IN ADJACENT MEDIAN TO BE REMOVED. PLANTING LAYOUT TO MATCH CONFIGURATION OF PROPOSED MEDIAN. COORDINATE WITH CITY RECITATION AND PARKS DEPARTMENT FOR PROPER REMOVAL OF TURF. REFER TO SHEET 5 FOR IRRIGATION LEGEND, CALCS AND NOTES REFER TO SHEET 6 FOR IRRIGATION DETAILS REFER TO SHEET 7 FOR IRRIGATION STANDARD DETAILS SCALE: 1 " = 20' 20' 10' 0' 20' 40' CONSTRUCT MEDIAN PER C.O.B. DETAIL L-12 -----— l� STINE ROAD------------- SYMBOL MANUFACTURER/MODELIDESCRIPTION `r -B-C 1401 1402 1404 1 11 /1 WateringRoot Systemlocking i- i iRainbird 1th Hunter PCN-25/50/10/20 Bubbler Nozzle, or directedas 1 . 25 50 10 20 with Hunter PCB Bubbler SeriesRain Bird SA I Trickle r - Install 1 per Shrub (typ) SYMBOL r i Bird PEB _ r 1E Ilx - J 11, 11 Plastic Capability, Globe Configuration. Rain Bird Operating ill, 1-1/2", 2" Plastic Industrial Valves. Low Flow Capability, Globe Configuration. 1 " 11 Brass1- ICorrosion-Resistant Stainlessrl } Locking ThermoplasticRubber Cover, and . Piece Body. Line Sizer On/Off Control Applied1 ! Rain Bird PESB _ 1 / 11 ll} - f ", 11 Plastic Industrial Valves. Low Flow Operating jCapability, Globe Configuration. Reliablein Dirtyr i i i i . 1 - j 1I StationReduced Pressure Backfiow Preventer Rain Bird ESP40LXMEF-LXMMSS with ESPLXMSM12 Iinside Stainless I Enclosure with RB91Q4603B GPRS/Cellular Network, KCPCSA-LSMEF48 Sub Assembly/Terminal` , r Valve & Flow Sensor, KCPLSXME-RG Rain Sensor withI Grounding Package Rain Bird Rain SensingDevice, conduit mount. With threaded adapter, extension wire. Rain Bird EI 1 3 x and ESPAXD Central F Control1 . OperatingSuggested should be sized1 . Fertilizing meteringOne , drip or sprinkler. Iapplications. ! x 7 Install I Iy in the irrigation system mainI Capacity:flow preventer. Tank . profile,V.I.T. Products SBBC-22SS Low tube and wire1 x stainless( . 11 II 1 x x , x x Water Meter - ( 11 Badger - /2" J i Model M-170 IrrigationI Line: PVC Schedule 40 1/2" Irrigation I Une: PVC Schedule 40 1E r Irrigation I I E1 Irrigation r l i % " Irrigation 11 r E1 Irrigation i i , PVC Schedule 40 1/2" Irrigation i • PVC Schedule 40 1 1/4" Irrigation , PVC Schedule 40 1 1/2" Pipe Sleeve: PVC Schedule 40 211 . Sleeve:11 Valve Callout -- .--.®-- - Valve Number €€ Valve Flow Valve Size CITY PSI DETAIL r i is 1......... i'....... wain Bird # i Rain Bird # #-1-1/211 Bubbler • i rf is i 8.08 4 Rain wird #1-1/211Bubbler i ■ ■,, w YF..-1-1/211 Rain isler 5.00 337.1 36.65 ■.- 0.87 ■ i Common 900.2 CITY DETAIL Generated: 2021-08-27 08:12 3/6 P.O.C. f 01 Water Source Information: Badger- r " II Model M-170 FLOW AVAILABLE +6 Water Meter Size: EI - 1/2 Flow Available:.) 7/6 PRESSURE AVAILABLE Static, 70.00 Change: 0.00 ft ServiceElevation 1 r 11 ServiceLeng!h of 2/6 Pressure Available: 70.00 psi ANALYSIS MaximumDESIGN { , 9/6 Flow Available ResidualI Critical Station: 8 Design. 30.00 psi Friction ♦ 2.40 psi ` Fittings . Elevationi / i CriticalPressure Req. at Station: 36.53 psi Loss for Fittings: 1 Loss for Main Line: 6.80 psi Loss for POC to Valve Elevation: i Loss for Backflow: 12.26 psi Loss r 1 Meter:Loss for Water 0.77 psi Critical . 60.94 psi Available:Pressure i ResidualAvailable: 9.06 psi r E I r GENERAL RECORD DRAWNG NOTEG, ♦ THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'FIELD RECORD, SPECIFICATIONS, SET OF BLUE LINE PRINTS WHICH SHALL BE CORRECTED DAILY INDICATING EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND INCLUDING EXACT LOCATIONS, SIZES, PROCEEDS, 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 OWNER'S 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 REPRESENTATIVE. AND CHANGES OF THE FOLLOWING ITEMS INCLUDING BUT NOT LIMITED TO: a. CONNECTIONS TO EXISTING WATER LINES 3. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE LOCA11ON CONNEC11ONS TO EXIS11NG 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 THE CONTRACTOR SHALL DELIVER THE CORRECTED . 'FIELD RECORD' , 'RECORD SET TO THE LANDSCAPE ARCHITECT WHO WILL USE THE INFORMATION TO CREATE A CLEAN SET OF !f ALL WORK SHALL BE SUBJECT TO APPROVAL BY THE VERIFICATION.LANDSCAPE ARCHITECT OR THE OWNER'S REPRESENTA11VE AND IS SUBJECT TO 'FIELDDELIVERY OF THE RECORD' SITE. SET WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING REQUIRED INFORMA11ON THAT MAY BE OMITTED FROM THE PRINTS COMPILED AT THE 'RECORD THE LANDSCAPE ARCHITECT WILL USE THE INFORMATION TO PRODUCE: a. A CLEAN SET OF RECORD DRAWINGS WHICH WILL BE SUBMITTED TO THE CITY OF BAKERSFIELD AS THE OFFICIAL DRAWINGS' 'RECORD FOR THE PROJECT. - b. THE CONTRACTOR SHALL STAMP AND SIGN EACH SHEET TO INDICATE DRAWINGS' AS PROVIDED BY CONTRACTOR'S REPRESENTATIVE. ♦ CONTROLLER CHARTS SHALL BE PRODUCED FROM THE FINAL APPROVED 'RECORD DRAWINGS. a. PROVIDE TWO CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED AND ONE ELECTRONIC THE CHART SHALL SHOW THE AREA CONTROLLED BY EACH AUTOMATIC CONTROLLER AND « 'RECORD ! SHALL BE REDUCED IN SIZE TO AND 11"X17" OF THE APPROVED • BOUND. THE CHART SHALL BE A BLUEUNE OZAUD 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 PLAS11C LAMINATING PROCESS AND SPIRAL MIL THICKNESS EACH. THE PLAS11C LAMINATING SHEETS SHALL BE A MINIMUM OF 10 METHOD (PF/IE) AREA (SQ. FT.) (GALLONS) (GALLONS) 1 I I i i i i., r 7 • _ I IIII • r li # III II i � I j * '.... !1 -... ♦ li r `... � �IIL ri IIII r Illr 1 II Ilrll II � r IIIII rl IIIIII lw I INI ii I r I N � III . II I N IF I REFERENCES i CALCULATIONS.- O, A. CALCULATIONS: A# MAWA i's. (0.45) ...t (LANDSCAPE a 1 t... r■, -TOTAL t ti 1<.Eto 52.4 (KERN COUNTY i i + CITY OF BAKERSFIELD) AVERAGE AOR LESS AB�1 A VERA GE ETA F MUST BE 0. 7 OR LESS FOR RESIDENTIAL WITHOUTSPECIA L LANDSCAPE ARE45 & 0.45 iNON-RESIDENTIAL ■ ESTIMATED TOTAL i WATER 1 t t -MAXIMUM APPLIED ,r WATER ALLOWANCE A EVAPOTRANSPRIATION ADJUSTEMENT FACTOR IRRIGATION EFFICIENCY (0.75 FOR SPRAYAND 0.81 FOR DRIP SYSTEMS) �T �� _r � ZONE/VALVE ■ WATER11S',: ■l USE PLANT FACTORl III II � I, : ► t.. C : :. IRRIGATION 1 LANDSCAPE # t ' t #SETTING I I :.. y t ■ �I 1,... �TOTAL.' ,,. 1OF ',, Illy. ASSUMEDIRRIGATION SYSTEM IS DESIGNED FOR 70 PSI 0 POINT OF CONNECTION. OPERATING PRESSURE rr PSI MAXIMUM FLOW = 30 w *` Tff HOITESTt IRRIGATION RUN TIME FOR SHRUBS (AT FULL GROWTH) 10 MINUTES i a THREE t WEEK CONTROLLER . w i1TIME �,: nk,,,,. t WATERING ST MINUTES; ONE HOUR MIN. UN IRRIGATION w+ wrUN TIME i/ TREES (AT FULL GROWTH) A8 MINUTES A DAY, THREE TIMES A WEEK (SCHEDULE CONTROLLER RUN TIME R TREE STATIONS ONE WATERING REGULARFOR AFTER ESTABLISHMENT: IRRIGATION SHALL OCCUR ' BETWEEN THE HOURS OF 10: 00 PM AND 6: 00 AM. °z CITY RECORDS • ) 02 00 '.. 4... 0 .ILLJ f LLJ # 0 # Ld M 0# co co Uj a CM CL mom Notes: 1- All irrigation fittings shall be Sch. 40 PVC unless specified otherwise. Lateral line. (See irrigation plans for class and size) . 2- All threaded connection from Sch. 40 to Sch. 80 PVC shall be made using teflon tape. 3- Contractor shall settle soil around the bubbler and swing joint prior after installation. BUBBLER O N SWING JOINT URBAN TREE FOUNDATION O 2014 OPEN SOURCE FREE TO USE USE Finished grade. Check valve. Pre - assembled swing joint. Sch. 40 PVC tee or elbow. Lateral line pipe. (See irrigation leg, 6" = 1'-0" Sch. 80 PVC union. Finished grade. Sch. 40 PVC 45 ° elbow. Irrigation mainline. (See irrigation legend for size and class). Sch. 80 PVC male adapter. Master valve. (See irrigation legend for make and model). Three inch (3") thick layer of pea gravel or approved equal. a/" welded wire mesh. 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. 1 1 /2" = 1'-0" SET BOX FLUSH TO GRADE. '=ail —ice C C N c s • • FX-IR-FX-ISOV-02 1 1/2" = 1'-0" 1, FINISHED GRADE VALVE BOX & COVER 17" L X 120D X 11 3/4" 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 8HDX1111H OFERTILIZER OUT - CONNECT CLEAR TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING. OWATER 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 PVC MAIN LINE TO VALVE MANIFOLD 11 EZ COUPLING CONNECTOR - INSTALL ACCORDING TO WATER OW N ARROW PEA GRAVEL (1 CU. FT.) PVC MAIN LINE FROM BACK FLOW PREVENTER PRESSURE RELEIF VALVE FILL. VALVE (DRAIN VALVE INCLUDED BUT NOT SHOWN) EZ-FLO MODEL EZ010-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. URBAN TREE SOURCE FREE O 2014 USE EZ-FLO FERTILIZING SYSTEM - EZ010-HC 10 GALLON OPEN SOURCE FREE TO USE FX-IR-FX HEAD-03 N.T.S. ------- Rectangular valve box with locking lid. MEMATM Control wires with twelve NETA inch (1 Z) min. expansion coil. Notes: 1- Master valve shall be make and model number as prescribed per the controller manufacturer's specifications. 2- Install master valve per manufacturer's specifications and recommendations. 3- Master valve wire shall be 14 AWG or larger. Color: black. 4- All wire runs shall be continuous without any splices. Wire connections shall be made using DBR-Y/6 connectors or approved equal. 5- Wrap valve box with min. 3 mil. thick plastic and secure it to the valve box using duct tape or electrical tape. 6- See master valve/ flow sensor detail for linear dimensions. 7- Valve boxes shall be located in planting areas. MASTER VALVE URBAN TREE FOUNDATION ® 2014 OPEN SOURCE FREE TO USE 1" = 1'-0" FX-IR-FX MAST-06 WIRE TO CONTROLLER PAIGE, 7171 D - AWG 18-4 2,000' MAX WIRE DISTANCE TO CONTROLLER FINISH GRADE NETAFIM NLC SMS100 MOISTURE SENSOR DEPTH VARIES REFER SPECIFICATIONS NOTE: NETAFIM NLC SM1232 INTERFACE MUST BE INSTALLED AT CONTROLLER 1 TO 10 MOISTURE SENSORS FX—IR—EZF-26 Mainline pipe from master valve. (See master valve/ flow sensor detail for mainline pipe size). Four (4) 4" x 8" bricks. 1 REMOTE CONTROL VALVE AS SPECIFIED, ONE PER BOX. 10X15 RECTANGULAR VALVE BOX (SEE IRRIGATION LEGEND FOR MAKE AND MODEL). 3 PLASTIC I.D. TAG AT EACH VALVE. Q, WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES DBRY-6. r<j 2" (50MM) MINIMUM, 4" (100MM) MAXIMUM BELOW TOP OF BOX. $ 2" (100MM) ABOVE FINISH GRADE AT SHRUBS. 3/4" (19MM) ABOVE FINISH GRADE AT LAWN. $ OUTLET PIPE SAME SIZE AS VALVE, 24" MINIMUM (300MM) TO FIRST FITTING. $ 45 DEGREE DOWN AS REQUIRED TO LATERAL PIPE DEPTH. 1 Q INCREASE LATERAL LINE SIZE AS PER IRRIGATION PLAN. 11 TWO 6X2X16 CONCRETE BLOCK CAPS, ONE EACH SIDE OF THE BOX. 12 SCHEDULE 80 RISER. 13 MAIN LINE AS OCCURS. 14 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. 1 Jri 6" (150MM) THICK LAYER OF PEA GRAVEL BASE. 1$ BALL VALVE SCH 80 ? UNION SCH 80 FX-I R-FX-RCV-01 Two stainless steel Mainline. (See irrigation screw clamp. plans for sizing). #4 x 48" rebar. Sch. 80 PVC tee or elbow. Notes: 1- All threaded connections shall be installed using teflon tape. 2- Valve box shall be wrapped with a minimum 3 mil thick plastic and secured to the valve box using duct tape or electrical tape. 3- All quick couplers shall be installed a minimum of 18" off of the mainline. 4- Valve boxes shall be located in planting areas. D I C K COUPLER VALVE URBAN TREE FOUNDATION ©2014 f� OPEN SOURCE FREE TO USE 1 1/2" = 1'-0" Notes: \ 1- Flow sensor make and model number shall be per controller manufacturer's specifications and recommendations. (See irrigation plans). 2- Flow sensor wire shall be per the controller manufacturer's specifications. 3- Install flow sensor per manufacturer's specifications and recommendations. 4- All wire runs shall be continuous without any splices. Wire connections shall be made using DBR/Y 6 connectors or approved equal. 5- Valve box shall be wrapped with a min. of three (3) mil thick plastic and secure it to the valve box using duct tape or electrical tape. 6- See master valve/flow sensor detail for linear dimensions. FLOW SENSOR 1" = VI FX-IR-FX QUIC-01 Rectangular valve box with locking lid. Irrigation valve wires with a twelve inch (121 min. expansion coil. Finished grade. Sch. 40 PVC reducer bushing. Sch. 40 PVC 45° elbow. Three inch (3') thick layer of pea gravel or approved equal. Flow sensor. (See irrigation plans for make and model). Three -eight's inch el8l welded wire mesh. URBAN TREE FOUNDATION ® 2D14 OPEN SOURCE FREE TO USE FX-IR-FX-AUXEQ-03 PEDISTAL MOUNT IRRIGATION CONTROLLER ON CONCRETE FOOTING. USE GALV. "J" BOLTS TO SECURE THE CONTROLLER TO THE PAD. GFI RECEPTACLE AND LOCKING SWITCH. 1 " SCH. 40 CONDUIT WITH SWEEP ELL FOR 120 VOLT SOURCE. I � CONCRETE BASE: 6" MIN. THICKNESS, EXTEND 6" BEYOND ¢ OUTSIDE DIMENSIONS OF ENCLOSURE WITH d SLOPE FOR DRAINAGE. 8 FT. COPPER GROUN AS PER LOCAL CODE. 18 GA. WIRE HARNESS TO CONTROLLER. TERMINAL STRIPS, ARCHER BRAND #274-679. SIZE AS REQ. 14 GA. WIRES FROM FIELD. Zd2" PVC SCH. 40 CONDUIT WITH LONG SWEEP ELL. °-{ 6" J Z FX-IR-FX-CONT-10 REDUCED PRESSURE BACKFLOW DEVICE AS SPECIFIED. GALVANIZED NIPPLES AND ELL AS REQUIRED. In J Q Q U 1--- 1 r w wwry = n U SERVICE SIDE. ° -- 44 I CONCRETE THRUST BLOCKS, 90 LBS. OF CONCRETE EACH. GALVANIZED UNIONS AT EACH SIDE. GALVANIZED RISERS. GALVANIZED ELL AND NIPPLE, TYPICAL EA. SIDE. PVC COUPLER AND SCHEDULE 80 TOE NIPPLE, TYPICAL EACH SIDE. MAIN LINE, SIZE AS PER PLANS. bi 't REDUCED PRESSURE BACKFLOW DEVICE 1" = 1'-Ul FX-IR-FX-BACK-03 0 mom 'A slot's.ye Dev-'i sl- I.? Sit ctifrxs , 10rd !ficft�w, I v *s drecled @ UIIML.Im RivoofeA A Nfv (SHOPS IN MUL 17 LINE TRENCH) M, ­ - - . � P. ­ 8* 0*�-ffe AY6x IC 904 *11:� ftss 00": iblor px, ftwm Pre Pro 0; ;w Ox, STANDARD GATE NfALVrc W's TH BOX 03M Mvl�� F-adn"REM c"r cvv SLEEVE PLAN VIEW d. a L MIr.A_ L CM W., T I Min 0=04 vdw ot/ 00.0 Jhw$ swftr. 00 off. ewlr4ci " od volir Ims 00te infored w1b, 7_5 0 1 ow. it a st;W641 40 Psc ftwe, S*0,4 A., tso low 1 1/70 mit dio, -iv 110 W11 4r. M.", 6* AV -tor VOINV. I Yww sW v OW l 0' bW4 hxOxw ca ot P*s W Mt WON:6 �00 ber Mwh$ M Mor 04 'foce 0,51 OF AvktcV 6'r Szems peft—t No WO tut Olt, A.4k lb" Dowbamw S�OAWI Aiwe qw wfs ore fo*#V to, Aildf xr-�w wv0dm W's o4lix &,�M of j&ed pv,!�V *44-, At a'*t f0-1-01-sq/ Co %'v Apt sho bt #6 =04Ww IVA a"Ot! / Stc�& W os &Whd pvfs &Wce 6 At COK&kO AlIeW*2 POI&A fft% M.%vwk0% W69A X 0! 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