Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1.5-6865 Ph 3
L A N D S C A P GENERAL NOTES_ E V E L OP M E N T' TRACT 6865 LMD -PHASE 3 1. SEE CIVIL ENGINEERS DRAWINGS FOR GRADING AND DRAINAGE INFORMATION NOT SHOWN IN THESE DRAWINGS. 2. UPON EXECUTION OF THE CONTRACT, PROVIDE THE LANDSCAPE ARCHITECT AND OWNER WITH A CRITICAL PATH SCHEDULE TO INCLUDE EACH ITEM, LEAD TIME, ORDER AND INSTALLATION DATE FOR SUBSTANTIAL COMPLETION. 3. PROVIDE FOR POSITIVE DRAINAGE. NOTIFY LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE OTHERWISE. MAINTAIN FLOWLINES AND DRAINAGE PATTERNS AS INDICATED ON ENGINEER'S GRADING DRAWINGS. 4. VERIFY AND STAKE LOCATION OF UTILITIES PRIOR TO CONSTRUCTION AND IS REQUIRED BY GOVERNING AGENCIES BE HELD LIABLE FOR DAMAGES TO EXISTING UTILITIES INCURRED BY INSTALLATION OF THE WORK. 5. REPAIR AND REPLACE ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION, 6. CHECK DIMENSIONS, FRAMING CONDITIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES BETWEEN THE DRAWINGS AND THE SPECIFICATIONS WITH FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE OWNER. 7 VERIFY PROPERTY LINES PRIOR TO COMMENCING WORK. NO CONSTRUCTION ITEM, INCLUDING FOOTINGS, SHALL EXTEND BEYOND PROPERTY LINE. 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB -CONTRACTORS AS REQUIRED TO ACCOMPLISH THE WORK, PIPING, CONDUIT AND SLEEVES SHALL BE SET IN PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS. 9. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISH STRUCTURE, CONSTRUCTION MEANS AND METHODS, SAFETY PROCEDURES, BRACING, TEMPORARY SUPPORTS, AND SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORK SITE, THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 10. GIVE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR REQUIRED OR REQUESTED JOB SITE VISIT. 11. FORMS AND ALIGNMENT OF PAVING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. 12. FOR SUBMITTALS, SAMPLES AND SHOP DRAWINGS REQUESTED, SUBMIT IN TRIPLICATE TO LANDSCAPE ARCHITECT WITH ONE COPY TO THE OWNER UNLESS OTHERWISE SPECIFIED. 13 PROPOSED SURFACES SHALL MEET EXISTING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND FLUSH ALONG ENTIRE EDGE. 14. DIMENSIONS ARE FROM OUTSIDE FACE OF THE BUILDING, PAVING AND WALLS UNLESS OTHERWISE NOTED, ANGLES ARE 90 OR 45 UNLESS OTHERWISE NOTED. 15, COORDINATE AND COOPERATE WITH CONTRACTORS OF ATTACHED, ADJOINING AND INTERFACING WORK OF OTHER TRADES. 16 MATERIALS AND WORKMANSHIP, CONFORM TO LATEST UNIFORM BUILDING CODES AND APPLICABLE GOVERNING AGENCY CODES AND ORDINANCES. NO PART OF CONTRACT DOCUMENTS TO BE IN VIOLATION OF CODES. IF DISCREPANCIES EXIST, NOTIFY LANDSCAPE ARCHITECT AND OWNER. ORIOLE HOMES, INC. AKERSFIELD, CAL1'IFi�RNIA 0 Radechic Ave 19 IV V'SCOS I -aa eaziletrtas BAKERSFIELD PROJECT LOCATI01 f 9 Green Apariments C VultePw Avowe a SalazwAvenue 19 Govemn ent Office E Panama Ln a 4#06p" Ave S2 `? Islington tY VICINITY MAI' c4hvodorat Avenue e Candie Avanu,: E Panama Ln vrl(s aA"r ----- - OWNER / CLIENT Oriole Homes, Inc. 5301 Office Park Drive. Suite 115 Bakersfield, Ca 93309 (661) 327-0912 Contact: LANDSCAPE ARCHITECT Landscape Development, Inc. 2202 Zeus Court Bakersfield, California 93308 (661) 241-5090 Contact: Michael McDonnell l N_ LANDSCAPE SHEET INDEX SHEET DRAWING TITLE SHEET NO. CS COVER SHEET 1 LI -1 E Panama Ln E Panama Ln LI -2 Chevron 3 LP -1 PLANTING PLAN 4 LP -2 PLANTING PLAN / NOTES 5 LD -1 q)cvs 6 LD -2 cn Oa"Mam Ct LD -3 PLANTING DETAILS 8 CN -1 CITY OF BAKERSFIELD NOTES 9 LS -1 IRRIGATION SPECIFICATIONS S Fuafte Ave PLANTING SPECIFICATIONS 11 le CaF Wsh Wa's Auto Repair Services f 9 Green Apariments C VultePw Avowe a SalazwAvenue 19 Govemn ent Office E Panama Ln a 4#06p" Ave S2 `? Islington tY VICINITY MAI' c4hvodorat Avenue e Candie Avanu,: E Panama Ln vrl(s aA"r ----- - OWNER / CLIENT Oriole Homes, Inc. 5301 Office Park Drive. Suite 115 Bakersfield, Ca 93309 (661) 327-0912 Contact: LANDSCAPE ARCHITECT Landscape Development, Inc. 2202 Zeus Court Bakersfield, California 93308 (661) 241-5090 Contact: Michael McDonnell l N_ LANDSCAPE SHEET INDEX SHEET DRAWING TITLE SHEET NO. CS COVER SHEET 1 LI -1 IRRIGATION PLAN 2 LI -2 IRRIGATION PLAN / NOTES / CALCS 3 LP -1 PLANTING PLAN 4 LP -2 PLANTING PLAN / NOTES 5 LD -1 IRRIGATION DETAILS (1) 6 LD -2 IRRIGATION DETAILS (2) 7 LD -3 PLANTING DETAILS 8 CN -1 CITY OF BAKERSFIELD NOTES 9 LS -1 IRRIGATION SPECIFICATIONS 10 LS -2 PLANTING SPECIFICATIONS 11 STREETSCAPES:_ • TOTAL STREETE)CAPE SF FROM BACK OF CURB TO BACK OF WALL = 13,043 SF • TOTAL STREET`)CAPE SF FROM BACK OF SIDEWALK TO BACK OF WALL = 7,534 SF • TOTAL MEDIAN," -;F FROM BACK OF CURB TO BACK OF CURB. = 8,105 SF • TOTAL MEDIAN ;,F OF LANDSCAPE AREAS. = 8,105 SF APPROVED EXP. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R. C. E NO. 61069 EXP.. 12/31 /ttzo /C,' 3 ig DATE DATE REVIEW1_: D BY: RECREATION & PARKS DE ARTMENT DATE SitB REVIEWS_ D BY: TRAFFIr- P:nlr_IK=c:o � . �^ _. . Uf1 I C c rsFa^e or: OiiO e ffotries ORfOi.[= HOA1 =S, INC:. 5301 OFFICE 'ARK D RIVE SITE 115 3AKEF.: IELD :-A 93309 p. ) 327-( S)12 0 M -�j Z Q Z l� W J� � .-� LU , LU Q m CL ` �0 I F C z i• DRAWING TITLE: COVER SHEI_T -'DS�:iP�� p- -6 ��\tiovember i ). 2Ul j��' i Know what`s, below. Call before you dig. FDPJ) "E: 1C.3.2018 ,LE: NIA ,iNN BY: D JOE NUMBER: — SHEET: --- -- ----- CS SHEkIT 1 C)t= 11 TRA!:T 686 5 LMD - F'HASf: 3 JI E t CONTRACTOR TO PROVIDE MAINLINE STUB WITH GATE VALVE. CONTRACTOR TO PROVIDE ADDITIONAL IRRIGATION CONTROL WIRES AND A COMMON WIRE FOR FUTURE PHASES AS DIRECTED BY CITY OF BAKERSFIELD. INSTALL IN RECTANGULAR VALVE BOX. c/) OW z IIII— W _j w ry 1-7-7 01 3:1 . u-1 q:T_, 01 Xw� X QL < L L K 1 21 (-",I Nft_� W ::j -00 -I -- Q� CL 2 LLI 0 2 m 0 JI E t CONTRACTOR TO PROVIDE MAINLINE STUB WITH GATE VALVE. CONTRACTOR TO PROVIDE ADDITIONAL IRRIGATION CONTROL WIRES AND A COMMON WIRE FOR FUTURE PHASES AS DIRECTED BY CITY OF BAKERSFIELD. INSTALL IN RECTANGULAR VALVE BOX. c/) OW z IIII— W _j w ry 1-7-7 cy) W �t cl) r CL 7 ? F_ CY) U) 0 7-7 7 1 r w 3/4 U) z ------ -- ------- 11/21, 71 9 710 10 8 7 E. PANAMA LANE am AMW Abm 78 79 nni - 3/41 - 3/4u So 5 4 mvOEM. PANAMA LANE 14 + 0 0 15-- (91 z 1 11=20.-0ll 20' 9 10, 20' 40' 83 7 0 LjL 0 '5/4 344" 3/4 0 _j em 1 7 pre -are c! for: Oric-Ae Homes -_ OF,: —_ —_ OF I-, LE HO v!ES, IN 3. 530, OFFIG z PARK DRIVE SUITE 115 BAKF�SFIEU) CA93309 , E61) 32..-0912 z lcz� 1-7-7 v I q:T_, Lu Xw� X QL < L L K 1 21 (-",I Nft_� W ::j -00 -I -- Q� CL 2 LLI 0 2 m 0 CC) 3/4 W! j 0< /4 Lu w _3 qo—tJ z 1 11=20.-0ll 20' 9 10, 20' 40' 83 7 0 LjL 0 '5/4 344" 3/4 0 _j em 1 7 pre -are c! for: Oric-Ae Homes -_ OF,: —_ —_ OF I-, LE HO v!ES, IN 3. 530, OFFIG z PARK DRIVE SUITE 115 BAKF�SFIEU) CA93309 , E61) 32..-0912 Lu 0 z > DRAWING TIT'I,.E: IRRIGA--ION PLA ��D c 0 L F CONTRACTOR TO CONNECT TO EXISTING ING (PHASE 1) 1 11 IRRIGATION SYSTEM. CONTRACTOR SHALL UTILIZE EXISTING MAINLINE STUB AND CONTROL WIRES AT JUNCTION BOX. VALVE ID # SHALL RUN IN SEQUENCE '15\\rti t.b,�2( Lol ="' °F`;WITH EXISTING VALVE NUMBERS. Know what's bel w. C,311 before yon dig. FDA 10 3.2018 DATE: AL =20' i DRAWN BY: Ca SEE 'SHEET LI -2 FOR IRRIGATION SCHEDULE/NOTES/CALCS i�J_0__B__NU_ME__E_R:_----- SEE SHEET IPD-1,2 FOR IRRIGATION DETAILS SHEET: 1 --- SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS LI� SHEET 2 OF 11 TPi,(' T 6f-ui LM[) PHASE 3 z lcz� 1-7-7 c/) I q:T_, Lu Xw� X QL < L L K 1 21 (-",I Nft_� W ::j -00 -I -- Q� CL 2 LLI 0 2 m 0 CC) W! j 0< Lu w _3 Lu 0 z > DRAWING TIT'I,.E: IRRIGA--ION PLA ��D c 0 L F CONTRACTOR TO CONNECT TO EXISTING ING (PHASE 1) 1 11 IRRIGATION SYSTEM. CONTRACTOR SHALL UTILIZE EXISTING MAINLINE STUB AND CONTROL WIRES AT JUNCTION BOX. VALVE ID # SHALL RUN IN SEQUENCE '15\\rti t.b,�2( Lol ="' °F`;WITH EXISTING VALVE NUMBERS. Know what's bel w. C,311 before yon dig. FDA 10 3.2018 DATE: AL =20' i DRAWN BY: Ca SEE 'SHEET LI -2 FOR IRRIGATION SCHEDULE/NOTES/CALCS i�J_0__B__NU_ME__E_R:_----- SEE SHEET IPD-1,2 FOR IRRIGATION DETAILS SHEET: 1 --- SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS LI� SHEET 2 OF 11 TPi,(' T 6f-ui LM[) PHASE 3 1-7-7 Xw� Lu 0 z > DRAWING TIT'I,.E: IRRIGA--ION PLA ��D c 0 L F CONTRACTOR TO CONNECT TO EXISTING ING (PHASE 1) 1 11 IRRIGATION SYSTEM. CONTRACTOR SHALL UTILIZE EXISTING MAINLINE STUB AND CONTROL WIRES AT JUNCTION BOX. VALVE ID # SHALL RUN IN SEQUENCE '15\\rti t.b,�2( Lol ="' °F`;WITH EXISTING VALVE NUMBERS. Know what's bel w. C,311 before yon dig. FDA 10 3.2018 DATE: AL =20' i DRAWN BY: Ca SEE 'SHEET LI -2 FOR IRRIGATION SCHEDULE/NOTES/CALCS i�J_0__B__NU_ME__E_R:_----- SEE SHEET IPD-1,2 FOR IRRIGATION DETAILS SHEET: 1 --- SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS LI� SHEET 2 OF 11 TPi,(' T 6f-ui LM[) PHASE 3 Site Information Site Name 4 TRACT 6865 LM© - PHASE 3 Site Type -> Residential Annual Eto (inchesjyr) Flow Available: 78.62 gpm PRESSURE AVAILABLE 1 Hydrozone or! Plantingj i Description Plant Factor PF ( ) Irrigation Method Irrigation Efficiency (IE) ETAF (PF/IE) Hydrozone Area (sgft.) ETAF x Area Estimated Total Water Use (gal./yr.) Regular Landscape Areas _ 78.62 gpm Residual Flow Available: 52.62 gpm Critical Station: 9 Design Pressure: 20.00 psi 1 0.5 Mod./Ave. Drip 0.81 0.6 308 190 6,177 2 0.5 Mod./Ave, Drip 0.81 0.6 32 20 642 3 0.3 Low Dri p 0.81 0.4 16 6 193 4 0.5 Mod./Ave. Drip 0.81 0.6 316 195 6,337 5 1 0.3 Low Drip 0.81 0.4 120 44 1,444 6 0.5 Mod./Ave. Drip 0.81 0.6 280 173 5,615 7 0.3 Low Drip 0.81 0.4 152 56 1,829 8 0.5 Mod./Ave. Drip 0.81 0.6 192 119 3,850 9 0.3 Low Dri p 0.81 0.4 416 154 5,006 10 0.3 Low Dri p 0,81 0.4 96 36 1,155 11 0.3 Low Drip 0.81 0.4 272 101 3,273 SUBTOTAL 4 2,200 1,093 Estimated Total Water Use (ETWU) -> Maximum Allowed Water Allowance (MAWA) 4 35,520 35,520 39,310 ETAF Calculations Regular Landscape Areas Total ETAF x Area Total Area Average ETAF All Landscape Areas Total ETAF x Area Total Area Sitewide ETAF 1,093 2,200 0.50 1,093 2,200 0.50 Notes: IETWU meets MAWA requirement. Average ETAF meets requirement for this site type. Calculator developed July 27, 2015. This calculator is for estimating purposes only. Hunter assumes no liabilityfor use of this calculator. HYDROZSONE INFORMATION TABLE HYDROWNRk ZONE OR IRRIGATION AREA (Sq. Ft) % OF LANDSCAPE AREA VALVE METHOD MW 1 B 308 14-0000% _. ..__ MW - 2� B 321.4545% LW 3 B 16 -T -� 0.7273% - 9 _ MW 4 B316 14.3636% LW - 5 B _ 120 - - 5.4545% _ 6 s B - 280 1 _ 1112.7273%1 LW 7 B 152 --- _T_6_s091% MW 8 B i62F- 6.7273%' LW 9 B 416 116.9091 % LW_ 10 B 96 4.3636% MW 11 B 272 12.3636% - 2,200 Im ---- 9atian Metho-- d- HW=KoWater Use Pis - MS = Micro Spray MW = Medlurrt Water Use Plants S =- L_W = Low Walter Use Plants R = Rotor I B Bubbler NOTE A: POINT OF CONNECTION SHALL BE A 2" DOMESTIC WATER METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY _OW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRAC-i OR. STATIC WATER PRESSURE 55 PSI DESIGN WATER PRESSURE 20 PSI MAXIMUM SYSTEM DEMAND 26 GPM RESIDUAL PRESSURE 5.82 PSI NOTE B: CONTROLLER 'C' IS AN EXISTING RAIN BIRD RB3E:3P12LXMEF, 12 %,TATION CONTROLLER ASSEMBLY INSTALLED IN A STAINLESS STEEL PEDESTAL AS PART OF CONTROLLER ASSEMBLY. CONTRACTOF TO VERIFY NUMBER OF STATIONS UTILIZED IN PREVIOUS PHASE AND ADD MODULES AS NECESSARY TO ACCOMMODATE NEW STATIONS. NOTE: THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO INSTALLED WITHIN PLANTING AREAS. CRITICAL ANALYSIS Generated: 2018-10-11 08:33 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Point of Connection Size: 2" Flow Available: 78.62 gpm PRESSURE AVAILABLE SHEET Static Pressure at POC:_ 55.00 psi Pressure Available: 55.00 psi DESIGN ANALYSIS FOR IRRIGATION SPECIFICATIONS Maximum Station Flow: 26.00 gpm Flow Available at POC: _ 78.62 gpm Residual Flow Available: 52.62 gpm Critical Station: 9 Design Pressure: 20.00 psi Friction Loss: 2.83 psi Fittings Loss: 0.28 psi Elevation Loss: 0.00 psi Loss through Valve: 4.52 psi Pressure Req. at Critical Station: 27.64 psi Loss for Fittings: 0.51 psi Loss for Main Line: 5.13 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 11.38 psi Loss for Master Valve: 4.52 psi Critical Station Pressure at POC: 49.18 psi Pressure Available: __- 55.00 psi Residual Pressure Available: 5.82 psi VALVE LOCATION NOTE: ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTC R TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. NOTES_ MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LCCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. ALL LATERAL_ LINES WITH GREATER THAN FIVE FEET OF ELEVATION CHANGE SHALL HAVE THE KING BROS. MOD. NO. KSC-(XXX)-S (APPROPRIATE LINE SIZE) SWING CHECK VALVE INSTALLED AT EVERY FIVE (5) FEET OF ELEVATION CHANGE MINIMUM. Ct?NTRACTOR SHALL VERIFY ALL SWING CHECK VALVE LOCATIONS !KITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ALL RCV'S CONTROLLING IRRIGATION HEADS ON SLOPE SHALL BE INSTALLED WITH A LINE SIZED KING PROS. MOD. NO. KSC-(XXX)-S (APPROPRIATE LINE SIZE) SWING CHECK VALVE. INSTALL SWING CHECK VALVE DIRECTLY DOWN STREAM OF THE RCV TO PREVENT DRAINAGE OF WATER IN PVC LATERAL INTO VALVE BOX DURING RCV MAINTENANCE. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET, DRIVEWAY AND HARDSCAPE CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL PIPING, MAINLINE AND LATERAL, AND WIRE SHALL BE SLEEVED UNIDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF IRRIGATION PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2 -INCH DIAMETER WIRE SLEEVE. SLEEVING TC EXTEND MINIMUM 12 INCHES BEYOND PAVING. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BU3BLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK, WATER PRESSURE NOTE: CONTRACTOR SHALL VERIFY P.O.C. STATIC PRESSURE IN FIELD PRIOR TO BEGINNING ANY WORK. NOTIFY LANDSCAPE ARCHITECT FOR ANY DISCREPANCIES NOT SIMILAR TO STATIC PRESSURE GIVEN BY WATER PURVEYOR. PSI. 60 PSI CONTRACTOR TO VERIFY STATIC PRESSURE PRIOR TO COMMENCEN`;ENT OF CONSTRUCTION. _NOTE.,:. ALL TURF & S-IRUB SPRAY, ROTARY, ROTORS & BUBBLER HEADS SHALL BE PLACED 2'-0" FROM IMPERVIOUS SURFACE PER AB 1881 GUIDELINES. I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LAIJDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE C+OCUMENTATION PACKAGE. (AB 1881 SEC. 492.3). MICHAEL MCDONNELL, LANDSCAPE ARCHITECT DATE NEW - PHASE 3 IRRIGATION._S_CHE_D_ULE_ SYMBOL MANUFACTURER/MODEL/DESCRIPTION HUNTER PCN -25 • HUNTER PCN -25 PRESSURE COMPENSATING NOZZLE ON 25 50 10 20 RAINBIRD 1804 -SAM -PRS BODY. ----- RAIN BIRD RWS-B-C --- --- - ---- --- r ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0" 1401 1402 1404 1408 LONG WITH LOCKING GRATE. SEMI-RIGID MESH TUBE, AND CHECK VALVE. RAIN BIRD BUBBLER OPTION AS INDICATED: 1401 0.25 GPM. 1402 0.5 GPM, 1404 1.0 GPI, 14_08 2.0 GPM, SYMBOL MANUFACTURER/MODEL/DESCRIPTION + RAIN BIRD PES 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. APOLLO 122T - 2-" GATE VALVE - I IPRIGATION LATERAL LINE---.---PV-CS C__-H E _DU LE 40 IRRIGATION N,AA-IN LI_NE : PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 Valve Cailout -- Valve Nu rr;Qr Valve Row 41" Valve Size 1:-XISTING (PHASE 1)* CONTRACTOR TO FIELD VERIFY IRRIGATION SCHEDULE _ SYI`iBOL MANUFACTURER/MODEL/DESCRIPTION I APOLLO 122T 2" GATE VALVE MV ffls_'� FI POC M RAIN BIRD PESB 1"---------- ---- -- - 1".. 1-1/2". 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WIT SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMAN4 IN DIRTY WATER IRRIGATION APPLICATIONS. FEBCO 825Y Z" REDUCED PRESSURE BACKFLOW PREVENTER. INSTAL ON 4 THICK CONCRETE PAD WITHIN STRONGBOX. SBBC-45AL BACKFLOW ENCLOSURE. INSTALL V.I.T. POLAR BEARIER #PBB-45 SLIP-ON INSULATING COVER. RAIN BIRD R63ESP12LXMEF 12 STATION COMMERCIAL CONTROLLER. AVAILABLE Al KERN TURF SUPPLY. SPECLINE: RB3ESP12LXMEF/VITSB-22SS/RB91Q4602B/KCPCSA-LXM 4/KCP113GR. SPECLINE INCLUDES THE FOLLOWING: 1. 12 STATION RAINBIRD ESP-LXME SERIES IRRIGATION CONTROLLER WITH FLOW SMART MODULE 2. INSTALLED WITHIN (MODEL # VITSB-22SS), STAINLES' STEEL VANDAL RESISTANT ENCLOSURE. 3. INSTALLED WITH (MODEL # RB9IQ4602B) GPRS/CELLULAR NETWORK MODULE. 4. INSTALLED WITH (MODEL # KCPCSA-LXMEF24) SUB -ASSEMBLY/ TERMINAL STRIP. 5. INSTALLED WITH :;MODEL #KCP113GR) GROUNDING PACKAG-E. ------------ - - ------------------ HUNTER KCPL.XME-RG RAIN SENSOR WITH VANDAL GUARD. INCLUDES HUNTE MINI-CLIK RAIN SENSOR MOUNTED WITHIN HUNTER #SG-MC_S_T_AINLESS STEEL SENSOR GUARD ENCLOSUR -- - -- .RAIN BIRD FS -150-P -------- _ - _-- -- ---- -- 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICO SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC (PVC) MODEL. SUGGESTED OPERATING RANGE OF 5.0 GPM TO 100.0 GPM. SENSOR SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. EZ-FLO FERTILIZING SYSTEMS EZ010-HC `10 GALLON CAPACITY FERTILIZING SYSTEM, INSTALL IN 36"X24"X24" VALVE BOX. POINT OF CONNECTION 2" IRRIGATION MAINLINE: PVC SCHEDULE 40 Valve Ca:lout Valve Number # # Valve Flow # Valve Size QTY -i PSI 454 120 i �re,2a',as for: - - QTY- iu tic `s 11 Orkde �H_ornes OR; OLE HC UES, lir C. 5301 OFFICE PARK DRIVE ;UITE 115 3 I BAKE FISFIEL-3, CA El- 309 (581) 32'-0912 3,931 L. F. 1,255 L.F. 249.1 L. F. SEE SHEET LI -1 FOR IRRIGATION PLAN SEE SHEET IPD-1112 FOR IRRIGATION DETAILS SEE SHEET LS -1 FOR IRRIGATION SPECIFICATIONS DRAWIN 3 Tll'(_E: IRRIGA.TIGNI SCREE) JLE/I\IOTES/ CALCS 0. 1117 ' % N�Lwber:d,2019 I► Kncry what' bel c w. C:EM bePire yot dig. DAT=: 10.3.2C, 1.3.2C 3 SCA E: KiA DRAWN B": ca. JOB NUMB -ER: SHEET: --- -- ---- L,_1-2 SHEET 3 ;?F 11 TR �_-T &E ;-i LMC PHASE 3 �"'P s G: Q, LLJ (•.. LLI Q. LLI Z t� Q �} W � J c; 2 l iJ tL� TO W ti CC` O �_ tt) Lucfl Q.. O �. �. eI DRAWIN 3 Tll'(_E: IRRIGA.TIGNI SCREE) JLE/I\IOTES/ CALCS 0. 1117 ' % N�Lwber:d,2019 I► Kncry what' bel c w. C:EM bePire yot dig. DAT=: 10.3.2C, 1.3.2C 3 SCA E: KiA DRAWN B": ca. JOB NUMB -ER: SHEET: --- -- ---- L,_1-2 SHEET 3 ;?F 11 TR �_-T &E ;-i LMC PHASE 3 �"'P s O LL O 11,11 is� .. . . . . . . . . ........ E E E E E E E E E E E E E A A A CONSTRUCT MEDIAN PER CITY OF BAKERSFIELD STANDARD PLAN L-12 650' SIGHT LINE PER COB STANDARD DRAWING T-11 DAKIAKAA I AK11= -0 Z -I r ------ L---------L —J 0 —j I 0 Lu 00 LLJ U." U) LLJ z b, < LLI Z c) 0 < 2 LI 0 u - I CITY OF BAKERSFIELD STANDARD PLAN L-12 1..=20'-0" 20' 01 10, 20' 40' 18+( SEE SHEET LP -2 FOR PLANTING SCHEDULE/NOTES SEE SHEET IPD-3 FOR PLANTING DETAILS SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS I,re,,a,(J for: Oilote Homes DFI:LE HOMES, IN1 530' OFFIC , z PARK DRIVE :SUITE 115 BAK%;SFIELD CA92309 661 o 32 , _0912 DRAWING TITLE: PLANTING PLAN \11\� 7�ffl • Know what's bel,Dw. Call before you dig. DATE: 10.3.2.-18 SCALE: 'I '=2C,'-0" DRAWN F-'(: (,8 JOB NUMBER: SHEET: LP -1 SHIZE ET4 OF 11 TF ACT 6,;65 LM-- - PHASE 3 U." Q. b, < LLI Z c) ui d Lu -, 2 LI 0 u - LO uj LLJ 0c, Zc ill < m DRAWING TITLE: PLANTING PLAN \11\� 7�ffl • Know what's bel,Dw. Call before you dig. DATE: 10.3.2.-18 SCALE: 'I '=2C,'-0" DRAWN F-'(: (,8 JOB NUMBER: SHEET: LP -1 SHIZE ET4 OF 11 TF ACT 6,;65 LM-- - PHASE 3 iii 0 z Ln W L DRAWING TITLE: PLANTING PLAN \11\� 7�ffl • Know what's bel,Dw. Call before you dig. DATE: 10.3.2.-18 SCALE: 'I '=2C,'-0" DRAWN F-'(: (,8 JOB NUMBER: SHEET: LP -1 SHIZE ET4 OF 11 TF ACT 6,;65 LM-- - PHASE 3 PLANTING NOTES 1. REFER TO PLANTING PLANS, PLAN NOTES, PLANT LEGEND, AND PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION. REFER TO IRRIGATION PLANS, NOTES AND DETAILS FOR RELATED LANDSCAPE WORK. 2. NOTIFY OWNER'S REPRESENTATIVE (RFP.) 48 HOURS MINIMUM PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULE. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. IMMEDIA? ELY NOTIFY OWNER'S REPRESENTATIVE OF FIELD CONDITIONS THAT VARY FROM THOSE SHOWN ON DRAWINGS AND SEEK CORRECTIONS AND DIRECTIONS BEFORE PROCEEDING WITH WORK. ASSUME FULL RESPONSIBILITY" FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 4. LOCATE AND MARK ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT. PROTECT FROM DAMAGE ALL UTILITIES, (-.REAS AND STRUCTURES IN AND AROUND LANDSCAPE WORK AREAS. ASSUME FULL RESPONSIBILITY AND EXPENSE FOR REPAIR AND REPLACEMENT OF DAMAGES', CAUSED BY CONTRACTOR. 5. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, AND OTHER STRUCTURES OR ELEMENTS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY FIELD CONDITIONS WHETHER SHOWN HEREON OR NOT, WHEN SHOWN ITEMS DO NOT CORRESPOND TO FIELD CONDITIONS, REPORT DISCREPANCIES TO OWNER'S REP. FOR CLARIFICATIONS AND INSTRUCTIONS PRIOR TO PROCEEDING WITH WORK. 6. PLANTING ACCESSORIES & MATERIAL: A. TREE TIE: CINCH TIE, BY V.I.T. PRODUCTS, 800-729-1314 OR APPROVED EQUAL. B. TREE GUARD: 4' DIA. X 9" HT. PLASTIC TRUNK PROTECTOR, "ARBOR GUARD" BY DEEP ROOT PARTNERS, 800-458-7668 OR APPROVED EQUAL. C. FERTILIZER TABLETS: AGRIFORM 2t-10-5, THREE 20 -GRAM TABLETS OR APPROVED EQUAL FOR 15 GALLON OR LARGER SIZE TREES, TWO 10 -GRAM TABLETS FOR 5 GALLON SIZE PLAN" -S, ONE 10 -GRAM TABLET FOR 1 GALLON SIZE. D. ROOT BARRIER: ROOT GUARD 18"x20' ROLLS, BY BIO -BARRIER, 800-382-8467 OR APPROVED EQUAL. E. MULCH: 3" LAYER SHREDDED WALK- ON BARK MULCH IN ALL PLANTER AREAS. SUBMIT SAMPLE FOR APPROVAL. 7. PRE -PLANTING PREPARATION: A. PROCEED WITH PLANTING WORK ONLY AFTER IRRIGATION WORK IS COMPLETED, TESTED, AND APPROVED BY OWNER'S REP. PROTECT IRRIGATION SYSTEM FROM DAMAGE, B. ROUGH GRADE PLANTING AREAS UNIFORMLY SMOOTH, DEVOID OF DEPRESSIONS, TO CONFORM TO TFE GRADING PATTERNS ESTABLISHED BY CIVIL ENGINEERING DRAWINGS. ENSURE POSITIVE WATER REMOVAL TO DRAINAGE ELEMENTS OR STRUCTURES PROVIDED BY OTHERS. NOTIFY OWNER'S REP. WHEN ADDITIONAL AREA DRAINS AND SUBSURFACE DRAINAGE ARE REQUIRED FOR PROPER DRAINAGE OF PLANTING AREAS. C. ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING WALLS AND FOUNDATIONS FOR PLANTING AREAS ADJACENT SUCH STRUCTURES. D. REMOVE ALL ROCKS GREATER THAN 2" DIAMETER AND ALL DEBRIS AND DELETERIOUS MATERIAL FROM PLANTING AREAS, E. PREPARE PLANTING BEDS PER SOIL TEST REPORT'S RECOMMENDATIONS, ADDING AMENDMENTS, FERTILIZER AND OTHER MATERIAL AS SPECIFIED TO SITE TOP SOIL. 8. P! -ANTS: ALL PLANTS OF THE SAME SPECIES/CULTIVAR/VARIETY SHALL HAVE MATCHING FORM, FLOWER COLOR, AND SIZE, IN HEALTHY AND THRIVING CONDITION, FREE FROM INJURIES, DISEASES, PESTS AND ROOT -BOUND OR GIRDLING ROOTS. REPLACE REJECTED PLANTS WITH MATCHING SPECIES, SIZE AND FORM. 9. LAWNS: INSTALL VARIETY AS SHOWN ON PLANS AND IS SUITED FOR THE LOCAL CLIMATIC CONDITIONS, SUBJECT TO OWNER'S REP.'S APPROVAL. A. ROTOTILL TO 6" DEPTH AND GRADE SOIL TO SMOOTH GRADIENT AT 1 INCH BELOW FINISH GRADE. B. INSTALL PLUGS PER MANUFACTURER'S RECOMMENDATION. C. IRRIGATE LAWN THOROUGHLY AFTER INSTALLATION. ADJUST SPRINKLERS AS NECESSARY FOR UNIFORM COV =RAGE. CONTINUE REGULAR IRRIGATION UNTIL SOD ROOTS ESTABLISH INTO SOIL AND THROUGHOUT MAINTENANCE PERIOD. 10. PLANTING: A. IRRIGATE PLANTING AREAS TO BRING TOP 6" OF SOIL TO FIELD CAPACITY. ALLOW SOIL TO DRAIN. DO NOT WORK SOIL UNTIL IT RETURNS TO A MOIST FRIABLE CONDI T ION. TREE EXCAVATIONS MAY REQUIRE ADDITIONAL IRRIGATION. FLOOD TREE PITS AS REQUIRED TO MOISTEN SUBGRADE. B. PLACE PLANTS IN THEIR CONTAINERS AT THE LOCATIONS PER PLANS FOR APPROVAL BY OWNER'S REP. MAKE: MINOR ADJUSTMENTS AS REQUIRED BY FIELD CONDITIONS AND TO ALLOW OPTIMAL IRRIGATION COVERAGE. C. PLANT QUANTITIES GIVEN ON PLANT LEGEND ARE FOR GENERAL GUIDANCE ONLY, PROVIDE THE SPECIFIED PLANT SPECIES IN THE QUANTITIES AT THE REQUIRED SPACING TO ACHIEVE THE DESIGN EFFECT/INTENT SHOWN ON THE PLANS. D. PLANT GROUND COVER AND SHRUB MASSES ACCORDING TO TRIANGULATED SPACING DIAGRAM UNLESS OTHERWISE SHOWN OR NOTED. E. FOR TREES WITHIN 5 FEET OF PAVEMENT AND SLAB FOUNDATIONS, PRIOR TO TREE PLACEMENT, INSTALL ROOT FARRIER FABRIC WITH ROOT INHIBITING PELLETS 18" DEEP ALL AROUND THE: PLANT PIT, NTH 4" MINIMUM END OVERLAP. F. PLANT TREES, SHRUBS, VINES, AND GROUND COVERS AS SHOWN ON DETAILS. G. INSTALL 3" DEEP SHREDDED WALK-ON BARK MULCH IN SHRUB BEDS. PLANT SCHEDULE TREES BOTANICAL NAME CONTAINER l VVUCOLS i FOLIAGE I QTY LAGERSTROEMIA INDICA'CENTENNIAL SPIRIT' 24" BOX ; LOW DEt.ID000S 5 CENTENNIAL SPIRIT CRAPE MYRTLE MULTI -TRUNK LAURUS NOSILIS'SARATOGA' 24" BOX : LOW EVERGREEN 11 SWEET BAY j i PISTACIA CHNENSIS 'KEITH DAVEY' OX i LOW DECIDUOUS 16 KEITH DAVEY CHINESE PISTACHE Y QUERCUS ILEX -- _ 124" BOX LOW :EVERGREEN 17 + HOLLY OAK I I i SHRUBS BOTANICAL NAME ---i CONTAINER � ; WUCOLS I QTY ARTEMISIA X 'POWIS CASTLE' POWIS CAS"__E ARTEMISIA ' 1 GAL I MODERATE 48 — O CALLISTEMON VIMINALIS LITTLE JOHN' — ! DWARF WEEPING BOTTLEBRUSH 5 GAL I LOW ! I 83 HEMEROCAI__IS X'ORANGE' ORANGE DAY LILY 15 GAL 1 LOW 38 i LEUCOPHYLLUM FRUTESCENS 'GREEN CLOUD' TM-- 5 GAL — ; LOW 64 GREEN CLOUD TEXAS RANGER i LIG LIGUSTRUM-TEXANUM TEXAS PRIVET 15 GAL i j LOW 67 RHAPHIOLEPIS INDICA "ORIENTAL PEARL"5 GAL i MODERATE 56 Ro INDIAN HAWTHORN J j RHAPHIOLEPIS UMBELLATA'MINOR' — ! 5 GAL YEDDA HAVI`HORN MODERATE 98 I SEE SHEET LP -1 FOR PLANTING PLAN SEE SHEET IPD-3 FOR PLANTING DETAILS SEE SHEET LS -2 FOR PLANTING SPECIFICATIONS pre �2�red for Oriole Homes -- I*1f-_ O:IDLE FOMES, NC. 53C1 OFF C= PARK DRIVE SUITE 115 BAKE::RSF[El D, CA 33309 (661) S. 7-0912 tCrtt, Ic: CL, t co z C!_, uj U Q U-1 z �" to C) w � W O= Y0 Y Lij ca. O m =11'IJlilll =1I'III!III DRAWING TITLE: PLAN-ING SCHE _)UL':!NO"-ES % ,\ovembe 30,2015 H.1 low what's 1r f t IOW. Ca II wfore you di 1. DATE: 10.3.2:018 SCALE N/A DRAWN BY: cA JOB NUMBER. SHEET: LP -2 SHEET 5 OF 11 TRACI 6865 LF1D - PHASE 3 Top of valve box(See 2.5' expansion loop for all wires. Finished Grade'- Man Line note I3 on Phis sheet) concrete box with lid cppropriote for the surface conditions '5 qpm Bubbler (nduded) \\�\ Schedule 80 PVC /0 All irrigation installations shah be len accordance with Extra(sP°re) / \ Control Resilient Bol! Volve & } Union Assembly Control �/ \/ Wire(lrnesrze schedule 80) Wire jCommon Recreation and Parks Director. for each valve. Extra (spore) wire shah be red. Valve Female �\ Adopter Wire Valve ID Tog Remote Control Valve �\ /� and Parks Director and shall be installed with o 2.5' service loop at each valve box. /� Schedule 80 PVC B Schedule 80 See detail PLAN VIEW Nipple (TIT) �/ 8" on this sheet (Plan view is for typical Mine ' valve assembly - \/ \ain\ Main configurotions may very) 7. All wire connections shell be waterproof and approved Line Lateral Line by the Recreation and Parks DireCtar. Splices will not EN FILAME: L-6REVDATER Brick Top of valve box 2.5' expansion loop %' For large (See note /3 on for oN wrres Finished opprowd splices will require the this sheet) Grade O RR£MO TE CONTROL VAL VE DRoAri/Bw/Oc use of a valve box Labeled 'splice' on the lid. NOTES: j Extra \� 1. All irrigation control valves shall include o Schedule 80 j control \ Control union downstream side of valve at each location and a Schedule 80 wire \/ Wire Schedule 80 Resilient Boll Valve on the upstream side of each valve. Note (TIT) \ \• See Detail 8" on this sheet /or location of union and boll valve and Female Common 2. A# nrpp/es shall be Schedule 80 PVC. All fittings shall Adopter j Wee be Schedule 40 PVC Use Teflon tope on all threaded joints / 3. All irrigation control valves shall be placed in a plastic Main j/ j� Lateral Line irrigation control box with a valve identification tog and Line lockable lid marked 'IRRIGAT70N' by the manufacturer. The top of the volve box shop be set at finished grade Brick in turf areas and 2' above finish grade in planter areas All plastic valve boxes and lids shall be NDS Pro Series type oapp eu roved al Lids sh0 ba h t b led t qear ran o identify the valve number. O REMO TE CON TROk VALVE 4. Volves located in hardscape shall be placed in a rekaforced 9. Where posshb/e, locate valves in the planter areas. concrete box with lid cppropriote for the surface conditions '5 qpm Bubbler (nduded) All concrete box lids shot/ be labeled 'IRR/GABON" by the /0 All irrigation installations shah be len accordance with manufacturer. Concrete boxes sho# be Christy Box type or City slandords� the latest improved edition of the Uniform opproved equal. Plumbing Code, manufacturer's recommendations; Section 5 Instollotion of extra(spare) 'g° irrigation control wire from 20 of the Standard Specir1cotions, and as directed by the irrigation control clock to remote control valve is required Recreation and Parks Director. for each valve. Extra (spore) wire shah be red. Valve 11. All new and/or upgraded irrigation systems shah include (control) wire shall be block Common wire shall be white a master rave and flow sensor as opproved by the Recreation installation of extra (spore) common wire (while) is required and Parks Director and shall be installed with o 2.5' service loop at each valve box. c 1 Pear tiers control 12. A/l materials used shatl be new and tree from defects 6. All irrigation control wires (control and common) shall be 14 gouge U.L. single strand copper wire, toped and 13. Any and all changes shall be opproved by the Recreation bundled at 10' i7tervals and placed near the irrigation and Parks Director prior to implementation. moinikne at the 3 aclock position. Contractor shall upsize ' wire gouge as necessary for long wire runs 14. See approved landsco irr ,-tion loos and PP pelf i9 p legends Locate wires of the for specific model numbers, size, quantity, manufacturers 7. All wire connections shell be waterproof and approved and performance requirements. by the Recreation and Parks DireCtar. Splices will not EN FILAME: L-6REVDATER be allowed unless approved by the Recreation and Parks Director. The / %' For large STANDARD V 1-15-15 opprowd splices will require the turf heads Jam; V� \/ DRoAri/Bw/Oc use of a valve box Labeled 'splice' on the lid. - 8. Marntokr 2.0' separation between remote DETAILS FOR REMOTE CHECK F Goualez SCALE control varves (centerline to centerline) when more than CONTROL VALVES N.T.S. one valve is installed in the sone location. APPROVED STANDARD DETAIL CrIY OF BAKEiR3FlELID L-6 CALFOFNA CITY ENGINEER PUBLIC WORKS DEPARTMENT Finish GrodelTop of Mulch 10" Round Volve Box with Cover. Heat Brand QCV" on Cover. Quick -Coupling Volve w/ Locking Cover. Stainless Steel Gear Clamps PUC SCH 80 Nipple (Length as Required) 3' Layer of 314 -Inch Washed Gravel Brick (i of 2) Rain Bird TSJ Triple Swing Joint �- PVC SCH 40 TEE OR ELL PVC Mainline Prpe (2) 14 Rebor with Stainless Steel Gear Clamps or Equivalent Support System. NO TES: 1. Fumish fittings and poing nominally sized identical to nomrnol quick coupling volve inlet size. 2. AN material used shall be new and free from imperfections 3 Any and ad changes sholl be approved by the Recreation and Parks Director prior to implementation. FILENAME: L-151 Finished r1_4 - NOTES ©ELECTRICAL CONDUIT 1. µhen crossing under roodwaA or any other hard surface, all electrical wiring and water lines shall be kstolled with 25' of cover.. in a schedule 40 PVC sleeve. Sleeve shoal be two times the olarneter of the conduit/pipe; all electrical conduit shall h:.7w 1" min, did. for 110 volts on 2' min. d% for low voltage. 2. Sleeve shall extend 1.0' beyw,d hardscope on all sides and the location shall be marked on the curb face and or hordscope oy chiseling the letters !R7 J. /marowments wrthrn the dedicated street right-of-way mos, require a Street Permit. Check with the City Public Works Department Subdioi5/ Section for requirements. 4 $hare open cuts are required to install various irrigation Innes and/cr wires, all street patching within the City right-of-woy shall 5e in accordance with current City standards or as direc`ed by the City Engineer. 5. Any and oil changes shall be opproves by the Recreation and Parks Director prior to knplemen lotion. 6. All electrical instol/ation shoo ,5e in accordance with City Standards, manufacturer's recommendotion, section 20 of the siandord specification, and as directed by the Recreation and Parks Direclor. 7. All material used shall be new and free from imperfections 8. All electrical instollotions within porks or parkways shall be inspected by Public Works Electrical supervisor. 9. No non-krigotion conduit or poi ng droll be allowed within e/ectri,:ol or control line lrenchin4: 10. µhere Rarnbkd Moxicom or l0 system is specified, the SateslPe Communication Coble and Flow Sensor Coble shall be p/ocea inside a 1' Schedule 40 canduil. Master valve wire shall be direct burial and green in color 9 _ I � _I• I - c •e I I .L.I Raodway/Hordscope t -of -Way only Sleeve Right -of -Way. Conouit/Prpe PLAN VIEW Chisel 7R on Face of Curb --- :e of Curb -w_ . I R .. Flow Gu PROFILE VIEW © SLEEVES e FILENAME: L-3REV i *12" for Sprcy Heads NOTES: 20'* 3' for Bubblers (See 1. Use Teflon (ME) tope on oil treaded joints Note 15) Teflon tope is not required on Martex fittings 2. All risers and noples shall be Sch. 80 PVC All fittrn s short be Sch. 40 PVC Finished -6" Flex Nipple (TIT) 3. All literals shall be Class 200 PVC at as required on plans Grade j jj�i��' Ef! (S) or 4• f+en ikrigation heads are installed within embankments, a \\// // / i . Tee (.` T) droin valve or check valve is required to prevent erosm Check Lateral Line \/ valves and/or drain valves shall be kslolled at locations shown in approved plans per monufecturer's recommendation, as *Typical shrub head shall be 12' pop-up far spray nozzles and 4" necessitated by site conditions, and as directed by the Recreation pop-up for bubbler. Use of flex risers shall be as directed and and Parks Director. approved by Recreation and Forks Director 5 A# heads and risers shall be placed 2' (24) from concrete A� B BBLER/SHRUB SPRAY HEAD and asphalt areas All large radius irrigation heads (port circle) shat' be 2' (24 J from concrete and asphalt areas Height of pop-up heads shall be as foAows• 6' for turf areas 12' for shrub spray areas 4' for bubblers 12" for groundcover areas 'i\ \ Finished l h.80 PVC �\ /� Grade 6. )here part circle irrigation heads are adjacent to a building pP1(I) wall, locale heads I.0' minimum from face of building wolf to back of head Field odpst to prevent oversproy on wall. Triple Swing Joint 7. All trees shall include o deep root watering system (Rainbird RWS series or approved equal). Two (2) per tree. /,;�j\\j\\/ Loferol Line 8. Trifnle swing pint assembly shall be Rarnbird SA Series for pop -ups and TSJ series for rotors or approved equal. ins'all Top of Head 0.25" obcve F.G. for rotors in turf areas Install 9. Any and all changes from this standard detail sheet shalt Top of Head 1' above FG. for planter areas $here mulch is used, by approved by the Recreation and Parks Director. Insloll Top of Head 0.5" above top of mulch. 10. See approved /andscope and irrigation plans; legends and LARGE RADIUS HEAD (Bottom '3bunt,specifications for specific model number(s), size; quantity, mo locturer, and performance requirements Finished Grode hed Grodel Top )f mulch arcking grate (inouded) MAIN LINE Bockfill and compact according to Standard Detail ST -12. '5 qpm Bubbler (nduded) �- See Coltrans Specs for surfoce ,Wished Grade 10' -----•� Sch. 80 PVC i i Nipple (TIT) swing assembly (ncluded) Triple Swing Joint (SHOWN IN male npt inlet ('ncluded) •. c 1 Pear tiers control SCH 40 Tee or ll /\\\�\\�\� wiresires near the mocnline 1.0'Finished Grade _ I Lateral Line , L ateral Ifine ag rigid basket weove canister (included) Optional (RWS-sock) for sandy soils Ruin Bird RW5-8-C-1401 (includes retainer, 36' tube, 0.25 qpm bubbler & integrated check valve, 4' grate versGIVe swing assembly with 1/2' m npt inlet) 91 ROOT WA TERING SYS TEM POP UP SPRAY HEAD (Bottom Mount) For small turf areas, shrub spray areas, and pop-up bubbler use. FILENAME: L-BREV DATE REV 5/15 STANDARD WRQ /BW/OC CHECKED DETAILS FOR VARIOUSF Gonzoles SCALE IRRIGATION HEADS N.T.S. APPROVED STANDARD DETAIL CITY OF BAKERSFELD L-8 CALFOFNA CITY ENGINEER PUBLIC WORKS DEPARTMENT O MAIN LINE Bockfill and compact according to Standard Detail ST -12. �- See Coltrans Specs for surfoce ,Wished Grade 10' -----•� treatment or cs directed by the Recreation and Forks Director. i i AT RI IN ��• (SHOWN IN MUL Tr' LINE TRENCH) •. c 1 Pear tiers control j%/ wiresires near the mocnline 1.0'Finished Grade _ I j bundled and taped of ' Place Moxicom wires// . near the main line '; Locate wires of the \, \\� at the 9 o'clock ; , 3 o'clock position. Bocklll \ \\' position. �/ / %' For large \X! A/ K ; turf heads Jam; V� \/ r NO TES: 1. Alien crossing under roadways or any other hard surface, all electrical wiring and water lines shall be Installed in a schedule 40 PVC sleeve with o minimum of 2.5' of cover per City Standard L-3 or as directed by the City Engineer. Sleeve sholl be two times the 070meter of the conduit/pipe All electrical conduit shall be 1' minimum diameter for 110 volts and 2' minimum diameter for low voltage. 2. Where the Rambled Moxicom or 10 irrigation system is specified, the Maxicom cable must not come into contact with the power supply or valve wiring, Locate the Moxicom cable near the main line at the 9 o clock position. 3. 1f more than one line is installed per trench, provide 05' hoizonto/ and vertical separation. 4. AN PVC solvent (glue) shall be ,711 Weld -On or approved equal. Primer is required on mainline only. 5. Landscape and irrigation improvements within the dedicated street right-of-woy may require an open street permit. Check with Cily Engineering Deportment for requirements. 6. )here Iden street cuts ore required to install various irrigation lines and/or wires, oN street patching within the City right-of-woy shall conform to Standard Detail ST -11 and as directed by the City Engineer. 7. Men there is a change fin filled direction, size, or water velocity al/ irrigation main lines (pressure Iknes) larger than 2.0" in diameter shall be secured with concrete thrust blocks in accordance with manufoclurer' recommendation, City Standard Detail L-4 or as directed by the Recreation and Parks Director. 9. All irrigation lateral lines shall be class 200 FVC If o lateral line is located under a hard surface, Schedule 40 PVC is required All irrigation lines located under a hard surface shall be instolied in a schedule 40 PVC sleeve per Standard Detail L-3. C-s'ular Antenna TCD Mount Stainless --- - Sreel Controller Enclosure Aitomotic Controller Per specifications and as directed by Recreation and Parks Director °0 AWG Solid Bare Copper Gi cun& ng Wre Attached to Lound Lug (Make wire as shot aid straight as poss&e). ** For small 6" -'- \\ turf heads � � � \\, & bubblers lJ i \ i/ \\% 10 9. All irrigation mainlines 2.0' in diameter and less shall be Schedule 40 PVC. lrrigot7on mainlines greater than 2.0' in diameter sho# be closs 2W ring -tile PVC Schedule 40 or approved equal by the Recreation and Parks Director . Irrigation mainlines 4' or greater small include ductile iron fittings. 10. A!l irrigation installation sholl be fin a ccordonce with City standards, the latest approved editiaa of the Uniform Plumbing Code, Manufacturer's Recommendations, Section 20 of the Standard Speciricatrons, and es directed by the Recreation and Parks Directar. 11. All material used shop be new and tree from imperfections 12. See approved londscope and irrigotial plans and legends for specific model number, size, quantity manufacture, and performance requirements. 13. No non -irrigation conduit or piping shall be allowed wrthkn the irrigation piping or control line trench. 14. Alt mainlines installed shall be pressor,- tested as per pipe; fitting and solvent (where solvent is used) monuioclurer's spedricotions Manufocturers testing specifications shall 5e incorporated into the propct plans and specifications. 15. Any and all changes shall be approves' by the Recreation and Parks Director prior to implementotien FILENAME: L-2REV Roin Bird Rain Sensor with WT-RGVRSS Stourless Steel Guard and Hardware Controller Sub -Assembly g (CSA) includes W/ If terminal strips with placards. Pc>zred Conc. Bo-� In a Fan.hed Grade ---- a► „ . ; CaXrooct SubBase to "r`:: ==1111 I1 �I l i 90t relative compaction 'i 3Z-Direcl burkd control to c depth of 6' i wires to control volve(s), master valve and flow 120 --volt service in ` i, \ sensor. 1' SCtJ 80 cohabit. / f PVC long sweep ELL PK- Sleeve for Grounding We size is required. A Cr SIDE VIEW See Standard Decal' L-20 for FRONT VIEW Gro:u:Tding Detail MODEL SB-22SS 'N07F• STRONG BOX BY V1T PRODUCTS MOUNT ON ANY SUkF4CE WIRE IT WL BE OR APPROVED EQUAL EXPOSED TO UNOBS "PUCTED RAINFALL, BUT NOT iN PATH OF SPq,NKLER SPRAY. IRRIGATION CONTROLLER ENCLOSURE NL'TES: 1. !use Schedule 80 PVC conduit with or, enclosed pedestal 5 All moWds shalt be new and free fran defects 2. Construct 6' (0.5) thick, Gass 8' concrete slop as required to 6. See approved landscope/irrigation plans -rid legends for specific receive the pedestal mounted krigation control clock. Compact sub model number, siza quantities, monufocturers and performance base to 90%re/etive compaction to a depth of 6" (0.5) Extend requiremen(s. concrete 6' beyond outside dimensions of enclosure with 1/2% slope to, *ainoge. 7. Any and all changes from this stondore shalt be opproved by the Recreation and Parks Director prior to on), type of construction. 3. Flt irrigation controller enclosures shall be tap mount, of o vandal and weather resistant nature and manufactured entirely of 304 grade 8. Rain Bird has strenuous grounding requi ments for Moxicom sfeinless steel. Enclosure shall be Strong Box S8 -225S as Systems Contractor sholl be responsible for satisfying 0# of Rorn mcnufoctured by WT Products or opproved equal Birds field tests and slslallotion requirements See City Standard L-20 and Current Roan Bird Requirements fa CcOroller Grounding. 4. All irrigation installotion shatl be in occodance with City Standards, the 'otest edrlion of the California P/umbrng Code, and manufacturer's 9. This Project is Subject to the Requkeme7ls of the lot, 7t recommendation, Section 20 of the Standards Specifications. and California Deportment of Woler Resources rude/ Water Efficient as cheated by the Recreation and Parks Director Landscope Ordknonce (1l$ELO) and any other Applicable State and Local Regulation. Contractor is Respcnsib/e for Compliance with these Requirements. FILENAME: L-7REV I --`-re�-red fo .,� c Or_ alt_ Homes INC ORIOLE TOMES INC. 5301 Of CE PA <K DRIVE SUITE 115 BAKERSF1cLD, C.& 93309 (661) 527-0912 OD 2 U' i w H a 0 LU i i ��• w w z z y LU t �a c''*I U; LL -� i LLI Z' tL CL T- cJ) U Y 1� Q) r OD 2 U' i w H a 0 i i w w z z y LU i DRAWING TITLE: IRRIGATION DETAILS (1) � P C �, 0 r Lac-� . wem& K . 0, 201'/ ., Dom_ Kit ow whst's below. ("ail b3fore you dig. DATE: 10.3.2 )18 - SCALE: N/A 1 DRAWN BY: c.q JOB NUN18ER: SHEET: LD -1 S�-EET 6 OF 1 TACT E 865 Lh1 ? - PHASE 3 'RAC7 6865 LR1D - PHASE 3 FOR LAN05CA JOINS (SM DETAIL OF MEDIAN FOR EXTENT OF PLANTER AREA). AREAS OUTSIDE TMESE LIMITS SMALL BE ENTIRELY SURFACED MAJOR ARTERIAL WITH APPROVEDE HARD SURFACE TREATMENT. USE OR C:OLLEGTOR OF TREES OR OTHER FEATURES MAY BE LIMITED J DIX TO 516HT LINE RESTRICTIONS. 50' MiNiMUM 123' MIN ------- 12-5'"N 123'"N LAND5CAPIN6 LIMITS W1THIN MEP5N5 MOW RAMP, START WiTNrN HAR05GAPE a"(� 1t3' M 9 L 14' rL HARD SURFACE TREATMENT: DENOTES 505{ MIN. PLANTER AREA ACCEPTABLEHARD 75% MAX. PLANTER AREA SURFACE TREATMENT AS APPROVED BY RECREATION AND UfTAIL OF MWIAN PARKS DIRECTOR I. A 15MIN. BORDER OF HARD SURFACE TREATMENT 15 REQUIRED ADJACENT TO THE BACK OF CURB THROUGHOUT ZONE B. 2. WERE WIDTH 15 LE55 THAN 1251 MEASURED FROM rL TO ITL (8' PLANTER NDTH) HARD SAFACE TREATMENT ONLY REQUIRED. 5. HARD SURFACE TREATMENT ONLY MUST BE INSTALLED WEEN THE MINIMUM NDTH DOES NOT OCCUR FOR 5O CONSECUTIVE FEET. 4. NO SHRUBS HILL BE ALLOWED IN PLANTER AREA WITHOUT PRIOR APPROVAL OF RECREATION AND PARKS DIRECTOR 5. STAMPED CONCRETE INSTALLATION SHALL BE TO 'BOMANITE' SPECIFICATIONS OR APPROVED EQUAL, b. SPRAY HEAD" TYPE IRRIGATION REGJiRES THE ISI HARD SURFACE TREATMENT ALONG THE PERIMETER OF THE PLANTER TO BE SLOPED INWARD TOWARD THE PLANTER AT 2%. 1. 'BUBBLER iEAD' TYPE IRRI6ATiON 15 DMIRA6ED. HOWEVER, *ERE STREET fL GRADES EXCEED 2% FALL, 'SPRAY DEAD" TYPE IRRICAT10N 15 REQUIRED. b. CALOR OF CONCRETE OR OTHER HARD SURFACE TREATMENT SHALL BE DETERMINED IN CONST, LTATION NTH THE RECREATION AND PARKS DIRECTOR Q. ALLOWABLE SHAPE OF LANDSCAPED PLANTER AREAS CAN BE FREE FORM AND 15 NOT LIMITED TO RECTANGULAR OR CIRCULAR COW16URATION5 AS LONG A5 CONTAINMENT OF OVERHEAD IRRIGATION 15 ACHIEVED. 10. INSTALL MOVER RAMP AT ALL MEDIAN BREAK5.(PREFERAE3LY AT LEFT TURN POCKETS ADJACENT TO LAWN AREAS) 11. COMPACT 05(150=rBASE TO 40% RELATIVE DENSITY BELOW ALL HARDSCAPE 12. MOW RAMP REQUIRED ON ALL ENDS OF MEDIANS. (2 MOW RAMP5 PER ISLAND) 1/4" PER FT 1/4• PER FT 1/4" PiER FT 1/4" PER FT 13' 13' LI= 1 I 1-1/2"=5OD SECTION A -A SECTION 5-5 SECTION G -G MOW RAMP NO PLANTER PLANTER TURF AREA CITY OF BAKERSFIELD REVISIONS DETAIL FOR LANDSCAPE LIMITS WITHIN MEDIANS STANDARD PLAN NO. SHT 12 OF 14 APPROVED RCE XXXXX DATE L- 2 aw LINE nm AV AEWN 1N) W SOT Lff illFW AREA SH'bttt BE SPAaD AT OR WEA JTR I/AN 50 r5 0 "T MATERIALS 9IALL &E RfNWIM TO LOW GOWN 90M Mw cme a? TURF. wav )lux S&T LAE 7r21m) MW ro° a• ) l t \ am * AE'ASi/RE F" W& R01111W FISP smv OWES LE FENCa *W� ETC X(0, Am) MAX U9CMU IRISES LWf BE LIN A RAO* nW 1W till AllIVT W 8E RACED BENW SA�/T LA4F TREES AAD MW Mt#W 9WT LAE AAD TRLTS OWR SVEW UtS WAU CWQN TO 111E DETAK BRON SWT Ll1E' AAV WEW PL VT LOCAAW STIAt[ lbNrM TO SECWV 1701175 Or TI>£ AAfAVWAL CME STANDARD TYPICAL SIGHT LINE REQUIREMENTS FOR LANDSCAPING CITY OF BAKERSFIELD CALIFORNIA T-12.QMC Centerline of Fence Chain Link Fen,e Playground or Wood Fence Sond Area s 20" in Planter Areas I 1.0" in Turf Areas 05 Pad, T)p. Top S des FG. (Turf) � 90' �9.0" ��-�r� - - I finisaed Grade (F.G.) r ///� l j Planer Area 6. 9" Thick Comaacted Concrete Mow Strip /,�, Fort r (f ence Footing Not Shown). QMOW .STRIP AT CHAIN SINK FENCE' OR WOOD FENC, CMU Block Wall A,cproved Moisture 0.5" Rod. Typ. Bcrrier on Lot Side Top Sides {--Lot Grade F. G. (Turf) 11 LE j 6.0" Thick Concrete Mow Strip j Footing \\i\\i\\���::��rT F G (Turf) 1.0' in Turf Areas Compacted Earth ® MOW STRIP A T WAIL 0.5" Roc+ T)p. Top Sides (0.5) 6" I { r--2.0" in Planter Areas Mow Strip (See Note J, �C CONCRETE MOW STRIP A-6rlhp) INAW PARTING (ALMMIlS L&D ON ARTMALS AW MEC;WS) A=IMISm) AKDYPAkKfO 0.5 Rad. Typ. Top Sides Compacted Earth "And per approved plans and specifications and as directed by the Recreation and Porks Director. PLAYGROUND SIDEWALK NO TES.- I- Construct a deep score expansion pint at every fence post and every 15' on of/ other concrete surfaces 2. All areas to receive concrete shall be compacted to 909 relative compaction to a depth of 6"(0.5) or as directed by the Recreation and Parks Director. 3. Top of mow strip shall be 1.0" above finished grade when odfacent to turf and 2.0" above finished grade when adjacent to planter. 4. Where the grade on the lot side of the wall is higher than the grade on the street side of the wall, water proofing is required. See City Standard L-9, Detail D for water proofing requirements. 5. A 90" wide concrete mow strip is required for ail turf areas adjacent to an existing or proposed fence per City Standard L-11, Detail A. 6. Any and all changes from this standard detail sheet shall be approved by the Recreation and Parks Director prior to construction. 7. All concrete shall be Class B" in accordance with City Standards, the latest edition of Section 73 of the Standard Specificolron, and as approved by the Recreation and Parks Director. FILENAME: L-11REV 25 APP (40 AmAA) 76rX m) tlf/w DATE REV 5/15 0(27m) R/110 STANDARD DRAWN 65 MW (105 knAA) DAH/$W/DC CONCRETE MOW CHECKED STANDARD STRIPS & PLAYGROUNDSCALE F Con Rales SIDEWALK N.T.S. APPROVED CHECKED STANDARD DETAIL IRRiGATICN FOR MY OF BAKERSFIELD VARIOUS PLANTINGS SCALE N.T.S. D � CALIFORN3A CITY ENGINEER PUBLIC WORKS DEPARTMENT A MOM DWAIVA1407 C=10 F7/+3PH 0=S r C C= t a wsffar A D-.mr /A►SUNLE s --D CAL Slw (mm PJEmi ) cK lFAvrAOV(Jw QEm 9W AV N% Saf T (SOT UW AM[fES AN EI£ AT 15(1.05m) MINI L 00 AT AN OMCT AT 4125(1.NW) fA7" i W(ffiff) R/b' 25 APP (40 AmAA) 76rX m) tlf/w 55 AFN (90 IM A) 0(27m) R/110 65 WIN (105 km/A) norJJ") Rl-# 65 MW (105 knAA) 015M I-IILW OR AAEZI&W tW T - - �� ( 6 9m) ......... . D CONTROLLED 1WnDUX7KW 1. 801/ oP11ER;4! COW* AT AN UlKGi7VMOUJD T-ANTERSECTA(K 2 9Wr LAME Z M7E1AENTS PER SFC 17.O 175 OF AE NAWAL M: fZOW LINE J r: ,J. r r t • ,•� >r � STANDARD 07/91 SIGHT DISTANCE REQUIREMENTS FOR Do= 8JD INTERSECTIONS N TS APPRIM �ccT rn. CITY OF BAKERSFIELD CALIFORNIA T -t 1 air V aRm PRM Ile 'msec NO TES: For planter areas 5'-10' 1. Apply soil amendment as per soil test and per approved plans inwidth or as approved and specifications and as directed by Rec eation and Parks Director. by Recreation &Parks � ' 2. Director. All trees shah be double stoked with oew 2.0" Did. Pressure treated Lodge Pole Pine stokes. Remove original nursery stokes from 0/1 ;Install trees along ( o project plant material and install new trtN� stokes per deto#s B and C. CL of planter \ 3 3. Place root bolt on undisturbed native .od per detoa 8. 8ockrid hole half -way with backfill mix per approved oIons and specifications and See City Standard �� 4 berm 2E water sufficiently to settle soil. Once al,' surface water hos drained, odd ST -8 or ST -9 for required sufficient bockfill mix to reach finished grode. Construct 4" berm to Sidewalk Dimension Distance Varies ` create a watering basin around tree, All basin with water and refill once Ei water has drained. Remove berm prior rc insfaling turf or bork mulch. r-F.G. z 4. Arbor Trunk Guards or approved equa are required around oU trees \� planted in turf areas. 5. Root Guard Barrier 1lstollation is reg0ed for all trees 50' or less nstoll roof barrier `/< %, _ . from any hard surface and as directed b the Recreation and Parks \ Roof Bol! Director. For %ineor oppiications" place 19' of barrier porollel and adjacent aonels with top of panel ; i�� ! n %; /2" above F. G. (linished ; %\;�� \ to the edge of hard surface, 5' to each :ude of free. For tree wells and P10,14179Tab:ets other small areas, install root barrier orotnd all four sides of the root Trade) or per monufac- %\, ,;, boil in a surround application. " Ad" ini, panels shall be fastened ;i�%�`\'„� PP � to S -urer's specifications �.;;� (See .Note 6) � together per manufacturer's recommendetbn. 6 Pfontfng Tablets) shall be evenly spoced and placed 2.0" below TREE PLANTING WITH ROOTGUARD finished grade near root bolt as follows: 1 - Tablet per 1 Gollon. 6 - Toblets per 15 Gollon. 3 - Tablets per 5 Gallon. 5 - Tablets per 24" Box 7. Any and all deviations from this standard sholl be approved by the Recreation and Parks Director prior to construction. 8. All laadscope instollation shall be in accordance with City Standard Manufacturers Recommendation, and Sec,i)n 20 of the Standard Spec..' cotions. 9. All material used shall be new and tree from imperfections -5. 10 See approved londscope and krigotion flans & specifications for 50' Stokes (See Note f2) specific model numbers size, monulocturty and performance requirements. See City Standard Detall L-9 for root watering device. Tree Support (VI. T ar Equal) Shrub �- Trunk Guard (Turf Areas Only) Water 1.0 F. , Basin , &-l. 9 4.0" (.33) Berm FG 4.0" (.33) Beim (Temporary) o\`; Q -Water Basin (Temporary) m l i a o Root Boli Crown of Tree shotl be \\i Root Ball / ,, � \, r 1" to 2" above F.G. o o` \\Ptonting Toblets of , _; (See Note 16) Planting Tablets ,or ;;Undis`urbed \r \\-Undisturbed \j (See note 1'6) \��i \iNative Sail"11/ �\ \\� 'Native Soil' -- 21 Width of Root Ball " STAKING DETAIL (SECTION) Tree Trunk Prevailing Wind Direction Tree Stakes Tree Canopy Suppo.'1 O STAKE L OCA TION APPROVE THE OBJECTIVE 15 TO 5OFTEEN THE VISUAL IMPACT OF A FENCE OR WALLED FRON--A6E. PLANT MATERIAL SHALL BE SELECTED TO PROVIDE: A PLEASING LANDSCAPE WITf LOW MAINTENANCE REQUIRE'MENT5. LANDSCAPE PLANT MATERIAL COMBINATIONS SHALL BE REVIEWED AND APPROVED BY CITY PARKS DiV1510N. A 5EEPARA17E AUTOMATIC IRRIGATION SYSTEM 15 REQUIRED. NT5 OR MASONRY WALL A101'H VARIES P OR DRILL SITE A_ 6 -FENCE OR ITE 5EGTION NTS i f 0'-5' WIVE LANDSCAPE P'LANTIN6 (SHRUBS ONLY) COWR2=TE CURB/6Vr E -R 5'+ WIDE LANDSCAPE PLANTING AREA (1REE5/514"5) DRIVEVAY SIDEWALK AREA----- ELEVATION N� I. AFM, BETVIEEN BACK OF SIDEWALK AND WALL 5. ALL 6ROUId: COVER SHALL BE REVIEMED AND I. NO CLIWW6 VINES SHALL BE USED TO 5GRED4 OR FErCE AT PROPMTY LINE SHALL BE APPROVED BY CITY PARKS DIVISION. WALL OR FEN:E. LANDS ;;CPEO. IF FRONTAGE 15 LESS THAN !00 4. ALL. PLANTS (5HR165, TREES) SHALL HAVE AN 8,. NO LANCSCAPE It -PROVEN 51TS SHALL BE LINEAR i$T, THE AREA BETVEMN AND INDIVIDUAL BUeMZR ALL4MED A142 CONCRETE SIDEKALK SMALL BE BACK tk= CURB SMALL REGiEVE GONGRETE. 5, IRR.i6ATION SYSTEM SHALL HAVE A SEPARATE EXTENDED T^ THE FACIE OF WALL NMDRE SUMP OR 2. 6RlXNP COVER MAY BE USED ONLY MIEN POINT OF CONNECTION DRiLL SITE ii'ONTA6E IS LESS THAN 100 LINEAL D15TAN.E BETWEEN BACK OF SIDEWALK AND FDiGE & "10195 AND TREES SMALL BE SPACED NO FEET A5 MF_ U RED PARALLEL TO THE AD.IACENT EXCEEV(i 10'. CLOSER THAN X2 THEIR FULL DIWIETER AT MATURITY. STREET. CITY OF BAKERSFIELD TYPICAL LANDSCAPE WALL OR FENCE SCREEN SHT 13-_ OF 14 APPROVED R(.,EXXXXX I TE REVISIONS STANDARD PLAN NO. -13 L 4 � Oriol[omes -----INC ORIOLE HOMEii, INC. 5301 OFFICE PARK DR VE SUITE 115 34KER1F IELD, (,493309 1661) 327-0 12 ZX Width 0f Root Bail OD TYPICAL S)HRUB PLANTING -DETAIL FILENAME: L-10REV STANDARD DATE REV 5/15 DRDAH/8W/DC ;IL LANDSCAPE- AND CHECKED IRRiGATICN FOR F Gonzales VARIOUS PLANTINGS SCALE N.T.S. D � STANDARD DETAIL CfTY OF BAKE:33FiELD L-10 CAL1FO LU CITY ENGINEER PUBLIC WORKS DEPARTMENT THE OBJECTIVE 15 TO 5OFTEEN THE VISUAL IMPACT OF A FENCE OR WALLED FRON--A6E. PLANT MATERIAL SHALL BE SELECTED TO PROVIDE: A PLEASING LANDSCAPE WITf LOW MAINTENANCE REQUIRE'MENT5. LANDSCAPE PLANT MATERIAL COMBINATIONS SHALL BE REVIEWED AND APPROVED BY CITY PARKS DiV1510N. A 5EEPARA17E AUTOMATIC IRRIGATION SYSTEM 15 REQUIRED. NT5 OR MASONRY WALL A101'H VARIES P OR DRILL SITE A_ 6 -FENCE OR ITE 5EGTION NTS i f 0'-5' WIVE LANDSCAPE P'LANTIN6 (SHRUBS ONLY) COWR2=TE CURB/6Vr E -R 5'+ WIDE LANDSCAPE PLANTING AREA (1REE5/514"5) DRIVEVAY SIDEWALK AREA----- ELEVATION N� I. AFM, BETVIEEN BACK OF SIDEWALK AND WALL 5. ALL 6ROUId: COVER SHALL BE REVIEMED AND I. NO CLIWW6 VINES SHALL BE USED TO 5GRED4 OR FErCE AT PROPMTY LINE SHALL BE APPROVED BY CITY PARKS DIVISION. WALL OR FEN:E. LANDS ;;CPEO. IF FRONTAGE 15 LESS THAN !00 4. ALL. PLANTS (5HR165, TREES) SHALL HAVE AN 8,. NO LANCSCAPE It -PROVEN 51TS SHALL BE LINEAR i$T, THE AREA BETVEMN AND INDIVIDUAL BUeMZR ALL4MED A142 CONCRETE SIDEKALK SMALL BE BACK tk= CURB SMALL REGiEVE GONGRETE. 5, IRR.i6ATION SYSTEM SHALL HAVE A SEPARATE EXTENDED T^ THE FACIE OF WALL NMDRE SUMP OR 2. 6RlXNP COVER MAY BE USED ONLY MIEN POINT OF CONNECTION DRiLL SITE ii'ONTA6E IS LESS THAN 100 LINEAL D15TAN.E BETWEEN BACK OF SIDEWALK AND FDiGE & "10195 AND TREES SMALL BE SPACED NO FEET A5 MF_ U RED PARALLEL TO THE AD.IACENT EXCEEV(i 10'. CLOSER THAN X2 THEIR FULL DIWIETER AT MATURITY. STREET. CITY OF BAKERSFIELD TYPICAL LANDSCAPE WALL OR FENCE SCREEN SHT 13-_ OF 14 APPROVED R(.,EXXXXX I TE REVISIONS STANDARD PLAN NO. -13 L 4 � Oriol[omes -----INC ORIOLE HOMEii, INC. 5301 OFFICE PARK DR VE SUITE 115 34KER1F IELD, (,493309 1661) 327-0 12 DRA%IING TITLE: PLAEJTING DET/AILS ------ �. \moi si59�:1 i •31 `-Qggmm` i!JA ILI QOF I Jt E e f 14 now wl iat's below. Call before IOU DATE: 10.3_2018 SCALE_ NIA - DRAWN BY: ;AA JOB NIJFABER: SHEET: ? HiEEI' 8 OF 11 "RAC-- 13865 LAD -PHASE 3 ;IL �;u' 0 1- C W F5 LL :7= U) LU ;o ��Lj .` m 1 DRA%IING TITLE: PLAEJTING DET/AILS ------ �. \moi si59�:1 i •31 `-Qggmm` i!JA ILI QOF I Jt E e f 14 now wl iat's below. Call before IOU DATE: 10.3_2018 SCALE_ NIA - DRAWN BY: ;AA JOB NIJFABER: SHEET: ? HiEEI' 8 OF 11 "RAC-- 13865 LAD -PHASE 3 CITY OF BAKERSFIELD GENERAL PROJECT NOTES 1. Contractor shall be responsible for meetirg all City of Bakersfield standards and specifications. Contractor will also be responsible for contacting the public utilities to start electrical and water service n time for construction. 2. Contractor shall be responsible for meetirg all appropriate public utility standards, 3. Prior to the start of construction, all utility service meters water and ower should be installed and fcations and lly open io construction. 4. Contractor shall be res ( Power) Y operational, responsible for contacting City Recreation & Parks, 661-326-3354, and Public Works, 661-326-3049, for an on-site pre -construction meeting. 5. Contractor will coordinate construction with the appropriate City inspection official so that inspections canbe made at criti construction periods but in no case less than: cal 1) At the start of construction, 2) Prior to any back filling, 3) Prior to the installation of any plant material. 4) At the end of construction but prior to start of post -installation maintenance, and 5) At the end of post -installation maintenance period for written City acceptance. 6. Contractor will perform maintenance as identified in the specifications. All cost incurred until this time will be at the expense of the contractor. 7. Contractor is responsible for securing final written acceptance by the City of Bakersfield for this work. in no case will the contractor be released from maintenance of the irrigation system or maintenance and replacement of dead, dying, damaged, or otherwise unsuitable plant material until the City, in writing, accepts this work. 8. Contractor will field verify finished grades and verify that there is positive surface drainage in all planters, turf areas and away from aN exist notify landscape architect prior to proceeding for written authorization and instructions Planting holes. If positive drainage does not to proceed. 9. City of Bakersfield standards and specifications sheet, included with this drawing set, and C.O.B. standard details take precedence over all other specification or details. 10. All trees under utility lines are subject to change per C.O.B. 11. Contractor shall install a 6" Concrete mow curb as per C.Q.B. standards at each phase line and limit of construction line & a 9" mow curb between wall and turf areas 12. Provide root barriers for each tree within E' of any existing or proposed paving or structure. 13. All plant material shall be approved by the owner's representative. 14. No planting shall be planted until the instalation of the irrigation system is completed, final grades have been established, planting areas have been properly graded, and soil prepared and the work has been approved by the owner's representative. 15. Contractor shall demonstrate to the owner's representative the furnishing and installation of specified soil amendments whether a soils test is required or not. 16. Contractor is responsible for care and maintenance of any existing landscape and irrigation system during construction. 17. Contractor shall indicate irrigation sleeves by chiseling "iR" on the face at each location. 18. Prior to installation of any signage, subdivider shall submit two copies of subdivision identification sigr plans to the Building Director for review and approval pursuant to BMC Section 17.60.110 (N). One copy of the signed pian shall also be submitted to the Parks Division for review and approval. Sign plans shall include copy, dimensions, color materials, lighting, anchorage and location of sign(s). Approval of wall plans by the Public Works Director does not include approval of any signage. 19. Uniform development is required for this project. Should any portion of any phase or subsequent phases be constructed at different intervals where the point of connections are located in an area other than the current project area, the developer shall be responsible for all incurred costs associated with the affected areas until the project's maintenance period has been completed and a written final acceptance from the C.O.B. has been achieved. CITY OF BAKERSFIELD GENERAL IRRIGA"r10N NOTES 1. INSTALL MATERIALS AS CALLED OJT IN DETAILS AND AS PER SPECIFICATIONS. 2. THERE SHALL BE NO DELETIONS OR SUBSTITUTIONS WITHOUT THE APPROVAL OF THE OWNER. THEIR AGENT, AND/OR THE LANDSCAPE ARCHITECT. 3. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR REQUIRED COVERAGE WITH MINIMUM OR NO OVERSPRAY LANDSCAPE ARCHITECT SHALL HAVE FINAL AP?ROVAL. 4. COMPONENTS LOCATIONS ARE APPROXIMATE AND DIAGRAMMATIC AS INDICATED. 5. ALL IRRIGATION LINES RUNNING UNDER PAVED SURFACES SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES. NO DIRECTIONAL CHANGES IN THE IRRIGATION SYSTEM SHALL BE INSTALLED UNDER PAVEMENT OR HARDSCAPE AREAS. ALL SLEEVES HALL BE A MINIMUM 2 TIMES LARGER THAN "'HE IRRIGATION LINE. ALL SLEEVES CROSSING LOCATIONS WILL BE INDICATED BY CHI;SELING "IR" ON THE FACE OF THE CONCRETE CURB. VERIFY WITH C.O.B. FOR APPROVED METHOD AND TYPE. 6. ALL SYSTEMS ARE DESIGNED FOR PERFORMANCE AT 30 & 35 PSI PRESSURE. 7. DEVELOPER SHALL PROVIDE ELECTRICAL POWER TO THE CONTROLLERS' LOCATIONS. CONTROLLER LOCATIONS ARE SHOWN FINAL CONNECTION. DIAGRAMMATICALLY. FINAL LOCATION SHALL BE DECIDED AT CONSTRUCTION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR 8. POINTS OF CONNECTION SHALL BE TO EXISTING WATER LINE. SEE WATER LAYOUT PLANS AND PLUMBING PLANS FOR EXACT LOCATIONS. 9. CONTRACTOR SHALL INSTALL CONTROLLERS IN ENCLOSURES IN A STRONG BOX MODEL 22 -SS. VERIFY WITH C.O.B. 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 IRRIGATION 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. VERIFY WI I C.O.B FOR EXACT CONFIGURATION. 12. CONTRACTOR SHALL PROVIDE AND INSTALL TWO HOT WIRES TO EACH VALVE. CONNECT ONE (BLACK) AND THE SECOND (RED) WiLL BE A SPARE. ONE (BLUE) WIRE SHALL BE USED FOR THE MASTER VALVE. VERIFY WITH C.O.B. 13. CONTRACTOR SHALL PROVIDE AN- INSTALL TWO ROOT WATERING SYSTEMS PER TREE. VERIFY WITH C.O.B. FOR EXACT CONFIGURATIONS. 14. CONTRACTOR SHALL PROVIDE ANS INSTALL A SCHEDULE 80 PVC UNIONS AND BALL VALVE, THE SAME SIZE AS THE VALVA, AT EACH VALVE LOCATION. VERIFY WITH C.03 FOR EXACT CONFIGURATION. 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 PSi FOR (2) HOURS. TO BE VERIFIED BY WITH C.O.B. SPLICING OF 24 VOLT WiRES WILL NOT BE PERMITTED EXCEPT IN A VALVE BOX & CiTY'S APPROVAL. SPLICES SHALL BE 114 A VALVE BOX. LEAVE A 24" COIL OF EXCESS'NiRE AT EACH SPLICE LOCATION. LABEL ALL WiRES WITH WATERPROOF MARKERS A -r ALL SPLICE, VALVES, & CONTROLLER LOCATIONS. 17_ DO NOT WILLFULLY INSTALL THE iFRIGATION SYSTEM AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD OBS -RUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MAY NOT HAVE BEEN CONSIDERED IN TF E DESIGN. ANY OBSTRUCTIONS OR DIFFEREW-ES SHALL BE BROUGHT UP TO THE ATTENTION OF THE CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT iN WRITING. N THE EVENT THIS NOTIFICATION 1S NOT PERFORMED. THE CONTRACTOR SHALL ASS -ME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER. 18. THE CONTRACTOR SHALL UTILIZE AND OR PROVIDE AN EXISTING IRRIGATION MAINLINE AND WiRES FROM AND OR TO ANY ADJACENT PHASE UNE OR DEVELOPMENT LIMITS TO COMPLETE ANY CURRENT OR FUTURE IRRIGATION SYSTEMS, PROVIDING THE S`'STEM 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 TEH CURRENT PROJECT, PER THE DIRECTION OF THE CITY'S RECREATION AND PARKS DEPARTMENT'S REPRESENTATIVE. CITY OF BAKERSFIELD GENERAL LANDSCAPE NOTES 1. PREMIUM QUALITY PLANT MATERIAL iS REQUIRED FOR THIS PROJECT. NO PLANT MATERIAL WiLL BE ACCEPTED FOR THIS PROJECT UNLESS IT MEETS OR EXCEEDS THE UPPER END OF THE INDUSTRIES STANDARDS FOR THE SIZES SPECIFIED. ALL PLANT MATERIALS MUST BE OF EXCELLENT FORM, SIZE, HEALTH, AND CROWN DENSITY. ANY PLANTS THAT DO NOT MEET THIS STANDARD WILL BE REJECTED BY THE ARCHITECT OR THE CITY REPRESENTATIVE. 2. TREES SHALL BE STAKED AS PER THE DETAILS AND SPECIFICATION. 3. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS FROM ANY PLANT MATERIALS WITHOUT WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT, THE OWNER, AND THE CI -"Y'S REPRESENTATIVE, 4. THE DEVELOPER SHALL CONFORM TO ALL CITY CODES AND REQUIREMENTS, INCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTALLATION. 5. ALL LANDSCAPE DETAILS SHALL BE IN ACCORDANCE WITH C.O.B. STANDARD DETAILS AND AS DIRECTED BY THE CITY ENGINEER. 6. ALL TREES SHALL BE PLACED BEHiN'_� THE UNE OF SIGHT AS INDICATED ON THE PLANS. VERIFY WITH THE C.O.B. OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OR TREE INSTALLAT ON. 7. PRIOR TO THE FINAL C.O.B. ACCEPTANCE, THE CONTRACTOR SHALL APPLY A PRE -EMERGENT WED CONTROL AS RECOMMENDED BY A CERTIFIED PEST CONTROL ADVISOR AND APPLIED BY A CERTIFIED PEST ADVISOR APPLICATOR. CONTACT THE C.O.B. FOR VERIFICATION OF APPLICATION. 8. LANDSCAPE AREAS WITHOUT AN ADJACENT WALL AT REAR OF LANDSCAPE AREA SHALL HAVE A CONCRETE MOW STRIP AT THE BACK OF THE LANDSCAPE AREA. REFER TO C.O.B. STANDARD DETAIL. 9. CONTRACTOR SHALL INSTALL ON ALL LANDSCAPE AREAS A 3" LAYER OF MULCH: 3" REDWOOD BARK CHIPS SUPPLIED FROfV A FRESH WATER MILL. MULCH SHALL BE UNIFORM IN C(DLOR AND FREE FROM WEEDS. SAWDUST, SEEDS, CONSTRUCTIVE MATERIALS AND SPLINTERS. ANY DYED PRODUCTS WILL NOT BE ACCEPTED. CONTRACTOR TO PROVIDE C.O.B. SAMPLES FOR APPROVAL. 10. QUANTITIES ON THE LANDSCAPE LE13END MAY NOT BE ACCURATE; THE DEVELOPER SHALL BE RESPONSIBLE TO INSTALL.ALL PLANT MATERIAL AS PER THE DESIGNED PLANS OR AS DIRECTED BY THE CITY'S REPRESENTATIVE, 11. ALL TREES UNDER UTILITY LINES ARE. SUBJECT TO CHANGE PER C.O.B. 12. ALL PLANT MATERIAL SHALL BE INSPECTED BY THE C.O.B. PRIOR TO PLANTING. CITY OF BAKERSFIELD MAINTENANCE PEPIOD NOTES: 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO PERFORM WORK DURING THE POST -INSTALLMENT MAINTENANCE PERIOD, AS SPECIFIED HEREIN INCLUDING BUT NOT LIMITED TO: ADEQUATE WATERING OF PLANT MATERIAL AND CONTROLLING WEEDS, RODENTS AND OTHER PESTS FOR A MINIMUM PERIOD OF THREE HUNDRED AND SIXTY-FIVE (365) DAYS. 2. THE CONTRACTOR SHALL MAINTAIN THE PROJECT ON A CONTINUOUS BASIS FROM THE FIRST DAY AFTER PLANTING IS COMPLETED, UNTIL FiNAL WRITTEN ACCEPTANCE BY THE CITY CF- BAKERSFIELD RECREATION & PARKS DEPARTMENT. 3. COST INCURRED DUE TO DAMAGE OR REPLACEMENT DURING THE POST -INSTALLATION MAINTENANCE PERIOD SHALL BE THE: RESPONSIBILITY OF THE CONTRACTOR, 4. ALL AREAS INCLUDING, BUT NOT LIMiT=D TO TURF, GROUNDCOVER AREAS, CONCRETE WALKS AND SLABS SHALL BE KEPT CLEAN AND FREE OF WEEDS, LITTER, AND DEBRIS. 5. BEFORE WEEDS EXCEED TWO (2) INCHES IN HEIGHT, THEY SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SERIOUS WEE -S PESTS (i.E. BLACKBERRY, NUT SEDGE OR BIND WEEDS) SHALL BE SPOT SPRAYED WITH A NON-SELECTIVE POST -EMERGENT HERBICIDE AS SPECIFIED BY A WEED ABATEMENT COMPANY, AND LEFT IN PLACE FOR (7) SEVEN DAYS. AREAS SPRAYED SHALL REMAIN UNWATERED FOR A MINIMUM OF FOR -(-EIGHT (48) HOURS. DEAD WEEDS SHALL BE REMOVED SEVEN (7) DAYS AFTER APPLICATION AND DISPOSED OF OFF-SITE. 6. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASES, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. SHOULD THE CITY, DURING THE MAINTENANCE PERIOD, DISCOVER THAT THE TERMS FOR THE MAINTENANCE PERIOD AS STATED HEREIN HAVE NOT BEEN STRICTLY ADHERED TO, THEN THE DAYS ACCRUING TOWARD COMPLETION OF SAID MAINTENANCE PERIOD WILL BE TERMINATED_ THE MAINTENANCE PERIOD WILL BE EXTENDED ONE (1) DAY FOR EACH DAY THE AREA IS OUT OF ITS MAINTENANCE PERIOD. AFTER THE AREA HAS BEEN BROUGHT UP TO CITY STANDARD, THE CITYWILL REQUIRE A RE -INSPECTION BY A CITY OF BAKERSFIELD RECREATION AND PARKS REPRESENTATIVE. WHEN THE INSPECTION IS COMPLETED, AND THE AREA IS iN SATISFACTORY CONDITION, THEN, AND ONL`` THEN, WILL THE CITY RE -ACCEPT THE AREA IN WRITING. 7. THE CONTRACTOR SHALL PROPERLY AND COMPLETELY MAINTAIN ALL PARTS OF THE IRRIGATION SYSTEM, 8. THE CONTRACTOR SHALL PROVIDE FOR DELIVERY OF WATER IN SUFFICIENT QUANTITIES AND ADJUST WATER APPLICATION TO COMPENSATE FOR SEASONAL CONDITIONS. 9.(3) THREE WEEKS PRIOR TO THE CONCLUSION OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL CONTACT THE CITY'S REPRESENTATIVE TO PERFORM A FINAL INSPECTION OF WORK. ANY REMOVED PLANTS NOT IN SATISFACTORY AND HEALTHY CONDITION FROM THE SITE SHALL BE REPLACED WITH MATERIAL OF LIKE KIND AND SiZE AND IN A MANNER SPECIFIED FOR ORIGINAL PLANTING. IF THE REPLACEMENT PLANTS DO NOT REPRESENT A SIMILAR FOLIAGE REPRESENTATION OF THE ORIGINAL PLANTED MATERIAL, THE CONTRACTOR SHALL REPLACE PLANTS WITI- NEXT AVAILABLE UP-SIZED CONTAINER. ALL GROUND COVER SHALL HAVE A TWELVE (12') INCH CLEARING FROM ALL STRUCTURES INCLUDING BUT NOT LIMITED TO: SIDEWALK AREAS, WALLS, FENCES, MOW CURBS, VALVE BOXES, TREE BASES, SHRUBS, ETC, 10. BEFORE THE START OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL PREPARE AND SUBMIT ON A (NEW) SET OF BLUE LINE PRINTS AN "AS BUILT" DRAWING. THE DRAWINGS SHAL, INCLUDE ALL DEVIATIONS FROM THE ORIGINAL BID DOCUMENTS MADE DURING CONSTRUCTION THAT AFFECT THE MAIN LiNES, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES, QUiCK-COUPLING VALVES, ALL SPRINKLER HEADS AND ALL PLANT MATERIAL. THE DRAWINGS SHALL ALSC NDICATE AND SHOW APPROVED SUBSTITUTIONS OF SIZE MATERIAL AND MANUFACTLRER'S NAME AND CATALOG NUMBERS. ALSO, (2) SETS OF 11 X 17 LAMINATED "AS BUILT" WITH HIGHLIGHTED COLOR CODED IRRIGATION REFER=NCE CHART AND SCHEDULE, KEYS TO THE CONTROLLER. AND TWO QUICK COUPLER VALVE KEYS WITH GATE VALVE HOSE BiB ATTACHMENT, SHALL BE SUBMITTED TO THE CITY. CITY OF BAKERSFIELD RECREATION & PARKS REPRESENTATIVE FOR THEIR MAXICOM DOLLAR FUND. 11. BEFORE THE START OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL SUBMIT ALL UNEDITED INVOICES OF SAID RA114 BIRD EQUIPMENT TO THE p <:pare 1 for: s O��io.l.� dames INC- ORIOL E: HOMES, INC. 5301 C FFICE f',%RK ERIVE SUITE 115 3WERSFIELD, CA 93309 (681) 327-3912 U c Lu � Q LJ UJ CL x Co +:7 � UJ LLJ 0 Cd i DRAWING TITLE: CITY OF: BAKER! FIELD NOTES Knox► 'Nha2'B belcm. C 11 before you dig, !I - DATE: 10-3.2013 SCALE: NiA DRAWN BY CA JOB NUMBER: ' SHEET: ---�--�-- C- SHEI: T 9 OF 11 TRA(' 6365 1 -MD - PHASE 3 IRRIGATION SPECIFICATIONS PART 1 - GENERAL CONDITIONS 1.1 Description: A. Work Included: Provide all labor, materials, transportation, and services necessary to furnish and install irrigation systems as shown on the drawings and described herein. 1.2 Quality Assurance: A. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in this contract furnish directions covering points not shown in the drawings and specifications. B. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. C. Explanation of Drawings: 1. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. 2. The word Landscape Architect as used herein shall refer to the Owner's authorized representative. 3. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. 4. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in the irrigation design. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions necessary. 1.3 Submittals: A. Material List: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the drawings and specifications. No substitution will be allowed without prior written approval by the Landscape Architect. 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used. Copies of catalog information shall not be substituted for the materials list, and will be rejected as unacceptable. 3. Equipment or materials installed or furnished without prior approval of the Landscape Architect may be rejected and the Contractor required to remove such materials from the site at his own expense. 4. Approval of any item, alternate, or substitute indicated only that the product apparently the requirements of the drawings and specifications on the basis of the information or samples submitted. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Record Drawings: 1. The Contractor shall provide and keep up to date a complete "record' set of blue line ozalid prints which shall be corrected daily and show every change from the original drawings and specifications and the exact locations, sizes, and kinds of equipment. These drawings shall also serve -as work progress sheets and shall be the basis for measurement and payment for work completed. This set of drawings shall be kept on the site and shall be used only as a record set. 2. The Contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the work as actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Landscape Architect. 3. Before the date of the final inspection, the Contractor shall transfer all information from the record prints to a sepia mylar or mylar procured from the Landscape Architect. All work shall be neat, drawn in waterproof ink by a technical ink pen designed specifically for use on mylar material. Work completed in felt tip pen or ball point pen will be rejected because of the non -permanent nature of both devices. All work shall be subject to approval by the Landscape -Architect. 4. The Contractor shall dimension from two permanent points of reference the location of the following items: a. Connection to existing water lines b. Connections to existing electrical power c. Gate valves d. Routing of pressure main line pipe e. Sprinkler control valves f. Routing of control and common wire g. Quick coupling valves h. Other related equipment as directed by the Landscape Architect. 5. On or before the date of the final inspection, the Contractor shall deliver the corrected and completed mylars to the Landscape Architect. Delivery of the mylars will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints he compiled at the site. C. Controller Charts: 1. Record drawings shall be approved by the Landscape Architect before controller charts are prepared. 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled by each automatic controller and shall be sized as designated by each automatic controller or as designated by the Owner's authorized representative. 4. The chart is to be a reduced drawing of the actual record drawings. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be readable when the controller chart is completed. 5. The chart shall be a bloacline or blueline ozalid print and a different color shall be used to indicate the area of coverage for each control valve station. 6. When completed and approved, the chart shall be sealed by a plastic laminating process. the plasstic laminating shaeets shall be a minimum of 10 mil. thickness each. D. Operation and Maintenance 1. Prepare and deliver to the Landscape Architect within ten calendar days prior to completion of construction, two hard cover binders with three rings each containing the following information: a. Index sheets stating Contractor's address and telephone number, list of equipment with names and addresses of local manufacturer's representatives. b. Catalog and parts sheets on every material and equipment installed under this contract. c. Guarantee statement (Section 1.05). d. Complete operating and maintenance instructions on all major pieces of equipment. 2. In addition to the above mentioned maintenance manual, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Landscape Architect at the conclusion of the project that this service has been rendered. E. Equipment to be Furnished: 1. Supply as part of this contract the following tools: a. Two sets of special tools required for removing, disassembling, and adjusting each type of sprinkler and valve installed under this contract. b. Two five-foot valve keys for operation of gate valves (as required). e. Two keys for each automatic controller or enclosure. d. Six quick coupler keys and matching hose swivels for each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final inspection can occur, evidence that the Owner has received material must be shown to the Landscape Architect. 1.4 Product Protection, Storage, and Handling: A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, loading, unloading, and storing of PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and if installed, shall be replaced with new piping. 1.5 Analysis of samples and tests: None. 1.6 Guarantee: A. The guarantee for the sprinkler irrigation system shall be made in accordance with the attached form. The general conditions and supplementary conditions of these specifications shall be filed with the Owner or his representative prior to acceptance of the irrigation system. B. A copy of the guarantee form shall be included in the operations and maintenance manual (Section 1.03, D). C. The guarantee form shall be re -typed onto the Contractor's letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from the date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make repairs or replacements within a reasonable time after receipt of written notice from the Owner. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. (The above statement is to be followed by the project name, location, signature, address, and telephone number of Irrigation Contractor, in addition to the date of acceptance). PART 2 - MATERIALS 2.1 General: Use only new materials of brands and types noted on the drawings, specified herein, or approved equals. A. PVC pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2 and 1/2 inch and larger shall be PVC Class 315. 2. Pipe shall be made from an NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements as set forth in Federal Specification PS -22-70 (Solvent Weld Pipe) with an appropriate standard dimension (S.D.R.) 3. Pressure main line piping for sizes 2inch and smaller shall be PVC Schedule 40 with solvent welded joints. 4. Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal Specification PS -21-70 (Solvent -Weld Pipe). 5. PVC solvent -weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent -weld pipe and fittings shall be of the type and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturer's name b. Nominal pipe size c. Schedule or class d. Pressure rating in PSI e. NSF (National Sanitation Foundation) approval f. Date of extrusion 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. B. PVC Non -Pressure Lateral Line Piping: 1. Non -pressure buried lateral line piping shall be PVC class 200 with solvent -weld joints. 2. Pipe shalt be made from NSF approved, Type 1, Grade II, PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements set forth in Federal Specifications PS -22-70 with an appropriate standard dimension ratio. 3. Except as noted in paragraphs 1 of 2 of Section 2.01C, all requirements for non -pressure lateral line pipe and fittings shall be the same as for solvent -weld pressure main line pipe and fittings as set forth in Section 2.016 of these specifications. C. Brass Pipe and Fittings: -OMIT 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification WW -P-351. 2. Fittings shall be red brass conforming to Federal Specification WW -P-460. D. Galvanized Pipe Fittings: 1. Where indicated on the d,*awings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fittings shall be medium <lalvanized screwed beaded malleable iron. Galvanized couplings may be merchant coupling. 3. All galvanized pipe and fittings installed below grade shall be painted with two coats of Koppers 50 Bitumastic. E. Gate Valve: 1. Gate valves 3 -inches and smaller shall be 125-1b. SWP bronze gate valve with screw-in bonnet, non -rising stem end solid wedge disc, have threaded ends, and be equipped with bronze wheel handle. 2. Gate valves 3 -inches and smaller shall be similar to those manufactured by Nibco or approved equal. 3. All gate valves shall be installed per installation detail. F. Quick Coupling Valves: Quick coupling valves shall have a brass two-piece body designed for working pressure of 150 PSI operable with quick coupler key. Key size and type shall be as shown on plans. G. Backflow Preventer Urit: 1. Backflow prevention units shall be of size and type indicated on the irrigation drawings. install the backflow prevention units in accordance with- the irrigation construction details. 2. Wye strainers at backflow prevention units shall have a bronzed screwed body with 100 mesh monel screen and shall be similar to Bailey 100A or approved equal, H. Check Valves: 1. Swing check valves 2 -inches and smaller shall be 200 lbs. WOG bronze bronze construction and replaceable composition, neoprene or rubber disc, and shall meet or exceed Federal Specification WW V -51 D, Class A, Type IV. 2. Anti -drain valves shall be of heavy-duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel with Buna-N seals. Valve shall be field adjustable against drawout from 3 to 40 feet of head. Anti -drain valve shall be similar to the King Bros. "C V" series or approved equal. I. Control Wiring: 1. Connections between the automatic controllers and the electric control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Pilot wires sharing the same automatic controller shall be the same color. Common wire shall be white in color with a stripe to match the pilot wires with which it is circuited on the same controller. Provide different colors for each controller installed on the same project. Install wire in accordance with valve marufacturer's specifications and wire chart. In no case shall wire size be less than #14. 2. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. 3. Where more than one wire is placed in a trench, the wiring shall be taped together at intervals of ten feet. 4. An expansion curl shall be provided at each wire connection. Expansion curl shall be of sufficient length at each splice connection at each e'ectric control valve so that in case of repair, the valve bonnet may be brought to the surface without disconnection of the control wires. Control wires shall be laid loosely in trench without stress or stretching of control wire conductors. 5. All splices shall be made with Rainbird ST-03UL Snap-Tite wire connector with PT/S5 sealer or approved equal. Use one wire connector per wire splice. 6. Field splices between the a.Aomatic controller and electric control valves will not be permitted without prior approval of the Landscape Architect. J. Automatic Controller: 1. Automatic controller shall be of size and type showy on the drawings. 2. Final location of automatic controller shall be approved by the Owner's authorized representative prior to installation. 3. Unless otherwise noted on -he plans, the 120 -volt e:ectdcal power to the automatic controller location shall be furnished by others. The final hook-up of the automatic controller to the 120 -volt power source shall be the responsibility of the irrigation contractor. K. Electric Control Valves. - 1. Electric control valves shall oe of the size and type shown on the drawings. 2. Unless otherwise noted on plan or construction details, all electric control valves Shan have a manual flow adjustment. 3. Provide and install one control valve box for each electric control valve. L. Control Valve Boxes: 1. Use 10" x 10 1/4" round box for all gate valves, Carson Industries 910-12B with green bolt down cover or approved equal. Extension sleeve shall be PVC -6 -inch minimum size. 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves, Carson Industries 1419-12B with grf,en bolt down cover or approved equal. M. Sprinkler Heads: 1. All sprinkler heads shall be ,of the size, type, and deliver the same rate of precipitation with the diameter (or radius) of spray, pressure, and discharge in G.P.M. as shown on the drawings and/or Spec fied in these special provisions. 2. All spray type sprinklers shall have a screw adjustment. 3. Riser/swing joint assemblies shall be fabricated in accordance with the irrigation construction details shown on the drawings. 4. Riser nipples for an sprinkler heads shall be the same size as the riser opening in the sprinkler body. PART 3 - EXECUTION 3.1 Inspection: A. Site Conditions: 1. An scaled dimensions are approximate. The Contractor shall check and verify all site dimensions and receive Landscape Architect's approval prior to proceeding with work under this section. 2. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings or call utilities companies for existing utility locations. 3. Coordinate installation of sprinkler irrigation materials, including pipe so there shall be no interference with utilities or other construction or difficulty in planting trees, shrubs and groundcovers. 4. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the sprinkler irrigation system. 3.2 Preparation: A. Physical Layout. - 1 . ayout.- 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing, and location of sprinkler heads. 2. All layout shall be approved by Landscape Architect prior to installation. B. Water Supply: 1. Sprinkler irrigation system shall be connected to water supply points of connection as shown on drawings. 2. Connections shall be made at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions. C. Electrical Supply: 1. Electrical connections for automatic controller shall be made to electrical points of connection as shown on the drawings. 2- Connections shall be made at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions_ 3.3 Installation: A. Trenching: 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to even grade. Trenching excavation shall follow layout indicated on the drawings and as noted. 2. Provide for a minimum cover of 18 -inches for all pressure supply lines. 3. Provide for a minimum cover of 12 -inches for all non -pressure lines. 4. Provide for a minimum cover of 18 -inches for all control wiring. B. Backfilling: I. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps, or other surface irregularities. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than 1/2 -inch in size will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval of the Landscape Architect. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, or planting, or other construction as necessary, the Contractor shall make all required adjustments without cost to the Owner. C. Trenching and Backfill Under Paving: 1. Trenches located under areas where paving, asphaltic concrete or concrete will be installed shall be backfilled with sand (a layer six -inches below the pipe and 3 -inches above the pipe), and compacted in layers to 95% compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in a firm unyielding condition. The sprinkler irrigation Contractor shall set in place, cap, and pressure test all piping under paving prior to the paving work. 2. Where any cutting or breaking of sidewalks and/or concrete is necessary it shall be done and replaced by the Contractor as part of the contract cost. Permission to cut cr break sidewalks and/or concrete shall be obtained from the Landscape Architect. No hydraulic driving will be permitted under new concrete paving. D. Assemblies: 1. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. lns-all lines (and various assemblies) in such a manner as to conform with the details per pl2•ns. 2. Install no multiple assemblies on plastic lines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or specifications pertaining to specific items required to complete work, Perform such work in accordance with the best standard practice with prior approval o` the Landscape Architect. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent -weld methods shall be as recommended by the pipe and fitting manufacturer. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape, or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are required, use threaded PVC adapters into which the pipe may be welded. E. Line Clearance: All lines shall have a minimum clearance of 6 inches from each other and from lines of other trades. Parallel lines shall not be installed directly over one another. F. Automatic Controller: Install per manufacturer's instructions. Remote control valves shall be connected to controller in numerical sequence as shown on the drawings. G. High Voltage Wiring for Automatic Controller. - 1. 120 -volt power connection to the automatic controller shall be provided by the irrigation Contractor. 2. All electrical work shall conform to local codes, ordinances, and union authorities having jurisdiction. H. Remote Control Valves: Install where shown on the drawings and per detail. When grouped together, allow at least 12 inches between valve boxes. Install each remote control valve in a separate valve box. 1. Flushing of System: 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened and a full head of water used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the Landscape Architect. J. Sprinkler Heads - 1. Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized in the irrigation equipment legend. 2. Spacing of sprinkler heads shall not exceed the maximum as indicated on the drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. 3.4 Temporary Repairs: The Owner reserves the right to make temporary repairs to keep the sprinkler system equipment in operating condition. The exer.ise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 3.5 Existing Trees: Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where 2 -inch and larger roots occur shall be done b�/ hand. All roots 2 -inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlao to prevent scarring or excessive drying. Where a ditching machine is run rose to trees having roots smaller than 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots 1/2 inch and larger in diameter shall be painted with two coats of tree seal, or equal. Trenches adjacent to trees should be closed within 24 -hours, and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 3.6 Field Quality Control: A. Adjustment of the System: 1. The Contractor shall flush and adjust all sprinkler heads for optimim performance and to prevent overspray onto walks, roadways, and buildings as much as possible. 2. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor may also include changes in nozzle sizes and degrees of arc as required. 3. Lowering raised sprinkler heads by the Contract shall be accomplished within ten days after notification by Owner or Landscape Architect. 4. All sprinkler heads shall be set perpendicular to finished grade unless otherwise designated on the plan or as required for proper coverage (slopes, etc.). B. Testing of Irrigation System: 1. The Contractor shall request the presence of the Landscape Archit-act in writing at least 48 hours in advance of any testing. 2. Test all pressure lines under hydrostatic pressure of 150 PSI and prove watertight. Note.- Testing of pressure main line piping shall occur prior to installation of electric control valves or quick coupling valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 psi and proved watertight, prior to paving. 4. Sustain pressure in tested lines for not less than two hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5. All hydrostatic tests shall be made only in the presence of the Landscape Architect. No pipe shall be backfilled until it has been observed, tested, and approved in writing. 6. Contractor shall furnish force pump & all other test equipment necessary. When the sprinkler irrigation system is completed, perform a coverage test in the presence of the Landscape Architect to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to the deviation from plans, or where the system has been willfully installed as indicated on the drawing when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accomplished before any groundcover is planted. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. 3.7 Maintenance A. The entire sprinkler irrigation system shall be under full automatic operation, for a period of seven days prior to any planting and for 90 days after inspection to begin maintenance period. B. The Landscape Architect reserves the right to waive or shorten the operation period. 3.8 Clean-up: Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site. All walks and paving shall be broomed or washed down, and any damage sustained on the work of others shall be repaired to original conditions. 3.9 Final Observation Prior to Acceptance: A. The Contractor shall operate each system in its entirety for the Landscape Architect at the time of final inspection. Any items deemed not acceptable by the qualified observer shall be reworked to the complete satisfaction of the Landscape Architect. B. The Contractor shall show evidence to the Landscape Architect that the Owner has received all accessories, charts, record drawings and equipment as required before final observation can occur. 3.10 Observation Schedule: A. Contractor shall be responsible for notifying the Landscape Architect i,i advance for the following observations according to the time indicated 1. Pre -job conference - 7 days. 2. Pressure supply line installation and testing - 48 hours. 3. Automatic controller installation - 48 hours. 4. Control wire installation - 48 hours. 5. Lateral line and sprinkler installation - 48 hours. 6. Coverage test - 48 hours. 7. Observation to begin maintenance period - 7 days. 8. Final Observation - 7 days. B. When observations have been conducted by other than the Landscape Architect, show evidence of when & by whom these observations were made. C. No observation will commence without record drawings. In the event the Contractor calls for an observation without record drawings, without completing previously noted corrections, or without preparing the system for observation, he shall be responsible for reimbursing the Landscape Architect at the rate per hour (portal to portal) plus transportation costs for the inconvenience. No further observations will be scheduled until this charge has been paid. END spare l for: `Ip 0i'lo1-e -fomes INC- ORICI E HONH:S, INC. 5301 0`FICE -�CkRK DRIVE SUITE 115 3AKER:.FIELD �A 93309 (Eft) 327-C 912 m LU c Y xI� (Li n t (� �U 11J W ui h z , r In Lo rLLI ,= Lij Y m o N Li 'j E� L -J m Y xI� (Li n ui h z , o N Li 'j i � L DRAV�,ING Po 1TLE , IRRICIATION SPEt:• FiCATIONS -3 30 \, No Urr t • 30, 2(4 HiQ \OF t,NIA- K now what's below. Call before you d9. DATE: 10 3.2018 SCALE: NIA DRAWN BY: CA JOB NUMBER: SHEET: ----- L - 1 SHEET 10 OF 11 TRAC1 6885 U11) - PHASE 3 LANDSCAPE PLANTING SPECIFICATIONS PART 1 - GENERAL CONDITIONS 1 A Description: A. Work included: 1. The work included in these specifications shall consist of the furnishing of all labor, tools, materials, permits, appliances, taxes and all other costs, foreseeable and unforeseeable at the time of contracting necessary and appropriate for the installation of the accompanying drawings. 2. No deviation from these specifications or from the agreement or from the general conditions is authorized and no such deviation shall be made unless the written authorization, therefore signed by the Owner or his duly authorized representative, has been obtained in advance. 1.2 Interpretation of Plans and Specifications: A. The Landscape Architect will interpret the meaning of any part of the any plans and specifications about which any misunderstanding may arise, and his decision will be final. B. Should there appear to be an error or discrepancy in or between the plans, specifications & planting lists, the Contractor shall refer the matter to the Landscape Architect for adjustment before proceeding with the work Should the Contractor proceed with the work without so referring the matter, he does so on his liability. 1.3 Quality Assurance: A. Quality of work: The Landscape Architect shall be notified at least two days prior to work commencement, by the Contractor and prior to inspection visits by the Landscape Architect. All work shall be done in a good workmanlike manner in accordance with all plans and specifications and best considered practice, shall meet with the approval of the Landscape Architect and Owner and shall be in accordance with the requirements of local building codes and laws. Any defective work will be redone at the Contractor's expense as directed by the Landscape Architect. B. Permits: The Contractor will be responsible for obtaining any and all necessary building permits from the city of other governmental authorities. C. License requirements: The Contractor shall carry necessary Contractor's California State License or Certificate for type of work listed, such as the Landscape Contractor's License. D. Insurance coverage: The contractor shalt carry all necessary compensation and liability insurance to cover his workmen and work to protect the Owner from any possible damage suit or lien on the Owner's property in the course of the work by the Contractor and will show the Owner such evidence of above indicated insurance coverage prior to initiating work. E. Property, etc., Damage responsibility: 1. The Contractor is to protect at all times all existing utilities, structures, trees, plants and other features intended to remain on and adjacent to the job site and to repair or replace any damaged items in a neat and rood workmanlike manner during and due to his work on the job and he shall assume all damage or injury that may result to all such property and/or to persons where such damage or injury is caused in connection with his work or is due to his negligence or to his leaving open or unprotected portions of streets or other property. 2. Should any part of the work urder this contract be damaged by other contractors, the Contractor and party causing such damage shall make adjustments between themselves and not with the Owner relative to the repairs or reconstruction and payment for same. F. Knowledge of site: It is assumed that the Contractor has visited the site and familiarized himself as to the site conditions and shall have verified all dimensions as well as ascertaining the means of getting into the site and any other factors affecting the work. 1.4 Costs: A. Segregation of costs: At the time of execution of the contract, the Contractor shall furnish to the office of the Owner, for purposes of accounting and scheduling, a segregated cost schedule or breakcown of the contract price, listing the various components in the plans as well as unit prices of each component specified in a form satisfactory to form the Owner. These schedules shall also be used as the basis in formulating the progress payments to be made to the Contractor and these cost breakdowns shall be pan of the contract. B. Extras or changes: Any extras or c�ianges from the contract on the job shall have the prior approval of the Landscape Architect and must be approved in writing by the Landscape Architect and Owner. C. Increased costs: If the extra or cha:ige is to be done at increased cost over and above the contract fee, the Owner shall sign the Contractor's written request for such additional funds for extra work prior to actually doing this work. 1.5 Product protection, storage and handling: A. Site condition: The Contractor, in the course of his work, is to keep the site in a neat and tidy condition as much as is practical so as not to disturb the normal usage of the surrounding areas by the Owner or by others. B. Site clearance: Upon completion of he work, the Contractor shall property clean and tidy such work and the surrouncing areas used by and remove any or all excess materials, dirt, debris from the site or to dispose of same as directed by the D. Plans and specifications: All landscaping including plants, ground covers, soil additives and other miscellaneous landscape items shall be provided and installed in strict accordance with plans and specifications prepared by Owner. E. Changes: The Owner shall have the right to make minor changes in the landscape design and installation to insure practicality of design and for aesthetic reasons at no additional cost. PART 2 - MATERIALS 2.1 Grading: Grade all areas by filling and/or removing surplus soil as needed to ensure proper grades and drainage as indicated on the plans. Unless otherwise noted, finish grade shall be below hardscape as follow: 2" for ground cover areas, 1" for lawn areas. 2.2 Moisture content: The soil shall not be worked when moisture content is so great that excessive compaction will occur nor shall it be so dry that dust will occur and form in the air or that clods will not break readily. Water shall be applied, if necessary, to provide ideal moisture content for tilling. 2.3 Weed removal: Weeds, plus bermuda grass, etc., shall be dug out from all planting areas by their roots wherever possible and removed from the site. Where necessary to discourage reoccurence of this material, the Contractor shall apply one or more treatments of a satisfactory chemical per manufacturer's directions in regard to concentration plus allowance of an ample period of time for effective performance prior to cultivation. The site shall be maintained in a weed and litter free condition during the maintenance period. Weeds shall be removed at frequencies adequate to prevent the maturation of weed seeds. 2.4 Plants: A. Inspection: Plants shall be subject to inspection and approval or rejection by the Landscape Architect at place of growth and/or the project site at any time before or during progress or work for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the site immediately. B. Conditions: Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs and shall have healthy normal root systems, well 111ing their containers, but not to the point of being root bound. 2.5 Protection: Protect and maintain all plants from sun, drought, wind, theft, rain and heat at all times before and during planting operation. 2.6 Planting requirements for trees and shrubs: A. Plant materials in quantities and sizes specified shall, after grading operations, be spotted approximately as shown on the landscape drawings and are to be approved by the Landscape Architect before being removed from containers and excavating soil for planting. B. All backfill materials shail be mixed thoroughly on site before using. See soil analasys from soil engineers for exact compaction rates. PART 3 - EXECUTION 3.1 Planting: A. Container -grown plants to be planted in plant pits two (2) times wider than plant container and a depth of twice the height of plant container. Plant crown to be slightly higher than its natural growing height after settlement. B. Pruning of plants will not be tolerated. C. All plants shall be watered immediately, before backfilling planting pits. D- All areas receiving plants and/or hydroseeding shall be moist to a depth of 6" at time o4' planting. E. Plant all plants 5' minimum from irrigation heads (slopes only). F. Scarify the sides of each root ball prior to planting if circular root is evident. G. Plant quantities on the plan are for the Contractor's convenience and not guaranteed to be accurate. H. Plant symbols take precedence over quantities specified. 3.2 A I work shall be as directed by Owner's field representative, who shall be appointed prior to the commencement of the work. 3.3 Contractor shall submit all material receipts to Landscape Architect. 3.4 Maintenance: A. Maintenance period shall not begin until entire installation is accepted by the Owner. B. Maintenance period shall be for the following duration: 90 Days. 1. All plants and planting shall be guaranteed for the following durations beginning at the first day of the maintenance period. Trees and shrubs, 15 gallon and larger.... 1 Year Potted plants & pottery .................... 1 Year Shrubs, 5 gallon and smaller .............. 90 Days Ground cover .......................... 90 Days Lawn. . . . .. . . ............. 90 Days 2. All dead, damaged or broken plant material, including sodded and seeded lawns and -OMIT PART 4 - PLANTING NOTES 4.1 Landscape Contractor shall repair and/or replace any damaged plant material which is damaged due to his negligence. 4.2 Landscape Contractor shall be backcharged for Landscape.Architect's time in locating any landscape material as requested by the construction manager. 4.3 Landscape Contractor shall submit all amendment quantity receipts to construction manager and/or Landscape Architect for approval. 4.4 Contractor shall perform all fertilizing in the presence of the construction manager or Landscape Architect. See Soil Preparation Requirement. sheet LS -110. 4.5 Contractor is responsible for maintaining all areas in a weed and debris free condition throughout the maintenance period. (See specifications). 4.6 Plant symbols take precedence over plant quantities. 4.7 All plants shall be protected against heat, sun, wind and frost during transportation to the site and while being held at the site. Do not store plants in total carkness for more than one day. 4.8 Wilted plant material shall not be planted or used on the project. 4.9 Do not damage plant root during transportation or planting process. 4.10 Plant material may be rejected at any time by the Landscape .Architect due to condition, form or damage before or after planting. 4.11 Landscape Architect shall approve final placement of all trees shrubs and vines prior to planting. 4.12 All surface rock and debris 3" and larger shall be removed f-om planting areas and then from the site. 4.13 Crown of plant shall be slightly higher, after settling, than adjacent soil. 4.14 Prune trees as directed by Landscape Architect after inspection. 4.15 Remove water basins from all trees located in lawn areas prior to hydroseeding installation. 4.16 Any and all damage in new and existing paving caused by the Contractor shall be the responsibility of the Contractor and be repaired by the Contractor. 4.17 Install all trees and shrubs prior to planting of groundcover ant/or hydroseeding. _epared for: _ lie O Pole Homes ORIC r E HOA1r:S, INC. 5301 0i=FICE PARK [)RIVE SUITE 115 I 3AKER: FIELD -A 933o9 (6E 1) 327-0912 DRAWING TiTLE: PLANKING SPECIFICATIONS o ALV,, ib -s -sq * \-.L►wex�ber t *. ovember 30,201(r 0� . 40 Krww what's beow. dig all Cctoreycu -� DATE: SCALE: WA DRAWN EKY: Cc, JOB NUMBER: SHEET: LS- SHEET t 1 OF 11 TF ACT f 65 LMC- -PHASE 3 Z J f Z z Z z 1 (1 s•� LU a 0 [Z :C (n cfl �� L, --J fY j Y F•�. I I ;*✓ m tT` cj I DRAWING TiTLE: PLANKING SPECIFICATIONS o ALV,, ib -s -sq * \-.L►wex�ber t *. ovember 30,201(r 0� . 40 Krww what's beow. dig all Cctoreycu -� DATE: SCALE: WA DRAWN EKY: Cc, JOB NUMBER: SHEET: LS- SHEET t 1 OF 11 TF ACT f 65 LMC- -PHASE 3 ul z v W I I i i i W 0 Z Z ; 0 a I DRAWING TiTLE: PLANKING SPECIFICATIONS o ALV,, ib -s -sq * \-.L►wex�ber t *. ovember 30,201(r 0� . 40 Krww what's beow. dig all Cctoreycu -� DATE: SCALE: WA DRAWN EKY: Cc, JOB NUMBER: SHEET: LS- SHEET t 1 OF 11 TF ACT f 65 LMC- -PHASE 3