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HomeMy WebLinkAbout6.5-258 Ph 2 Record DrawingLIST OF DRA WINGS SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 1 SHEET , SHEET 1 (FILE: 02_ T2K239-DESIGN. d wg) — — EASEMENT TI TLE SHEET — — EXIST. CURB & GUTTER RIGHT-OF-WAY PROJECT LOCA TION MAP EXIST. A.C. FLOWLINE MEDIAN 'A' IRRIGATION & LANDSCAPING PLANS MEDIAN 'B' IRRIGATION & LANDSCAPING PLANS MEDIAN 'C' IRRIGATION & LANDSCAPING PLANS MEDIAN 'C' IRRIGATION & LANDSCAPING PLANS MEDIAN 'C' IRRIGATION & LANDSCAPING PLANS MEDIAN '0' IRRIGA TION & LANDSCAPING PLANS MEDIAN '0' IRRIGATION & LANDSCAPING PLANS 0 STANDARD DETAILS MR— EXIST AERIAL STANDARD DETAILS OH CITY OO F BA + ERSFIELD LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 > STANDARD DETAILS GALLOWAY DRIVE AND OLIVE DRIVE - T2K239 CALLOWA Y DRIVE SOUTH OF MEACHAM ROAD - T2K240 BENCHMARK TOP OF CONCRETE MONUMENT IN LAMP HOLE INTERSECTION OF MEACHAM RD & CALLOWA Y DRIVE ELEV. = 380. 00, CITY DA TUM BASIS OF BEARING MONUMENT TO MONUMENT ROSEDALE HWY TO MEACHAM ROAD N 0' 28' 42" E CITY STANDARDS L-2, L-3, L-6, L-81 L-9, L-10, L-12, ST -12, ST -21, W-1, W-2, W-7, & W-8 NOTE.• ALL REFERENCE TO CLASS A & B CONCRETE SHALL REPLACED Wl7N CLASS 2 & 3 CONCRETE RESPEC71 VEL Y AS DEFINED IN THE CAL TRANS STANDARD SPECIFICAT/ONS, MAY 2006 EDITION. STATE STANDARDS NOT APPLICABLE CONVENTIONAL SYMBOLS — — — — — — — — EASEMENT = _ _ — — — — — EXIST. CURB & GUTTER RIGHT-OF-WAY ----------------------------- EXIST. A.C. FLOWLINE -- -- - ---%�� CENTERLINE ------- �/.-------- Ll -- EXIST. EDGE OF PAVEMENT RAILROAD TRACKS GUARD RAIL EXIST/NG MONUMENT CHAIN LINK FENCE WATER VALVE IMPROVEMENTS X � .M. GAS METER UTILITY SYMBOLS G.V. �E EXIST WA TER LINE S EXIST SEWER LINE w STREET LIGHT W/MAST ARM EXIST GAS LINE SD EXIST STORM DRAIN G MR— EXIST AERIAL E EXIST UNDERGROUND OH LINES POWER LINE EXIST UNDERGROUND T EXIST UNDERGROUND TV TV CABLES PHONE LINE EXIST OIL LINE FO EXIST FIBER OPTIC LINE 0 M. H. 0 MANHOLE F.H. ,Qr FIRE HYDRANT W.M. f.P. POWER POLE WATER. METER W.V. � EXIST/NG MONUMENT DQ WATER VALVE ❑D FUTURE MONUMENT � .M. GAS METER S.L. G.V. �E STREET LIGHT DQ GAS VALVE STREET LIGHT W/MAST ARM BENCHMARK 0C.o. CLEAN OUT MR— AUTO SCOPE ® PRE—EMPTION DEVICE LOCATION MAP— NOT TO SCALE FINAL PAY QUANTITIES EARTHWORK, MEDIAN EXCA VA TION 782 CY IMPORT SELECT MA TERIAL 1030 CY Job Nos.: T21<239 & T21<240 File Path: K: \LDD—ENGIN EERING\2011-2012\T2K239—Ph II LS Medians File Name: 02_T2K239_DESIGN.dwg 0 N Y ti M ti J J U STATE OF CALIFORNIA W NO 7E.- J THE CON714ACTOR MUST POSSESS THE FOLLOWING � VALID LICENSE: N crass a OR C-27 i NO TE: Q. THE CONTRACTOR SHALL CONTACT THE USA LOCATOR O SERV/CE 1-800-642-2444, 48 HOURS PRIOR TO Z EXCAVATION. Q J PROJECT LENGTH IQI QRpF ESS/ON9 C 78966 Exp. 3-31-14 cm V 1 \- � �����- OF CA�-� .43 MILES O c� Z ARRROVEID BY: RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31'-13 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: F� W ASSISTANT. PUBLIC WORKS DIR CTOR DATE 0 �.�. 03 - 0Y-7-0 /3 Q. Sc CIVIL'ENGINEER IV - DEVGN ENGINEERING DATE CL . ' 7� U PA CONSTRUC & FACILITY PLANNER DATE V) O Z .a S LANDSCAPE IMPROVEMENTS NO TO EXISTING MEDIAN ISLANDSPHASE 2 OF OLIVE DRIVE AT CALLOWAY DRIVE — T2K239 12 CALL 0WAY DRIVE SOUTH OF MEACHAM ROAD — T2K240 SHEETS 0 1 2 Old N W m Li CL z Q m 0 w 0 J n II z 0 Cn Li 0 N N NI 0 D Q) V) J I N Y N F - CN 0 N 0 N Z_ Fy W W Z_ C� z w 0 0 J / ►R NEW POWER POC A T EXISTING CONNECT NEW LA 7ERAL LINE R W PEDESTAL PG&E PULLBOX TO EXIS77NG WA TER METER-- - – P.P - __ CAP EXISTING WA TER LINE W. B.F.P.W.V. / / % – – – W ----_. POC r- - - – EXIS77NG SIDEWALK— I °r A/ POC ct BORED 1 112"0 ELECTRICAL CONDUIT _`--- IN 30 PO YETHYLENE (HDPE) SLEEVE -- - �--___ ____-__ CALLOW Y DRIVE EXISTING CURB & GUTTER GALLOWAY DRIVE DETAIL 'A " EXIS17NG 1"0 WATER LINE DETAIL "B" 0 CO O 31: >; S s S S BORED 2"� IRR/GA77ON MAIN LINE 1 /N 4 "0 POLYETHYLENE (HDPE) SLEEVE- CAL L O WA Y DRIVE SEE DETAIL B ABOVE FOR WATER ,T POC A T PARKWAY IS 1 1/2 IC711/2\ 24.0 24.0 � � BORED 1 1/2"0 ELECTRICAL CONDUIT GPM GPM ADJUST SURVEY MONUMENT TO GRADE 1 L GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH THE 2006 STA 7E OF CALIFORNIA DEPARTMENT OF 7RANSPORT477ON "STANDARD SPECIFICATIONS" AND "STANDARD PLANS" AND ALL LAWS, & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES. 2. ALL /NFORMA77ON SHOWN ON THE DRAWINGS RELATIVE TO EXIS77NG COND177ONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBLI TY OF VERIFICA 77ON AND ACCURACY IS THE CONTRACTOR'S. J. CON7RACTOR SHALL FIELD VERIFY WATER & ELECTRICAL POINTS OF CONNEC77ON (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CALLOWAY DRIVE FROM MEACHAM ROAD TO SNOW ROAD IS UNDER A S7REET MORATORIUM. NO OPEN CUT OF PAVING WILL BE ALLOWED. T IN 3 P PO YEIHYLENE (HDPE) SLEEVE- PER DETAIL 2 ON SHEET it AND 1 EXIS77NG MED/AN ISLAND SEE DETAIL "A" ABOVE FOR POWER LAWN HEAD LAWN HEAD CITY STANDARD DETAIL ST -21 zzPOC A T PARKWA Y (70 LF) VAL VE VAL VE Z �„ �" 11/4" �„ 3/4" 3/4" 1/2" I/2" _O N 1 3/4" .� .� .. -- ~_ _ _ _ _-_®���� �� -_.-------------- 314-_, Um _ - - - �-�_ --------- of _� M- _--__._.,.. � _ ----- ------ ol 1114 M _ z = 1/2" 14+00 1/2" �„ 114 1/4" 1/2" 1/2., �n 15+00 V) i _ _ _ _ 1 U -_ - - - 3/4" 3/4" 3 4" 3/4" - CLK E E 0 EX/STING STAMPED CONCRETE CD I QCV ro , W W - 112" 0 3/4" 3/4" 1 " 1 " 2„ 1 1/4" 1 1/4" 1 " 3/4" 3/4" 1/2" 1 . -OIL- -OIL OIL OIL OIL IL -OIL- -OIL 1L A I" INSTALL 3 EX7RA IRRIGATION CONTROL WIRES ° TREE BUBBLER 4. & ONE COMMON WIRE AT IRRIG. CON7ROL BOX 1 M VAL VE EXIS77NG 110 WA 7ER LINE IRRIGATION PLAN O C A CALLOWAY DRIVE ...,...... S T T «..m.�.:...,.....�. 36'-0"f 33'-0" 1 34' O" 34'-0" 1 NE W LANDSCAPING 1 ZO 11 F- ry + F- - UR REA Z�~ 14+00 11 SF Q — _- — — — — — — — — — � U W.141 14 -1 .1.1 JAI &J-1. .1 1641411 .1 1-1. -1- 1. 1. 2, fi.t_ I L 11.1.1 .1.1 A 1.1 -_- -_ ----------_ _ ---_----- -- - 1 OIL OIL -.-Of OIL � . £SIL K 1 I GLEDITSI,4 TRIACANT S VARIETY NERMIS m.. 4 - 24" BO TREES, SINGLE TRUNK LANDSCAPING PLAN i 11 SCALE: ) "_ � 0' A v J ki Y m 3 29'-0" EXIS77NG MOW RAMP 1 EXIS77NG MEDIAN ISLAND Z � O 15+00 ` T - ¢ z� - -7--- - EXIS77NG STAMPED CONCRE7E u j _ i -OIL OIL 01L I 0 T 00 ESS I ON,q v"t , o 3 -o-{- zo/ REGI TERED CIVIL NGINEER C 78966 * Exp. 3-31-14 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIVIL BAKERSFIELD, CA 93301 of CA�_\F REVISIONS No. DATE t DESCRIPTION SI( IRRIGATION LEGEND: e RAINBIRD 1806 -PRS BODY HE- VAN NOZ 15',30 PSI, 180, 1.85 GPM (y- R41NBIRD 1806 -PRS BODYHE-VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18, 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITEAS REQUIRED. JRAINBIRD RWS-B-1402 BUBBLER .5; 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE -TYPICAL RAINBIRD 44 -LRC 1" (6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) ��• NEW IRRIGATION MAIN LINE AS REQUIRED - MATCH EXISTING EXISTING IRRIGATION MAIN LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE MIN. CLK EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK p NEW POWER PEDESTAL & METER PB NEW PULLBOX ® POINT OF CONNECTION (POC) 0 B.F.P. NEW BACKFLOW PREVENTER IRRIGATIONAND P/u KEY MAP LANDSCAPING PLANS file Name: 02_T2K239_DESIGN Drawn: DP CITY OF BAKERSFIELD. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K240 Engineer. M BLANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET N0. Date: 3/4/13 Checked By CALLOWAY DRIVE SOUTH OF RETAIL DRIVE - T2K240 3 OF 12 0 1 2 N NW L.L W m z Q 0 m 0 W F- F - O m z C.� V) w 0 I rn N V N F - NI 0 0 0 t rn ro N V N F- N O N i 0 N C.� Z_ W W _Z O Z W 0 0 J / { • 4 r 3 ,- •y x • 4 3 ,- + 1 • 7 ( F( 32+00: , 2" �: 33+00 1/2" 3/4" acv 2►► 3/4" 1/2" Z W _ -. - - - - _ _ _ 1 �� � - --- --...... --,-- - ���� AB 711/2\' GALLOWAY DRIVE � � �� 1/2" + Ix 48.0 GPM 1 ,'-INSTALL 3 EXTRA IRRIGATION CONTROL WIRES . i• h � r. LAWN HEAD &ONE COMMON WIRE A T lRRIG CONTROL BOX i EXISTING MEDIAN ISLAND m ' -. VAL VE 1 1/4" ' 1 " 1 " 3/4" 1 z <` 1/2" 1/2 3/4 3/4 1 1114 1 1 3/4 3/4 1/2 1/2 1 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — �f= — — — — — — — — — — — — — — — — — — — — — — — '—f- r co 2,► 3 ,- + 1 % , ( F( 32+00: 1/2" 2" �: 33+00 1/2" 3/4" acv 2►► 3/4" 1/2" Z W _ -. - - - - _ _ _ 1 EXIS77NG STAMPED CONCRETE �� � - --- --...... --,-- - ���� --------- � � �� 1/2" + Ix - ®- - �- �— _ � _�_ _ __ �� � � � �- — 314"M m y 1/2" 1/2" 3/4" 3/4" 1 " 1 1/4" ' 1 " 1 " 3/4" z i OIC . —C . I— OIL eO, IL • —. M _ I ~ — • _ OIL— IL 1 4 INSTALL 2`0 IRRIGA 77ON MAIN LINEI I A 1" CAP CAP END OF IRRIGA 77ON MAIN LINE U V) 1 IN EXIS77NG 410 PVC CONDUIT 0 i= FIELD VERIFY 4 O z GPM W INSTALL 110 IRRIGA77ON I TREE BUBBLER 1 REM07F CON7ROL WIRES(I VAL VE 1 IN EXIS77NG 410 PVC CONDUIT ! FIELD VERIFY 0 N 1 CONSTRUCT MOW RAMP PER C.O.B. S DETAIL L-12 26'-O"f Iz F_ — -- -_ - _._-. � U ,, , -••� 'llrry 11111111 to + 1 32+00 - --.®---- - - ---- - -------- ------------------ . . w to OIL -- — —01 OIL — -- µ -- COIL T /RR/GAT/ON PLAN i L OIL: i GLEDITS/A TRIACANTHOS VARIETY INERMIS 4 - 24 BOX TREES, SINGLE TRUNK LANDSCAPING PLAN SEE DETAIL "A" BELOW FOR WA7FR & ELECTRICAL POINT OF CONNEC77ON A T PARKWA Y t SCALE: a EXIS77NG MEDIAN ISLAND / - -- - - - - - - - - -1 B KEY MAP EXIS77NG STAMPED CONCRETE Q?,pFESSIOiyq REGISTERED Cl VIL tNGINEER C 78966 * Exp.3-31-14 Cl TY OF BAKERSFIELDq C/vt >P 1501 TRUXTUBAKERSFIELD,NCAVENUE 93301 TF CF C� REVISIONS No. DA TE DESCRIPTION M� IRRIGA TION LEGEND: �j RAINBIRD 1806 -PRS BODYHE-VAN NOZ 15',30 PSI, 180, 1.85 GPM RAINBIRD 1806 -PRS BODYHE-VAN NOZ 15',30 PSI, 90, 0.92 GPM RA/NBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITE AS REQUIRED. RAINBIRD RWS-B-1402 BUBBLER .5; 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE - TYPICAL RAINBIRD 44 -LRC 1- (6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) �.� NEW IRRIGATION MAIN LINEAS REQUIRED - MATCH EXISTING EXISTING IRRIGATION MAIN LINE --- CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE �'cEKK EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRR/GAT/ON CONTROL CLOCK p NEW POWER PEDESTAL & METER PB NEW PULLBOX ® POINT OF CONNECTION (POC) ® B.F.P. NEW BACKFLOW PREVENTER CALLOWAY DRIVE INSTALL IRRIGA 110N MAIN LINE & CONTROL WIRES /N EXIS771VG 410 PVC CONDUITS - I (NOTE- CONTRACTOR SHALL CONTACT REC. & PARKS DEPT. A T 326-3268 TO COORDINA 7E CONDU( TS LOCA 770N.) 0 I I EXIS77NG CURB & GUT7ER EXIS77NG SIDEWALK EXIS77NG 2`0 IRRIGA 77ON MAIN LINE- -- - - _[t_ - FIELD VERIFY EXISTING CMU WALL ® R,/W hoc IRRIG. POINT OF CONNEC770N J , f ; : EXISTING IRRIGATION CONTROL CLOCK A T SOUTHEAST CORNER OF MEACHAM ROAD .' AND CALLOWAY DRI VE -FIELD VERIFY DETAIL 'A" a IRRIGATIONAND LANDSCAPING PLANS CITY OF BAKERSFIELD,� CAJob No.:: T2K240 Engineer.• BM LIFORNIA PUBLIC WORKS DEPARTMENT File Name.T2K2 DESIGN nn: DP LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 Date: 3/4/13 Checked By CALLOWAY DRIVE SOUTH OF MEACHAM ROAD o 1 s�-058 play SHEET NO. 4OF72 2 3 z w O� N Y N H N O Cn C_ Q U CO J C_ N V N N 0 N 0 N CD z F w III z z w 0 0 .. RIW cLK EXISTING CMU WALL POC REMOVE & REPLACE IRR/G. CONTROL PLOCK - - - _ - EXISTING SIDEWALK EXISTING IRRIGA 77ON LINE J m m NEW /RR/GA77ON CONTROL WIRES /N 1 0 PVC CONDUIT EXISTING MEDIAN ISLAND ' SEE DETAIL "A" FOR NEW BORED ELECTRICAL CONDUIT CALLOWA Y DRIVE EXIS77NG CURB & GU r7ER TO POINT OF CONNEC77ON A T PARKWA Y Ito CALLOWA Y DRIVE 0' -- -- 1/2" 1/2" /4" 3/4" 1 " 1 1/4" 1 1/4" 1 1/2" 1 1/4" 1 1/4" �" 3/4" 3/4" 1/2" o BORED 1 1/2"0 ELECTRICAL CONDUIT _ IN 3"�6 POLLYEINYLE7VE (HDPE) SLEEVE (66 LF)- ���-- �®: �® r- - a _ :Y- p®.- - - _-- �- c0 - - .___,.._._. .........-....,......... _ � w_ � �-' - � F-- EX/S77NG MEDIAN ISLAND m — 1/2" 1/2" 2 2 3/4 1/2" 1/2" to w 2" SCH. 80 109+00 �� �� NEW 9 IRRIGA 77ON CON7ROL WIRES– — I — — — — I IN 1 " PVC CONDUIT (271 LF) � A� 2" I c=n (NOTE: 18" DEPTH, PROTECT -IN-PLACE QCV W W EXIS77NG IRRIGA TION HEADS AND LA 7FRAL) - _ M _ POC _ _ _ _ _ _ _ _ _ _ k3/4" WEXlS17NG 2"0 lRRlGA 170N MAIN LINE– -- — V) FIRD VERIFY 1/2" 1/2"3/4" 3/4" 1 " 1 1/4" 1 1/4" 1 1/2" 1 1/4" 1 1/4" 1 " R3/4 1/2" _ Pe _ _ _ _ _ - - M _ _ _ __ _ _ _ -OIL • ------ -- SIL � . OIL -OIL- OI -OIL- -CIS.-I � 106+00 - - - -I - - - C11/2' �. 53.60 ' —GPM EXIS77NG STAMPED CONCRETE 0 TYPICAL AT MOW S1RIP =.==-.-_=.=.- - = =- Q LAWN HEAD I VAL VE Z O 1~ DETAIL ••A /. + W IRRIGATION PLAN LO SCALE: 1 "=10' QIOU Z CALLOWAY DRIVE a a O W 30'-011f 35'-0" i 35'-0" 35'--0" m 1 EXIS77NG MEDIAN ISLAND TO NEXT TREE NEW LANDSCAPING 11 I co /.O}- 0 - .........................A i` - AIIIAAI - �- AVIA \ 1111111 111111 EXIS77NG CITY OF BAKERSFIELD, CALIFORNIA � � u ,A111111A11 )IIII _ ._---- 0) O < 1 ~W �W W W ZLLJ �J► e I- U OIL m M t?IL 1 NEW LANDSCAPING I I I GL EDI TSTA TRIA CAN THOS VARIETY INERMIS Epic LGSTAMPED STRIPCRErE 1 4 - 24" BOX TREES, SINGLE TRUNK - - OIL �O9 L I LANDSIOM PING PLAN MEDIAN'FC IF PUBLIC WORKS DEPARTMENT File Name.- 02_ T2K239_DESIGN Drawn: DP Job No.: T2K239 Engineer: BM Date: 3/4/13 Checked By Q�OFESS/pN� .�. �+73-O .a - REGI TERED Cl V11 GINEER C 78966 * Exp.3-31-14 CITY OF BAKERSFIELD q C! V 11501 A �- BAKERSFIELD,NCAVENUE 93301 TF OF CA��F�� REVISIONS No. DA TE DESCR/P TION l "I / / IRRIGA TION LEGEND: ® RAINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 180, 1.85 GPM (j- RAINBIRD 1806 -PRS BODYHE-VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18, 30 PSI, 180, 0.92 GPM ADJUSTALL IRRIGATION HEADS ON SITE AS REQUIRED. RAINBIRD RWS-B-1402 BUBBLER .5; 30 PSI, 0.50 GPM �./ 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE - TYPICAL RAINBIRD 44 -LRC 1 " (6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QC V) ..A.... NEW IRRIGATION MAIN LINEAS REQUIRED -.MATCH EXISTING AAAAA� EXISTING IRRIGATION MAIN LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE LK_ EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK Q NEW POWER PEDESTAL & METER PB NEW PULLBOX ® POINT OF CONNECTION (POC) B.F.P. NEW BACKFLOW PREVENTER NEW2- PVC SCHEDULE 80 GATE VAL VE Q c� 1111/ ► �, j���1��'� Alft THIS SHEET I1�►� KEY MAP IRRIGATIONAND LANDSCAPING PLANS LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 CALL 0WAY DRIVE SOUTH OF OLIVE DRIVE - T2K239 . 6-s-as3 SHEET NO. 5OF72 9N 1' -41 04 1 I I EXIS17NG 6*10 PVC SLEEVE C 9 912 EXISTING MEDIAN ISLAND i CALLOWAY DRIVE 33.3 IIGPM L0 DL I LA WN HEAD (0 VAL VE M + I 1/2" 1/2" 3/4" 3/4" 1 " 1 1/2" 3/4" 3/4" 1/2" /2" — + 0) 112"W 110+00 1" 1/2" �„ �,► 1/2" 3/4" 2" /2" 111+oo 3/4" �/2" 1/2" �/2" 1/2" w Z W _ 2" SCH. 80 I +QCV Z W 7 1/2" 1/2" V1/2" 3/4" 3/4" �" 3/4" 3/4" _ — — —„- 1/2 /2 Q a IL_ . —OIL OIL OIL --OIL— —OIL—A � A 1” 11.0 EXIS77NG STAMPED CONCRETE GPM TYPICAL AT MOW S7R/P TREE BUBBLER ' VAL VE + O Q ul F— f— � W W W ZW IV ,YLAI TALL IRRIGATION PLAN OIL I GLEDI TSTA TRIACANTHOS VARIETY INERMIS 5 - 24" BOX TREES, SINGLE TRUNK LANDS%r.#-.FAM% PING PLAN SCALE: 1 "=10' —OIL- / Ll OIL iv NLA / 11ccc EXISTING STAMPED CONCRE7E TYPICAL AT MOW SMTP REGI TERED CIVIL E, QROFESSio AB�'Qti o3-0y-Zo 0 INFER C 78966 * Exp. 3-31-14 CITY OF BAKERSFIELD C! V I 1501 TRUXTUN AVENUE '9TF L 0�� BAKERSFIELD CA 93301 OF CAl-�F REVISIONS No. OA TE DESCRIPTION 471 / / IRRIGATION LEGEND: e RAINBIRD 1806 -PRS BODYHE-VAN NOZ 15',30 PSI, 180, 1.85 GPM (�- RAINBIRD 1806 -PRS BODY HE- VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUSTALL IRRIGATION HEADS ON SITE AS REQUIRED. RAINBIRD RWS-B-1402 BUBBLER .5; 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VAL VE - TYPICAL RAINBIRD 44 -LRC 1- (6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE(QCV) NEW IRRIGATION MAIN LINEAS REQUIRED - MATCH EXISTING EXISTING IRRIGATION MAIN LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE CLK EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK ® NEW POWER PEDESTAL & METER PB NEW PULLBOX ® POINT OF CONNECTION (POC) B.F.P. NEW BACKFLOW PREVENTER KEY MAP MEDIAN `C IRRIGATIONAND SCAP/NG PLANS LAND Fie Name.-02_T2K239_DES/GN Drawn: DP LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K239 Engineer: DH Date: 3/4/13 Checked By. CALLOWAY DRIVE SOUTH OF OLIVE DRIVE — T2K239 6 OF 12 Gs ash �Na s 1 r r Q 1 V)LLJ W a I� z W ZW 1 J� m 2; 0 C) w F— Q o 1 CL 0 N 0 1 35'-0" T ' TO NEXT TREE Q c 0 N Y N N 01 N I / z Of w Li z z Li OIL.._ --wOIL. , CUL VERT C (VERIFY) CUL VER BELOW CALLOWAY DRIVE ' EXISTING MEDIAN ISLAND i v /--If- V >_ LAWN HEAD TREE BUBBLER VAL VE VAL VE N —OIL I I GLEDI TSIA TRIACANTHOS VARIETY INERMIS 4 - 24" BOX TREES, SINGLE TRUNK CITY OF BAKERSFIELD, CALIFORNIA CUL VERh- BELOW IV M111VII LA1J111YV a 1 P 00 Oil�.. y 114+00 1 EXISTING MOW RAMP IL OIL. OIL- EXISTING STAMPED CONCRETE TYPICAL AT MOW STRIP & MEDIAN ENDS INSTALL 3 EXTRA IRRIGA TION CONTROL WIRES & ONE COMMON WIRE A T IRRIG. CON7ROL BOX lRRIGAT/ON PLAN�— SCALE: 1"=10" LANDSf"!APING PLAN MEDIAN'FC lv 13'-O"f ' EXIS77NG MEDIAN ISLAND 114+00 IL. OIL. OIL. EXIS77NG STAMPED CONCREE TYPICAL AT MOW S77?IP & MEDIAN ENDS Q KEY MAP p. a�_ REGISTERED CIVIL okof ESS IONq A$�cR� 0 3- o Iv -2c AT �- GI NEER C 78966rn * Exp. 3-31-14 Cl TY OF BAKERSFIELD J 1501 TRUXTUN AVENUE qTF FCA\-\F��� BAKERSFIELD, CA 93301 REVISIONS No DA TE 1 DESCRIPTION IRRIGA TION LEGEND: e RAINBIRD 1806 -PRS BODY HE -VAN NOZ 95',30 PSI, 180, 1.85 GPM RAINBIRD 1806 -PRS BOD YHE- VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUSTALL IRRIGATION HEADS ON SITE AS REQUIRED. ' RAINBIRD RWS-B-1402 BUBBLER .5; 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE - TYPICAL RAINBIRD 44 -LRC 1" (6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW IRRIGATION MAIN LINE AS REQUIRED - MATCH EXISTING EXISTING IRRIGATION MAIN LINE CLASS 200 PVC LATERAL ----- PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE CEK� EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK ® NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. NEW BACKFLOW PREVENTER IRRIGATIONAND LANDSr-APING PLANS file Name: 02_T2K239_DESIGN Drawn: DP LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET NO. PUBLIC WORKS DEPARTMENT Job No.: T2K239 Engineer. BM GALLOWAY DRIVE SOUTH OF OLIVE DRIVE - T2K239 - 7 OF 12 Date: 3/4/13 Checked By. O 1 2 �.s- a5 P11 3 M 1 + � r r - Z r o (n mI W Y I� N W NI Z W 1 o -J to I _ Q J 0') 1 N Y N N 01 N I / z Of w Li z z Li OIL.._ --wOIL. , CUL VERT C (VERIFY) CUL VER BELOW CALLOWAY DRIVE ' EXISTING MEDIAN ISLAND i v /--If- V >_ LAWN HEAD TREE BUBBLER VAL VE VAL VE N —OIL I I GLEDI TSIA TRIACANTHOS VARIETY INERMIS 4 - 24" BOX TREES, SINGLE TRUNK CITY OF BAKERSFIELD, CALIFORNIA CUL VERh- BELOW IV M111VII LA1J111YV a 1 P 00 Oil�.. y 114+00 1 EXISTING MOW RAMP IL OIL. OIL- EXISTING STAMPED CONCRETE TYPICAL AT MOW STRIP & MEDIAN ENDS INSTALL 3 EXTRA IRRIGA TION CONTROL WIRES & ONE COMMON WIRE A T IRRIG. CON7ROL BOX lRRIGAT/ON PLAN�— SCALE: 1"=10" LANDSf"!APING PLAN MEDIAN'FC lv 13'-O"f ' EXIS77NG MEDIAN ISLAND 114+00 IL. OIL. OIL. EXIS77NG STAMPED CONCREE TYPICAL AT MOW S77?IP & MEDIAN ENDS Q KEY MAP p. a�_ REGISTERED CIVIL okof ESS IONq A$�cR� 0 3- o Iv -2c AT �- GI NEER C 78966rn * Exp. 3-31-14 Cl TY OF BAKERSFIELD J 1501 TRUXTUN AVENUE qTF FCA\-\F��� BAKERSFIELD, CA 93301 REVISIONS No DA TE 1 DESCRIPTION IRRIGA TION LEGEND: e RAINBIRD 1806 -PRS BODY HE -VAN NOZ 95',30 PSI, 180, 1.85 GPM RAINBIRD 1806 -PRS BOD YHE- VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUSTALL IRRIGATION HEADS ON SITE AS REQUIRED. ' RAINBIRD RWS-B-1402 BUBBLER .5; 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE - TYPICAL RAINBIRD 44 -LRC 1" (6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW IRRIGATION MAIN LINE AS REQUIRED - MATCH EXISTING EXISTING IRRIGATION MAIN LINE CLASS 200 PVC LATERAL ----- PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE CEK� EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK ® NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. NEW BACKFLOW PREVENTER IRRIGATIONAND LANDSr-APING PLANS file Name: 02_T2K239_DESIGN Drawn: DP LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET NO. PUBLIC WORKS DEPARTMENT Job No.: T2K239 Engineer. BM GALLOWAY DRIVE SOUTH OF OLIVE DRIVE - T2K239 - 7 OF 12 Date: 3/4/13 Checked By. O 1 2 �.s- a5 P11 3 N W W a - z Q m W F -- H O n n L0 n 0 N 0 C- U i C- 0 NEW 2'00 IRRIGA 77ON MAIN LINE NEW 2`0 IRRIGATION MAIN LINE IN EXISTING PVC SLEEVE - FIELD VERIFY LOCA 77ON & SIZE. EXISTING LANDSCAPING do - J OL I VE DRI VE RRIGA TION PLAN Vriric 1 T IlvCtrlV//%'�i 4 - 24 BOX TREES, SINGLE TRUNK Coo;""'/Ty OF BAKERSFIELD, CALIFORNIA LI lU MA1GIJ tAl,)111vt, EXIS77NG EXPOSED AGGREGATE FINISH TYPICAL AT MOW STRIP LANDSrAPING PLAN lij PUBLIC WORKS DEPARTMENT Name: 02_ T2K239-DESIGN 5 No.: T2K239 te: 3/4/13 urawn: DP Engineer: BM Checked By. /— EX/STTNG MEDIAN ISLAND SCALE: 1"--10* 3/47 LAWN HEAD VALVE 10) H F- W waw z ' w REGISTERED CIVIL QROFESS/ON q 0 AeFRti `F'G GINEER LiC 78966 * Exp. 3-31-14 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qx C�V�L BAKERSFIELD, CA 93,301 OF CALIF REVISIONS No. DATE DESCRIPTION 471 / / IRRIGA TION L EGEND: p KAT/ WHL) 1806 -PRS BOD YHE- VAN NOZ 15',30 PSI, 180, 1.85 GPM RA/NB/RD 1806 -PRS BOD YHE- VAN NOZ 15',30 PSI, 90, 0.92 GPM RA/NBIRD 3500 SERIES #1.0 NOZZLE 18, 30 PSI, 180,'0. 92 GPM ADJUST ALL IRRIGATION HEADS ON SITE AS REQUIRED. R41NBIRD RWS-B-1402 BUBBLER .5; 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE- TYPICAL RAINBIRD 44 -LRC 1 " (6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW IRRIGATION MAIN LINE AS REQUIRED - MATCH EXISTING EXISTING IRRIGATION MAIN LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE C€C EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK ® NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. NEW BACKFLOW PREVENTER NEW 2" PVC SCHEDULE 80 GA TE VAL VE v a U � IRRIGATIONAND KEY MAP LANDS CAP/NG PLANS LANDSCAPE IMPROVEMENTS TO EXIST/NC, MED/AN ISLANDS -PHASE 2 SHEET N0. OLIVE DRIVE WEST OF GALLOWAY DR/VE—T2K239 F8 OF 72 0 2 3 PNS tx1,711NU" UUKE1 / & GUTTER ENS NG�l N POWER PEDESTAL j EXlS77NG � Co C-— SIDEWALK — // x EXIS77NG _ GAS LINE Q) EXISTING IRRIG. — — MAIN LINE- VERIF �� INTERCEPT EXISTING — — ` �.._ OC cv IRRIG. MAIN LINE r POC _ 0) - 1 o Y EXIS77NG A" j CMU WALL EXlS7'G MEDIAN IRRIG N VALVE TO MEDI N N A T LOCA 170N A EXISTING IRRIGA 1-70N o CONTROL CLOCK z 00 DETAIL " " A w 0 0 Z w Co V o Z CID NEW 2'00 IRRIGA 77ON MAIN LINE NEW 2`0 IRRIGATION MAIN LINE IN EXISTING PVC SLEEVE - FIELD VERIFY LOCA 77ON & SIZE. EXISTING LANDSCAPING do - J OL I VE DRI VE RRIGA TION PLAN Vriric 1 T IlvCtrlV//%'�i 4 - 24 BOX TREES, SINGLE TRUNK Coo;""'/Ty OF BAKERSFIELD, CALIFORNIA LI lU MA1GIJ tAl,)111vt, EXIS77NG EXPOSED AGGREGATE FINISH TYPICAL AT MOW STRIP LANDSrAPING PLAN lij PUBLIC WORKS DEPARTMENT Name: 02_ T2K239-DESIGN 5 No.: T2K239 te: 3/4/13 urawn: DP Engineer: BM Checked By. /— EX/STTNG MEDIAN ISLAND SCALE: 1"--10* 3/47 LAWN HEAD VALVE 10) H F- W waw z ' w REGISTERED CIVIL QROFESS/ON q 0 AeFRti `F'G GINEER LiC 78966 * Exp. 3-31-14 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qx C�V�L BAKERSFIELD, CA 93,301 OF CALIF REVISIONS No. DATE DESCRIPTION 471 / / IRRIGA TION L EGEND: p KAT/ WHL) 1806 -PRS BOD YHE- VAN NOZ 15',30 PSI, 180, 1.85 GPM RA/NB/RD 1806 -PRS BOD YHE- VAN NOZ 15',30 PSI, 90, 0.92 GPM RA/NBIRD 3500 SERIES #1.0 NOZZLE 18, 30 PSI, 180,'0. 92 GPM ADJUST ALL IRRIGATION HEADS ON SITE AS REQUIRED. R41NBIRD RWS-B-1402 BUBBLER .5; 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE- TYPICAL RAINBIRD 44 -LRC 1 " (6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW IRRIGATION MAIN LINE AS REQUIRED - MATCH EXISTING EXISTING IRRIGATION MAIN LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE C€C EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK ® NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. NEW BACKFLOW PREVENTER NEW 2" PVC SCHEDULE 80 GA TE VAL VE v a U � IRRIGATIONAND KEY MAP LANDS CAP/NG PLANS LANDSCAPE IMPROVEMENTS TO EXIST/NC, MED/AN ISLANDS -PHASE 2 SHEET N0. OLIVE DRIVE WEST OF GALLOWAY DR/VE—T2K239 F8 OF 72 0 2 3 PNS N w Li Z Q m 0 w E -- O J n z c� w 0 �I N N NI O / U) C U 0 U C - w i N N / N 0 N O N z ry Li Li z z w 0 0 J / R I 1 1/2n TREE BUBBLER VAL VE TO NEXT 1� OLIVE DRIVE - .,— ,...,,,.,.,..,,,,..,,,,9. W,,,, LA WN HEAD VAL VE /RR/GAT/ON PLAN h L Q OLIVE DRIVE 35'-0" 36'-0" 35'-0" - - - - .--- - . - . - ..,..s .- ...W.. - _.,. 1 11 .-......._ 107+00 rL :r"' TUR AREA 1O_ 4415 SF 1O - 6 j 0 _� - -- -- -- - -- VLCLJI 101/4 1 rilHUH/V 1 P7VJ VAR/ETY /NERM/S 6 - 24 " BOX TREES, SINGLE TRUNK LANDSCAPING PLAN -2A4I► 9/9►, LAWN HEAD VAL VE SCALE.- 1 "_ 4' 0 EXISTING EXPOSED AGGREGA TE FINISH TYPICAL AT MOW STRIP "n a e• e%i i r -r --r >- 107+00 _M 1071 00 1O_ F- 1O O o)U + O (0 (0 O `- � O Q O V) I- U V)10 Q O U Z Iw 0 W 0 EXISTING EXPOSED AGGREGA TE FINISH TYPICAL AT MOW STRIP "n a e• e%i i r -r --r >- 0of ESS �� � �! • (.� � d3 -off -Z � �� ���. m REGIS FRED Cl VIL E INFER C 78966 * Exp. 3-31-14 CITY OF BAKERSFIELD C(VIL 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CAl �F REVISIONS No. DA TE DESCRIPTION IRRIGA TION LEGEND: e f,'AINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 180, 1.85 GPM (�- RAINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITEAS REQUIRED. RAINBIRD RWS-B-1402 BUBBLER .5; 30 PSI, 0.50 GPM �..�/ 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE - TYPICAL RAINBIRD 44 -LRC 1- (6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) �.•� NEW IRRIGATION MAIN LINEAS REQUIRED - MATCH EXISTING o EXISTING IRRIGATION MAIN LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK ® NEW POWER PEDESTAL & METER PB NEW PULLBOX ® POINT OF CONNECTION (POC) ® B.F.P. NEW BACKFLOW PREVENTER i . ' R9 IRRIGA TION AND LANDSt"APING PLANS File Nome: 02_T2K239_DESIGN Drawn: DP LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS PHASE 2 SHEET N0. CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K239 Engineer: BM y Date: 3/4/13 Checked BY OLIVE DRIVE WEST OF CALLOWAY DR/VE - T2K239 9 of 12 0 1 2 3 107+00 1O_ F- O + (0 O `- � Z Q O I- U V)10 Z Iw 0of ESS �� � �! • (.� � d3 -off -Z � �� ���. m REGIS FRED Cl VIL E INFER C 78966 * Exp. 3-31-14 CITY OF BAKERSFIELD C(VIL 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CAl �F REVISIONS No. DA TE DESCRIPTION IRRIGA TION LEGEND: e f,'AINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 180, 1.85 GPM (�- RAINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITEAS REQUIRED. RAINBIRD RWS-B-1402 BUBBLER .5; 30 PSI, 0.50 GPM �..�/ 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE - TYPICAL RAINBIRD 44 -LRC 1- (6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) �.•� NEW IRRIGATION MAIN LINEAS REQUIRED - MATCH EXISTING o EXISTING IRRIGATION MAIN LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK ® NEW POWER PEDESTAL & METER PB NEW PULLBOX ® POINT OF CONNECTION (POC) ® B.F.P. NEW BACKFLOW PREVENTER i . ' R9 IRRIGA TION AND LANDSt"APING PLANS File Nome: 02_T2K239_DESIGN Drawn: DP LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS PHASE 2 SHEET N0. CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K239 Engineer: BM y Date: 3/4/13 Checked BY OLIVE DRIVE WEST OF CALLOWAY DR/VE - T2K239 9 of 12 0 1 2 3 HiN} V SRADE LO' NOTEss 1, HEN CR055JN6 UNDER.PAADWAYS OR AW OTHER RAW 9NAM, ALL Ei.l'CTRICAL HRJN6 AND NATER Lift SHALL.BE iN5TALLED 25' (0.16W DEEPI IN A Sr.,NED U 40 PVC SIMS, %EEVIE SHALL EE,2 TIMES DIAMETER OF CONOWT t PiPIN6.. ALL MIXTRGAL Ci3NWT SHALL NAYS I MIN, IMA, FOR Ila VOL15 AND 2 MIN, VIA, FOR LON ; T eR LAR�t FENDS VOLTAGE. SEE. CITY STANDAR>ts SHEET 4-8, MAIL H. > M p 2, WRE THE MN911RD WMC0H MR}6ATtaN 5Y" Is FLAnKXial�t-INE pLgcE }"ATM coam FIAMINE CODE, i4ANlFAC,TUf S �ATTONS, SECTION SF'EG}FIED, THE MAX}COM 4AELE MST NOT W -V INTO CONTACT AT T>[ q cylmc T "m NEW 1tE MAfN > HTH THE FOYER SUPPLY OR VALVE WIRING, THE MAXI- Po51THON � ANU TAPED Ar .LOGAT'E COM CARE NEAR THE MAIN LINE AT A 4 044*K POSITION, uz'(9Fhn) INTERVALS. ff foR � iL+GA'IE Ft}Al*a ATM S. IF MORE THAN ONE LIME 15 INSTALLED PER TRT$" PROVIDE 3aG1001c POS{tH0lt x 05'(0.IW HlORIZMAL AND VERTI0AL1EPARATi0N KCREATION AND PARKS DIR MTOR. 4, ALL PJC, SOLVENT f&UE) SHALL BE 071I (fRtMm 15. MAIM LINE / FZZIRW ON MAIN LIME MY). +✓ ASDJN6CTW 9Y THE 5 LANIYaGAPE AND IFM6004 IMPROVO4M WITHIN THE >1 • � MI)IOMM STRUT AWK-OF4 4AY MAY MIRE AN OPEN � STREET PERMIT. OIECK MTN'CITY MINltEFm DEPARTMERr HtX (O� _' t- 0 GRAM RBGRIATiON AW PARKS DiRl:GTOR POR RECdlIRF.NENTS, "INSTALL ; T eR LAR�t FENDS 6. WHA OPEN STREET CUTS ARE REWIRED To VARIOUS M p iFA6ATTON LiNES AND/OR HRM, ALLSTREET• PATCHIN5 WITHIN v `° FIAMINE CODE, i4ANlFAC,TUf S �ATTONS, SECTION THE CITY R16HT-01740,Y SHALL BE IN AfrGORDMM HTH CITY r > 5TAWARD ST -12 OR AS DIRE RED BY THE CITY WN6 R + r0 LAME 5T-I"� � GAiTRM55PEG9, ST -116M VMSTAS, 1. ALL IRRIGATION LATERAL LINES SHALL BE a "fir 20a PVC, Ttw WAZzr., ff foR IF A LATERAL LINE 15 LOCATEP UNDER A HMO SURFACE, x %HWU 40 PV4 15 REt'>TkRW. a fOR'SN KCREATION AND PARKS DIR MTOR. & WHEN THERE IS A C•HIANGE IN FITTED DIRECTION, ALL IRRIGATION TWN / MAIN LINES L.ARM THAN 2.0' {SOHrn># IN DIAMEiER (fREftURE j v > '' ASDJN6CTW 9Y THE 1 INM) SHALL M SC4RED NTH CONCRETE TRW MOCKS IN � - L'AGdtriLL AGGORDNU KITH MANUFACTURES RECOMMENDATION AND' AS DIFMOW BY THE WRIZATION ASID PARKS MIZECTOR k SEE CITY STANDARD S}gET L-5 POR MOST BLOCK DETAIL .•' q. ALL IRRIOATION MAINLINES 24' 1 IN DIAfZIM AND LATERAJ_ LINE LESS SHALL BE 5GFEDIA E AO PYG. WASAPON MAIN Ift GREATER / THAN 2D' 0ONW IN DIAMETER SHALL BE 11TE P/C S(he= 40 OR APPRMW EQUAL 6Y THE RECREATION AND PARKS D{RE YORR. 10, ANY ANv ALL CHANbi5 SHALL BE At'PRUVEi:1:1f THE iw;vATiCAN rnGRwSRnvE AMD PARKS DIRECTOR PRIOR TO INPLEWNTATlOK IL ALL {RR{6AT}ON INSTALLATION SHALL BP IN ACCORDANCE H41TH CITY 51ANDAWS, TRE LATEST APPRMW WTION OF THE tjNIr M ; T eR LAR�t FENDS �` M p %WWL L AND GONS'AGT TO CITY RD FIAMINE CODE, i4ANlFAC,TUf S �ATTONS, SECTION NOTES$ > L VIHEN CRa55W iR IM ROADWAYS OR ANY OTHER HARD SURFACE, 5T-I"� � GAiTRM55PEG9, ST -116M VMSTAS, 20 OF THE STAWARD SPECIFICATIONS, AIV A5 DIRMIED BY TIE ff foR !a,, x FOR'ACC EAVVIT OR KCREATION AND PARKS DIR MTOR. W KAi1 r / DS {HGF ASDJN6CTW 9Y THE 12, ALL MATERIAL USED SHAt.L ISE NEW A41 PREE FROM IMPERFECTiM.+ >1 • � w � 1EIVINEERINO D6'ARTI EiFi' FOR REQWRsEMENTS. RBGRIATiON AW PARKS DiRl:GTOR 15 SEE AFPROVIV LANNa9GAPE AND IRRIGATION PLANS AND LEGENDS NAMM& 1.1NE IRROATIONi LINES AND/OR HRI!% ALL STRUT• PATCH{HS WON ELL (TT) GONDWT / PIPiN6 � FOR 9PIZIFiC, MWEL. 049M 517.9, QUANTITY, MWACTLM% ADD THREADED UNION PLAN Y1 ` AND PARK* DIRECTOR PRIOR TO INNTATION. PLACE 11MA110N CONTROL APERFORI � RE+Gild}Ri�14T+J: � PLACE i�AkEG�t "M.. CITY STAWAFM, MANJFAGTU ERS RECON% ATIONS, SECTION w. "RMNE-AxTI£MAINAV XW TAM E�YiEt� *0 TAM AT 14: NO OTHER CONLUIT OR PIPING MAY BE ALLOIAW ft�mT K� RECREATION AND PARKS DIRECTOR. ia' 1Nt MHTNIN IRRI6AT{ON t'IPIN6 OR C�7NTR01 LTtE dKfNCdH: AWAV TTf � o 8. ALL 5.1 CTRCAL INSTALLATIONS VHTNIN PARKS OR FOR SPECIFIC MOM NA4SM, SIZE, QUANTITY, MANUFACTURERS LOCATE H FZ ATM AND P150 RMAWE NiEC>IIi� METRICAL SUPERM}SOR. CITY OF BAKERSFIELD 3Ott=P05lTJ & 4. ARBOR TM 6UNO OR AMPVYW WA 145 R=RFD A8AUN57 ON; CONTROL LINE TRS+IGH, DETAILS FOR REMOTE CONTROL MULTIPLE LIMES CITY OF BAKERSFIELD REVISIONS DETAILS FOR PIPING, TRENCHING, AND BACKFILL STANDARD PLAN NO. SHT 2 OF 14 AP!'Rt�i'ED - RCI;XxxxX DATR L"-2 10 (0. TAMR DS NOTM- �I.O� 3A 1. USE 1MA PIPE ON ALL TREAM J01NT5 . (0�++) FOR9JB8LE125 > 2. ALL.RISHiS $FU) NIPPLES-BFIALL Be 5014: 80TVG. ALL.FITTINEAJ_ SHALL Be "%K 40 PVC, . r < s 0° (15Arm1 5 ALL LATERALS SHNALI @)= TLA% 200 P0"OR AS WMIRED ON PLANS. `"r T N!E PLE WO 4c kit IRRIGATION Wm ARE INS'CALLEv ",MIN LvAt Q0TS, ELL (ST) OR AMAIN VALVE OR LHEGK VALVE IS REWRW TOPREV8Qf;EWVONt" ° Y ~ LATIA Liter TE. (`55T) CHECK VALVES AW DRAIN' VALVES SHALL BE INSTALLED.AT LOCATIONS Z AS PP. -,,CREW BY THE SPECIFIED <. VITIon AV SHALL Be � ,�1�:�� '> •° / e�' ., f,.C{ APF'iNOVED BY 1HE RECREATION AND,PAYNKS;?IRFGTOR PRIOR Ta . (Y X118156 szr2j F2UF3 SN R A f" ♦•!ERNS PLPGEhEfiT AN�1 HSE 5. ALL PDF' UP WADS %KL BE 20 (OW Ii2CN'R CONCRETE Q, IN,TALL TOP OF HFAv oz, AND ASPHALT AREAS. ALL LAW RADIUS IRWOATM HEADS (PART t � FJ9 PART GRCLE pMsl CIRCLE,) SHMJ..W 4A' (100"Fii4RCONC AND ASFTIA,T GRADE AREAS, '.1060T OF POP UP HEADS" WLL it AS FOLLOW, (iOaarJ FM PUL c€RrLF. 60 (WW FOR LAIN AREAS to (0* FOR "m T I& (O.'1mj FOR ataw COVERS sy( 50 Pv6 r� O tupM (MAT) 6. NYRE PART CIRCLE RRRIOAI M HEADS AFM ADJACENT TO A BWLDIN6 c\I WALL, LOCATE HEADS MIN, 4& 602YW IIID_ {d FACE OF WILDING HALL To TRIPLE SHN S .ONO a BACK aF iRR16AT{aN NEAT. 1, TgrF1,e Sim, 4m SIIALL: ix RAlNT my SA 9ERIP5 OR APPP.DVm EQUAL L LAMA. LK / B. ANY AND ALL OW46M MM THIS 5TARIPARD DETAIL SSW SHALL. fy� ' � �;� , ,>.` ,,° ���,�,�/ BY AF'PRpVED'BY THE R%GREATION AND PARKS giRECT01t LAROE RA D I N t Mounted) Fm SEE APPROVED LAIMAPE WWAT{ON PLANS AW LAS' FOR 5FmiriC mmm MtA43t#i5s Size, QUANTITY, MAU FAGTtpEPS, " FIM5IW MADE AAD PERFOR1dAHIGE REt�lE�Nitia FIN15HED GPAM IN Of AREAS C� PIPE PLASTIC ROUW VALVE BOX WITH BOLT DOM .E. COYER USE STAINLESS OMT HIT AND YABHER L U TEE (55TH > �� `• NEAT BRAW'0CWI ONTO LID Latt RnL ~� K\<' QUHGK Ct?3k'LER K1 Y YI{TH MALE HbSE BIB I LIig f\' rWm GaNNECT{ON A5 SHOFVi, KEY M)ST CLEAR VALVE BOx tHi BARBC'D ELL. . a 3 �FINI54ED 6RAM IN SH1W Ai2EA5 *KK it m . N) F G1llIGK WUPL R VALVE O , f .•, ^+ STAINLiESS STEEL CLAMP a;• ERIKA( 5UPI"T* co SrA 00 PVC y, TRIFLE %05 JOINT Q TRit'lE5W1N5 KiNT MAINLINE 44 x W RETSAR STAKES,. �/ �," •F °� 2 PWRED - (� LAT .4 LL>E rABRIC __j GUB1G FT, () PCN' L)_ P_SNY 'J calnrf C . (E3obtQm mounN.edj - CITY OF BAKERSFIELD REVISIONS LANDSCAPE AND IRRIGATION DETAILS- FOR, VARIOUS IRRIGATION HEADS N STANDARD 111AN NO. N SHd'I $ CYp 14 APPROVED RCE7;?:xxx T1ATG L'-8 O 4.Di 1 FINISHED GRADE ELEGTRICOAL c1QN Qu1 2Y (0, 1W TEE (SST) MAIN O � EWANM LOOP _ OR EiL f5T) � � LINE NOTES$ b ,� L VIHEN CRa55W iR IM ROADWAYS OR ANY OTHER HARD SURFACE, P AL MMTR (;& WiRIN6 AND NATER LINES SHALL BE INSTALLED 2S' BE ALLOT 01LESS APPROVED BY THE RECREATION AND !a,, % KOA"Y l HARV%APE fHTEET I' MIN. DIA, FOR 110 VOLTS NV:r MR DIA FOR LAN VOLTAGE. / 6LEcVE 16HT-aF4W OWT 5, MOVEMENTS KININ THE DEDICATED SIR= NOW-OF49AY >1 • � MAY REGWRE AN OPEN STREET PERMIT. CKOK KIH CITY i' (0.454 $EHIND 1EIVINEERINO D6'ARTI EiFi' FOR REQWRsEMENTS. \ 4. Ain OPEN ST'RErr GUTS ARE REWRED TO INSTALL VARIOUS 6HT-OP44AY LINE IRROATIONi LINES AND/OR HRI!% ALL STRUT• PATCH{HS WON ELL (TT) GONDWT / PIPiN6 D ST*VARD ST -12 OR AS DiMTBD BY THE CITY ENSIKM ADD THREADED UNION PLAN Y1 4.Di 1 FINISHED GRADE ELEGTRICOAL c1QN Qu1 2Y (0, 1W TEE (SST) MAIN O � EWANM LOOP _ OR EiL f5T) � � LINE NOTES$ b ,� L VIHEN CRa55W iR IM ROADWAYS OR ANY OTHER HARD SURFACE, P AL MMTR (;& WiRIN6 AND NATER LINES SHALL BE INSTALLED 2S' BE ALLOT 01LESS APPROVED BY THE RECREATION AND (01W DEEP, iN A SGHMLE 40 PW SLEEVE. SLMVE *HALL 6E 2 11M % D{AVM OF CONDUCT / PIPING: ALL MWTMAL'GOiWT %HALL HAVE N I' MIN. DIA, FOR 110 VOLTS NV:r MR DIA FOR LAN VOLTAGE. / 2. SLEEVE SHAH EXTEND TA' WV WON P HADWAFE ON ALL ENDS � 5, MOVEMENTS KININ THE DEDICATED SIR= NOW-OF49AY >1 • � MAY REGWRE AN OPEN STREET PERMIT. CKOK KIH CITY ONE VALVH: i5 tN5TA = Ni THE SAME LOCAWK 1EIVINEERINO D6'ARTI EiFi' FOR REQWRsEMENTS. \ 4. Ain OPEN ST'RErr GUTS ARE REWRED TO INSTALL VARIOUS PAST NIPPLE ,ti IRROATIONi LINES AND/OR HRI!% ALL STRUT• PATCH{HS WON ELL (TT) THE CITY RIGHT-OF-WAY SHALL ISE IN AGCMANGE WITH CiTY D ST*VARD ST -12 OR AS DiMTBD BY THE CITY ENSIKM ADD THREADED UNION 5, ANY NO Ai.L GHANSES SHALL, BE APPROVW BY THE RECREATION ` AND PARK* DIRECTOR PRIOR TO INNTATION. SEE DETAIL 'W' 6, ALL ELZMAL INdSTALLATION'SH L BE IN ACGOWDAN CE WITH NIPPLE (TAT) CITY STAWAFM, MANJFAGTU ERS RECON% ATIONS, SECTION INSTALLATION - DETAIL V) ".20 OF THE STA PARD SPECIFICATIONS, AND AS DIRECTED BY THE p RECREATION AND PARKS DIRECTOR. LINE T ALL MATERIAL USED SHiALL BE NEN TND fREE PIW IMFERPWTIONS, (1At) PLAN �-' 8. ALL 5.1 CTRCAL INSTALLATIONS VHTNIN PARKS OR FOR SPECIFIC MOM NA4SM, SIZE, QUANTITY, MANUFACTURERS PARKWAYS %1ALL. BE Wf%TED 13Y PUBLIC, WORKS AND P150 RMAWE NiEC>IIi� METRICAL SUPERM}SOR. CITY OF BAKERSFIELD q. NO OTHER W UIT OR PIPING MAY BE ALLOYED WITHIN ELECTRICAL 4. ARBOR TM 6UNO OR AMPVYW WA 145 R=RFD A8AUN57 ON; CONTROL LINE TRS+IGH, DETAILS FOR REMOTE CONTROL VALVES CITY" OF BAKERSFIELD ALL TFEE5 PLANTW IN LAM AREAS - DETAILS FOR ELECTRICAL CONDUFF TRENCHING, SLEEVING, AND BACKFILL I SHOP .--.3._ OF __..H4. APPROVED RCE xxXXX DA 8 BACKFILL PIPING REVISIONS PLAN NO. L-3 Q Q+ NOTE �b TOP OF VALVE Bax 2Y (0, 1W TEE (SST) MAIN O � EWANM LOOP _ OR EiL f5T) � � LINE N b ,� NOT55: C� ,.; BE ALLOT 01LESS APPROVED BY THE RECREATION AND Z % 1. AMY $01. AMINKM AS FOZ SOIL TEST. LON W}RE Rs�ILIA�NLT WIRE ftN 2. ALL TRI E5 SHAU BE STA<ED PM NEW 2D' PA}4q! DIA, >1 • � 4c ONE VALVH: i5 tN5TA = Ni THE SAME LOCAWK FEMALE AD VIRE � ITS TWAT% Ova POl,B NINE, T>rmze mxrg T' PAST NIPPLE ,ti AND LIDS DELON MUST BE APPROVEIP BY THE F CIEAT ION AMID PARKS DiREGTOR ELL (TT) SIMILE VALVES, NDS PRO SERIES 14'X14" D IM STAMS f" ALL fR.ANr MAiM01. VE NERD TO THE ADD THREADED UNION y PL UMSIW GODS, MANAACIAMS REC4101NENMATI04 SECTION 20 OF THE STANDAW 91'WIFICATIONS,NND A5 TD{RECTW BY THE RVMTIOH AND PAWS DIRELTOR, rpm SEE DETAIL 'W' PR&MT 511E AN? INSTALL 1154 TT E STAY+E& NIPPLE (TAT) THIS.SHEET INSTALLATION - DETAIL V) LINEN " p S. CONSTRUCT Motes A5 fNSr,T1IRW TO 5ECIME PLANTS STAT N,TTY LINE LiNE (1At) PLAN �-' OPERATE VALVES. (0E COLOR FOR ALL VALVE Me 4 ONE COLOR FOR SPECIFIC MOM NA4SM, SIZE, QUANTITY, MANUFACTURERS VIRiNS CONSTPJ1CT10N INSTALLATION. AND P150 RMAWE NiEC>IIi� CITY OF BAKERSFIELD OTAM TREM ALONG 4. ARBOR TM 6UNO OR AMPVYW WA 145 R=RFD A8AUN57 DETAILS FOR REMOTE CONTROL VALVES LL OF PLANTER 4, OOOnW ALL TFEE5 PLANTW IN LAM AREAS - STANDARD WH Rmlm 5. RM GUARD BARRIER 6 Fla MED 40 THE TRM TRW iS PLAN NO. SHT• 6 OF .-14_ DISTANCE VARUS $D' 03W OR LES% I" ANY H AJO SURFAM PLA49 9NtWER APPROVED " - RCE xXxxx - DATE FAR$) a ALONG THE TK OF HARD BlFiFAGE. Fb. 6. PLANTING TABLET SHALL BE FLACW 20 0AW BELOW PHSHEP 6RAM NEAR ROOT FOMATION A5 FOAA6 , I - TABLET PER I GAL. 074 U F 5 -TABLETS Fm 5 6AL 0.4 Q s ' 6 -TABLETS PBI, B 6AL, i5t h U RdOT 8 '4 - TABLETS PER 20 (OM BOX INSTALL ROOT 9AIWAR � � 1. MY AMD ALL DTVIATIORS FROM T" STMV" SHALL BE PANEL$ PER CURRENT S APPROVW BY TTE Ri%WATTON AID PARKS DIRECTOR, MAHlrACTWEIt'SR ANTIHX_TABLETS 6. ALL LAMMAPE €N5TA{1 A;ION SNA I BE IN At' IVANC9 WIN 514! t+}FHGAT}OH}y I (SEE NOTE 8? }w CITY 5TMDARDS, KWACTNMS WW44WAT}OK AW 5ECym 20 CP 1TE STANDAR! W MIFICATIM, Tit TREE PLANTIN2 WITH RQC)T6UARCJ A. ALL NMTMAL MW SHALL BE N64 AW FM FROM HMSERFEGTtOtTS, D. SEE API3i 4V W066AFEM RI6ATTON PLANS FCR WHO MOM Nis, 3119, KWAGTLiPP, AHD PMQ4GE NiER?iHa. ii, AJOtJ 2' CP D(HUB{.E CdTf YIOs:T7 G11P fHlfTtSilAL FROM GPiT^8 61 i OIASTE FACILITY OR APtROM =W- - �% PRi'VA}LIN6 --� i�1Hd7 DIREGT}aH T M 5TArM 1012M TREE TIE Va*4 OR APPROVED WORT I510AL., 2 TIES FER $TAKE. 0 11E$ AS NEEDED) ,)I r,�TAi ,�e Le7GATtON STAKE(S) (SEE NOTE L'2 AV DETAIL .d) 7RiNK GUARD 8 =0 FAR TURF MY WAAIER F6. - WATER SAM BAMMN 4.0' 8 M 4D' BERM FSS. l�� \ LR4Yrii OF Im TO BE 05' OW ABOVE F6. h�q Rl�OTB N6"TABLETS O '4 iA5 P1,Affi}N6 TABLET5 OTE i&J vn (5iE NbTE A 6) i .•. a UOISTURi3i5? SOIL I 2x YdDTN 2x W1DiH ClF RIXXf13AU, 4 aF ROOIBALL iI 9iTA1C( 1 LIL TYPICAL- SHRUB } i°LANT1Nf3 215TAIL CITY- OF BAKERSFIELDREVISIONS DETAIL FOR. TREE AND SHRUB PLANTING STANDARD. PLAN NO. • 'g$HT 10 .OFF : 4 L-- 10 APPROVED RCBkXXx7t 177; TOP OF VALVE Bax 2Y (0, 1W TEE (SST) MAIN O � EWANM LOOP _ OR EiL f5T) � � LINE N FOR ALL HRESt FINISFED 6RAM C� ,.; BE ALLOT 01LESS APPROVED BY THE RECREATION AND Z \ caNTRod. LON W}RE Rs�ILIA�NLT WIRE 1. MAINTAIN 2.0' (OhW SEPARATION BI: PM RWM (Li 5lZE? >1 • � 4c ONE VALVH: i5 tN5TA = Ni THE SAME LOCAWK TOP OF VALVE Bax 2Y (0, 1W TEE (SST) MAIN (WE N4TE M$ ON � EWANM LOOP _ OR EiL f5T) � � LINE THIS SFHEET FOR ALL HRESt FINISFED 6RAM BY THE WMATION AND PARKS 17RMTM "SPUCE5 WILL NOT ,.; BE ALLOT 01LESS APPROVED BY THE RECREATION AND EXTRA \ caNTRod. LON W}RE Rs�ILIA�NLT WIRE 1. MAINTAIN 2.0' (OhW SEPARATION BI: PM RWM (Li 5lZE? >1 • � 4c ONE VALVH: i5 tN5TA = Ni THE SAME LOCAWK FEMALE AD VIRE � SCEEDt>LE 80 ..--'''� i�V4 - 4,7 (a, PAST NIPPLE ,ti AND LIDS DELON MUST BE APPROVEIP BY THE F CIEAT ION AMID PARKS DiREGTOR ELL (TT) SIMILE VALVES, NDS PRO SERIES 14'X14" D CORRiJBATW VALVE BOX NTH WLT 0001 CDvem . ADD THREADED UNION y PL UMSIW GODS, MANAACIAMS REC4101NENMATI04 SECTION 20 OF THE STANDAW 91'WIFICATIONS,NND A5 TD{RECTW BY THE RVMTIOH AND PAWS DIRELTOR, rpm SEE DETAIL 'W' (PLAN VIEN 15 FGR VALVE NIPPLE (TAT) THIS.SHEET INSTALLATION - DETAIL V) LINEN " MAIN VIEW LINE LiNE (1At) PLAN �-' OPERATE VALVES. (0E COLOR FOR ALL VALVE Me 4 ONE COLOR FOR SPECIFIC MOM NA4SM, SIZE, QUANTITY, MANUFACTURERS FOR ALL EXTRA AM) IMMOTZ, CIQ T -( f � ' ALNZ 5: ALL 1RW6ATION CONTROL HW (CONTROL AND WMI" %HALL BE 4 6AIM UL. SIAX9 STRA60 COPPBRONZ TAPED *0 MOLBT AT 10 U3kW INTERVALS ANP. PLA W NEAR THE NtNT£5s fT#TI6AT10N MAI LIE AT TIE $ O'CLOCK t' MITM 51 E GiTY STAtiQARDS 5k7 L-2. 1. USE TEFLON ON ALL TWZAMD .DIMS, 6. ALL VIRE COWTiONS %4a BE NATE WFMF ATS'? APPROVED BY THE WMATION AND PARKS 17RMTM "SPUCE5 WILL NOT 21ALL NIPPLES SHALL BE-SCftf33SA.E $0 PJC,. ,ALL R'MN% BE ALLOT 01LESS APPROVED BY THE RECREATION AND SHAiJ. BE %W"" 40 PV4. FAW,5 DIREC,TOR THE APPRA' W SPLM W147 P.EOUiRE THE ttSE OFA SPLICE BOX< 5, ALL MWAVOR C*MWL VALVES SHALL, BE PLA= IN A tl7 M -M IRWSATION LONTRAI.. VALVE BOX WITH YALVE ID TAG, THE Top OF 1. MAINTAIN 2.0' (OhW SEPARATION BI: PM RWM TIE VALVE BOX SHALL BE 2& 0*m4 ISMON FIND GRAM IN TURF CONTROL VALVES (CENTBtLHHE TO CENTERIM VM MOM 'THAN AND 20 Ii3F7OW ABOVE PINi5HIV SRAM IN PLARM AREA. TEE ONE VALVH: i5 tN5TA = Ni THE SAME LOCAWK RDLASTIC Ft'X.LON}N6 VALVE BOXES AND LOS OR APPROYM EXAL KST BE ABLE TO RMACE VALVE,WIT04 4077M ARE DI W AM&CABLE, AW M)AATION FOR THE AMEMW 00*5 tHLR16A11ON WNE4 OR MOVINS, WX AND LIDS DELON MUST BE APPROVEIP BY THE F CIEAT ION AMID PARKS DiREGTOR 6 Mn PO99181E, LOCATE VALVES IN THE MAIM AREAS SIMILE VALVES, NDS PRO SERIES 14'X14" q. ALL IRRIGATION INSTALI.ATIM IALL.EE IN ACCORDANCE WITH CORRiJBATW VALVE BOX NTH WLT 0001 CDvem . CITY STANDAIRK THE LATEST APPROVED EDITION OF THE LNIFOW 4TLHICK c0L Lm% Nm PRO am1Es to, GORRL AT9S9 VALVE B0X WITH 80LT N?0NH4 G0V!~Ft. PL UMSIW GODS, MANAACIAMS REC4101NENMATI04 SECTION 20 OF THE STANDAW 91'WIFICATIONS,NND A5 TD{RECTW BY THE RVMTIOH AND PAWS DIRELTOR, "RE PULL T50Xr NOS PRO CIES TS X20' JA4130 RWTANS AR 'VALVE WX MTH DOLT POM C<AMR. 10• ALL MATERIALS USED SHALL BE NEW RV FREE FROM T OTS. 4: INSTALLATION OF -EXTRA IRRIGATION C04M WIRE FROM Hi, MY AND ALL GAANSES S OLL BE AFPRM BY THE RECREATION IMOATtON CONTROL CLOCK TO REMOTE CONTROL VALVE 15 AND PARKS DIEGTOR PRIOR TO IMPL TAT[OK REQUIRED FOR EACH KAMM= (B h4U OF VALVES). EXTRA WHRE SHALL BE A DIFF! LOI.OR THAN THE ONE USED TO 12. SEE AFPRMW LoOt%APIVIRRSATION PLANS AND LEs M OPERATE VALVES. (0E COLOR FOR ALL VALVE Me 4 ONE COLOR FOR SPECIFIC MOM NA4SM, SIZE, QUANTITY, MANUFACTURERS FOR ALL EXTRA AM) AND P150 RMAWE NiEC>IIi� CITY OF BAKERSFIELD REVISIONS DETAILS FOR REMOTE CONTROL VALVES STANDARD PLAN NO. SHT• 6 OF .-14_ L--6 APPROVED " - RCE xXxxx - DATE M' uW .M OR ImKm 12.r MIK _ _.. wirr>iii'rwrwrrrrrrwrr�rw�ti�ea�i�;wswiuMari • �sMsr�irtsr�i"irE�aMr�r;,y�i ,sir•-._ u�ii ` fly ,��11lrfiNIMiMMIMIf� � IilAO fMfk M fffiriYl(11ffMI,W+Iif '� * ���, .�� ■ffif,r,'S11�kfIff WIMIl ���� fIMlIM1MR i1M1Wf1 Mfk1MFAC k1MMSMf�INIlIfM11MfIMllf ��l.� �WIwM)f ]I�MM�iMEMrlF3llIlMM11tR+M11[11iWi1111WWM111i7IlYYY.ii! �1fi1�1➢I�giklilE Y� ,,.,._,_„�,_„_,,..,,_,_�•'. ......._,.,....._......._- ,�.,,,:..�., 'HARD-50WAGir TRI-ATMEI,4Tf DENOTES 50% MIN, PLANTER AREA ACCEPTABLE 't 1AF�Ii '75% MAX, PLANTER AREA SLRP`AG1r TREi4TMl;NT AS APPfWVETD BY RECREATION AN17 PARKS IIIREGT9R 1. A IN MIN. BORDER OF HMO VffAmTREATMENT 15 fWIRW AD,HAGEIti• TD THE BACK OF CURB TH OUSIM ZOW B. 2. Y RE t•IiM IS LESS THAN 123- MEMAW f" IL TO HL (W H3,AtM KPW HARD SURFACE TREATHW ONLY REL1iRM 5. HARD SURFAM TTE MEM ONLY 14i15T' M INSTALLW NO THE HNIKH NDTN.DOES NOT"OGC.UK WR.Sa COtamve IMT: 4, NO SRO WILL BE ALLOM IN PLANTER AREA WITHOUT MOR ANAL or RZMATiON m: PARKS DImTOR'•w S. STAMPFxS GONNA TE INSTALLATION SHAIi BE TO' 1,MTTE' 5PECIFIGATION S.OR ARV0vW HAL: . 8. 'SPRAY LEAD' TYT'E IRRIGATION R9QWR96 THE 15' HARD' SURFACE TREATMENT A:f)NI6 THE PERIME M OF THE PLANT TO BE INWARD TOWARIJ THE PLANTER AT 2%. 1. 101T TYPE iRR}BATIOR 16.#S{G RA,r�t3. HOMYER 14 HIM "SrAMT IL GRADES E!(cM 2%PAL4, *SPRAY HEAD' TYPE iN�FiGA aN 15 REQUIRED: 8. ' FWINOR OTt•E:Ti.HAIM SURPACN: TREAiM�IT SHALL ISE i>MER KM M CDN9UI-TAMON HIM THE RECREATION AND q. � q}� OF APED LAN BE 15 IMITiSD TD RECTANGULAR ORALLf;iRGRSGOiE{GLT� AS L�CCSNiAAR iii Cf 6NRlahAN? iRRd6ATtON AfrHiLYI. tD. INSTALL N RAMP AT ALL MB7lAN BREAKS.fPREPERABLY AT LETT TT)Wi POGKE'(5 AGJAG�IP TO LAWN AREAS) 11..GOMPAr;T 05`{tSCATMRi BASE Ta 4a%. REL ATIYE DENSITY BPOW Al L HLgRDSGAH E, 12, MOW RAMP REflWRED AU. F aF N4E[tdAN5. (2 MOW RAd4P5 PfSt t51AND) V4'*PM r r VV. Pr )As' Pae 17 VWFm f r i3• 13' L„1�2-ems SQ:MON A -A 5L TIQN B -B GTIOI+t C -O MOW RAMP NO PL-ANTiR PLANTER :4 TURr- ARIA CITY OF .BAKERS. IELI) REVISIONS DETAIL FOR LANDSCAPE LIMITS WITHINMEDIANS STANDARD PLAN NO, SHT ...I2.,,,, OF _M4_ APPROV$$ RCE XXXX:fC DATE L-12 QRpFESS/0 REGI TERED Cl VI L EN INFER LJ m C 78966 * Exp. 3-31-14 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE q�F C1V iL p�� BAKERSFIELD, CA 93301 OF CAt REVISIONS No. DA TE DESCRIP TION S 1 ( / / QUICK COUPLER VA VES SHALL BE TtAINBI D LVC LOCHtINT� VINYL, COVER} 1'+�KEY PIR EACH VALVE OR APPROVED EQUAL BY CITY ENGINEEk ASPHALT" {:TING. SURE FW GP" - a LSE LAWN ARE W8 AREA S„ F+7xsC w � I V NIPPLE(T7) w s 0i.40 ��•°.•Vr 1.s0 m ° V.C.tTri SCH.so P\(C. PRESSLW &WE V1 QUICK COUPLER VA%VE I STANDARD DETAILS � File Nam@2_ T2K239_DES/GN Drawn: DP ClT Y OF SA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K239 & T2K244 Engineer. BM LANDSCAPE IMPROVEMENTS TO EX/ST/NG MEDIAN ISLANDS -PHA SE 2 �J Date:- 3/4/93 Checked8y., OLIVE DRIVE AT CALLOWAY DRIVE AND CALLOWAY DRIVE AT MEACHAM ROAD AND RETAIL DR SHEET NO. 10 OF 12 0 1 2 3 W O O N CITY OF BAKERSFIELD, CALIFORNIA MEDIAN WIDTH VARIES SEE PLAN ADJUST TOP OF SURVEY MONUMENT ENCASEMENT LEVEL WITH TOP OF CONCRETE MOW STRIP. SEE STD. DETAIL ST -21. EXISTING r— FINISH GROUND PAVEMENT—TYP. EXISTING MOW STRIP—TYP. a _ MONUMENT Sawcut / .. a old .'a$: ° 'a 4: J41' Oft .ad ..� •tee .. • . EXISTING MEDIAN CURB—TYP.—\ 1Z It P"La �II��itrr�irridill �" 1 �Ilt'�'a '--REMOVE & REPLACE EXISTING MONUMENT ENCASEMENT AS REQUIRED. USTMENT DETAIL NOT TO SCALE aass 'A' Portland Cement Concrete. Color and finish to match adjacent pavement. �- Existing /- Portland Cement a / Concrete Select Material (if required) Ashpoltic Paint BinderSawcut Ashpaltic Point NEW TREE PER PLANS MEDIAN DTH VARIES ...................... Concrete Pavement Asphalt Concrete SEIEPN f2 0.3m 0 0 0 0 0 Tjpxaat each sole PLAN NG AREA NOTES• Class Ii Aggregate Base 1. Aff waninmsrnp aid nxd*Ws shall conform : 0 0 0 0 0 FIELD VERIFY I� I� Stafe of Cdifamfq Ogpafinent SEE DETAIL 3 ofof T�� spatatiorn; gnproved amavt eddarn. I�T I PATCH �° of sehzct "' if M" shah be /N FOR HARDSCAPING f`F defamriiekr dhe field by Me anyhoon. ( NEW TURF AREA 4. Patches fess dean 20"(04n) hicm axb* pafdrea, edges be 0.4'(0.1m) Ashpolt Concrete Surfacing of po}r wt or gaffe' slid' extended to bdude a isdatad sfi�p Asphaltic Paint Binder antdemedafa of easdng Existing rood mixed surfocurg EXISTING 5 Minimaam patch width shad be 20' (0.6m) ib anai/est drmensdan, mess oil arose mom bat y 0C3)0. 0 0 the dfy engive: MEDIAN CURB—TYP. EXISTING MOW 6. /Pefenvree standads ST -13 and ST -14 for wn poc&kn regvienhents. STRIP—TYP. 7. For Leh kr asphalt werete un/ese odnerwfse dloved by the city engknao: A iacd *eets mnknum 04' (0.1m) asplhatt BWW EXISTING AC PATCH /N ROAD MIXED SURFACE mfikinAm °*vt co"rete over 10 (a,lm) aass N aggregate baso PAVING—TYP. / / \ IMPORTED SELECT MATERIAL r COMPACTED TO 8596 ` — EXISTING SUBGRADE NOTE: 1. SEE STANDARD LANDSCAPING DETAILS FOR OTHER PLANTING INFORMATION. ri'N SECTION AT MEDIAN 7 7 NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA MEDIAN WIDTH VARIES SEE PLAN ADJUST TOP OF SURVEY MONUMENT ENCASEMENT LEVEL WITH TOP OF CONCRETE MOW STRIP. SEE STD. DETAIL ST -21. EXISTING r— FINISH GROUND PAVEMENT—TYP. EXISTING MOW STRIP—TYP. a _ MONUMENT Sawcut / .. a old .'a$: ° 'a 4: J41' Oft .ad ..� •tee .. • . EXISTING MEDIAN CURB—TYP.—\ 1Z It P"La �II��itrr�irridill �" 1 �Ilt'�'a '--REMOVE & REPLACE EXISTING MONUMENT ENCASEMENT AS REQUIRED. USTMENT DETAIL NOT TO SCALE aass 'A' Portland Cement Concrete. Color and finish to match adjacent pavement. �- Existing /- Portland Cement a / Concrete Select Material (if required) Ashpoltic Paint BinderSawcut Ashpaltic Point Binder Existing Ashpolt ...................... Concrete Pavement Asphalt Concrete f2 0.3m 0 0 0 0 0 Tjpxaat each sole O O 0 NOTES• Class Ii Aggregate Base 1. Aff waninmsrnp aid nxd*Ws shall conform 0 0 0 0 0 to dye re qukamwis set tardh ih the 'SbWad I� I� Stafe of Cdifamfq Ogpafinent � -- � � � ofof T�� spatatiorn; gnproved amavt eddarn. I�T 2 Sam* Mad be modeel or of rot angles to tine co nWile of be PATCH �° of sehzct "' if M" shah be /N ASPHALT CONCRETE St fRFtl f`F defamriiekr dhe field by Me anyhoon. 4. Patches fess dean 20"(04n) hicm axb* pafdrea, edges be 0.4'(0.1m) Ashpolt Concrete Surfacing of po}r wt or gaffe' slid' extended to bdude a isdatad sfi�p Asphaltic Paint Binder antdemedafa of easdng Existing rood mixed surfocurg 5 Minimaam patch width shad be 20' (0.6m) ib anai/est drmensdan, mess oil arose mom bat y 0C3)0. 0 0 the dfy engive: Select Material (if required) 0 0 0 0 0 6. /Pefenvree standads ST -13 and ST -14 for wn poc&kn regvienhents. 7. For Leh kr asphalt werete un/ese odnerwfse dloved by the city engknao: A iacd *eets mnknum 04' (0.1m) asplhatt BWW ccncrate over 05' (015m) aass g agg►agate & Art" and cActor sbaets O7' 09n) PATCH /N ROAD MIXED SURFACE mfikinAm °*vt co"rete over 10 (a,lm) aass N aggregate baso File Nam@2_ T2K239_DESIGN Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T2K239 & T2K240 En gin eer: BM Date: 3/4/13 Checked By MEDIAN WIDTH VARIES SEE PLAN EXISTING CURB EXISTING CURB EXISTING NEW HARDSCAPE AREA I EXISTING OW STRI . SEE PLAN OW STRI /` T — — NEW 4" MIN. CONC. SLAB TO MATCH ADJOINING FINISH— STAMPED CONC. AT MEDIANS 'A', 'B', & 'C' EXPOSED AGGREGATE FIN. AT MEDIAN 'D' EXISTING AC PAVING o i TYPICAL I i --__T1 EXISTING CULVERIJ \--EXISTING NATIVE MATERIAL WHERE OCCURS COMPACTED TO 90% 3 SECTION A T HARDSCAPED AREA 7 7 J NOT TO SCALE Edge Pick Hole (Optional) -" 0.5' x 0.375' Diamond Mat, (12mm x 9mm) 0.125' Amm) Deep L 0.5' (12mm) Hole I 0.75' (20mm) Letters 0.125' (3mm) High Ias a am 20' '••OJT - 4� 41 L Top of `. . •.v� • , s Building paper or Monument .3` Plastic In pints Pipe Casing, 2.0' (0.6m) Square Concrete Pod SECTION THRU MONUMENT ow NO TES. 1. Al work shill conform to the applicable sections of the specifications entided 'Standard Specifications, State of Cdifomia, Department of Transportation, opvtowd current edit/a, and the following generd notes 2. Castings shall conform to the provisions of the specffications for grey -iron castings, send designation ASTM.• A48, class no. JOB J. A# frames and cows shall be tough, grey cast yon, free from warp4 cracks, swills, and cold sheet and shall have a workmanlike finish. Id. fie seats of frames and beorskig faces of die covers shill be machined for a smooth, non-rodrdng fit between the two castings 5 Casting shall be thoroughly denied and dpped twice kr a Concave depression for prepom5m of asphalt or cod tar and al applied at 300° F Surveying purposes. to form a jam and tenacious sed. 6. Concrete Adl contain no additives unless prior written approval IS obtained from the arty Engkreer. 7. Concrete shall be cured with a white pigmented curing compound comat)fing with section 90-7.O1B of the Standard Specifications & The surface shall be fobbed to grade; troweled smooth, and given a light broom Alsh. 9. All concrete used shall be Class 'A' =--a• 1112S' (14 10. The name of the manufacturing company shall be on the underside of the cover. Disk and Stem to be 11. Pipe casing shill be 10' (U%n) L9. steel, A.B.S, or as cast together of Bronze directed by the City Engineer. "LoWn sr-2ev IStamp Disk with R.C.E. or L.S. Number. 20' ,SECnav A -A Fm I Disk shall be Leitz No. 8134-13 or approved equal 0.438' x 2.0' Shank :3 (11mm x 50mm) REGI FRED CIVIL E QROF ESS / pN� ABeRL o3..oy-20 m NEER � C 78966 � * Exp. 3-31-14 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CA1-�F REVISIONS NO. DA TE DESCR/P TION 471 / / J . r ..,., ,��� 5,-z, STANDARD DAME HEAD DISK DETAIL CALIFORNIA IPUSUC WORKS DEPARTMENT DETAILS LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 OLIVE DRIVE AT CALLOWAY DRIVE AND CALLOWAY DRIVE AT MEACHAM ROAD AND RETAIL DR 0 1 plla SHEET N0. 17 OF 72 2 3 FGUTTER CENTER- STREET ,4K OF 12" lrfE7fs'8tix-(5 FG13N7rNE Sfl?CwALK TABLE BELOW) PRE TRENCH RIGHT OF- WAY ,' 4 : as c� z ��� SEE PLAN 2. -TYPICAL_ � � a . P' "a� � �� Rct � f i 4t1 Kll/& PIPE (INSTALLED BY u� 0r�rs)4,� C1f9 ��4� ANGLE METER ST METER TO Br SET TEE r w.........`�'rn z ` - NO. i 2 E E31tR BY Cl TY. - SHORT SIDE NA77W OAGX'FILL COMPACiE(1 TO .92 1�2' ELL � 4���� LONG SIDE' 4 9OX RELA77W AT MAXIMUM DRY r wt a MArN ,� 4, - DENSrlk; EXCEPT.AS,MODiFrED By +4 REBA 2D0. 4th1M SPECIAL PROVISION. R w 959 WHCN IN STREET RIW CL :E METALLIC PIPE IDENRFIER "TAPE: � �jf4" TO 2" 7tf131NG .. .•�+'- -'' aaz (AS SPECIFIED) ANGLE METER STOP VAL VE ANCHOR `t �+ 314. TO 2" 950 H A77W DeNsiCOMPACTED ic1 DOUBLE S77iAP SERVICE T"UBfNG* (AS &fidELATTVE DENSITY STEEL INSERT SADDLE, BRONZE OR S�'ECfRfEfJ) E MALABLE IRON W7H CQRPOi?A7701V TRENCH ZONE "OOMPACTED Td ° � 4 STOP b STAINLESS STEEL STRAPS 0 Lrs �c�uv sAL�c 85 MIN, REL AiI#tE QENSITY. 9f ' EC.L _ FOR AP OV E: CROSS ExcAUATE rd CLEAR":lar>aE BELL ** � " REDUCER +,, ,^ � �7T/BfNG SHALL BE COPPER !N Mild OWN PIPE' O.D. 12""--24" 42" MINIMUM FOR 12" DIAMETERMAINS & S"ALLER 48' MINIMUM ;-CR LARGER IHAN 1'2 DIAMETER PIPE **6" MINIMUM F'01? MAINS LESS THAN' 1,Z" 0IAME7rl? I2" MINIMUM FOR MAINS 12" 01AMETER"AND GREATER NOTES" +! A, 4 VALYUN, FITTINGS, AND DIRECTIONAL CHANGES ARE TO BE IIELD IN PLACE 1) WATER MAIN SHALL BE LOCATED 2'FROM RICHT-OF-VIA Y #{MIEN F'OS1048LE BY CONCRETE' nfRUSTS BLOCKS, .2) BEARING AREAS INDICATED ARE BASED ON ALLOWA&E :SOIL PRESSURE. IIF :1509 PSF. 2) IN PAVED AREA MINIMUM CODER SHALL BE MEASURE!? FROM LOWEST GUTTER FLOWLINE GRADE 3) CONCRETE- IS NOT TO BEAR AGAINST PIPE. THRUST BLOCK TO ONLY AE IN CONTACT WITH PlTnNQ 3) IN PAVED AREAS, SPECIFICATIONS rOR STREEET STRUCTURAL SECTION, .OR PAVEMENT PATCHING SPECIFICATION" SHALL SUPERCEDE 6ACKFTLL AND 4) THRUST BLOCK$ SHALL �E P11UREp"AGAINST UNDISTURBED sOlt. COMPACTION STATED. 5} Jmrs SHALL BE KEPT CLEAR OF _CONCRET .THRUST BLOCK SCHEDULE A BACKFLOW PRDIECTION DEVICE MA " D F CONNECTION AS 5 YBL REt2UIRE "OR ANY sEtt�ICE CITY OF F3AKEf�tFlFLI� CALIFORNIA tNA.i"Eft R�:aC3�i.F2C15 DEPARTMENT m... REARING AREA IN SQUARE FEET -;FT—LJ. STANDARD PIPE TRENCH PrPE SIZE TEE DR 9D LL 22 112' ELL PLUG CROSS VALt 8 3 .4 2 2 1,5 A. D" 6 5 74 2 _....• J. 0 EA, 55 10 8 11 6 3 4.5 EA. 9,0 1 I1 16 8 4 8.5 EA. 13.0 16 18 23 I3 i O EA, 16:D +! A, 4 VALYUN, FITTINGS, AND DIRECTIONAL CHANGES ARE TO BE IIELD IN PLACE 1) WATER MAIN SHALL BE LOCATED 2'FROM RICHT-OF-VIA Y #{MIEN F'OS1048LE BY CONCRETE' nfRUSTS BLOCKS, .2) BEARING AREAS INDICATED ARE BASED ON ALLOWA&E :SOIL PRESSURE. IIF :1509 PSF. 2) IN PAVED AREA MINIMUM CODER SHALL BE MEASURE!? FROM LOWEST GUTTER FLOWLINE GRADE 3) CONCRETE- IS NOT TO BEAR AGAINST PIPE. THRUST BLOCK TO ONLY AE IN CONTACT WITH PlTnNQ 3) IN PAVED AREAS, SPECIFICATIONS rOR STREEET STRUCTURAL SECTION, .OR PAVEMENT PATCHING SPECIFICATION" SHALL SUPERCEDE 6ACKFTLL AND 4) THRUST BLOCK$ SHALL �E P11UREp"AGAINST UNDISTURBED sOlt. COMPACTION STATED. 5} Jmrs SHALL BE KEPT CLEAR OF _CONCRET ACCORDANCE' w1SPrCIncATIONS"�// OR PCL YE•.7T fYLENE TUBING LONG SIDE' SERV7C�' PE 3408, PC 200, PR 5. SHORT SIDE SERVICE �v . A BACKFLOW PRDIECTION DEVICE MA " D F CONNECTION AS 5 YBL REt2UIRE "OR ANY sEtt�ICE CITY OF F3AKEf�tFlFLI� CALIFORNIA tNA.i"Eft R�:aC3�i.F2C15 DEPARTMENT m... DETERMINED BY #PATER RESOURCES STANDARD PIPE TRENCH CITY OF BAKERSFIELD, CALIFORNIA; WATER RESOURCES t��'FAI�iMEN•C CITY OF BAKERSFIELD, CALIFORNIA WATER WATER RESOURCES DEPARTMENT OF BAKERSFIELD, . x `a CL .... PLATE Na. . APPR©V£D; PIPE BORE & CASING DETAIL STANDARD SERVICE, CONNECTION - 3/4" TO 2" b � r2 z17=CHRISrY.CONCRETE PRODUCTS ' PPuDUCTS or EQUAL OuAury ni F*ARTME hIT DATE REV< t-� -i?9 ci — 8 REV. 1 9-09 v V� MAY BE SuButrr D 1Yr•Im 4 0 f 4 pp 1 112" AND 2" 17.1%4"x30" CHRISTY CONCRETE APPROVED BY TRE WATER RESAURCE DEPT; ct PRODUCTS INC, - NO. Q- J6. UM ACCORDANCE' w1SPrCIncATIONS"�// OR PCL YE•.7T fYLENE TUBING LONG SIDE' SERV7C�' PE 3408, PC 200, PR 5. SHORT SIDE SERVICE �v . ' tl 1 THE LONG SIDE SERVICE FOR A 314""ME7ER SHALL D,- 1". TUBING ANDA 1" TOT19" ANGLE" METER STOP, ALL 314" TO 2" SHORT SIDE SERNCES SHALL BE OF COPPER TUBING 2. ALL OTHER SERVICE SIZES SHALL INCORPORATE LIKE SIZES FOR CORPORARON STOPS 1USIN4a ANGLE METER STOPS, AND ME'TER,, r,e:, A 1-112" SHORT OR LONG SERVICE SHALL CONSIST OF TURING 1-112" METER STOI: AND 1-11?" METER (TD at INSTALLED BY gTriEf25}. 3 i ALL PE PLASTrC PIPE SHALL BE IRON PIPE SIZE AND REQUIRES NO, 12 AWG SOLID COPPER WRE INSULATED ('TYPE OR THHN) TAPED TO PIPE AT LOCATIONS SHOWN AND EXTENDED INTO METER a BOX, DP NOT TOUCH WRE TO 0THER METAL FlTTTNGS ALL POLY TUBING SHALL BE IRON PIPE SIZE: 4. CONCRETE METER BOXES 0,SQU/RED WEN SERVICE IS LOCATED /N ^01 W WATER RESOURCES QEPARTMENT A BACKFLOW PRDIECTION DEVICE MA " D F CONNECTION AS 5 YBL REt2UIRE "OR ANY sEtt�ICE CITY OF F3AKEf�tFlFLI� CALIFORNIA tNA.i"Eft R�:aC3�i.F2C15 DEPARTMENT m... DETERMINED BY #PATER RESOURCES STANDARD PIPE TRENCH CITY OF BAKERSFIELD, CALIFORNIA; WATER RESOURCES t��'FAI�iMEN•C CITY OF BAKERSFIELD, CALIFORNIA WATER WATER RESOURCES DEPARTMENT OF BAKERSFIELD, . x `a _ _...... . CALIFORNIA .... PLATE Na. . APPR©V£D; PIPE BORE & CASING DETAIL STANDARD SERVICE, CONNECTION - 3/4" TO 2" MAniA ER - WAT£#2 RESQl3 CES d6PARTtit£NT CC1£ REV. 1 b5 J14" AND 1 r2 z17=CHRISrY.CONCRETE PRODUCTS ' PPuDUCTS or EQUAL OuAury ni F*ARTME hIT DATE REV< t-� -i?9 ci — 8 REV. 1 9-09 MANAGER WATER RESOURCES DEPA TMEP T A E REV. 0 R p9 INC - NO, 6--12. MAY BE SuButrr D 1Yr•Im 4 0 1 112" AND 2" 17.1%4"x30" CHRISTY CONCRETE APPROVED BY TRE WATER RESAURCE DEPT; ct PRODUCTS INC, - NO. Q- J6. UM ' tl 1 THE LONG SIDE SERVICE FOR A 314""ME7ER SHALL D,- 1". TUBING ANDA 1" TOT19" ANGLE" METER STOP, ALL 314" TO 2" SHORT SIDE SERNCES SHALL BE OF COPPER TUBING 2. ALL OTHER SERVICE SIZES SHALL INCORPORATE LIKE SIZES FOR CORPORARON STOPS 1USIN4a ANGLE METER STOPS, AND ME'TER,, r,e:, A 1-112" SHORT OR LONG SERVICE SHALL CONSIST OF TURING 1-112" METER STOI: AND 1-11?" METER (TD at INSTALLED BY gTriEf25}. 3 i ALL PE PLASTrC PIPE SHALL BE IRON PIPE SIZE AND REQUIRES NO, 12 AWG SOLID COPPER WRE INSULATED ('TYPE OR THHN) TAPED TO PIPE AT LOCATIONS SHOWN AND EXTENDED INTO METER a BOX, DP NOT TOUCH WRE TO 0THER METAL FlTTTNGS ALL POLY TUBING SHALL BE IRON PIPE SIZE: 4. CONCRETE METER BOXES 0,SQU/RED WEN SERVICE IS LOCATED /N ^01 W WATER RESOURCES QEPARTMENT A BACKFLOW PRDIECTION DEVICE MA " D F CONNECTION AS 5 YBL REt2UIRE "OR ANY sEtt�ICE CITY OF F3AKEf�tFlFLI� CALIFORNIA tNA.i"Eft R�:aC3�i.F2C15 DEPARTMENT m... DETERMINED BY #PATER RESOURCES STANDARD PIPE TRENCH CITY OF BAKERSFIELD, CALIFORNIA; WATER RESOURCES t��'FAI�iMEN•C CITY OF BAKERSFIELD, CALIFORNIA WATER WATER RESOURCES DEPARTMENT OF BAKERSFIELD, . THRUST BLOCK DETAIL _ _...... . CALIFORNIA .... PLATE Na. . APPR©V£D; PIPE BORE & CASING DETAIL STANDARD SERVICE, CONNECTION - 3/4" TO 2" MAniA ER - WAT£#2 RESQl3 CES d6PARTtit£NT CC1£ REV. 1 b5 PLATE No, ✓G"IY"'°"' MANAGER - WA1£R R£S3URD APPROVED: PLATE No,. APPROVED: d__._ V PLATE Na, ni F*ARTME hIT DATE REV< t-� -i?9 MAN GER - WATER RE80URC S d£PARTM£NT dAT — 8 REV. 1 9-09 MANAGER WATER RESOURCES DEPA TMEP T A E REV. 0 R p9 CITY OF BAKERSIFIELD, e-% AL IFORNIA PUBLIC WORKS DEPARTMENT File Nam@2_ T2K239_DES/GN Drawn: DP Job No.: T2K239 & T2K240 Engineer.- BM Date: 3/4/13 Checked By QROF ESS REGI TERED Cl VIL ENGINEER C 78966 * Exp.3-31-14 CITY OF BAKERSFIELD 1509 TRUXTUN A VENUE _y O/W BAKERSFIELD, CA 93301 CN - REVISIONS No. I DATE I DESCRIPTION STANDARD DETAILS �. S -OSS V LANDSCAPE IMPROVEMENTS TO EXIST/NG MED/AN ISLANDS PHASE 2SHEET N0. OLIVA DR/VE AT GALLOWAY DRIVE AND GALLOWAY OR/VE AT MEACHAM ROAD AND RETAIL OR 12 of 72 4' e a 3 "2 1 co M I Z C� rn 0 NN �N- J a rn Y N H CALLOWAY DRIVEX0'2 ' CiPM 3/4" .IL CAP END OF IRRIGATIDN MAIN LINE BUBBLER 7 VALVE �— SEE DETAIL A' BELOW FOR WATER & ELECTRICAL POINT OF COVNEC77ON AT PARKWAY IRRIGATION PLAN Now, ti H SCALE. l`_-10' M V) Z Win T W I IpOF ESS I LAWN HEAD 0 INSTALL 3 EXTRA 1RRIGAWN CONTROL WIRES VALVE IZ 1/2" 1/2" 3/4" 1" 11/4" '--- --- —3/4" —__ H ? 1 r 3/4" 3/4" I 1/2"-- / 11 -------------- ---------- - ___/ - ------------------� - + 1 32+00 EXISTING MEDIAN ISLAND IZ %2" 33+00 DCV _--- ------ — --- --- —1/2"— --- --- =3/4"—===____ - m 1/2" 3/4" 33+00- - - -C•II, - olLf -- -OIL-- . --11LTREID 1 GAAON MAIN UNE _ l i 01) T 7 410 PVC CONO IT T T i CONTROL WIRES --__—__—_— _— 1 UIT +1� M � EXISTING STAMPED CONCRETE ' 410 PVC CONDUIT I 3/4" .IL CAP END OF IRRIGATIDN MAIN LINE BUBBLER 7 VALVE �— SEE DETAIL A' BELOW FOR WATER & ELECTRICAL POINT OF COVNEC77ON AT PARKWAY IRRIGATION PLAN Now, ti H SCALE. l`_-10' M V) Z Win T W I IpOF ESS I 1 0 INSTALL 3 EXTRA 1RRIGAWN CONTROL WIRES "N NEW LANDSCAPING M GALLOWAY DRIVE ,�. Exp. 3-31-14 1 & ONE COMMON WIRE AT IRRIG CONTROL BOX v¢~ H ? 1 r 3/4" 3/4" I 1/2"-- £XISANG MEDIAN ISLAND 11 -------------- ---------- - ___/ - ------------------� - 34=0" 33'-0' ,j'_0• EXISTING MEDIAN ISLAND IZ %2" 33+00 f 2" 3/4" 112.-)�_- - M EXISTING STAMPED CONCRETE 3/4" .IL CAP END OF IRRIGATIDN MAIN LINE BUBBLER 7 VALVE �— SEE DETAIL A' BELOW FOR WATER & ELECTRICAL POINT OF COVNEC77ON AT PARKWAY IRRIGATION PLAN Now, ti H SCALE. l`_-10' M V) Z Win T W I � N 0 o z Z - W . 0 Y CITY OF BAKERSFIELD, CALIFORNIA LANDSCAPING PLAN MEDIAN 'E3' PUBLIC WORKS DEPARTMENT 3 DP BM i IpOF ESS I 0 1 CONSTRUCT MOW RAMP "N NEW LANDSCAPING M GALLOWAY DRIVE ,�. Exp. 3-31-14 1 PER C.O.B. STD DETAIL L-12 v¢~ H ? 1 REVISIONS No. DATE 11 I 26=0 f 34=0" 33'-0' ,j'_0• EXISTING MEDIAN ISLAND IZ 1 + 1 32+00 2287 SF 33+00- f,� I Z, _ l i 01) .- i ___ fm --__—__—_— _— ——_--__—_—_ _ —_ _ --- — — — _ _ — _ -- — _ — _ — _, _ _ __ _ _ _ _ _ _ — _— �__-- — +1� M � EXISTING STAMPED CONCRETE I I V) I GLEDITSI A TR/ACANTHOS VARIETY INERMIS z _ _ 4 - 24" BOX TREES, SINGLE TRUNK i _ T 1 1 � N 0 o z Z - W . 0 Y CITY OF BAKERSFIELD, CALIFORNIA LANDSCAPING PLAN MEDIAN 'E3' PUBLIC WORKS DEPARTMENT 3 DP BM i IRRIGATION LEGEND: 6 RAINBIRD 1806 -PRS BODYHE-VAN NOZ 15',30 PSI, 180, 1.85 GA 6 • R41NBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 90, 0.92 Gf R41NBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITEAS REQUIRED. RAINS/RD RWS-8-1402 BUBBLER .5; 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE R41NBIRD 100 B 150 PRS SERIES IRRIGATION VALVE - TYPICAI R41NBIRD 44 -LRC 1"(6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW IRRIGATION MAIN LINEAS REQUIRED - MATCH EXISTING EXISTING IRRIGATION MAIN LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE �CLK� EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK CA NEW POWER PEDESTAL B METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. NEW BACKFLOW PREVENTER CALLOWAY DRIVE EXISTING SIDEWALK -EXISTING CMU WALL ,WT, Poc �_ L�n8.er ;S, L.vsAL- R9 IRRIGATION AND KEY MAP LANDSCAPING PLANS ,, f LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 CALLOWAY DRIVE SOUTH OF MEACHAM ROAD INSTALL IRRIG. MAIN UNE & CONTROL W7RE5 IN ENS&* 60 IF COMMON NEW 4'0 COMM (NOTE CONTRACTOR SHALL CONTACT REC.& PARKS DEPT. AT 326-3268 70 COORDIV CONDUIIS LOCA 770M) G - 7 I!,-- - EXISTING CURB & CUTTER -EXISTING 2'e IRRIGATION MAIN UNE= RELD VERIFY -------- Poc IRRIG POINT OF CONNECTION INSTALL NEW 2' TEE AT EXISTING IRRIG. MAIN UNE NTH 2" BALL VALVE IN NEW IRRIG. CONTROL BOX INSTALL NEW 330 LF IRRIG CONTROL WIRES 3 WIRES & 1 COMMON WIRE)) IN 11 PVC CONDUIT POC AT EXISTING IRRIGA3JON CONTROL CLOCK AT SOUTHEAST CORNER OF MEACHAM ROAD AND CALLOWAY DRIVE -FIELD VERIFY DETAIL 'A" SHEET N 4R OF 1 IpOF ESS I 0 oR N,. A&$, REGISTERED CIVIL ENGINEER C 76966 ,�. Exp. 3-31-14 CITY OF BAKERSFIELD Jr 1501 TRUXTUN AVENUE qrF cm pCi BAKERSFIELD, CA 93307 CAO1 REVISIONS No. DATE DESCRIP77ON 3/19/13 INSTALL NEW IRRIGA77ON CONDUITS & H 2 / / 3 IRRIGATION LEGEND: 6 RAINBIRD 1806 -PRS BODYHE-VAN NOZ 15',30 PSI, 180, 1.85 GA 6 • R41NBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 90, 0.92 Gf R41NBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITEAS REQUIRED. RAINS/RD RWS-8-1402 BUBBLER .5; 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE R41NBIRD 100 B 150 PRS SERIES IRRIGATION VALVE - TYPICAI R41NBIRD 44 -LRC 1"(6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW IRRIGATION MAIN LINEAS REQUIRED - MATCH EXISTING EXISTING IRRIGATION MAIN LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE �CLK� EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK CA NEW POWER PEDESTAL B METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. NEW BACKFLOW PREVENTER CALLOWAY DRIVE EXISTING SIDEWALK -EXISTING CMU WALL ,WT, Poc �_ L�n8.er ;S, L.vsAL- R9 IRRIGATION AND KEY MAP LANDSCAPING PLANS ,, f LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 CALLOWAY DRIVE SOUTH OF MEACHAM ROAD INSTALL IRRIG. MAIN UNE & CONTROL W7RE5 IN ENS&* 60 IF COMMON NEW 4'0 COMM (NOTE CONTRACTOR SHALL CONTACT REC.& PARKS DEPT. AT 326-3268 70 COORDIV CONDUIIS LOCA 770M) G - 7 I!,-- - EXISTING CURB & CUTTER -EXISTING 2'e IRRIGATION MAIN UNE= RELD VERIFY -------- Poc IRRIG POINT OF CONNECTION INSTALL NEW 2' TEE AT EXISTING IRRIG. MAIN UNE NTH 2" BALL VALVE IN NEW IRRIG. CONTROL BOX INSTALL NEW 330 LF IRRIG CONTROL WIRES 3 WIRES & 1 COMMON WIRE)) IN 11 PVC CONDUIT POC AT EXISTING IRRIGA3JON CONTROL CLOCK AT SOUTHEAST CORNER OF MEACHAM ROAD AND CALLOWAY DRIVE -FIELD VERIFY DETAIL 'A" SHEET N 4R OF 1 J L S t 0 v 21 �- -_ - - ---- -- - 1 �y �1 1/4" 1" 1" -- _ 3/4" "� N IL OIL - --OIL --moi ZOIL A 1" CAP END OF IRRIGA77ON MAIN LINE 4.0 GPM W iEE BUBBLER T ----- T VALVE i --SSE DETAIL A' BELOW FOR WATER & ELECTRICAL POINT OF CONNEC77ON AT PARKWAY lI 9RIGA TION PLAN N M. —_ H SCALE. • 1`_-10' 1 CONSTRUCT MOW RAMP NEW LANDSCAPING I PER C.O.B. SID DETAIL L-12 y 26'-0't NY A 1 Z O i +. 1 i 32+00 _ U Z --- j CALLOWAY DRIVE 2287 SF 34' 1 EXISTING MEDIAN ISLAND 1 -------- .3TL ----------------------- ---- ---- -- OIL - ---Oil-- OIL --OIL —OIL -- IL- 1 0 11 CITY OF BAKERSFIELD, CALIFORNIA GLEDITS/A TRIACANTHOS VARIETY INERMIS T 4 - 24"BOX TREES, SINGLE TRUNK LANDSCAPING PLAN MEDIAN 'B' PUBLIC WORKS DEPARTMENT +. 1 - M N >IL 1 -- ,L--- ----------�I e � 1 0 w r EXISTING STAMPED CONCRETE - -- —OIL ?gcFESSIp,Vq OR NABf�gT �yG^ REGISTERED CIVIL ENGINEER C 78966 .k Exp. 3-31-14 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE .1 CI CP��F�a BAKERSFIELD, CA 93301 REVISIONS 3/19/13 INSTALL NEW CRRIGA770AI CONDUITS & WLRES.. IRRIGATION LEGEND: e RAINSIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 180, 1.85 GPM RAINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITE AS REQUIRED. } RAINBIRD RWS-B-mw BUBBLER .5, 30 PSI, 0.50 GPM / 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE - TYPICAL R41NBIRD 44 -LRC 1 "(6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW IRRIGATION MAIN LINE AS REQUIRED -MATCH EXISTING EXISTING IRRIGATION MAIN LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE �CLK� EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK UN NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. IVEWBACKFLOWPREVENTER CALLOWAY DRIVE EVS77MG SIDEWALK fXCS77NG CMU WALL INSTALL IRRIG MAIN LINE & CONTROL WIRES IN EN5WG 60 LF COMMON NEW 4'0 CONDUIT- (NO ONDUIT (N07E CONTRACTOR SHALL CONTACT REC. & PARKS DEPT. AT 326-3268 TO COORDINATE CONDUCTS LOCA 71011.) - EXIS17NG CURB & GUTTER -BaSRNG 2'0 IRRIGATION MAIN UNC-_ _ FIELD VERIFY _ oc _ IRRIG. POINT OF CONNECRON - _-----_- --�- - INSTALL NEW 2' TEE AT EXIS77NO IRRIG. MAIN UNE WITH 2' BALL VALVE IN NEW IRRIG. CONTROL BOX INSTALL NEW 330 IF IRRIG. CONTROL WIRES ((3 WIRES & 1 COMMON WIRE IN 1'0 PVC CONDUIT 70 POC AT EXISDNG IRRIGA ON CONTROL CLOCK AT SOUTHEAST CORNER OF MEACHAM ROAD AND GALLOWAY DRIVE-RELD VERIFY DETAIL 'A" IRRIGATION AND KEYMAP LANDSCAPING PLANS LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 CALLOWAY DRIVE SOUTH OF MEACHAM ROAD SHEET N. 4R OF h CALLOWAY DRIVE\21-0i a'2 INSTALL 3 EXTRA IRRIGATION CONTROL WIRES GPM I & ONE COMMON W1R£ AT IRRIG CONTROL BOX LAWN HEAD 1" 3/4" 3/4" VALVE 1 Z 1/2'---- 1/2" 3/4" 3/4"----- 1" 1114 - '--- - --- + I f5 i 32+00 F_ j 1/2" 3/4" p - --- --------- m 1/2" 1/2" 3/4" 3/4" 1" IL— - rINSTALL RIGAAON MAIN UNEW 4'0 PVC CONDUIT INSTALL RE407E CONTROL WIRES 1 IV PVC CON IN NEW410 PVC CONDUIT •RftB-iERLR� �- -_ - - ---- -- - 1 �y �1 1/4" 1" 1" -- _ 3/4" "� N IL OIL - --OIL --moi ZOIL A 1" CAP END OF IRRIGA77ON MAIN LINE 4.0 GPM W iEE BUBBLER T ----- T VALVE i --SSE DETAIL A' BELOW FOR WATER & ELECTRICAL POINT OF CONNEC77ON AT PARKWAY lI 9RIGA TION PLAN N M. —_ H SCALE. • 1`_-10' 1 CONSTRUCT MOW RAMP NEW LANDSCAPING I PER C.O.B. SID DETAIL L-12 y 26'-0't NY A 1 Z O i +. 1 i 32+00 _ U Z --- j CALLOWAY DRIVE 2287 SF 34' 1 EXISTING MEDIAN ISLAND 1 -------- .3TL ----------------------- ---- ---- -- OIL - ---Oil-- OIL --OIL —OIL -- IL- 1 0 11 CITY OF BAKERSFIELD, CALIFORNIA GLEDITS/A TRIACANTHOS VARIETY INERMIS T 4 - 24"BOX TREES, SINGLE TRUNK LANDSCAPING PLAN MEDIAN 'B' PUBLIC WORKS DEPARTMENT +. 1 - M N >IL 1 -- ,L--- ----------�I e � 1 0 w r EXISTING STAMPED CONCRETE - -- —OIL ?gcFESSIp,Vq OR NABf�gT �yG^ REGISTERED CIVIL ENGINEER C 78966 .k Exp. 3-31-14 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE .1 CI CP��F�a BAKERSFIELD, CA 93301 REVISIONS 3/19/13 INSTALL NEW CRRIGA770AI CONDUITS & WLRES.. IRRIGATION LEGEND: e RAINSIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 180, 1.85 GPM RAINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITE AS REQUIRED. } RAINBIRD RWS-B-mw BUBBLER .5, 30 PSI, 0.50 GPM / 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE - TYPICAL R41NBIRD 44 -LRC 1 "(6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW IRRIGATION MAIN LINE AS REQUIRED -MATCH EXISTING EXISTING IRRIGATION MAIN LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE �CLK� EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK UN NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. IVEWBACKFLOWPREVENTER CALLOWAY DRIVE EVS77MG SIDEWALK fXCS77NG CMU WALL INSTALL IRRIG MAIN LINE & CONTROL WIRES IN EN5WG 60 LF COMMON NEW 4'0 CONDUIT- (NO ONDUIT (N07E CONTRACTOR SHALL CONTACT REC. & PARKS DEPT. AT 326-3268 TO COORDINATE CONDUCTS LOCA 71011.) - EXIS17NG CURB & GUTTER -BaSRNG 2'0 IRRIGATION MAIN UNC-_ _ FIELD VERIFY _ oc _ IRRIG. POINT OF CONNECRON - _-----_- --�- - INSTALL NEW 2' TEE AT EXIS77NO IRRIG. MAIN UNE WITH 2' BALL VALVE IN NEW IRRIG. CONTROL BOX INSTALL NEW 330 IF IRRIG. CONTROL WIRES ((3 WIRES & 1 COMMON WIRE IN 1'0 PVC CONDUIT 70 POC AT EXISDNG IRRIGA ON CONTROL CLOCK AT SOUTHEAST CORNER OF MEACHAM ROAD AND GALLOWAY DRIVE-RELD VERIFY DETAIL 'A" IRRIGATION AND KEYMAP LANDSCAPING PLANS LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 CALLOWAY DRIVE SOUTH OF MEACHAM ROAD SHEET N. 4R OF h INSTALL 3 EXTRA IRRIGATION CONTROL WIRES & ONE COMMON W1R£ AT IRRIG CONTROL BOX 1" 3/4" 3/4" I 1/2" 1/2" 1 EXISTING MEDIAN !BLAND ----- -1"---- ____1 - - - M EXISTING STAMPED CONCRETE �- -_ - - ---- -- - 1 �y �1 1/4" 1" 1" -- _ 3/4" "� N IL OIL - --OIL --moi ZOIL A 1" CAP END OF IRRIGA77ON MAIN LINE 4.0 GPM W iEE BUBBLER T ----- T VALVE i --SSE DETAIL A' BELOW FOR WATER & ELECTRICAL POINT OF CONNEC77ON AT PARKWAY lI 9RIGA TION PLAN N M. —_ H SCALE. • 1`_-10' 1 CONSTRUCT MOW RAMP NEW LANDSCAPING I PER C.O.B. SID DETAIL L-12 y 26'-0't NY A 1 Z O i +. 1 i 32+00 _ U Z --- j CALLOWAY DRIVE 2287 SF 34' 1 EXISTING MEDIAN ISLAND 1 -------- .3TL ----------------------- ---- ---- -- OIL - ---Oil-- OIL --OIL —OIL -- IL- 1 0 11 CITY OF BAKERSFIELD, CALIFORNIA GLEDITS/A TRIACANTHOS VARIETY INERMIS T 4 - 24"BOX TREES, SINGLE TRUNK LANDSCAPING PLAN MEDIAN 'B' PUBLIC WORKS DEPARTMENT +. 1 - M N >IL 1 -- ,L--- ----------�I e � 1 0 w r EXISTING STAMPED CONCRETE - -- —OIL ?gcFESSIp,Vq OR NABf�gT �yG^ REGISTERED CIVIL ENGINEER C 78966 .k Exp. 3-31-14 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE .1 CI CP��F�a BAKERSFIELD, CA 93301 REVISIONS 3/19/13 INSTALL NEW CRRIGA770AI CONDUITS & WLRES.. IRRIGATION LEGEND: e RAINSIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 180, 1.85 GPM RAINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITE AS REQUIRED. } RAINBIRD RWS-B-mw BUBBLER .5, 30 PSI, 0.50 GPM / 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE - TYPICAL R41NBIRD 44 -LRC 1 "(6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW IRRIGATION MAIN LINE AS REQUIRED -MATCH EXISTING EXISTING IRRIGATION MAIN LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE �CLK� EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK UN NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. IVEWBACKFLOWPREVENTER CALLOWAY DRIVE EVS77MG SIDEWALK fXCS77NG CMU WALL INSTALL IRRIG MAIN LINE & CONTROL WIRES IN EN5WG 60 LF COMMON NEW 4'0 CONDUIT- (NO ONDUIT (N07E CONTRACTOR SHALL CONTACT REC. & PARKS DEPT. AT 326-3268 TO COORDINATE CONDUCTS LOCA 71011.) - EXIS17NG CURB & GUTTER -BaSRNG 2'0 IRRIGATION MAIN UNC-_ _ FIELD VERIFY _ oc _ IRRIG. POINT OF CONNECRON - _-----_- --�- - INSTALL NEW 2' TEE AT EXIS77NO IRRIG. MAIN UNE WITH 2' BALL VALVE IN NEW IRRIG. CONTROL BOX INSTALL NEW 330 IF IRRIG. CONTROL WIRES ((3 WIRES & 1 COMMON WIRE IN 1'0 PVC CONDUIT 70 POC AT EXISDNG IRRIGA ON CONTROL CLOCK AT SOUTHEAST CORNER OF MEACHAM ROAD AND GALLOWAY DRIVE-RELD VERIFY DETAIL 'A" IRRIGATION AND KEYMAP LANDSCAPING PLANS LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 CALLOWAY DRIVE SOUTH OF MEACHAM ROAD SHEET N. 4R OF h 3 PROXlMA7E LOCA 770A !�rll �TING CMU WALL OF FUTURE DRIVEWAY,CURB & GUTTER BY oc 0 ERS. (MOVE & REPLACE IRRIG CONTROL CLOCK EXISANG SIDEWALK j E(IS77NG IRRIGA770N LINE) c i'0 HO -------HO 0- 1+0— P EXISTING CURB & GU77ER i — CALLOWAY DRIVE & CALL -OUTS BELOW. L(TO EF}2"0 HDPE CONDUIT (7) RED, (7) BLACK, (Z) NG 210 IRRIGA77ON MAIN UNE- FIELD VERIFY E ABANDONED BY 0 ERS WHEN FUTURE TURN NE lSZ11 LLED). -- -------- ----------------- P 7URf MEDIAN CURB BY OHERS N LINE PULL TO PU LLBOX AT STAN105+74 L&WNG7A 20' RED,SV?WCE LOOP (2) IN 4-0 NEW �POLYETHYLED 2'0 LEENIE (HDPE)NSLEEVE IS77NO 210 IRRIGA7701V MAIN UNE- REID VERIFY EXISANG SIDEWALK £XlSI7NG CURB & GUTTER VALVc. VE 1 DIRECTIONAL DRILLING NOTES: V Z I. EXISTING IRRIGATION MAIN LINE 'TEES UNDER CALLOWAY' O FROM THE EAST PARKWAYAPPROX/MATELY @ STA 106+50. THIS SERVICE WILL BEABANDONED (BYOTHERS) WHEN NEW 1 LEFT TURN LANE IS CONSTRUCTED (BYOTHERS). 2. CONSTRUCT NEW POC AT STA 105+74 AS SHOWN. U+) 3. DIRECTIONAL DRILL A 410 HDPE SLEEVE TO EXTEND 2"0 Z MAINLINE WEST INTO MEDIAN. �10 4. DIRECTIONAL DRILLA 4 8 HDPE SLEEVE W/2 8 MAINLINE NORTH TO STA 109+38. DIRECTIONAL DRILLA 2 O HDPE V) Z CONDUIT W/ SPECIFIED IRRIGATION CONTROL WIRES NORTH (w TO STA 109+36. TOP OFCONDUIT/SLEEVES SHALL BE M MINIMUM OF3'BELOWFINISHED ROADWAYSURFACE. 5. DIRECTIONAL DRILL A Z 0` HDPE CONDUIT FROM 1 CONTROLLER /N WEST PARKWAY TO MEDIAN (INSTALL NEW I PULLBOX /N MEDIAN). DIRECTIONAL DRILL A 210 HDPE CONDUIT FROM MEDIAN TO EAST PARKWAY. PULL IRRIGATION CONTROL WIRES AS SPECIFIED ABOVE. 6. PROTECT -IN-PLACE EXIST/NG IRRIGATION HEADS, MAIN 1 AND LATERAL LINES; APPROXIMATE 18- DEPTH. DETAIL 'A" n GALLOWAY DRIVE 1 NEW IRRIGATION CONTROL K1RfS N 2"0 HDPE SL££Vf SEE DETAIL A' FOR NEW BORED -6 fGMA4 CIN(, T HDP£ SLEEVE TO POINr OF CONNECTION AT PARI WAY NEW 210 /RRIGARON MAIN LIN£ IN O HDPE SLEEVE QcV - - - _._.O 1 NEW POC AT STA 105+74. APPROXIMAl£ 0 1 LOCA BON = MEDIAN NOSE y , TH£RS Q F- O IRRIGATION PLA 1 �- SCALE:E: 1 =10' - -i ---0IL---0IL - 5VS7ING LANDSCAPING ' . „AP,'NG APPROXIMATE LOCATION 1 FUTURE MEDIAN NOS 1 I CITY OF BAKERSFIELD, CALIFORNIA CALLOWAY DRIVE a o_ 1 Q I � EXIS]7NG MEDIAN ISLAND `C 0 y --- -- — ------ --- 1 _ 640 SF - ----OIL—I i I' LANDSCAPING PLAN MEDIAN 'C' PUBLIC WORKS DEPARTMENT GLEVITSIA TR/ACANTh 0VARIETY INERMIS 1 - 24" BOX TREES, SINGLE TRUNK •� 1 "n 35'-0' TO NEXT TREE 1 7TT + INW 1= wW Z Lu Jv) H 1 EXIS77NG STAMPED CONCREJ TYPICAL AT MOW STRIP i "► QROFESSIpry\ DEAN REGISTERED -CIVIL E INFER � ` C46803 l * Exp. 6-30-15 �* CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 1TF CIVi\_ OFA BAKERSFIELD, CA 93301 OF Cq��F REVISIONS No. DATE DESCRIP77ON 1 718113 MODIFY DIREC77ONAL DRILL, IRRIGATLON, AND TURF LAYOUT DUE TO FUTURE TURN LANE 3 4 IRRIGATION LEGEND. e RA/NB/RD 1806 -PRS BODYHE-VAN NOZ 15', 30 PSI, 180, 1.85 GPM 6� - RAINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITE AS REQUIRED. VRAINBIRD RWS-B-1402 BUBBLER .5; 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE- TYPICAL RAINBIRD 44 -LRC 1"(6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW IRRIGATION MAIN LTNEAS REQUIRED -MATCH EXJSTING EXISTING IRRIGATION MA/N LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE ,CLK� EXISTING IRRIGATION CONTROL CLOCK CL NEW IRRIGATION CONTROL CLOCK p NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. NEWBACKFLOWPREVENTER W NEW 2' PVC SCHEDULE 80 GATE VALVE —e— NEWIRR/GATIONCONTROLWIRE l 1 CONTRACTOR SHALL NOT CONNECT TO EXISTING MAINLINE 1N IAV CALLOWAY MEDIAN AT ANYPOINT. SEE STA 105+74 ON SHEET 5 FOR NEW POC. CONTRACTOR SHALL PROTECT IN PLACE EXISTING MAINLINE, VALVES, LATERAL LINESAND SPRINKLER HEADS IN MEDIAN. 3 KEY MAP IRRIGA TION AND LANDSCAPING PLANS - LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 CALLOWAY DRIVE SOUTH OF OLIVE DRIVE - T2K239 n SHEET N0, 5 O 12 Zov� w 1 2 EXIS77NG MEDIAN ISLAND w 1 1 RELOCATE OCV VALVE HERE I � Irn 1/2" 3/4"+ 3/4" p —3/4"— — — =-1/2 _ „ 1/2" 1" 11/4" 11/4" 1/2" QC" (nw W W --_--___- _ - __ - -- -----_ -/V) 3/4" 10\1/2" 1/2" 3/4" - --OIL — 0IL-1 I 9 C 1/2 24.0`EVS77NG I STAMPED CONCRETE- GPM %LAHEAD TYPICAL AT MOW STRIP LAWN HEADVE VALVE ' Q F- O IRRIGATION PLA 1 �- SCALE:E: 1 =10' - -i ---0IL---0IL - 5VS7ING LANDSCAPING ' . „AP,'NG APPROXIMATE LOCATION 1 FUTURE MEDIAN NOS 1 I CITY OF BAKERSFIELD, CALIFORNIA CALLOWAY DRIVE a o_ 1 Q I � EXIS]7NG MEDIAN ISLAND `C 0 y --- -- — ------ --- 1 _ 640 SF - ----OIL—I i I' LANDSCAPING PLAN MEDIAN 'C' PUBLIC WORKS DEPARTMENT GLEVITSIA TR/ACANTh 0VARIETY INERMIS 1 - 24" BOX TREES, SINGLE TRUNK •� 1 "n 35'-0' TO NEXT TREE 1 7TT + INW 1= wW Z Lu Jv) H 1 EXIS77NG STAMPED CONCREJ TYPICAL AT MOW STRIP i "► QROFESSIpry\ DEAN REGISTERED -CIVIL E INFER � ` C46803 l * Exp. 6-30-15 �* CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 1TF CIVi\_ OFA BAKERSFIELD, CA 93301 OF Cq��F REVISIONS No. DATE DESCRIP77ON 1 718113 MODIFY DIREC77ONAL DRILL, IRRIGATLON, AND TURF LAYOUT DUE TO FUTURE TURN LANE 3 4 IRRIGATION LEGEND. e RA/NB/RD 1806 -PRS BODYHE-VAN NOZ 15', 30 PSI, 180, 1.85 GPM 6� - RAINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITE AS REQUIRED. VRAINBIRD RWS-B-1402 BUBBLER .5; 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE- TYPICAL RAINBIRD 44 -LRC 1"(6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW IRRIGATION MAIN LTNEAS REQUIRED -MATCH EXJSTING EXISTING IRRIGATION MA/N LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE ,CLK� EXISTING IRRIGATION CONTROL CLOCK CL NEW IRRIGATION CONTROL CLOCK p NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. NEWBACKFLOWPREVENTER W NEW 2' PVC SCHEDULE 80 GATE VALVE —e— NEWIRR/GATIONCONTROLWIRE l 1 CONTRACTOR SHALL NOT CONNECT TO EXISTING MAINLINE 1N IAV CALLOWAY MEDIAN AT ANYPOINT. SEE STA 105+74 ON SHEET 5 FOR NEW POC. CONTRACTOR SHALL PROTECT IN PLACE EXISTING MAINLINE, VALVES, LATERAL LINESAND SPRINKLER HEADS IN MEDIAN. 3 KEY MAP IRRIGA TION AND LANDSCAPING PLANS - LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 CALLOWAY DRIVE SOUTH OF OLIVE DRIVE - T2K239 n SHEET N0, 5 O 12 N w 0 mm 0 0- S H Q IRRIGATION PLAN SCALE. 1 "=10' 1 I I EXISANG 6 0 PSC ,SLEEVE C "� J5' -O' y TO NEXT TREE I 35'O" hy 35-0" 35-0 ? 35'-0" y GALLOWAY DR/VE 33.3 fXlS7JNG MED/AN ISLAND {�.� � � 11 I I I GPM U F R A 00 +0 LAWN HEAD I C° 1 VALVE ) 1/2" 1/2" 1/2" 3/4" 3/4" 1" 1 1/2" 3/4" 3/4" 1;2" /2^ t 0 + - ---------------- —/2" — 10 G- ---- ---- ------ - --- - ------- ------ - �!— 11/4" 11/2" � w 110+00 1 " 1/2" 1„ 1„ 1/2" 3/4" 2" 1/2" m o0 3/4'_ 1/2" S 17 1/2" 1/2" i — h�1► 1/2"W w — Im Z W -- --- !RKl . CONTROL WIRES 2"SCH. BO MAINLINE (QCV 1/2" 1/2 314' 314- ------- --------- --- 34" 34 — ------ — -- —------- --- —1/-2"— — 1/_2_" Fo- F---. ----OIL OIL -Olt- A 1' — _OIL -1 CHANGE THESE HEADS TO 90 GPM EVS7ING STAMPED CONCRETE 3500 SERIES ON VAL V£ D" 1 TYP/CAL AT MOW STRIP TREE BUBBLER 1 ' VALVE S H Q IRRIGATION PLAN SCALE. 1 "=10' Q UU) w W IV) UJIW --------- -- - - _- Z W F- IiL� . ___ CI I IL I CIL --OIL- -_-_ _ IL -A 2 IGLEDITS/A TR/ACANTHOS 1 VARIETY INERMIS EXI5 - 24 "BOX TREES, SINGLE TRUNK TYPICALGAT MOW STRIPE 1 LANDSCAPING PLAN MED/AN 'C' OEAN q\�i HLUISrEITED CI IL E /IJEER c 46803 cl *� Exp.6-30-,1 /* CITY OF BAKERSFIELD _ =�c 1501 TRUXTUN AVENUE. BAKERSFIELD, CA 93301 'SOF NJF�, REVISIONS �� rl 7 /8/ 13I MODIFY DIREC77ONAL DRILL, IRRIGAAON, AND Lel I TURF LAYOUT DUE TO FUTURE TURN LANE IRRIGATION LEGEND: e RAINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 180, 1.85 GPM b- RAINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITEAS REQUIRED. ♦ RAINBIRD RWS-B-1402 BUBBLERS, 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE- TYPICAL RAINBIRD 44 -LRC 1"(6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QC V) NEW IRR/GATION MAIN LINE AS REQUIRED - MATCH EXISTING EXISTING IRRIGATION MAININE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE ,CLK� EXISTING IRRIGATION CONTROL CLOCK CLD NEW IRRIGATION CONTROL CLOCK 0 NEW POWER PEDESTAL & METER PB NEW PULLBOX 8 POINT OF CONNECTION (POC) B.F.P. NEW BACKFLOW PREVENTER —E— NEW IRRIGATION CONTROL WIRE CONTRACTOR SHALL NOT CONNECT TO EXISTING MAINLINE IN CALLOWAY MEDIAN AT ANY POINT. SEE STA 105+74 ON SHEET 5 FOR NEW POC CONTRACTOR SHALL PROTECT 1N PLACE EXISTING MAINLINE, VALVES, LATERAL LINES AND SPRINKLER HEADS IN MEDIAN. KEY MAP IRRIGA TION AND LANDSCAPING PLANS I Re None: Rev-02-T2K23K239_DESI ngjne -1f9P LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS—PHASE 2 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT kob No.: 72x239 Engineer. DH Dote: 3141IJ Checked E CALL OWAY DRIVE SOUTH OF OLIVE DRIVE — T2K239 SHEET NO. 6 O 12 CALLOWAY DRIVE J5' -O' y TO NEXT TREE I 35'O" hy 35-0" 35-0 ? 35'-0" y 1 35 -O" 1 � NEW LANDSCAPTN6 � {�.� � � 11 EXIS77NG MEDIAN ISLAND J TO NEXT TREE I U F R A 00 +0 2687 SF Q UU) w W IV) UJIW --------- -- - - _- Z W F- IiL� . ___ CI I IL I CIL --OIL- -_-_ _ IL -A 2 IGLEDITS/A TR/ACANTHOS 1 VARIETY INERMIS EXI5 - 24 "BOX TREES, SINGLE TRUNK TYPICALGAT MOW STRIPE 1 LANDSCAPING PLAN MED/AN 'C' OEAN q\�i HLUISrEITED CI IL E /IJEER c 46803 cl *� Exp.6-30-,1 /* CITY OF BAKERSFIELD _ =�c 1501 TRUXTUN AVENUE. BAKERSFIELD, CA 93301 'SOF NJF�, REVISIONS �� rl 7 /8/ 13I MODIFY DIREC77ONAL DRILL, IRRIGAAON, AND Lel I TURF LAYOUT DUE TO FUTURE TURN LANE IRRIGATION LEGEND: e RAINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 180, 1.85 GPM b- RAINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINBIRD 3500 SERIES #1.0 NOZZLE 18; 30 PSI, 180, 0.92 GPM ADJUST ALL IRRIGATION HEADS ON SITEAS REQUIRED. ♦ RAINBIRD RWS-B-1402 BUBBLERS, 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE- TYPICAL RAINBIRD 44 -LRC 1"(6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QC V) NEW IRR/GATION MAIN LINE AS REQUIRED - MATCH EXISTING EXISTING IRRIGATION MAININE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE ,CLK� EXISTING IRRIGATION CONTROL CLOCK CLD NEW IRRIGATION CONTROL CLOCK 0 NEW POWER PEDESTAL & METER PB NEW PULLBOX 8 POINT OF CONNECTION (POC) B.F.P. NEW BACKFLOW PREVENTER —E— NEW IRRIGATION CONTROL WIRE CONTRACTOR SHALL NOT CONNECT TO EXISTING MAINLINE IN CALLOWAY MEDIAN AT ANY POINT. SEE STA 105+74 ON SHEET 5 FOR NEW POC CONTRACTOR SHALL PROTECT 1N PLACE EXISTING MAINLINE, VALVES, LATERAL LINES AND SPRINKLER HEADS IN MEDIAN. KEY MAP IRRIGA TION AND LANDSCAPING PLANS I Re None: Rev-02-T2K23K239_DESI ngjne -1f9P LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS—PHASE 2 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT kob No.: 72x239 Engineer. DH Dote: 3141IJ Checked E CALL OWAY DRIVE SOUTH OF OLIVE DRIVE — T2K239 SHEET NO. 6 O 12 QRoF ESSlONq DEAN REGIS R&D CIV! ENGINEER ` C46803 * Exp, 6-3-1%- t CITY OF BAKERSFIELD sj e 1501 TRUXTUN AVENUE -v CIVIL pF� BAKERSFIELD, CA 93,301 OF CALF REVISIONS No. DATE DESCRIPTION j 7 /8 / 13 MODIFY DIREC77ONAL DRILL, !RRIGA770A; AND I TURF LAYOUT DUE TO FUTURE TURN LANE ' ( �VER�j I i CALLOWAY DRIVE' j I EXISTING MEDIAN /BLAND CULVER BELOW I I 3 L112:" 3/4" 3/4" 1/2" 1/2" jI 3/4" 1/2" +12"3/4„�:!NW 1/2" 11 + 0 1'1/2" /2" 1"'�114+00- Z Z `''' 1/2" 2' acv /2" 1 IRRIGATION LEGEND: - 2rr £X1SANG MOW RAMP _ _ _ _ _ _ _ _ -_ - - - _ - - - - - _ - - _ - s Z RAINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 180, 1.85 GPM 1/2" W RA/NB/RD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 90, 0.92 GPM I _ E 1 " RAINBIRD 3500 SERIES 1/1.0 NOZZLE 18, 30 PSI, 180, 0.92 GPM � 1•-- -- —OIL IL IL NOT INSTA9.2 ADJUST ALL IRRIGATION HEADS ON SITE AS REQUIRED. I D 1^ " ID�O B 1" GPM EXISTING STAMPED CONCRETE PRS DIAL ON 7YP/CAL AT MOW STRIP & MEDIAN ENDS RAINBIRD RIMS -B-1402 BUBBLER .5; 30 PSI, 0.50 GPM 14.72 TMS VALVE 2.0 GPM LAW HEAD v NEW 2-0 IRRIGATION MAINLINE IN 410 SCH SLEEVE GPM 2 BUBBLERS PER TREE t VALVE NEW IRRIGA77ON CONTROL WRES 1N 210 S 40 CONDUIT CHANGE HEADS TO 1806 SAM PRS INSTALL 3 EXTRA IRRIGA77ON CONTROL WRES r 1 LAWN HEAD NEW 1 0 /RRIGA77ON LATERAL IN 2"® SCN70 SLEEVE I TREE BUBBLER BODY HE -VAN NOZ 15' & 12' FIfLO 1 &ONE COMMON WIRE AT lRRIG. CONTROL BOX RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE- TYPICAL VALVE VALVE RA/NBIRD44-LRC1"(6")2PIECEBODYYELLOW CAP , BELOW H SCAP AREA. ADJUST FOR FULL COVERAGE. QUICK COUPLER VALVE (QCV) J NEW IRRIGATION U41N LINE AS REQUIRED -MATCH EXISTING IRRIGATION PLAN -- EXISTING IRRIGATION MAIN LINE T CLASS•200 PVC LATERAL ` SCALE: 1 "=10' PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE i �CLK� EXISTING IRRIGATION CONTROL CLOCK ION r _ N _ ! cuSRTVEMIBELOW I o GALLOWAY DRIVE CA NEWPOWE PEDESTAL CLOCK p NEW POWER PEDESTAL &METER s i 35'-0' 35' O' 22' 0 t 3 330 $ i PB NEW PULLBOX(ERIFY) 17'-0 I TO NEXT TREE ti 11 EXISTING MEDIAN ISLAND 8 PO/NT OF CONNECTION (POC) NL W LANDSCAPING °' w N B.F.P. NEWBACKFLOWPREVENTER t r i xl� I j 1 —E— NEW IRRIGATION CONTROL WIRE 5 'f T R A R _ ; _ _ _ = _ _ _ _ - - - - - - 11 ( CONTRACTOR SHALL NOT CONNECT TO EX/STING MAINLINE IN Q `D T R F A R 1078 SF - : = - - IAV GALLOWAY MEDIAN AT ANY PO/NT.. SEE STA 105+74 ON SHEET 5 1494 SF ` �� ; = FOR NEW POC. CONTRACTOR SHALL PROTECT IN PLACE EXISTING NW' 1t2+00 113+00 M -� 114+00 MAINLINE,VALVES, LATERALLINESANDSPRINKLER HEADS /N - —1— -1 i - - - - - I - MEDIAN. i JW `a 1 U) _ __ u Q 1-- 0" Ctl I --OIL--Ii- -- L -- CIL ---OIL - 1-- 1;-- --- Cil-- ------OfL -- EQUALEQUALI EQUAL 1 EXISTING STAMPED CONCRE7E GLEDITSIA TRIACANTHOS j n 7YPlCAL AT MOW STRIP & MEDIAN ENDS VARIETY INERMIS NEW 30' SIAM f0 CONCRETE I 4 - 24 -BOX TREES, SINGLE TRUNK j TO MATCH EXISTING J y' 3 LANDSCAPING PLAN MED/AN ,C, THIS SHEET c ' IRRIGATION AND . KEY MAP LANDSCAPING PLANS Fde Namx Rev-02-T2K239-DES/ mrBwb9-IDP LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ljob No.: T2K239 En ineer- BM Date: 3/4/13 lChecked By. CALLOWAY DRIVE SOUTH OF OLIVE DR/VE — T2K239 - 7 OF 12 0 N W - cv IRRIG MAIN UNE a EX157ING IRRIGATION LATERAL UNE -RECD WRI Y z a 0 EXISTING MEDIAN ISLAND ffay 0 J � m a M M 0 N 0 TREE BUBBLER G \ 17 APPROXIMATE LOCATION OLIVE DRIVE jam► VALVE \ �L \ llliii�\\111 1 OF FUTURE TURN LANE 0 fRS DO NOT INSTALL PRS N 1 \ CULVERT ¢ \BY DIAL ON THIS VALVE GPM \ (VERIFY) �� \ EXISTING MEDIAN ISLAND NEW 210 IRR1GAn0N MAIN LINE\ \ END MAIN LINE \ 1 END LATERAL \ 1 AT IRRIG. BOX INE \ � 1/2" 3/4" 1" 1" 11141, 1" 1" 3/4" 1/2"-------- -- +_____ _ ---- 3/4" 3/4" \ 1/2"_2" 1031 00 1/2" _ 1/2" -r ocv -------- P 1114"---- SCALE. - l--10' -11/4' 11, 1/2" 3/4"=- -�" �„ 11/4" 11/2" _ �___ =_�- 1/4'1.7314 112' 1/2" 1 END IRRIGATION 1 NEW IRRIGATION CONTROL iWRES IN 9-0.2"0 PVC CONDUIT (590 LF) CONTROL WIRES \ \ OLIVE DR WITH PULL80X SPACED AT 300 FEET MAXIMUM. 1 '-E0 fEL11WMPow- O SEE DETAIL A' BELOW fOR POC AT PARKWAY INSTALL 4 A SCH 40 PVC SLEEVE & 2 SCH (NOTE. 18" DEPTH, PR07ECT-(N-PLATE EXISANG IRRIGATION M 1 1/2 40 PVC SLEEVE BELOW HARDSCAPE. Z \ HEADS AND LATERAL LINES) 29 6 LAWN HEAD ¢ GPM VALVE v0 (( OLIVE DR z EXISDNG CURB & GUTTER I v -- POWER POWER P£DESTA �j I EXISTING SIDEWALK - EXIS7ING IRRIG. BORED " NEW 2"0 SON 80 RED HGATION MAIN UNE 41 14 21 POLYETHYLENE (NDPE)StfE3F IN NEW 410 BORED HDPE SLEEVE (62 Li CONDUIT TO NEW PULL80 IN MEDIAN (62 LF) I L- IXIsnNG " - _ GAS LINE _ - cv IRRIG MAIN UNE N Y ExisnNc ,n-rrmnr� CMU WALL f*56 MNlRRI� 1 v 0 L XISTING IRRIGATION : CONTROL CLOCK z �'85 DETAIL 'A" O) & z z SIU 42 111Y Y LANDSCAPING a� N NEW LANDSCAPING y IRRIGATION PLAN OLIVE DRIVE \' a CULVERT 0OF � \ \ 1 FUTURE OTTE HERS. LANK \ (VERIFY) L� 1 BY h \� 10'-0't \ fX1571NG MEDIAN !BLAND —� TR E Tim - 1. 1.�. GLEDI TSIA CANTHOS ARIETY /NERM/S 3 24" BOX TREES, SINGLE TRUNK NEW LANDSCAPING CITY OF BAKERSFIELD, CALIFORNIA zluj JI(n F�m 1 HEAD I 1 1 � EQUAL E AL Q 1 -t NEW 52' EXP D AGGREGATE RNISH O O \ V I W TO MAT�y EXISTING \ U \ � EXISTING EXPOSED AGGREGATE RNISH U) 1 W 1 TYPICAL AT MOW S77/P O[ 7 \ Z W LANDSCAPING PLAN MEDIA 'D' PUBLIC WORKS DEPARTMENT : Q DEAN�2C � =o REGISTERED, Cl U!L NGINEER� ` c 46803 A �. Exp.6-30-15 CITY OF BAKERSFIELD 7501 TRUXTUN AVENUE �rF CIV1L p(i� BAKERSFIELD, CA 93301 OF CA1 �F REVISIONS No. DATE DESCRIPTION 1 7 /B / 13 MODIFY DIRECTIONAL DRILL, IRRIGATION, AND TURF LAYOUT DUE TO FUTURE TURN LANE 2 / / 3 4 I / IRRIGATION LEGEND: C RAINB/RD 1806 -PRS BODY HE -VAN NOZ 16,30 PSI, 180, 1.85 GPM (�! RA/NB/RD 1806 -PRS BODY HE -VAN NOZ 15', 30 PSI, 90, 0.92 GPM R41NBIRD RWS-B-1401 BUBBLER .5, 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE RA(NB/RD 100 & 150 PRS SERIES IRRIGATION VALVE- TYPICAL R41NBIRD 44 -LRC 1"(6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW IRRIGATION MAIN LINEAS REQUIRED -MATCH EXISTING EXISTING IRRIGATION MANN LINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE ,fLK� EXISTING IRRIGATION CONTROL CLOCK cLK NEW IRRIGATION CONTROL CLOCK p NEW POWER PEDESTAL & METER PB NEWPULLBOX 9 POINT OF CONNECTION (POC) B.F.P. NEW BACKFLOW PREVENTER NEW 2" PVC SCHEDULE 80 GATE VALVE —e— NEW IRRIGATION CONTROL WIRE \ \ w . tn THIS SHEET ---i< U 3 QI a � DRI IRRIGATIONAND KEY MAP LANDSCAPING PLANS _DEsI /Bwb9-LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS PHASE 2 En ineer., BM Checked By. OLIVE DRIVE WEST OF CALLOWAY DRIVE-T2K239 SHEET NO. 8 OF 1 J W Y i \ 00 H �— 1 1/4" 1 1/4" REGISTERED�CIVIL ENGIN W ¢ G M — �---- I= * Exp. 6-30-15 w zW 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CAL\E \s14" —� DATE DESCRIP77ON 112- /2 718113 OMIT THIS PAGE DUE TO "U7URE TURN LANE 12 10.0 GPM �3 TREE BUBBLER CITY OF BAKERSFIELD, CALIFORNIA PLAN LANDSCAPING PLAN MEDIAN `D' Re Name Rev—O2_ PUBLIC WORKS DEPARTMENT Job No.: T2K2 Date: 3141IJ U v r SCALE. 1 "=10' IRRIGATIONAND © KEYMAP LANDSCAPING PLANS - LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET NO. - OLIVE DRIVE WEST OF CALLOWAY DRIVE - T2K239 9 OF 12 REGISTERED�CIVIL ENGIN W ¢ G M C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CAL\E REVISIONS No. DATE DESCRIP77ON �1 718113 OMIT THIS PAGE DUE TO "U7URE TURN LANE 12 �3 IRRIGATIONAND © KEYMAP LANDSCAPING PLANS - LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET NO. - OLIVE DRIVE WEST OF CALLOWAY DRIVE - T2K239 9 OF 12