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HomeMy WebLinkAbout6.5-258 Ph 2LIST OF DRAWINGS CITY OF BA ; ERS3 w4S FIELD LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 5"E`r " s,A"°AH° °"A„' GALLOWAY DRIVE AND OLIVE DRIVE - T2K239 SHEET 12 STANDARD DETAILS mai i n vvA Y nplvF Sn"TH OF MEACHAM ROAD - T2K240 BENCHMARK TOP OF CONCRETE MONUMENT IN LAMP HOLE INTERSECTION OF MEACHAM RD & CALLOWAY DRIVE ELEV. = 380.00, CITY DATUM 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-8, 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 RESPECTIVELY AS DEFINED IN THE CALTRANS STANDARD SPECIFlCAT10NS, MAY 2006 EDITION. STATE STANDARDS NOT APPLICABLE CONVENTIONAL SYMBOLS --------EASEMENT -- -- RIGHT-OF-WAY CENTERLINE RAILROAD TRACKS X CHAIN LINK FENCE EXIST. CURB & GUTTER ----------------------------- EXIST. A.C. FLOWLINE -- '�=------- '�=------- '�=-- EXIST. EDGE OF PA VEMENT GUARD RAIL IMPROVEMENTS UTILITY SYMBOLS W (FILE: 02_ T2K239_DESIGN. d wg) EXIST GAS LINE SHEET 1 TI TLE SHEET LINES TV SHEET 2 PROJECT LOCA TION MAP 0 SHEET 3 MEDIAN 'A' IRRIGA TION & LANDSCAPING PLANS SHEET 4 MEDIAN 'B' IRRIGA TION & LANDSCAPING PLANS SHEET 5 MEDIAN 'C' IRRIGA TION & LANDSCAPING PLANS SHEET 6 MEDIAN 'C' IRRIGA TION & LANDSCAPING PLANS SHEET 7 MEDIAN 'C' IRRIGA TION & LANDSCAPING PLANS SHEET 8 MEDIAN 'D' IRRIGA TION & LANDSCAPING PLANS SHEET 9 MEDIAN '0' IRRIGA TION & LANDSCAPING PLANS SHEET 10 STANDARD DETAILS CITY OF BA ; ERS3 w4S FIELD LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 5"E`r " s,A"°AH° °"A„' GALLOWAY DRIVE AND OLIVE DRIVE - T2K239 SHEET 12 STANDARD DETAILS mai i n vvA Y nplvF Sn"TH OF MEACHAM ROAD - T2K240 BENCHMARK TOP OF CONCRETE MONUMENT IN LAMP HOLE INTERSECTION OF MEACHAM RD & CALLOWAY DRIVE ELEV. = 380.00, CITY DATUM 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-8, 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 RESPECTIVELY AS DEFINED IN THE CALTRANS STANDARD SPECIFlCAT10NS, MAY 2006 EDITION. STATE STANDARDS NOT APPLICABLE CONVENTIONAL SYMBOLS --------EASEMENT -- -- RIGHT-OF-WAY CENTERLINE RAILROAD TRACKS X CHAIN LINK FENCE EXIST. CURB & GUTTER ----------------------------- EXIST. A.C. FLOWLINE -- '�=------- '�=------- '�=-- EXIST. EDGE OF PA VEMENT GUARD RAIL IMPROVEMENTS UTILITY SYMBOLS W EXIST WA TER LINE c EXIST GAS LINE OH EXIST AERIAL EXIST STORM DRAIN LINES TV EXIST UNDERGROUND EXIST UNDERGROUND TV CABLES 0 EXIST OIL LINE M.H. T MANHOLE P.P. -w POWER POLE ® EXISTING MONUMENT F601 FUTURE MONUMENT S.L. FIRE HYDRANT E] STREET LIGHT STREET LIGHT W/MAST ARM ® C.O. CLEAN OUT E- AUTO SCOPE © PRE -EMP TION DEVICE LOCATION MAP_ NOT 70 SCALE FINAL PAY QUANTITIES EARTHWORK, MEDIAN EXCA VA 110N 782 C IMPORT SELECT MATERIAL 1030 CY 0 Job Nos.: T21<239 & T2K240 File Path: K: \LDD—ENGIN EERING\2011-2012\T2K239—Ph II LS Medians File Name: 02—T2K239—DESIGN.dwg O 0 U STATE OF CALIFORNIA � 0 NO7E.- THE CONTRACTOR MUST POSSESS THE FOLLOWING � VALID LICENSE: N czars a OR c-27 W i NO 7E. - a THE CONTRACTOR SHALL CONTACT THE USA LOCATOR O SERVICE 1-800-642-2444, 48 HOURS PRIOR TO Z EXCAVATION. Q z PROJECT LENGTH Q 00ESS /ONq ABF'Q� Of rn C 78966 * Exp. 3-31-14 yt Jj9T� C/VIL OF CAO S EXIST ISEWER LINE W .43 SD EXIST STORM DRAIN c� E EXIST UNDERGROUND .............. _ POWER LINE T EXIST UNDERGROUND PHONE LINE � FO EXIST FIBER OPTIC LINE RAUL M1 ROJAS, R.C.E. 39880, EXPIRES 12-31-13 DATE F.H. � FIRE HYDRANT E] WA TER METER W.V. pa WA TER VALVE G.M. ® GAS METER G.V. GAS VALVE BENCHMARK E- AUTO SCOPE © PRE -EMP TION DEVICE LOCATION MAP_ NOT 70 SCALE FINAL PAY QUANTITIES EARTHWORK, MEDIAN EXCA VA 110N 782 C IMPORT SELECT MATERIAL 1030 CY 0 Job Nos.: T21<239 & T2K240 File Path: K: \LDD—ENGIN EERING\2011-2012\T2K239—Ph II LS Medians File Name: 02—T2K239—DESIGN.dwg O 0 U STATE OF CALIFORNIA � 0 NO7E.- THE CONTRACTOR MUST POSSESS THE FOLLOWING � VALID LICENSE: N czars a OR c-27 W i NO 7E. - a THE CONTRACTOR SHALL CONTACT THE USA LOCATOR O SERVICE 1-800-642-2444, 48 HOURS PRIOR TO Z EXCAVATION. Q z PROJECT LENGTH Q 00ESS /ONq ABF'Q� Of rn C 78966 * Exp. 3-31-14 yt Jj9T� C/VIL OF CAO s s Pia LANDSCAPE IMPROVEMENTS NO TO EXISTING MEDIAN ISLANDS -PHASE 2 1 of OLIVE DRIVE AT CALLOWAY DRIVE - T2K239 12 CALLOWAY DRIVE SOUTH OF MEACHAM ROAD - T2K240 SHEETS 0 1 2 3 0 MILES W .43 Z c� .............. _ APPR(DVEf:) BY: � 0 RAUL M1 ROJAS, R.C.E. 39880, EXPIRES 12-31-13 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: LIJ W ASSISTANT. PUBLIC WORKS DIRECTOR DATE 0 03 - o c/- Zo 13 CIVIL'ENGINEER IV — DESIGN ENGINEERING DATE W Q. 3 • �- Z�� v PA CONSTRUC &FACILITY PLANNER DATE O s s Pia LANDSCAPE IMPROVEMENTS NO TO EXISTING MEDIAN ISLANDS -PHASE 2 1 of OLIVE DRIVE AT CALLOWAY DRIVE - T2K239 12 CALLOWAY DRIVE SOUTH OF MEACHAM ROAD - T2K240 SHEETS 0 1 2 3 Q� 3 Z C) w D I rn N Y N N O C_ C O 0 U J C_ W 1 CD N Y N I— N O N O N C) Z_ W W Z_ CD Z W Li0 J Od MEDIAN 'D'- SEE SHEETS 8 & 9 umi MEDIAN 'C' SEE SHEETS 5, 6, & 7 SCALE: l`-500" QRpF ESS / 01vv 0. ABE�,'L Fac REGISTERED CI 111 ENGINEER C 78966 * Exp. 3-31-14 yk CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE ClVl\- BAKERSFIELD, CA 93,301 OF CA0 REVISIONS No. DA TE DESCRIP TION 1 / / 2 3 ,4 7 PROJECT LO%r.#JA""TTlON MAP PROJECT L OCA TION MAP0//c File 0/ File Name: 02_T2K239_DESIGN Drawn: DP LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K239 & T2K240 En gin eer. BM Date: 3/4/13 Checked By. OLIVE DRIVE AT CALLOWAY DRIVE AND CALLOWAY DRIVE AT MEACHAM ROAD AND RETAIL DR 2 OF 72 N W m w a- m m 0 w f— O J n Ln O N O U i 0 0 04 NEW POWER POC AT EX/STING CONNECT NEW LA 7FRAL LINE RlW PEDESTAL PG&E PULLBOX TO EXIS77NG WA7FR METER -- t --'— CAP EX/STING WA 7FR LINE W B.F.P•W.V.W P.P — - -- POC // //- -- - EX/STING SIDEWALK I FR/ -� -----___ PocBORED 1 11210 ELECMICAL CONDUIT -----------------___ ____ ' \ - ---- IN 3 PO YEINYLENE (HDPE) SLEEVE CALLOW Y DRIVE EX/STING CURB & GUTTER GALLOWAY DRIVE DETAIL 'A " EXIS77NG 110 WA7FR LINE DETAIL "B" 0 d 0 - 0 7 S S S S S BORED 2`0 IRRIGA77ON MAIN LINE 1 /N 4-0 POLYETHYLENE (HDPE) SLEEVE- CAL L O WA Y DRIVE 1 SEE DE TAIL B ABOVE FOR WA 7FR POC A T PARKWA Y B 1112 IC711/2\ 24.0 24.0 BORED 1 1/2.0 ELECMICAL CONDUIT GPM GPM ADJUST SURVEY MONUMENT TO GRADE GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH THE 2006 STATE OF CALIFORNIA DEPARTMENT OF 7RANSPORTA77ON "STANDARD SPECIFICATIONS" AND "STANDARD PLANS" AND ALL LAWS, & ORDINANCES AS SPECIFIED BY 17iE CITY OF BAKERSFIELD AND OTHER GOVERNING AGENCIES 2. ALL /NFORMA TION SHOWN ON THE DRAWINGS RELA 77 VE TO EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBL/TY OF VERIFICATION AND ACCURACY IS THE CONTRACTOR'S. J. CONTRACTOR SHALL FIELD VERIFY WA TER & ELECTRICAL POINTS OF CONNEC77ON (POC) PRIOR TO COMMENCEMENT OF WORK. 4. CALLOWAY DRIVE FROM MEACHAM ROAD TO SNOW ROAD IS UNDER A STREET MORATORIUM. NO OPEN CUT OF PAVING WILL BE ALLOWED. 11 S 1 /N J-0 PO METHYLENE (HDPE) SLEEVE- PER DETAIL 2 ON SHEET 11 AND 1 SEE DETAIL "A" ABOVE FOR POWER LAWN HEAD LAWN HEAD CITY STANDARD DETAIL ST -21 EXIS77NG MED/AN /BLAND O POC A T PARKWA Y (70 LF) VAL VE VAL VE Z �„ �" 11/4" �„ 3/4" 3/4" 1/2"/2" O N ? 3/4 = __ ®® - _ - _- ®®___®_- - - --- ._m_0---- -�~._— ....�-- �. - ®®i -.---------- OFF 1314 r7 1/2" 1 1/4" + z 1/2" 14+00 1/2" 1" 1114 1/2" 1/2" 15+00 V) � '.. `` 0 7 9/4 Z AIL Q - - - - - - - - ►� - - �► - �— - - - - - 1 U _ 3/4 3/4 3 4 3/4 Z �- e ' EX/STING STAMPED CONCREIF CcLK I E E QCV Ll Ld Im VNJ1/2" 3/4" 3/4" 1 " 1 " 2" 1 1/4" 1 1/4" 1 " 3/4" 3/4" 1/2" 1 OIL OIL - IL OIL OIL OIL CIL OIL IL ---OIL—. " INSTALL 3 EX7RA IRRIGA 77ON CON7ROL WIRES ® M.H. r- r- ,�, Ifnm, 1ff & ONE COMMON WIRE AT IRRIG CONTROL BOX EXIS77NG 1 10 WA TER LINE RRIGATION PLAN 1 0 m.H. t___ O 0 0 S S INN S S ' CALLOWAY DRIVE Q Q Q T J6' -0"f JJ' -0" J4'-0" J4' --O" ' Nf W LANDSCAPING 1 Z 11 O F- cn-a-�-- U F A R EA Z -- - "`" 14+00 Q - _ _= - - - - - - - 11 SF - I . 66 �J W I 1 OIL —01 01L OIL OIL ------ • -•----•---OIL - I I 1 GLEDI TSI 4 TRIACANT S VARIETY NERMIS . H. 4 - 24" BO TREES, SINGLE TRUNK Aft LANDSCAPING PLAN MED/AN A IF Ill SCALE:1 "=10' Q. 11 0 III p 29'-0" EXIS77NG MOW RAMP ' EXIS77NG MEDIAN ISLAND Z" O + 15+00 N �--- — Q Z — — I-- — — JJI EXIS77NG STAMPED CONCRE7£ 1 -OIL OIL IL . —OIL �I 1 .-. T QROF ESS /O/V4 REGI TERED C YNGINEER C 78966 * Exp.3-31-14 CITY OF BAKERSFIELD IX >P 1501 TRUXTUN AVENUE qTF C/vo_ p10 BAKERSFIELD, CA 93301 OF CA\0� REVISIONS No. DA TE DESCR/P TION 471 IRRIGA TION LEGEND: e RAINB/RD 9806 -PRS BODY HE -VAN NOZ 15',30 PSI, 180, 9.85 GPM & RAINB/RD 1806 -PRS BODYHE-VAN NOZ 15',30 PSI, 90, 0.92 GPM RAINB/RD 3500 SERIES #1.0 NOZZLE 18, 30 PSI, 180, 0.92 GPM ADJUSTALL IRRIGATION HEADS ON SITEAS REQUIRED. RAINB/RD 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 MAINLINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE MIN. �CLK EXISTING IRRIGATION CONTROL CLOCK CLD NEW IRRIGATION CONTROL CLOCK Fad NEW POWER PEDESTAL & METER PB NEW PULLBOX 8 POINT OF CONNECTION (POC) B.F.P. NEW BACKFLOW PREVENTER IRRIGATIONAND KEYMAP LANDSCAPING PLANS , 5.0s8 - yy; File Name: 02_T2K2.39_DESIGN Drawn: DP LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K240 Engineer: BM Dote: 3/4/13 Checked By- CALLOWAY DRIVE SOUTH OF RETAIL DRIVE - T2K240 3 OF 12 0 1 2 3 N W m w m z a m 0 w 0 J n ui i z c� Li 0 0I N V N NI 0 C_ C_ Q U m rn N V N H N 0 N 0 N 0 z W W z z Li 0 0 J / \ld CALLOWAY DRIVE B e1o12 GPM INSTALL 3 EXTRA IRRIGA TION CONTROL WRES LAWN HEAD &ONE COMMON WIRE AT IRRIG. CONTROL BOX EX/SUNG MED/AN ISLAND VAL VE 1 z 7/2" 7/2" 3/4" 3/4" I" I I/4" �" I" 3/4" 3/4" 7/2" 7/2" 1— — — — — — — — — — — — — — — — — — — — — — - :--, — — — — — — — — — — — — — — — — — — i 1 CONSTRUCT MOW RAMP PER C.O.B. S DETAIL L-12 IZ Ui - + I LA- m OIL01 01L 1 �- T 1 '--- SEE DETAIL "A'BELOW FOR WATER & ELECTRICAL POINT OF CONNECT ION AT PARKWAY /RR/GAT/ON PLAN Q SCALE. • l-10" IEXIS77NG MEDIAN ISLAND 1 t� Z...- - w F- � U � j 1 tEXIS77NG STAMPED CONCRE7F 01L____ IL OIL NIU I I I GLEDITSIA TRIACANTHOS o IIA P1STV /Al9:PAA1C I W LANDSCAPING PLAN MEDIAN'FB r pip } Q 1 Q?,pFESS/o ABFRL ��c C.C.D R GISTERED CIVIL ENGINEER C 78966 * Exp.3-31-14 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF cm BAKERSFIELD, CA 93301 OF CA1-��` REVISIONS No. DA TE DESCRIPTION 3119113 INSTALL NEW /RR/GA 77ON CONDUITS &WIRES. IRRIGA TION LEGEND: e RAINBIRD 1806 -PRS BODYHE-VAN NOZ 95',30 PSI, 980, 1.85 GPM (� 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 SITEAS 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 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 p NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. MEW BACKFLOW PREVENTER CALLOWAY DRIVE INSTALL IRRIG. MAIN LINE & CONTROL WIRES IN EVSHNG- 60 LF COMMON NEW 4'"0 CONDUIT (NO7F- ONDUIT(NO7F• CONTRACTOR SHALL CONTACT REC. & PARKS DEPT. A T 326-3268 TO COORD/NA 7F CONDUITS LOCA 770N.) 0 EXIS77NG CURB & GUT7FR EXIS77NG SIDEWALK EXIS77NG 2"0 IRR/GA77ON MAIN LINE-- - — — — — — — — — — /NE-`----------- — —FIELD VERIFY EXIS77NG CMU WALL W POC IRRIG. POINT OF CONNE 71C ON INSTALL NEW 2" 7FE A T EXIS77NG IRRIG. MAIN LINE 'I WITH 2" BALL VALVE IN NEW IRRIG. CON7ROL BOX IRRIGATIONAND KEY MAP LANDSCf.14PINGPLANS1 6 File Nome.• 02_ T2K239_DES/GN- r8 rJ- DP LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K240 Engineer- BM Date: 3/4/13 Checked By. CALLOWAY DRIVE SOUTH OF MEACHAM ROAD 4R OF 12 O 1 2 3 INSTALL . NEW 330 LF IRRIG. CONTROL WIRES (3 WIRES & 1 COMMON WIRE) IN 1-0 PVC CONDUIT TO POC AT EXIS77NG IRRIGA77ON CONTROL CLOCK AT SOUTHEAST CORNER OF MEACHAM ROAD AND CALLOWAY DRIVE -FIELD VER/FY DETAIL 'sl" M � �U I 1/2" 3/4" acv 2„ 3/4" 1/2" - F- _ _ _ _ _ _ _ _ _ _ i/2" �j U EX/SUNG STAMPED CONCREIF - w -- --_-- -- _ _ _�_ �� _ m �_ �m — 3/4„ r� �- m 1/2" 1/2" 3/4" 3/4" �" 1 1/4" 1" �" 3/4" M z Z —OIL-____ _____-�01 01 � .SIL � . IL 01 � . OIL OIL _ _�I 1 INSTALL 2"0 IRR/GA TION MAIN LINE CAP END OF IRRIGA TION MAIN LINE A I" U ( 1 INS NEW 4"0 PVC CONDUIT i irniry RED E 4.0 Z - - -..... GPM W _ T INSTALL REMOTE CONTROL WIRES REE BUBBLER 1 IN 1 D/ VALVE 1 ' /N EVSW NEW40 PVC CONDUIT riri n WW WY ' 1 CONSTRUCT MOW RAMP PER C.O.B. S DETAIL L-12 IZ Ui - + I LA- m OIL01 01L 1 �- T 1 '--- SEE DETAIL "A'BELOW FOR WATER & ELECTRICAL POINT OF CONNECT ION AT PARKWAY /RR/GAT/ON PLAN Q SCALE. • l-10" IEXIS77NG MEDIAN ISLAND 1 t� Z...- - w F- � U � j 1 tEXIS77NG STAMPED CONCRE7F 01L____ IL OIL NIU I I I GLEDITSIA TRIACANTHOS o IIA P1STV /Al9:PAA1C I W LANDSCAPING PLAN MEDIAN'FB r pip } Q 1 Q?,pFESS/o ABFRL ��c C.C.D R GISTERED CIVIL ENGINEER C 78966 * Exp.3-31-14 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF cm BAKERSFIELD, CA 93301 OF CA1-��` REVISIONS No. DA TE DESCRIPTION 3119113 INSTALL NEW /RR/GA 77ON CONDUITS &WIRES. IRRIGA TION LEGEND: e RAINBIRD 1806 -PRS BODYHE-VAN NOZ 95',30 PSI, 980, 1.85 GPM (� 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 SITEAS 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 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 p NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. MEW BACKFLOW PREVENTER CALLOWAY DRIVE INSTALL IRRIG. MAIN LINE & CONTROL WIRES IN EVSHNG- 60 LF COMMON NEW 4'"0 CONDUIT (NO7F- ONDUIT(NO7F• CONTRACTOR SHALL CONTACT REC. & PARKS DEPT. A T 326-3268 TO COORD/NA 7F CONDUITS LOCA 770N.) 0 EXIS77NG CURB & GUT7FR EXIS77NG SIDEWALK EXIS77NG 2"0 IRR/GA77ON MAIN LINE-- - — — — — — — — — — /NE-`----------- — —FIELD VERIFY EXIS77NG CMU WALL W POC IRRIG. POINT OF CONNE 71C ON INSTALL NEW 2" 7FE A T EXIS77NG IRRIG. MAIN LINE 'I WITH 2" BALL VALVE IN NEW IRRIG. CON7ROL BOX IRRIGATIONAND KEY MAP LANDSCf.14PINGPLANS1 6 File Nome.• 02_ T2K239_DES/GN- r8 rJ- DP LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K240 Engineer- BM Date: 3/4/13 Checked By. CALLOWAY DRIVE SOUTH OF MEACHAM ROAD 4R OF 12 O 1 2 3 INSTALL . NEW 330 LF IRRIG. CONTROL WIRES (3 WIRES & 1 COMMON WIRE) IN 1-0 PVC CONDUIT TO POC AT EXIS77NG IRRIGA77ON CONTROL CLOCK AT SOUTHEAST CORNER OF MEACHAM ROAD AND CALLOWAY DRIVE -FIELD VER/FY DETAIL 'sl" N W Li CL z Q 0 m 0 w f - O J I I n O N O d- 0 N C O V) Q 0 rri I rn O 1 z w 0 I 0) N N I N 0 I Q) C 0 Q) J I rn N N f- N 0 N I 0 N CD z Li Li z z Li 0 0 J .. R-----.___. __._. ILI EXISTING CMU WALL - POC 1 REMOVE &REPLACE lRRIG. CONTROL CLOCK _ - _ EXISTING SIDEWALK EXISTING IRRIGA 77ON LINE) G 0 - _ ;i APPROX/MA TE LOCA TION OF FUTURE DRI VEWA Y, CURB & GUTTER BY 07bERS. K ., -/- x A EXISTING CURB & GUTTER CALLOWAY DRIVE BORED/ DIREC77ONAL DRILLED 210 POLYETHYLENE (HDPE) SLEEVE W :9- (32) NEW /RR/G. CONTROL WIRES -SEE N07ES & CALL -OUTS BELOW. EXISTING MEDIAN ISLAN (16) NEW 4 IRRIGA 77ON CON 77? WIRES -IN (�� 210 HDPE CONDUIT. (7) RED, (7) BLACK, (2) WHI7F EXIS77NG 210 IRRIGA77ON MAIN LINE- FIELD VERIFY (TO BE ABANDONED BY 0 ERS WHEN FUTURE TURN LANE IS INSTALLED). ___ _.._ _.._ - ____ - _.. - --..w.._.._..W.r.._._. _._........ _....- -.. - - - _._..._ - - - - - - - -- ----------- �1_ -- - - - 1 1 FUTURE MEDIAN CURB BY OTHERS 1 (16) NEW IRRIGA 77ON CON7ROL WIRES- (7) RED, (7) BLACK, (2) WHI TF PULL TO PULLBOX A T STA 105+74 LEA VING A 20 SERVICE LOOP NEW BORED 2`0 IRRIGA 77ON MAIN LINE IN 4"0 POLYETHYLENE (HDPE) SLEEVE EXISTING 210 IRRIGA 77ON MAIN LINE- FIELD VER/FY EXIS77NG SIDEWALK EXIS77NG CURB & GUT7FR NEW TE�_c — — — — — GATE VALVE K SNC. BOX — — — — — — — — — — — �■ .� .�. �. �. --------------- POC "� .� .� ■ 1 1 DIRECTIONAL DRILLING NOTES: 1. EXISTING IRRIGATION MA/N LINE "TEES UNDER CALLOWAY" Z O_ FROM THE EAST PARKWAYAPPROX/MATEL Y@ STA 106+50. F- THIS SERVICE WILL BE ABANDONED (BY OTHERS) WHEN NEW 1 LEFT TURN LANE IS CONSTRUCTED (BY OTHERS). + 2. CONSTRUCT NEW POC AT STA 105+74 AS SHOWN. LOF- 3. DIRECTIONAL DRILL A 4'0 HDPE SLEEVE TO EXTEND 2'S0 Z MAINLINE WEST INTO MEDIAN. O 4. DIRECTIONAL DRILL A 410 HDPE SLEEVE W/2'0 MAINLINE F<-1 U NORTH TO STA 109 + 38. DIRECTIONAL DRILL A 2'0 HDPE (n z CONDUIT W/SPECIFIED IRRIGATION CONTROL WIRES NORTH 0 TO STA 109 + 38. TOP OF CONDUIT/SLEEVES SHALL BEA w MINIMUM OF X BELOW FINISHED ROADWAY SURFACE. m 5. DIRECTIONAL DRILL A 2'0 HDPE CONDUIT FROM 1 CONTROLLER IN WEST PARKWAY TO MEDIAN (INSTALL NEW PULLBOX IN MEDIAN). DIRECTIONAL DRILL A 2'0 HDPE CONDUIT FROM MEDIAN TO EAST PARKWAY. PULL IRRIGATION CONTROL WIRES AS SPECIFIED ABOVE. 1 6. PROTECT -IN-PLACE EXISTING IRRIGATION HEADS, MAIN AND LATERAL LINES, APPROXIMATE 18" DEPTH. o ��y CALLOWAY DRIVE 1 1 1 Q Q EXIS77NG MEDIAN ISLAND NEW IRRIGA 77ON CON 7ROL WIRES N 2 0 HDPE SLEEVE �n o " RELOCA 7E QCV VAL VE HERE SEE DETAIL A FOR NEW BORED �4f-E8AI86µF HDPE SLEEVE z �, TO PO/NT OF CONNEC110N AT PAR WAY 1 NEW 2"0 IRR/GA770AI MAIN LINE IN 10 HDPE SLEEVE 1 0) 1 1/2" 3/4" + {� �,� ,� w, ¢¢1 Y4 �� .� 3/4" 3/4" 1/2" 0 CALLOWAY DRI - . - CIL_ EXIS77NG LANDSCAPING � I � rn 0 0 1 1 Q 35'-0" � 35'-0'v EXIS77NG MED/AN ISLAND TO NEXT TREE 1 1 0) it + O UR A la~ 1 640 SF w �U) ww 1,610 JV) 1 _ 0 ---OIL CIL~ CIL Z ._01 COIL -1 APING JCL I N < GLE SIA TRIACANTHOS APPROXIMATE LOCATION VARIETY 1NERMIS EXISTING STAMPED CONCRETE 1 R� MED/AN NOSE z 24" BOX TREES, TICAL AT MOW STRIP 1 01 J SINGLE TRUNK <Z U w LANDSCAPING PLAN QROFESS/ONS ��O OF—AN Rq�� el REGISTERED Cl VIL ENGINEER C 46803 * Exp.6-30-15 Cl TY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF C/ I\- BAKERSFIELD, CA 93301 OF REVISIONS No. DA TE DESCRIPTION 718113 MODIFY DIRECTIONAL DRILL, IRRIGA TION, AND TURF LAYOUT DUE TO FUTURE TURN LANE 2 / / 3 / / 4 IRRIGA TION LEGEND; e RAINBIRD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 180, 1.85 GPM b- RAINBIRD 1806 -PRS BOD Y 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. RAINB/RD 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 CLIA EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK Fad NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. NEW BACKFLOW PREVENTER NEW 2" PVC SCHEDULE 80 GATE VAL VE E NEW IRRIGATION CONTROL WIRE 1 CONTRACTOR SHALL NOT CONNECT TO EX/STING MAINLINE IN CALL OWA Y MEDIAN A T ANY POINT. SEE STA 105+74 ON SHEET 5 FOR NEW POC. CONTRACTOR SHALL PROTECT /N PLACE EXISTING _ MAINLINE, VAL VES, LATER,4L LINES AND SPRINKLER HEADS IN MEDIAN. THIS SHEET Q C_ N'FC � KEYMAP DETAIL 'A " IRRIGATIONAND LANDSr- APING PLANS � a File Nome:Rev-02_T2K239_DES/ l9'rdw09-10P LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K239 Engineer: BM Dote: 3/4/13 Checked By CALL 0WAY DRIVE SOUTH OF OLIVE DRIVE - T2K239 5 OF 12 9 3 N w ry w n z Q 0 m 0 I O J n T rn O I z 0 U w 0 �I N Y N H NI O ry U) c - J I N V N N O N 0 N C7 z w w z z w I 0 0 04 1 O 1 rn 1/2" O ¢LO F_ F_ W 110+00 i" i/2" W W Z W H —OIL 1 TREE BUBBLER VAL VE 1 H 2 1 EXISTING 610 PVC SLEEVE OIL CALLOWAY DRIVE IRRIGATION PLAN I SCALE. 1"-_10, GLEDITSIA TRIACANTHOS VARIETY INERMIS 5 - 24" BOX TREES, SINGLE TRUNK LANDSCAPING PLAN MEDIAN'FC 11 �OIL EXISTING MEDIAN ISLAND i ,4/2" + 1 FF-- �- 1/2" W I= W W 1 �W —OIL -1 !"D,, 1 lw ITI-fil 11%1 - EXISTING STAMPED CONCRETE TYPICAL AT MOW STRIP 1 E ' 1 � + Q� W IV) W W Z W J V) U Q -OIL-1 1 Q�OFESS/0Nq io AN R �. fn °A., REGISTERED CIVIL ENGINEER C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF 0���� BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIPTION 7 /8/ 13 MODIFY DIRECTIONAL DRILL, IRRIGA TION, AND TURF LAYOUT DUE TO FUTURE TURN LANE 271 / / 371 / / IRRIGA TION LEGEND: e RAINBIRD 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. t RAINBIRD RWS-B-1402 BUBBLER .5, 30 PSI, 0.50 GPM �.J 2 BUBBLERS PER TREE ® RAINBIRD 100 & 150 PRS SERIES IRRIGA TION VAL VE - 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 MAINLINE CLASS 200 PVC LATERAL PIPE SLEEVES TWO TIMES DIA OF IRRIGATION LINE SIZE CLK, EXISTING IRRIGATION CONTROL CLOCK CLK NEW IRRIGATION CONTROL CLOCK p NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECTION (POC) B.F.P. NEW BACKFLOW PREVENTER E NEW IRRIGATION CONTROL WIRE 'I CONTRACTOR SHALL NOT CONNECT TO EXISTING MAINLINE IN CALLOWAYMEDIANATANYPOINT. SEE STA 105+74 ON SHEET 5 FOR NEW POC. CONTRACTOR SHALL PROTECT IN PLACE EXISTING MAINLINE, VALVES, LATERAL LINES AND SPRINKLER HEADS IN MEDIAN. Q 3 KEY MAP /RR/GA TION AND LANDSCOAMANPING PLANS o7 570 P9P File Nome: Rev-02—T2K239 DES/ D'rdw09-10P LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K239 En gin eer- DH Date: 3/4/13 checked By. CALLOWAY DRIVE SOUTH OF OLIVE DRIVE — T2K239 6 OF 12 U 1 2 3 1 CUL VERT VERIFY CAL L O WA Y DRIVE ( EXISTING MED/AN ISLAND N CUL VER BELOW `l' 1 3/4" 3/4" 1/2"/2" �� 3/4" 1/2Lu" —_��- 1 —— _____ --_® — — — — — - ® _-------------�— -- ------%-------®�- ®®��� ---- --- —— —— co err < fill[[ 111111 111111 IIITII 111111 1 1111 [11111 11 1 rr m - -- m �a-- 1/2 1/2'► 00 U - rr 3/4 Llj w — i/2" �/2 11 + 0 �' _ i/2" — i/2" r, Ril 114+00 14L Z Z LLJ Q o _, W 1 2" acv /2" I-- 1 U cn Qcv 1/2" 2' "" 1 V) EXIS17NG MOW RAMP Q 314"" - 1/2" 1 E 1 rr —OIL—, ...........OIL . —01 01 01 ----0(L D 1 " NOT INSTAL B 1„ GPM 1 PS D/AL ON 14.72 1 NEW 2 "� IRR/GA 1TON MAINLINE /N 4 "0 SC 0 SLEEVE. lS VAL VE 2.0 1 LA WN HEAD r GPM NEW IRR/GA TION CONTROL WIRES IN 2 "0 SC 40 CONDUIT GPM L VE CHANGE HEADA TO 1806 SAM PRS 1 LA WN HEAD NEW 1 "0 IRRIGA TION LA 1ERAL IN 270 SCH 40 SLEEVE. TREE BUBBLER BODY HE- VAN NOZ 15' & 12' FIELD �' VAL VE BELOW H DSCAP AREA. VALVE ADJUST FOR FULL COVERAGE n n n �� .. w i 0 C6 n z .+ c� w �i QLLI co N N �W NI U) 0 Lv JN / C _. U C Q) Q cn I N Y N N O N IRRIGATION PLAN OIL_OIL. • OIL . EXISTING STAMPED CONCREE TYPICAL AT MOW SNIP & MEDIAN ENDS INSTALL 3 EXTRA IRRIGATION CONTROL WIRES 1 & ONE COMMON WIRE A T /RRIG. CONTROL BOX SCALE: 1`-10' CALL OWA Y DRIVE o 17'-0"f 33' 0" 13' 0"f 1 N EXISTING MEDIAN ISLAND n � 1 z0 _ _ _ _ _ _ _ —— __ _ _ _ _ -- -- -- —. � ----- TUR AR 1078 SF co~ 113+00 + 114+00 z z W —OIL 1 1 LANDSCAPING PLAN N C� Z_ w zMEDIAN 1C z w CITY OF BAKERSFIELD, CALIFORNIA File Name.• Re v— 02— T2K PUBLIC WORKS DEPARTMENT Job No.: T2K239 Date: 3/4/13 I COIL IL EXISTING STAMPED CONCRETE TYPICAL AT MOW STRIP & MEDIAN ENDS Q urdW09-1DP Engineer- BM Checked By Q,OFESS/ON F� DEANCID rn q� REGISTERED CIVIL ENGINEER C 46803 70 * Exp. 6--30-15 y� Cl TY OF BAKERSFIELD 1501 TRUXTUN A VENUE -V C1v�L BAKERSFIELD, CA 93,301 OF CN - REVISIONS No. DA TE DESCRIPTION MODIFY DIREC710NAL DRILL, IRRIGA TION, AND IT 1 7 /8 / 13 TURF LAYOUT DUE TO FUTURE TURN LANE 2 / / 3 / / IRRIGA TION LEGEND: e RAINBIRD 1806 -PRS BODYHE-VAN NOZ 15',30 PSI, 180, 1.85 GPM (� RAINBIRD 1806 -PRS BOD Y 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-1402 BUBBLER .5; 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE ® RAINBIRD 100 & 150 PRS SERIES IRRIGATION VALVE - TYPICAL R4/NBIRD 44 -LRC 1 " (6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VA VE (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 p NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECT/ON (POC) B.F.P. NEW BACKFLOW PREVENTER E NEW IRRIGATION CONTROL WIRE J V 1 CONTRACTOR SHALL NOT CONNECT TO EXIST/NG MAINLINE /N CALL OWA Y MEDIAN A T ANY POINT. SEE STA 105+74 ON SHEET 5 FOR NEW POC. CONTRACTOR SHALL PROTECT /N PLACE EXIST/NG MAINLINE, VALVES, LATERAL LINES AND SPRINKLER HEADS /N MEDIAN. IRRIGATIONAND KEY MAP LANDSCAPING PLANS / 5- o? 5;5 oxo LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET NO. CALL 0WAY DRIVE SOUTH OF OLIVE DRIVE - T2K239 7 OF 72 O 1 2 3 N w LAl7FRAL INE -FIELD VERIFY Q EXISTING MEDIAN ISLAND 0 NEW L 196A 7711A 1 m 1 O ` 00 n :: OLIVE DR 0 N 11 Q O � Cp � " � � BORED "0 POL METHYLENE (HDPE) 6'iffOE wco Q Cl) CONDUIT TO NEW PULLBOX /N MEDIAN (62 LF) ti � O OLIVE DR O 1 00 z EXIS77NG CURB Ute-, & GUTTER w 0 i Y EXIS N$iDEST�Azi " POWER " I 01 +1 . O SCALE: l`_10' ate- �- tn 1 w I V) w ui 1 TREE BUBBLER 1 APPROXIMATE LOCATION LLJ OLIVE DRIVE VAL VEIN �,- CULVERT \ �� 1 OFU77JOTHERS RE 7URN LANE = 1 DO NOT INSTALL PRS `�� D/AL ON THIS I/AL VE GPM (VERIFY) �� EXISTING MEDIAN ISLAND NEW 2"0 IRRIGATION MAIN LINE` e8 Q 1 \ � -- m 1 END MA IN LINE END LA TERAL �O 1gig-- AT A T IRR/G. BOX /NE 0 1/2" 3/4" 1„ �„ 1/4" 1„ 1„ 3/4” 1/2" - e_ - - -- _ - - 1 1/4,, 1 114 3/4" ►' - - 33� 112 103+00 \-1121 - 1/2 _ - I 1114 -- �1„ 1 1 1/4" - --=. -- -® --- i� --�_..-. ----- � � __.-_--�_ - � � o � _ 1 114 1/2„ 3/4 1 1/2” 1 „ 1 „ 3/4" 1/2" END IRR/GA TION 0.1 NEW IRRIGA 77ON CONTROL WIRES /N +*2"0 PVC CONDUIT (590 LF) 1 CONTROL WIRES RES 1 N / 1 WITH PULLBOX SPACED AT 300 FEET MAX/MUM. 1 O 22,2 HEA SEE DETAIL A BELOW FOR POC AT PARKWAY 1 M INSTALL 4-0 SCH 40 PVC SLEEVE & 2"SCH T_ Z VA (NO TE' 18" DEPTH, PROTECT -IN-PLACE EXIS77NG IRRIGA 77ON 1 112 LAWN HEAD 40 PVC SLEEVE BELOW HAROSCAPE. Q O HEADS AND LA TERAL LINES) G29.6 PM VAL VEU U) 1Ld 1 Z EXIS77NG SIDEWALK Q) EXIS77NG IRRIG, MAIN LINE- VERIF cn J — OCt m ct l N EXIS77NG j CMU WALL N O N O o CONTROL CLOCK cl� CO co '� DETAIL "A" EXIS77NG GAS LINE IN7ERCEPT EXISANG GV IRRIG, MAIN LINE POC ~�- w z �. - 0 z Li G L z 0 m NEW 2"0 SCH 80 IRRIGA 77ON MAIN LINE IN NEW 4"0 BORED HDPE SLEEVE (62 LF) NEW LANDSCAPING Q Q 3'--0'f 36'-0" v' Iti IRRIGATION PLAN 11 + G 1 AP OX/MA 7E LOCA 77ON o OLIVE DRIVE CURYT �� 1OF FUTURE ]URN LAN 1 Q (VERIFY) `� BY OTHERS 36'-0" EXIS17NG MED/AN ISLAND EXIS77NG LANDSCAPING NEW LANDSCAPING CITY OF BAKERSFIELD, CALIFORNIA THIS SHEET Ilk, %,' fi&�MN � R& P, , AN I ra , 0 *A* a LANDSCAPING PLAN N FJ, I MEDIAN'D 11 PUBLIC WORKS DEPARTMENT File Name.• Rev -02_ T2K239. Job No.: T2K239 Date: 3/4/13 Ordw09-1DP Engineer: BM Checked By KEY MAP QRpFESS/ON pEAN R,y F� f f f C")��. �� G� REGISTERED CIVIL ENG/NEER Lu C 46803 m * Exp. 6-30-15 Cl TY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF CIT BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 1 7 /8 / 13 MODIFY DIRECTIONAL DRILL, IRRIGA TION, AND TURF LAYOUT DUE TO FUTURE TURN LANE 2 / / 3 / / OR= IRRIGA TION LEGEND: e RAINB/RD 1806 -PRS BODY HE -VAN NOZ 15',30 PSI, 180, 1.85 GPM (� RAINBIRD 1806 -PRS BODYHE-VAN NOZ 15',30 PSI, 90, 0.92 GPM •. RAINBIRD RWS-B-1402 BUBBLER .5, 30 PSI, 0.50 GPM 2 BUBBLERS PER TREE ® RAINBIRD 100 & 150 PRS SER/ES IRRIGATION VALVE - TYPICAL RAINBIRD 44 -LRC 1 " (6") 2 PIECE BODY YELLOW CAP QUICK COUPLER VALVE (QCV) NEW IRRIGATION MAIN LINE AS REQUIRED - MATCH EXIST/NG 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 p NEW POWER PEDESTAL & METER PB NEW PULLBOX e POINT OF CONNECTION (POC) 21 B.F.P. NEW BACKFLOW PREVENTER NEW 2" PVC SCHEDULE 80 GATE VALVE E NEW IRRIGATION CONTROL WIRE � IRR/CATION AND LANDSCOPIAMSPING PLANS Y_ 1259 ph� I J -P 0 LANDSCAPE IMPROVEMENTS TO EXISTING MED/AN ISLANDS -PHASE 2 SHEET N0. OLIVE DRIVE WEST OF GALLOWAY DRIVE-T2K239 8 of 12 TT 2 1 3 N W W a- m m D W F- O J W I O 1 Lu z CD w 0 I n N V N F- I N O I Q) C- 0 0 J n I 6) N Y N F- N O N I r -- O N CD Z_ W W Z_ C� Z W I 0 0 J / \0 File Name: Rev-02_T2K239_DESI Engin 9-10P LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET N0. ClT Y OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K239 Engineer. BM Date: 3/4/13 Checked By. OLIVE DRIVE WEST OF CALLOWAY DR/VE - T2K239 9 OF 12 0 1 2 3 • HOTS H NOTES. 10 30 1 1. USE T Ela PIPE ON ALL TREADED XINTS FOR awaLlm �f o 2. ALL RISERS AND NIPPIM SHALL. BE WN. $O PVC: ALL PLTT6N&3 ALL ELECTRICAL HIRING AND MLAii'R LINES SHALL 1E INSTALLED 25' SHALL BE SOH. 40 PVC, FOWE 4 5, AL LATERALS SHALL BE CLASS 200 ?Vr, OR AS Hi AIRED ON PLANS, 0 FLEIc Nr (rVr) 4. WEEN IRRIGATION HEADS ARE INSTALLED WITHIN EMikSANIGMENtS Ptd. (5T) OR A DRAIN VALVE OR CHECK VALVE IS RFCIIIRF:O To PREVENT ERDNO K 'Tet (T) CHHECK VALVES AND DRAIN VALVES SHALL BE INSTALLED AT LOCATTONS LATE nhAL LINE N AS PRESCRIBED BY THE SPECIFIED CANVITIONS AND SHALL BE %,� °.t brae"^ APPROVED BY THE RECREATION AND PARKS DIRECTOR PRIOR TO )LEPR15HRll5 SPRAY t IEACD PLACEMENT AND USE. COM CABLE WEAR THE MAIN LINE AT A 4 O°CLOCK POSITION. 5. ALL POP LII' HEADS SHALT. BE 20' (DW FROM CONCRETE INSTALL TOP OF E Ev 0.25' AND ASPHALT AREAS. ALL LARGE RADRIS IRRIGATION HEADS (PART (6 -%TW AWVE Ps. FOR F;tU51t� CIRCLE) SEAL DE 4,0' (LOO'M) FROM COMM AND ASPHALT . PART MIZAE AIV 4A' E Naw FOR KILL QRCLE. AREAS, IEI6HT OF POP LP HEAD5 SHALL LE AS FOLLOH5:. 4. ALL PJC, SOLVENT f" SHALL. ISE •III (PRIMER 15 6040.15W FOR LAM AREAS REWIRED ON MAIN LINE ONLY), to (0-v FOR SHIM S. LANDSCAPE ANP IRRIGATION IMPROVEMENTS WITHIN THE If (02% FOR BRa W COVERS SDH. &? PJG RIFFLE (Tlq yE' 6. WERE PART CIRCLE IRRIGATION HEADS ARE ADJACENT To A BULDIN& STREET PERMIT. CHECK WITH QTY ENGINEERING DEPARTMERr WALL, LOCATE HEADS MIL 4' AO OAW FROM FACE OF i UIU71W WALL TO Q. TRIPLE 5YfIN6.S�INf BACK OF LRRIBATION HEAD. - .�,`, � ` 1, TRIPPLE SMIN& JOINT SHALT° OF RNINSIRD SA SERFS OR APPROVED E WA- LATFREAL LINE - ° 8 ANY AND ALL CHARGES FROM THIS STAVARD DETAIL. SHEET 514AL ' 4 BY APPROVED BY THE RECREATION AND PARKS DIRECTOR, i ARSE RADIUS HES (Bottom Mounted), 01. SEE APPROVED LAKWAMRi15AMON PLANS AND L� T ALL IRRIGATION LATERAL LINES SHALL BE CLASS 200 PVC. FOR SPECIFIC MODEL NIMM SIZE, QUANTITY, MANWACT M;*, IF A LATERAL. LINE 15 LOCATEO UNVER A HARD SLRFACE AND PERFORMANCE RE>'dI1REMENTS. ' FINISH�SRADE- S+ FOR SM $, WHEN THERE L$ A CHANGE IN FITTED DIRECTION, ALL IRRIGATION W "— R41N LINES LARGER THAN 20 (`''OrW IN DIAMETER (ARESVII FINISHED GRADE IN Ti)RF AREAS SHNfi . sc HHS PLASTIC ROM VALVE BOX WI T DAWN r' T31(ST) OR GOvTR, USE 5TAINLE5513 LT NUT AND Ak%eR tEAT BRAMU) YatGV' ONTO LID. TET1557) LATERAL' '�.r.r>.gQUICK '' KEY WITH MALE Pka B LINE COI WTT� SHOWN,, KEY MEI CLEAR VALVE BOX BAR" a1 LINE LESS SHALL BE SO ULE 40 PVC. IRRIGATION MAINLINES GREATER (t l -i - FINISHED GRADE IN S ARL46 /-%SYNIN6 PIPE . -� 4' MIN. _: APPROVED EQUAL BY THE RWirATTON AND PARKS DIRECTOR. s FI CLACK C2JPLER VALVE AND PARKS DIRECTOR PRIOR TO IMPLEMENTATION, ION, STAlIi E55 STEL CLAMP It. ALL IRRIGATION INSTALLATION SHALL BE IN ACCORDANCE WITH s'I •T BRICK 5APPORTS scH, e0 Pva 't G NIPPLE(Ttr) '� TRIPLE SHINS JOINT JM�I PLINS LODE, MAN:DFACTDRJIS R15WI ENVATTON5, SECTION 57-13. 6. GAL IR.Amb ° S =•PCCS, TRPIE 5WIN6 JOINT ---- ,x MAINLINE RECREATION AND PARKS DIRECTOR, 14 x 36' R SAR STAKES, 2 REQUREF 12, ALL MATERIAL USED SHALL Be NEW No nee FROM IwERitmTTO�N4S, N X * DIPEGr T TI ON 90 NO* . ` LAT AI LINE LANDSCAPE J'ARIC FOR SPECIFIC MODEL NumDER, SIZE, QUANTITY, MAN. FA CT1AREl% 3/4' ROCK, I aelc FT. 'l UP r2� �_�•� (Bottom Mounted) t+FAR THE HA fN LiHE �, 10' (1 OMWALS, WITHIN IRRIGATION PIP1N& OR CONTROL LIRE TRENCH: CITY OF BAKERSFIELD REVISIONS PO dTl(>it 3 aGLaGK Pas IOK LANDSCAPE AND IRRIGATION .DETAILS FOR CITY OF BAKERSFIELD REVISIONS 6R0NIWTE FACILITY OR APPROVW EQUAL VARIOUS IRRIGATION HEADS DETAILS FOR PIPING, SLIT 8 OF la APPROVED Rcsxxxxx DAT STANDARD PLAN NO. L-8 TYPE M MEDIAN CURB fTYPE M-1, K-2 NOT GONLRETE ALLOWED IN LANU75CAPED BLOCK NALL >�DI ) L8' STAMPED 30 2' FOR BARK HSI CONCRETE (450 ff4 fO.6rs� 1' 0 HYPROSEEP (5EE CITY STANDARD 2% MIN, SLOPE j 1-112 4 50P W L-12) CDD. 24' VARIES - I_ STD. 51-8 (OAW \�° FINi5HED GRADE - SLOPEREMOVE ALL �E R.• 4At ' % EPTH `"'� �`:f�\��r:. ,,\ ""�;� i\y: °'°' •F! MA DEPTH r0 A EPITN FLED IN SPEGINCAT( \' j #LAN V56APE AREA NIOWI STRIP (SEE CITY STAWARD SHEET L -I14 f TAIL 'Ml' , ' SLOPE WITHIN A LANDSCAPE AREA SHALL BE FROM WALL TOWARDS 57RMT WITH 2% MINIRH AND 4:1 MAXIMRiM, ROOT ao" BARRIER ON SIM ONLY D I STREETSC PE STIONRRR ON ACTUVEAbV TYAND PATTo DE APPROVED I MEDIAN SECTION CONCRETE 2we 60NGRETE 4 , BLOCK WAIWAIL (06 MTI .lN BLOCK. WALL * k 2% MIN SLOPE VARIES C.OB. .L foSOr��PEOF F,G. A#iIES5TD.514ARJES-. jOPE %SLOT PLANS FOR *\ %ACKFILLREQUIRE*1 ;r', LANP%AM AREA - SHEET L-11, DETAIL MI h�i'at �l•' a„ ' SLOPE WITHIN A LANDSCAPE AREA SHALL BE FRAM WALL MAMUFALTT> EWATERPROOFING BE APPROVED TOWARDS AM 51R1T WITH 2% MINIMAND 4:(MAXIMT)M, BY RECREATION AND PARKS DIRECTOR NOTE: I. 5111ZEETSGAPE !�)IrG f 10N ONLY ALLOWED WITHIN CORNER MOH II%T LZATIO N5 (1.5.IB) (STANDARD TYPE SIDEWALK)' ( I WATER PR001=1 0 N0TE5: (RAISED N NC �LERS AND 1, PROVIDE POSITIVE DRAINAGE 0%MINIMUM TO 4:1 MAX) IN ALL FILL AREAS, 2, 4O' (2301TW WIDE CONCRETE MOW STRIP 15 R REV FOR ALL I" AREAS ADJACENtT TO PROPOSED OR E)OSTWO WALL PER CITY STANDARD SHEET L -11r DETAIL NL .''i. ALL MATERALS 06W 5HAL K NEW AND FREE FROM 5, WALL WATER PROOFING 15 R>e(UIIIREV PER CITY STANDARD IMPEfiRF€CTIl4N5. SHEET L-11, DETAIL MI 6. IF QIRBIN6 AND OR OM/ATTER FOR LATN;75CAPE CENiT3R M' IAN5 4. ANi' AND ALL OW16M SHALL BE APPROVED BY THE ARE HOT EASTIN5, SEE APPROVED CIVIL ENGINEERING, DRAWIN651 fURF,ATTON AND PARKS DIRECTOR PRIOR TO IM P EM1ENTATION. 1.40(12W. MIN PLANTIN& AREA WIDTH, -CITY OF BAKERSFIELD .REVISIONS LANDSCAPE DETAILS FOR MEDIAN ISLAND PARKWAY, WATERPROOFING PLANTER WALL.,, AND RETAINING WALLS STANDARD PLAN NO. SHT 9_ OF _L- APPROVED RCCXXxxx RATS L-9 4.0'011m) '1P - $. ALL IRRIGATION C*Ml. WIRES (CCH11 . AND COMMON) SHALL, BE 14 6lM UL. SILK STRAND COPPER WIIZ TAPED Atm NOTESs A1t7TE9= L WHEN CROSSING L>N M ROADWAY5 OR ANY OTHER HARD S IMAGE, MWA710H MAINLINE AT THE!!I OtLOGK POSITION, SEE CITY STANDARDS SHEET L-2. ALL ELECTRICAL HIRING AND MLAii'R LINES SHALL 1E INSTALLED 25' I. APPLY SOiL ANENT A5 TM 50IL TEST. (0Y6W DE', IN A SCHEGIA.E 40 PVC SLEEVE, 51 EEVE SHALL. EE 2 FINISHED 6RADE TIMES DIAMETER OF WlIWT / PIPING. ALL ELECTRICAL CONDUIT 2, ALL TNZ» SHALL BE STAKM HM NEVI 20 "01'NIA SHALL 14AVE i' MIN, DIA, FOR 110 VOLTS AND 2' MIN. DIA, FOR LOW o VOLTAGE, SEE CITY STANDARDS SHEET L-5, DETAIL 14.x. u 2, WHERE THE RAIN3(RD MkVWH IRRIGATION SYSTEM 15 WAR Tl£ MAIN Ll- ' FLAGS NwATtON MmOL SPECIFIED, THE MAAUH CABLE NIST NOT COME INTO CONTACT AT THE 4 O'CLOCK 4 N8EtE5 NEAR THE MAIN WITH THE POWER WIFLY OR VALVE WIRING. LOCATE THEMAXI- AM3 TA'ED AT COM CABLE WEAR THE MAIN LINE AT A 4 O°CLOCK POSITION. 1a'(3Or11RERYAL.S; PLASTIC FOLLOWING VALVE BOXES AV LIDS OR APPROVED EWAL° .N, LZATEE'MATTE 9; 3, P MORE THAN ONE LINE IS INSTALLED PIER WO" PROVIDE S OrA K PONI 050.15W HORIZONTAL AND VERTICAL $WWATION o 4. ALL PJC, SOLVENT f" SHALL. ISE •III (PRIMER 15 MAIN LINE REWIRED ON MAIN LINE ONLY), �. S. LANDSCAPE ANP IRRIGATION IMPROVEMENTS WITHIN THE MIM INE COVE, MAN4)FACTURER'S RECOMMENDATIONS, , SECT I NL 20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE RECREATION AN17 PARKS DIRECTOR. DW16ATW 57RM RIGHT'OF-MLAY MAY MVIRE AN OPEN y RIGHT-OF-WAY ONLY STREET PERMIT. CHECK WITH QTY ENGINEERING DEPARTMERr IA (a3Hl FIN a GRADE FOR R4UIREIIIII S. D15TANCE VARIES 6. WARE OPEN STREET CUES ARE RE01RED TO INSTALL VARIOUS °` r�• , IFA&ATTCEN LiNES ANV/ONi WIRES, AL STREET PATCHING WITHIN �, THE CITY RIGHT-OFrKAY SHALL BE IN Af.CMANGE M114 12. SE APPROVED LANDSCAPEARRIBATIOM PLANS AND LEGENDS STANDARD ST -12 OR AS DIRECTED BY THE CITY L=N NEE it FGR L;sR6E . T ALL IRRIGATION LATERAL LINES SHALL BE CLASS 200 PVC. nW HIEAIPS o IF A LATERAL. LINE 15 LOCATEO UNVER A HARD SLRFACE CITY OF BAKERSFIELD SCHEDULE 40 PVC 15 REWREll S+ FOR SM $, WHEN THERE L$ A CHANGE IN FITTED DIRECTION, ALL IRRIGATION W "— R41N LINES LARGER THAN 20 (`''OrW IN DIAMETER (ARESVII LINES) SHALT- BE WITH CONCRETE THiWiST MO%S INs S - TABLETS PER 5 OAL A&A U 6 - TABLETS PFR B 6AL Oh W ACCORDANCE WITH KWACTURES RECr ATION AND , . AS DIRECTED BY THE RECREATION AND PARK$ DIRECTOR A - TABL VS MR 20 (Oh4 BOX SE QTY STANDARD SHIN L-5 FOR THiRLtST BLOCK DETAIL, I STALL ROOTBAS 4. ALL IRRIGATION MAIN.IES 24' 00"W IN DIAMETER AND LINE LESS SHALL BE SO ULE 40 PVC. IRRIGATION MAINLINES GREATER .LATERAL THAN 2A' ($OIwrj IN DIAMETER SHALL BE 117E PJC WHIVU UL.E 40 OR APPROVID BY THE iFbGREAT04 AV PAM DIRECTOR APPROVED EQUAL BY THE RWirATTON AND PARKS DIRECTOR. s 10, ANY ANN17 ALL. CHANGES SH4U BE APPROVED BY THE RECREATION 1 FrrU m SRAflE - IA' (aSrrJ AND PARKS DIRECTOR PRIOR TO IMPLEMENTATION, ION, It. ALL IRRIGATION INSTALLATION SHALL BE IN ACCORDANCE WITH NOTESs CITY 5TAI�ARDS, THE LATEST APPROVED EDITION OF THE CONFORM fox TLRP NEAng o BAGKF9LL NO COMPACT JM�I PLINS LODE, MAN:DFACTDRJIS R15WI ENVATTON5, SECTION 57-13. 6. GAL IR.Amb ° S =•PCCS, 20 OF THE STANDARD 611WIPICAf1M, AND AS DIRECTED BY THE of FOR ' POR SLRFAE TREATMENT' OR RECREATION AND PARKS DIRECTOR, TUB H II a3' (I5st t 12, ALL MATERIAL USED SHALL Be NEW No nee FROM IwERitmTTO�N4S, N X * DIPEGr T TI ON 90 NO* 13, SEE APPROVW LANDSCAPE AND IRRIGATION PLANS AND LEGEhN)S LATH7NAl UNE FOR SPECIFIC MODEL NumDER, SIZE, QUANTITY, MAN. FA CT1AREl% T;, p TRRN&ATTON GOHriRat Attl� PLitFORMAN E REQUIRA'ENNT5HRM IPPR TIE MR MAXlGOMHRM MMM AW TMW AT 14, NO OTHER CO MIT OR PIPING MAY BE ALLOWED t+FAR THE HA fN LiHE �, 10' (1 OMWALS, WITHIN IRRIGATION PIP1N& OR CONTROL LIRE TRENCH: AT TFE a O'CLOCK LGGATE MPT5 AT THE PO dTl(>it 3 aGLaGK Pas IOK MULTIPLE LINE5' 2.51.91EVE SHALL EXTEND IA' (0-% BEYOND HADRBGAPE ON ALL ENDS CITY OF BAKERSFIELD REVISIONS 6R0NIWTE FACILITY OR APPROVW EQUAL BACKFILL DETAILS FOR PIPING, �\ � PREJATLiNS TRENCHING, AND BACKFILL '�� HiNJl7 DIRECTION COt4JUiT 3 PHPIi� MINI DEPARTMENT FOR FOWRIE ENTS, STANDARD 4. YVERE OPEN STREET CUTS ALE REQUIRED TO INSTALL VARIOUS TRM TT PIAN NO. SHT 1 OF 14 `` \ L-2 APPROVED RCC xxXXX DA'Tti TYPE M MEDIAN CURB fTYPE M-1, K-2 NOT GONLRETE ALLOWED IN LANU75CAPED BLOCK NALL >�DI ) L8' STAMPED 30 2' FOR BARK HSI CONCRETE (450 ff4 fO.6rs� 1' 0 HYPROSEEP (5EE CITY STANDARD 2% MIN, SLOPE j 1-112 4 50P W L-12) CDD. 24' VARIES - I_ STD. 51-8 (OAW \�° FINi5HED GRADE - SLOPEREMOVE ALL �E R.• 4At ' % EPTH `"'� �`:f�\��r:. ,,\ ""�;� i\y: °'°' •F! MA DEPTH r0 A EPITN FLED IN SPEGINCAT( \' j #LAN V56APE AREA NIOWI STRIP (SEE CITY STAWARD SHEET L -I14 f TAIL 'Ml' , ' SLOPE WITHIN A LANDSCAPE AREA SHALL BE FROM WALL TOWARDS 57RMT WITH 2% MINIRH AND 4:1 MAXIMRiM, ROOT ao" BARRIER ON SIM ONLY D I STREETSC PE STIONRRR ON ACTUVEAbV TYAND PATTo DE APPROVED I MEDIAN SECTION CONCRETE 2we 60NGRETE 4 , BLOCK WAIWAIL (06 MTI .lN BLOCK. WALL * k 2% MIN SLOPE VARIES C.OB. .L foSOr��PEOF F,G. A#iIES5TD.514ARJES-. jOPE %SLOT PLANS FOR *\ %ACKFILLREQUIRE*1 ;r', LANP%AM AREA - SHEET L-11, DETAIL MI h�i'at �l•' a„ ' SLOPE WITHIN A LANDSCAPE AREA SHALL BE FRAM WALL MAMUFALTT> EWATERPROOFING BE APPROVED TOWARDS AM 51R1T WITH 2% MINIMAND 4:(MAXIMT)M, BY RECREATION AND PARKS DIRECTOR NOTE: I. 5111ZEETSGAPE !�)IrG f 10N ONLY ALLOWED WITHIN CORNER MOH II%T LZATIO N5 (1.5.IB) (STANDARD TYPE SIDEWALK)' ( I WATER PR001=1 0 N0TE5: (RAISED N NC �LERS AND 1, PROVIDE POSITIVE DRAINAGE 0%MINIMUM TO 4:1 MAX) IN ALL FILL AREAS, 2, 4O' (2301TW WIDE CONCRETE MOW STRIP 15 R REV FOR ALL I" AREAS ADJACENtT TO PROPOSED OR E)OSTWO WALL PER CITY STANDARD SHEET L -11r DETAIL NL .''i. ALL MATERALS 06W 5HAL K NEW AND FREE FROM 5, WALL WATER PROOFING 15 R>e(UIIIREV PER CITY STANDARD IMPEfiRF€CTIl4N5. SHEET L-11, DETAIL MI 6. IF QIRBIN6 AND OR OM/ATTER FOR LATN;75CAPE CENiT3R M' IAN5 4. ANi' AND ALL OW16M SHALL BE APPROVED BY THE ARE HOT EASTIN5, SEE APPROVED CIVIL ENGINEERING, DRAWIN651 fURF,ATTON AND PARKS DIRECTOR PRIOR TO IM P EM1ENTATION. 1.40(12W. MIN PLANTIN& AREA WIDTH, -CITY OF BAKERSFIELD .REVISIONS LANDSCAPE DETAILS FOR MEDIAN ISLAND PARKWAY, WATERPROOFING PLANTER WALL.,, AND RETAINING WALLS STANDARD PLAN NO. SHT 9_ OF _L- APPROVED RCCXXxxx RATS L-9 4.0'011m) '1P - $. ALL IRRIGATION C*Ml. WIRES (CCH11 . AND COMMON) SHALL, BE 14 6lM UL. SILK STRAND COPPER WIIZ TAPED Atm o � A1t7TE9= NOS: MWA710H MAINLINE AT THE!!I OtLOGK POSITION, SEE CITY STANDARDS SHEET L-2. 1. USE TEFLON ON ALL THS JOINTS, I. APPLY SOiL ANENT A5 TM 50IL TEST. FINISHED 6RADE 1 ALL NIPPLES SHALL W :IQED4i.E 80 PJC. ALL PITTINGS 2, ALL TNZ» SHALL BE STAKM HM NEVI 20 "01'NIA IR.aI. B I'l. BAKEERSFIELD, CA 93301 MT:551M TWAIM) f O *E POLE PINE. HV411& NT1R5F.RY 5, ALL IRRIGATION CONTROL VALVES SHALL BE PLACED IN A COHORTS No. IRRIGATION{ CONTROL VALVE BOX WITH VALVE ID TAG. THE TOP OF Tim STAKM FROH ALL PLANT MATERIAL DWVlEXW W THE "40,ECT SITE AHD INSTALL NEW TIME 5TAKM THE VALVE BOX SHALL BE 2.ON H 51 FINISW GRADE IN NRF CONTP.OL VALVES (CENTERL°IME TO GENTERiW WHEN MORE THAN p 3. C40WTRZT MOD AS RErAI FW To SWAE PLANTS STABHLITY PLASTIC FOLLOWING VALVE BOXES AV LIDS OR APPROVED EWAL° MUST SE ABLE TO REPLACE VALVE WITI4pIfT CUTTTNG ARE DEEMED ACCEPTABLE, ATIt" DEViAT40N FOR THE; ACCEPTED BOXES ( AND LIDS 8a4H MUST BE APPROVED BY THE FX44RFATiON ANSI PARKS DIRECTOR, o 4. ARBOR TiM 6UAR3 OR APPROVED MM IS REONULRFA AROM 4. ALL iRRIGATiONN INSTALLATIONS SHALL IE IN ACCORDANCE WITH ct PLANTER ROAPWAY ! HARV5CAPE : MIM INE COVE, MAN4)FACTURER'S RECOMMENDATIONS, , SECT I NL 20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE RECREATION AN17 PARKS DIRECTOR. WIRE FULL VOXr NM "9 O W -MES 15'X20' .ARCO y RIGHT-OF-WAY ONLY 5. ROOT GUARD SUBLET 15 R501 -RED 40 THE TREE TRW 15 b. ALL MATERIALS USL17 SHALL BE NEW AND PREF FROM DEFECTS. 4 INSTALLATION OF EKIRA IRRIGATION CONTROL WIRE FROM D15TANCE VARIES SLEEVE AND PARKS DIRECTOR PRIOR TO IMPLEMENNTATIOL n R16HT-GtF44AY LITE 12. SE APPROVED LANDSCAPEARRIBATIOM PLANS AND LEGENDS 42PERATE VALVES. (OLE COLOR FOR ALL VALVE WIRES 4 ONE COLOR FIS, CONiXAT f PIPING ANN7 PERF!)FIMANGE REf ILREM Lig. CITY OF BAKERSFIELD `BA.CKFILL 10 PLAN VI \j H - TABLET PER I OAL (3,14 L) FINISHED S - TABLETS PER 5 OAL A&A U 6 - TABLETS PFR B 6AL Oh W GRADE ELECTRICAL CONDUIT A - TABL VS MR 20 (Oh4 BOX k20ADWAYIHARI>aCA I STALL ROOTBAS { . �%f� `/ 1. ANY ANE? ALL 01I FROM THIS $TANKARD SHALL BE PANELS Pm aRRLTfi L-6 APPROVID BY THE iFbGREAT04 AV PAM DIRECTOR DATE. s , PLANTiNS TABLETS Q ALL LAPNG°GAPE €NSTALLATTCk! SHALL BE 1N A444ROANCE WITH SPECIFICATIONS 5\ NOTESs 20 OF THE STANDARD SPECIFICATIONS, H. WEN GROSSING UNDER ROADWAYS OR ANY OTHER HARD WRFAM HI M;Mr; PLANS INITHI Igo 4. ALL MATERIAL MW SHUNN, BE NII AW "a FROM IMPMMTTONS> ALL ELECTRICAL WiRIN6 AND WATER LINES SIAL BE INSTALLED 25' (0: WO DEER', IN A 56:HEDULE 40 PVG SLEEVE. SLEEVE 5HA1L BE 2 71M 1. SHE APPIWVL9? LMWAPP1 W&ATiOH PLANS FOR O DIAMETER OF COMXiT / PIPING, ALL ELECTRICAL 00"T SHALL HAVE SHECm Mom NLt�Ra�, SIM MANIPA wxm ALS iv I" MIN. DLA, FOR 110 VOLTS ANN) T MIO. DIA, FOR LOW VOLTAGE. 11, ADD 2' OP VOA" CANT kOW 60 HATE M FROM CLTY5 2.51.91EVE SHALL EXTEND IA' (0-% BEYOND HADRBGAPE ON ALL ENDS � 6R0NIWTE FACILITY OR APPROVW EQUAL BACKFILL 9, IM P R01EHEiNTa WITHIN THE DEDiCATE7 SiRM R1G4T-OP-HAY • �\ � PREJATLiNS MAY R IRE AN OPEN STREET PERMIT. CI4 r4K WITH QTY '�� HiNJl7 DIRECTION COt4JUiT 3 PHPIi� MINI DEPARTMENT FOR FOWRIE ENTS, 4. YVERE OPEN STREET CUTS ALE REQUIRED TO INSTALL VARIOUS TRM TT r N IRRIGATION LINES ANDiOR WIRE$, ALL STREET PAT0186 WITHIN `` \ THE CITY RIGHT-OF-WAY SHALL BE IN Ar.,CORNtiAN:E M#TH CITY C� STANDARD ST -12 OR AS DIRECTED BY THE C41Y ENGINEER. S. ANY NO ALL. C.HHANiSM SHALL BE N'PWOAD 13Y THE RECREAIICKN l f - AND PARKS DIRECTOR PRIOR To IFPLEMENTATIOK 6. ALL ELECTRICAL INSTALLATION SHALL M IN ACMANCE NTH (SEE HATE #2 At* DETAIL .A) CITY STANDARM KWACi11RERS R150MM ENDATION5, SECTION q TRW GUARD .20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE RECiREA11ON AND PARKS DIRECTOR, W+ATT3R 1, ALL MATERIAL USED SHALL DIE NEW ANiD FREE FROM IMPERFECTIONS, -NEATER BASIN 406m $. All ELECTRICAL INSTALAT1Ol5 WITHIN PARKS OR 4,0' BERM PARKWAYS SHALL BE INSPECTED BY P(;BLIC WORKS EILETRICAL SUPERVISOR. iet 4. NO OTHER CO MIT OR PIPING MAY BE ALLOWED WITHIN ELECTRICAL OR CONTROL LINE TRFINCN, GROHH OF TREE TO BE O5' (Is W ABOVE F6 CITY OF BAKERSFIELD DETAILS FOR ELECTRICAL CONDUYF TRENCHING, SLEEVING, AND BACKFILL sHT ._.>I OF _ APPROVED RCB xxxxx DATE REVISIONS I STANDARD PLAN NO. L-3 LHlDt5TURDW SOIL� i. 2x H411THi I ?x NiDTH f RAOIBALI. i OF ROaTBA11 Ki TY'PIGAL SHRUB II ST>A INN SAIL i-L6NTTTi6 DETAIL CITY' OF BAKERSFIELDREVISIONS DETAIL FOR TREE AND SHRUB PLANTING "` STANDARD PLAN NO. a: T in iAnn I ............... „,..•. TOP OF VALVE BOX 2S' (03W TEE (SST) MAiN (SEE NOTE M3 ON 0R ELI (ST) PXPAMT310N LOOP LINE THIS SHEi i FOR ALL K 51 FINISHED GRADE CON ;v yRE REZILLW ARE COMMONI 51 FEMALE KRIS SCHEMILE b0 It '-A l PVC - 4A' fA PAST HIPPIE (TT) ;. ELL 4 ADD THREADED UNiCtF1 SCHEDULE 60l' SEE DETAIL 'A' (PLAN VIEW 15 FOR VALVE NiPPLE (T/T) THIS SHEET INSTALLATION - DETAIL V) MAIN0 ''LAN YIE LINE �l .,......I � M,N REMOTE CONTROL YAL4a $. ALL IRRIGATION C*Ml. WIRES (CCH11 . AND COMMON) SHALL, BE 14 6lM UL. SILK STRAND COPPER WIIZ TAPED Atm o � A1t7TE9= NOS: MWA710H MAINLINE AT THE!!I OtLOGK POSITION, SEE CITY STANDARDS SHEET L-2. 1. USE TEFLON ON ALL THS JOINTS, I. APPLY SOiL ANENT A5 TM 50IL TEST. BY THE RECREATION AND PARKS DIRECTOR, SPLICES WILL NOT 1 ALL NIPPLES SHALL W :IQED4i.E 80 PJC. ALL PITTINGS 2, ALL TNZ» SHALL BE STAKM HM NEVI 20 "01'NIA SHALT. BE SQ41871A 9 40 M. PARKS ViRECTOK THE APPROVED SPL ICa WILL RMIRE THE BAKEERSFIELD, CA 93301 MT:551M TWAIM) f O *E POLE PINE. HV411& NT1R5F.RY 5, ALL IRRIGATION CONTROL VALVES SHALL BE PLACED IN A COHORTS No. IRRIGATION{ CONTROL VALVE BOX WITH VALVE ID TAG. THE TOP OF Tim STAKM FROH ALL PLANT MATERIAL DWVlEXW W THE "40,ECT SITE AHD INSTALL NEW TIME 5TAKM THE VALVE BOX SHALL BE 2.ON H 51 FINISW GRADE IN NRF CONTP.OL VALVES (CENTERL°IME TO GENTERiW WHEN MORE THAN p 3. C40WTRZT MOD AS RErAI FW To SWAE PLANTS STABHLITY PLASTIC FOLLOWING VALVE BOXES AV LIDS OR APPROVED EWAL° MUST SE ABLE TO REPLACE VALVE WITI4pIfT CUTTTNG ARE DEEMED ACCEPTABLE, ATIt" DEViAT40N FOR THE; ACCEPTED BOXES MRS CONSTRr)CTiON INSTALLATION, AND LIDS 8a4H MUST BE APPROVED BY THE FX44RFATiON ANSI PARKS DIRECTOR, INSTALL TREES ALMS 4. ARBOR TiM 6UAR3 OR APPROVED MM IS REONULRFA AROM 4. ALL iRRIGATiONN INSTALLATIONS SHALL IE IN ACCORDANCE WITH ct PLANTER a �, ALL TFa5 PLWW iN LAM AWAS. MIM INE COVE, MAN4)FACTURER'S RECOMMENDATIONS, , SECT I NL 20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE RECREATION AN17 PARKS DIRECTOR. WIRE FULL VOXr NM "9 O W -MES 15'X20' .ARCO 1 1 REGa11t 7 a 5. ROOT GUARD SUBLET 15 R501 -RED 40 THE TREE TRW 15 b. ALL MATERIALS USL17 SHALL BE NEW AND PREF FROM DEFECTS. 4 INSTALLATION OF EKIRA IRRIGATION CONTROL WIRE FROM D15TANCE VARIES 50 fl-rv) OR LESS FROM ANY HARD SURFACE. PLACE W4WATR AND PARKS DIRECTOR PRIOR TO IMPLEMENNTATIOL i EMIRED FOR EACH MANIFOLD 0A4U OF VALVES). EXTRA PARALLEL. ALONE THE EZE OF HAFV WWAON;. 12. SE APPROVED LANDSCAPEARRIBATIOM PLANS AND LEGENDS 42PERATE VALVES. (OLE COLOR FOR ALL VALVE WIRES 4 ONE COLOR FIS, 6. Pi.ANRTM TABLET SHALL BE PLAM IV (SOW BELOW ANN7 PERF!)FIMANGE REf ILREM Lig. CITY OF BAKERSFIELD PR#SHW 6RAG£ NEAR ROOT" FMVATION AS POl tiN % DETAILS FOR REMOTE CONTROL H - TABLET PER I OAL (3,14 L) a S - TABLETS PER 5 OAL A&A U 6 - TABLETS PFR B 6AL Oh W �?T-BOL A - TABL VS MR 20 (Oh4 BOX I STALL ROOTBAS { . �%f� `/ 1. ANY ANE? ALL 01I FROM THIS $TANKARD SHALL BE PANELS Pm aRRLTfi L-6 APPROVID BY THE iFbGREAT04 AV PAM DIRECTOR DATE. MMN)FACTUM'a , PLANTiNS TABLETS Q ALL LAPNG°GAPE €NSTALLATTCk! SHALL BE 1N A444ROANCE WITH SPECIFICATIONS x (`Sm NOTE 6) w VTY STAN DARDS, MWN,r`ACIAM`5 FE504MATM NO SECTION 20 OF THE STANDARD SPECIFICATIONS, HI M;Mr; PLANS INITHI Igo 4. ALL MATERIAL MW SHUNN, BE NII AW "a FROM IMPMMTTONS> 1. SHE APPIWVL9? LMWAPP1 W&ATiOH PLANS FOR SHECm Mom NLt�Ra�, SIM MANIPA wxm ALS FBQFORMwce RG Ra4m, 11, ADD 2' OP VOA" CANT kOW 60 HATE M FROM CLTY5 6R0NIWTE FACILITY OR APPROVW EQUAL • �\ � PREJATLiNS '�� HiNJl7 DIRECTION x TRM TT TREE 9TAKKM HY2ML^QL IBES TiE W2494 0,RAPPRCNET7 5PFORT EQUAL, 2 TiES PER STAKE, 0 TiES AS NEEDED) Ii STAKE LOGATlt2M - STAIE15) (SEE HATE #2 At* DETAIL .A) q TRW GUARD � SP68 FUR TURF ORLY W+ATT3R F,6. -NEATER BASIN 406m 4,0' BERM F6. 000 OW iet GROHH OF TREE TO BE O5' (Is W ABOVE F6 P",7mN6 TABLETS a (� p' PLANTING TABLET'S ) (SEE NOTE MS) LHlDt5TURDW SOIL� i. 2x H411THi I ?x NiDTH f RAOIBALI. i OF ROaTBA11 Ki TY'PIGAL SHRUB II ST>A INN SAIL i-L6NTTTi6 DETAIL CITY' OF BAKERSFIELDREVISIONS DETAIL FOR TREE AND SHRUB PLANTING "` STANDARD PLAN NO. a: T in iAnn I ............... „,..•. TOP OF VALVE BOX 2S' (03W TEE (SST) MAiN (SEE NOTE M3 ON 0R ELI (ST) PXPAMT310N LOOP LINE THIS SHEi i FOR ALL K 51 FINISHED GRADE CON ;v yRE REZILLW ARE COMMONI 51 FEMALE KRIS SCHEMILE b0 It '-A l PVC - 4A' fA PAST HIPPIE (TT) ;. ELL 4 ADD THREADED UNiCtF1 SCHEDULE 60l' SEE DETAIL 'A' (PLAN VIEW 15 FOR VALVE NiPPLE (T/T) THIS SHEET INSTALLATION - DETAIL V) MAIN0 ''LAN YIE LINE �l .,......I � M,N REMOTE CONTROL YAL4a $. ALL IRRIGATION C*Ml. WIRES (CCH11 . AND COMMON) SHALL, BE 14 6lM UL. SILK STRAND COPPER WIIZ TAPED Atm EMM AT 10' OON INTERVALS AND PLACED GEAR THE NOS: MWA710H MAINLINE AT THE!!I OtLOGK POSITION, SEE CITY STANDARDS SHEET L-2. 1. USE TEFLON ON ALL THS JOINTS, b. ALL MIRE CONNECTIONS SHALL BE WAIEWROOF AND APPROVED BY THE RECREATION AND PARKS DIRECTOR, SPLICES WILL NOT 1 ALL NIPPLES SHALL W :IQED4i.E 80 PJC. ALL PITTINGS BE ALLOWED LINLESS APPROVED BY THE RECREATION AND SHALT. BE SQ41871A 9 40 M. PARKS ViRECTOK THE APPROVED SPL ICa WILL RMIRE THE BAKEERSFIELD, CA 93301 USE OF A SPLICE BOX 5, ALL IRRIGATION CONTROL VALVES SHALL BE PLACED IN A COHORTS No. IRRIGATION{ CONTROL VALVE BOX WITH VALVE ID TAG. THE TOP OF 1. MANTARN 20 (0" SEPARATION BETWE'E{ REMOTE THE VALVE BOX SHALL BE 2.ON H 51 FINISW GRADE IN NRF CONTP.OL VALVES (CENTERL°IME TO GENTERiW WHEN MORE THAN AND 20 00AW ABOVE FINISHED BRADS IN PLANTER AREA, THE ONE VALVE 5 INSTALLED LED HN THE SAME UXATM PLASTIC FOLLOWING VALVE BOXES AV LIDS OR APPROVED EWAL° MUST SE ABLE TO REPLACE VALVE WITI4pIfT CUTTTNG ARE DEEMED ACCEPTABLE, ATIt" DEViAT40N FOR THE; ACCEPTED BOXES IRRIOIATION LINES OR MOVING DOX, AND LIDS 8a4H MUST BE APPROVED BY THE FX44RFATiON ANSI PARKS DIRECTOR, 8. WHERE POr`SIB A LOCATE VALVES IN THE KANTER AREAS. Sim VAILYMI NOS PRO ST:RIES 14'X14* 4. ALL iRRIGATiONN INSTALLATIONS SHALL IE IN ACCORDANCE WITH GORRUSATEU VALVE BOX WITH BOLT VIOM COVE R, CITY STAN DARDS, THE LAT15T APPROVED EDITION OF THE LWIFORM QUICHE 00UPLEIRs NM FRA WRIE5 10" ROU)ID GORMWATED VALVE BOX WITH BOLT VOM COVER, MIM INE COVE, MAN4)FACTURER'S RECOMMENDATIONS, , SECT I NL 20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE RECREATION AN17 PARKS DIRECTOR. WIRE FULL VOXr NM "9 O W -MES 15'X20' .ARCO 111EC.TANt3ULAR VALVE BOX P41TH BOLT POM COYER, b. ALL MATERIALS USL17 SHALL BE NEW AND PREF FROM DEFECTS. 4 INSTALLATION OF EKIRA IRRIGATION CONTROL WIRE FROM 11. ANY AND ALL CHANGES SHALL LE APPROVED BY THE RECREATION IRRiGATION CONTROL CLOCK TO REMOTE CONTROL VALVE 15 AND PARKS DIRECTOR PRIOR TO IMPLEMENNTATIOL i EMIRED FOR EACH MANIFOLD 0A4U OF VALVES). EXTRA WIRE SHALL BE A DIFFERENT COLOR THAN THE ONE USED TO 12. SE APPROVED LANDSCAPEARRIBATIOM PLANS AND LEGENDS 42PERATE VALVES. (OLE COLOR FOR ALL VALVE WIRES 4 ONE COLOR FOR SPECIFIC MODEL. WiM, SIZE, GUALNTITY, MAN,FA(VRERS FOR ALL EXTRA YIRE5J ANN7 PERF!)FIMANGE REf ILREM Lig. CITY OF BAKERSFIELD REVISIONS DETAILS FOR REMOTE CONTROL VALVES STANDARD PLAN NO. SHHT 6 OF 14 L-6 APPROVGD RCEX.XXXX DATE. .PENOTES AREA WITHIN IMMAN AGC TAER.L' FOR LANDSCAPING (SW' .2MA,IL ,(CM=M AGK{ EJQ'f"W Or M AMTR Aftl!N. AREAS 0MION T+WM LiMfTS SHALL W WHTIRELY SIWAQ 7 MAJOR Att7MAL NTH APS HARD SURFACE T ZATMENT. USE BR C�rL1.EGTok OF Me TT O �B R OTHER F A TIG & MAY 6V LIMITED O` MIMMIN4 - 1x.9' MIN ISS' MIN LANDSCAPING 1..1MIT5 WITHIN ME!?LOIS MOW RAW. START WITHIN +TY B c 1 13 14' I tS C HARD SURPAGE TfMATMENT, VENOTES 50% MIN. PLANTER AREA ACCEPTABLE HARD 15% MAX. PLANTER AREA 5LIRIITREATMENT AS AVE© BY PRBGREATIQN ANN3 VETAIL OFI D/AN PARKS DIRECTOR 1. A IS' MIN, BORDER OF HARID SURFACE TWATMENtT 15 IRFQAREl9 M PISTIL' To THE BACK OF LURE ZONE B, 2. WHERE WIDTH 15 LESS THAN 12Y MEASURED FROM L TO 1L (8' PLANTS KDTHL) HARD SURFACE TREATMENT ENT ONLY REQUIRED. S. HARD SHLRPACE TRREAThENT ONLY Mt W INSTA"WHEN THE MINIMUM WIDTH DOM NOT OVAR FOR 50 CtJ ISOJ1LVE FEET: 4. NO SNR)B9 WILL BE ALLOM IN PLWM AREA KT1NOAlT PRIOR APPROVAL OF RECREATION AND PARKS DIRECTOK , 5. STAFF COMM INSTALLATION SHALL BE To "BOMANITE* SPECIFICATIONS OR APPR VW FOAL: 6. 'SPRAY HEAD' TYPE IRRIGATION REEMIRES Tr E IN HARD SURFACE TREATMENT' ALONG THE PL9iLNETETR OF THE "P( -mm TO BE SLOPED INWARD TOWARD THE PLANTER AT 2% 1, `GLEET TI HEAD' TTT'E IRRIGATION IS P COU¢A&EtD. HONEVER,WtERE STREET IL BRAVES MEW 2% FALL,'5PRAY HAD' TYPE iRRd6ATTONI$ ReO�NRED. Fi. PARKS ,RETE OR OTHER HAW SURFACE TTREAV"IENT SHALN. BE DETERMINED jMINED RN GONL°ULTATIO N WITH THE RECREATION AW 4. OR CIM APE OF A�L(JNTA! CANON IRRIGAITON i5 MAtI.Hi RL"a,TANEHdAR OR CI C.£IGtRATi AS 10. INSTALL MiOMER RAM' AT AL MEDIAN BREAM PREFERABLY AT LEFT TURN POCKETS ADJACENT To LAWN AREAS) II, COMPACT 05` 05a w) BASE TO 40% RELAIM DENSITY BELOW ALL HARD%APE. 12. NOW RAMP RISOR33 ON ALL ENDS OF MEDIANS, (2 HOW RAM PER II L9 VW PER Ft 1/4" PEAL PT Hi4" P FY IfW PEtp FT 13' I3' Id12'•SOD SECTION A -A MOW RAMP No PLANTER PLANTER 4 TURP AREA CITY OF BAKERSFIELD REVISIONS DETAIL FOR LANDSCAPE LIMITS WITHIN. MEDIANS STANDARD PLAN NO. SHIT —U— OF 14 APPROVED - RGE XXXXX DATE L-12 QUICK COUPLER VA VES SHALL BE RAINBL CO �i1 LVC LOCKING ViNYL CO MHi KEY P EACH VALVE OR AP ROVED EQUAL BY CITY ENGINEER. ASPHALT CLOAK. sURF a MM GRACE J4wN ARE�i' � rGRAD 6„� :. U AREA •'- I ;r r sG4.R30 PV>C, 24„ NIPPLE (T.T,) � LLO(TV l `90 P.V�.tTr a sCHL 80 P,uC. PRESSURE ,LINE V1 QUICK COUPLER VALVE STANDARD DETAILS . s s 8 v1� File N o.: T2 2,39 DESIGN Drown: OP LANDSCAPE IMPROVEMENTS TO EXIST/NG MEDIAN ISLANDS PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PURL/C WORKS DEPARTMENT Job No.: r2K239&T2K240 Engineer: BM Date:- 3/4/13 Checked By OL/VE DRIVE AT GALLOWAY DR/VL' AND GALLOWAY DRIVE AT MEACHAM ROAD AND RETAIL DR 10 OF 12 0 1 2 3 QROF ESS / 0,v -c0 W� 03 A,T REGI TERED CIVIL ENGINEER C 78966 * Exp. 3-31-14 yk CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE -YA CIV�\- OF BAKEERSFIELD, CA 93301 CA��F REVISIONS No. DA TE DESCRIP TION 1 / / 2 3 QUICK COUPLER VA VES SHALL BE RAINBL CO �i1 LVC LOCKING ViNYL CO MHi KEY P EACH VALVE OR AP ROVED EQUAL BY CITY ENGINEER. ASPHALT CLOAK. sURF a MM GRACE J4wN ARE�i' � rGRAD 6„� :. U AREA •'- I ;r r sG4.R30 PV>C, 24„ NIPPLE (T.T,) � LLO(TV l `90 P.V�.tTr a sCHL 80 P,uC. PRESSURE ,LINE V1 QUICK COUPLER VALVE STANDARD DETAILS . s s 8 v1� File N o.: T2 2,39 DESIGN Drown: OP LANDSCAPE IMPROVEMENTS TO EXIST/NG MEDIAN ISLANDS PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PURL/C WORKS DEPARTMENT Job No.: r2K239&T2K240 Engineer: BM Date:- 3/4/13 Checked By OL/VE DRIVE AT GALLOWAY DR/VL' AND GALLOWAY DRIVE AT MEACHAM ROAD AND RETAIL DR 10 OF 12 0 1 2 3 ON Class A' Portland ///--- Cement Concrete. Color / and finish to match Sawcut / adjacent pavement. Existing �' ,a d • , ° e Portland Cement ° g : • .: Concrete Ashpolt/c P Sawcut r.,". ' "" Binder Binder �` Existing Ashpalt Concrete Pavement ( Asphalt Concrete 0 0 0 12 0.3m 0 0 0 0 0 Tjpxad each side 0 0 0 NOTES.• Class fl Aggregate Base L AN wakmanshy and materials sbd/ conform 0 0 0 0 0 to the requaements set forth ii the "Standad _ _ _ S�bedlrcnGav� State of Cdifamia; Depatrnent I—I I— I — I — I I— 1=1 I of Timsportotion ; approved current e 111T(=1 I 1=1 I i-1 11= III 2 sorauts sohalf be made p"d or atro t mgtes to the contadine of the street PATCH IN ASPHALT CONCRETE SURFACE ddet�ned Uddbyy "the ugkw sol aV be 4 Patches fess them 20' (0..Btn) barn e�ig patdhes, 0.4' (0. fm) Ashpolt of Pa t cr 9 sbafi be extended Concrete Surfacing Asphaltic Paint Binder V* gale �✓ s6Q of Existing road mixed surfacing 5 Minimum patch width shaft be 20' a&n) at its ndmt dinansia, unless oNhenriseowo by 0 0. 0 0 the sty engneer Select Materia/ on 6. Rekrww standards ST -13 and ST -14 for (if required) 0 0 0 0 0 wmpw&v raWk meets 7. For patch n asphalt concrete loess offierwhe I T=1 1=1 1=1 I I-1 1=1 11=1 allored by the city anomer. I-1 I I—I 11=1—I I�--I I 1=TI-1 I I A, Lanr streets mninum a4'(pm) t ( 1 �d 8 yf concrete over a5' (0.1Sm) Class 9 aggregate 8 Artand and collector Arabs minorum Qi Sn) PATCH IN ROAD MIXED SURFACE asphalt cormte over 1.0' (0.3")Class ff aggregate base. Rases sr-t�av Select Material (if required) &dv PATCH /N CONCRETE SURFACE dint Ash MEDIAN WIDTH VARIES SEE PLAN -EXISTING CURB EXISTING CURB EXISTING NEW HARDSCAPE AREA EXISTING IOW STRIP SEE PLAN 14OW STRIP NEW 4" MIN. CONC. SLAB TO MATCH ADJOINING FINISH– STAMPED CONC. AT MEDIANS 'A', 'B', & 'C' EXPOSED AGGREGATE FIN. AT MEDIAN EXISTING AC PAVING o z TYPICAL I N — — — :.:;;: k — — :.. _ U - 1 .0 ...... ....... EXISTING CULVERT WHERE OCCURS — EXISTING NATIVE MATERIAL COMPACTED TO 9OX 3 SEC TION A T HARDSCAPED AREA 1 i NOT TO SCALE Edge Pick Hole (optional) I l Diamond Mat, i11'�1 I /--i •`�1i111111111� .�111111111�1'11:: 111 x,11® nr�s'/a Ioar af13' I F— aa' t 425'(Xhw) tans' •^.` '\4M v Building paper or Plastic in joints IAV Concrete Pad br SECTION THRU MONUMENT prepaation of asphalt or cod tar and a1 applied at 300° F Surveying purposes. NEW TREE PER PLANS als'nli MEDIAN DTH VARIES is obtained from the City Engineer. 7. Concrete shelf be cured with o white pigmented curing compound 1. All watk shall conform to the oppficoble sections of the S P N 8. the surface shall be finished to grads; troweled smooth, and specifications emit/ed 'Standard Sped6cabon4 State of PLAN NG AREA a125' (Jmo California, Department of Transportation ; approved current underside of the cover. Disk and Stem to be FIELD RIFY cost together of Bronze directed by the City Engineer. MOM s1116411W SEE DETAIL 3 2. Castings sbd/ conform to the provisions of the specifications Id for grey -iron castings serial designation ASTM.• A49 class no. 3D3 FOR HARDSCAPING I NEW TURF AREA EXISTING from warps au* swells and cold sheet and shall have a workmanlike finish. MEDIAN CURB–TYP. EXISTING MOW STRIP–TYP. EXISTING AC PAVING–TYP. IMPORTED SELECT MATERIAL COMPACTED TO 85% �— EXISTING SUBGRADE NOTE: 1. SEE STANDARD LANDSCAPING DETAILS FOR OTHER PLANTING INFORMATION. K'Y"� SECTION AT MEDIAN Q_19 NOT TO SCALE Class A' Portland ///--- Cement Concrete. Color / and finish to match Sawcut / adjacent pavement. Existing �' ,a d • , ° e Portland Cement ° g : • .: Concrete Ashpolt/c P Sawcut r.,". ' "" Binder Binder �` Existing Ashpalt Concrete Pavement ( Asphalt Concrete 0 0 0 12 0.3m 0 0 0 0 0 Tjpxad each side 0 0 0 NOTES.• Class fl Aggregate Base L AN wakmanshy and materials sbd/ conform 0 0 0 0 0 to the requaements set forth ii the "Standad _ _ _ S�bedlrcnGav� State of Cdifamia; Depatrnent I—I I— I — I — I I— 1=1 I of Timsportotion ; approved current e 111T(=1 I 1=1 I i-1 11= III 2 sorauts sohalf be made p"d or atro t mgtes to the contadine of the street PATCH IN ASPHALT CONCRETE SURFACE ddet�ned Uddbyy "the ugkw sol aV be 4 Patches fess them 20' (0..Btn) barn e�ig patdhes, 0.4' (0. fm) Ashpolt of Pa t cr 9 sbafi be extended Concrete Surfacing Asphaltic Paint Binder V* gale �✓ s6Q of Existing road mixed surfacing 5 Minimum patch width shaft be 20' a&n) at its ndmt dinansia, unless oNhenriseowo by 0 0. 0 0 the sty engneer Select Materia/ on 6. Rekrww standards ST -13 and ST -14 for (if required) 0 0 0 0 0 wmpw&v raWk meets 7. For patch n asphalt concrete loess offierwhe I T=1 1=1 1=1 I I-1 1=1 11=1 allored by the city anomer. I-1 I I—I 11=1—I I�--I I 1=TI-1 I I A, Lanr streets mninum a4'(pm) t ( 1 �d 8 yf concrete over a5' (0.1Sm) Class 9 aggregate 8 Artand and collector Arabs minorum Qi Sn) PATCH IN ROAD MIXED SURFACE asphalt cormte over 1.0' (0.3")Class ff aggregate base. Rases sr-t�av Select Material (if required) &dv PATCH /N CONCRETE SURFACE dint Ash MEDIAN WIDTH VARIES SEE PLAN -EXISTING CURB EXISTING CURB EXISTING NEW HARDSCAPE AREA EXISTING IOW STRIP SEE PLAN 14OW STRIP NEW 4" MIN. CONC. SLAB TO MATCH ADJOINING FINISH– STAMPED CONC. AT MEDIANS 'A', 'B', & 'C' EXPOSED AGGREGATE FIN. AT MEDIAN EXISTING AC PAVING o z TYPICAL I N — — — :.:;;: k — — :.. _ U - 1 .0 ...... ....... EXISTING CULVERT WHERE OCCURS — EXISTING NATIVE MATERIAL COMPACTED TO 9OX 3 SEC TION A T HARDSCAPED AREA 1 i NOT TO SCALE Edge Pick Hole (optional) I l Diamond Mat, i11'�1 I /--i •`�1i111111111� .�111111111�1'11:: 111 x,11® nr�s'/a Ioar af13' I F— aa' t 425'(Xhw) tans' •^.` '\4M v Building paper or Plastic in joints IAV Concrete Pad br SECTION THRU MONUMENT prepaation of asphalt or cod tar and a1 applied at 300° F Surveying purposes. to lam a fern and tenacious sed als'nli NOTES• is obtained from the City Engineer. 7. Concrete shelf be cured with o white pigmented curing compound 1. All watk shall conform to the oppficoble sections of the complying with section 90-7.018 of the Standcrd Specifications. 8. the surface shall be finished to grads; troweled smooth, and specifications emit/ed 'Standard Sped6cabon4 State of 9. Alf concrete used shall be Class A' a125' (Jmo California, Department of Transportation ; approved current underside of the cover. Disk and Stem to be ed1bo, and the following generd notes• cost together of Bronze directed by the City Engineer. MOM s1116411W 2. Castings sbd/ conform to the provisions of the specifications Id for grey -iron castings serial designation ASTM.• A49 class no. 3D3 J. Aif banes and covers shall be tough, grey cast iron, free from warps au* swells and cold sheet and shall have a workmanlike finish. SECTION A—A 4. the seats of frames and bea*g faces of the cows shill be Stamp Disk with R.C.E. machined far a smooth, non -rocking fit between the two castings or L.S Number. zo'(5am) Disk shall be Leftz No. 8134-13 or approved equal 0.438' x 2.0' Shank :3 (llmm x 50mm) Q?,OF ESS / 04/q ABER� , f�G' REGI TERED Cl VIL E INFER C 78966 i * Exp. 3-31-14 yk CITY OF BAKERSFIELD - 1501 TRUXTUN AVENUE qTF ��VI� BAKERSFIELD, CA 93,301 REVISIONS No.,, DA TE DESCRIPTION �1( / / 471 / / t-17 -y vI CALIFORNIA ���V—Z1 STANDARD CALIFORNIA DOME HEAD DISK DETAIL . arce��t PUBLIC WORKS DEPARTMENT avrewr�t PUBLIC WORKS DEPARTMENT DETAILS /fw/ File Nao.: T T2 39_ T2K2 Drawn: DP LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K239 & T2K240 En gin ear. BM Date: 3/4/13 Checked By OLIVE DRIVE AT CALLOWAY DRIVE AND CALLOWAY DRIVE AT MEACHAM ROAD AND RETAIL DR 11 OF 12 5. Casting shall be thoroughly deaned and dipped twice in a _ Concave depression for prepaation of asphalt or cod tar and a1 applied at 300° F Surveying purposes. to lam a fern and tenacious sed 6. Concrete shelf contain no additives unless prior written approval is obtained from the City Engineer. 7. Concrete shelf be cured with o white pigmented curing compound complying with section 90-7.018 of the Standcrd Specifications. 8. the surface shall be finished to grads; troweled smooth, and given o //girt brown finish. 9. Alf concrete used shall be Class A' a125' (Jmo f0. Ane name of the manufacturing company shall be on the underside of the cover. Disk and Stem to be 11. Pipe casing shall be 10' (0.25m)19. steel, A9.S, or as cost together of Bronze directed by the City Engineer. MOM s1116411W Q?,OF ESS / 04/q ABER� , f�G' REGI TERED Cl VIL E INFER C 78966 i * Exp. 3-31-14 yk CITY OF BAKERSFIELD - 1501 TRUXTUN AVENUE qTF ��VI� BAKERSFIELD, CA 93,301 REVISIONS No.,, DA TE DESCRIPTION �1( / / 471 / / t-17 -y vI CALIFORNIA ���V—Z1 STANDARD CALIFORNIA DOME HEAD DISK DETAIL . arce��t PUBLIC WORKS DEPARTMENT avrewr�t PUBLIC WORKS DEPARTMENT DETAILS /fw/ File Nao.: T T2 39_ T2K2 Drawn: DP LANDSCAPE IMPROVEMENTS TO EXISTING MEDIAN ISLANDS -PHASE 2 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K239 & T2K240 En gin ear. BM Date: 3/4/13 Checked By OLIVE DRIVE AT CALLOWAY DRIVE AND CALLOWAY DRIVE AT MEACHAM ROAD AND RETAIL DR 11 OF 12 GUTTER FLOWLINE CENTER STREET PIPE TRENCH RIGHT OF— WAY SEE PLAN } 2' TYPICAL I NA Tl YE BACKFILL COMPACTED TO 9OX RELAT7VE AT MAXIMUM DRY DENSITY, EXCEPT AS MODIFIED BY SPECIAL PROVISION. 9,5,E WHEN IN STREET RIW METALLIC PIPE* IDENTIFIER TAPE; SELECT MATERIAL COMPACTED TO 859 RELA71VE DENSITY: TRENCH ZONE COMPACTED TO 85X MIN. RELATIVE DENSITY, EXCAVATE TO CLEAR PIPE BELL PIPE O.D. 12"--24" 42" MINIMUM FOR 12" DIAMETER MAINS & SMALLER 48" MINIMUM FOR LARGER THAN 12" DIAMETER PIPE **B" MINIMUM FOR MAINS LESS THAN 12" DIAMETER 12" MINIMUM FOR MAINS 12" DIAMETER AND GREATER 1) NATER MAIN SHALL BE LOCATED 2` FROM RIGHT—OF—WAY WHEN PASSIBLE 2) 1N PAVED AREA MINIMUM COVER SHALL BE MEASURED FROM LOWEST GUTTER FLOWLINE GRADE, 3) IN PAVED AREAS, SPECIFICATIONS FOR STREET STRUCTURAL SE'CTTON, OR PAVEMENT PATCHING SPECIFICATION SHALL SUPERCEDE BACKFILL AND COMPACTION STATED. WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD,_ CALIFORNIA STANDARD PIPE TRENCH APPROVED: PLATE No. W_1 + NA ER - WATER RESQ11WcZ ARTUFNT d�� REV. 1--9-09 22 112' ELL 90' ELL NOTES: 1) ALL VALVES, nmNC5 AND DIR£C770NAL CHANGES ARE TO BE HELD IN PLACE BY CONCRETE THRUSTS BLOCKS 2) BEARING AREAS INDICATED ARE BASED ON ALLOWABLE" SOIL PRESSURE OF 1500 PSF. 3) CONCRETE" IS NOT TO BEAR AGAINST PIPE THRUST BLOCK TO ONLY BE IN CONTACT WITH FIT77Na 4) THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. 5) JOINTS SHALL BE KEPT CLEAR OF CONCRETE: WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA THRUST BLOCK- DETAIL W-�- 2 REV. 1--9--09 TEE CROSS Lu 3 Y WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA PIPE BORE & CASING ,.DETAIL o File Nom�2_ DESIGN Dr wn: DP L_jCITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K239 & T2K240 Engineer: BM Date: 3/4/13 Checked By W-� 7 t-9-09 BACK OF 12 p METERBOX (SEE SIDEWALK t y �'" TABLE BELOW) SER _ f SERWCE PIPS' (INSTALLED BY sM -----===, OTHERS) ANGLE METER STOP METER TO BE SET NO. 12 WIRE BY CITY. SHORT SIEGE � LONG 5tDE°�.° —� MAIN 1 . 3/4" TO 2" TUBING THRUST BLOCK SCHEDULE ANGLE" METER STOP —CHRISYY CONCRETE "PRODUCTS OF EOUAL 4UALITY BEARING AREA IN SQUAB£ FEET MAY BE SURMITTED MEN PIPE SIZE TEE OR 90TLL 45iLL 22 112' ELL PLUG CROSS VALt+E,• . 6. 3 4 2 2 1,5 EA. 3.0 8 5 Z 4 2 Js O EA, 5.5 5 3 4.5 EA. 910 12 it 1& B 4 6.5 EA_ 13.0 T6" 16 23 13 7 8.0 EA. i6.O Lu 3 Y WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA PIPE BORE & CASING ,.DETAIL o File Nom�2_ DESIGN Dr wn: DP L_jCITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K239 & T2K240 Engineer: BM Date: 3/4/13 Checked By W-� 7 t-9-09 BACK OF 12 p METERBOX (SEE SIDEWALK t y �'" TABLE BELOW) SER _ f SERWCE PIPS' (INSTALLED BY sM -----===, OTHERS) ANGLE METER STOP METER TO BE SET NO. 12 WIRE BY CITY. SHORT SIEGE � LONG 5tDE°�.° —� MAIN 1 . 3/4" TO 2" TUBING (AS SPECIFIED) ANGLE" METER STOP —CHRISYY CONCRETE "PRODUCTS OF EOUAL 4UALITY 31`4" TO 2" MAY BE SURMITTED MEN DOUBLE STRAP SERVICE TUBING" (AS STEEL INSERT SADDLE, BRONZE OR SPECIFtEIJ) CORPORATION Cx Q : N b N N CL USE APPROVED SADDLE b g TUBING SHALL BE COPPER IN ACCORDANCE W%SPECIFICATIONS, U3 OR POLYETHYLENE TUBING LUNG St17,E SERVICE PE 3408 PC .200, PR 9, SHfJRT SIEIE SERVICE U �i zigolv2 Va � q z Lu 3 Y WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA PIPE BORE & CASING ,.DETAIL o File Nom�2_ DESIGN Dr wn: DP L_jCITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K239 & T2K240 Engineer: BM Date: 3/4/13 Checked By W-� 7 t-9-09 BACK OF 12 p METERBOX (SEE SIDEWALK t y �'" TABLE BELOW) SER _ f SERWCE PIPS' (INSTALLED BY sM -----===, OTHERS) ANGLE METER STOP METER TO BE SET NO. 12 WIRE BY CITY. SHORT SIEGE � LONG 5tDE°�.° —� MAIN 1 . 3/4" TO 2" TUBING (AS SPECIFIED) ANGLE" METER STOP —CHRISYY CONCRETE "PRODUCTS OF EOUAL 4UALITY 31`4" TO 2" MAY BE SURMITTED MEN DOUBLE STRAP SERVICE TUBING" (AS STEEL INSERT SADDLE, BRONZE OR SPECIFtEIJ) CORPORATION MALABLE IRON WITH UCTS INC. — No. B --JB. STOP ---"" p STAINLESS STEL STRAPS 0 USE APPROVED SADDLE FOR PUC PIPE: TUBING SHALL BE COPPER IN ACCORDANCE W%SPECIFICATIONS, OR POLYETHYLENE TUBING LUNG St17,E SERVICE PE 3408 PC .200, PR 9, SHfJRT SIEIE SERVICE M�` R SIF J14" ANO 1" —CHRISYY CONCRETE "PRODUCTS OF EOUAL 4UALITY UCTS, INC — NO; 8-12 MAY BE SURMITTED MEN APPROVED BY THE' WATER 1 112" AND 2" 17: 4 "x3O" CWRISTY CONCRETE RESOURCE DEPT, UCTS INC. — No. B --JB. APM I. THE LONG, SIDE SERVICE FOR A 314" METER SHALL BE I" TUBING AND A I" To 314" ANGLE METER STOP. ALL 314" TO 2" SHORT SIDE SERVICES SHALL BE OF COPPER TUBING. 2 ALL OTHER SERVICE SIZES SHALL INCORPORATE LIKE SI2ES FOR CORPORATION S70PS TUSING, ANGLE METER STOPS, AND METER be., A I -1/2" SHORT OR LONG SERVICE SHALL CONSIST OF 1-1/2" TUBING 1-112" METER STOP, AND 1-112" METER (TO BE INSTALLED BY OTHERS). 3. ALL PC PLASTIC PIPE SHALL BE IRON PIPE SIZE AND REQUIRES NO. 12 AWG SOLID COPPER WRE INSULATED (TYPE OR THHN) TAPED TO PIPE AT LOCA TONS SHOW AND EXTENDED INTO METER BOX. DO NOT TOUCH WIRE TO OTHER METAL FITTINGS. ALL POLY 7UBING SHALL BE IRON PIPE SIZE. 4. CONCRETE METER BOXES RE'QUIRE'D WHEN SERVICE IS LOCATED IN DRIVEWAY SIDE, 5. A BACKFLOW PROM0770N DEVICE MAY BE REOVIRE3 FOR ANY SERVICE' CONNEC770M AS DETERMINED BY WATER RESOURCES, WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA STANDARD SERVICE CONNECTION - 3/4" TO 2" APPROVED:... i V� '`C1 - „.,....W. PLATE Not. '-� MANAGER WATER R@ CES DEPARTME T A E RF v. 0l _ q_0 QROF ESS / 0Nq ABF�,� F� 0-3 REG/ TERED CIVIL ENG/ EER C 78966 * Exp. 3-31-14 CITY OF BA KERSFI EL D Cm` 1501 TRUXTUN A VENUE qTF BAKERSFIELD, CA 93301 OF CA\_\F REVISIONS No. DA TE DESCRIP TION )I( / / 471 STANDARD DETAILS 5 LANDSCAPE IMPROVEMENTS TO EXISTING, MEDIAN ISLANDS -PHASE 2 SHEET N0. OLIVE DRIVE AT GALLOWAY DRIVE AND GALLOWAY DR/VE AT MEACHAM ROAD AND RETAIL DR 120E-12