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HomeMy WebLinkAbout6.1-1758LIST OF DRAWINGS SHEET 1 SYMBOLS TITLE SHEET SHEET 2 S SURVEY CONTROL MAP SHEET 3-4 o TYPICAL CROSS SECTIONS SHEET 5-11 o PLAN AND PROFILE SHEETS SHEET 12 9,522 ROSEDALE INTERSECTION GRADING SHEET 13 2,365 CANAL RAMP LA POUT SHEET 14-15 OHE CANAL RAMP PROFILES SHEET 16-22 F/0 UTILITY PLANS SHEET 23-24 SIGN & STRIPING SHEET 25-26 - _ TRAFFIC AND LIGHTING SHEET 27-32 4,115 POTABLE WA TER PLANS SHEET 33-49 F H. � CANAL IMPROVEMENT PLANS BENCHMARK CITY OO F BA + ERSFIE0� LD .pSACRA ROM L fOHA WK S TREE T IMPRO VEMEN TS ROSEDA,� E *HIGH WAY TO SIENA A NE THE BENCHMARK FOR THIS PROJECT IS THE USC&GS BM DISK IN SIDEWALK ® E. END OF THE CALL OWA Y CANAL BRIDGE AT THE WEST END OF THE NW RETURN OF FRUI TVALE AVE & ROSEDALE HWY, STAMPED "A 1208 1970" WITH NA VD88 ELEVA TION=399.97' AS PER THE NGS DA TASHEET FOR "A 1208" BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CALIFORNIA STATE PLANE ZONE 5 GRID COORDINATE SYSTEM BASED ABOUT POINT 11, BEING A CHISELED "X" IN SIDEWALK WITH CA SPCZ5 COORDINATES AS SHOWN N - 2327737.93, E - 6233910.00 GROUND COORDINATES WERE ESTABLISHED BY A COMBINED SCALE FACTOR (CSF) _ 0.99997000088 CENTERED AT SAID POINT 11, I.E. GRID COORDS = (CSF)(GROUND COORDS) CITY STANDARDS ST -1, ST -2, ST -3, ST -6, ST -9, ST -18, ST -19, ST -21 CAL TRANS STANDARDS 2010 A20A, A20B, A20D, A24A, A24C, A24D, A24E, A 73A, A87B, A87D, A88A, ES -1A, ES -1B. ES -IC, ES -4A, ES -40, ES -4C, ES -4D, ES -4E, ES -5A, ES -5B, ES -5C, ES -8, ES -13A ES -5D. ES -7B. CONVENTIONAL SYMBOLS --- - -- SECTION LINE --------- EXIST. CURB & GUTTER -- RIGHT-OF-WAY --------- EXIST. A.C. FLOW LINE CEN TERL INE - - EXIST. EDGE OF PA VEMENT rt�11=1 RAILROAD TRACKS GUARD RAIL --X-X-- FENCE IMPRO VEMEN TS For usE in connection with the Standard Plans and Specifications of the State of California Department of Transportation dated 2010 a--HAGEMAN� ROAD --T Q W j ~ KREBS ROAD --9 o SIENA--LANE PR 0 JEC T w LOCA TION i 0\� P� BEGIN CONS TRUC TION STA: 81+ 84.84 P dJ OP �P? END CONS TRUC PON --- STA: 128+08.J4 GP W 0 LOCATION MAP NOT TO SCALE .FINAL UTILITY SYMBOLS I TEM ESTIMA TED UNIT OF QUANT/TY MEASURE W WATER LINE S SEWER LINE -- , GAS LINE o STORM DRAIN CA BURIED TELEPHONE o OIL LINE IMPORTED CABLE 9,522 CY STRUCTURE AERIAL TELEPHONE 2,365 AERIAL UTILITY STRUCTURE CABLE OHE OVERHEAD ELECTRICAL LINE /C _ _ EXISTING INTER-, F/0 FIBER OPTIC LINE TRA CONNECT CONDUI T LF TRA FIC STRIPE DETAIL 22 - _ EDGE OF PA VMEN T H OO MANHOLE 4,115 LF P. P. POWER POLE F H. � FIRE HYDRANT TRA F/C STRIPE DETAIL 38 922 LF ® EXISTING MONUMENT W M. R WATER METER TRA' FU TORE MONUMEN T W. V DQ WATER VALVE S. L. STREET LIGHT G- M. ® GAS METER C. 0 CLEAN OUT G• V O GAS VALVE EXISTING OIL WELL BENCHMARK ABBREVIATIONS EP EDGE OF PA VEMEN T RW RIGHT OF WA Y ETW EDGE OF TRA VEL WAY SJFM SAN JOAQUIN FACILITIES MANAGEMENT FL FLOW LINE P. G. PROFILE GRADE BC BEGIN CUR VE B VCS BEGIN VERTICAL. CURVE SECTION EC END CUR VE SVCS END VERTICAL CURVE SECTION HP HINGE POINT OG ORIGINAL GROUND For usE in connection with the Standard Plans and Specifications of the State of California Department of Transportation dated 2010 a--HAGEMAN� ROAD --T Q W j ~ KREBS ROAD --9 o SIENA--LANE PR 0 JEC T w LOCA TION i 0\� P� BEGIN CONS TRUC TION STA: 81+ 84.84 P dJ OP �P? END CONS TRUC PON --- STA: 128+08.J4 GP W 0 LOCATION MAP NOT TO SCALE .FINAL PAY QUANTITIES CDC I TEM ESTIMA TED UNIT OF QUANT/TY MEASURE REM 0 V TRAFFIC STRIPES & PA VEMENT MARKINGS 1,411 S ROAD WA Y EXCA VA TION 14,085 C Y CA AL & STRUCTURE EXCA VA TION (CANAL) 6,700 CY IMPORTED BORROW 9,522 CY STRUCTURE BACKFILL (CANAL) 2,365 CY STRUCTURE BACKFILL CANAL SELECT MATERIAL) 1,J77 CY TRA FIC STRIPE DETAIL 9 6,620 LF TRA F/C STRIPE DETAIL 21 40 LF TRA FIC STRIPE DETAIL 22 235 LF TRA FIC STRIPE DETAIL 29 4,115 LF TRA F/C STRIPE DETAIL 32 1, 385 LF TRA F/C STRIPE DETAIL 38 922 LF TRA FIC STRIPE DETAIL 38A 178 LF TRA' FIC STRIPE DETAIL 39 7,245 LF TRA F1C STRIPE DETAIL 40 150 LF PA V MEN MARKINGS 825 SF W 2 0 z Q GILMORE A VE LLL LOS ANGELES SAN DIEGO Y STATE OF CALIFORNIA ~ NO TE: Z THE CONTRACTOR MUST POSSESS THE FOLLOWING i+ VALID LICENSES: W CLASS _4 NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH . W 0.88 MILES C1j 45 G� uj j Qg0FESS/01V Q FOq� JEFFREY - - E Z_ R. S R 58 ,_ _ - - i ULER�7 No. C58155 CH_ * Exp. 6-30-14 f VILEGIlVEERS-7 � �9 CIVIL ��P TF 0- CAi-�F�� EGISTERED CIVIL ENGINEER DA TE APPROVED BY APPROVED WA TER RESOURCES "FOR POTABLE WATER PIPELINE ONLY" W - 7/ 0/j3 RAUL M. ROJAS, R. C.E. 39880, EXPIRES u-31-13 DATE �� PUBLIC WORKS DIRECTOR O Job No.: ' 108-23.10 File Path: N:\108-23.10\Drawings File Name: COB-Title-Sheet.dwg X TRAFFIC ENGINEERINGDA TE MOHA WK STRZE I IMPROVEMENTS FROM NO OF ROSEDALE HIGHWAY TO SIENA LANE 4 9 SHEETS O h 2 3 APPROVAL RECOMMENDED= CDC WA TER RESOURCES MANAGER DA At APPROVED BY.- YNORTH NORTHKERN WA TER STORAGE DISTRICT "FOR _ \���ti WI IMPROVEMENTS THIN THE CALLOWAY CANAL r'� ' - �� t ONL r ASSISTANT PUBLIC WORKS DIRECTOR DATE 7 13z 2t; DANA S MUNN, ENGINEER /MANAGER DATE CIVIL ENG/NI V -DESIGN NGINEER/NG DA TE X TRAFFIC ENGINEERINGDA TE MOHA WK STRZE I IMPROVEMENTS FROM NO OF ROSEDALE HIGHWAY TO SIENA LANE 4 9 SHEETS O h 2 3 SOUTH 1/4 COR. SEC.22 T.29S., R.27E., M.D.M. STA 85+49.51 MOHAWK STREET P� 0 d- 0 rn 00 z I L1 STA 87+04.26 C1 - L2 STA 90+67.81 EC STA 1( STA 92+66.86 BC - BC LN00'35'45"E --._C2 _ STA 99+12.41 EC CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 363.55 1500.00 182.67 13'53'12" C2 645.55 1500.00 327.85 24'39'30" C3 266.95 1500.00 133.83 10'11'49" C4 227.90 1500.00 114.17 8'42'18" C5 901.61 2180.00 457.34 23'41'48" C6 376.80 1500.00 189.40 14'23'34" C7 5.45 106.00 2.73 2'56'44" C8 12.54 50.00 6.30 14'22'04" C9 16.19 50.00 8.17 18'33'16" C10 11.55 50.00 5.80 13'14'26" C11 22.41 69.00 11.30 18'36'23" STA 1( STA 92+66.86 BC - BC LN00'35'45"E --._C2 _ STA 99+12.41 EC BENCHMARK THE BENCHMARK FOR THIS PROJECT IS THE USC&GS BM DISK IN SIDEWALK @ E. END OF THE CALL 0 WA Y CANAL BRIDGE AT THE WEST END OF THE NW RETURN OF FRUI TVALE AVE & ROSEDALE HWY, STAMPED "A 1208 1970" WITH NA VD88 ELEVA TION=399.97' AS PER THE NGS DA TASHEET FOR "A 1208" BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CALIFORNIA STATE PLANE ZONE 5 GRID COORDINATE SYSTEM BASED ABOUT POINT 11, BEING A CHISELED "X" IN SIDEWALK WITH CA SPCZ5 COORDINATES AS SHOWN N - 2327737.93 E - 6233910.00 GROUND COORDINATES WERE ESTABLISHED BY A COMBINED SCALE FACTOR (CSF) = 0.99997000088 CENTERED AT SAID POINT 11, I.E. GRID COORDS = (CSF)(GROUND COORDS) STA 112+17.63, RT 51.46' FND 2x2 WOOD HUB W/ TAG RCE 15177 CENTER 1/4 COR. SEC.22 T.29S., R.27E., M.D.M. STA 110+48.73 BC \ C3 L4 C4 �...�- - 2646.37' co 0 m 0 m 00 z STA 108+23.01 STA 112+76.62 EC EC SEE DETAIL 1 BELOW Li Q STA 118+50.02 J \ BC <1 Z L i STA 123+12.57 STA 117+34.52 (n � INT. CANAL FND CONC. MON. STRUCTURE �..� C5 - N00'33'22"E - n \ STA 127+51.6; 09 y�l EC 2'9 O`L ET-TGERS -CHLULER (:IYIL-EN-G-lNEERS F- N 33'06'54"E STA +39.51 357.951T 20.08' q CANAL, APPROX. PROJECT LIMITS D 25'27'27" STA 2+20.40 01T "NW1" R=:500.00' CANAL RAMP L=:222.16' STA 1+75 0'LT,"NW2" T 112.94' CANAL RAMP ss. 559'16'22"W 13.11' STA 2+02.26 0LT "W " D=10'51'20" R=50.00' A CANAL RAMP �� s, \�j � L=9.47' T=4.75' LINE NW1 NORTH WEST 1 R. o CANAL RAMP D=15'9'16" C7 R=50. o' `SU$ � N LINE "NW2" NORTH WEST 2 L=13. 2's`> CANAL RAMP T=6.8 S52'30 03 a� "� 48.18' S66'52'07"W 29.08' LINE "SW" SOUTH WEST =7'21'8" `ro.r'�-. C8 D=14'2651" R=50.00' =100.00' J's F L=12.61' T=6.34' CANAL RAMP =12.83' \� s S66'S2'07"W� S81 "18'58"W 12.89' = 6.42' � "'` 20.51 "�� 560'15'38"W STA +16.30 55.00'LT MOHAWK D=23'25'33" D=10'53 5 33.41' .41' = STA 0+36.07 01T, "NW2" ' R=40.00' STA +12.84 55.00'LT MOHAWK L=16.35' L=34.20' 2 = STA 0+36.64 0'LT, "NW1" 121+0 T=8.29' T=17.15' 120+00 o� N STA 118+50.02 _ •-I -- 81'18'58"W 9.37' o\ BC 119+00 �--�"� 6'- 118+00 _ ST +17.99 55.00'LT MOHAWK = TA 0+35.18 01T, "SW" 117+00 STA +29.03 55.00'RT MOHAWK =STA 0+34.46 01T, "NE1" STA 117+34.52 STA +34.21 55.00'RT MOHAWK INT. CANAL= STA 0+34.35 01T, "NE2" Z� 114+00 �, �..► STA +60.77 55.00'RT STRUCTURE MOHAWK � N51'17'23"E 35.46' .,.•��'�' = STA 0+19 01T, "SE" N_., C9 N81 *18'58"Ex'03 N66'59'58"E 17.65' 1.67' D=8'53'30" R=50.00' D=12'34'52" \ N61'22'35"E L=7.76' T=3.89' 34.86' R=50.00' � C1 o ss. LINE "NE1" NORTH EAST 1 T=5.51' \ 00.CANAL RAMP LINE "NE2" NORTH EAST 2 ON � \ �; CANAL RAMP LINE "SE" ' SOUTH EAST o+ CANAL RAMP Cl 1 N 56'00'38"E STA 1+82.66 O'LT "SE" 1.02' CANAL RAMP STA 2+15.40 0'LT "NE2" CANAL RAMP D=18'44'10" STA 2+05 O'LT "NE1" R=400.00CANAL RAMP ' L=130.80' T=65.99' � so. --�� 6- mss. 0 25 50 100 STA +50.61 343.54'LT � CANAL Ho iz. 1"=50' DETAIL 1 PROJECT, O ECT'LIMITTS OX. 2645.83' ST EC +91.32 GISTERED CIVIL ENGINEER I QI O (Y N �t � o mm W.z L_ SEE DETAIL 2 BELOW QROFESS/ON�I 0 IAN J. PARKS No. 58155 ;;u * Exp. 6-30-14 C I V I OF CA\-\�O STA 138+97.42, LT 2.95' FND KCS BC IN LH NORTH 1/4 COR. SEC.22 T.29S., R.27E., M.D.M. STA 138+97.42 FND BC IN LH MRK'D RCE 2777 5-->-Z--- C===.- 0 100 200 400 Horiz. 1"=200 IO 0i� 1 N d- 0 0 m zn z Y I I EAST LINE OF THE NW 1/4 OF SECTION 22, 29/27 N 00'37' 12"E 2645.83'_ _ N89'25'02"W 2.95' L7 MOHAWK IE:Z>--- z--�--C=- 0 10 20 40 Horiz. 1"=20' DETAIL 2 -c_ b 175 File Name: Control Map Drawn: MAS SURVEY �+®�0L SHEET NO. CITY OF RAKERSFIELD, CALIFORNIA PUBLic WOR DEPARTMENT No.: 108-23.10 Engineer. IJP VG Dote: 7/25/2013 checked By. ljP I MOHAWK STREET /MROVEMEl1rM F930M fOSE®.4L.E HIC*Vi/AY TO S/EN.4 LA/OIL 2 OF 49 E 1 C M N 1 00 C z LINE TABLE LINE LENGTH BEARING L1 154.75' N00'35'45"E L2 199.05' N14'28'57"E L3 643.64' N10*10'33"W L4 225.72' N00'01'16"E L5 573.40' N08'41'02"W L6 262.89' N15'00'46"E L7 506.10' N00'37'12"E BENCHMARK THE BENCHMARK FOR THIS PROJECT IS THE USC&GS BM DISK IN SIDEWALK @ E. END OF THE CALL 0 WA Y CANAL BRIDGE AT THE WEST END OF THE NW RETURN OF FRUI TVALE AVE & ROSEDALE HWY, STAMPED "A 1208 1970" WITH NA VD88 ELEVA TION=399.97' AS PER THE NGS DA TASHEET FOR "A 1208" BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CALIFORNIA STATE PLANE ZONE 5 GRID COORDINATE SYSTEM BASED ABOUT POINT 11, BEING A CHISELED "X" IN SIDEWALK WITH CA SPCZ5 COORDINATES AS SHOWN N - 2327737.93 E - 6233910.00 GROUND COORDINATES WERE ESTABLISHED BY A COMBINED SCALE FACTOR (CSF) = 0.99997000088 CENTERED AT SAID POINT 11, I.E. GRID COORDS = (CSF)(GROUND COORDS) STA 112+17.63, RT 51.46' FND 2x2 WOOD HUB W/ TAG RCE 15177 CENTER 1/4 COR. SEC.22 T.29S., R.27E., M.D.M. STA 110+48.73 BC \ C3 L4 C4 �...�- - 2646.37' co 0 m 0 m 00 z STA 108+23.01 STA 112+76.62 EC EC SEE DETAIL 1 BELOW Li Q STA 118+50.02 J \ BC <1 Z L i STA 123+12.57 STA 117+34.52 (n � INT. CANAL FND CONC. MON. STRUCTURE �..� C5 - N00'33'22"E - n \ STA 127+51.6; 09 y�l EC 2'9 O`L ET-TGERS -CHLULER (:IYIL-EN-G-lNEERS F- N 33'06'54"E STA +39.51 357.951T 20.08' q CANAL, APPROX. PROJECT LIMITS D 25'27'27" STA 2+20.40 01T "NW1" R=:500.00' CANAL RAMP L=:222.16' STA 1+75 0'LT,"NW2" T 112.94' CANAL RAMP ss. 559'16'22"W 13.11' STA 2+02.26 0LT "W " D=10'51'20" R=50.00' A CANAL RAMP �� s, \�j � L=9.47' T=4.75' LINE NW1 NORTH WEST 1 R. o CANAL RAMP D=15'9'16" C7 R=50. o' `SU$ � N LINE "NW2" NORTH WEST 2 L=13. 2's`> CANAL RAMP T=6.8 S52'30 03 a� "� 48.18' S66'52'07"W 29.08' LINE "SW" SOUTH WEST =7'21'8" `ro.r'�-. C8 D=14'2651" R=50.00' =100.00' J's F L=12.61' T=6.34' CANAL RAMP =12.83' \� s S66'S2'07"W� S81 "18'58"W 12.89' = 6.42' � "'` 20.51 "�� 560'15'38"W STA +16.30 55.00'LT MOHAWK D=23'25'33" D=10'53 5 33.41' .41' = STA 0+36.07 01T, "NW2" ' R=40.00' STA +12.84 55.00'LT MOHAWK L=16.35' L=34.20' 2 = STA 0+36.64 0'LT, "NW1" 121+0 T=8.29' T=17.15' 120+00 o� N STA 118+50.02 _ •-I -- 81'18'58"W 9.37' o\ BC 119+00 �--�"� 6'- 118+00 _ ST +17.99 55.00'LT MOHAWK = TA 0+35.18 01T, "SW" 117+00 STA +29.03 55.00'RT MOHAWK =STA 0+34.46 01T, "NE1" STA 117+34.52 STA +34.21 55.00'RT MOHAWK INT. CANAL= STA 0+34.35 01T, "NE2" Z� 114+00 �, �..► STA +60.77 55.00'RT STRUCTURE MOHAWK � N51'17'23"E 35.46' .,.•��'�' = STA 0+19 01T, "SE" N_., C9 N81 *18'58"Ex'03 N66'59'58"E 17.65' 1.67' D=8'53'30" R=50.00' D=12'34'52" \ N61'22'35"E L=7.76' T=3.89' 34.86' R=50.00' � C1 o ss. LINE "NE1" NORTH EAST 1 T=5.51' \ 00.CANAL RAMP LINE "NE2" NORTH EAST 2 ON � \ �; CANAL RAMP LINE "SE" ' SOUTH EAST o+ CANAL RAMP Cl 1 N 56'00'38"E STA 1+82.66 O'LT "SE" 1.02' CANAL RAMP STA 2+15.40 0'LT "NE2" CANAL RAMP D=18'44'10" STA 2+05 O'LT "NE1" R=400.00CANAL RAMP ' L=130.80' T=65.99' � so. --�� 6- mss. 0 25 50 100 STA +50.61 343.54'LT � CANAL Ho iz. 1"=50' DETAIL 1 PROJECT, O ECT'LIMITTS OX. 2645.83' ST EC +91.32 GISTERED CIVIL ENGINEER I QI O (Y N �t � o mm W.z L_ SEE DETAIL 2 BELOW QROFESS/ON�I 0 IAN J. PARKS No. 58155 ;;u * Exp. 6-30-14 C I V I OF CA\-\�O STA 138+97.42, LT 2.95' FND KCS BC IN LH NORTH 1/4 COR. SEC.22 T.29S., R.27E., M.D.M. STA 138+97.42 FND BC IN LH MRK'D RCE 2777 5-->-Z--- C===.- 0 100 200 400 Horiz. 1"=200 IO 0i� 1 N d- 0 0 m zn z Y I I EAST LINE OF THE NW 1/4 OF SECTION 22, 29/27 N 00'37' 12"E 2645.83'_ _ N89'25'02"W 2.95' L7 MOHAWK IE:Z>--- z--�--C=- 0 10 20 40 Horiz. 1"=20' DETAIL 2 -c_ b 175 File Name: Control Map Drawn: MAS SURVEY �+®�0L SHEET NO. CITY OF RAKERSFIELD, CALIFORNIA PUBLic WOR DEPARTMENT No.: 108-23.10 Engineer. IJP VG Dote: 7/25/2013 checked By. ljP I MOHAWK STREET /MROVEMEl1rM F930M fOSE®.4L.E HIC*Vi/AY TO S/EN.4 LA/OIL 2 OF 49 E 1 C M N 1 00 C z NO TE. - DI TCH FL0WLINE ELEVA TION CONTROLLED BY GRADES ON PLAN AND PROFILE SHEET RW 61 '-80' FL 43' — 55' 4' — 24' MA TCH EXISTING GROUND © R/W i HP 2.6' TYPICAL BOTH SIDES P. G. WES T — — _ 777 4:1 PA VED MEDIAN 0.45' A. C. (TYPE A) TYPE "B" 0.75' A.B. (CLASS ll) CURB & 0.5' LIMIT OF GUTTER 95Z COMPACTION RW FL :• STA: 88+49.52 FN 64' I HP MA TCH 2.6 OG EXISTING --�-- GROUND P. G. WEST-- ---___ ----.2%- ----- -- ------ 4:1 TYPE "B" CURB do GU TTER 0.5' LIMIT OF 95% COMPACTION 0.45' A. C. (TYPE A) 0.75' A.B. (CLASS ll) 9' 4 61 ' — 70' 41' FL _ E_.l._.1._ ERS CHULER � IVII� ,t4GINEERS RW RW ,1 1 _ 55 JL 2.6' HP OG TYPE "M" CURB . G. EAST 4: 1 TYP. J. 1 MAX 2.5' LIMIT OF COMPACTION 957 OF THE MAX. DENSITY AS DETERMINED BY ASTM 1557 89+69.52 HORIZ. 1 "=10' VER T 1 "= 5' 4' 70' 41' FL EP 30' I HP 2' MA TCH EXISTING GROUND ® R/W P. G. WES T TYPICAL BOTH 2% SIDES ~— 0 SEE STREET PLANS — L16" PVC FOR DITCH E ELEVATION WATERLINE TYPICAL BOTH SIDES EP 7' 7' EP 2' HP HP 5,"o" 57 0.45' A. C. (TYPE A) 0.75' A.B. (CL ASS ll) REGISTERED CIVIL ENGINEER 55' QROFESS/ONq� IAN J. PARKS rn No. 58155 � * Exp. 6-30-14 J'J-9TF C I V I �O���Q OF CAO RW 30' EP 2'2 HP I I P. G. EAST 2/ OG 2.5' LIMIT OF COMPACTION 959' OF THE MAX. DENSITY AS DETERMINED BY ASTM 1557 16" PVC WA TERLINE STA.- 92+99.57-109-f-00 R W R W 55' — 61 ' 55' — 61' R W MA TCH EXISTING 2.6' HP I GROUND © R/W TYPE "M" CURB OG TYPICAL BOTH P. G. EAST — — SIDES --------2q -------- — - — --- 4: 1 I PA VED ---/ L-2.5' LIMIT OFC MPA CTION MEDIAN 95q OF THE MA >(. DENSITY AS DETERMINED BY ASTM 1557 STA: 86+84.51-88+49.52 HORIZ. 1 "=10' VER T. 1 ' — 5' 16" PVC WA TERLINE EP � HP �I 30' EP 7'-1 11 7'-13' EP J0, EP 2, 2' HP H' 2' 2, HP I OG –P. G. WEST P. G. EAST --------27--------5,2o"— --5% ---- --2�-------- -- — -- -- ------------- I — — n V 1— 0.45' A. C. (TYPE A) I 0.75' A.B. (CLASS ll) 2.5' LIMIT OF COMPACT/ON SEE STREET PLANS 95% OF THE MAX. DENSITY AS FOR DITCH FL ELEVATION DETERMINED BY ASTM 1557 TYPICAL BOTH SIDES 16" PVC WA TERLINE STA: 89+69.52-92+99.51 LEGEND P. G. PROFILE GRADE RW RIGHT OF WAY DESIGN DESIGNA TIONS N OG ORIGINAL GROUND R VALUE= 50 0 HP HINGE POINT + ' JC' T.I. = 9.0 z File Name.- Detail—Sections Drawn: MAS TYPICAL CROSS SEC77ONS SHEET NO. CITY OF BAKERSFIEL®, CALIFORNIA PUBLIC WORKS DEPARTMENT JobNo.: 108-23.10 Engineer. IJP Dates 7/25/2013 Checked By. ljP A��IOHAUVK STREET /MR�OVEME�NT3 FROM fi�7�E�DALE H/t�HiN�1 Y TO /ENA LANE 3 OF 49 NO TE.• DITCH FLOWLINE ELEVATION CONTROLLED BY GRADES ON PLAN AND PROFILE SHEET RW if � 55' 55' RW EP J0, EP 7' 7' EP 30' EP HP 2' 2' HP HP 2' / 7� Hl I I P. G. WEST P. G. EAST _2aze —°— 27, t� MA TCH _ sr I I 0.45' A. C. (TYPE A) 2.5' LIMIT OF COMPACTION EXISTING 0.75' A.B. (CLASS ll) OG 957 OF THE MAX. D SITY AS DETERMINED BY ASTA4 1557 GROUND – – - ---------------- --------------------- ---- �'7 �.:— — — — — — — -- 16" PVC WA TERLINE OG S TA: I I J+ 52.20-115+ J2.61 SEE STREET PLANS HORIZ. 1"-10' FOR DITCH FL ELEVATION VER T 1 "– 5' TYPICAL BOTH SIDES RW I _ 55 55' EP 30' EPI 7' EP 30 I HP 2' 2, HP HP 2, MA TCH EXISTING P. G. WES T P. G. EAST GROUND 5,0,75 27 @ R/W —�- —0.4 ' A C (TYPE A) SEE STREET PLANS --J FOR DITCH f ELEVA TION TYPICAL BOTH SIDES LEGEND P. G. PROFILE GRADE RW RIGHT OF WAY OG ORIGINAL GROUND HP HINGE POINT 0.75' A.B. (CLASS Il) A. C. DIKE SEE STREET PLANS FOR LOCA TIONS, DITCH NOT NEEDED WHEN A. C. DIKE IS USED TYPICAL BOTH SIDES - R K FfiTGERS CHULER : I--LIL_.ENGINEERS RW VARIES 55' — 92' � SEE STREET PLANS FOR D/ TCH FL FL 48 ELEVA TION TYPICAL BO TH SIDES I HP 2' MA TCN EXISTING GROUND – P. G. WEST TYPE B CURB & GU ITER 0.5' LIMIT OF L 0.45' A. C. (TYPE A) 957 COMPACTION 0.75' A.B. (CLASS //) '7 GISTERED CIVIL ENGINEER 55' R W �o 9RpFESS/0 czD IAN J. PARKS rn rri No. 58155 * Exp. 6-30-14 C! V I L 0��\R QF CAO 19' to ,37' EP MA TCH EXISTING 2' HP I GROUND I @ R/W P. G. EAST OG SL OPE VARIES 4:1-2. 1 MAX 2.5' LIMIT OF COMPACTION SEE STREET 959 OF THE MAX. DENSITY AS PLANS DETERMINED BY ASTM 1557 16" PVC WA TERLINE STA: 118+ 70.86 - 1221 61.23 HORIZ. I 10' RW RW, RW 5 55' 5 EP FL 4 7' 7' 41' FL 1 7' HFA PA VED MEDIAN 6' I TYPE "M" CURB 2.5' LIMIT OF COMPACTION I 959 OF THE MAX. DENSITY AS DETERMINED BY ASTM 1557 16" PVC WA TERLINE STA: 109+JO-111+JO.02 HORIZ. 1"=10' VERT. 1 "= 5' CITY OF BAKERSF/ELD, CALIFORNIA I PUBLIC WORKS P. G. WES T 29 2% P. G. EAST T I I 0.45' A. C. (TYPE A) I 4" PCC COMBINA TION 0.75' A.B. (CLASS ll)------ SIDEWALK ----------- –— — — — — — — — — — ---------- 2. 5' LIMIT OF COMPACTI–ON ----- -- °. 0.5' LIMIT OF TYPE B OG 959 OF THE MAX. DENSITY AS N 95 7 COMPACTION CURB do DETERMINED BY ASTM 1557 GU TIER 16" PVC/DUCTILE IRON N WA TERLINE S TA. 115 + 53.0 9 118 + 70.8 6 SL OPE VARIES 4:1 SOUTH OF CANAL RAMPS, HORIZ. 1 "=10' 2.5: 1-0.8:1 MAX BETWEEN CANAL RAMPS BOTH SIDES, SEE VERT 1 "= 5' SHEET 13 FOR DETAILS BO TH SIDES m .3 0 L DESIGN DESIGNA TIONS I17 N R VALUE= 50 0 T.I.=9.0 FDate: Nome: Detail—Sections Drawn: MAS z ARTMENT No.: 108-23.10 Engineer. IJP TYPICAL CROSS SEC 7 )NQS SHEET NO 7/25/2013 Checked BY IJP MOHAWK :STREET IMROWMENTS FROM ROSEDAL.E HIG WAY TO SIENA LANE 4 OF 49 CURVE CONSTRUCTION NOTES: O5 CONSTRUCT COMBINATION SIDEWALK AS PER COB STD PLAN ST -2. 11 CONSTRUCT CONCRETE MEDIAN TREATMENT PER SPECIFICATIONS O1 CONSTRUCT PAVEMENT (0.45' HMA TYPE A/ 0.75' AB CLASS II). © CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS SID PLAN A88A. 12 REMOVE EXISTING FENCE WITHIN RW O2 CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. O7 SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. 182.67' 13 CONSTRUCT DOWNDRAIN PER STD PLAN D87A. O CONSTRUCT TYPE "M" CURB PER COB STD PLAN ST -2. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN ST -21. 14 COLD PLANE EXISTING A.C. 0.20' AS DIRECTED BY THE ENGINEER. CJ4 CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "B" PER COB. STD PLAN ST SIZE AS INDICATED O9 CONSTRUCT TYPE "E" HMA DIKE PER CALTRANS STD PLN A87B. 15 SEE SHEET 12 ADJUST SEWER MANHOLE TO FINAL GRADE 128.19' -4, ON PLAN. 1457.90' 3'46'36" 48.07' C10 97.52' 1487.90' 3'45'18" 48.78' Cil 98.98' 1510.40' 10 REMOVE EXISTING PAVEMENT II 101.31' 1540.44' 3'46'06" 50.67' C41 14.93' 4.76' 179'52'43" 4492.85' C42 37.70' I 180'00'00" II STA +19.90 97.41'LT STA +44.61 97.88'LT MAT H EXISTING BCR 2 STA +84.13 64.00'LT ECR 2 STA +04.26 64.00'LT I I I BC 2 CURVE LENGTH RADIUS DELTA TANGENT Cl 62.67' 40.00' 89'46'09" 39.84' C2 56.69' 40.00' 81'12'21" 34.29' C3 6.28' 2.00' 180'00'00" - C4 363.55' 1500.00' 13'53'12" 182.67' C5 144.39' 1491.00' 5'32'55" 72.25' C6 262.96' 1487.00' 10°0756" 131.82' C7 151.46' 1564.00' 5'32'55" 75.79' C8 255.71' 1446.00' 10'07'56" 128.19' C9 96.10' 1457.90' 3'46'36" 48.07' C10 97.52' 1487.90' 3'45'18" 48.78' Cil 98.98' 1510.40' 3'45'17" 49.51' C12 101.31' 1540.44' 3'46'06" 50.67' C41 14.93' 4.76' 179'52'43" 4492.85' C42 37.70' 12.00' 180'00'00" - QRpFESS/pygl�` ,t. ETTGER 4REGISTERED CHULE.R_ �� 10- -I3 IAN J. PARKS CIVIL ENGINEERS t CIVIL ENG/NEER CC No. 58155 � * Exp. 6-30-14 C I V I CF CAS\ REVISION PER ADDENDUM NO. 4 0 8-16-13 REVISED LOCATION OF SEWER MANHOLE C41 � I C2 _ J rot 3 7 STA + 89 81.74' 1 MATCH (EXISTING BEGIN MEDIAN CURB �� TOP OF 3 STA I+83.39 81.43 I / '1 6 --- _ _ SLOPE I MAT H EXISTING _ R/W END MEDIAN CURB I ' 2 C7 STA +49.52 64 STA H E2XIS 43.05' �I EC BEGIN BAY TAPER MATCH E (STING 16"W ST +83.33 43.01' - �� Of MA CH EXISTING - U 2 STA +69.52 54.00 LT1-1 \ -- I LL- _ �- - iii -----_ 12 END C&G 14 ° I ---�� END BAY TAPER -- STA +86+00 0.00' 10 -�� STA +69.52 41.00'L f C12 40� STA 87+04.26 MATCH EXISTING 10 15 BC BC MOHAWK STREET_ _ _ _ 85-75 N00'35'4 E 87+00 s STA +69.52 11.00LT EP Q 1 - ' _ 3 END BAY TAPER N00°20'27"E� - - - _ -T- - �8 AC ELEV=393.81 3 ' --- �- �-- - - ' _ 3 - I ----_- ;- - - ;> --- -- + +04.26 9.00 RT I�--_ - - ---- - -- - >- +71.72 11.00 RT s AC ELEV-395.36 AC ELE �-X95.25 . AC ELEV=395.15 C3 C5 I_ .__�� _ 89+00 s E C11 S 1/4 CORNER I T , 4�1- r�-i_i~ �'- / +73.72 13.00'RT _ -� 1 __- SECTION 22 3 ' 3 C6 ?M 1 T- +04.26 --I AC ELEV=394.92 13.00 RT PLACE A.C. AC ELEV=394.81 L _ -7� r� �T-__ r� C42 0 PER GRADES ON 9 SHEET 12 ' 3 STA +49.52 9.00 RT I I BEGIN BAY TAPER T` _ 12 AC ELEV=394.75 3 STA +69.52 13.00'RT I I MATCH EXISTING -I � BEGIN TAPER C10 I 1 AC ELEV=393.77 10 +81.52 0.95'RT EP 2 10 AC ELEV=393.96 I(D-\Cl C8 STA +69.52 43.00'RT STA +60.62 6 .48'RT BC '� 9 END A.C. DIKE1, 11 I \ , 9 x x 2 STA END C&G 52 54.00 RT C9 EP p 6 L.F. STA +04.26 54.00'RT _ - - �� x BC STA +90.91 54.00'RT STA +25.87 93.48'RT ECR 2 TOP OF 9 BEGIN A.C. DIKE �'�/ ��� ° STA +50.91 93.84'RT� R W SLOPE �g.,_ (o j � I � � 0 BCR 2 � / � �` 7.�-C.:-- STA +19.14 93.96'R CON C.TOP OF SLOPE MATCH EXISTING PAD ' MOHAWK STREET Vert. 1„=20Ver.. 1 5 LOW PT STA: 90+29.25 LOW PT ELEV. 393.05 - - --- - -- -- ---- - ----- - - - - -- --- - - -- --- _ - - - -- - - LVC 200 405 j --- - ---- - ---- - -- --- - - -- - -- - ---- -- - ----- 405 - -- N ----- - - N 1n W -Lo - - - - --- 04 +M I +pp 400 Q -- - - -- w 11 APROX. EXISTING - �- II - ---- -- --- - - -- -- - - - ---- - CD M N- M 400 - - - --- - -- - U) W N N w PGL (EAST) GROUND AT 55' EAST J 0) Z) "� II - Ld - - -- -- - - C) W �mW - - - --- - Q�w >> - - HZJ m - 395 _- -- _ - -- - --- - --- -- --- ---_ 395 --- -0.97%CL -0.3% --0.36% -- _ -0 - -- - .69% -0.35%' 0.45% ---- - - --- ---- -0.28% M - - - - - - - - - - - - - - - -- -- - - - - -- - - -- - - - -- - - - - r� r� PGL (WEST) •- co� �� - N� - -- O 390 TOP OF I � � rn � 7 APROX. EXISTING �,,, � �; r; 390 ^ STS 86+25 + - + M N - - � r7 55' WEST0) 0i ca rn - to - - -- ELEV=391.83 - m > - a`0 > � � r�i - - - + M GROUND AT + � M � jj --- - - � - EX. 12-4 CONDUIT - - - w -- - + M - - - -- -- -- --- -- --00 - - -- - - -- - - - - - W ao II II ao --- - - -- TOP OF PIP --- - t i W r- II W W 0> W - -- - - - --- -- - - -- - -- - - -- r - 385 - STA s6+3s.7s °° > ----- --- � - ~ m w > 385 ELEV=390.67 m w w - - - v --- - - - - EX. 16" PVC WATER LINE - - w w o W - - - - -- -- IL CL Z - - - -- -- m -- - - - - --- --- 120' BAY TAPER (LT) W - - o 380 - -- -- - ---- - - --- --- - - - ------ - ---- ----------- 380 , LOW PT STA: 90+29.25 ------------ -- - -- - LOW PT ELEV. 393.09 a -- - -- - LVC=200 O M 00 O 86+00 87+00 88+00 89+00 90+00 File Name: MohawkExtension Drawn: MAS PLAN �, PROF/LE SHEET NO. CITY OF BAKERSF/ELD, CALIFORNIA PUBLI WORKS DEPARTMENT Job No.: 106-23.10 Engineer. lJP Date. 7/25/2013 Checked By. /JP A40HAWK STREET 1MROVEMENTS FROM ROSEDALE H/C,HWAY TO SENA LANE 5 OF 49 .77r� i Q N Ac C12 STA +68.17 39.81'LT EC Q �2 +67.81 9.81'LT EC STA 90+67.81 AC ELEV=393.75 EC C11 " 92+00 C4 I - --� - - 9- 1 } 0� - N14• 28 57 - _ I + I - I ti� 4' C10 I � +67.81 11.21'RT, EC 1 AC ELEV=393.72 W � J Z C9 CJ STA +68.36 41.21' EC STA +99.69 37.00'LT END TAPER A +67.23 37.39'LT C16 +66.86 7.40'LT CONSTRUCTION MOTES:5O END TAPER CONSTRUCT COMBINATION SIDEWALK AS PER COB STD PLAN ST -2. STA 92+66.86 11 CONSTRUCT CONCRETE MEDIAN TREATMENT PER SPECIFICATIONS O CONSTRUCT PAVEMENT (0.45' HMA TYPE A/ 0.75' AB CLASS II). © CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STD PLAN A88A. BC 12 REMOVE EXISTING FENCE WITHIN RW O CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. O SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. C13 13 CONSTRUCT DOWNDRAIN PER STD PLAN D87A. ® CONSTRUCT TYPE "M" CURB PER COB STD PLAN ST -2. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN ST -911. 1'14'13" 14 COLD PLANE EXISTING A.C. 0.20' AS DIRECTED BY THE ENGINEER. ® CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "B" PER COB. O9 CONSTRUCT TYPE "E" HMA DIKE PER CALTRANS STD PLAN A87B. 32.50' 1492.80' SEE SHEET 12 16.25' STD PLAN ST -4, SIZE AS INDICATED ON PLAN. 1462.80' 1'14'24" 15.83' C17 15 ADJUST SEWER MANHOLE TO FINAL GRADE 17'39'01 " 238.63' C18 10 REMOVE EXISTING PAVEMENT 17'23'35" 230.51' C19 .77r� i Q N Ac C12 STA +68.17 39.81'LT EC Q �2 +67.81 9.81'LT EC STA 90+67.81 AC ELEV=393.75 EC C11 " 92+00 C4 I - --� - - 9- 1 } 0� - N14• 28 57 - _ I + I - I ti� 4' C10 I � +67.81 11.21'RT, EC 1 AC ELEV=393.72 W � J Z C9 CJ STA +68.36 41.21' EC STA +99.69 37.00'LT END TAPER A +67.23 37.39'LT C16 +66.86 7.40'LT +99.51 7.00'LT BC END TAPER AC ELEV=395.51 AC ELEV=395.87 STA 92+66.86 C15 93+ +BC --I- - - T-- 8 C14 +66.86 7.59'RT +99.51 7.00'RT BC END TAPER AC ELEV=395.51 AC ELEV=395.87 48.78' STA +99.77 37.0( A +67.39 37.39'RT END TAPER 3'45'17" C13 T P OF SLOPE R/W-/ I CURVE LENGTH RADIUS DELTA TANGENT C4 363.55' 1500.00' 13'53'12" 182.67' C9 96.10' 1457.90' 3'46'36" 48.07' C10 97.52' 1487.90' 3'45'18" 48.78' C11 98.98' 1510.40' 3'45'17" 49.51' C12 101.31' 1540.44' 3'46'06" 50.67' C13 33.19' 1537.68' 1'14'13" 16.60' C14 32.81' 1507.80' 1'14'49" 16.41' C15 32.50' 1492.80' 1'14'50" 16.25' C16 31.66' 1462.80' 1'14'24" 15.83' C17 473.48' 1537.00' 17'39'01 " 238.63' C18 457.47' 1507.00' 17'23'35" 230.51' C19 645.55' 1500.00' 24'39'30" 327.85' C20 453.22' 1493.00' 1 17'23'35" 1 228.37' C21 597.60' 1463.00' 1 23'24'15" 1 303.03' QROF ESS l pNgl K-1 ETTGE RS -�✓>'HLER \` 7-Z�o•Zo�3 IAN J. PARKS m ,_f'ViL:E&tTNEER REGISTERED CIVIL ENGINEER w No. 58155 * Exp. 6-30-14 R/W 'D DITCH INVERT TOP OF SLOPE ELEV 391.54 --- ---'� _ - - i C21 m \--EP 1 C20 C19 g5+00 + A 92+99.51 EP D TRANSITION g4+00 EP EP - DITCH INVERT ELEV 391.49 Cp C17 �O ;A n r 0 CONSTRUCTION NOTES: O1 CONSTRUCT PAVEMENT (0.45' HMA TYPE A/ 0.75' AB CLASS II). 20 CONSTRUCT TYPE ;B" CURB & GUTTER PER COB STD PLAN ST -1. 3O CONSTRUCT TYPE M CURB PER COB STD PLAN ST -2. ® CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "B" PER COB. STD PLAN ST -4, SIZE AS INDICATED ON PLAN. O CONSTRUCT COMBINATION SIDEWALK AS PER COB STD PLAN ST -2. © CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STD PLAN A88k. O7 SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. O8 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN Sl -21 ® CONSTRUCT TYPE "E" HMA DIKE PER CALTRANS STD PLAN A87B. 10 REMOVE EXISTING PAVEMENT ' CAUTION / 10" OIL LINE SHADE AS NECESSARY O (TYP BOTH SIDES) Qs a 10 N A-- 10" SHELL / C21 OIL LINE P f(00 _ Q / / - EP +54.65 7.001T BC �_ 97+00 AC ELEV=396.05 ' / a C19 -1 - �- +61.85 0.001T C18 �---1 - - AC ELEV=396.1 98 00 I 10 C23 - - ` EP 1 +54.72 7.00'RT v EC AC ELEV=396.05 v/ C17 EPSTA +61.85 37.00'RT 10 EC, PRC C22 DITCH INVERT ELEV 391.49 STA +88.27 55.00'RT EC ELEV=395.05' 11 CONSTRUCT CONCRETE MEDIAN TREATMENT PER, SPECIFICATIONS 12 REMOVE EXISTING FENCE WITHIN RW 13 CONSTRUCT DOWNDRAIN PER STD PLAN D87A. 14 COLD PLANE EXISTING A.C. 0.20' AS DIRECTED BY THE ENGINEER. SEE SHEET 12 15 ADJUST SEWER MANHOLE TO FINAL GRADE CURVE LENGTH RADIUS DELTA TANGENT C17 473.48' 1537.00' 17'39'01" 238.63' C18 457.47' 1507.00' 17'2335" 230.51' C19 645.55' 1500.00' 24'39'30" 327.85' C20 453.22' 1493.00' 17'23'35" 228.37' C21 597.60' 1463.00' 23'24'15" 303.03' C22 34.51' 30.00' 65'55'05" 19.45' C23 21.99' 7.00' 180'00'00" INFINITE C24 34.78' 30.00' 66.25'19" 19.64' _-rri HLF R IAN J. PARKS K_ IVIL_ &LiNEERS REGISTERED CI VIL ENGINEER No. 58155 * Exp. 6-30-14 1 V 1 OF CA�� EXIST I EXIST g�C`J BLDG -- - �i - _ CAUTION ° ° EXIST- CONC 6" WATERLINt VALVE BOX SHADE AS NECESSARY' �_ TOP OF SLOPE R/W (TYP BOTH SIDES) �� ��- `��- DITCH INVERT DITCH INVERT -�- STA +6-x:82--55.00 LT -�� _ _ ELEV 393.20 ELEV 391.54 R/W STA +27.01 55.001TBC, ELEV=395.90 EC, ELEV=395.76 _ N STA +12. EC C24 C2 N tQ STA +99.51 37.00'LT STA +89. 37.001T\,EP ' Q BC EC I STA 99+12.41 +96. 1 7.001-1 I EC r g 99+001\v/ I - N 10'10'33"w �- - BC EP AC LEY=396.99 100+00 C23 101+00 102 +89.51 0.00'RT XISTING SJFM 6 AG ELEV=397.11 WATERLINE STEEL CASING + 6.51 7.00'RT EP I E AC ELEV=396.99 Ljj EC, PRC 02 37.00'RT STA +12.41 37.00'RT �� JI EP J EC 22 z Y Z - - - - - ---------- N�- --- . Q - - - STA +21.6055.00'RT BC ELEV=395.06' R/W ' I DITCH INVERT TOP OF SLOPE ELEV 393.65 R/W TOP OF SLOPE y Y-� - O N - Nf 10 +3 -8 - Z.00'L EP '`-� BC -----ELEV=398.01 X00 - , N10'10'33"W 103+00 �1 104+00 ? 410 405 390 385 Cu R/W_j \- DITCH INVERT TOP OF SLOPE ELEV 393.65 0.40% 0.40% 102+00 C/TYOF_B_A 0) O �m > dam- O �cy) +n ' ERSFIELD, CALIFORNIA +34.82 7.00 EC ELEV=398.01 STA +41.82 3 :16 0'RT CURVE CONSTRUCTION NOTES:5O DELTA CONSTRUCT COMBINATION 34.51' 30.00' 65'55'05" 1 CONSTRUCT PAVEMENT 21.99' 7.00' 180'00'00" SIDEWALK AS PER COB STD PLAN ST -2. C24 11 CONSTRUCT CONCRETE MEDIAN TREATMENT PER SPECIFICATIONS 66'25'19" 19.64' (0.45' HMA TYPE A/ 0.75' AB CLASS II). © CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STD PLAN A88A. 130.53' 12 REMOVE EXISTING FENCE WITHIN RW 2O CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. O7 SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. 5.45'21" 13 CONSTRUCT DOWNDRAIN PER O3 CONSTRUCT TYPE "M" CURB PER COB STD PLAN ST -2. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN ST 21. 14 STD PLAN D87A. COLD PLANE EXISTING A.C. ® CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "B" PER COB.U9 CONSTRUCT TYPE "E" HMA DIKE PER CALTRANS STD PLAN A87B. -APROX. EXISTING M 0.20' AS DIRECTED BY THE ENGINEER. SEE SHEET 12 GROUND AT 55 WEST STD PLAN ST -4, SIZE AS INDICATED ON PLAN. - -- LVC=360' - 15 ADJUST SEWER MANHOLE TO 10 REMOVE EXISTING PAVEMENT - FINAL GRADE R/W TOP OF SLOPE y Y-� - O N - Nf 10 +3 -8 - Z.00'L EP '`-� BC -----ELEV=398.01 X00 - , N10'10'33"W 103+00 �1 104+00 ? 410 405 390 385 Cu R/W_j \- DITCH INVERT TOP OF SLOPE ELEV 393.65 0.40% 0.40% 102+00 C/TYOF_B_A 0) O �m > dam- O �cy) +n ' ERSFIELD, CALIFORNIA +34.82 7.00 EC ELEV=398.01 STA +41.82 3 :16 0'RT CURVE LENGTH RADIUS DELTA TANGENT C22 34.51' 30.00' 65'55'05" 19.45' C23 21.99' 7.00' 180'00'00" INFINITE C24 34.78' 30.00' 66'25'19" 19.64' C25 260.37' 1463.00' 10'11'49" 130.53' C26 1 266.95' 1500.00' 10.11'49" 133.83' C27 1 154.41' 1 1537.00' 5.45'21" 77.27' - �o QROFESS/pN�! E_ZTGERS �� F CHULER �' IAN J. PARKS Z ,1 IVII.�NGINEERS REGISTERED Cl VIL ENGINEER 0:� No. 58155rn * Exp. 6-30-14 OF CAO - STA +33.16 68.35'LT STA +66.48 67.68'LT / DITCH INVERT EC, ELEV=395.23 EC, ELEV=395.10 / ELEV 393.20 STA +33.16 55.00'LT EC ELEV=396.03 �_-- -- STA +56.05 37.0011 C27 BC EP C22, ­` STA +06.74 37.00'LT STA +66.48 55.00'LT O EC EC ELEV=395.87 C22 O j � DO STA 105+56.05 / STA +92.91 37.00'LT � BC �'--_ _ Q � EC I C23 - I --=-�_ 10 _L_ _ 8- 106+00 X I +41.82 0.00'RT �- _ -T- - - ____-/ +99.91 7.00'LT -I -----_-- 10 7+ 00 BC I AC ELEV=398.15 `� � C2 -s -� -----_.�._ _ AC ELEV=396.66 _ EP 0 t� STA --+31.82 37.00'RT +92.91 0.00'RT � EC�AC ELEV=396.83 TA +56.05 37.00'RT �� _ _ _�` _ +99.91 7.00'RT C24 , / - BC AC ELEV=396.66 ��/ �'- C24 _y C25 EP I ----- _ _- - -- Z STA +69.31 55.00'RT \ EC ELEV=397.03 o STA +04.32 55.00 RT o BC ELEV=396.98 PE TOP OF SL DITCH INVERT �.-. ST +69.31 81.94'RT \ ELEV 392.34 _- Q EC, ELEV=395.42 STA +04.32 74.69, RT _ R/� f BC, ELEV=395.80 STq ENS MOHAWK STREET " W N 00 - - LVC=360' - --- -- -- - -- --- - - --------- 00 M MO O 0 - -- - • � Cn M co � - - - + o + o --- - > i> - - <W �w .__I W - J W N N --- --- - --- -- ---- - - -- - - - ---- - --- ---- - ---- - ---- ---- - --- 410 t405 - - - W - m - - -1.08% - PGL (NEST) -APROX. EXISTING M GROUND AT 55 WEST - -- LVC=360' - - to II " W N 00 - _(v____00 H- O 0 PO 0 10 20 40 M > O O > <W �w Vert. 1"=5' �co - ----- -__ - - - - _ -- - --- --- - --- -- ---- - - -- - - - ---- - U U m w 0.86% 104+00 105+00 PUBLIC WORKS DEPARTMENT Name. MohawkExtens/on Na: 108-23.10 e 7/25/2013 H N MAS 6° _ � 108+00 ' IJP P"N & PROFILE SHEET NO. 'By. /,/P MOHAWK STREET /MROVEMEWS FROM RO►SEDALE HIGHWAY TO SENA LANE 1 8 OF 49 �Z 0 10 20 40 Horiz. 1"=20' Vert. 1"=5' �co - ----- -__ - - - - _ -- - --- --- - --- -- ---- - - -- - - - ---- - --- ---- - ---- - ---- ---- - --- 410 t405 V - M - to II - - .- - t w - - -- - - - - ------ -- ---- -- - -- -- 400 GL EAST -0.52% 1 -.43% r r -0.50% - 0.66% --- - ---- --�--�-co E ST1NG co 1'7 o 00 rau - O)APROX. rn orGROUND A 55' �� --- ®rn M� r �c6 v EAST - M� M - - +� +M +M +M ; + p W 0 �� > W- J- � 390 - W HW QW F- QW41 I- - -- M - - - - (n - U V) VJ (n N - x w - --- -- - > - W U U U - U -- - i m W m _ W s O i - -- _-_ - w -- - - -- _- -_ - ---- - -- ---- ---- ------ ------ 385 v Q - N 106+00 107+00 O MAS 6° _ � 108+00 ' IJP P"N & PROFILE SHEET NO. 'By. /,/P MOHAWK STREET /MROVEMEWS FROM RO►SEDALE HIGHWAY TO SENA LANE 1 8 OF 49 CURVE CONSTRUCTION NOTES:5O DELTA CONSTRUCT COMBINATION SIDEWALK AS PER COB STD PLAN ST -2. 260.37' 11 CONSTRUCT CONCRETE MEDIAN TREATMENT PER SPECIFICATIONS O1 CONSTRUCT PAVEMENT (0.45' HMA TYPE A/ 0.75' AB CLASS II). © CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STD PLAN A8 A. 12 REMOVE EXISTING FENCE WITHIN RW O2 CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. 7� SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. 11.60' 13 CONSTRUCT DOWNDRAIN PER STD PLAN D87A. O3 CONSTRUCT TYPE "M" CURB PER COB STD PLAN ST -2. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN ST -21. 14 COLD PLANE EXISTING A.C. 0.20' AS DIRECTED BY THE ENGINEER. ® CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "B" PER COB. STD PLAN ST -4, SIZE AS INDICATED ON PLAN. ® CONSTRUCT TYPE "E" HMA DIKE PER CALTRANS STD PLAN A87B. 227.90' 15 SEE SHEET 12 ADJUST SEWER MANHOLE TO FINAL GRADE 114.17' C34 226.83' 1493.00' 8'42'18" 113.63' C35 222.27' 1 1463.00' 1 8'42'18" 1 111.35' 10 REMOVE EXISTING PAVEMENT CURVE LENGTH RADIUS DELTA TANGENT C25 260.37' 1463.00' 1011'49" 130.53' C26 266.95' 1500.00' 1011'49" 133.83' C28 22.99' 1493.00' 0'5257" 11.50' C29 23.21' 1507.00' 0'52'57" 11.60' C30 30.84' 1537.00' 1'08'59" 15.42' C31 233.52' 1537.00' 8'42'18" 116.98' C32 228.96' 1507.00' 8'42'18" 114.70' C33 227.90' 1500.00' 8'42'18" 114.17' C34 226.83' 1493.00' 8'42'18" 113.63' C35 222.27' 1 1463.00' 1 8'42'18" 1 111.35' QRpFESS/ON�I _ TTGERS _ CHULER 7_ZIAN J. PARKS m DVIL_ NGINEERS REGISTERED CI VIL ENGINEER m No. 58155 m Exp. 6-30-14 I V I OF CA�� TOP OF ' 1 SLOPE r R /`N I Q STA +55.82 47 88 I I 36'LT - Q BEGIN DITCH ,� I TA + 2 � S00 TA +33.50 47.96'LT IN Dk-TC I Q I ND DITCH � _ J _ �3K �y ' INVERT `� 1 DITCH ' CAUTION 2-24" HDPE CASINGS TOP OF SLOPE _ " EV 392.13 SHADE AS NECESSARY DITCH INVERT 13 STA +34.20 48.13'LT EL Q '� OVERSIDE DRAIN STA +35.99 0 1 STA +83.35 66.00'LT 13 ' 1 ^ TYP BOTH SIDES) ELEV 391 83 END DITCH ` Ek --- Nj - - OVERSIDE DRAIN TOE OF R /W _� N� SLOPE STA +83.35 37.00'LT -- . C30 -- _ _-- - . ---- - - -� "'�:. OVERSIDE DRAIN - - _- STA +23.01 00'LT N I 37.�-f U, I EC � � s X 199 L.F. I I I I 1 STA +48.73 37.00'LT s STA+76.62 37.00'LT I BC P 13 STA +37.06 37.001T EC C29 STA 108+23.01 BEGIN HMA DIKE 140 L.F. EC Q 00 g X STA +34.20 48.13'LT CAUTION STA 112+76.62 114 STA 110+48.73 OVERSIDE DRAIN 13 EXISTING 16" EC -{ - C26 -I N00'01'16"E 109+00 BC PG&E GAS LINE +-----_ - C28 �- - --►--- 110+00 $ EP C34 8 113+00 1,,408-41'02"W �_-- I cn 111+00 112+ 00 _ --------L - I 2-24" HDPE F-- - I- SJFM CASINGS C33 �- EP � I �J STA +23.01 37.00'RT DS TA +04.20 45.36'RT 12 C32 s I EC CH INVERT X C25 I 261 L.F. I STA +28.16 37.00'RT 330 L.F. 1 Z BEGIN HMA DIKE J �' - - EP STA +48.73 37.00'RT s STA +76.62 37.00'RT BC EC ( Z Q X N STA +15.48 37.00'RT 13 C31 --- OVERSIDE DRAIN STA +55.85 37.00'RT � 3 Q N s DRAIN OVERSIDE � STA+33.51 47.85'RT I END DITCH STA +54.19 47.54'RT STA +15.48 57.12'RT BEGIN DITCH � DITCH INVERT �VERSIDE DRAIN 1 DITCH INVERT ELEV 392.34 STA +55.85 77.92'RT 13 I \ _ _ DRAIN ELEV 392.13 -- - _ _ TOP OF SLOPE � � - _ OVERS, R/W TOP -OF - I �4. �/ --- -- 7� -1 0 10 20 40 Horiz. 1"=20' Vert. 1"=5' 1 m 0 Cn d. LO 405----------� NC" + M Oil- `- W QJ �W (n --- U W -0.52% 395____ - L; CD 390j__-__________._ n o 385-F--- - _ ---- -- -- 108+00 109+00 110+00 111 +00 112+00 113+00_ /'75S 114+00 Fi7e Name. MohawkExtensionDrawn: MAS PLAN &PROF/LE SHEET N0. CITY OF BAKERS'IFIELD, CALiFORN/A PUBL/C WOR S DEPARTMENT � N�: 108-2310 Engineer. ,jp IDate.• 7/25/2013 Checked By. i jp II yIOHA WK STREET /A�IIfirOVE01 �dEM �3 =QOM � ' Dst;LE H ihl V Y�4 Y TO SYENA LANE OF 49 CONSTRUCTION NOTES: O5 CONSTRUCT COMBINATION SIDEWALK AS PER COB STD PLAN ST -8. 10 REMOVE EXISTING PAVEMENT O1 CONSTRUCT PAVEMENT (0.45' HMA TYPE A/ 0.75' AB CLASS II). © CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STD PLAN A8 A. 11 CONSTRUCT CONCRETE MEDIAN TREATMENT PER SPECIFICATIONS rJ2 CONSTRUCT TYPE "B" CURB & GUTTER PER COR STD PLAN ST --1. 7O SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. 12 REMOVE EXISTING FENCE WITHIN RW �3 CONSTRUCT TYPE "M" CURB PER COB STD PLAN ST -2. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLANS 29. 13 CONSTRUCT DOWNDRAIN O CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "B" PER COB. O9 CONSTRUCT TYPE "A" HMA DIKE PER CALTRANS STD PLAN A87. STD PLAN ST -4, SIZE AS INDICATED ON PLAN. PROPOSED ALON \ \ STA +84.09 86.361LT TOE OF PIPELINE PROTECTION TOP OF SLOPE END DITCH V ^� \ SLOPE 2", 4", 3", 4" \ - � J 6 3 \ I 6" INSULATED 2-12" CASING �� `��� 14" CASING SPARE CURVE LENGTH RADIUS DELTA TANGENT C23 21.99' 7.00' 180'00'00" INFINITE C36 232.85' 2143.00' 6'13'32" 116.54'- C37 462.55' 2180.00' 12'09'25" 232.15' C38 1 420.31' 2228.00' 10'48'31" 210.78' C40 20.38' 2132.00' 0'32'52" 10.19' - _ j- ETTGERS CH L E.R _,tI.VILTMC 1NEERS 1 x x � � REGISTERED CIVIL ENGINEER FESS/o4/ 9` F C 2c cD IAN J. PARKS No. 58155 � * Exp. 6-30-14 C 1 V 1 L�\Q OF CAO TOP OF SEE SHEETS 13-15 V -�_ _ _ SLOPE FOR CANAL RAMP TOP OF DITCH INVERT ��� A V�:. DETAILS SLOPE DITCH INVERT ELEV 392.13 3 STA +84.43 79.62 LT �� o ELEV 403.65 -� � OVERSIDE DRAIN `���� � O I 5 5 CONSTRUCT HMA OVERSIDE + I J �`' DRAIN PER CALTRANS DETAIL J � I STA + 7 � 9 1 _ x ; CURB. t�IEY FQ$_ CONCRETE � \ � O - --$8.7 D, - � 3 9 .61 37.98 LT �O L.F. =-�' ` . o _ + I OVERSIDE DRAIN 0 Q J�� x � I� 2 4 STA +80.34 48.00'LT �;_� STA +17.99 2 s EP STA +13.64 37.00'LT 48 DRIVE 4 STA 48STA + DRIVE END S/W Q \ Ic i I 2 STA +29.51 48.00 LT BEGIN CURB, GUTTER �q STA +50.02 4 2 Y' & S/W .i 1 \ J \ 12 BC O +49.18 7.00'LT 3 STA 117+34.52 1 \ AC ELEV=403.71 �' x +41.85 7.00 LT CE INT. CANAL AC ELEV 405.43 � � I C2 +48.85 0.00'RT 0 -i - - T- - --08'41'02"W 115+00 C23 i� ._ �_ ? moi_' �- - -�--I----- > > AC ELEV=405.60 119+00 C37 +42.18 0.00'RT 8 EXISTING ALON 8" GAS LINE 120 W I AC ELEV=403.77 ` \ PROTECT IN PLACE � � � � \ � �'+41.85 7.00'RT STA 118 50.02 +49.18 7.00 RT J I AC ELEV=403.71 3 � CANAL ', ',, AC ELEV=405.43 ', BC EXISTING ALON 3-6" OIL LINES EXISTING ABOVE GROUND PIPE RACK TO BE RELOCATED AND STRUCTURE PROTECT IN PLACE W Z SEE SHEETS O V I ENCASED BY PARAMOUNT PETROLEUM. CONTRACTOR TO 34-44 FOR _ EXISTING ALON 10" WATER LINE I J I� 9 EP COORDINATE WITH PARAMOUNT PETROLEUM PER SPECIAL Z Q PROVISIONS. \ DETAILS ; PROTECT IN PLACE CJ s ,{ x 4 STA +60.77 ', STA +29.03 1 ` to EP C36 STA +32.61 37.00 RT 2 \ 48' DRIVE �s 2 4 48' DRIVE I Q 13 STA +31.45 43.20'RT x `: VA C 0 _ Z OVERSIDE DRAIN � STA +70.86 �00'RTEP - - y y y} _ I ---- 2 STA +53.09 48.00'RT x 5 t1 ,�`,Clk _ BEGIN CURB, GUTTER ;, �,, � � 1 ,, '� '�, DITCH INVERT & S/W SEE SHE TS 13-15 EXISTING SJFM 6" OIL , ELEV 403.48 R W STA +70.86 48.00 RT / DITCH iNVERT ` t FOR CANAL RAMP PROTECT IN PLACE S END CURB, GUTTER ELEV 392.13 rl STA +13.40 95.0TRT ` '�, DETAILS (TYP) & S/W OVERSIDE DRAIN 1 \ \ STA +50.02 48.00'RT x \ BC 1� - - - --�__ TOE OF SLOPE , ^� ' t i \ 1 1 0 10 20 40 " \ Horiz. 1 =20 HAWK STREET " -�' � --�. `r� TOP OF!- _ .. TOP OF SLOPE SLOPE Vert. 1 "=5' 415 --�- ---- - - - - - _ - - - - - - -- - - -- - - - - - -- 415 -- - - - -- - - --- o 00 LVC=260' - --- - - o - -- co c� 0'oa LO 00 M - - -- 00 LO 0 °0 - co ------ - - ----- ---00 co co _ O vi u�\ --� •. =� + 410 +�,____ ---- - - � � � N - -- -- - + -- - -- 00 �- Q 0- _ - - ., - - -- - -- _ - -- ------------ 410 - -- - W + Mo + o + o co II - - - - cn > cn > PGL EAST r U - - --- -- - -- -- - Ln c) d - --- - - - - - W - - W uj - - _ (EAST) - (n > - - II r II - z > - --- (n - - - -- m w (n w w w w a< W orQ-W �w D J - - PGL (EAST) - -- - - 405 m WUW W(nW (nm0 W W - �_� - - __0.40% - - - --- --- - - - - o - 0.39% 405 0.40% - - - - - -- I P - - M (EXISTING ABOVE GROUND PIPES PGL (WEST) c� EX. 10" WATER LINE ALON O STA 118+82.83 , , 1.70q ) s - -- i ' � STA 118+89.36 EX. 8 GAS 1.70% - -- -- - - - _" 400 ------------- ------ _----- APPROXIMATE LOCATION: - ---- ------ - " + 04 EX. ELEV=402.07 - K. 6 OILALON- - - ------ - - -- - - --- - - ---- --- - -- ----- -- ---- 40 L - - _ - OF PROPOSED CASK' a 4 LINE - - -- ( /�' - - -LINE- - o EX. 3-6" OIL LINES ALON SJFM - --- - Opo �� APROX. EXISTING ro 04 / - -F-1 11 - - _ . ,� - - - - 00 rn -- - - - N > - 00 r V) co ro � N N � / �,/' GROUND AT 55 WEST 06 Ki J -- - - ------------ + `f o- o..'' U o - - - - APROX. EXIST1NG �� h�I --- ----- -- - _ _ m W - - - - -- - - -- -- - - - -- - 39J `� GROUND AT 55' EAST 0 w d �► - -- - - z w > '��� U - - X Li (n m-- > WNW W(nW m0(nW LLJ V / y - - > \ - -- -- LVC=260'- 390-------------------. -_-___ - ---- - - -- - - - ----- 390 LJ LJ o - STA 117+34.52 - - - - - - - - ELEV=38'9.16010 - -- - - - - 0 114+00 115+00 116+00 117+00 118+00 119+00 l5\-7 120+00 z fl7e Name: MohawkExtension Drawn: MAS PLAN & PRORLE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WOR S DEPARTMENT Job Na: 108-23.10 Engineer: /JP Date 7/25/2013 Checked By. -i. is MOHAWK STREET /MROVEMENTS FROM ROSEDALE HIC,*MAY TO SENA LANE 10 OF 49 J-1 - ETTGERS _CHLJT TR ,,��I�L_ENGINEERS- 1 0 + �� \ 4�� pill G I o G '139y�9 �°SAO G � S A � � Q X95tx- P N F .2 G�0 � �D GHQ �G 1,� �--Ota._ O �-��� �� ROSED 'CO _ N89'10'45"W SECTION LINE €N89'45'12"Wi — — — — — — — — VARIES 2'-23.67' H WY REGISTERED CIVIL ENGINEER LEGEND O �o FESS/O,�gI C.D IAN J. PARKS Lu No. 58155 m * Exp. 6-30-14 CI V IL ���Q OF CA1-� EXISTING GRADE PROPOSED GRADE EXISTING CONTOUR PROPOSED CONTOUR Coll 0 cTCP ��O - -- - - - - - - - - F A4 G — — — — — — — N89*10'33"W 2662.60' €N89-44'58"Wi — — — — — — — — EXISTING A.C. o w I \---S Fl1e Name.• INT 10—scale Drawn. MAS ROSED�4LE I NTERSEC770N GRADING MOHAWK STREETT /MROVEMENM FROM ROSEDALE H/C *TWAY TO SENA LANE 1/4 CORNER Job No.: 108-23.10 SLOPE VARIES 0.45' A.C. (TYPE A) OBD - — -- 4-tx- A.B. (CLASS !!) (n N Coll 0 cTCP ��O - -- - - - - - - - - F A4 G — — — — — — — N89*10'33"W 2662.60' €N89-44'58"Wi — — — — — — — — EXISTING A.C. SAWCUT w I \---S Fl1e Name.• INT 10—scale Drawn. MAS ROSED�4LE I NTERSEC770N GRADING MOHAWK STREETT /MROVEMENM FROM ROSEDALE H/C *TWAY TO SENA LANE 1/4 CORNER Job No.: 108-23.10 SLOPE VARIES 0.45' A.C. (TYPE A) � w SECTION 22 0.75 A.B. (CLASS !!) (n N rn O Y N d 2IZ o OI o COLD PLANE EXISTING U A.C. 0.20 AS DIRECTED N BY THE ENGINEER •3 0 L 25' LIMIT OF 959 COMPACTION M A COLD PLANE SECTION 0 5 10 20 NO SCALE 00 0 r% or j{ Horiz. 1"=10' Z /'� /� CITY OF B�4KERSF/ELD, �. CALIFORNIA PUBLIC WORK DEPARTMENT Fl1e Name.• INT 10—scale Drawn. MAS ROSED�4LE I NTERSEC770N GRADING MOHAWK STREETT /MROVEMENM FROM ROSEDALE H/C *TWAY TO SENA LANE SHEET NO. 12 OF 49 Job No.: 108-23.10 Engineer. /JP Date. • 7/25/2013 Checked By. /,gyp ON 42 VI STA: 0+87.55 Q oo M PVI ELEV. 404.5 - - L=50 - - 25 42 42 - ---- - --_----- _-__ 25 42 42G----------- - ---- ---- -- - -- w o ul n 'LO ! ® II - > - c%i 14 - - -- - - --- - 04 Ci - 20 42 ---_Q - 0 V) W o LOW - PT STA: 0+76 44.61 7 LVC: 50.00 20 - I]J PG L PVI STA:0+88.- LOW PT ELEV. - --- - - U> - >w- ---- 00 O ao06 - - - PVI STA:0+89.74 W ISO - MO - m- rn Nr7 96%-1.13% -1.09%_. + PVI ELEV. 404. M + PVI . STA: 1+4584 - -- -- Y - - ..w - 05 - - -- K:11.15 PVI FI FV- 406 32 N - FLOWLINE - 7 Opg m m __- ^_ STA: 0+29.00 15 41 - - Y o LVC• 50.00 -- L-50' -- -- -.- APPROX. m 00 co - - - -0.85% 0 COO j wm 04 CD - - - - - caenP' iffi PALAD NN0014- --- �� -- w± - 11 - --- - PVI STA:1+49.93 04 m +O - (Do - C) + or, 0 0 0' H J m + o 41 - -- - Q0 o .. Lu APPROX. + ELEV. K: - -- 10 41 0 V) w cii U EXISTING P OFILE (ii U - - - �- �m GRADE 0 RAMP >wU>-- > m > 41 - -- - - o II ---- -- - - -- > - - m CENTERLINE w m w �i_ LVC: 50.00 - i - - -- - - - - 3 40q -0.70% - 40 Q 9 g�-1.43% - 1.09% -- 0V)W U ---- >m 05 40 MN FLOWLINE- - - - -- MATCH EX. ROA PGL w moo- NO - -- ^� STA: 0+29.00 - Q N PGL - - - STA: 1 +72.45 - �.. ELEV. 404.38 -- m M Waf oM - (V -- - 40 ELEV: 406.14 ---- - - - - - 40 ---- - --BACK OF D/W--- , , W cn U o II II m- � + 05 40 A00 >m > w o I I > 40 STA: 0+36.00 LLJ LL, Lj ELEV: 405.01 .0p 39 0 (f) W -- 395 39 0+00 1+00 2+00 2+40 STA: 0+29.14 LINE "N W2" NORTH WEST 2 CANAL RAMP 42 VI STA: 0+87.55 Q oo M PVI ELEV. 404.5 - - L=50 - - LOW PT STA: 1+87.94 m o 25 42 42G----------- }--- ---- ---- -- - -- w o ul n 'LO PVI STA: 1 +62.94 ® II - > - c%i 14 - - -- - - --- - 04 Ci - PVELEV-. 399.22 ---_Q - 0 V) W o � - - - LVC: 50.00 20 42 I]J PG L PVI STA:0+88.- _ O Y o �-- Q N W - --- - - U> - >w- ---- 00 O ao06 - - - - PVI ELEV:404.4 W ISO - MO ISO 00O m- rn Nr7 96%-1.13% -1.09%_. + M + W> - - 8 -� - - - ..w - 05 - - -- - FLOWLINE - 7 Opg m m w STA: 0+29.00 - - -- Q -- u - LOW PT ELEV. 399.62 -- -- -.- APPROX. - - - - -0.85% BACK OF D/W - - - caenP' iffi PALAD -- - - -- -- . MCV - PVI STA:1+49.93 - - - - m + o -too- + - - -- - - PVI ELEV. K: - -- - w o- - - - �- 10.00 41 - -- - - o II ---- -- - - -- > - .. w �i_ LVC: 50.00 10 41 0V)W U ---- >m >W MI,- MN - -- - PGL w moo- NO - -- ^� - - � O Q N - - �.. + .. -- m M Waf oM - (V -- - 40 -- -- - - -- ----- - - 2'-1.44% --- �_ a'2 - - -1.09% - W cii , , W cn U o II II m- � + 05 40 >m > w o I I > LLJ LL, Lj .0p 0 (f) W -- FLO WLI N E STA: 0+29.14 40 - - ---- ELEV. -------- --- - - -2.00% 00 40 BACK OF D/W - 4.169; STA: 0+36.64 APPROX. ''---- ELEV:405.00 - EXISTING PROFILE -. GRADE ® RAMP - CENTERLINE - 39 ---- ----�-------------------- 395 39 - MATCH EX. ROA STA: 2 ; 20.40 ELEV: 198.33 _ 39 390 39 0+00 1+00 2+00 2+40 LINE "NW1" NORTH WEST 1 CANAL RAMP _ ETfi ERS CHULER `7- r IVILEN INEERS REGISTERED CIVIL ENGINEER U+UU 1+UU LINE "NE2" NORTH EAST 2 CANAL RAMP U 5 0 ei 5 U r -• --- - -- - ----- VI STA: 0+87.55 Q oo M PVI ELEV. 404.5 - - L=50 - - LOW PT STA: 1+87.94 m o LOW PT ELEV. 399.01 w o ul n 'LO PVI STA: 1 +62.94 ® II - > - c%i 14 - - -- - - --- - 04 Ci - PVELEV-. 399.22 ---_Q - 0 V) W o � - - - LVC: 50.00 - - -- - - -- - - I]J PG L - - _ O Y o �-- Q N W - U> >m - - U> - >w- ---- 00 O ao06 - - m W ISO - MO ISO 00O m- rn Nr7 96%-1.13% -1.09%_. + M + W> - - 8 -� - - - ..w - 05 - - -- - FLOWLINE - 7 Opg m m w STA: 0+29.00 ELEV. 404.43 - -- -- -.- APPROX. -0.85% BACK OF D/W - - - caenP' iffi PALAD -- - - -- -- File Name.. Mohawk E CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORK DEPARTMENT �� No : 108-2310 I iDate.• 7/25/2013 Engineer. UP Checked BY lJP 21-:00 MATCH EX ROAD STA: 2+05.00 ELEV:398.86 - 25 20 15 10 05 MEG Q9 02+4 CANAL PROFILES AdC*-L4 WK 87REET IMROVEMEN TS FROM ROSEDALE HIC#MA Y TO SIENA LANA FESS/ pN�` IAN J. PARKS m No. 58155 � * Exp. 6-30-14 Jj'9TF C / V I Or- CAI-\ 0 10' 20 40 Horiz. 1"=20' Vert. 1"=5' .)7 S8 SHEET NO. 14 OF 49 A 42 20 41 1 + SOW PT ST -A! 1-�67-0 -415 ' PVI ELEV: 403.52 - __ LOW PT ELEV.- 399.17 YONPVI Q OPO -L=50'- STA: 1 +42.08 PVI ELEV: 399.39 ��� m �� - - - - �� K: 8.15 -- - - 41 - + --- - --- ---- - --- - -- - �QW -- ao o� ao +� LVC: 50.00 10 o,�---- o - - - - - - - 1 C��W W UU Uj + - +M __. - - <C)000 -- - - - - > > --- m ---- --C PGL PGL --- - - > W _ *- .. - W - -- -- •- - -- - -- - w O o0 m - --- -- -- -- .. W - - ------ -- .. W m -- -+ N a' 40 --,-------- --- -- -- > �— > w 05 o 96 ?-1.43%-1.09% m w - Q Q - - - of w - - - -- c- FLOWLINE - - - _ _ '7STA: 0+29.00 - - q O ---- - --' - ELEV: 403.43.-- -- - --- OO BACK OF D/W STA: 0+36.00- ELEV:404.06 - '-- - APPROX. 39 ' --- - - '----------- EXISTINISTINd PROFILE GRADE 0 RAMP-395MATCH EX. ROAD CENTER INE -- -- - STA: 1+98'.46 - - ELEV.- 398.90 39390 0+00 1+100 2+00 2+40 LINE "SW" SOUTH WEST CANAL RAMP 42 41 41 .N N 39 39 �o �,Rpf SSS/ON�I __ M --ERS --61--CHULER--------'ZJc�' IAN J. PARKS _C ]E-& INEERS REGISTERED I VIL ENGINEER � No. 58155 � * Exp. 6-30-14 ,* I V I OF CAO U+UU File Name: Mohawk E) CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WOR S DEPARTMENT Job No.: 108-23.10 IDate: 7/25/2013 1+UU LINE "SE" SOUTH EASTCANALRAMP 2+UU 20 15 05 no] 95 90 2+40 0 10 20 40 Horiz. 1"=20' Vert. 1"=5' L.IlUffil. I CANAL PROFILES Engineer: lJP Checked Bu i. /P MOHAWK STREET IMROWMEAMS FROM ROSEDAL.E HIC MVVAY TO SIENA LANE SHEET NO. 15 OF 49 LEGEND: TO BE RELOCATED N OTE: CONTRACTOR SHALL WORK DURING P.G.& E.'S RELOCATION OF POLES & OVERHEAD FACILIIES. CONTRACTOR TO COORDINATE WITH P.G.& E. PER SPECIAL PROVISIONS. SOUTH 1/4 COR. SEC.22 T.29S., R.27E., M.D.M. STA 85+49.51 EXISTING 16" WATER LINE PROTECT IN PLACE (PROFILE - SH. 5) 85+75 86+00 -- -- 0 PG&E - POLE 12 \ GUY STUB & ANCHOR (EXISTING POLE & ANCHOR) - ------------- _- ET_TGERS CHULER 0vIL:ENGlNE ERS REGISTERED CIVIL ENGINEER 0 EXISTING 18" SEWER LINE PROTECT IN PLACE EXISTING SEWER MANHOLE EXISTING 6" SHELL OIL LINE PROTECT IN PLACE AND TO BE REMOVED (BY SHELL) QD ADJUST TO GRADE I ISEE SHEET 5 1 iT f STA 87+04.26— I BC 87 00 PRIN P EXISTING12" "LACER LINE 8 —18"S — s { 89+00 i CAUTION I AT&T FIBER OPTIC (PROFILE - SH. 5) } I pHE OHE I - EXISTING OH ELECTRICAL _ ! (TO BE RELOCATED BY PG&E) WE - ii OHE - pNE GUY WIRE i OHE PG&E - POLE 1 `" OHE (NEW POLE INSTALLED) EXISTING WELL TO BE ABANDONED BY OTHERS CITY OF BAKERSF/ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT F17e Name. • Utility Plans Job No.: 108-23.10 Dote. 7/25/2013 Drown: MEA Engineer. 1JP Checked By. /,/p 18„S \ OHE OHE �..-t 7'ir = TOH EXISTING 18” SEWER LINE PROTECT IN PLACE EXISTING SEWER MANHOLE PROTECT IN PLACE AND ADJUST TO GRADE SEE SHEET 5 OHE — '-- PG&E --POLE 2 ®HE - ------- (NEW POLE INSTALLED) OHE LML17Y PLAN 4 OnFESS/ONS` IAN J. PARKS w No. 58155 * Exp. 6-30-14 Civi OF CA1-\ ii 0 10 20 40 Horiz. 1"=20' SHEET NO. 16 OF 49 6" SH PG&E POLE (EXISTING & ) Cb L CAUTION 0 lam / `��10" OIL LINE rIl SHAD � iTYp B� H S ECESSAR r Q DES) CO �L . — 96+00 1 o i► �SHELL P OIL (PROF/LE OFILE _ SH I FELINE 7 97+00 I�. --E GER, ._CHULE CV._IL_EI�IGINEERS. , � -S4� 7 -44P -2P REGISTERED CIVIL ENGINEER QROFESS/O,v IAN J. PARKS Lu No. 58155 � * Exp. 6-30-14 ��9TF CI OF LL 01L ONE — 0 t_ CHOR _ — 0LJ EXISTING SJFM 6" �''- 0 — _ ---�� __ , PG&E - POLE 5 & ANCHOR WATERLINE STEEL CASING ---_ l' (SEE SHEET 7 FOR PROFILE) �� �`--@}.}E — EXISTING POLE &ANCHOR) / CAUTION 0_ N 10" OIL LINE EXISTING OH ELECTRIC SHADE AS NECESSARY _ (T BE RELOCATED BY PG&E) / (TYP BOTH SIDES) FI O STA 99+12.41 I ~ EC ' 98 00 i— + -- -- i .J l 99+00 100+00 MOHAWK STREET 101+00 ---- I -- --- - -- —I-- -- -- ---- f-- — ' — — 0 10 20 40 Horiz. 1"=20' LLULIN U: E CL N TO BE RELOCATED NOTE: CONTRACTOR SHALL WORK DURING P.G.& E.'S RELOCATION OF POLES & OVERHEAD FACILIIES. CONTRACTOR TO COORDINATE WITH P.G.& E. PER SPECIAL PROVISIONS. CITY OF BAKERSF/ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name. Utility Plans Job No.: 108-23.10 Date. • 7/25/2013 Drawn: MEA Engineer. /JP Checked By. 1,1p SHEET NO. 18 OF 49 n i rnr�ir�. -1111 1-k TO BE RELOCATED NOTE: CONTRACTOR SHALL WORK DURING P.G.& E.'S RELOCATION OF POLES & OVERHEAD FACILITES. CONTRACTOR TO COORDINATE WITH P.G.& E. PER SPECIAL PROVISIONS. 0 102+00 103+00 --► — — -1 OHE — PG&E - POLE 6 & (NEW POLE & ANCI -; _HLEI IVIS-ENUINEERS TERED Cl V IL ENGINEER ��o QROf ESSIONgI cD IAN J. PARKS � No. 58155 �0 * Exp. 6-30-14 J'Jq�F C l V I OF CA0 PG&E — POLE g/ (NEW POLE 8c ANCHOR & ANCHOR INSTALLED) rd / �ca EXISTING OH ELECTRIC �'"--- GUY WIRE / I N OHE (TO BE RELOCATED BY PG&E) / O 0 OHE 1 '4+00 �—_ 0 5�0 106+00 - 1 . CHOR INSTALLED) 107+00 �-- STA 105+56.05 OHE Lu OHE OHE — OHE� „� �uVHE Otic -� PG&E — POLE 7 ®HE (NEW POLE INSTALLED) File Name: Utility Plans Drawn: MEA UTILITY PLAN CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WOR S DEPARTMENT dab No.: 108-23.10 Engineer- 1JP IDate.• 7/25/2013 Checked By./,ip M01 -AW STREET /MROVEMENM f 9130 R+OSEDALE' J' AGWAY TO SIENA LANE 0 10 20 40 Horiz. 1"=20' GJ J Es SHEET N0. 19 OF 49 rn TO BE RELOCATED NOTE: CONTRACTOR SHALL WORK DURING P.G.& E.'S RELOCATION OF POLES & OVERHEAD FACILIIES. CONTRACTOR TO COORDINATE WITH P.G.& E. PER SPECIAL PROVISIONS. OI . J9;Jl 39��8 Y s 2y� STA 108+23.01 108+00 I i OHE �I �i OHE --- __ i OHE I _ CAUTION 2-24" CASINGS SHADE AS NECESSARY (TYP BOTH SIDES) _ TIGERS HULERR f IV, -ENGINEERS . --- — of _ - ------_ _ 2-24" HDPE SJFM CASINGS (PROFILE - SH. 9) r 109+00 40+00 ---, v- STA 110+48.73 111+00 112+00 HE EXISTING OH ELECTRIC EXISTING OH ELECTRIC OHE OHE (TO BE RELOCATED BY PG&E) (TO REMAIN & BE RAISED BY PG&E) _ OHE 0 — — — OH 1 ----- _ 0 — -- — — OHE - 0 — 0 - - OHE 0 OH bY' OHE ---- PG&E — POLE 9 (RELOCATION PROPOSAL) REGISTERED CIVIL ENGINEER CAUTION EXISTING 16" PG&E GAS LINE _ (PROFILE - SH. 9) ! s I i = I STA 112+76.62 0 EC 11 ILLJ J I� i G- - - - -- - - — — — 7 OHE ...� J�. PG&E — POLE 10 & A (RELOCATION PROPOS 0 0 PROF ESS /0�`4l IAN J. PARKSri m No. 58155 * Exp. 6-30-14 ��9TF CIV 1 L FQ��\P �F CA\ _--- " fes - i --- O 113+010 - - -+ ----- - -+- 0 10 20 40 Horiz. 1"=20' File Name.- Utility Plans Drawn: MEA U77LITY PLAN SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WOR �SDEPARTMEW Job No.: 108-23.10 Engineer. 1JP Date. • 7/25/2013 Checked BY lJP MOHAWK STREET /MROVEMENTS FROM RO�SEDAL.E HA WAY TO 5ENA LANE 20 OF 49 JE 1" a r M N I 00 O LE O ., m Lu J V 0 rn 4 9 �a 0 0 M File Name: Utility Plans Drawn: MEA U 7LITY PLAN SHEET NO. Cl - Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORK DEPARTMENT Job No.: 108-23.10 Engineer. !JP Dote: 7/25/2013 Checked By. IJP AdOHAWK STREET /MROVEMENM FROM ROSEDALE H%C OMAY TO SIENA LANE 21 OF 49 17 M N 1 00 0 i z LI rnl �I Q, 121+00 I - - 120+00 I I I 41 Z ------------ V 172+00 --T23+0c�— 9ETTGERS CHULER ,,�IVII�ENGINEERS 124+U-0 3TA 123+12.57 -ND CONC. MON. MOHAWK STREET REGISTERED CIVIL ENGINEER FESS/o/ gl IAN J. PARKSLi m No. 58155 � * Exp. 6-30-14 s�'9TF Ci v i ����� OF CAO XZ=>---x---C=:=-- 0 10 20 40 Horiz. 1"=20' IM ■ >, 6.!- 59 CITY OF BAKrERS'FIELD CALIFORNIA PUBLIC WORks DEPARTMENT File Nome. Utility Plans EngiDrawn: MEA u%%L�T�/ PL N SHEET NO. Job No.: 108-23.10 Engineer.* lJP Dote 7/25/2013 Checked By. l✓P A40HAWK STREET /MROVEMEIV S FROM RO EDALE /- X MA/A Y TO SENA LANE 22 OF 49 NOTE: - �o QROFESS/pv�l ALL STRIPING AND PAVEMENT MARKINGS SHALL BE i - TT-GER�� �- ----� _----� THERMOPLASTIC PAINT PER CALTRANS STANDARD _- HULER -- -� 744 W IAN J. PARKS m SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE �� iY>il�ty >NEERS REGISTERED CIIIL ENGINEER No. 58155 M NOTED. (� * Exp. 6-30-14 TYPE IV ARROW LT 1 K REMOVE NO PED CROSSING SIGN OBLITERATE STRIPE OBLITERATE CONFLICTING STA 81+84 TO STA 83+04 STRIPING IN CROSSWALK I INSTALL R3-7 I j INSTALL R7-9 TYPE IV STA 81+84.84 I ARROW RT (TYP) q 3 BIKE LANE MARKINGS TYP. r—� f 12' -- 12 RELOCATE ONE----- _. ------ - 12' 38 INSTALL R7-9 WAY" SIGN 11' I 9 g STA 90+67.81 M OH AWK_STREET _ - - =-i_— - - �_.__.__ _ __._ .___-�---_ - -� 12' EC - -- - ' _1 75 �. - 10, 12-�-- - = 12' ` 9 INSTALL R7-9 --- + 12' 40 I 12' 12 39 �. K 12 - 12'W STA 87+04.26 12' \ J I I �1 BC OBLITERATE STRIPE OBLITERATE XISTING I INSTALL R7-9 _ 3: STA 81+84 TO STA 83+43 CHEVRON STRIPING TYPE IV o _ J INSTALL R7-9 ARROW LT (TYP) 39 6' ` _ _ W BIKE LANE _ ap MARKINGS TYP. TYPE IV ARROW RT (TYP)� ( W Q Lu OBLITERATE 'SHOULDER INSTALL R7-9 9 1 LEGEND: STRIPE IN INTERSECTION OX -STRIPING DETAIL PER CALTRANS STANDARD PLANS 2010 C, I INSTALL R7-9 XX - SIGN TYPE PER CALIFORNIA MANUAL FOR UNIFORM TRAFFIC I I CONTROL DEVICES 2012 p - INSTALL SIGN p - EXISTING SIGN o - INSTALL CLASS 1 FLEXIBLE POST 0 25 50 100 0 - 12" WHITE PAVEMENT MARKING Horiz. 1"=50' Atm - TYPE IV ARROW RT (TYP) -40 - TYPE IV ARROW LT (TYP) E•- J m - BIKE LANE MARKINGS MOHAWSTREET STA 108+23.01 g EC z �►' - TYPE I ARROW (TYP) 1 I O INSTALL R7-9 INSTALL O - INSTALL TYPE K (CA) MARKER (HORIZONTAL) 3 R1-1 21 R7-9 39 I -1 STA 105+56.05 F - BC z R1-1 INSTALL R7-9 O INSTALL R7-9 Q:� 1 I O 21 INSTALL R7-9 6 fl5+0 STA 99+12.41 w 4 EC 12' _ _�� _. -i = INSTALL R7-9 INSTALL R7-9 s 12' ` 9 INSTALL R7-9 3 - --Lu �' 9 39 INSTALL R7-9 W E 12' cn Lo _ 12' 21 INSTALL R7-9 ! R1-1 > f -- -- 95+ 0 _ - 6' C O --- - -__ _ }-- ---- --- -ir - INSTALL R7-9 a Lu S1REE� a I-- �- MOH A INSTALL R7-9 I - 0 0 21 INSTALL R7- R1-19 0 I M INSTALL R7-9 g INSTALL R7-9 CA 00 File Name: Striping Plans Drawn: MAS SIGN & S 7 PING PLAN SHEET NO. C/7 i' OF BAKERSFIELD,CALIFORNIA PUBLIC WORKS DEPARTMENT J� No.: 106-23.10 Engineer. IJP Date. • 7/25/2013 Checked By. ljp MOHAWK 8TREET /MROVEMENM ROOM ROSEDALE HAGHWAY TO SENA LANE 23 OF 49 NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. EfiGERS = HULER � IVIL_ENGINEERS TERED Cl VIL ENGINEER �Q QROFESS/pN�\ Z.G7ZAIAN J. PARKS rri No. 58155 * Exp. 6-30-14 I V I L �D���Q OF CAI. zOCLI- 0 u- rn (V W W V) W W Ln -==MO H A W S RT E ` \ ET TA 123+12.57 ND CONC. MON. 0 25 50 100 Horiz. 1"=50' l-l7s61 File Name: Striping Plans Drawn: MAS SIGN & STRIPING PLAN SHEET NO. CITY OF BAK,ERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT ✓obNo : 108-2.310 Engineer. 1,1P Date: 7/25/2013 Checked By. ldp MOHAWK 8TREET /MROVEMENM FROM ROSEDALE HIC MAY TO SIENA LANE 240F 49 06 m cr PHASE DIAGRAM 07 0407 04P OR i 03 0308 1 04 and 07 03 and 08 06P 05 05 � � 06 02 No OR 01 01 -.iQ— f f� 02P 01 and 06 02 and 05 2"C, 1 DLC NOTES 04 04P 08 04 and 08 06P -e- --E�R- 06 02 0-0 Q— —B - 02P 02 and 06 Q INSTALL NEW VEHICLE SIGNAL HEAD ❑2 REPLACE EXISTING VEHICLE SIGNAL HEAD PER POLE SCHEDULE ❑3 UTILIZE EXISTING CONDUCTORS FOR NEW SIGNAL INDICATIONS R INSTALL NEW PEDESTRIAN HEAD E�g CONTRACTOR TO FURNISH C11 HARNESS. © DO NOT INCLUDE THIS DETECTOR 0 PER DETAIL THIS SHEET Q INSTALL CITY FURNISHED OPTICOM MODEL 711 ONE DIRECTION SINGLE CHANNEL PRE—EMPTION DEVICE WHERE NOTED. REFERENCE ES -4E 2"C, 2DLC INSTALL 2"C, 11DL -_--------- 5J9U� � ►- �_ _ 214U n I i r 214L i -- 213L R/W 2" / 2 , 4 DLC �/ N"�ETT- 416L I i iuKJ YIL_E17�INEERS I , 4160E - i i W I � TALL R9 -3A R/W 06 \ Install 2"C, 9DLC IL`' SC 2-C, 2DLC '� AB CC 6 ,i � SII - - ----I-- ----- ------------ --------------- I` 6J4L I � � �I �i!IIII 6J3U I 6 ! - I�--III�I I I i=F------------ = I!-IIII 6 J4U ! J ll` �J, i I 111 L I r � ��r �+ T T `t J I—J 1190 it 111 U 05 j 5J1U 119U 2140 02 214L I /� lei13L 00I 0200 P A--- �� =LJ _ SIC_ _ - I - - -- - - - - - -�-- -- -� I 00 00 7 7 INSTALL R9 -3A --` _ rI Iii I - ! i ij I /c 4 -INSTALL 6 DLC, EX. 2" C. I ! ,r I � � I '!SIC I I I 1 6 I i �L J i 1L I I 6 I ! I II J I _j/� ! III I( 0) I 07 I f ,!, I 2C, 1 DLC i I I ! I I I I � CITY OF BAKERSFIELD, CALIFORN/A � PUBLIC WORKS DEPARTMENT I i � Name.- Signal Plan Drawn: MOJ No.: 108-23.10 Engineer- 1JP r 7/25/2013 Checked By. lJP 198' TO .t LIMIT LINE - 2"C, 1 DLC 405' TO LIMIT LINE REPOSITION EXISTING MAGS AS NECESSARY REGISTERED CIVIL ENGINEER LEFT TURN DETAIL �o QROFESS/ON/ l C.D IAN J. PARKS M No. 58155 * Exp. 6-30-14 OF CN - 6' 10' 6' 26' 6' TYPE D IN SERIES, PARALLEL WITH TYPE E OR A LOAD. / 1 '0 0// / DASH LINE INDICATES SAME ADDRESS C, 1DLC I �I II CON— - � N CID Q0! I I I � f I , I I i I , -4---- ROSEDALE HIGHWAY - � I L - �✓ - - --�� -- - F I-] / 1 LIJ 9 Controller Detail S W Corner SCALE 1 "=1 Q' ° 10 20 40 Horiz. 1"=20' ' REVISIONS ® THIS PLAN ACCURATE 8-15-13 FOR ELECTRICAL ONLY TRAFFIC SIGNAL PLAN + LIGH77NG MORA WK STREET A1ROVEMENM FROM ROSF®ALE HHHHHIGHWA i TO SIENA LANE J- ��Sy �8 OLA TO REMAIN SHEET NO. 25 OF 49 E CONDUCTOR SCHEDULE CABLE T TYPE p PHASE A 0 00 3" 2" A 0 a $ 3" 0 4" 2-4" 3" 3" 3" 2" 4" VEH-PED 2 CSC PPB 3 CSC (E)XISTING OR (N)EW E E E/N E/N N E /N I E E E E O 02 01 / 02P 1 1 ©61-5-100 (Existing) 65 15' MAT MAS SV -1—T 6 1 1 4 -- 01 06 / 06P 1 1 "11-4 ©1—A 10 (Relocate — — — TV -2—T 6 SP -1—T 0 03 04 / 04P 1 1 1 1 1 1 29-5-100MAT (Existing) 55' 15' MAS SV -1—T — O 03 08 1 1 1 1 O 06 05 / 06P 1 1 1 1 (10')_ (Relocate) 1 1 1 1 1 1 O 02 05 / 02P 1 1 — — F 0 1 11 11 1 O 07 08 1 SP -1—T 20OW 1 1 1 1 O 04 / 04P 1 1 1 1 1 1 TOTAL 8 6 3 2 1 1 ZZ1 — 1 1 3 2 5 4 4 3 AWG CIRCUIT 61-5-100 (Existing) 50, 15, MAT SV -1—T 4 SP -1—T 3 - 20OW�F3 10 LIGHTING 2 2 — 2 — — — 2 2 2 8 SIGNAL COMMON 1 1 1 1 1 1 1 1 1 1 DETECTORS—TYPE B DLC PHASE 01 3 1 3 3 3 3 3 02 3 02 MID 1 02 ADV 1 03 3 3 3 04 5 5 5 04 MID 1 1 1 04 ADV 1 1 1 05 2 06 3 1 3 3 3 3 06 MID 1 1 1 1 1 06 ADV 1 1 1 1 1 47 2 2 2 08 4 1 4 4 4 4 08 MID 1 1 1 1 1 08 ADV 1 1 1 1 1 TOTAL DLC 36 11 11 8 9 14 17 17 FI LL 20.8 25.316.012.8 5.1 20.0 30.8 21.4 23.2 20.7 POLE AND EQUIPMENT SCHEDULE CONSTRUCTION NOTES (FOR THIS SHEET ONLY) 1❑ EXISTING TYPE 332 CONTROLLER CABINET. 2❑ EXISTING 120/240V TYPE IIIAF SERVICE EQUIPMENT ENCLOSURE: 3P 100A MAIN CB WITH THE FOLLOWING CIRCUITS 0 ADD NEW SIGNAL OR PEDESTRIAN HEADS AS SHOWN ON PLAN • 1 ..... I • s PUBLIC WORKS DEPARTMENT Name. • Signal Plc No.: 108-23.10 7/25/13 EAKER SCHEDULES CTID No. 06500580050618T AMPS STANDARD VEH SIG MTG PED SIGNAL PPB HPS 100 240 Type Sig M.A. Lum M.A. ARM Pole 0 MTG 0 ARROW N0. LUMINAIRE NOTES 1 O1—A (10_ (Existing — — — TV -2—T 2 SP -1—T 4 CTI D No. 06500580050618L — VOLTS — ©61-5-100 (Existing) 65 15' MAT MAS SV -1—T 6 SP -1—T 4 -- 20OW 2 3 ❑ ©1—A 10 (Relocate — — — TV -2—T 6 SP -1—T 6 -- — 3❑ 29-5-100MAT (Existing) 55' 15' MAS SV -1—T — — 8 -- 20OW 3❑ O1-14, E (10')_ (Relocate) — — TV -2—T 6 SP -1—T — — F 0 26-4-100 (Existing) 45 , 15 MAT SV -1—T 2 SP -1—T 20OW MAS ©—A 1 (Existing) — — — TV -2—T — — 2 -- — 30 0 61-5-100 (Existing) 50, 15, MAT SV -1—T 4 SP -1—T 3 - 20OW�F3 MAS CONSTRUCTION NOTES (FOR THIS SHEET ONLY) 1❑ EXISTING TYPE 332 CONTROLLER CABINET. 2❑ EXISTING 120/240V TYPE IIIAF SERVICE EQUIPMENT ENCLOSURE: 3P 100A MAIN CB WITH THE FOLLOWING CIRCUITS 0 ADD NEW SIGNAL OR PEDESTRIAN HEADS AS SHOWN ON PLAN • 1 ..... I • s PUBLIC WORKS DEPARTMENT Name. • Signal Plc No.: 108-23.10 7/25/13 EAKER SCHEDULES CTID No. 06500580050618T AMPS VOLTS POLES LOAD METER CONTROLE TYPE 100 240 2 MAIN BREAKER YES — 70 120 1 TRAFFIC SIGNAL YES — 15 120 1 SPARE YES — 20 120 1 SPARE YES — CTI D No. 06500580050618L AMPS VOLTS POLES LOAD METER C CONTROL TYPE 100 240 2 MAIN BREAKER YES — 40 1 240 2 HIGHWAY LIGHTING YES IV 20 1 120 1 SPARE YES — Drawn: M0J Engineer. 1JP Checked By. / __R1_ ErTGE S - _ CHULER T:IYII�El�1 INEEAS . AL REGISTERED CIVIL ENGINEER STANDARDS TO BE RELOCATED N0. Type Sig M.A. Lum M.A. 18-15-13 1 ADDED RELOCATION N0. C © 1A FESS/o46 C.D IAN J. PARKS No. 58155 � * Exp. 6-30-14 CIV 1 �- FQ��\P OF CA0 E 0 a 0) 0- 0 10 20 40 _ a Horiz. 1"=20' i' REVISIONS l0, J //S O I 18-15-13 1 ADDED RELOCATION N0. C SHEET NO. 26 OF 49 co a Z CONSTRUCTION NOTES 1. MINIMUM COVER OVER NEW PIPELINE SHALL BE 4'-0" FROM SWALE UNLESS OTHERWISE SHOWN. 2. CONTRACTOR SHALL MAINTAIN MINIMUM VERTICAL CLEARANCE OF 1'70" TO ALL EXISTING UTILITIES, UNLESS OTHERWISE NOTED. SHOULD THE NEW WATER PIPELINE CROSS UNDER AN EXISTING OIL/FUEL OR NON—POTABLE FLUID PIPELINE, THE PIPELINE MATERIAL SHALL BE DR -14 (CLASS 305) AND NO PIPELINE JOINTS SHALL BE MADE WITHIN 8' OF THE EXISTING UTILITY. 3. NITRILE BUTADIENE RUBBER GASKETS REQUIRED ON ALL WATER MAIN JOINTS. 10+ 404 N w 40 38 J V 384- :Z 84 c 4. ALL WATER MAINS OR SERVICES CROSSING OTHER UNDERGROUND LINES SHALL BE INSULATED WITH CELLULAR GLASS INSULATION. THE INSULATION SHALL INCLUDE ALL WATER PIPING THAT IS WITHIN 5' HORIZONTALLY OF ANY PIPELINE, AND SHALL EXTEND AN ADDITIONAL 10' BEYOND THE ABOVE LIMIT. THE INSULATION SHALL BE FOAMGLAS, MANUFACTURED BY PITTSBURGH CORNING, OR CITY APPROVED EQUAL. INSTALL INSULATION PER MANUFACTURER'S RECOMMENDATIONS. 5. STATION AND OFFSETS ARE FOR PIPE CENTERLINE UNLESS OTHERWISE NOTED. - ELEVATIONS IN PROFILE ARE TO THE TOP OF PIPE. CENTERLINE WATERLINE PIPE DATA TABLE NO. BEARING RADIUS LENGTH REMARKS El N1* 31' 48"E 1553.0' 634.58' 16" PVC PIPE E N10* 10' 33"W - - - - 643.64' 16" PVC PIPE 7 S5` 04' 38"E 1447.0' 257.52' 116" PVC PIPE HITLER. -� ?•,: IYiL E1�IGINEERS REGISTERED CI OL ENGINEER QRpF ESS IAN J. PARKS rn No. 58155 * Exp. 6-30-14 ��9TF CIV 1 L F���\P OF CAl-\ 107+00 21+00 6 SJFM WATER LINE CASING —�. .-� —_ a-- --' 20+00 19+p0 10" SHELL OIL LINE 7 11+00 98+00 1 STA 11+22.00 53.00'R MWHK CL INSTALL 16" BFV -- a ------- i > 04 L - - - - -- - --- o m- - - ao Cr 0- _ a'o t Z — - -- - - - N c0 - - - - 396 O Cn J N j- On_j J Q > >�W F_ - - ---- ----------------- � Q(n Jm{ _jO=- V) - - W C� 1 (n W U) I — 8 8 388 M.-3 J i 1 - SEE CONSTRUCTION NOTES 2&4 E -- 2 i 10+00 99+u 151 100+00 4+00 13+00 WON 16" WATER LINE 15+00 k —im _v w re m yj i ffrR &4 % ff 0 ki a a • 12+00 FUTURE GRADE OVER CL OF 16" WATER PIPE 1200.08 File Name Water Plans CITY OF BAI �ERSFIELD, CALIFORNIA PUBLIC WORK DEPARTMEl1 T Job No.: 108-23.10 IDate: 7/26/2013 16+00 99 16+00 Drawn. MEA Engineer. lJP Checked By L 17+00 0 20 40 80 Horiz. 1"=40' Vert. 1"=4' POTABLE WATER PLAN & PROFILE FROM -OWIGHWA Y TO SHEET NO. 28 OF 49 04 FINAL GRADE---------- --- - - WATER PIPE N 396 - N - - ---- ----------------- � 392 .10%- 0.10%-- 8 8 388 M.-3 J --- --- � - 384 PIPE 380 18+00 20+00 POTABLE WATER PLAN & PROFILE FROM -OWIGHWA Y TO SHEET NO. 28 OF 49 CONSTRUCTION NOTES 1. MINIMUM COVER OVER NEW PIPELINE SHALL BE 4'-0" FROM SWALE UNLESS OTHERWISE SHOWN. 2. CONTRACTOR SHALL MAINTAIN MINIMUM VERTICAL CLEARANCE OF V-0" TO ALL EXISTING UTILITIES, UNLESS OTHERWISE NOTED. SHOULD THE NEW WATER PIPELINE CROSS UNDER AN EXISTING OIL/FUEL OR NON -POTABLE FLUID PIPELINE, THE PIPELINE MATERIAL SHALL BE DR -14 (CLASS 305) AND NO PIPELINE JOINTS SHALL BE MADE WITHIN 8' OF THE EXISTING UTILITY. 3. NITRILE BUTADIENE RUBBER GASKETS REQUIRED ON ALL WATER MAIN JOINTS. 4. ALL WATER MAINS OR SERVICES CROSSING OTHER UNDERGROUND LINES SHALL BE INSULATED WITH CELLULAR GLASS INSULATION. THE INSULATION SHALL INCLUDE ALL WATER PIPING THAT IS WITHIN 5' HORIZONTALLY OF ANY PIPELINE, AND SHALL EXTEND AN ADDITIONAL 10' BEYOND THE ABOVE LIMIT. THE INSULATION SHALL BE FOAMGLAS, MANUFACTURED BY PITTSBURGH CORNING, OR CITY APPROVED EQUAL. INSTALL INSULATION PER MANUFACTURER'S RECOMMENDATIONS. .f ro N 40 ~ W W 40 � 39 N N 392 38 J V Q 384 z_s: 5. STATION AND OFFSETS ARE FOR PIPE CENTERLINE UNLESS OTHERWISE NOTED. ELEVATIONS IN PROFILE ARE TO THE TOP OF PIPE. 6. PIPE BEDDING FOR DUCTILE IRON PIPE INSTALLATION SHALL BE A 2 SACK SLURRY TO THE TOP OF PIPE. 24" SJFM CONDUITS CENTERLINE WATERLINE PIPE DATA TABLE N0. I BEARING RADIUS LEf GTH REMARKS F7]j S5` 04' 38"E 1447.0' 25 .52' 16" PVC PIPE ❑8 N00° 01' 16"E - - - - 225.72' + 16" PVC PIPE a N4' 19' 53"W 1553.0' 23 5.95' 16" PVC PIPE 10 N8° 41' 02"W - - - - 573.40' Q LJ 16" PVC PIPE 11 S3` 09' 52"W 2127.0' 879.69' � 16" PVC PIPE I I 00 0 + I N N I In -- - - - - _ 26 00 22+01$23+00 24+_0_0r_ - 25+00 - - "10" 71 181 19 22+00 HP 16" PG&E GAS LINE ALON PIPE LINES 3-4" OIL LINES 3-3" OIL LINES 14" HOT ASPHALT LINE 29+ N. 1 28+00 \ \ 10 \ INSTALL 16" WATER LINE 27+00 STA 29+00.00 53.00'R MWHK CL INSTALL 16" BFV MOHAWK STREET 1 - SEE CONSTRUCTION — NOTES 2&4 INSTALL 619.51 1 F nF 24+00 C/7l' OF BAKERSF/ELD, CALIFORN/A m 26+00 PUBLIC WORK$ DEPARTMENT KETTGE RS --CHULER �'k_1V1 bNG1NEERS i i ------- - -- 0._ -- -- 0) o6 - z 00 ONzW �O __ + W -3u)0 +O �� +� - -- N d<? - N - - - - FINAL GRADE- - Q LJ Q w L Q w - -- - - FUT RE GRADE OVER CL OF 16" - - � = 0 -' U) W N ((n (~n_ W CD OVER CL OF 16" WATER PIPE EXISTING GROUND ----WATER-­PI1PE- OVER CL OF 16" - - - - - - -- WATER PIPE - - 1 - SEE CONSTRUCTION — NOTES 2&4 INSTALL 619.51 1 F nF 24+00 C/7l' OF BAKERSF/ELD, CALIFORN/A m 26+00 PUBLIC WORK$ DEPARTMENT KETTGE RS --CHULER �'k_1V1 bNG1NEERS REGISTERED Cl Ill_ L ENGINEER ' �o QROFESS/o � zO IAN J. PARKS No. 58155 * Exp. 6-30-14 IVI OF CAO- ------------- 6" SJFM OIL/WATER LINE + � _11900 -I tit _it � � + b 33+00 53.00'R MWHK CL INSTALL CAV ASSEMBLY PER CITY PLATE NO. W-5 Li \\// �11 " C l STA 32+80.00 31 53.00'R MWHK CL INSTALL BLOWOFF \ ASSEMBLY \ 0 20 40 80 Horiz. 1"=40' Vert. 1"=4' i - 4- -- -- w -- -- Z o OZQ -- - hO o fQ o I Q m LLj I :2LL_ I -4 Q LL_ w O- m - Z N z o 412 � . W - - - -- O6 00 LO O OMM MD��Q(fl OCVONU N W cl�U. 1 M00 J Wod cD +O -+ OLam+0�O �OJ �+O NMOJ +O + +O +OJ 04 om0rO Jm +O J —� N� M QWN N N N N ` J --QWQ Q > U > - O -- -QW (j QW M QW �tQW^ O QW QW QW�� QW QW O Fa -J^ -J I QW- F-JJm F- _j F__jI F -J I F -J �_j F-Jm F--Jm F -J ^ Nw M F-_jO NWmO W 408 U)W z (nW ro cnW Ih (nW �Q mw (nWU' (nWz< (nWU- (nW iD - w-� -- (/)W r - - --- ---- 08 i i O N 4 0 4 — - -_ ._ --- - - -- - - --- — + 16" MIN. 0.0090 6„ MIN. COVER CLEARANCE 2.00 q Q 00 - - - - CONCRETE ARCH CULVERT STA: 31+15.76: - E - -- - ELEV:400.82 o. 3 9 6 -- -- -- ----- - -- -- -- -- --- -- ---_ _,—--_-___------ 396 mono I - W SEE CONSTRUCTION Z - - - 0 O�NOTES --2- & 4SEE CONSTRUCTION 0_ O - J 1`1oNOTES2&4 + 392---- 3rQ Nm INSTALL 301.09 LF OF INSTALL 150.00 LF OF 16" CLASS 350 DIP INSTALL 129.16 LF OF 3 16" AWWA C905 PVC PIPE SEE CONSTRUCTION NOTE 6 16" AWWA C905 PVC PIPE o+ f C 28+00 30+00 32+00 0 File Name. Water Plans Drawn: MEA Job No.: 108-23.10 Engineer.' IJP Date.7/26/2013 Checked By. l POTABLE WAMER PLAN & PROFILE -FEET 1MROVEMEMM-90-O SHEET NO. 29 OF 49 z i i REGISTERED Cl Ill_ L ENGINEER ' �o QROFESS/o � zO IAN J. PARKS No. 58155 * Exp. 6-30-14 IVI OF CAO- ------------- 6" SJFM OIL/WATER LINE + � _11900 -I tit _it � � + b 33+00 53.00'R MWHK CL INSTALL CAV ASSEMBLY PER CITY PLATE NO. W-5 Li \\// �11 " C l STA 32+80.00 31 53.00'R MWHK CL INSTALL BLOWOFF \ ASSEMBLY \ 0 20 40 80 Horiz. 1"=40' Vert. 1"=4' i - 4- -- -- w -- -- Z o OZQ -- - hO o fQ o I Q m LLj I :2LL_ I -4 Q LL_ w O- m - Z N z o 412 � . W - - - -- O6 00 LO O OMM MD��Q(fl OCVONU N W cl�U. 1 M00 J Wod cD +O -+ OLam+0�O �OJ �+O NMOJ +O + +O +OJ 04 om0rO Jm +O J —� N� M QWN N N N N ` J --QWQ Q > U > - O -- -QW (j QW M QW �tQW^ O QW QW QW�� QW QW O Fa -J^ -J I QW- F-JJm F- _j F__jI F -J I F -J �_j F-Jm F--Jm F -J ^ Nw M F-_jO NWmO W 408 U)W z (nW ro cnW Ih (nW �Q mw (nWU' (nWz< (nWU- (nW iD - w-� -- (/)W r - - --- ---- 08 i i O N 4 0 4 — - -_ ._ --- - - -- - - --- — + 16" MIN. 0.0090 6„ MIN. COVER CLEARANCE 2.00 q Q 00 - - - - CONCRETE ARCH CULVERT STA: 31+15.76: - E - -- - ELEV:400.82 o. 3 9 6 -- -- -- ----- - -- -- -- -- --- -- ---_ _,—--_-___------ 396 mono I - W SEE CONSTRUCTION Z - - - 0 O�NOTES --2- & 4SEE CONSTRUCTION 0_ O - J 1`1oNOTES2&4 + 392---- 3rQ Nm INSTALL 301.09 LF OF INSTALL 150.00 LF OF 16" CLASS 350 DIP INSTALL 129.16 LF OF 3 16" AWWA C905 PVC PIPE SEE CONSTRUCTION NOTE 6 16" AWWA C905 PVC PIPE o+ f C 28+00 30+00 32+00 0 File Name. Water Plans Drawn: MEA Job No.: 108-23.10 Engineer.' IJP Date.7/26/2013 Checked By. l POTABLE WAMER PLAN & PROFILE -FEET 1MROVEMEMM-90-O SHEET NO. 29 OF 49 z STA: 41+77:h EXISTING 42" / NORTHWEST FEEDER EXISTING FENCE EXIST. 16" MOHAWK ST ANGLE AND DEFLECTIONS NOTEBFV R/W BEGINNING AT STATION 41+41, CONTRACTOR SHALL Q D INSTALL FITTINGS AS NECESSARY TO ATTAIN A 75' ANGLE AS SHOWN. JOINT AND FITTING DEFLECTIONS SHALL BE IN ACCORDANCE TO MANUFACTURERS INSTALL 16" DIELECTRIC IN ULATING SPECIFICATIONS. GASKET KIT. SEE NOTE THIJ DETAIL io EXIST. MARKER LENGTH TO BE DETERMINED IN FIELD / 5.5' TYP. BASED ON EXISTING CONDUIT LOCATION EXISTING 2-90' 16" ELBOWS CONDUIT / A F&I BOLLARDS �O j �O j �0� 32 (10 EA) �O j 1' 16" 10" REDUCER EXISTING VAULT 16" 45' BEND A AIL STA: 41+44 10" FLANGED / 16"x10" REDUCER COUPLING ADAPTER 10" D.I. 10" D.I. 2' MIN. 10" GV 16" 22.5' BEND '— 16" MJ ADAPTER I r v CHRISTY N36 UTILITY BOX VALVE BOX AND COVER t.,.:. X Y f/4" PRESSURE 10 MAG METER W/ REMOTE g �.:� "'," UNIT (BADGER M2000 OR APPROVED EQUAL STANDARD PLATE NO. W-12 ;APPROVED EQUIVALENT) X{ zM MIN. J. y - FLOW EXISTING GROUND OR 0 REGI D 10" D.I. -�_ No. 75680 0 0 9-4016110T E=tvlft -® 0 �hx - - - - - - - An Employee Owned Company �# S� X 10" CONTROL VALVE ..'` 1800 30th STREET, SUITE 280 BAKERSFIELD, CALIFORNIA 93301 CLA-VAL 131 SERIES OR , �� civ, APPROVED EQUIVALENT) ` x EXISTING 5'-0" CONDUIT 2'-6" MIN. A STUB UP AND 10" GV TERMINATE IN 1d" D.I. ® TEMPORARY JUNCTION BOX 10" 90' ELBOW ° D PG&E METER STA: 41+65 AND SERVICE BY OTHERS STA: 41+64 (3.5' RT) F&I COMBINATION AIR VALVE ASSEMBLY PER CITY OF BAKERSFIELD PLATE NO. W-5 D D STA: 41+41 F&I 2-1" PVC CONDUITS �o -H X01 0 /01 /0l PROPERTY LINE RTU ENCLOSURE AND CONCRETE SLAB A BY OTHERS MOTE CONTRACTOR IS TO ASSEMBLE THE 16 DIELECTRIC INSULATING FLANGE AND TEST THE EXISTING UNDERGROUND CONDUITS / RESISTANCE BEFORE FIELD INSTALLATION. UPON COMPLETING THE INSTALLATION, CONTRACTOR SHALL VERIFY THE LOCATION AND BACKFILL THE PIPELINE AND PERFORM STRUCTURE -TO -SOIL POTENTIAL TESTS OF THE F&I OLDCASTLE PRECAST DEPTH OF THE EXISTING CATHODIC PROTECTION UNPROTECTED PIPE WITH THE CURRENT APPLIED AND INTERRUPTED TO DETERMINE IFCONDUIT PRIOR TO CONSTRUCTION. ENGINEER / STRAY CURRENT INTERFERENCE EXISTS. IF THE UNPROTECTED PIPE IS SUBJECT TO 6X8 I.D. CONCRETE VAULT OR SHALL BE NOTIFIED IF SAID CONDUITS ARE IN STRAY CURRENT, NOTIFY ENGINEER FOR FURTHER INSTRUCTION. TESTING MUST BE APPROVED EQUAL CONFLICT WITH THE VAULT AND/OR PIPING. I " ° V ' o ci I PLAN VIEW DONE BY A QUALIFIED CATHODIC PROTECTION CONTRACTOR. F&I OLDCASTLE STEEL CHECKER PLATE, PARKWAY, N BOLT DOWN COVER OR EG APPROVED EQUAL EL= 411.01 FLANGED 6" MIN. COUPLING __Pz ° ADAPTER 10" MAG METER SEAL VOIDS USING -H 6" MIN. NON -SHRINK GROUT V 2' v r7 O I EL=407.5± Z,5_Clip:.. co o i F&I PIPELINE PRODUCTS PSG-11OF GALVANIZED PIPE SUPPORT OR APPROVED EQUIVALENT (2 EA) 6" I CUT TO APPROPRIATE LENGTH IN FIELD `'x o KNOCK OUT 12"0 DRAIN BACKFILL WITH EL=403.0± HOLE. F&I GRATED COVER 1 j"X 3/4" DRAIN ROCK INSTALL GRAVEL ON NATIVE --------__ ____---------- SOIL COMPACTED TO 95% MIN F&I PIPELINE PRODUCTS PSG-111OS RELATIVE COMPACTION GALVANIZED PIPE SUPPORT OR APPROVED EQUIVALENT EL=401.21 i (CUT TO APPROPRIATE LENGTH IN FIELD) – — – SECTION A -A -------------------------------- A NORTHWEST FEEDER CONNECTION & METERING FLOW CONTROL STATION ----------------------------- 31 - SCALE: 1 " = 2' EXISTING 42 NORTHWEST FEEDER 1- 2'� CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-23.10 Engineer IJP Date: Checked By, /JP A — & CHRISTY N36 UTILITY BOX VALVE BOX AND COVER PER f/4" PRESSURE WITH STEEL TRAFFIC LID OR CITY OF BAKERSFIELD �R f ESSSS 0 ' APPROVED EQUAL STANDARD PLATE NO. W-12 PROVOST& PRITCHARD _-_ — - .W�4 z' 0, EXISTING GROUND OR 0 REGI D Cl v1L ENGINEER -�_ No. 75680 0 9-4016110T E=tvlft -® - - - - - - - An Employee Owned Company - -- - .- - - - - -- S� 1800 30th STREET, SUITE 280 BAKERSFIELD, CALIFORNIA 93301 �� civ, F&I 16"X6" FLANGED M.J. --� 661/616-5900 FAX 661/616-5890 REDUCING TEE AND www.ppeng.com D no --� EXIST. 16" PIPE CONNECT TO EX. 16" PVC WITH MEGALUG ADAPTER - _. C.I. M.J. SLEEVES EX. (TYP. BOTH SIDES) CONSTRUCT CLASS "A" GROUND THRUST BLOCK - 0 0 (2,500 ?SI MIN. 01 >'` l 16" TEE W/ FIELD COMPRESSIVE STRENGTH) LOK GASKETS CONNECT TO 16" PVC WITH WITH 4" CAM & GROOVE C.I. 1A.J. SLEEVE :,�1,` - 16" PVC PIPE A A �— 16" D.I. M tILI Lj 5'-0" 16" PVC PIPE WITH LOCKING DUST CAP. PLAN VIEW SECTION A—A B ROSEDALE HWY WATER MAIN CONNECTION 31 SCALE: 1 " = 3' 1 = 3 EXISTING R/W �o -H X01 0 /01 /0l PROPERTY LINE RTU ENCLOSURE AND CONCRETE SLAB A BY OTHERS MOTE CONTRACTOR IS TO ASSEMBLE THE 16 DIELECTRIC INSULATING FLANGE AND TEST THE EXISTING UNDERGROUND CONDUITS / RESISTANCE BEFORE FIELD INSTALLATION. UPON COMPLETING THE INSTALLATION, CONTRACTOR SHALL VERIFY THE LOCATION AND BACKFILL THE PIPELINE AND PERFORM STRUCTURE -TO -SOIL POTENTIAL TESTS OF THE F&I OLDCASTLE PRECAST DEPTH OF THE EXISTING CATHODIC PROTECTION UNPROTECTED PIPE WITH THE CURRENT APPLIED AND INTERRUPTED TO DETERMINE IFCONDUIT PRIOR TO CONSTRUCTION. ENGINEER / STRAY CURRENT INTERFERENCE EXISTS. IF THE UNPROTECTED PIPE IS SUBJECT TO 6X8 I.D. CONCRETE VAULT OR SHALL BE NOTIFIED IF SAID CONDUITS ARE IN STRAY CURRENT, NOTIFY ENGINEER FOR FURTHER INSTRUCTION. TESTING MUST BE APPROVED EQUAL CONFLICT WITH THE VAULT AND/OR PIPING. I " ° V ' o ci I PLAN VIEW DONE BY A QUALIFIED CATHODIC PROTECTION CONTRACTOR. F&I OLDCASTLE STEEL CHECKER PLATE, PARKWAY, N BOLT DOWN COVER OR EG APPROVED EQUAL EL= 411.01 FLANGED 6" MIN. COUPLING __Pz ° ADAPTER 10" MAG METER SEAL VOIDS USING -H 6" MIN. NON -SHRINK GROUT V 2' v r7 O I EL=407.5± Z,5_Clip:.. co o i F&I PIPELINE PRODUCTS PSG-11OF GALVANIZED PIPE SUPPORT OR APPROVED EQUIVALENT (2 EA) 6" I CUT TO APPROPRIATE LENGTH IN FIELD `'x o KNOCK OUT 12"0 DRAIN BACKFILL WITH EL=403.0± HOLE. F&I GRATED COVER 1 j"X 3/4" DRAIN ROCK INSTALL GRAVEL ON NATIVE --------__ ____---------- SOIL COMPACTED TO 95% MIN F&I PIPELINE PRODUCTS PSG-111OS RELATIVE COMPACTION GALVANIZED PIPE SUPPORT OR APPROVED EQUIVALENT EL=401.21 i (CUT TO APPROPRIATE LENGTH IN FIELD) – — – SECTION A -A -------------------------------- A NORTHWEST FEEDER CONNECTION & METERING FLOW CONTROL STATION ----------------------------- 31 - SCALE: 1 " = 2' EXISTING 42 NORTHWEST FEEDER 1- 2'� CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-23.10 Engineer IJP Date: Checked By, /JP A — & CHRISTY N36 UTILITY BOX VALVE BOX AND COVER PER f/4" PRESSURE WITH STEEL TRAFFIC LID OR CITY OF BAKERSFIELD RELEASE PET z x COCK M APPROVED EQUAL STANDARD PLATE NO. W-12 6" 6" EXISTING GROUND OR 0 PAVED SURFACE - - - - - - - - - - - - - - -- - -- - .- - - - - -- F&I 16"X6" FLANGED M.J. --� REDUCING TEE AND D no 2-16" MEGALUG ADAPTER - 4'-0" 4" COMPANION FLANGE z WITH 4" CAM & GROOVE FITTING ADAPTER x MIPT M WITH LOCKING DUST CAP. NOTES CAM & GROOVE FITTING ADAPTOR SHALL BE DRILLED AND TAPPED AS REQUIRED FOR PRESSURE RELEASE PET COCK. 4" DIP - SHAFT EXTENSION AS REQUIRED PROPOSED WATER MAIN. —� PIPE SIZE AND TYPE AS 6"X4" REDUCER SHOWN ON FLANS. 4" FLANGED GATE VALVE 4" DIP 2-90' 4" 90' g .. �° ELBOWS ELBOW ,. . D . n v. ° 0.5% MIN. FALL Q p 4„ DIP °' `� THRUST BLOCK PER CITY OF � � THRUST BLOCK PER CITY BAKERSFIELD STANDARD � ° � SECTION A—A OF BAKERSFIELD STANDARD PLATE NC. W-2 PLATE NO. W-2 0 C BLOWOFF ASSEMBLY REVISION PER ADDENDUM #4 1 = 1 31 SCALE: 1" = 1' ® 8-15-13 RELOCATED BOLLARDS BASED ON ASSUMED CONDUIT LOCATION CD� % g SHEET NO. POTABLE WATER DETAIL SHEET MORA WK STREET IMPROVEMENTS FROM ROSEDALE HIGHWA Y TO SIENA LANE 31 OF 4 9 GUTTER CENTER STREET FLOWLINE PIPE TRENCH RIGHT-OF-WAY SEE PLAN 2' TYPICAL NATIVE BACKFILL COMPACTED TO 90% RELATIVE AT MAXIMUM DRY DENSITY, EXCEPT AS MODIFIED BY SPECIAL PROVISION. g 95X WHEN IN STREET RIW. * METALLIC PIPE IDEN71FIER TAPE. SELECT MATERIAL COMPACTED TO 85X RELA 7? VE DENSI TY. TRENCH ZONE COMPACTED TO 85% MIN. RELA TI VE DENSITY. EXCAVATE TO CLEAR PIPE BELL ** I ,# MIN. MIN. PIPE O.D. 12"-24" * 42" MINIMUM FOR 12" DIAMETER MAINS & SMALLER 48" MINIMUM FOR LARGER THAN 12" DIAMETER PIPE **6" MINIMUM FOR MAINS LESS THAN 12" DIAMETER 12" MINIMUM FOR MAINS 12" DIAMETER AND GREATER NQ TES, 1) WATER MAIN SHALL BE LOCATED 2' FROM RIGHT-OF-WAY WHEN POSSIBLE 2) IN PAVED AREA MINIMUM COVER SHALL BE MEASURED FROM LOWEST GUTTER FLOWLINE GRADE. 3) IN PAVED AREAS, SPECIFICA77ONS FOR STREET STRUCTURAL SEC 770N, OR PAVEMENT PATCHING SPECIFICATION SHALL SUPERCEDE BACKFILL AND COMPAC77ON STATED, 4) SPRING LINE TESTS REQUIRED ON 12" & LARGER PIPE DIAMETER. WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA STANDARD PIPE TRENCH APPROVED: PLATE No. aL.40 8 r zo�t W-1 MANAGER — WATER RESOURCES DEPARTMENTpgTE REV. 9-27-11 CAST IRON LID TO READ "CITY OF BAKERSFIELD WATER" FINISHED GRADE ---- CAST IRON 12" VALVE BOX WICAST IRON LID TYLER PIPE OR EQUAL, SIDEWALK OR PARKWA Y CAST IRON LID TO READ CITY OF BAKERSFIELD WATER 6" TYPICAL CAST IRON SUPPORT RING I- Ttz SAWCUT A.C.— PA VEMEN T .C.PAVEMENT #4 REBAR REDWOOD BLOCK 2X6 X18" TWO PLACES NO KNISH CONCRETE SLAB 1/4" BELOW A. C. PAVEMENT #4 REBAR 2'x2' SQUARE CONCRETE SLAB CAST IRON 12" VALVE BOX W/ CAST IRON LID TYLER PIPE OR EQUAL. if WA 1ERLINE s o a s PA VEMENT AREA PAVEMENT SURFACE OR FINISHED GRADE WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA VALVE BOX DETAIL APPROVED: _/21� T LATE No. 112 /z�i� W-12 MA GER — WATER RESOURCES DEPARTMENT DATE REV. 1-27-11 90' ELL TEE IN CROSS NOTES: 1) ALL VALVES, n7NGS. AND DIRECTIONAL CHANGES ARE TO BE MELD 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 BLOCKONLY BE IN CONTACT WITH FIT77NC 4) THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED S L. 5) JOINTS SHALL Or KEPT CLEAR OF CONCRETE. WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA THRUST BLOCK DETAIL APPROVED: PLATE 1J Uo. 6o W— 2 tAANAGER — WATER RES4RC DEPARTMENT DATE REV. 1-9-09 EXISTING SURFACE 0 L-1"�.,_j 36 NOTE THRUST BLOCK SCHEDULE AIR RELEASE @ HIGH POINT BEARING AREA IN SQ. FT. WE SIZE (INCHES) TEE, VALVE. REDUCER,90' CAP. CROSS • ELL OR HYDRANT 45' ELL 225 ELL 11.25' ELL 6 4 8 3 2 1 B 8 11 8 3 2 10 12 17 9 5 2 1217 24 13 7 3 16 30 43 23 12 6 NOTES: 1) ALL VALVES, n7NGS. AND DIRECTIONAL CHANGES ARE TO BE MELD 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 BLOCKONLY BE IN CONTACT WITH FIT77NC 4) THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED S L. 5) JOINTS SHALL Or KEPT CLEAR OF CONCRETE. WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA THRUST BLOCK DETAIL APPROVED: PLATE 1J Uo. 6o W— 2 tAANAGER — WATER RES4RC DEPARTMENT DATE REV. 1-9-09 EXISTING SURFACE 0 L-1"�.,_j 36 NOTE AIR RELEASE @ HIGH POINT o 4 C a� o UO N~ l to �k En j 1% 1,j 400 U�aO vI ,1,0 C.1 w 2 ow 0 �.•. o ao<.�,.� 4 I W j �D q co � Z U % � A O O p 00 O 0 :r . 4 0 00 O �.� Iq • 0] Q f� WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA COMBINATION AIR VALVE APPROVED: PLATE No. 2_AG[R S ZO W— 5 MAN - ATER RESOURCES DEPARTMENT DATE REV. 1-27-11 FILL WITH CONCRETE AND FINISH - PLACE 2 REFLECTIVE TAPE STRIPS ALL AROUND PIPE - 4" DIA. STEEL PIPE 1/4" MIN. THICKNESS, PAINTED WITH 1 COAT OF ZINC RICH PRIMER AND TWO COATS OF JOHN DEERE YELLOW ENAMEL AFTER INSTALLATION SLOPE TO DRAIN 1" MIN. f 6" MIN. R ' 'x� 36 o f�1 .• ° LJ • o .v ° CLAS$ "B" CONCRETE F001ING 6" 32 / SCALE: 1" = 1' CITY OF BAKERSFIELD, CALIFORNIA PUBLICWORKS DEPARTMENT File Name: Job No.: 108-23.10 Date: Drown: Engineer., IJP Checked By. Il/P An Employee Owned Company 1800 30th STREET, SUITE 280 BAKERSFIELD, CALIFORNIA 93301 661/616-5900 FAX 661/616-5890 www.ppeng.com GENERAL NOTES 1. ALL WATER FACILITIES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS, AS CONTAINED IN THE PROJECT SPECIFICATIONS. 2. THE CALIFORNIA WATER SERVICE COMPANY (CWS) AND THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT SHALL BE NOTIFIED 24 HOURS PRIOR TO THE START OF CONSTRUCTION. PRIOR TO CONSTRUCTION, A PRECONSTRUCTION MEETING WITH THE CONTRACTOR CWS AND THE CITY SHALL TAKE PLACE. 3. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THE REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 4. BY LAW, THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 811 TWO WORKING DAYS PRIOR TO THE INITIAL START OF WORK. 5. THE CONTRACTOR SHALL REPAIR ANY EXISTING UTILITIES (WATER, SEWER, TELEPHONE, ETC.) THAT ARE DAMAGED DURING THE COURSE OF CONSTRUCTION WITHIN 24 HOURS. 6. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK PRIOR TO CONSTRUCTION IF ANY DISCREPANCIES OCCUR BETWEEN THESE PLANS AND FIELD CONDITIONS. 7. ALL UNDERGROUND UTILITIES, EXISTING OR PROPOSED, SHALL BE SURVEYED BY THE CONTRACTOR FOR AS -BUILT PLANS. UTILITIES SHALL BE SURVEYED PRIOR TO BACKFILLING. CONTRACTOR SHALL GIVE THE CITY SEVENTY-TWO (72) HOURS NOTICE PRIOR TO BACKFILLING. 8. DURING EXCAVATION, MATERIAL THAT THE CONTRACTOR OR INSPECTOR BELIEVES MAY BE HAZARDOUS WASTE, AS DEFINED IN SECTION 25117 OF THE HEALTH AND SAFETY CODE, AND IS THUS REQUIRED TO BE REMOVED TO A DISPOSAL SITE IN ACCORDANCE WITH THE PROVISION OF EXISTING LAW. IF SUCH MATERIAL IS DISCOVERED, CONTRACTOR SHALL IMMEDIATELY CEASE WORK AND SHALL NOT DISTURB THE JOB SITE EXCEPT AS REQUIRED TO PROTECT PUBLIC SAFETY. THE CITY SHALL INVESTIGATE THE SITUATION AND DETERMINE THE PROPER COURSE OF ACTION. REIN 37ERED Cl VlL E-M-0/NEER QROF ESS/0,1 WILL1 Fye, �y No. 75680 0 T Civl\ of C A`,� WATER NOTES 1. METALLIC PIPE IDENTIFICATION TAPE MUST BE INSTALLED FOR THE ENTIRE LENGTH OF THE PIPELINE. 2. THE CONTRACTOR SHALL POTHOLE ALL UTILITIES THAT MAY BE JOINING, CROSSING OR PARALLELING THE WORK, TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATION PRIOR TO SUBMITTAL OF SHOP/LAY DRAWINGS, ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE CONSTRUCTION. 3. NO TAPS OR TIE-INS SHALL BE SCHEDULED UNTIL AFTER PRESSURE TESTS AND WATER QUALITY TESTS HAVE PASSED. TIE-INS WILL BE COMPLETED AFTER CONTRACTOR DRAINS THE LINE. 4. ALI. BURIED CAST IRON AND STEEL SURFACES THAT ARE NOT CEMENT ENCASED OR MORTAR COATED SUCH AS FLANGES, VALVES, COUPLINGS AND FITTINGS, SHALL BE COATED PER SPECIFICATIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING ANY EXISTING WATER APPURTENANCES OR SERVICES NOT SPECIFICALLY SHOWN ON THE PLANS AT HIS SOLE EXPENSE. 6. ALL VALVES AND FITTINGS SHALL BE SUPPLIED AS INDICATED ON PLANS AND SPECIFICATIONS. 7. REMOVE EXISTING PIPING AS IS NECESSARY FOR INSTALLATION OF NEW CONNECTIONS. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL REMOVED PIPE. 8. POINTS OF CONNECTION TO EXISTING PIPES ARE GIVEN TO CENTER LINE OF PIPE OR CENTER OF FITTINGS. ACTUAL LOCATION OF CONNECTION POINTS SHALL BE DETERMINED IN THE FIELD BEFORE ORDERING THE PIPE. POTABLE WATER DETAIL SHEET MOHA WK STREET IMPROVEMENTS FROM ROSEDALE HIGHWAY TO SIENA LANE SHEET NO. 32 OF 49 NOTE: CONTRACTOR TO USE EXTREME CAUTION WHEN WORKING IN THE VICINITY OF OVERHEAD HIGH VOLTAGE POWER LINES AND BURIED OIL PIPELINES. L L LL CITY OF BAKERSFIELD —COUNTY OF KERN —STATE OF CALIFORNIA MOHAWK STREET EXTENSION NKWSD C LOCATION MAP WEST 1/2, SEC. 22, 29/27 MUNICIPAL AGENCY CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA. 93301 (661)326-3724 �bh X'b x 2, 29/27 - GALLOWAY CANAL CROSSING ONSTRUCTION PLANS WATER AGENCY NORTH KERN WATER STORAGE DISTRICT 33380 CAWELO AVENUE BAKERSFIELD, CA. 93308 (661)393-2696 3ENCH MARK USED IM -1 'HE BENCHMARK FOR THIS PROJECT IS USC&GS IM DISK IN SIDEWALK @ E. END OF THE CALLOWAY ;ANAL BRIDGE ® THE WEST END OF THE NW RETURN )F FRUITVALE AVE. & ROSEDALE HWY, STAMPED A 1208 1970" WITH NAVD 88 ELEVATION = 399.97' AS 'ER THE NGS DATASHEET FOR "A 1208" M-1 OP OF BRASS CAP AT S.E. TOP OF POST N CALLOWAY CANAL WEIR PPROX. 850' NORTHEAST OF MOHAWK ROAD LEVATION = 399.81 — CITY OF BAKERSFIELD DATUM UBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN ALLOWAY CANAL (N.K.W.S.D.) DATUM H EET INDEX ENGINEER (ROAD) REUTTGERS & SCHULER 1800 30th STREET, SUITE 260 BAKERSFIELD, CA. 93301 (661)327-1969 ian@rscivil.com ENGINEER (CANAL) ZEIDERS CONSULTING 1655 GREELEY ROAD BAKERSFIELD, CA. 93314 (661)589-8366 wzeiders@zeidersconsulting.com THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CALIFORNIA STATE PLANE ZONE 5 GRID COORDINATE SYSTEM BASED ABOUT POINT 11 BEING A CHISLED "X" IN SIDEWALK WITH CA SPCZ5 COORDINATES AS SHOWN. N — 232737.93 E — 6233910.00 GROUND COORDINATES WHERE ESTABLISHED BY A COMBINED SCALE FACTOR (CSF) = 0.99997000088 CENTERED AT SAID POINT II, I.E. GRID COORDS = (CSF)(GROUND COORDS). 1-32 SEE MOHAWK STREET EXTENSION PLANS. 31-5. TITLE SHEET/GENERAL NOTES 34. NOTES 35. CANAL HYDRAULICS DESIGN — CANAL PLAN & PROFILE 3 CANAL LAYOUT 3 CANAL STRUCTURAL PROFILE 38. CANAL PROFILES THROUGH CONCRETE ARCHES 39. CANAL CROSS — SECTIONS 40. CANAL CROSS — SECTIONS 41. CONCRETE TRANSITION PLAN & PROFILE — DOWNSTREAM (WEST) END 4'). CONCRETE TRANSITION PLAN & PROFILE — UPSTREAM (EAST) END 4 . CONCRETE ARCH DETAILS 4 . CONCRETE ARCH DETAILS — EAST AND WEST ENDS 45. FOUNDATION PLAN AND DETAILS 46. FOOTING DETAILS AND TRANSITION SECTIONS 47. CUT—OFF WALL DETAILS 4 . CONCRETE ARCH DETAILS 4 . CONCRETE ARCH DETAILS I? FESS/coo Lic. No. 40,0311 * Expires 12/31/13 HA GEVAN 20 ROSEDALE BRIMHALL ROAD T.29S. R.27E. ROAD w LIQ 21 a j HIGH WA Y �WPY CPCANPL 28 GP� 0 33 --_ pii TRUXTUN Q-) STOCKDALE HIGHWA Y Si TE 22 z, VICINITY MAP 34 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 26 A VENUE 35 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CABLES, WIRES OR STRUCTURES ARE NOT SHOWN ON THESE PLANS. REFER TO CITY OF BAKERSFIELD — "PLANS FOR CONSTRUCTION ON MOHAWK ROAD EXTENSION" FOR INFORMATION ON UTILITIES, UNDERGROUND PIPES, CABLES, ETC. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THE REFERENCED PLANS ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444 DESIGNED BY: WILLIAM W. ZEIDERS R.C-E:�'40031 EXP. 12-31-13 DATE NORTH N.T.S. S b� 0 W cn Z -)M Z 0 U) W 29 l w c� o� kcoll 0 64 BRIMHALL ROAD T.29S. R.27E. ROAD w LIQ 21 a j HIGH WA Y �WPY CPCANPL 28 GP� 0 33 --_ pii TRUXTUN Q-) STOCKDALE HIGHWA Y Si TE 22 z, VICINITY MAP 34 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 26 A VENUE 35 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CABLES, WIRES OR STRUCTURES ARE NOT SHOWN ON THESE PLANS. REFER TO CITY OF BAKERSFIELD — "PLANS FOR CONSTRUCTION ON MOHAWK ROAD EXTENSION" FOR INFORMATION ON UTILITIES, UNDERGROUND PIPES, CABLES, ETC. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THE REFERENCED PLANS ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444 DESIGNED BY: WILLIAM W. ZEIDERS R.C-E:�'40031 EXP. 12-31-13 DATE NORTH N.T.S. S b� 0 J W cn Z -)M Z cn U) W � l w c� o� kcoll Q U 64 � C cio I_ XW LO Lo W :D 0� u_ILL 0 W cr r- W N Q 0 J W W Z -)M Z U) W � W Q U pin w I_ XW :D 0� u_ILL 0 W cr r- W LO Q U GRADING NOTES 1. ALL WORK SHALL BE DONE IN CONFORMANCE WITH NORTH KERN WATER STORAGE DISTRICT (NKWSD) STANDARDS AND SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE PRELIMINARY SOILS REPORTS BY: KLEINFELDER, DATED FEBRUARY 21, 2013 AND SIGNED BY DAVID L. PEARSON, R.G.E. 674. 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED. 3. THE ENGINEER HAS SHOWN EXISTING UNDERGROUND LINES ON THIS PLAN TO THE BEST OF HIS KNOWLEDGE. THERE MAY BE OTHER LINES IN THE GROUND. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LINES IN THE FIELD PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL CONTACT U.S.A. (1-800-642-2444) FOR UTILITY LOCATION 48 HOURS PRIOR TO ANY EXCAVATION OR TRENCHING. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 5. ALL EXISTING IMPROVEMENTS THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE AFFECTED PARTY, AT THE CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR TO PLACING ANY FILL MATERIAL. 7. COMPACTION TESTS SHALL BE PROVIDED BY THE CONTRACTOR AT LOCATIONS TO BE DETERMINED BY NKWSD REPRESENTATIVE. 8. FILL MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE SOILS ENGINEER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF PAD AREA TO WITHIN f 0.1'. IF ELEVATION OF DESIGN ELEVATION PAD SHOULD BE FOUND TO BE MORE THAN t 0.1' OFF OF DESIGN ELEVATION AFTER COMPLETION AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 10. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED PER SOILS ENGINEER REQUIREMENTS OR A MINIMUM OF 90% DENSITY, WHICHEVER IS GREATER, FOR A MINIMUM DISTANCE OF 5' IN ALL DIRECTIONS FROM THE FOUNDATIONS OF THE STRUCTURE. 11. ALL FILL SHALL CONFORM TO THE REQUIREMENTS FOR "ENGINEERED FILL" AS DESCRIBED IN THE PRELIMINARY SOILS REPORT. 12. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 13. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 14. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS OBTAINED BY A.S.T.M. TEST METHOD D1557-78, METHOD A, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF 2' BEYOND THE OUTSIDE EDGES OF PAVEMENTS. 15. UPON COMPLETION OF GRADING, A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED BY THE SOILS ENGINEER. 16. ALL GRADING SHALL CONFORM WITH CHAPTER 70 UNIFORM BUILDING CODE AND STANDARDS PERTAINING THERETO. 17. ALL CUT SLOPES SHALL NOT BE STEEPER THAN 1.5 HORIZONTAL TO 1 VERTICAL. 18. ALL FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 19. ALL FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF 12". 20. SURFACE DRAINAGE SHALL BE AS NOTED ON THE DRAWINGS OR AS DIRECTED BY ENGINEER. 21. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CHAPTER 70 OF UNIFORM BUILDING CODE. 22. THE ENGINEER SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY THE ENGINEER. 23. DUST CONTROL: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: A. WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT THE SURFACES FROM BECOMING DRY ENOUGH TO PERMIT DUST FORMATION. B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT. 24. DURING EXCAVATION, REASONABLE SEARCHING SHALL BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHALL BE REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE PROJECT BOUNDARY. 25. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTION FACTOR OF 1.3. THE ENGINEER MAKES NO WARRANTY EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL OCCURS, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND FILL. 26. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, SOILS REPORT AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT BASED ON HIS OWN ANALYSIS OF THE WORK REQUIRED. 27. THE SOILS ENGINEER MUST APPROVE ALL SOIL COMPACTION INCLUDING THE STABILITY OF ALL SLOPES, BOTH THOSE THAT ARE CREATED BY AND THOSE REMAINING AFTER GRADING OPERATIONS. 28. CONTRACTOR TO PROVIDE A TRAFFIC CONTROL PLAN & IN -STREET ENCROACHMENT PERMIT. LOCAL TRAFFIC TO HOUSES BETWEEN THE FRIANT-KERN CANAL AND THE CALLOWAY CANAL TO BE PROVIDED FOR THROUGHOUT THE DURATION OF THE PROJECT. GRADING NOTES CON INUED 29. THE ENGINEER MAY FURNISH REFERENCE LINES AND GRADE STAKES AT THE BEGINNING OF THE WORK TO ESTABLISH ALIGNMENT AND GRADE. ANY GRADE STAKES OR REFERENCE POINTS WHICH MAY BE L ST OR DESTROYED BY THE CONTRACTOR DURING THE PROGRESS OF HIS WORK SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER MAY REQUIRE FIELD CHECKS AT ANY STAGE OF THE WORK. THE COST OF THESE FIELD CHECKS SHALL BE BORN BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY FOR THIS SECTION WILL NOT APPLY IN THE CASE OF MALICIOUS DAMAGE BY OTHERS. 30. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FIND DISCREPANCIES IN OR OMISSIONS FROM THE DRAWING OR SPECIFICATIONS, HE SHA L SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID FOR THE PROJECT. 31. THE ENGINEER IS NOT C ' NTRACTED WITH THE OWNER TO PROVIDE SLOPE STAKING. IF THE CONTRACTOR WANT THE ENGINEER TO PROVIDE SLOPE STAKING, HE SHALL HIRE THE ENGINEER TO PERFORM THIS SERVICE AT THE CONTRACTOR'S EXPENSE. 32. ENGINEERED FILL SHALL 3E PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE PRELIMINARY SOILS REPORT PREPARED BY: KLEINFELDER. DATED FEBRUARY 21, 2013 AND MUST BE COMPACT 'D TO 90% MAXIMUM RELATIVE DENSITY. 33. ALL REQUIRED OVER -EXCAVATION SHALL BE DONE IN CONFORMANCE WITH AND SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE PRELIMINARY SOILS REPORT BY: KLEINFELDER, DATED FEBRUARY 21, 2013 AND SIGNED BY DAVID L] PEARSON, R.G.E. 674. CONCRETE CANAL LINING CONCRETE CANAL LINING SH LL BE IN ACCORDANCE WITH THE SPECIFICATIONS. CONCRETE USED SHALL MEEj OR EXCEED THE FOLLOWING REQUIREMENTS: FOR STRUCTURAL CONCRETE CONTRACTOR SHALL USE A MINIMUM OF 6 SACK MIX DESIGN WITH A MINIMUM 28 DAY STRENGTH OF 4,500 PSI. FOR NON-STRUCTURAL, STE L REINFORCED CONCRETE, CONTRACTOR SHALL USE A WNIMUM OF 6 SACK MIX DESIGN WITH A MINIMUM 28 DAY STRENGTH OF 4,000 PSI. FOR NON -REINFORCED CONq�RETE LINING, CONTRACTOR SHALL USE A MINIMUM OF 5 1/2 SACK MIX DESIGN WITH A MINIMUM 28 DAY STRENGTH OF 3,200 PSI. RIP -RAP PER CAL -TRANS SPECIFICATION 72 FOR PLACEMENT METHOD B - FOR FACING ROCK RIP -RAP SLOPE PORTION. GEOTEXTILE FABRIC PER CA -TRANS SPECIFICATION 72 AND CAL -TRANS STANDARD SPE IFICATION 88-1.04 FOR NON -WOVEN GEOTEXTILE FABRIC. QUANTITIES 42' WIDE x 10.5' HIGH CON RETE ARCH SPANS REINFORCED CONCRETE CAMAL LINING ESTIMATED EARTHWORK QUANTITIES MOHAWK ROAD / CALLOWA CANAL CROSSING OVER - EXCAVATION CANAL AND TRANSITIONS = 132 L.F. = 16,750 S.F. CUT 2,290 C.Y. 670 C.Y. 3,700 C.Y. ALL 2,370 C.Y. 670 C.Y. 520 C.Y. TOTAL: 6,660 C.Y. 3,660 C.Y. COMPACTED MATERIAL OVER CONCRETE ARCHES: 1,380 C.Y. NOTE: THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE APPROXIMATE AND FOR ESTIMATING PURPOSES ONLY. NO SHRINKAGE FACTOR HAS BEEN ADDED. THE CONTRACTOR SHALL, A TER EXAMINING THE PLAN, SOILS REPORT AND THE SITE TERRAIN, PREPARE HIS ESTIMATED EARTHWORK INDEPENDENTLY OF THE ENGINEER'S. THE ABOVE QUANTITIES ARE FOR THE CANAL PORTION ONLY. SEE MOHAWK ROAD PLANSOR ADDITIONAL EARTHWORK, INCLUDING ROADWAY, CANAL ACCESS 4AMPS, ETC. FILL DIRT REQUIREMENTS 1. FILL DIRT HAULED FROM OUTSIDE SOURCE THAT WILL BE USED FOR THE PROJECT WILL BE ACCEPTED BY THE DISTRICT ONLY IF THE DIRT IS IN COMPLIANCE PER CRITERIA'S LISTED BELOW. THE DISTRICT CAN ALSO OFFER FREE DIRT WHICH IS FREE OF CONTAMINANTS LISTED BELOW FROM A SOURCE NEAR THE PROJECT. IF THE PROJECT USES THE DIRT PROVIDED BY THE DISTRICT THEN THE BELOW CRITERIA'S ARE WAIVED. A. FALL DIRT SHOULD BE FREE OF POLYNUCLEAR AROMATIC HYDROCARBONS, POLYCYCLIC AROMATIC HYDROCARBONS, PETROLEUM HYDROCARBONS, TITLE 22 METALS, BENZO(A)PYRENE, AND DIBENZO(A,H)ANTHRACENE. IF FILL DIRT IS SUSPECTED (DUE TO THE SOURCE OF THE DIRT) TO CONTAIN ANY OF THESE, FIELD SAMPLING AND ANALYSIS TO IDENTIFY HAZARDOUS COMPOUNDS AND THEIR CONCENTRATION IN THE SOIL AT THE SITE SHALL BE PERFORMED AND A HUMAN HEALTH SCREENING EVALUATION (HHSE) SHOULD BE PERFORMED TO ASSESS IMPACTS TO CANAL WATER CONSUMERS. B. SOIL SAMPLES COLLECTED DURING THIS INVESTIGATION SHOULD BE SUBMITTED TO A STATE -ACCREDITED ANALYTICAL LABORATORY FOR ANALYSIS. C. TPH-CARBON CHAIN SAMPLES SPECIATION, BENZENE, TOLUENE, ETHYLBENZENE, XYLENES SHOULD BE ANALYZED BY EPA METHOD 8021 B, EPA METHOD 8015 B. D. POLYNUCLEAR AROMATIC HYDROCARBONS, TITLE 22 METALS SHOULD BE ANALYZED BY EPA METHOD 8270, EPA METHOD 6010 B. CALLOWAY CANAL FLOW DURING THE "CRITICAL CANAL FLOW PERIOD" FROM APRIL 1st THROUGH JULY 31st, THE CITY SHALL BE PROHIBITED FROM PERFORMING ANY CONSTRUCTION OVER THE WATER SURFACE OR WITHIN THE INTERIOR BANKS OF THE CANAL WHERE SUCH CONSTRUCTION MAY, WITHIN THE REASONABLE OPINION OF THE DISTRICT, RESTRICT CANAL FLOW, POTENTIALLY LEAK OR DEPOSIT MATERIAL INTO THE CANAL, OR NEGATIVELY AFFECT CANAL OPERATIONS, UNLESS PROVIDED FOR OTHERWISE IN A PRIOR WRITTEN AGREEMENT BETWEEN DISTRICT AND THE CITY. CONSTRUCTION WITHIN OR ON THE BRIDGES OVER THE CANAL IS PERMITTED AT ANY TIME WHERE. IN THE REASONABLE OPINION OF THE DISTRICT, SUCH CONSTRUCTION WILL NOT AFFECT CANAL FLOW OR CANAL OPERATIONS. IN ADDITION TO THE CRITICAL FLOW PERIODS, THE CANALS ARE AT ALL OTHER TIMES SUBJECT TO INTERMITTENT FLOW OR STANDING WATER BASED ON USER REQUESTS. ANY STOPPAGE OF INTERMITTENT FLOW AND/OR DEWATERING FOR ANY WORK WITHIN THE WATER -WAY AND/OR INTERIOR BANKS OF THE CANAL SHALL BE ARRANGED AT LEAST 48 HOURS IN ADVANCE WITH THE DISTRICT AND SHALL BE SUBJECT TO THE DISTRICT'S REASONABLE SCHEDULE AND APPROVAL. G) Z CD z_ Q 4 r 0 0 0 W w� 0 _ U- Z M W� U)O LLJ W Q Q U z Xw LL. LL 0 w z w u) Q U 0 z U) LLI U)O LLJ C. U J Q(J) zW Q z O rQ V Q!i �FESS/pN� z X X Li �c1� Z z � W Q w Lic. No. 40,031 R * Expires 12/31/13 o N o o 0 o o CIVIL 0���� OF N J Z a � m m 0 � 6i o<o� w Y Z LJ STA. 17 �'`�'' / FRU'T VALE �EADW ' — ALL 776+00 174+00 173+00 17z+00 170+0o 769+00 168+00 767+00 I -7 NOTE: ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM LIMITS OF CANAL CONSTRUCTION SEE DETAIL SHEET 36 o 166+00 185+00 164+00 `b9�00 __•`- '- .. _ — .. 163+00 r� i — — _ ------ _ 1162+0()1bp _ _ 161+O0 V 77+30 ASE WEIR -` - �-__'--_ ®`�'' �•` / /� 404 402 O� 400 �— 398 396 394 T 392 390 r 388 175+00 39649 150+00 Bvp"x" Q INV, • CL VERT 140+00 a 39� o w n BLADE a ry ® � w w q 00 � Q 9� .�gkNJ 382 + �I.................... z Q 386 150+00 Bvp"x" Q INV, • CL VERT 140+00 0 W 384 . 396 z D 394 ® � w w q 00 � Lu J — —-390 382 + �I.................... z Q o� . U j............: AHI 388 +CO Z QUI . LJL ryry 386 380 j 384 - /X ® i CALLOWAY CANAL PLAN 730 00 % 12 0 / ------------- ... ....................... ANAL ROAD ST A. 137+98 - A 65 MOHAWK �R 117+34.52 SSIN NORTH 0 200 400 600 SCALE: HORIZ. I"=200' VERT. 1"=4' STA- 128+... �. MINKLER77f � LIMITS OF CANAL CONSTRUCTION OPCS P � Off' 170+00 165+00 160+00 155+00 150+00 145+00 J 140+00 135+00 W 130+00 . 396 a D 394 ® � w w q 00 392 --- — —-390 Q Q L6 � C �I.................... z Q o� . U j............: AHI 388 +CO Z QUI . LJL ......._J 386 UJI j 384 ppl�Nj..l...... ..... j .....:....; 382 I - 380 U J � 0 U J z o Q U O0 Q N 0 II ^1405.21:... 0 N Z Q MOHAWK STREET DESIGN � OP m 0 w LLI :2w z Y Z o�o0L, w .......... .. .. ........ s� 99A d�\..;: F � EXISTING SOUTH BANK Oc"� DESIGN TCP OF BANK' EXISTING NORTH BANK .... . . BANKITOp HWM POST �88� O , ro t` ....... ... . . _= L 100' L 132'' _ L : 100' co L0 co cfl : u):IL coI - a EXISTING CANAL BOTTOM ...... O ... ...... EXISTING CANAL BOTTOM j Q"DESIGN "CANAL :INVERT 0�9 NAL: BOTTOM ------ — C IAL INVERT _DESIGN - - - -C - S=.00012- — - S=.00012: .... s _ bot � ....". oo a �:. e ......... . CONCRETE TRANSITION---"/ RANSITION �� ... z I h .... . CONCRETE:: TRANSITION � (DOWNSTREAM) DO M �, AM (UPSTREAM) U.P TRE w 50' L F RIP-RAP��`9 :%G� Y , � Y �j .......... of ......... .......... ....... ...... W ........... w• U I , 125+00 DESIGN TOP OF BANK DESIGN CANAL IN S=.00012 _ Q�pFESS/pN� W 2Fio� F2 Lic. No. ,031 z * Expires /31/13 CIVIL OF C 120+00 ................. 408 406 404 402 -— —t -— 0 j -400 J j .............. 398 W j . 396 a D 394 ® � w w q 00 392 --- — —-390 Q a U �I.................... z Q o� . U j............: AHI 388 +CO Z QUI . LJL j 386 UJI j 384 W Q j .....:....; 382 I - 380 U J � 0 Lij J J U qcn W �c � a D Co ® � w w q 00 0 �. a W Q a U 1 z Q X J Q U m X LL U LJL 0 �� UJI r- W Q 0 0 Lij J J U 0 W wo � LL D M 0) C/)z W Q W 0 �. a W Q a U �e z Q X J Q U m X LL U LJL 0 �� UJI r- W Q 0 U-) w<' U J � Lij J U 0 �n V � z 06 U Q W 0 �. a U J Q X J Q U Z Q z � U U) VY UJI Q -:33: 0 O w<' J � 0 U J z o Q U U z X X w VY ~ w<' 0 0 0 0 o O0 Q N 0 0 N Z Q m 0 w LLI :2w z Y Z o�o0L, w 5,' z% m-cip mmAll 0 , - , , , ' P , , -N- NORTH 0 30 60 90 SCALE: 1" = 30' NOTE: Z SEE SHEET 13 FOR F— U) W (n � W X CANAL X RAMP co PLAN o w w® � V z zcy) Q U = Y w Q C0 C J Z J Q W <U U 0 y z W O ry N m Xw OW u- �LL 0 O �— � w O LoQ Z U i r r � r r r r r i r O 0 NOTE: r r 0 r , r � / O r / x o ELEVATIONS SHOW � N ARE r E CITY OF BAKER F r LD DATUM X N P Dc r � P SUBTRACT 0.17 T r � 0 ALL ELEVATIONS. TO OBTAIN r r r , G r r S O r r CA LLOWAY CANAL N.K.W.S.D. DATUM r r r o• P r r r r r G o x r ,� z q CANAL O I z 25.5'150' 25 o m .5 / P 397.00 , HIGH WATER i r r r G / L0 i r O r r Fi' CANAL! INVERT r / r r TYPICAL CANAL SECT ON - SCALE: 1"=10' NOTE: I I IF ADDITIONAL DIRT IS TAKEN FROM CANAL BEYOND GRADING LIMITS SHOWN ON PLANS, THE CANAL SHALL BE GRADED TO TYPICAL CANAL SECTION SHOWN ABOVE, WITH A 100 FOOT TRANSITION TO EXISTING CANAL AT THE OUTER ENDS. RpFESS/p + CANAL LAYOUT Z F— U) W (n � W X X co Q o Y zQ � V z Q U = Y Q C0 C J Z J Q U CD Z X X X w V) Y ~ Q Z W 0 = W O ry N O OW N 0 Q O O �j N Z Q W W Z Y Z < Q 0 2 � V o C) NOTE: 0z � ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM z SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM o 0 c q .CO 1 41 +00 140+00 139+00 13B+00 1 37+ 001 36+ 00 co 4 0 8 w q MOHAWK STREET DESIGN � ............. ................. ....... ................. ...... ................. w z z � :/) r'S w ......... . 05-2 406 w Q ��Op _---- J w L_ ~ w s� J Q `n `n v �' PO Q cQ �� J O . ................. .. . 404 ' � M �d Q + �Q ............... . w Q � U � w _ �° Co Q ................................ s o �,�\,� O ... ao � ...... 402 �o CoQ EXISTING SOUTH BANK 0 _-----------------------_--_--__-_--__-_--------_ EXI STING NORTH BANK -_-----_ s9�, ------------- - -' - --------------------------------�- 400 - - -- - - -- °� �Q --------=----------------- W w �, _ -___--_-_-----------------------_ Z ci ---------- ------------ ...................................................... .... . 3 98 —o �o-- --_----- — — DESIGN WATER SERVICE ------=------ ----- ----- — W > < — — �QU o C� C) o ti 9� 3 9 6 Q m X w o LLJ 0 w � i Ln Ln Q _ ..... ...................... L � 0 394 � }- o Ln co co .. t.� �.� ca .... .. co U '� cfl co LO < d + d Cl>..... d + LL N N 'S .........................:.. N CO EXISTING CANAL_ O BOTTOM �� C? CO�cO� �°`�- MM 392 co-o w ......... U S=.00012 � •, ,. , . S=.00012 3 9 0 g t S - . 02 , , DESIGN CANAL_ BOTTOM ................................... ................. ..... ...... .......... 3 8 8 DE 100' TO CUT OFF WALL `b�= Z��os 2��� CUT OFF WALL GRADE MATCH ........................................................... . 100' TO MATCH EXISTING L=100' L=50' - . L-100. _ _ L-132 � L=100 L=100 EXISTING Z GRADE TO CALLOWAY CANAL DESIGN 3 8 6 RIP -RIP DOWNSTREAM TRANSITION CONCRETE ARCHES UPSTREAM TRANSITION GRADE TO CALLOWAY CANAL DESIGN � W W J RIP -RAP PER CAL -TRANS SPECIFICATION 72 O � FOR PLACEMENT METHOD B FOR FACING ROCK O RIP -RAP SLOPE PROTECTION AND PER CAL -TRANS �W LL. U STANDARD SPECIFICATION 88-1.04 FOR NON -WOVEN � ....... GEOTEXTILE FABRIC. 382 <( U U 380 = Q O CANAL ROAD CROSSING PROFILE ® Q " SCALE: HORIZ.: 1" = 20' " VERT: 1 = 2'CD V QRpFESS/p� X M X LLJ v rri Lic. No. ,031 ~ z : w a 0 * Expires 12/31/13 - o 0 LLJ. o Q Q �qJ� CIVIL o o o��� OF C ALF cn m m p ci �r UV Fo---Q v z Q o W W � z W7s" 1 138+50 ry 408 15.30' Q SOA 406 404 _ �° 401.95 (D O� os TOP HEADWALL 402 so99 Qs 400 - _ - 398 396 Ln 394 (o .. Ln 39200 390 388 °h - 386 408 406 404 402 400 398 396 394 392 390 388 386 MOHAWK STREET DESIGN Apo 55 ZOP O � S=.002 L=132' CONCRETE ARCHES NOTE: ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM 6.35' 408 O Off`' �� 406 ° 404 402.16�De 0') TOP HEADWALL 402 -- - = 400 rA--***,� SECTION THROUGH NORTH INSIDE WALL OF CONCRETE ARCH. 3a .MOHAWK STREET DESIGN.. �71 rk°, c, �.F 4p195. ------ �a�0°� 10 P NEApWp rB SECTION THROUGH °° ............ 404 CENTERLINE Q OF CONCRETE ARCH �3J8 CENTERLINE Q Ln �N CALLOWAY CANAL ANG MOHAWK STREET V) c0 y (f) ry J cn Q 138+50 N ............. 394 1 38+ 00 z �Io� <� F— X 390 �9 388 A OQ .. SOA � �`. ��, ...... `L°' ............... .... 386 A 0 � s 1 .MOHAWK STREET DESIGN.. �71 rk°, c, �.F 4p195. ------ �a�0°� 10 P NEApWp rB SECTION THROUGH °° ............ 404 CENTERLINE ... 402 OF CONCRETE ARCH �3J8 CENTERLINE INTERSECTION OF CALLOWAY CANAL ANG MOHAWK STREET DESIGN WATER SERVICE 398 U, 396 394 N r - -- 392 390 388 - 386 - •a 402.16 .................... 406 TOP HEADWALL °° ............ 404 J ... 402 �ggFF�� Ww =- - 400 _ u— � z M DESIGN WATER SERVICE 398 396 W 0') W Q Q U N ............. 394 z ..........392 . ......... F— X 390 �9 388 1 0 386 � (--cSECTION THROUGH SOUTH INSIDE WALE OF CONCRETE ARCH. 38 QRpFESS/pN\ q 0,031 Lic. N � * Expires 12/31/13 ks)q�� CIVIL OF C ALF/ 0 J Ww r' O _ u— � z M W 0') W Q Q U z F— X _w LL 0 � �w ~ Lo Q �m U Q = O ry Z X X w V Y Z o 7 : W 0 [if N N LLJ L o o N z i a (f) m U D m 0 w w � w z Y z Q U O S 0 (n 0 C) Li 70 `tVJ �. .....OM ;..... b' �9 ci' �9�JR �, �o� 7 2 3 8' .. 38 '� . ..—.._ rnP �� 01 .............. . .. .... .. <�np� P. orcl n DIRT 4o7. u 41n F RnAFG STATION 135+32.65 39 BEGIN FULL WIDTH CANAL GRADING 60-- 70 80 --410 —405 —400 —395 =390 —385 --410 —405 400 —395 —390 —385 ___'_____41n ALL ELEVATIONS SHOWN ON THESE CROSS—SECTIONS 385 (D J z ........ - - - Ww� 0 _ LL 385 ARE B BASED ON C.O.B. (CITY OF BAKERSFIELD) DATUM. -120 -100 -90 80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 U � W< C STATION 1 � TO OBTAIN CALLOWAY DATUM., LOWER ALL ELEVATIONS BY 0.17 w p U) xw �� U 39 EAST END OF EAST TRANSITION ALL CANAL STATIONS SHOWN ARE N . K. W. S. D. CALLOWAY 410 DIRT O w - ---------------------41 u)< ----- CANAL STATIONS � - : ; 404 ...:. \ 404.40 :: ::.:.:::::: r- ..... ..... .............. . .......... 401 qn O (D J z Ww� 0 _ LL �o Z M Ll.l W C) � U � W< J <C U � z w p U) xw O � U �U) O �- or O w ~ u)< Z �m U U (D z H 0 W 0 o z Ll.l CL O � U � J w Q w Q U) U O � _ Y z O U Q Z Q U CD z x F_ w U Y Q Z LJ � _ �) W c � I N ACV �w 0O O O �j N Z Q m v J Q : :D m p w Z ( Y Z Q Fw- Q W J 00 INVERT 50.00' RIP -RAP C SEE DETAIL 41 59.33' 6" THICK SIDE WALLS w n w Ln Q A z- u o Ocn L � + Q I oa co n W 398.45 oQ TOP X + 398.45 TOP OF SIDE WALLS o o LL. � z 0 r w r- L W Q 00 INVERT 50.00' RIP -RAP C SEE DETAIL 41 59.33' 6" THICK SIDE WALLS 389.94 INVERT CONCRETE CUT-OFF WALL SEE DETAIL B 47 w I w Ln �z 00 A z- u o Ocn �z- � + z M oa co U (n W 398.45 oQ TOP 389.94 INVERT CONCRETE CUT-OFF WALL SEE DETAIL B 47 6" REINFORCED CONCRETE SINGLE MAT #5 @ 18" O.C. E/W 389.36 INVERT / C 40.67' 4E w 8" THICK SIDE WALLS w Ln v Q z B 46 + � _ U Z Of Li Q 398.45 TOP 12" THICK FLOOR SECTION 7'-0" IN FROM EACH SIDE WALL FLOOR TAPERB SEE DETAIL 42 388.95 INVERT I I I I I I _ CONCRETES ARCHES i i I I I I I I I I ICONCRETE FOOTING SEE DETAILS, SHEET 46 A SEE DETAIL 41 B C 46I 46 46 A PROFILE - CONCRETE TRANSITION 41 DOWNSTREAM END SCALES: HORIZ.: 1" = 10'-0" VERT.: 1" = 5'-0" #5@ 18" O.C. E/W AT MID DEPTH 2'-0" LAP #5@ 18" O.C. E/W ` B FLOOR SECTION - 6" THICK TO 12" THICK 41 NOT TO SCALE TOP OF BANK RIP -RAP CONTINUES UP SIDE SLOPES TO 2 FEET BELOW TOP OF BANK UNLINED CANAL INVERT CONCRETE LINING l'-6" DEEP GEOTECH FABRIC 50'-0" CUT OFF WALL AT BOTTOM PER SPECIFICATIONS AND SEE DETAIL KCWA REQUIREMENTS 47 C RIP -RAP DETAIL 41 NOT TO SCALE NOTE: SEE CROSS SECTIONS SHEET 46 FOR REBAR DETAIL UNLINED CAN/ 1 , R4 RIP -RAP 18" DEEP X N NOTE: ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM PSR GpNGo�� p\L 398.45 1OB. �N`G�Cg �R RE�N� TOP SEGA\pN 46 �5 SEE GREE W P�� �59IER� \\ 65 �0 No- GR 01 A\2 F ORG� L\-36 / 388 . R g9' � N \ A` �\N � �( \� �E � REPS GRPO`� S\NG @ G' / G O 0 \ S O T, FOS G \� '\b C! \.°e<' Sag R� ��x 00 GO @ \`' � S 0S� COQ CONCRETE TRANSITION DOWNSTREAM END SCALE: 1" = 10'-0" w/ 0 I J CD w A 'r' u o 46 �z- � W O LL co U (n W M oQ X 398.45 TOP OF SIDE WALLS X TOP 6" REINFORCED CONCRETE SINGLE MAT #5 @ 18" O.C. E/W 389.36 INVERT / C 40.67' 4E w 8" THICK SIDE WALLS w Ln v Q z B 46 + � _ U Z Of Li Q 398.45 TOP 12" THICK FLOOR SECTION 7'-0" IN FROM EACH SIDE WALL FLOOR TAPERB SEE DETAIL 42 388.95 INVERT I I I I I I _ CONCRETES ARCHES i i I I I I I I I I ICONCRETE FOOTING SEE DETAILS, SHEET 46 A SEE DETAIL 41 B C 46I 46 46 A PROFILE - CONCRETE TRANSITION 41 DOWNSTREAM END SCALES: HORIZ.: 1" = 10'-0" VERT.: 1" = 5'-0" #5@ 18" O.C. E/W AT MID DEPTH 2'-0" LAP #5@ 18" O.C. E/W ` B FLOOR SECTION - 6" THICK TO 12" THICK 41 NOT TO SCALE TOP OF BANK RIP -RAP CONTINUES UP SIDE SLOPES TO 2 FEET BELOW TOP OF BANK UNLINED CANAL INVERT CONCRETE LINING l'-6" DEEP GEOTECH FABRIC 50'-0" CUT OFF WALL AT BOTTOM PER SPECIFICATIONS AND SEE DETAIL KCWA REQUIREMENTS 47 C RIP -RAP DETAIL 41 NOT TO SCALE NOTE: SEE CROSS SECTIONS SHEET 46 FOR REBAR DETAIL UNLINED CAN/ 1 , R4 RIP -RAP 18" DEEP X N NOTE: ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM PSR GpNGo�� p\L 398.45 1OB. �N`G�Cg �R RE�N� TOP SEGA\pN 46 �5 SEE GREE W P�� �59IER� \\ 65 �0 No- GR 01 A\2 F ORG� L\-36 / 388 . R g9' � N \ A` �\N � �( \� �E � REPS GRPO`� S\NG @ G' / G O 0 \ S O T, FOS G \� '\b C! \.°e<' Sag R� ��x 00 GO @ \`' � S 0S� COQ CONCRETE TRANSITION DOWNSTREAM END SCALE: 1" = 10'-0" w/ 0 J CD W w� LL D Z M M W 0) LL W Q 'Q U X X 0 W_ LL. Cr 0 �—or r- L W Q Q Z W U O CD �w U)LL Lu U)o of W0aW �U ZU) cl)JJw <a� Q_ W Q> -Z~ T g Z i F - JO ® Q ® z �Q _J U Q U CD Z X X W � Y Of Q Z W O 0 2 � N O OW Q N 0 N o L6 (n 0] U J :DLi m D w z Y Z W U U Q of :z -i D (n 0 0 Ll I I I I j CONCRETE I ARCHES I i I I CONCRETE FOOTING SEE DETAILS, SHEET 14 C 46 41.6 7' 8" THICK SIDE WALLS 58.33' 6" THICK SIDE WALLS n Lo /Q_'u� /A__� 46 + 46 CD 398.67 TOP TOP OF IDE WALLS 12" THICK FLOOR SECTION - 7' -0" IN FROM EACH SIDE WALL 6" REINFORCED CONCRETE FLOOR TAPER SINGLE MAT SEE DETAIL B #5 @ 18" O.C. E/W 389.16 389.58 INVERT INVERT i NOTE: SEE DETAIL 41 g SEE CROSS SECTIONS 46 SHEET 14 FOR REBAR DETAIL A PROFILE — CONCRETE TRANSITION 42 UPSTREAM END SCALES: HORIZ.: 1" = 10'-0" VERT.: 1" = 5-0" B CONCRETE FLOOR TAPER AT ARCH FOOTINGS 42 TYPICAL 2 PER SLOPE TRANSITION NOT TO SCALE 390.17 INVERT CONCRETE CUT—OFF WALL SEE DETAIL AA_-� 47 46 Z 02 v � (%�� P W w U � O N O n +�U Z = rz m Q QO 398.67 TOP 41.6 7' 8" THICK SIDE WALLS 58.33' 6" THICK SIDE WALLS n Lo /Q_'u� /A__� 46 + 46 CD 398.67 TOP TOP OF IDE WALLS 12" THICK FLOOR SECTION - 7' -0" IN FROM EACH SIDE WALL 6" REINFORCED CONCRETE FLOOR TAPER SINGLE MAT SEE DETAIL B #5 @ 18" O.C. E/W 389.16 389.58 INVERT INVERT i NOTE: SEE DETAIL 41 g SEE CROSS SECTIONS 46 SHEET 14 FOR REBAR DETAIL A PROFILE — CONCRETE TRANSITION 42 UPSTREAM END SCALES: HORIZ.: 1" = 10'-0" VERT.: 1" = 5-0" B CONCRETE FLOOR TAPER AT ARCH FOOTINGS 42 TYPICAL 2 PER SLOPE TRANSITION NOT TO SCALE 390.17 INVERT CONCRETE CUT—OFF WALL SEE DETAIL AA_-� 47 46 Z 02 v � (%�� P CANAL INVERT D \ 0 RGA 6 ONGR �P� p G EI Ncp cp Y 0 39NvERT o, OA FF P`G PA_ SES 0 _ cs I D - IN' i bo 4 13 \i V 17 � 2 \� 5 .6 6 ��� 0/ `\ 5 S � GEO c9 SES 88 388' RT FOR OpR P i 0 INV Gni% \NF ORF�pOR \\ �N G� 6 ONGRE Mp`C G �I 9-'R 6 NS\NG� �g ° 0 1 N 3NVERT S\NG`� 1a, ° G `�l k ` S�pPE 3Nv GRPOE \ � (01' \�N c) \ oZ \ z N16 \ \ o��, j o,-23 iNvERT \ v7� ° �� o c9 16 2' i SEGS ` N GRAD \ GR PO%' 38gERT G ONGRE� pxvs' F\,(DoR E pA- �2 SEF' 0 SSE 0 398.6 7 40.44' TOP 8„ THICK SIDE WALL SEE SECTION / -B FOR REINF. 46 N L F pRGEO SONG ��MP� p G. Elw S\NSG @ S 63.82' 6" THICK SIDE WALL CONCRETE TRANSITION UPSTREAM END SCALE: 1" = 10'-0" NOTE: ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM 398_67 TOP w/ 0 w W m Ln U Z z cD 00 N O F- rz cn QO (DQ w Q-' ,— m I- <C U 398.67 z TOP CANAL INVERT D \ 0 RGA 6 ONGR �P� p G EI Ncp cp Y 0 39NvERT o, OA FF P`G PA_ SES 0 _ cs I D - IN' i bo 4 13 \i V 17 � 2 \� 5 .6 6 ��� 0/ `\ 5 S � GEO c9 SES 88 388' RT FOR OpR P i 0 INV Gni% \NF ORF�pOR \\ �N G� 6 ONGRE Mp`C G �I 9-'R 6 NS\NG� �g ° 0 1 N 3NVERT S\NG`� 1a, ° G `�l k ` S�pPE 3Nv GRPOE \ � (01' \�N c) \ oZ \ z N16 \ \ o��, j o,-23 iNvERT \ v7� ° �� o c9 16 2' i SEGS ` N GRAD \ GR PO%' 38gERT G ONGRE� pxvs' F\,(DoR E pA- �2 SEF' 0 SSE 0 398.6 7 40.44' TOP 8„ THICK SIDE WALL SEE SECTION / -B FOR REINF. 46 N L F pRGEO SONG ��MP� p G. Elw S\NSG @ S 63.82' 6" THICK SIDE WALL CONCRETE TRANSITION UPSTREAM END SCALE: 1" = 10'-0" NOTE: ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM 398_67 TOP w/ 0 J W W p LL z M a) W X ctQ W <C U z Q p X _3 W LL � LL O F- 0 ry � r- W z U g o z X X W cf) Y � � Q z g o = � � w N d � Q N O O lj Q m v r m o �; w Q W Q Z Q W w (U) 0 O L. d- TOP OF FOOTING 1 ELEV. =389.45 Ln wN o c I KEYWAY 0 I 0 TOP OF FOOTING —�- I ELEV. =389.45 � t\ w ry �o A o w V SEE SHEET 46 FOR FOOTING REBAR TIE-IN TO TRANSITIONS \ CD n 1 o WATERSTOP cf)y 0') 6 " W O HINGE - - - - u� - - - - - - - - - - - - - - - - TOP OF FLOOR ELEV. =388.95 I 0 I WATERSTO 0 I Qo STRUCTURE FLOOR OF TRANSITION TOP OF FLOOR ELEV. =388.95 HINGE �-- I i _ r� o TOP OF FOOTING z ELEV. =389.45 F- 0 00 0 1 KEYWAY 0 _ WANG �1 P I Lo REINFORCED CONCRETE FL00 W � o WATERSTOP V) S 55'-6" 133'-0" CONCRETE ARCH FOOTING < Q 132'-0" Lj NOTE: CONCRETE ARCHESo ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM n- z SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN D W CALLOWAY CANAL (N.K.W.S.D.) DATUM FOUNDATION PLAN FLOOR OF CONCRETE ARCH SPAN SCALE: 1" = 2'-0" 11'-0" FOOTING 33'-6" 11'-0"� FOOTING 5'-4" 1'-8" 4'-0" 16'-9" 16'-9" 4'-0" 1'-8" 5'-4" 3,-9„ 13'-0" I 13'-0" ill L'j CD C 7 z #5@ 18" O.C. E/W z = AT MID DEPTH = -----___--I - � 1 e �FOOTING ________________ WATERSTOP —6" THICK CONCRETE WATERSTOP SEE FOOTING DETAILS SHEET 46 A SECTION THROUGH FLOOR UNDER ARCH FOOTINGS 45 SCALE: 1" = 2'-0" a 6 EQUAL 3/16" MIN. SPACES ]) \NSITION TIE EXTENDED ARCH FLOOR REINFORCEMENT TO #5 REBAR IN TRANSITION FLOOR #5 AT 18" O.C. EAC H WAY I NG ARCH FLOOR 1 2" O 5/16" 1 /8" MIN. 00 f 1 /16 7/16" MIN. WATERSTOP OTING SEE CALTRANS STD. SPECIFICATION SECTION 51-2.04B B PVC FLATSTRIP WATERSTOP 45 AT CONSTRUCTION JOINTS NOT TO SCALE 30" MIN. LAP /)14 << < 1 << L FLOOR ' O CONCRETE CONCRETE ,6R�H< TRANSITIONS Z FLOOR _ 4 , G < 1 G " #5 REBAR EXTENDED 36" G' '` G FROM END OF ARCH FLOOR r REBAR TIE-IN 45 AT CONCRETE FLOOR SCALE: 1 " = 1' QROFESS/pN< <\ Lic. N .40,031 * Expires 12/31/13 CIVIL CF C 03-9 0 VJ U) co Q J 0 w W o ccn p Q4 z M Cn LJ J U U � z W coW Q U T i z ~ p O p m H� X W U J LL O U U) c�W >_ ~ � Q ^y Z Ld N U 0 VJ U) co Q J 0 w W W� p V— z M Cn LJ J Q J U � z W Q Q U T i z ~ p O p m H� X W U J LL O U U) c�W >_ ~ Q Q Lo Z Ld U Rei W VJ U) co Q W 0 w U p co J p z Q Z Q J U � z Q � O T i � ~ p O O J o LL J (n U z X X w (n Y ~ Q Z Ld 0 = o w N O0 o o Q N o N z i Q (n m U J Q r *,*l � m 0 Z'Y Z w U � LLJ Q Z oV)oC)U- OUTSIDE EDGE C/) ry 11 Qo0 mz� Qoz Doo �L.Fn c� o z z Q O n � z Low0 n 0zz ~ O0 I C) w wm X CO 0 wrow 00 Q V INSIDE EDGE E 46 z. I� L \.iVIV I I\L I WITH WATERSTOP IF NOT POURED MONOLITHIC A TYPICAL SECTION THROUGH TRANSITION WARPED WING WALL 46 FROM 1:1.25 (VERT. TO HORIZ.) AND FLATTER SCALE: 3'-0" 133'-0" (11) #6 TOP & BOTTOM EQUALLY SPACED ^w LL O J cn BOTTOM OF PRECAST CONCRETE ARCH 3'-0" F 46 TOP VIEW - CONCRETE ARCH FOOTING REINFORCEMENT DETAIL 46 SCALE: 1" = 1'-0" EXTEND TOP 5 LONGITUDAL BARS AT INSIDE EDGE OF FOOTONG 36" BEYOND ENDS OF FOOTINGS F , „ FOR TIE-IN TO TRANSITION FLOOR 46 #6 x 9- 6 9 O.C. REINFORCEMENT ( YP. BOTH ENDS) TOP &BOTTOM (11) #6 TOP & BOTTOM EQUALLY SPACED ° d d ° ° e° d d ° ° ° e d d e d ° d d -d. - a ° d ° ° d ° - ° e ° a d ° e ° m d ° J d�— t� ° d e d e d dd ° 'd d ° d ° °d ° SIDE VIEW - CONCRETE ARCH FOOTING SCALE: 1" = 1'-0" cn ly- O Q CD 0 mzi Q oz 000 DL-F- c5oz z Q 00� mwoz �w 0Omzzw ~ O (� zLL I- M Li w r z X co 0 w Ld ro LL_ [if #5@ 18" O.C. E/W AT MID DEPTH 2' -0 LAP id P #6 @ 12" O.C. LARGE BARS (ALTERNATE WITH #6 @ 12" O.C. SHORT BARS) #5 HORIZ. @ 18" O.C. 6 @ 12" O.C. SHORT BARS ALTERNATE WITH #6 @ 12" O.C. LONG BARS - RESULTS IN #6 @ 6" BOTTOM 4'-6") 7'-0» 4'-6" NOTE: ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM 3" CLR. TO VERT. BARS `— 3 1/2" x 1 1/2" CONT. KEY 0j WITH WATERSTOP IF NOT POURED MONOLITHIC B TYPICAL SECTION THROUGH TRANSITION WARPED WING WALL 46 FROM VERTICAL TO 1:1.25 (VERT. TO HORIZ.) SCALE: _" = 1'-0" �ALTERNATE @ 12" O.C. LONG BARS WITH #6 @ 12" O.C. SHORT BARS) #5 HORIZ. @ 18" O.C. 6 @ 12" O.C. SHORT BARS (ALTERNATE WITH #6 @ 12" O.C. LONG BARS - RESULTS IN #6 @ 6" BOTTOM 4'-6") FLOOR TAPER MATCH TOP OF CONCRETE SEE DETAIL�g ARCH FOOTING 42 #4@ 18" O.C. E/W 7'-9» AT MID DEPTH 2'- 0" CLAP II < f< co #5@ 18" O.C. E/W I 0 I d- I 3" CLR. TO VERT. BARS o z z LLJ w Q Q w LJ Z cn aa. 3:w� o �� o > o� o co 0� o m O o 0 a� 0') c� 00 7'-0" Z 3 1/2" x 1 1/2" CONT. KEY z q-�o W WITH WATERSTOP W IF NOT POURED MONOLITHIC C TYPICAL SECTION THROUGH TRANSITION WALL W. 46 (VERTICAL CONDITION) SCALE: _" = 1'-0" _(E 44 w W co 46 LEG OF CONCRETE ARCH �z w PRECAST BRIDGE UNIT * Expires 12/31/13 * U INSIDE FACE OF F- X PRECAST CONCRETE ARCH UNIT F- Q W "GREENSTREAK HYDROTITE HYDROPHILIC" o > E O� WATERSTOP (CJ -0725 -3K -ADH) INSIDE a ° J Y OUTBID OR APPROVED EQUAL ° r v- N (10) #6 TOP & BOTTOM 3 " EQUALLY SPACED 4- ° 14" "� �3 iv co 5'-4" 3 1/8 „ ° WATERSTOP 4 _ - ° ° d d 00 • • • •1 ° e� • • • • °• CONCRETE ° NN FLOOR ° °° d d° o d O ° e °° d ° N N #6 x 9-'6" @ 9" O.C. e ° °°° ° ° ° e TOP & BOTTOM °• o dd • d e • e • EXTEND TOP 5 LONGITUDAL BARS „ SHIMS 3 36" BEYOND ENDS OF FOOTINGS LL'Li E FOR TIE-IN TO TRANSITION FLOOR CLR. TYP. w ow o REINFORCEMENT 11'-0" FT 46 Z w jo Ow F SECTION - CONCRETE ARCH FOOTING 46 SCALE: 1" = 1'-0" o z z LLJ w Q Q w LJ Z cn aa. 3:w� o �� o > o� o co 0� o m O o 0 a� 0') c� 00 >v , 0 r n V Z J z q-�o W C�o w `n W __jM Z M W. W 0) co W 0 44 w W co Q U �z w ~ * Expires 12/31/13 * U Q F- X W_ U- W LL O �— O� J w Lo Q r v- N U U Q >v , 0 r n V Z J z O W w� w `n W __jM Z M W. W 0) co W 0 Z W Q Q U �z z QD ~ * Expires 12/31/13 * U Q F- X W_ U- W LL O �— O� J w Lo Q r v- m U U Q r n V Z z O W � w `n W Q W. co W 0 Z Ld Lic. N 0,031 m Q 0 o z QD ~ * Expires 12/31/13 * U Q o _ `Z W ®?� O� 0 J 0 Z r Q O � Q U Q •11��g LL CD Z QRpFESS/pN� X W. co W 0 � Q Ld Lic. N 0,031 m o N 0 o w N } * Expires 12/31/13 * o o CIVIL N J z c Q 1 m � 0 r H o�oU� J Q � Q U W •11��g 10" HEADWALL --i FLOW�-Q� — NOTE: ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM 13Z-0" 0" 22 42'-0rr SPAN x 10'--6" RISE x 5r-11 3/4" LONG PRECAST CONCRETE BRIDGE UNITS PLUS 21 JOINTS AT 114" t PER JOINT FOOTING SEE DETAILS - SHEET 46 COVERALL CORNERS WITH 2'-0rr WIDE STRIP OF FILTER FABRIC PRIMER COMPATIBLE WITH JOINT WRAP TOP OF PRECAST BRIDGE UNIT LIFT HOLE PLUG LIFT HOLE LIFTING HOLES 9" SQUARE PIECE OF SEALWRAP OR EZ -WRAP RUBBER PRECAST BRIDGE UNIT FOOTING SEE DETAILS - COMPATIBLE WITH JOINT WRAP TOP OF PRECAST BRIDGE UNIT LIFT INSERT TYPICAL LIFT POINT SEALING DETAIL NOT TO SCALE BRIDGE PLAN SCALE: 1 " = 5' --Orr FILL LIFTING INSERT POCKET WITH GROUT, FINISHING FLUSH LIFTING INSERTS 9" SQUARE PIECE OF SEALWRAP OR EZ -WRAP RUBBER PRECAST BRIDGE UNIT, HEADWALL OR WINGWALL INSIDE FACE OF GROUT TO TOP PRECAST BRIDGE OF KEYWAY -� UNIT J 0 NOTE. FILL ENTIRE KEYWAY INCLUDING NOMINAL I" VOID BETWEEN BOTTOM OF KEYWAY AND BOTTOM OF PRECAST BRIDGE UNIT LEG WITH GROUT. TYPICAL BRIDGE UNIT GROUT DETAIL NOT TO SCALE j - 17x8 TF LL U) w Q LL 0 U H W W H LLQ T- 0 LU Q Q U z X LLJ LL r LLJ Lo Q T— V z J_ Q W 0 U Q H w U O U CD z X --------------------------------------- w (�RpFESS/ON -------- z ---- ---------- - - - ---- -------- --- - - - ---- -------- --- - - - ---- -------- --- - - - - * Expires 12/31/13 * N o o � (n M a U �ryy 9 00, �\� m z p Y w Z OF LSF CA � < � < � _ Lu 0 CV O CV COVERALL CORNERS WITH 2'-0rr WIDE STRIP OF FILTER FABRIC PRIMER COMPATIBLE WITH JOINT WRAP TOP OF PRECAST BRIDGE UNIT LIFT HOLE PLUG LIFT HOLE LIFTING HOLES 9" SQUARE PIECE OF SEALWRAP OR EZ -WRAP RUBBER PRECAST BRIDGE UNIT FOOTING SEE DETAILS - COMPATIBLE WITH JOINT WRAP TOP OF PRECAST BRIDGE UNIT LIFT INSERT TYPICAL LIFT POINT SEALING DETAIL NOT TO SCALE BRIDGE PLAN SCALE: 1 " = 5' --Orr FILL LIFTING INSERT POCKET WITH GROUT, FINISHING FLUSH LIFTING INSERTS 9" SQUARE PIECE OF SEALWRAP OR EZ -WRAP RUBBER PRECAST BRIDGE UNIT, HEADWALL OR WINGWALL INSIDE FACE OF GROUT TO TOP PRECAST BRIDGE OF KEYWAY -� UNIT J 0 NOTE. FILL ENTIRE KEYWAY INCLUDING NOMINAL I" VOID BETWEEN BOTTOM OF KEYWAY AND BOTTOM OF PRECAST BRIDGE UNIT LEG WITH GROUT. TYPICAL BRIDGE UNIT GROUT DETAIL NOT TO SCALE j - 17x8 TF LL U) w Q LL 0 U H W W H LLQ T- 0 LU Q Q U z X LLJ LL r LLJ Lo Q T— V z J_ Q W 0 U Q H w U O U CD z X w (�RpFESS/ON z o i o Lic. No 0,031 O N p o * Expires 12/31/13 * N o o � (n M a U �ryy 9 00, �\� m z p Y w Z OF LSF CA � < � < � _ Lu