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HomeMy WebLinkAbout6.1-1758 Record DrawingLIST OF DRAWINGS SHEET 1 TI TLE SHEET SHEET 2 SURVEY CONTROL MAP SHEET J-4 TYPICAL CROSS SECTIONS SHEET 5-11 PLAN AND PROFILE SHEETS SHEET 12 ROSEDALE INTERSECTION GRADING SHEET 13 CANAL RAMP LA YOUT SHEET 14-15 CANAL RAMP PROFILES SHEET 16-22 UTILITY PLANS SHEET 23-24 SIGN & STRIPING SHEET 25-26 TRAFFIC AND LIGHTING SHEET 27-32 POTABLE WA TER PLANS SHEET JJ -49 CANAL IMPROVEMENT PLANS Lx lv�� ro) Fm) Ap se-AIN1w P dTMpLIENS� 2�zffTffl39T007 TUMMID 00MTS93 MORA WKI, STREET IMPROVEMENTS FROM ROSEDALE HIGHWAY TO SIENA LANE For use in connection with the Standard Plans and Specifications of the THE BENCHMARK FOR THIS PROJECT /S THE USCBcGS BM DISK /N SIDEWALK Q E. END OF State of California Department of Transportation dated 2010' THE GALLOWAY CANAL BRIDGE AT THE WEST END OF THE NW RETURN OF FRUITVALE AVE & ROSEDALE HWY, STAMPED 'A 1208 1970" WITH NAW88 ELEVATION=399.97' AS PER THE NGS DATASHEET FOR 'A 1208" w ff owjgyA c % M 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 COORDINA TES 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, LE- GRID COORDS = (CSF)(GROUND COORDS) CITY STANDARDS ST -1, ST -2, ST -3, ST -6, ST -9, ST -18, ST -19, ST -21 CALTRANS STANDARDS 2010 A20A, A208, A200, A24A, A24C,A24D, A24E, A 73A, A87B, A87D, A88A, ES -1 A; ES -1 B, ES-lC, ES- 4A, ES -4B, ES -4C, ES -4D, ES -4E, ES -5A, ES -5B, ES -5C, ES -5D. ES -7B. ES -8, ES -13A CONVENTIONAL SYMBOLS JCL / / U/V L//VL - - RIGH T- OF- WA Y - CEN TERLINE RAILROAD TRACKS ---x-- x FENCE -- w__ --- T- M. H. OO P. P. C -a, C. 0, EP ETW FL Bc EC HP ---------- EXIST. CURB & GUTTER ---------- EXIST. A.C. FLOW LINE EXIST. EDGE OF PA VEMENT GUARD RAIL I MPRO VEMEN TS UTILITY SYMBOLS WATER LINE S SEWER LINE GAS LINE D - STORM DRAIN BURIED TELEPHONE 0 OIL LINE CABLE 6 AERIAL UTILITY AERIAL TELEPHONE SVCS HINGE CABLE OHE- OVERHEAD ELECTRICAL LINE EXISTING INTER- F/0 FIBER OPTIC LINE CONNECT CONDUI T LF TRAFFIC STRIPE DETAIL 21 _ EDGE OF PA VMENT MANHOLE 235 LF POWER POLE F. H. FIRE HYDRANT TRAFFIC STRIPE DETAIL 32 1,J85 LF EXISTING MONUMENT W. M. ❑ WATER METER FUTURE MONUMENT W. V. Da WA TER VAL VE STREET LIGHT G.M. ® GAS METER CLEAN OUT G• V 0 GAS VAL VE EXISTING OIL WELL -q- BENCHMARK ABBREVIATIONS EDGE OF PA VEMEN T RW EDGE OF TRAVEL WAY SJFIN FL 0 W LINE P. G. BEGIN CUR VE BvcS END CUR VE SVCS HINGE POINT OG RIGHT OF WA Y SAN JOAQUIN FACILITIES MANAGEMENT PROFILE GRADE BEGIN VERTICAL CURVE SECTION END VER TI CAL CURVE SECTION ORIGINAL GROUND i ° 1,i �° GROUND, 0 ✓, F -- lkv '�--!--HAGEMAN-i-ROAD- ( JP�� Q j I , w P _-------__-w --- ---- --- --� - KREBS -ROAD--4 f._-- --1_-_--_].__ l END CONSTRUCTION o S TA: 128+ 08.34 Q SIENA-LANE _ L ` ----------- PROJECT -._.__-PR0JECT -- ► i GILMORE AVE L OCA TION o - -- V6 i G ' SR 58 I i BEGIN CONSTRUCTION STA: 81+84.84 ------____._ --_------_-�--___ LOCATION MAP NOT TO SCALE TINA L PAY QUANTITIES DATE ITEM ESTIMA TED UNIT OF QUANTITY MEASURE REMOVE TRAFFIC STRIPES & PAVEMENT MARKINGS 1,411 S ROAD WAY EXCA VA TION 14,085 C Y CANAL do STRUCTURE EXCA VA TION (CANAL) 6,700 C IMPORTED BORROW 9,522 CY STRUCTURE BACKFILL (CANAL) 2,365 C 57RUCTURE BACKFILL CANAL SELECT MATERIAL) 1,J77 C TRAFFIC STRIPE DETAIL 9 6,620 LF TRAFFIC STRIPE DETAIL 21 40 LF TRAFFIC STRIPE DETAIL 22 235 LF TRAFFIC STRIPE DETAIL 29 4,115 LF TRAFFIC STRIPE DETAIL 32 1,J85 LF TRAFFIC STRIPE DETAIL 38 922 LF TRAFFIC STRIPE DETAIL 38A 178 LF TRAFFIC STRIPE DETAIL 39 7,245 LF TRAFFIC STRIPE DETAIL 40 150 LF PA VEMENT MARKINGS 825 SF ,&t SACRAMENTO • ;SAN FRANCISCO •FRESNO CITY OF BAKERSFI LD 0 LOS ANGELES SAN DIEGO S TA TF OF CALIFORNIA NO TE.• THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH 0.88 MILES QROFESS�pN _RS,w ; m r. _ HLTLET - W_ No. C58155 - * Exp. 6-30-14 IVIL .ENGINEERS , f sTgT C I V IJ. F OF CAL�F� " a. SCJ EGISTERED CIVIL tNGINEER DATE APPROVED BY WA TER RESOURCES APPROVED i. t "FOR POTABLE WATER PIPELINE ONLY" �! Dt 1 `U RAUL M ROJAS, R.C.E. 39860, EXPIRES 12-31-13 DAME, PUBLIC WORKS DIRECTOR APPROVAL REC0MM8IVDECD- t t WATER RESOURCES MANAGER 7 DATE APPROVED -B NORTH KERN WA TER STORAGE DISTRICTLu "FOR IMPROVEMENTS W TH/N THE CALLOWA Y CANAL ONLY" ASS/STANT PUBLIC WVR _ �Qlf��`�'ff _, DA ME S: - 7 DANA S. MUNN, ENGINEER /MANAGER DATE CIWL ENGIN /V - DESIGN NGINEER/NG DA7F 55 G- fes= - - �7 �.qf/z.v 13 TRAFFIC ENGINEERING DA TE 1159/., MORA WK STREET IJMA�PROVEMENTS FRe-%A,4 mo 1 Job No.: 108-23.10 OF File Path: N:\108-23.10\Drowings ROSE®ALE HIGHWAY TO SIENA LANE 4 GJ File Name: COB-Title-Sheet.dwg SHEETS O 1 2 3 SOUTH 1/4 COR. SEC.22 T.293., R.27E., M.D.M. STA 85+49.51 _MOHAWK STREE rl �I N W 0 Q 100 Qlz V) 0 I I 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 105+56.05 STA 110+48.73 BC BC STA 92+66.86BC C3 L4 C4 N00'35'45"E U3 646.37 - ___C2 _ STA 108+23.01 STA 112• EC EC 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 1 106.00 2.73 2'5644" C8 12.54 50.00 6.30 14'22'04" C9 16.19 50.00 8.17 18'33'16" C10 1 11.55 50.00 5.80 13'14'26" Cl l 1 22.41 1 69.00 1 11.30 18'3623" 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 105+56.05 STA 110+48.73 BC BC STA 92+66.86BC C3 L4 C4 N00'35'45"E U3 646.37 - ___C2 _ STA 108+23.01 STA 112• EC EC STA 99+12.41 EC - BENCHMARK THE BENCHMARK FOR THIS PROJECT IS THE USC&GS BM DISK IN SIDEWALK @ E END OF THE GALLOWAY CANAL BRIDGE AT THE WEST END OF THE NW RETURN OF FRUITVALE AVE 8c ROSEDALE HWY, STAMPED 'A 7208 1970" WITH NAUD88 ELEVATION=399.97' AS PER THE NGS DATASHEET FOR 'A 1208" BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CALIFORNIA STA TE 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, LE, GRID COORDS = (CSF)(GROUND COORDS) CITY OF BAKERSFIELD, CALIFORNIA SEE DETAIL 1 BELOW -" W to I \ Q 0 STA 118+50.02 W o BC Q m Z z STA 117+34.52 Li STA 123+12.57 I q INT. CANAL to FND CONC. MON. STRUCTURE C5 1-5 N00'33'22"E \ STA 127+51.63 4-76.62 o9y� EC 9= RK--- _. ET TGE RS �y CHULER IVIL ENGINEERS., STA 130+14.52 BC � Com„` N33'06'54"E STA +39.51 357.95'LT 20.08' q CANAL, APPROX. PROJECT LIMITS I D=25'27'27" STA 2+20.40 0'LT "NW1" R=500.00' CANAL RAMP L=222.16' STA 1+75 O'LT,"NW2" T=112.94' CANAL RAMP � s ss, S59'1622"W 13.11' " " s �c�ab'' D=10'51'20" R=50.00' CANAL RAMP STA 2+02.26 0 LT SW A9. �6�'�cp.. L=9.47' T=4.75' j� LINE "NW1" NORTH WEST 1 CANAL RAMP D=15'29'16" C7 R=50.00' LINE "NW2" NORTH WEST 2 L=13.52'�s CANAL RAMP T=6.80' �� 'P 2s S52 30 03 LINE "SW" �� 48.18' S66.52'07"W 29.08' SOUTH WEST D=7'21'8" s�.r'>•. C8 D=14'26'51" R=50.00' R=100.00' `j's F L=12.61' T=6.34' CANAL RAMP L=12.83' S66'S2'07"W� S81 *18'58"W 12.89' T=6.42 a 20.51 »�"S60'15'38"W STA +16.30 55.00'LT MOHAWK D=23 25 33 D=10 53 5 = STA 0+36.07 01T, "NW2" 33.41 R=180.00' R=40.00'STA +12.84 55.00'LT MOHAWK L=16.35' L=34.20' 2 =STA 0+36.64 0'LT, "N W1" 121+0 T=8.29' T=17.15' 6'0 120+00 i...._ o N STA 118+50.02 �........ --i S81*18'58"W 9.37' o N\ BC ^119+0�..... 118+00 STA +17.99 55.00'LT MOHAWK 0 STA +29.03 55.00'RT MOHAWK _:STA 0+35.18 01T, "SW" _ =STA 0+34.46 01T, "NE1" 11(0-+()0 STA 117+34.52 STA +34.21 55.00'RT MOHAWK 115+00 ..4 - Ck INT. CANAL \ = STA 0+34.35 01T, "NE2" STRUCTURE 114+00 -�+"�� ..• STA +60.77 55.00'RT MOHAWK N51'1 T23"E 35.46' 1 j = STA 0+19 0'LT, "SE" N� C9 N81'1 8'58"E N66'59'58"E 17.65' 1.6 D=8'53'30" R=50.00' D=12'34'52" \ N61'22'35"E L=7.76' T=3.89' R=50.00' 34.86' L=10.98, all C10 s� LINE "NE1" NORTH EAST 1 T=5.51' \ �, \03rod,, CANAL RAMP zo` s�c� LINE "NE2" NORTH EAST 2 �,�• \, CANAL RAMP LINE "SE" ' o SOUTH EASTmoo CANAL RAMP \ �s a•, Cil N56'00'38"E STA 1+82.66 0'LT "SE" 1.02' CANAL RAMP STA 2+15.40 O'LT "NE2" CANAL RAMP D=18'44'10" STA 2+05 0'LT "NE1" j R=400.00' CANAL RAMP L=130.80' T=65.99' g,--x,,,,�., so. 0 25 50 100 STA +50.61 343.54'LT Horiz. 1"=50' DETAIL 1 RO E TL,LIMIITSOX. PUBLIC WORKS DEPARTMENT 2645.83' STA 133+91.32 rn REGISTERED CIVIL ENGINEER I QI ir- N d - V o m X% z L_ I SEE DETAIL 2 BELOW �o QRpFESS/0�q1 IAN J. PARKS No. 58155 m * Exp. 6-30-14 J V i OF CA1-� 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 0 100 200 400 Horiz. 1"=200' 013 I N Vr- m W opo z Y I EAST LINE OF THE NW 1/4 OF SECTION 22, 29/27 NOO'37'12"E 2645.83'_ _ N89'25'02"W 2.95' L7 q MOHAWK E:=> --Z -- 0 10 20 40 Horiz. 1"=20' DETAIL 2 Name: Control Map Drawn: MAS SURVEY / CONM®L SHEET NO. Na: 108-23.10 Engineer /jp I. 7/25/2013 Checked By. /gyp MC*4A {NK ST REE T IMROVEMENM Ff OM R SEDALE H COMAY TO SIENA LANE 2 OF 49 LINE TABLE LINE LENGTH BEARING L1 154.75' N00'3545"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' N0o'37'12"E - BENCHMARK THE BENCHMARK FOR THIS PROJECT IS THE USC&GS BM DISK IN SIDEWALK @ E END OF THE GALLOWAY CANAL BRIDGE AT THE WEST END OF THE NW RETURN OF FRUITVALE AVE 8c ROSEDALE HWY, STAMPED 'A 7208 1970" WITH NAUD88 ELEVATION=399.97' AS PER THE NGS DATASHEET FOR 'A 1208" BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CALIFORNIA STA TE 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, LE, GRID COORDS = (CSF)(GROUND COORDS) CITY OF BAKERSFIELD, CALIFORNIA SEE DETAIL 1 BELOW -" W to I \ Q 0 STA 118+50.02 W o BC Q m Z z STA 117+34.52 Li STA 123+12.57 I q INT. CANAL to FND CONC. MON. STRUCTURE C5 1-5 N00'33'22"E \ STA 127+51.63 4-76.62 o9y� EC 9= RK--- _. ET TGE RS �y CHULER IVIL ENGINEERS., STA 130+14.52 BC � Com„` N33'06'54"E STA +39.51 357.95'LT 20.08' q CANAL, APPROX. PROJECT LIMITS I D=25'27'27" STA 2+20.40 0'LT "NW1" R=500.00' CANAL RAMP L=222.16' STA 1+75 O'LT,"NW2" T=112.94' CANAL RAMP � s ss, S59'1622"W 13.11' " " s �c�ab'' D=10'51'20" R=50.00' CANAL RAMP STA 2+02.26 0 LT SW A9. �6�'�cp.. L=9.47' T=4.75' j� LINE "NW1" NORTH WEST 1 CANAL RAMP D=15'29'16" C7 R=50.00' LINE "NW2" NORTH WEST 2 L=13.52'�s CANAL RAMP T=6.80' �� 'P 2s S52 30 03 LINE "SW" �� 48.18' S66.52'07"W 29.08' SOUTH WEST D=7'21'8" s�.r'>•. C8 D=14'26'51" R=50.00' R=100.00' `j's F L=12.61' T=6.34' CANAL RAMP L=12.83' S66'S2'07"W� S81 *18'58"W 12.89' T=6.42 a 20.51 »�"S60'15'38"W STA +16.30 55.00'LT MOHAWK D=23 25 33 D=10 53 5 = STA 0+36.07 01T, "NW2" 33.41 R=180.00' R=40.00'STA +12.84 55.00'LT MOHAWK L=16.35' L=34.20' 2 =STA 0+36.64 0'LT, "N W1" 121+0 T=8.29' T=17.15' 6'0 120+00 i...._ o N STA 118+50.02 �........ --i S81*18'58"W 9.37' o N\ BC ^119+0�..... 118+00 STA +17.99 55.00'LT MOHAWK 0 STA +29.03 55.00'RT MOHAWK _:STA 0+35.18 01T, "SW" _ =STA 0+34.46 01T, "NE1" 11(0-+()0 STA 117+34.52 STA +34.21 55.00'RT MOHAWK 115+00 ..4 - Ck INT. CANAL \ = STA 0+34.35 01T, "NE2" STRUCTURE 114+00 -�+"�� ..• STA +60.77 55.00'RT MOHAWK N51'1 T23"E 35.46' 1 j = STA 0+19 0'LT, "SE" N� C9 N81'1 8'58"E N66'59'58"E 17.65' 1.6 D=8'53'30" R=50.00' D=12'34'52" \ N61'22'35"E L=7.76' T=3.89' R=50.00' 34.86' L=10.98, all C10 s� LINE "NE1" NORTH EAST 1 T=5.51' \ �, \03rod,, CANAL RAMP zo` s�c� LINE "NE2" NORTH EAST 2 �,�• \, CANAL RAMP LINE "SE" ' o SOUTH EASTmoo CANAL RAMP \ �s a•, Cil N56'00'38"E STA 1+82.66 0'LT "SE" 1.02' CANAL RAMP STA 2+15.40 O'LT "NE2" CANAL RAMP D=18'44'10" STA 2+05 0'LT "NE1" j R=400.00' CANAL RAMP L=130.80' T=65.99' g,--x,,,,�., so. 0 25 50 100 STA +50.61 343.54'LT Horiz. 1"=50' DETAIL 1 RO E TL,LIMIITSOX. PUBLIC WORKS DEPARTMENT 2645.83' STA 133+91.32 rn REGISTERED CIVIL ENGINEER I QI ir- N d - V o m X% z L_ I SEE DETAIL 2 BELOW �o QRpFESS/0�q1 IAN J. PARKS No. 58155 m * Exp. 6-30-14 J V i OF CA1-� 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 0 100 200 400 Horiz. 1"=200' 013 I N Vr- m W opo z Y I EAST LINE OF THE NW 1/4 OF SECTION 22, 29/27 NOO'37'12"E 2645.83'_ _ N89'25'02"W 2.95' L7 q MOHAWK E:=> --Z -- 0 10 20 40 Horiz. 1"=20' DETAIL 2 Name: Control Map Drawn: MAS SURVEY / CONM®L SHEET NO. Na: 108-23.10 Engineer /jp I. 7/25/2013 Checked By. /gyp MC*4A {NK ST REE T IMROVEMENM Ff OM R SEDALE H COMAY TO SIENA LANE 2 OF 49 CONSTRUCTION NOTES: O CONSTRUCT COMBINATION SIDEWALK AS PER COB STD PLAN ST -2. 11 CONSTRUCT CONCRETE MEDIAN TREATMENT PER SPECIFICATIONS �1 CONSTRUCT PAVEMENT (0.45' HMA TYPE A/ 0.75' AB CLASS li). �6 CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STD PLAN A88A. 12 REMOVE EXISTING FENCE WITHIN RW 2O CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. I 13 CONSTRUCT DOWNDRAIN PER STD PLAN D87A. 3� CONSTRUCT TYPE "M" CURB PER COB STD PLAN ST -2. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN STI 21. 14 COLD PLANE EXISTING A.C. 0.20' AS DIRECTED BY THE ENGINEER. O CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "B" PER COB. ® CONSTRUCT TYPE "E" HMA DIKE PER CALTRANS STD PLAN A87B. SEE SHEET 12 STD PLAN ST -4, SIZE AS INDICATED ON PLAN. 15 ADJUST SEWER MANHOLE TO FINAL GRADE 10 REMOVE EXISTING PAVEMENT t STA +19.90 97.411T STA +44.61 97.88 LT 2 I MAT H EXISTING CR STA +84.13 64.00'LT I ECR 2 1 , STA +04.26 64.00'LT 2 BC C41 C2 rad STA +73.89 81.74' - 37 MATCH !EXISTING (0/ BEGIN MEDIAN CURB 110 3 1-1 STA I +83.39 81.43 ' '�- 6 MATH EXISTING END MEDIAN CURBII I 1 10 I I 1 n STA +72168. 43.05' / I MOH_AW_K STREET €N00'20'27» El - - - - m 390 385 • 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' 10'07'56" 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' C11 98.98' 1510.40' 3'45'17" 49.51' C12, 101.31' 1540.44' 3'46'06" 50.67' C41 14.93' 4.76' 179'5243" 4492.85' C42 37.70 1 12.00' 1 180'00'00" - 41i ti s m. GISTERED CIVIL ENGINEER TOP OF SLOPE R /W 1 a i2 64.001T MAv 'r A IMI r'r� `.. �o FESS,/o,�l C-0 IAN J. PARKS No. 58155 6-30-14 C1V1� OF CA��F 0 (8-16-13 I MANHOLE VIiEDLUCA I ION OF 5EWER N �o C12 ��' 0jj 1 P Q 15 - Icl) C11 E� S 1/4 CORNER SECTION 22 Ir +73.72 13.00'RT 3 �, ; 1 / AC ELEV-394.92 +04.26 13.00'RT 3 PLACE A.C. AC ELEV=394.81 I T. C42 90 PER GRADES ON ` SHEET 123 STA +49.52 9.00'RT TL! I I BEGIN BAY TAPER AC ELEV=394.75 3 STA +69.52 13.00'RT ' I1 BEGIN ELEV C10 393.77 AC MATCH EXISTING -----A / IEP / 2 1� ACELEV=393.96 s C1� C8 STA +69.52 43.00'RT / 9 STA +60.62 63.48'RT I BC END A.C. DIKE __ �a�\ ( � __._ ,.,1 2 STA +69.52 54.00 RT r - EP 9_._��...... ,_ END C&G C9 v X X \ 46 L.F. STA +04.26 54.00'RT Bc f� F ` STA +90.91 54.00'RT n 9 STA +25.87 /Q 93.48 R7, I ECR TOP OF - x j ! II BEGIN A.C. DIKE ° STA +50.91 93.84'RT 2 R/W SLOPE-T7-�}- �a� I{ I 1 I O BCR L ; STA +19.14 93.96'R ROANo TOP OF SLOPE I MATCH EXISTING i f� x f � MOHAWK STREET Vet. ; „_ 5 405 m 395 390 385 :m 00 File Name MohowkExtension Drawn: MAS PLAN & PRa�LG SHEET NO. CITY OF BAKERS'FIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-23.10 Engineer IJP Date.- 7/25/201) Checked By. lip A4 OHAWK 81REET MOVEMENTS F OM ALE W* WAY T4 SIENA LANE 5 OF 49 CONSTRUCTION NOTES: O CONSTRUCT PAVEMENT (0.45' HMA TYPE A/ 0.75' AB CLASS 11). �2 CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. O3 CONSTRUCT TYPE "M" CURB PER COB STD PLAN ST -2. O4 CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "B" PER COB. STD PLAN ST -4, SIZE AS INDICATED ON PLAN. �5 CONSTRUCT COMBINATION SIDEWALK AS PER COB STD PLAN ST -2. ® CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STD PLAN A88A'I. ® SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN ST 121. U9 CONSTRUCT TYPE "E" HMA DIKE PER CALTRANS STD PLAN A87B. 10 REMOVE EXISTING PAVEMENT 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 i i R /W �--1 STA +99.65 END TAPER Q N �o C12 STA +68.17 EC E-. +67.81 9.81'LT ' EC STA 90-1 AC ELEV=393.75 EC C11 . C4 91+00 N14'28'57"E C10 +67.81 11.21'RT/ EC 1 AC ELEV=393.72 J i C9 C) N I l 405 - 395- 390- 385- 380- 1.21'RT EC ST, BC +66.86 7.40'LT BC AC ELEV=395.51 T +99.51 7.001T END TAPER AC ELEV=395.87 92+00 - STA 92+66.86 C15 BC 93+ - -I- ► i--I�-� ---I-- - - -.� (a +66.86 7.59'RT BC AC ELEV=395.51 A +67 C14 +99.51 7.00'R7T END TAPER AC ELEV=395.87 STA +99.77 37.00'RT C13 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' 1 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' 17'23'35" 228.37' C21 597.60' 1 1463.00' 1 23'24'15" 1 303.03' QROFESS/pNq! F Rl- i. ! �HULER. %' '�j3 IAN J. PARKS fi _bVIL_E G.lNEERS` REGISTERED CIVIL ENGINEER � No. 58155 � * Exp. 6-30-14 I V i OF- CAb- 1 R/W ; DITCH INVERT TOP OF SLOPE ELEV 391.54 ... C21 m C20 f_l C19 95+00 STA 92+99.51 EP___ --ND TRANSITION 94+00 _� - ---- -I-� EP AN MOHAWK STREET DITCH INVERT ELEV 391.49 CV� Cfl C17 �0 �Fk I 0 10 20 40 Horiz. 1"=20' Vert. 1"=5' LOW PT STA: 90+29.25 LOW PT ELEV: 393.05 I LVC=200' 0) 04 ��� f)0) �N 1 LVC=260' OP N�- NM 0 to oto- �j 1(j .C6 � rn M �---- - _ _-- _ _.--_ - -- ---- --- - ---- ----- Lu 06 rn> 0> to 0))� � 11 Lu N� W w �-- W v U m I I v U o 0) to p) vi (0 + vi 0) M t`- V) U N U ! > m > W APROX. EXISTIN PGL (EAST) U _j W >0 W GROUND AT 55 EAST 1.03% PGL (EAST) -0.40% 1.07% ------ -0.42% 1.0- PGL (WEST) I 1.08% 1.08% PGL (WEST) APROX. EXISTING to r C*4 CD r- a; CD W � 0 APROX. EXISTING j OI APROX. EXISTING - GROUND AT 55' ST rn °) n o n GROUND AT 55' WEST GROUND AT 55' EAST tD M N it > to LO 00 M N W W U U ++M to t7iKi 00 HW �W >m W + M U m W W w w U m LVC=260' W -_-- ---_ --` W LOW PT STA: 90+29.25 - LOW PT ELEV: 393.09 LVC=200' I I 91 +00 C/7Y OF BAKERSF/ELD, CALIFORNIA 92+00 93+00 Fite Name.- MohawkExtension Job No.: 108-23.10 Date: 7/25/2013 Drawn: MAS Engineer. IJP Checked BY IJP • 40! • •! i -405 i e ,J -395 E 0 M N 390 " A co Cr t 3 0 385 m X W Y 3 6 O 380 3 0 SHEET N0. 6OF49 CONSTRUCTION NOTES: 10 CONSTRUCT PAVEMENT (0.45' HMA TYPE A/ 0.75' AB CLASS 11). Q2 CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1 O3 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. c0 CA �5 CONSTRUCT COMBINATION SIDEWALK AS PER COB STD PLAN ST -2. ® CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STD PLAN A88A: O7 SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN ST 21. �9 CONSTRUCT TYPE "E" HMA DIKE PER CALTRANS STD PLAN A87B. 10 REMOVE EXISTING PAVEMENT CAUTION / 4.0" OIL LINE SIA,, DE AS NECESSARY (TYP BOTH SIDES) __-If ---- -_ 10 ' e•.,� .. - -- - - -� 10" SHELLP C21 OIL NE ��Q a 20 EP 10 ' � Q � Q v` N 410 405 :•1 395 390 385 4^_ +------_ 97+00 C19 C18 C17 I_u EP STA +61.85 37. EC, PRC +54.65 7.00'LT BC AC ELEV=396.05 +61.85 0.00'LT AC ELEV=396.18 -------{ - 98 00 C23 - +54.72 7.00'RT EC AC ELEV=396.05 10 -- . 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' ._ ETT_-GERS CHULER IVIL _ENGINEERS. �--_ L jT D G CAUTION ° ° EXIST CONC _ -- 6 VALVE BOX WATERLINE SHADE AS NECESSARY GISTERED CIVIL ENGINEER �o QROFESS/o4 cD IAN J. PARKS W No. 58155 � * Exp. 6-30-14 I V I OF CA, (TYP BOTH SIDES) TOP OF SLOPE - �1� R/W �'' �"" DITCH INVERT STA +92�-55.00'LT �� ELEV 393.20 DITCH INVERT BC, ELEV=395.90 ELEV 391.54 R/W ECA ELEV 395 760 LT _._. STA +12.41 37.00'LT EC STA BC 1 STA 99+12.41 EC 8 -- - T-- -I 99+ QO I - _�-N10'10'33"W XISTING SJFM 6" WATERLINE _STEEL CASING STA +48.02 37.00'RT STA +12.41 37.00'RT EC, PRC EC 4 C2 N �O STA +89.5 37.00'LT EP I Q EC +96.1 7.00'LT BC ti EP AC LEV=396.99 100+00 C23 101+00 102 +89.51 0.00'RT AC ELEV=397.11 + 6.51 7.00 RT E AC ELEV=396.99 10 �' I C22 11,4 STA +21.60 55.00'RT BC ELEV=395.06' R/W DTOP OF SLOPE ITCH INVERT ELEV 393.65 1n 0 10 20 40 Horiz. 1"=20' Vert 1 "=.sl t 1 r 1 LOW PT STA 98+00.53 LOW PT ELEV. 395.41 LVC= 00' i °(0LO ' ° 000,E cavo (00 o� rn II rn> 4 >In LO 0JM 000) N0) 1*0) n Q + 1- m �> m w NW <WW W __ _ - - --- - ------ --- --- - -.- _ - -- -- ----- ---- _- ---------- ---- _ _ - -- _ _-------- APROX. EXISTING PGL (EAST) v v 0 1 GROUND AT 55' -0.40% °° w m w EAST 0.40% _J .39 -- - 0.40% -1.269 1.5 0% - ------ 0.40% -0.72% TING o n in (WEST) LAPROX. EXISL GROUND AT 55' N �i N ori co _ WEST + + r°h' t°j. rah' + M �rnII 0ToF`� ® >STA 98+33.53 TOP OF PIPE INV ELEV=391.09 w _ wSTA 96+43.79 00 'EX. 6SJFM WATER V)ELEV=389.89 n>-� ------------------------- LINE STEEL CASING Q J v I EX. 10" OIL v LOW PT STA 98+00.53 LINE SHELL > LOW PT EL V: 1395.41 � w m w m w Z m LVC= 00 w v ta I, i +00 g m 405 400 JE a 0 M [0) 395 390 385 D, 7+00 98+00 I 99+00 100+00 101+00 102+00 File Name: MohawkExtension Drawn: MAS CITY OF BAKERSEIELD CALIFORNIA PUBL/C WORKS DEPARTMENT Job No.: 108-23.10 Engineer. ,JP PL,4/�i &' PROFILL� SHEET No. Dote: 7/25/2013 Checked By. /jP MOHAWK 81FEE I /MROVEMENT3 MOU ROSiEDALE H/C*MAY TO SENA LANE 7 OF 49 Y . 1n 0 10 20 40 Horiz. 1"=20' Vert 1 "=.sl t 1 r 1 LOW PT STA 98+00.53 LOW PT ELEV. 395.41 LVC= 00' i °(0LO ' ° 000,E cavo (00 o� rn II rn> 4 >In LO 0JM 000) N0) 1*0) n Q + 1- m �> m w NW <WW W __ _ - - --- - ------ --- --- - -.- _ - -- -- ----- ---- _- ---------- ---- _ _ - -- _ _-------- APROX. EXISTING PGL (EAST) v v 0 1 GROUND AT 55' -0.40% °° w m w EAST 0.40% _J .39 -- - 0.40% -1.269 1.5 0% - ------ 0.40% -0.72% TING o n in (WEST) LAPROX. EXISL GROUND AT 55' N �i N ori co _ WEST + + r°h' t°j. rah' + M �rnII 0ToF`� ® >STA 98+33.53 TOP OF PIPE INV ELEV=391.09 w _ wSTA 96+43.79 00 'EX. 6SJFM WATER V)ELEV=389.89 n>-� ------------------------- LINE STEEL CASING Q J v I EX. 10" OIL v LOW PT STA 98+00.53 LINE SHELL > LOW PT EL V: 1395.41 � w m w m w Z m LVC= 00 w v ta I, i +00 g m 405 400 JE a 0 M [0) 395 390 385 D, 7+00 98+00 I 99+00 100+00 101+00 102+00 File Name: MohawkExtension Drawn: MAS CITY OF BAKERSEIELD CALIFORNIA PUBL/C WORKS DEPARTMENT Job No.: 108-23.10 Engineer. ,JP PL,4/�i &' PROFILL� SHEET No. Dote: 7/25/2013 Checked By. /jP MOHAWK 81FEE I /MROVEMENT3 MOU ROSiEDALE H/C*MAY TO SENA LANE 7 OF 49 U5 CONSTRUCT COMBINATION SIDEWALK AS PER COB STD PLAN ST -2. l © CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STD PLAN A88A. O7 SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN ST -21. ® CONSTRUCT TYPE "E" HMA DIKE PER CALTRANS STD PLAN A87B. 10 REMOVE EXISTING PAVEMENT TOP OF SLOPE 10 col +34.- 0Oo LT EP �~-�1 BC ---ELEV=398.01 00 _ N10*10'33tow 103+00 �1 104+00 --� I �EP 41 Vy y :Z I R/w DITCH INVERT TOP OF SLOPE ELEV 393.65 D• M 395 390 385 +34.82 7.00 EC ELEV=398.01 [3s] 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 CONSTRUCTION RADIUS NOTES: O1 CONSTRUCT PAVEMENT (0.45' HMA TYPE A/ 0.75' AB CLASS ll). 2O CONSTRUCT TYPE "B' CURB & GUTTER PER COB STD PLAN ST -1 �3 CONSTRUCT TYPE 'M" CURB PER COB STD PLAN ST -2. ® CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "B" PER COB. 30.00' STD PLAN ST -4, SIZE AS INDICATED ON PLAN. U5 CONSTRUCT COMBINATION SIDEWALK AS PER COB STD PLAN ST -2. l © CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STD PLAN A88A. O7 SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN ST -21. ® CONSTRUCT TYPE "E" HMA DIKE PER CALTRANS STD PLAN A87B. 10 REMOVE EXISTING PAVEMENT TOP OF SLOPE 10 col +34.- 0Oo LT EP �~-�1 BC ---ELEV=398.01 00 _ N10*10'33tow 103+00 �1 104+00 --� I �EP 41 Vy y :Z I R/w DITCH INVERT TOP OF SLOPE ELEV 393.65 D• M 395 390 385 +34.82 7.00 EC ELEV=398.01 [3s] 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 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 266.95' 1500.00' 10'11'49" 133.83' C27 154.41' 1537.00' 5'4521" 77.27' R. _ EfiTGEIRS HULE R CiVIL_ENdIKEERS'':: REGISTERED CIVIL ENGINEER STA +33.16 68.351T EC ELEV-395 23 DITCH INVERT t� ELEV 393.20 STA +33.16 55.00'LT EC ELEV=396.03 FESS/0 �q1 <11 C-0 IAN J. PARKS w No. 58155 � * Exp. 6-30-14 ,* cm V 1 OF CAI-�F STA +66.48 67.68'LT / EC, ELEV=395.10 STA +56.05 37.00'LTC27 BC EP C22 S O STA +06.74 37.00'LT � STA +66.48 55.00'LT O EC / EC ELEV=395.87 C22 STA 105+56.05 / STA +92.91 37.00'LT BC�` ;✓ EC 10 I C23 - 105+00 $ 106+00 .+99.91 7.00'LT I +41.82 0.00'RT �'--- _ -I -----_ _ 107+00 BC AC ELEV=396.66 AC ELEV=398.15-`'-�--.. - C26------' EP o431.82 37.00'RT ' - / +92.91 0.00 RT i �-�__ AC ELEV=396.83 T EC CTA +56.05 37.00'RT �� - - -� +99.91 7.00'RT BC - AC ELEV=396.66 C24 C24 ELEV=397. .94'RT LLJ -- z b` STA +04.32 55.00'RT - IP- M; o ELEV=396.98 TOP OF SL PE DITCH INVERT co ELEV 392.34 R W STA +04.32 74.69'RT - / BC, ELEV=395.80 TA S. �r" ENn MOHAWK STREET 0 10 20 40 Horiz. 1"=20' Vert. 1"=5' are HIM 400 E a LO 0 395 " r Q 3 390 m x x W Il�l_5Z•1J CITY OF BAKERSF/ELD, CALIFORNIA I u141-UU PUBLIC WORKS DEPARTMENT I UD+UU File Name: MohawkExtension Job No.: 108-23.10 Date: 7/25/2013 1 UO-I-UU 1 U / -t- U U - 1175 Drawn. MAS PLAN & PROF/LE Engineer. IJP Checked Bv- /JP MOHAWK 87REET iMROVEMENM Ff?0M RaSEDALE H/C* WAY TO SIENA LANE 385 f IlLeres•• SHEET 1100. 8OF49 CONSTRUCTION NOTES: O1 CONSTRUCT PAVEMENT (0.45' HMA TYPE A/ 0.75' AB CLASS 1I). 2� CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. 30 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. OI STA +55.82 47.88'LT I + BEGIN DITCH p0 STA +33,50 4; Q I END DITCH Q C30 STA +23.01 EC I C29 STA 108+; EC L --7z 8 O CONSTRUCT COMBINATION SIDEWALK AS PER COB STD PLAN ST -2. ® CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STD PLAN A88A. 7� SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN ST21 ® CONSTRUCT TYPE "E" HMA DIKE PER CALTRANS STD PLAN A87B. 10 REMOVE EXISTING PAVEMENT 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 C25 260.37' 1463.00' 10'11'49" 130.53' C26 266.95' 1500.00' 1011'49" 133.83' C28 22.99' 1493.00' 0'52'57" 11.50' C29 23.21' 1507.00' 0'5257" 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' 1463.00' 8'42'18" 111.35' R/W CAUTION 2-24" HDPE CASINGS TOP OF SLOPE ��"'- SHADE AS NECESSARY DITCH INVERT 13 STA +34.20 48.131T TYP BOTH SIDES) ELEV 391.83 OVERSIDE DRAIN _7 IT--. -...- 4 -------------- 'LT e C26 - - I �_N00'01'16-"E - 109+00 C28 --+---- _ `_`�--- - ---I _-- -T--__ 110+00 loJ� - -- -_ _- - I --�` __ --- ►-- 2--24" HDPE ' SJFM CASINGS STA +23.01 37.00'RT STA Z' EC DITC � C25 V ' STA+33.51 47.85'RT END DITCH STA +54.19 47. 4'R BEGIN DITCH j �I z --.C==, 0 10 20 40 Horiz. 1"=20' Vert. 1"=5' Ewe 405 m 395 390 385 DITCH INVERT ELEV 392.34 `"--TOP OF SLOPE R/W 20 45.36'RT 11 1 A EP X X Q STA +35.99---5Q,15'LT END DITCH TOE OF R/W SLOPE STA +48 73 37 00'LT \�p 13 BSA +37.06 37,00'LT 9 S______� BC GIN HMA DIKE 140 L.F. SEC Q STA +34.20 48.13L7 CAUTION STA 110+48.73 OVERSIDE DRAIN 13 EXISTING 16" ST BC /,-EP PG&E GAS LINE EC o QRpEESS/ON'�l ]TIGERS CliULER-7^Z(o ^4 IAN J. PARKS . _.IVIL.Et�4.' iN-EERS :, REGISTERED CIVIL ENGINEER cr No. 58155 * Exp. 6-30-14 sj'9�F C I V I OF CALF TOP OF ' SLOPE 'TINA 'I_ p1TC'- I Bim_ ... _ d --� DITCH INVERT ELEV 392.13 i �Q �STA+3.35 66,00'LT 13SI STA +83.35 37.00'LAIN 113 OVERSIDDR AIN i _ 111+00 112+00 _ ------T- C33 r - I---- -f--._�----- I- - i 330 L.F. C32 STA +15.48 57.12'RT " OVERSIDE DRAIN 13 y y_ X TOP OF - ! Q 7 SLOPE�1. TOE OF 0 _ STA +30.02 68.79'RT SLOPE X END ITCH STA +5 .68 81.54'RT BEGIN DITCH R/W TOP R A /'1 LI A \ A / 1Z CA' 1r M C 177 Tr SLOPE X 9 199 L.F. T 1141 8 113+00 N08'41'02"\1- - -I-- -�- - 9 261 L.F. W RT J 5TA +55.85 37.00'RT 3 ,Q OVERSIDE DRAIN ( Z 8' DITCH INVERT I ELEV 392.13 I TOP OF SLOPE 410 405 M0 395 m 385 108+00 109+00 110+00 111-4-00 112+00 113+00 _ 114+00 File Name. MohawkExtension Drawn., MAS SHEET NO. CITY OF BAKFRSFIELD, CALIFORN/A PURL/C WORKS DEPARTMENT � No. 106-2310 Engineer /jp Pt��v PRO�/LEI I Date. 7/25/2013 Checked By. l✓P MOHAWK 8 1 POE I /MROVEMENM FROM RCXSMAJ-E HA3C WAY TO SENA LANE 9 OF 49 i CONSTRUCTION NOTES: O CONSTRUCT COMBINATION SIDEWALK AS PER COB STD PLAN ST -8. 10 REMOVE EXISTING PAVEMENT CONSTRUCT PAVEMENT (0.45' HMA TYPE A/ 0.75' AB CLASS II). © CONSTRUCT CASE A HANDICAP RAMP PER CALTRANS STD PLAN A88A. 11 CONSTRUCT CONCRETE MEDIAN TREATMENT PER SPECIFICATIONS 2� CONSTRUCT TYPE "B" CURB & GUTTER PER COB STD PLAN ST -1. 7� SAWCUT AS SHOWN & DIRECTED BY THE ENGINEER. 12 REMOVE EXISTING FENCE WITHIN RW O3 CONSTRUCT TYPE "M" CURB PER COB STD PLAN ST -2. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER COB STD PLAN S-29. 13 CONSTRUCT DOWNDRAIN ®CONSTRUCT COMMERCIAL DRIVE APPROACH TYPE "B" PER COB. t�9 STD PLAN ST -4, SIZE AS INDICATED ON PLAN. CONSTRUCT TYPE "A" HMA DIKE PER CALTRANS STD PLAN A87. PROPOSED ALON l STA +84.09 86.36'LT TOE OF PIPELINE PROTECTION \ TOP OF SLOPE END DITCH SLOPE 2", 4", 3", 4" \ \ �q 6" 3" 6" INSULATED \ \ I� �_ ,� \ / �J 2-12" CASING � 14" CASING SPARE SEE SHEETS 13-15 FOR CANAL RAMP J DITCH INVERT 13 STA +84.43 79.62LT DETAILS 00 ELEV 392.13 OVERSIDE DRAIN 5 5 9 t J x 13 STA +97.61 37.98'LT 20 L.F. OVERSiDE DRAIN J�� x � 2 STA Q)+17.99 ` 2 �J ` 4 s EP STA +13.64 37.001LT 48' DRIVE ' r -, -,STA +29.51 48.00'LT J \, BEGIN CURB, GUTTER & S/W 1 '` 12 +49.18 7.00'LT 3 I J� x � STA 117+34.52 AC ELEV=403.71 INT. CANAL 100 08'41'02"W 115+00 C23 x�- ' i _i i L ' � 1'� +42.1 1 8 0.00 RT AC ELEV=403.77 +49.18 7.00'RT J AC ELEV=403.71 3 CANAL Z EXISTING ABOVE GROUND PIPE RACK TO BE RELOCATED AND ro STRUCTURE 9EP ENCASED BY PARAMOUNT PETROLEUM. CONTRACTOR TO J , SEE SHEETS COORDINATE WITH PARAMOUNT PETROLEUM PER SPECIAL 34-44 FOR Z PROVISIONS. DETAILS LO 'x STA +60.77 STA +32.61 37.00'RT s 2 4q 48' DRIVE 13 STA +31.45 43.20'RT 9 L.F. x OVERSIDE DRAIN 2 STA +53.09 48.00'RT 5 '✓ x BEGIN CURB, GUTTER I & S/W SEE SHEETS 13-15 DITCH INVERT FOR CANAL RAMP ELEV 392.13n STA +13.40 95.07'RT DETAILS (TYP} - OVERSIDE DRAIN - --__ 8' x TOE OF t� SLOPE TOP OF SLOPE-� -'-' "'�- �_ � 1 Op -or--- S 415 i m 405 RITIM 0 1s 1.70% LVC=260' CURVE 0"oirn coo �to �to ►o +o_ 00 --- -- - -- } + ix 04 (0 n �t as 0) o + o-- 5 + U-) + � ul _ o to o n SII =11 CL WOW zw 462.55' WOW Z�II > Wm0 LVC=260' CURVE 0"oirn `�°r �to �to ►o 395 00 --- -- - -- } Ki + (0 n �t as 0) o + o-- 5 + 10 o '----- C36 232.85' 1 -_� _ __ _. to ,* - to d V � d C37 462.55' 2180.00' Z�II > > _---- C38 ;m aF--1 W o�� LLJ W LL! N LJ/ m 0 (n W C40 m i 0'32'52" 10.19' LVC=260' 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' 1 10'48'31" 1 210.78' C40 20.38' 2132.00' 0'32'52" 10.19' 1 2 N_IETTGE'�S �,'' CHULE _t-WIL. ENGINEERS-,,-,- 0 NGINEERS-,.; o REGISTERED CIVIL ENGINEER FESS/0 Ngl � IAN J. PARKS Q: No. 58155 * Exp. 6-30-14 eI V t� o��\Q OF CALF /01- T__ 71 TOP OF SLOPE I / TOP OF \ SLOPE DITCH INVERT o ELEV 403.65 �- 5 CONSTRUCT HMA OVERSIDE DRAIN PER CALTRANS DETAIL MODILY _EQCONCRETE �_ O CURB. t 1 C38 N IT 2 �. 4 STA +16.30 � , STA +80.34 48.00'LT `` �`�., CL 48 DRIVE , ` END S/W Q STA +50.02 4 . Li(2)_ 0 , 12 BC I ` 1 � 1 � +41.85 7.00'LT AC ELEV=405.43 AC ELEV=40 STA +29.03 4 48' DRIVE A- EXISTING SJFM 6" OIL 1 PROTECT IN PLACE PGL (EAST) (EXISTING ABOVE GROUND PIPES PGL (WEST) --� TO BE RELOCATED BY PARAMOUNT PETROLEUM) APPROXIMATE LOCATION OF PROPOSED CASINGS APROX. EXISTING M GROUND AT 55' WEST OR 00 APROX. EXISTING i + GROUND AT 55' EAST LVC=260' 0.40% LJ LJ STA 117+34.52 ELEV=389.16 1 C23 +48.85 0.00'RT AC ELEV=405.60 119+00 C37 8 EXISTING ALON 8„ GAS LINE 120 PROTECT IN PLACE ;T 1 � STA 118 50.02 .43 , , BC EXISTING ALON 3-6" OIL LINES ' PROTECT IN PLACE W 0 o EXISTING ALON 10" WATER LINE J i PROTECT IN PLACE EP 1 1 , C36 V \ I Q C 0 STA +70.86 _57:00'RT_- ... - , EP N \11 \ DITCH INVERT ELEV 403.48 _7/ 1 1 STA +70.86 48.00'RT R/W END CURB, GUTTER \ ' & S/W STA 450.02 48.00'RT BC 4 ,. 0 10 20 40 co u OR r- � to 00 l r; +m4 =4 _ 1 t 1 1 2 N_IETTGE'�S �,'' CHULE _t-WIL. ENGINEERS-,,-,- 0 NGINEERS-,.; o REGISTERED CIVIL ENGINEER FESS/0 Ngl � IAN J. PARKS Q: No. 58155 * Exp. 6-30-14 eI V t� o��\Q OF CALF /01- T__ 71 TOP OF SLOPE I / TOP OF \ SLOPE DITCH INVERT o ELEV 403.65 �- 5 CONSTRUCT HMA OVERSIDE DRAIN PER CALTRANS DETAIL MODILY _EQCONCRETE �_ O CURB. t 1 C38 N IT 2 �. 4 STA +16.30 � , STA +80.34 48.00'LT `` �`�., CL 48 DRIVE , ` END S/W Q STA +50.02 4 . Li(2)_ 0 , 12 BC I ` 1 � 1 � +41.85 7.00'LT AC ELEV=405.43 AC ELEV=40 STA +29.03 4 48' DRIVE A- EXISTING SJFM 6" OIL 1 PROTECT IN PLACE PGL (EAST) (EXISTING ABOVE GROUND PIPES PGL (WEST) --� TO BE RELOCATED BY PARAMOUNT PETROLEUM) APPROXIMATE LOCATION OF PROPOSED CASINGS APROX. EXISTING M GROUND AT 55' WEST OR 00 APROX. EXISTING i + GROUND AT 55' EAST LVC=260' 0.40% LJ LJ STA 117+34.52 ELEV=389.16 1 C23 +48.85 0.00'RT AC ELEV=405.60 119+00 C37 8 EXISTING ALON 8„ GAS LINE 120 PROTECT IN PLACE ;T 1 � STA 118 50.02 .43 , , BC EXISTING ALON 3-6" OIL LINES ' PROTECT IN PLACE W 0 o EXISTING ALON 10" WATER LINE J i PROTECT IN PLACE EP 1 1 , C36 V \ I Q C 0 STA +70.86 _57:00'RT_- ... - , EP N \11 \ DITCH INVERT ELEV 403.48 _7/ 1 1 STA +70.86 48.00'RT R/W END CURB, GUTTER \ ' & S/W STA 450.02 48.00'RT BC 4 ,. 0 10 20 40 co u OR r- � to 00 r; +m4 =4 _ II V it > cn> V � Z J -a -1_ I PGL (EAST) ^--- �_ m w to w w w w -- - _ ~_ -0.40% a` 0.39% TOP OF PIPE 04EX. 10" WATER LINE ALON PGL (WEST) o STA 118+82.83 STA 118+89.36 ELEV=402.37 ELEV=402.07 -EX. 6" OIL 00 tun -L NEBALONS _ _ - - _- -------------------------- ------ ---- LINE SJFM d' EX. 3-6" OIL LINES ALON Horiz. 1"=20' Vert. 1"=5' 415 410 � p, N = I All V 0 395 X lw 3 O O 2 390 C 3 0 0 114+00 115+00 116+00 117+00 118+00 119+00 120+00 5� File Name• MohowkExtension Drown: MAS PLAN & PRORLE Vl SHEET NO. CITY OF BAKERSF/ELDCALIFORNIA PUBLIC WORKS DEPARTMENT Job No: 108-23.10 Engine IJP Dote. 7/25/2013 Checked By. IjP A40MWK STREET /MROVEMENM FfKW ROS DALE HIOHIMAY TO SYENA LANE 10 OF 49 No r 2.0( to M O al m .-- -. ETTGERS -CHLLER - IVIL_EN INEERSI-, �PGiO � - v Q,G -Q �- - - �- ¢� ROSEDAL HWY N89'10'45"W SECTION LINE €N89'45'12"W VARIES 2'-23.67' EXISTING A.C. SAWCUT SLOPE VARIES 0. 45' A. C. T� 0.75' A.B. (C ASS TYPE i) COLD PLANE EXISTING – A.C. 0.20' AS DIRECTED BY THE ENGINEER 2.5' LIMIT OF 95% COMPACTION A COLD PLANE SECTION — NO SCALE LC; x C/TY OF BAKERSF/ELD, CALIFORNIA I PUBLIC WORKS 6EPARTMENT W w V) N O Y N <10 -r Z OI M, S 1/4 CORNER SECTION 22 F17e Name. • INT 10–scale Job No.: 108-23.10 Date.7/25/2013 Urawn: MAS Engineer. IJP Checked Br L REGISTERED CIVIL ENGINEER �o Q�OFESS/O* IAN J. PARKS Lu rn No. 58155 * Exp. 6-30-14 C I V I CAX-\F LEGEND (meq) EXISTING GRADE ..,,2.409 PROPOSED GRADE - -- EX/STING CONTOUR 395.9)-- PROPOSED CONTOUR O -� �x-oma - _ - -- --- -- -- -- tx- r— F y N Cil , A, G ix " b,�F �� ----- --- — ----- -- CP �-, --����'. /QCj5�\G - -- --- - - -- - -- - - - - -- -- -- - --- F --- — — N89'10'33"W 2662.60' €N89 -44'58"W — — — — — — — — — �, ) - ) 7s-cy R03EDALE /N7'LGRSEC7/0N GRAD/NC; blOH.4WK STREETIMROVEMEAMS Fd90M AOSEDALE /-1K#FfiNs1Y TO SIENA LANE 0 5 10 20 Horiz. 1"=10' SHEET NO. 12 OF 49 E a 0 rn 3 vgof E ss fc IAN J. PARKS C.D Lai REGISTERED CIVIL ENGINEER x No. 58155 rn M Exp. 6-30-14 LINE P'NE2ff ,STA 2+f 5.40 NORTH EAST 2 -00' LT IVI OF' CA\_ o CANAL RAMP 0 4A. C STA- .0+87.67 -.4 A A'4 STA 2+15.40 7. 00' LT 6.00' RT \N 4- 4 CONSTRUCTION NOTES: G :A' 2:1 SLOPE A 5 STA_ CONSTRUCT PAVEMENT (0.25' HMA TYPE "A"/ 0.50' AB CLASS 11). 2:1 Q LT, 1:1 SLOPE CONSTRUCT 3" THICK P.C.C. SLOPE PAVING X er CONSTRUCT 42' DRIVEWAY 0 CONSTRUCT 48' DRIVEWAY G W'9 STA 0+51.21 713 % 2+'04.95 CONSTRUCT CHAIN LINK FENCE PER CITY STI) PLAN S10 0 16.48' RT 2% 4. 7 2i.04' RT G 0- 1+0 CONSTRUCT 24' GATE PER CITY STD PLAN S11 SEE SHEET 14 STA 0+71.45 19 CT GA PER--C<Y �TD PLAN S11 -0 Cp ;;�� 10.44' RT ........... . FOR RAMP J, /9 V00 GRADESi'CONSTRUCT TYPE 732B CONCRETE BARRIER PER CALTRANS 0 06 PROFILE GF 6 "NE1 STD PLAN Bll-55 STA 0+89.02 5 18.970 LI N E SLOPE 7.00' RT 2.23% - ------ 7 Vua NORTH EAST 1 2:1 SLOPE ' -.0- ­­­ L05. .5:1 LEGEND: �0 STA +29,0�3 'A _C__ __ SLOPE- CANAL RAMP 48' DRIVE - LIMITS OF PAVEMENT LINE "NW2$p &91Y V __ A 1+26,09 ...... NORTH WEST 2 X 4.43'" RT LIMITS OF PCC 21. \_4 22-s., STA +16. S ---6+8' 02 5.90'/ RT - CANAL RAMP 34% DO 30 q DRI\ JAYG 7 1 1.955 3� 2.2:1 Q STA 0+81. STA 1+75 SLOPE 5' RT 21- SL - -21.3 6.00' RT STA 0+67.95 25.02' RT_ -- - - +87 - _S A -"0/ T .01 =r on of 2:1 "NIO STA 0+63.38 END "Of L_ i - - - SLOPE 2 L -'L . 28.51' _"87� "STA 4VARIE -6.00" LT 2.5:1 STA 0+41.69 EE SHEET 14 32.65' RT • .8.1 FOR RAMP -StA +74.30 PROFILE GRADES END -- --- 'I, vz' 9 'q 4 2.5 1 .0 SLOPE STA 117+34.52 _5 I A A,2+40.40.'' o Vo INT. CANAL 6.00 0i SEE SHEETS 33-48 Q SL60E q INT. CAN FOR CONSTRUCZo 3g TION VARIES 3:1 SLOPE DETAILS 2+0 -7"2bE FS _8TA 0+75 P, -In STA -,a+§4.84 4C NO MAINT ?.2:1 18.861 rc>9 26.97' LT IN S_ 1'��4.93 - --------- - 6.00 �10 ego STA 1+24.93 14.96' LZ- --- t i}1.� 9g9 2.3.-1 .... . ..... STA 1+80 SLOPE VARIES 12.00'---tT S TA +70.97 STA 0+41.56 STA 2+4o,-46 12.0 40.36' LT__ 0. --- - 6.00',, LT 114 rB311 4:1 12.5:1 �.l SLOPE -LINE $PNW111 '70 r� CANAL STA __+_ 02.77+00 STRUCTURE BEGIN NORTH WEST 1 SEE SHEETS R ------ 33-48 FO CANAL RAMP V- --CONSTRUCTION DETAILS 27. STA 1+85.32 ­(�YSLOPE 12.00' RT VARIES STA +59.99 6 XBEGIN LINE "SEt$ TB 398.9 8.9% 40J. 6j SOUTH EAST FS FS SEE SHEET 15 CANAL RAMP FOR RAMP nSTA +60.77 404-36 - F PROFILE GRADES 7� 1 -r82.0 s 6 5 tL DRIVEWAY 12.0 @4:1 TOE OF SLOPE SLOPE 21% V, 11 '__1 I 398.70 STA 0+70.97 TB 12.00' RT __LINEce 4:1 SLOPE / N n,� � Stp3sOF / o�'a� x / - �i SOUTH WEST IL921-1 I 90 CANAL RAMP N 0 00, STA +17. ;0 5 ";Or 4 DRIVEWAA9Y�@ 2% 6 if 398.97 98]O SSao ' 5 .6 9 0 10 20 40 STA 1+0.33 397 A 0+72,52- Horiz. 1"=20' 1200' RT kSTA 0+. 4:1 SLOPE TOE OF 12.00' LT REVISIONS 82 06 SEE SHEET 15 STA 2+07.20 ............... ;�� FOR RAMP > SLOPE 8-15-13 CHANGE BARRIER RAIL TYPE FS 9815 "__ z 12.00LT PROFILE GRADES f -ile Name: MohawkExtension Drawn: MAS CANAL RAMP PLAN SHEET NO. C/7Y f""= BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job NO: 108-23- 10 Engineer. 1JP Hl /WAY TO SIENA LANE 13 OF 49 v6m�f - - - I Dote.• 712512013 Checked By. lip MOHA WX STREET A010VEMEATS Ff ?OM E 0 42 42 41 41 40 40 39 42 42 - 41 -- 41 40 - 40 39 39 QOac UJ K of m +C d oo II C� N li FLOWLINE --' STA: 0+29.00 ELEV: 404.38 -----BACK OF D/W STA: 0+36.00 ELEV: 405.01 0+00 LOW PT STA: 0+716.37 v_ LOW PT ELEV: 404.61 Y r 42 PVI STA: 0+89. 4 LO NN05-* PVI ELEV. 404. 0 LO Ci L6 K_11.15 _ ,+ANO Ir-+ LVC: 50.00 WH ca cn d• r + ry N tD 0 -i- x .. t(D d• LJ _ -. • • td APPROX. o v EXISTING P OML m GRADE 0 RAMP m CENTERLINE 0 1 I 1.43% cn N 0 PGL v_ PVI STA: 1+45.84 PVL-ELEV--Ao6.32-.--_ ._< Y r 42 L=50' m 00 LO NN05-* 7 + _ LO Ci L6 00 Op oil ,+ANO Ir-+ + d' WH ca cn i+oo LINE "N W2" NORTH WEST 2 CANAL PV1 STA: 0+88. PVI ELEV. 404., In PGL __-- .4490_-1.097 FLOWLINE STA: 0+29.14 ELEV- 404.38 BACK OF D/W APPROX. STA: 0+36.64 EXISTING PROFIt ELEV: 405.00 GRADE ® RAMP CENTERLINE 0+:00 CITY OF BAKE n LOW PT ELEV: 399.62 PVI STA: 1+49.93 PVI ELEV: 400.12 K: 10.00 LVC: 50.00 -0.7090 MATCH EX. F STA: 1 +72.45 ELEV: 406.14 2+'0 to C4 25 42 O? tD + (D d� + O 41 > w 0 64- W U fj m PV1 STA: 0+88. PVI ELEV. 404., In PGL __-- .4490_-1.097 FLOWLINE STA: 0+29.14 ELEV- 404.38 BACK OF D/W APPROX. STA: 0+36.64 EXISTING PROFIt ELEV: 405.00 GRADE ® RAMP CENTERLINE 0+:00 CITY OF BAKE n LOW PT ELEV: 399.62 PVI STA: 1+49.93 PVI ELEV: 400.12 K: 10.00 LVC: 50.00 -0.7090 MATCH EX. F STA: 1 +72.45 ELEV: 406.14 2+'0 to C4 25 42 O? tD 15 41 10 41 05 40 00 CD 395 Q + ry m -i- x .. LJ m 6 o II II W WLL c) a 0 1 I cn N 0 -2 0 LOW PT ELEV: 399.01 `4.1690 MATCH EX. ROAD -J STA: 2 20.40 ELEV: 398.33 1+'00 2+0 LINE NW1 )) NORTH WEST 1 CANAL ERSFIELD .. CALIFORNIA PROF ESS _ETTGE-RS ��. �c " CHULERt - �`��"' IAN J. PARKS IVILTr NEERS�_,,, REGISTERED CIVIL ENGINEER �rn _ No. 58155 * Exp. 6-30-14 C1V1�-F���\P OF CAO 25 43 25 42 20 42 15 41 10 41 05 40 00 40 395 39 2+40 PROF ESS _ETTGE-RS ��. �c " CHULERt - �`��"' IAN J. PARKS IVILTr NEERS�_,,, REGISTERED CIVIL ENGINEER �rn _ No. 58155 * Exp. 6-30-14 C1V1�-F���\P OF CAO 25 42: 20 42( - 15 41 10 41( 05 40: 00 40( 39539: 390 39( 2+40 2-+UU LINE "NE2" NORTH EAST 2 CANAL RAMP 0 5 0 5 0 5 0 5 2+ 4U u -r- uu File Name., Mohawk Extensio Drawn: PUBLIC WORKS DEPARMENT Jon No.: 108-2310 Engineer. 1,1P Date. 7/25/2013 Checked Br 0 10 20 40 Horiz. 1"=20' Vert. 1"=5' X25 k20 X15 X10 X05 x-00 395 i90 1+00 2+00 2+40 LINE "NE1" NORTH EAST 1 CANAL RAMP �o1.1758 CANAL PROFILES MCHAWK 8TfOE 7 VEMEV78 FROM RaSEDALE HIGHWAY TO SVA LME SHEET NO. 14 OF 49 J I � 1 I 2 STA• 0+87.5 - - ---__ �.-._-----__�______--t-----_--.---------_--__�_ <on PVI ELEV: 404.5 � vi 4L=50' LOW PT STA: 1x1-87.94 1 I cn N 0 LOW PT ELEV: 399.01 w 0 LO n LO n PVI STA: 1+62.94 II > c� d cV cN PVI ELEV: 399.22 __ � F- J C.� (n W __._______ d- __- + dK:8.13--------- ______-- LVC: 50.00 ---------------____-- --t - v PGL 0v d"r- 3 00000 V> U> 0)0) Qsc �O Dl+I) mm W� K O d 0000) "� I w N - g01-1.13% -1.09% `mow__$• _ + � + II i < < w - W 0 cn W FLOWLINE `7 ppg W 1 STA: 0+29.00 �m ELEV: 404.43 APPROX. 1 BACK OF D/W -0.85% I STA: 0+36.00 GRADE 0 MP -- ---- --- - ELEV: 405.06 CENTERLINE i i -----_____ _._.�- --_..___-•- _ ___-- .-_ _____�.__ --- MATCH EX. ROAD STA: 2+05.00 ELEV: 398.86 - u -r- uu File Name., Mohawk Extensio Drawn: PUBLIC WORKS DEPARMENT Jon No.: 108-2310 Engineer. 1,1P Date. 7/25/2013 Checked Br 0 10 20 40 Horiz. 1"=20' Vert. 1"=5' X25 k20 X15 X10 X05 x-00 395 i90 1+00 2+00 2+40 LINE "NE1" NORTH EAST 1 CANAL RAMP �o1.1758 CANAL PROFILES MCHAWK 8TfOE 7 VEMEV78 FROM RaSEDALE HIGHWAY TO SVA LME SHEET NO. 14 OF 49 J 42 El 41 .... ..... �--__ F e_OWLINE STA:0+29.00 40 --- --- -- --i- ELEV: 403.43 - I BACK OF D/W STA: 0+36.00 ELEV: 404.06 .Wm= 39 0__00 1.43X- 20 42 VVI J IA: U+ZSJ.11 PVA STA:0+70.97 PVI ELEV: 403.52 Q o M 41 L=50' N O`0 LOW PT ELEV: 399.17 L=50' m +,,4- w0 -v_- 11 O W �w v> /--PGL .... ..... �--__ F e_OWLINE STA:0+29.00 40 --- --- -- --i- ELEV: 403.43 - I BACK OF D/W STA: 0+36.00 ELEV: 404.06 .Wm= 39 0__00 1.43X- 20 42 YO LOW PT CTA• ,.1_67. PVA STA:0+70.97 15 41 LOW PT ELEV: 399.17 L=50' wo+� PVA STA: 1+42.08 PVI ELEV: 399.39 +d 0(n LW O K: 8.15 ,. f I ,i-- PGL LVC: 50.00 10 41 _ o w0 Yor- Q 00wO > W fy ao w W m + 0).d U> U� �WNM 05 40 __ m w of � w 0 LOW YO PVA STA:0+70.97 PVI ELEV: 403.76 L=50' wo+� rno +d 0(n LW O ,. f I ,i-- PGL "70 DISTAFLLOWLINNEE .00 ELEV: 403.73 -0.87% - - 00 400 BACK OF D/W STA: 0+19.00 ELEV: 404.36 APPROX. EXISTING PROFILE - ---395 39 -- -- GRADE 0 RAMP - MATCH EX. ROAD CENTER INE STA: 1+98.46 ELEV: 398.90 I 1+100 2+00 2+4000 39 0+00 LINE "SW" SOUTH WEST CANAL RAMP 96 1.437 --- 1. 0-- 97. APPROX. EXISTING PROFILE__,__ GRADE ® RAMP CENTERLINE ETTGERS CHULE R -CI.VIL..ENEERS _ REOIS TER Cl V1L ENGINEER 20 LOW PT STA: 1+52.92 Y` �_--- ---------- � LOW PT ELEV: 399.37 PVI STA: 1 +27.92 PVI ELEV. 399.77 r o K: 9.27 ai v4_• 0 0)0 Cq N i' i +* 1N OM < 00 Y 0 O ti! � .- N Oi w w O ap N� + +to m�0 0) MCO W + r7 + r7 w W ..�_ .. o ,I > �I 05 m w C?(nw �ia-J W 0 cn w 70 o -.- -- _1.6090 __---------___-----------_------ 00 --2.1490 i _ -----_----__-----MATCH EX. ROAD-------------- 395 STA: 1 +82.66 ELEV: 398.84 i+oo LINE "SE" SOUTH EAST CANAL 1002"'MAIN 2+00 2 409 0 �o Q�o1= ass/aNgl O IAN J. PARKS � No. 58155 ;0 * Exp. 6-30-14 k 1 V IL OF Cm-\ 0 10 20 40 Horiz. 1"=20' Vert. 1"=5' 6.). 1759 File Name: Mohawk ExtensionDrawn: CANAL PROFILES CITY OF BAKERSFIELD, GALIFC�RN/A PUBLIC WOR S DEPARTMENT Job No.: 108-23.10 Engineer. 1Jp Dates 7/25/2013 Checked By. lJp MOHAWK ST1MROVEMEIVM R40M ROSE®ALE HAGHWAY TO SONO LANE SHEET NO. 15 OF 49 NOTE: 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 EXISTING 16" WATER LINE i i l0 � I' I t PG&E - POLE 12 \ GUY STUB & ANCHOR (EXISTING POLE & ANCHOR) I' -\ EXISTING 18" SEWER LINE PROTECT IN PLACE EXISTING SEWER MANHOLE PROTECT IN PLACE � _ PROTECT IN PLACE AND T.29S., R.27E., M.D.M. (PROFILE - SH. 5) ADJUST TO GRADE STA 85+49.51 i I I�SEE SHEET 5 i/ 0;I I II OHE I OHE------�-IPHE 874-00 02 ETTG- ERS CHULEI IVIL.ENGINEERS`-; REGISTERED Cl IL ENGINEER ��O QROF ESS i pNq` � C IAN J. PARKS � No. 58155 � * Exp. 6-30-14 ��qTF C I V I L F���\P OF CA1-� STA 87+04.26 0�-I E EXISTING 6" SHELL OIL LINE TO BE REMOVED (BY SHELL) r --�_ fir— 1W --ter - -/7-Z--- - EXISTING 12" SEWER LINE PROTECT IN PLACE lv - - --- ----- f ------ Q - — - __._—..--- -- -- ----0' ---44 ------ — - 89+00 EXISTING OH ELECTRICAL --r 18"S --- (TO BE RELOCATED BY PG&E) --n' OHE T; OHE OHE GUY WIRE OHE _ PG&E - POLE 1 OHE (NEW POLE INSTALLED) EXISTING WELL TO BE ABANDONED BY OTHERS MOHAWK STREET OHE �..._...JG 18" SEWER LINE PROTECT IN PLACE EXISTING SEWER MANHOLE PROTECT IN PLACE AND ADJUST TO GRADE SEE SHEET 5 OHE OHE PG&E - POLE 2 OHE (NEW POLE INSTALLED) OHE --- l 0 10 20 40 Horiz. 1"=20' Flle Name: Utility Plans Drawn: MEA UMITY PLAN SHEET NO. C17Y ®F BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARMENT Job No.: 108-23.10 Engineer. ,JP ti�i4rVK STREET /MROVEMEN7'' FaROM RO�FDALE HHHHHWAY TO 3iENA LANE 16 OF 49 Dote: 7/25/2013 Checked By. /gyp LEGEND: --III f-- I- 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. O+ y. ... --- - -. ... _ "�� STA 90+67. �EXISTING OH ELECTRIC EC (TO BE RELOCATED) 00 91+00 0\41 - PG E NtiPG&E - POLE 3 & ANCHOR Ft�—(NEW POLE INSTALLED) SNE 92+00 -{----- -- ..-------- -4- - 011- ETTGEIRS CHU LER-- IVIL E4GINEERS"' REGISTERED C VIL ENGINEER QROFESS/pN�l cS IAN J. PARKS No. 58155 Exp. 6-30-14 ��qTF c r V i OF CA0 1 EXISTING OH ELECTRIC ---��-- Z PG&E -POLE 4 &ANCHOR (TO BE RELOCATED BY PG&E) ONE (EXISTING POLE WITH NEW ANCHOR) l STA 92+66.86 BC g5+00 -. 94+00 _ ------ + _ 93+00 _ i --_--__.---- 0 10 20 40 Horiz. 1"=20' .758 F17e Name.- Utility Plans Drawn: MEA U77L/TY PLAN SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-2310 Engineer. Up Date: 7/25/2013 I Checked BY LIP MOHAWK /MROVEMEiNM FROM ROWDALE H NE AY TO MENA LA�7 OF 49 0- _ FIrm PG&EPOLE & (EXISTING) ELL OIL LAVE NCHOR LiHE � oAUON v„ ------_ '--- 0 TI EXISTING SG JFM 6" _1--- ,-�y--._...._-.-_..----� '`— O� SH OIL LINE WATERLINE STEEL CASING - -__ __ E - PG&E - POLE 5 & ANCHOR NECESS / s� (EXISTING POLE &ANCHOR) �- (T�•p E AS / (SEE SHEET 7 FOR PROFILE) ''- -�— ""Z� +E BOTH SIDES) ARYCO /� / CAUTION 4' 10" 0{L LINE EXISTING OH ELECTRIC SHADE AS NECESSARY TUBE RELOCATED BY PG&E — (TYP BOTH SIDES) O I 96+00 / f- — 97+00 / --' - - 98 00 �o QV,OFESS/pN9! _ ET_TGERS 1..1.1_�.1.LER _ -Z IAN J. PARKS Li ;.�jIVIL ET-TG-INEERS"", REGISTERED CIVIL ENGINEER Cr- No. 58155 m * Exp. 6-30-14 9TF C N V I L Q OF CP,\- (SHELL ONL PIPELINE (PROFILE - IL L 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. STA 99+12.41 EC 99+00 100+00 MOHAWK STREET CITY OF BAKERSF/ELD, CALIFORNIA I PUBLIC WORK DEPARTMENT File Name. Utility Plans Job No.: 108-23.10 Date., 7/25/2013 Drawn: MEA Engineer. IJP Checked BY lJP --------------- 101+00 0 10 20 40 Horiz. !"=20' SHEET NO. 18 OF 49 7 Q) ---� -" 0-- %-- o C I I 0* I 102+00 � 103+00 PG&E — POLE 8 & ANHOR/ (NEW POLE & ANCHOR CNS ALLED ------------- EXISTING OH ELECTRIC ,"" -- GUY WIRE / I N OHE (TO BE RELOCATED BY PG&E) / q 10 +00 �-- — 0 _ --`` 5 0 106+00 --a->0. ,o 10 7+ oo niq �--__ OHE PG&E - POLE 6 & ANCHOR (NEW POLE & ANCHORI INSTALLED) STA 105+56.05 7-./ - _ �E OHE Q OHE 0 _'`_ OHE ILU OHE ` OHE / OHEI� -� OHE - OHE PG&E - POLE 7 OHE i (NEW POLE INSTALLED) 0 10 20 40 Horiz. 1"=20' E a File Name. • Utility Plans Drawn: MEA U77LITY PLAN SHEET NO. CITY OF BAKERSI FIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-23.10 Engineer. 1JP IDate,• 7/25/2013 I Checked By I. lP AWK s i I mET /MRI mmm u � RosEDALE H�.� Y TO &ENA LAVE 19 OF 49 � QRpFESSlONgI TTG�R; CH.1.1 LE _ Zoo' IAN J. PARKS LEGEND: ;- IviL_ETwEExs iv R GISTERED CIOL ENGINEER m No. 58155 � -�-f --�-�- TO B E RELOCATED ,� Exp. 6-30-14 qTF Ivi NOTE: OFCAS CONTRACTOR SHALL WORK DURING P.G.& E.'S RELOCATION OF POLES & OVERHEAD FACILIIES. CONTRACTOR TO COORDINATE WITH P.G.& E. PER SPECIAL PROVISIONS. 7 Q) ---� -" 0-- %-- o C I I 0* I 102+00 � 103+00 PG&E — POLE 8 & ANHOR/ (NEW POLE & ANCHOR CNS ALLED ------------- EXISTING OH ELECTRIC ,"" -- GUY WIRE / I N OHE (TO BE RELOCATED BY PG&E) / q 10 +00 �-- — 0 _ --`` 5 0 106+00 --a->0. ,o 10 7+ oo niq �--__ OHE PG&E - POLE 6 & ANCHOR (NEW POLE & ANCHORI INSTALLED) STA 105+56.05 7-./ - _ �E OHE Q OHE 0 _'`_ OHE ILU OHE ` OHE / OHEI� -� OHE - OHE PG&E - POLE 7 OHE i (NEW POLE INSTALLED) 0 10 20 40 Horiz. 1"=20' E a File Name. • Utility Plans Drawn: MEA U77LITY PLAN SHEET NO. CITY OF BAKERSI FIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-23.10 Engineer. 1JP IDate,• 7/25/2013 I Checked By I. lP AWK s i I mET /MRI mmm u � RosEDALE H�.� Y TO &ENA LAVE 19 OF 49 � LEGEND: —�---f I 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. C� I EC 108+23.01 108+00 I I I OHE �i -�OHE OHE CAUTION 2-24" CASINGS SHADE AS NECESSARY (TYP BOTH SIDES) R-.-ETT- .9--CH -CH 5.1 ER -A IVIL ENGINEERS -11 REGISTERED CIVIL ENGINEER �o FESS/ pN� � y C -D IAN J. PARKS m � No. 58155 M * Exp. 6-30-14 ��qTF C I V i L F���\P OF CAO wl 0 CAUTION EXISTING 16" PG&E GAS LINE (PROFILE — SH. 9) �- .rte' �+' -�'� • J C ---� p - 100 �_.• i .. - 20 I - — 2-24" HDPE SJFM CASINGS (PROFILE — SH. 9) A 110+48.7 ---- E-- 109+00 110+00 (-- ----! -- ---___I— _ _ 111 � 00 ------+----- ------►------___._ __ -._-F------- -- }-------- 112+00 _- HE OHE EXISTING OH ELECTRIC EXISTING OH ELECTRIC OHE OHE (TO BE RELOCATED BY PG&E) (TO REMAIN & BE RAISED BY PG&E) OHE OHE 7: — — 0 ---_ 0 — —__ ____ OHE ---� 0 — --_ _ _ _ ------- 0 - f-- a OH•--_______ ... ________- . �3 OHE A� PG&E — POLE 9 (RELOCATION PROPOSAL) i = I STA 112+76.62 % Q EC I� IJ 0 113+00 -- -+-- I� e - - - ----- . - . a -------- ----- --I HE - --__--- — _ - - --- --- 0---------�-f ------ 0OHE -7 — — va€C PG&E —POLE 10 &ANCHOR � � (RELOCATION PROPOSAL) — _--- `- MO HAWK 0 10 20 40 mmm� Horiz. 1"=20' 6.1 - / 7§0'y File Name., Utility Plans Drawn: MEA UnLITY PLAN SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-23 10 Engineer. IJP Date: 7/25/2013 Checked By./, �P � WKa i REET /MROVEMEArM ALE SA Y T1 � LARNE 20 OF 49 E a 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. e•.. r 114+00 115+00 PROPOSED ALON PIPELINE PROTECTION 2", 49"t 39", 4$1 6" 3" 6" INSULATED 2-12" CASING 14" CASING SPARE (PROFILE — SH. 10) CONTRACTOR TO COORDINATE WITH PARAMOUNT PETROLEUM RELOCATION CONSTRUCTION DURING GRADING OPERATIONS. SEE SPECIAL PROVISIONS FOR DETAILS. I C__— 01 1 1 PROPOSED PIPELINE RELOCATION _ . ETTGER-S CHULEl�:_ CIVIL ENGTNEER5' "--7T---- J- STERED CIVIL ENGINEER �o QRpF ESS/ pN�l IAN J. PARKS No. 58155 m * Exp. 6-30-14 cl V I�- F���\P OF- CAS - EXISTING SJFM 6" OIL PROTECT IN PLACE (PROFILE — SH. 10) 1 EXISTING ABOVE GROUND PIPE RACK TO -BE RELOCATED AND ENCASED BY ALON. e e File Name: Utility Plans C/T Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORK DEPARTMENT Job No.: 108-2310 Date., 7/25/2013 Drawn: MEA Engineer. /JP Checked By L EXISTING ALON 8" GAS UNE 1 PROTECT IN PLACE 1 EXISTING ALON 3-6" OIL LINES I PROTECT IN PLACE 0 \0 EXISTING ALON 10" WATER LINE PROTECT IN PLACE (PROFILE — SH. 10) 1 00 119+00 STA 11 +50.02 I o BC o ILu 1 Z I �1 4 0 o� 0 10 20 40 Horiz. 1"=20' �-/_ /7yg SHEET NO. 21 OF 49 LEGEND: 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. TRACT NO. 6042—C BK. 52, PG. 88, O.R. Q� 121+00 - _ 120+00 _ ——.+---- — - I ------ — 'r--- - { — 1 I 122+00 {— ----- I — - ----- �— — --- } _ _ W -- ------------- of I CITY OF BAKERSF/ELD, CALIFORNIA TRACT NO. 6042-2 BK. 50, PG. 148, O.R. v� U-1 r-" a) a W o d- Q(N z N W � Z u f EfiTGERS C�i�TLE1, .-zQviL- ENbINNEERS -------- -f----- ._ - _ 124+ -- 00 —�- - MOHAWK STREET PUBLIC WORKS DEPARTMENT Name. Utility Plans No.: 108-23.10 7/25/2013 REGISTERED Gll//L ENGINEER Drawn: MEA Engineer. /JP UnLrrY PLAN Checked BY IJP77 A�OHAWK STREET AWROVEMENM Fl70M RO MALE HM WAY TO SYENA LANE QROF ESS/ pN�` IAN J. PARKS No. 58155 * Exp. 6-30-14 1 V t OF CAU\F 10 20 40 Horiz. 1"=20' SHEET NO. 22 OF 49 ri N OTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH--02ALKYD UNLESS OTHERWISE NOTED. OBLITERATE STRIPE STA 81+84 TO STA 83+04 STA 81+84.84 TYPE IV ARROW LT 'RATE CONFLICTING VG IN CROSSWALK I i I K"REMOVE NO PED OSSING SIGN INSTALL R3-7 le< TYPE IV INSTALL R7-9 ARROW RT (TYP) :4 3 BIKE LANE MARKINGS TYP. 12' 12' RELOCATE "ONE- I �1 12' WAY" SIGN 38 MOHAWK STREET- -- 8 0, 10' 12' 5175 _ Y - _ I 11' .. _ 12' 11' 12 12, I 40 1211 r J OBLITERATE STRIPE OBLITERATE EXISTING - STA ISTING STA 81+84 TO STA 83+43 CHEVRON STRIPING BIKE LANE I MARKINGS TYP. TYPE IV ARROW RT (TYP) I' W QUI LEGEND: o U) OX — STRIPING DETAIL PER CALTRANS STANDARD PLANS 2010 - p rr — SIGN TYPE PER CALIFORNIA MANUAL FOR UNIFORM TRAFFIC XX CONTROL DEVICES 2012 p — INSTALL SIGN b — EXISTING SIGN o — INSTALL CLASS 1 FLEXIBLE POST F1 — 12" WHITE PAVEMENT MARKING STA 90+67.81 — TYPE IV ARROW RT (TYP) — TYPE IV ARROW LT (TYP) F J m — BIKE LANE MARKINGS — TYPE I ARROW (TYP) 0 — INSTALL TYPE K (CA) MARKER (HORIZONTAL) 87+04.2( "--INSTALL R7-9 OBLITERATE SHOULDER STRIPE IN INTERSECTION I STA I EC INSTALL R7-9 INSTALL R7-9 9 INSTALL R7-9 3 _ _ — U O�: I -- W Q W W cn I_ INSTALL R7-9 INSTALL R7-9 R1-1 NSTALL R7— TTGERS -!K j CHULER. IVII.-EN�INEERS`,; REGISTERED CIVIL ENG/NEER QROFESS/pN�` IAN J. PARKS w No. 58155 � * Exp. 6-30-14 �s�'QTF C I V I QF CA�� �-- INSTALL R7-9 TYPE IV n `' !� ARROW LT (TYP) 6'— -�. m ` W R7-9 W 9 0 INSTALL R7-9 1 0 25 50 100 Horiz. 1"=50' MOHAWK 1 STA 108+23.01 S � � T EC 9 �Z 1 O INSTALL R7-9 INSTALL 3 R1-1 21 R7-9 39 STA 105+56.05 BC Z R1-1 INSTALL R7-9 O INSTALL R7-9 „_...- 0:: O 21 INSTALL R7-9 6 L -- W 12', ..--- ; �_ - W 12' _ to -- 9 39 W -�- INSTALL R7-9 W Q �- —" 12' ...-- 1 INgTAI I R7-9 R1-1 6' INSTALL R7-9 ON AwK STREE i� INSTALL R7-9 F17e Name: Striping Plans Drawn: MAS CITY' ('"IF -BAKERSFiELL)SAL/FORiVlA PUBLIC WORK4 DEPARTMENT JobNo.: 108-23.10 Engineer. 1JP . Dote: 7/25/2013 Checked BY /. SIGN & STRIPING PLAN L,ilwLV LIQ !7EPT7, 1MROVEMENTS PK1 3 TO aE4 ",,t7wE �N LO N V) �.1-1758 SHEET N0. 23 OF 49 INSTALL R7-9 6' � STA 90+67.81 EC 39 � 4' •= —,.. 9 ` INSTALL R7-9 12' + �n 12L -�- LL • . 12' Lu �-- INSTALL R7-9 TYPE IV n `' !� ARROW LT (TYP) 6'— -�. m ` W R7-9 W 9 0 INSTALL R7-9 1 0 25 50 100 Horiz. 1"=50' MOHAWK 1 STA 108+23.01 S � � T EC 9 �Z 1 O INSTALL R7-9 INSTALL 3 R1-1 21 R7-9 39 STA 105+56.05 BC Z R1-1 INSTALL R7-9 O INSTALL R7-9 „_...- 0:: O 21 INSTALL R7-9 6 L -- W 12', ..--- ; �_ - W 12' _ to -- 9 39 W -�- INSTALL R7-9 W Q �- —" 12' ...-- 1 INgTAI I R7-9 R1-1 6' INSTALL R7-9 ON AwK STREE i� INSTALL R7-9 F17e Name: Striping Plans Drawn: MAS CITY' ('"IF -BAKERSFiELL)SAL/FORiVlA PUBLIC WORK4 DEPARTMENT JobNo.: 108-23.10 Engineer. 1JP . Dote: 7/25/2013 Checked BY /. SIGN & STRIPING PLAN L,ilwLV LIQ !7EPT7, 1MROVEMENTS PK1 3 TO aE4 ",,t7wE �N LO N V) �.1-1758 SHEET N0. 23 OF 49 NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. z' O STA 110+48.73 Q I BC O) Q U � rz — 01 110+ 0 M N — — 1— W Lu V� w W ' V) INSTALL R7-9 INSTALL R7-9 EC INSTALL R7-9 N. e INSTALL R7-9 6' INSTALL R7-9 ---- ---� W9-1 LEGEND: OX - STRIPING DETAIL PER CALTRANS STANDARD PLANS 2010 XX - SIGN TYPE PER CALIFORNIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 2012 - INSTALL SIGN - EXISTING SIGN o - INSTALL CLASS 1 FLEXIBLE POST D - 12" WHITE PAVEMENT MARKING - TYPE IV ARROW RT (TYP) - TYPE IV ARROW LT (TYP) m - BIKE LANE MARKINGS - TYPE I ARROW (TYP) O - INSTALL TYPE K (CA) MARKER (HORIZONTAL) INSTALL R7-9 6' \\ STA TYPE I ARROW 0 100" (TY') R ETTGERS, :fit v HU ER. , ��IVIL_�N-GTNEEffS"`'; BIKE LANE --� MARKINGS TYP. IN-9STALL 9 R7 38 INSTAL -----_ �, R7-9 —_ ---- + 0 _ - - -- ---- — - o EP STA 118+50.02 BC INSTALL CLASS 1 FLEXIBLE POST DELINEATOR 0 50' BEGIN TAPER 0/C (TYP) D 7 R /STERED CIVIC ENGINEER I I I I 1 QROEESS/QNq� IAN J. PARKS � No. 58155 r * Exp. 6-30-14 ��9TF CIV 1 CAO. OF 122+61.27 0 25 50 100 Horiz. 1"=50' • 1 rn GJ 1 1s0 File Nome. Striping Plans Drawn: MAS CI?"Y OF � BAIC,ERSFIELD, CALIFORNIA PUBLIC WORK DEPARTMENT Job 108-2310 Engineer. IJP SIGN � St PING PLAN SHEET 49 ____ ___ __ ©ate• 7/25/2013 Checked By /,jP A*C?HAWK 8 TMET IMROVL�MEM"S fi90M AlE HiCMWAY TO SIENA LANE 24 OF 49 PHASE DIAGRAM 07 0407 OR 04P 03 0308 04 and 07 03 and 08 06P 05 -� 05 06 02 OR 01 01 02P 01 and 06 02 and 05 04 04P 08 04 and 08 06P -EQ- --B 06 02 -8-- - > 02P 02 and 06 M�5. T NE 4161 41111111111 1 W 198 C/tijlT 4160�-- i/ I II II i W I� I I l,l I I W 2"C, 2DLC I 1 N I 1 III —J I I —i I =)I � I� { 00 00 I ? l ? I ? I d- I� I� I I I II II ? i I 11 III II I I II 1 Q I I I I I ►► mrO II ? I I II III( I I I CC INSTALL 2"C, 11 DLC I I II I I11 11 04TO 21 I JI �ill, I i II ? i I T— \7 _���_ 11 04P / / d- 1 i ll i `.17\ INSTALL R9 -3A 4 �-`L 5 4 3 03 LO 03 08 08 04,01.A B1 -51i / AB 0 � R/W 06 0�� - - - CC � R/W - -z - 05 _ Install 2"C, 9DLC r RL SC , 2"C 2DLC I I t AB I ! CC -- — — — — — — — — —— i6,14L s Os \ 1 i r_�-ilil--———— — — — — —— --------------i--- 2 ` 1 6J4U I F (I J, I11 r ,' -r-I 111E ? J ` �I 1 I9U ��--� — �- � ---� - � 111U 0 5 �� � r � � I � 119U 5J91 � I 5J1U I 1- J. —J 1 - 214U �! i 214U 02 -��4 –� 214E 214L 1 I i — — — — — — — ---I--- -1 1 213EI� —� i-------- i 13L 000 02P 4--- — 1 O SIC----�---- �7-- 1-- 0 - --- ----� �- � 8 C>0 007 r EfiTGERS CIULER *TViLEkGiNEERS REGISTERED CIVIL ENGINEER LEFT TURN DETAIL QROF ESS / pl�ql CD IAN J. PARKS m No. 58155 * Exp. 6-30-14 Cl V 1 OF CAL 6' 10' 6' 26' 6' TYPE D IN SERIES, PARALLEL WITH TYPE E OR A LOAD. � \ / / DASH LINE INDICATES SAME ADDRESS "C, 1 DLC ROSEDALE HIGHWAY " 1 A ✓-94' X41; I _ 04- 104- `� 1 I I - 2"C, 1DLCV O ?� I I I INSTALL R9 -3A T- J R/W 2", 4 DLC 9 z „ I I I - i I rk ?{ (� ? ? it + ' I 4 I � DHI -j ISI 1 i jj INSTALL 6 DLC, EX. 2" C. i_ }- itI— ?F- 1 --1 SIC — N I ? I6 ILJ I IL J �1 6 I! I I II�I� 1 Ag / I I I I j I I II I itI _� I 0-)l ) t? III 11 2"C, 1 DLC It �' ' ' ' ' it Controller Detail S/W Corner NOTES j { I I I 1 1 I� . 0 10 20 40 { ► I SCALE 1 "=10' I I I I II � ( i � � Horiz. 1"=20' 1❑ INSTALL NEW VEHICLE SIGNAL HEAD I I I I 1 I l _. - 10o 00 198' TO REPOSITION EXISTING R REPLACE EXISTING VEHICLE SIGNAL HEAD PER POLE SCHEDULE �j - - - t- - - t -- - �i - �� �� - -- r- - - - - LIMIT LINE MAGS AS NECESSARY Q UTILIZE EXISTING CONDUCTORS FOR NEW SIGNAL INDICATIONS 1 2"C 1 DLC ® , INSTALL NEW PEDESTRIAN HEAD r 05 CONTRACTOR TO FURNISH C11 HARNESS. REVISIONS J ® DO NOT INCLUDE THIS DETECTOR fD PER DETAIL THIS SHEET I I 1 ( I ? ® 8-15-13 �8 OLA TO REMAIN INSTALL CITY FURNISHED OPTICOM MODEL 711 ONE DIRECTION SINGLE CHANNEL _ i _ _ I _ I I _�00 I 405' TO THIS PLAN ACCURATE PRE-EMPTION DEVICE WHERE NOTED. REFERENCE ES -4E 0- - fi - r - - -� - -3-t LIMIT LINE FOR ELECTRICAL ONLY File Nome. • Signa/ Plan Drawn: MOJ TRAFRC SIGNAL PLAN + LIGH77NG SHEET NO. C/TY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-23.10 Engineer. /JP _ Date. • 7/25/2013 Checked BY lJP MOHA WK 8REET S T /MROWMENFes/ALE HI COMA Y TO SENA LANE 25 OF 49 r 3 3 x CCS!- I �J N I I� I ? ? I j I I I I ? I I j I I I j ROSEDALE HIGHWAY " 1 A ✓-94' X41; I _ 04- 104- `� 1 I I - 2"C, 1DLCV O ?� I I I INSTALL R9 -3A T- J R/W 2", 4 DLC 9 z „ I I I - i I rk ?{ (� ? ? it + ' I 4 I � DHI -j ISI 1 i jj INSTALL 6 DLC, EX. 2" C. i_ }- itI— ?F- 1 --1 SIC — N I ? I6 ILJ I IL J �1 6 I! I I II�I� 1 Ag / I I I I j I I II I itI _� I 0-)l ) t? III 11 2"C, 1 DLC It �' ' ' ' ' it Controller Detail S/W Corner NOTES j { I I I 1 1 I� . 0 10 20 40 { ► I SCALE 1 "=10' I I I I II � ( i � � Horiz. 1"=20' 1❑ INSTALL NEW VEHICLE SIGNAL HEAD I I I I 1 I l _. - 10o 00 198' TO REPOSITION EXISTING R REPLACE EXISTING VEHICLE SIGNAL HEAD PER POLE SCHEDULE �j - - - t- - - t -- - �i - �� �� - -- r- - - - - LIMIT LINE MAGS AS NECESSARY Q UTILIZE EXISTING CONDUCTORS FOR NEW SIGNAL INDICATIONS 1 2"C 1 DLC ® , INSTALL NEW PEDESTRIAN HEAD r 05 CONTRACTOR TO FURNISH C11 HARNESS. REVISIONS J ® DO NOT INCLUDE THIS DETECTOR fD PER DETAIL THIS SHEET I I 1 ( I ? ® 8-15-13 �8 OLA TO REMAIN INSTALL CITY FURNISHED OPTICOM MODEL 711 ONE DIRECTION SINGLE CHANNEL _ i _ _ I _ I I _�00 I 405' TO THIS PLAN ACCURATE PRE-EMPTION DEVICE WHERE NOTED. REFERENCE ES -4E 0- - fi - r - - -� - -3-t LIMIT LINE FOR ELECTRICAL ONLY File Nome. • Signa/ Plan Drawn: MOJ TRAFRC SIGNAL PLAN + LIGH77NG SHEET NO. C/TY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-23.10 Engineer. /JP _ Date. • 7/25/2013 Checked BY lJP MOHA WK 8REET S T /MROWMENFes/ALE HI COMA Y TO SENA LANE 25 OF 49 r 3 3 x CONDUCTOR SCHEDULE CABLE TYPE D VEH SIG MTG PED SIGNAL PPB HPS 100 240 Type Sig M.A. Lum M.A. MAST ARM Pole 120 MTG TRAFFIC SIGNAL NO. LUMINAIRE N TES now (E)XISTING OR (N)EW — — TV -2—T 2 SP -1—T 4 --- — VOLTS — O 01 02P 65' ■■■■■■■ MAT MAS SV -1—T 6 SP -1—T 4 --- �■ 2 3 01 ' 06PAWG — ■■■■■■■I■ — TV -2—T 6 SP -1—T 6 --- — 3 0 29-5-100 (Existing) 55' 15' 1 MAT Mas SV -1—T — — 8 --- 200W 3 06 05 06P 1—A (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 © (Existing) — — — TV—2—T — — 2 ---- — 3 a61-5-100 (Existing) 50' 15' CIRCUIT SV -1-T 4 SP -1-T 3 --- 20OW 3 LIGHTING MAS SIGNAL • 0000000000 DETECTORS—TYPE B DLC IIS • .. • li = "' ` • � 0����0�000 POLE AND EQUIPMENT SCHEDULE CONSTRUCTION NOTES (FOR THIS SHEET ONLY) 10 EXISTING TYPE 332 CONTROLLER CABINET. 2Q EXISTING 120/240V TYPE IIIAF SERVICE EQUIPMENT ENCLOSURE: 3P 100A MAIN CB WITH THE FOLLOWING CIRCUITS 3� ADD NEW SIGNAL OR PEDESTRIAN HEADS AS SHOWN ON PLAN BREAKER SCHEDULES CTID No. 065005800506187 AMPS STANDARD VEH SIG MTG PED SIGNAL PPB HPS 100 240 Type Sig M.A. Lum M.A. MAST ARM Pole 120 MTG TRAFFIC SIGNAL NO. LUMINAIRE N TES Q1—A(10 (Existing — — — TV -2—T 2 SP -1—T 4 --- — VOLTS — ©61-5-100 (Existing) 65' 15' MAT MAS SV -1—T 6 SP -1—T 4 --- 20OW 2 3 0 1—A 10 (Relocate) — — — TV -2—T 6 SP -1—T 6 --- — 3 0 29-5-100 (Existing) 55' 15' 1 MAT Mas SV -1—T — — 8 --- 200W 3 1—A (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 © (Existing) — — — TV—2—T — — 2 ---- — 3 a61-5-100 (Existing) 50' 15' MAT SV -1-T 4 SP -1-T 3 --- 20OW 3 MAS CONSTRUCTION NOTES (FOR THIS SHEET ONLY) 10 EXISTING TYPE 332 CONTROLLER CABINET. 2Q EXISTING 120/240V TYPE IIIAF SERVICE EQUIPMENT ENCLOSURE: 3P 100A MAIN CB WITH THE FOLLOWING CIRCUITS 3� ADD NEW SIGNAL OR PEDESTRIAN HEADS AS SHOWN ON PLAN BREAKER SCHEDULES CTID No. 065005800506187 AMPS VOLTS POLES LOAD METER WN)W� LEVyRdE 100 240 2 MAIN BREAKER YES — 70 120 1 TRAFFIC SIGNAL YES — 15 120 1 SPARE YES — 20 120 1 SPARE YES — CTID No. 0650058TT00506118L AMPS VOLTS POLES LOAD METER CONTROL TYWE 100 240 2 MAIN BREAKER YES — 40 240 2 HIGHWAY LIGHTING YES IV 20 1 120 1 SPARE YES — file Nome: Signol Plan CITY OF BAK�l9'SFIELD, CALIFORNIA PUBLIC WORK DEPARTMENT Job No 108-23 10 IDate.• 7/25/13 Drawn: MOJ Engineer. IJP Checked By. IJP L'GEM_ _ 7 E i . LTkdiNEERSY MIL REGISTERED IVIL ENGINEER+ STANDARDS TO BE RELOCATED N0. Type Sig M.A. Lum M.A. p 1A 0 1A — �o 990ESSIp�ygl IAN J. PARKS rn W No. 58155 * Exp. 6-30-14 I V I OF CA1-� 0 10 20 40 Horiz. 1"=20' EVISIONS �- l- I f S" 18-15-137 ADDED RELOCATION N0. C SHEET NO. 26 OF 49 SOUTH 1 /4 COR. SEC' nn T.29S., R.27E., M.D.Iv STA 85+49.51 MOHAWK STREET 6"� <-v?'QfESS/o Fti IAN J. PARKS m No. 58155 Exp. 6-30-14 TF C1V1 �OF CALF 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'-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. 5. STATION AND OFFSETS ARE FOR PIPE CENTERLINE UNLESS OTHERWISE NOTED. ELEVATIONS IN PROFILE ARE TO THE TOP OF PIPE. m .e 39 39 mg IA4M:1! A"_lA TA z� I mmt: I- i O VvfA i GrS r - L-r-xlm u Lu 40 80 Horiz. 1"=40' Vert. 1"=4' I 1 -404 W g�> Oo O ((0000) i +J � d W O i0 + rn_j m _ ��. - _.__. --- -- ---- LQ 00 00 O J J Oo M _I FINAL—GRADE---"--_--.�f 1 ---- o "> > o a w � OVER CL OF 16 EXISTING GROUND OVER CL OF 16"FINAL GRADE (!) Q > °' Q c~i> w Q WATER PIPE OVER CL OF 16" WATER PIPE OVER CL OF 16" V) W o Z WATER IPE I WATER PIPE 0+00 2+00 CRY OF BAKERSFIELD, CALIFORNIA PUBLIC WOF�#KS DEPARTMENT -----396 0 N 392 388 V ~- 384 INSTALL 920.13 LF OF 16" AWWA C905 PVC PIPE 4+00 6+00 8+00 alf7�� Name. Woter Plans Drawn. MEA POTABLE WATER PLAN & PROFILE No.: 108-23.10 Engineer. l✓P 7108— 2 .1 Checked By. /gyp MOM WK STREET IMROVEMEMM FROM ROWDALE HK~AY TO SIENA L ACE SHEET NO. 27 OF 49 m 3 CONSTRUCTION NOTES N 404 CN -------- 1. MINIMUM COVER OVER NEW PIPELINE SHALL BE INSULATED WITH CELLULAR GLASS INSULATION. 4'-0" FROM SWALE UNLESS OTHERWISE SHOWN. W 2. CONTRACTOR SHALL MAINTAIN MINIMUM vJ 40 -W --- --39 39&.-- -- - _- -- -- _ EXISTING UTILITIES, UNLESS OTHERWISE NOTED. INSULATION SHALL BE FOAMGLAS, SHOULD THE NEW WATER PIPELINE CROSS N___--- UNDER AN EXISTING OIL/FUEL OR CITY APPROVED EQUAL. INSTALL INSULATION NON -POTABLE FLUID PIPELINE, THE PIPELINE PER MANUFACTURER'S RECOMMENDATIONS. 392 ---------_ NO PIPELINE JOINTS SHALL BE MADE WITHIN 8' S. STATION AND OFFSETS ARE FOR PIPE 38 W -- 0 cn ELEVATIONS IN PROFILE ARE TO THE TOP OF 3. NITRILE BUTADIENE RUBBER GASKETS REQUIRED V 384 --- - -- - CONSTRUCTION NOTES 4. ALL WATER MAINS OR SERVICES CROSSING BEARING OTHER UNDERGROUND LINES SHALL BE 1. MINIMUM COVER OVER NEW PIPELINE SHALL BE INSULATED WITH CELLULAR GLASS INSULATION. 4'-0" FROM SWALE UNLESS OTHERWISE SHOWN. THE INSULATION SHALL INCLUDE ALL WATER 2. CONTRACTOR SHALL MAINTAIN MINIMUM PIPING THAT IS WITHIN 5' HORIZONTALLY OF 1 U) I'- ANY PIPELINE, AND SHALL EXTEND AN VERTICAL CLEARANCE OF 1'-0" TO ALL ADDITIONAL 10' BEYOND THE ABOVE LIMIT. THE EXISTING UTILITIES, UNLESS OTHERWISE NOTED. INSULATION SHALL BE FOAMGLAS, SHOULD THE NEW WATER PIPELINE CROSS MANUFACTURED BY PITTSBURGH CORNING, OR UNDER AN EXISTING OIL/FUEL OR CITY APPROVED EQUAL. INSTALL INSULATION NON -POTABLE FLUID PIPELINE, THE PIPELINE PER MANUFACTURER'S RECOMMENDATIONS. MATERIAL SHALL BE DR -14 (CLASS 305) AND _, W NO PIPELINE JOINTS SHALL BE MADE WITHIN 8' S. STATION AND OFFSETS ARE FOR PIPE OF THE EXISTING UTILITY. CENTERLINE UNLESS OTHERWISE NOTED. cn ELEVATIONS IN PROFILE ARE TO THE TOP OF 3. NITRILE BUTADIENE RUBBER GASKETS REQUIRED PIPE. ON ALL WATER MAIN JOINTS. E 4 i f i 6" SJFM WATER 0 LINE CASING ' 10" SHELL OIL LINE 10+O" 0 10+00 11+00 98+00 STA 11+22.00 53.00'R MWHK CL INSTALL 16" BFV SEE CONSTRUCTION NOTES 2 & 4 m 1 51 12+00 0 00 Go N o- 13+00 CENTERLINE WATERLINE PIPE DATA TABLE NO. BEARING RADIUS X17 REMARKS ( 00d W tf) 00 1 U) I'- a nor` - - - - �ar_j _Z OM— S5° 04' 38"E OM -J O 16" PVC PIPE > > HJ _, W F-.W_Im 392 OZ cn W 0 cn W r <n 10+00 11+00 98+00 STA 11+22.00 53.00'R MWHK CL INSTALL 16" BFV SEE CONSTRUCTION NOTES 2 & 4 m 1 51 12+00 0 00 Go N o- 13+00 CENTERLINE WATERLINE PIPE DATA TABLE NO. BEARING RADIUS LENGTH REMARKS N1' 31' 48"E 1553.0' 634.58' 16" PVC PIPE a N10° 10' 33"W - - - - 643.64' 16" PVC PIPE D S5° 04' 38"E 1447.0' 257.52' 16" PVC PIPE RK ETTGER LER' ILII l&(N INEERS=_ REGISTERED CIVIL ENGINEER �o FESS/oN�l 0 IAN J. PARKS m No. 58155 * Exp. 6-30-14 sj'9TF C I V 1 OF- cg -\4 107+00 _ 1 981 ---- 106+00 --+— -- -- -- -- 105+00 r 21+00 20+00 19+00 18+ 0 =_ • 15+00 16" WATER LINE 16+00 17+00 STREET 16" WATER PIPELINE, PLAW OVER CL OF 16" WATER PIPE 14+00 FUTURE GRADE OVER CL OF 16" WATER PIPE 1200. File Name. • Wafer Plans C/7�' ®F BAKERS/ IEL[D, CALIFORNIA PUBLIC WORK DEPARTMENT No: 108-23 10 iDate.* 7/26/2013 I f FINAL GRADE I WATER PIPE 171 0 20 40 80 Horiz. 1"=40' Vert. 1"=4' ^ --1----�-- -- ----_ __ _ _ _- -- --- ,----------_ N-396 ----- i N - __—_._._ ____ - --------------_-------___----------________!—----------- I -z 392 � 0.10 1 � � E 4 388 N. CN j U n " Q 3 384 " AWWA C905 PVC PIP a 3 380 16+00 18+00 20+00 0 _o M N 1 10 ?raven: MEA POTABLE WATER PLAN & PROFILE SHEET NO. .ngineer: lJP ;pecked BY lJP MOM WK 8'1 mw i /MROViEMENTS F710M R 6EDALE HIGHWAY TO syENA LANE 28 OF 49 CONSTRUCTION NOTES 5. STATION AND OFFSETS ARE FOR PIPE NO. CENTERLINE 'UNLESS OTHERWISE NOTED. 1. MINIMUM COVER OVER NEW PIPELINE SHALL BE ELEVATIONS IN PROFILE ARE TO THE TOP OF 4'-0" FROM SWALE UNLESS OTHERWISE SHOWN. PIPE. 2. CONTRACTOR SHALL MAINTAIN MINIMUM 6. PIPE BEDDING FOR DUCTILE IRON PIPE VERTICAL CLEARANCE OF V-0" TO ALL INSTALLATION SHALL BE A 2 SACK SLURRY TO EXISTING UTILITIES, UNLESS OTHERWISE NOTED. THE TOP OF PIPE. SHOULD THE NEW WATER PIPELINE CROSS N00° 01' 16"E UNDER AN EXISTING OIL/FUEL OR 22P.72' NON -POTABLE FLUID PIPELINE, THE PIPELINE 16" PVC PIPE MATERIAL SHALL BE DR -14 (CLASS 305) AND N4° 19' 53"W NO PIPELINE JOINTS SHALL BE MADE WITHIN 8' 23 OF THE EXISTING UTILITY. 16" PVC PIPE 3. NITRILE BUTADIENE RUBBER GASKETS REQUIRED N8° 41' 02"W ON ALL WATER MAIN JOINTS. 575.40' 4. ALL WATER MAINS OR SERVICES CROSSING 16" PVC PIPE OTHER UNDERGROUND LINES SHALL BE S3° 09' 52"W INSULATED WITH CELLULAR GLASS INSULATION. 879.69' THE INSULATION SHALL INCLUDE ALL WATER 16" PVC PIPE PIPING THAT IS WITHIN 5' HORIZONTALLY OF ANY PIPELINE, AND SHALL EXTEND AN i 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. 404 24" SJFM CONDUITS Boo i • i B• • 396 392 OU WEI -�I--,-.H- — I — -}- Ln i + N I I- -a- 22+4 23+00 1 71 Em CENTERLINE WATERLINE PIPE DATA TABLE NO. BEARING RADIUS LENGTH + REMARKS - M + If) N Q c~n S5` 04' 38"E 1447.0' 25-7.52' N 16" PVC PIPE [8 N00° 01' 16"E - - - - 22P.72' .- -� NO c0 + 04)0 O d N> d ur (- J tow. 16" PVC PIPE ❑g N4° 19' 53"W 1553.0' 23 .95' 16" PVC PIPE 10 N8° 41' 02"W - - - - 575.40' ..£' I �"`�a.. 16" PVC PIPE El S3° 09' 52"W 2127.0' 879.69' _ EXISTING GROUNDWA 16" PVC PIPE 00 I — _ -__ -- - V) ------ N W �h Z 00N 0D O Z W + N - D NM Qa- N > v W LL_ �' -� d (n W N cn - r- � t1)O r, O N°�° N > w � _j Co to W C3 — --- -- - FUT OVE i + M + If) N Q c~n d - _ -_- - — ------ --� 412 4 N I >LL_ m - -65 --- OM" O "+"0 J � M J Q N> < Q LLJ F- J cnw ? _____� U � -I, O +0)5 CM N>" Q W i - -I cnw z I W J J i .- -� NO c0 + 04)0 O d N> d ur (- J tow. 26 00 24+00 25+00 — IN HP 16" PG&E GAS LINE -0' 1 28+00 27+00 7+00 N STA 29+00.00 53.00'R MWHK CL INSTALL 16" INSTALL 16" BFV WATER LINE MOHAWK STREET ALON PIPE LINES 3-4" OIL LINES 3-3" OIL LINES 14" HOT ASPHALT LINE 10 ---- �O QROFESSIpNq CHULEl T& Ai � IAN J. PARKS 0 .,.,CIVIL ENGINEERS'',_ REGISTERED CIVIL ENGINEER w No. 58155 X * Exp. 6-30-14 '9T C►VIL �� XVN 6" SJFM OIL/WATER LINE \ \\\, IX \\ c \\119+00 1- ry N \\ + \\ \ +00 J1/'1 VITVV•VV / 53.00'R MWHK CL \ INSTALL CAV ASSEMBLY PER CITY PLATE NO. W-5 ALON PIPE LINES 8" GAS LINE '37 3-6" OIL LINES 10" WATER LINE � 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' 22+00 24+00 CTY OF BAKERSFIELD, CALIFORNIA 26+00 28+00 30+00 32-x-00 -412 -408 -404 396 392 0 File Name., Water Plans Drawn: MEA POTABLE WATER PLAN & PROF'/LE SHEET NO. PUBLIC WOR S DEPARTMENT gab No.: 108-23.1 D Engineer. hiP Date.- 7/26/2013 Checked B� op A40HAWK 8TREET /MROVEMENM F190M R+OSMALE HK*MAY TO SIENA LANE 29 OF 49 — _ -__ -- - V) ------ N W �h Z 00N 0D O Z W + N - D NM Qa- N > v W LL_ �' -� d (n W N cn - r- � t1)O r, O N°�° N > w � _j Co to W C3 — --- -- - FUT OVE 4 -- I RE GRADE �� CL OF 16 -- -_ — - FINAL GRADE OVER CL OF 16" WATER PIPE M + If) N Q c~n -_ Z _. ---- O— 0 Q < rz� ° = U _ -_- - — ------ --� 412 4 ------ — ---- - _.___-._ _.-_----.___— _ 1, i --_— -- _ __..— I __ _____ __..__ __--. >LL_ m - -65 --- OM" O "+"0 J � M J Q N> < Q LLJ F- J cnw ? _____� O Q - W ---- 00 Lo Z to W +0) J � r7 — N> O <t W t- J ( u>w � -I, O +0)5 CM N>" Q W i - -I cnw z I W J J i .- -� NO c0 + 04)0 O d N> d ur (- J tow. z - W _ Q i— O = Z a O J -Q I-- c0 "+"O O M N> Q w 1- J tl�" (cnwt� ----- --- ,WYE-<, f - cc, co ,� --o _ Oc0 MDQ O O U>- +O "+ 0_jm T- d I' d _1 M> ><LJ W ,. W Q W� F- J Cn F- J Z (n towc�;cnw-Q -- ---� -- -- 0(0 +O d �> Q W �- -I cnw� --- --_ g O LI Q co n , - �; -,-- --� z- t7tf) l,1 c0 N Z N J +O J N't 0 N d Q �> O Q W O Q W F— _l t- J (n W 00 cnw cn v — - Lo .- N + O— > Ld W -- o - I W z �--- J O M C >- J Q W W O No o cn 0o cn �, - 00 cf)� {-DLL_ — W 0) N� Q PO r� > Q W Fa-J0m F- J O U2 W m C� (n W r- ----- �++ W Z r^ vJ V.1 L_ ------- -- — -- -- - j--- 0o j (v I 00 W ~ —-------------�`� d M 0JI Lv O Z W + cn Nro Qai N LaiQ w W � , N _ ..£' I �"`�a.. i _ _ EXISTING GROUNDWA ILR i OVER CL OF 16" WATER PIPE 404 — -- ___ 16" MIN. COVER - 0.00% __- -- ----- -- -- 6" MIN. CLEARANCE -------- I --- N__--------------_.______ — .00 40 P - 396 ' r fv - -------_____—_- I SEE CONSTRUCTION NOTES 2&4 _....__.________---__---._.__- ter. y� _ --- , _—_ CONCRETE ARCH a 00 i - w N [n CULVERT __—__ - _-------- STA: 31+15.76 ELEV:400.82 ±� ----------- --- -� E- z to W SEE CONSTRUCTION NOTES 2 & 4 / Z J V I-� SEE INOTES CONSTRUCTION 2 & 4 392 ------------ ---- -- -- � ..�,.. :Z I INSTALL 619.51 LF OF 16" C905 PIPE - INSTALL 301.09 LF OF � �._ -°� " INSTALL 150.00 LF OF 16" CLASS 350 DIP INSTALL 129.16 LF OF -AWWA -PVC -.-- - 1 ! 16" AWWA C905 PVC PIPElA SEE CONSTRUCTION NOTE 6 .1 16" AWWA C905 PVC PIPE 22+00 24+00 CTY OF BAKERSFIELD, CALIFORNIA 26+00 28+00 30+00 32-x-00 -412 -408 -404 396 392 0 File Name., Water Plans Drawn: MEA POTABLE WATER PLAN & PROF'/LE SHEET NO. PUBLIC WOR S DEPARTMENT gab No.: 108-23.1 D Engineer. hiP Date.- 7/26/2013 Checked B� op A40HAWK 8TREET /MROVEMENM F190M R+OSMALE HK*MAY TO SIENA LANE 29 OF 49 412 - ' i' 396- N&1I Q I ,^ N \_...---- ------ ----- — --/ Qw N o —_ 121+00 120+00 122+00 N I00 1 REMOVE EXISTING FENCE WITHIN MOHAWK STREET RIGHT OF WAY 12 MOHA W > 00 IZ I \� EXISTING FENCE ® TO REMAIN K STREET INSTALL 16" WATER LINE %A\ STA 41+70.00 �N KCWA 42" NORTHWEST FEEDER REGISTERED CIVIL ENGINEER QROF ESS/ pNgl � �c IAN J. PARKS Lu No. 58155 M * Exp. 6-30-14 C! V 1L OF CAi-�F CENTERLINE WATERLINE PIPE DATA TABLE NO. BEARING RADIUS LENGTH REMARKS 11 S3° 09' 52"W 2127.0' 879.69' 16" PVC PIPE 12 N15° 03' 04"E - - - - 51.82' 16" PVC PIPE 13 N89' 59' 55"E - - - - 18.87' 16" PVC PIPE N s o 12 13 I I � .--_ �- 73 O f 00 1200 ®TEST STATION WV `,` S ` -•.� 1 32+ C `�71.26R MWHK CL 1 CONNECT TO EXISTING 16" BFV CATHODIC & INSTALL METERING/FLOW PROTECTION CONTROL STATION VAULT I STA: 41+70.90' WL } STA:128+08.34' 71.26'R -CL MOHAWK —412 396 392 0 20 40 80 Horiz. 1"=40' Vert. 1 "= 4' 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'-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. 5. STATION AND OFFSETS ARE FOR PIPE CENTERLINE UNLESS OTHERWISE NOTED. ELEVATIONS IN PROFILE ARE TO THE TOP OF PIPE. 34+00 36+00 38+00 40+00 42+00 REVISIONS I- ) 7Sff ® 8-15-13 ADD FENCE REMOVAL 8-15-13 SHOW EXISTING WATER FACILITIES File Name. Water Plans Drawn: MEA POTABLE WATER PLAN & PROFILE SHEET NO. CITY OF —BA KERSFIELOr CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-23.10 Engineer: IJP Date: 7/12/2013 I Checked By. lip A4oHA wK STREET #AwvL=mEAfm Fficvw ALE Hi Ck WAY TO SENA LANE 30 OF 49 STA 41+36.00 N o ELEV 409.1 HORIZ BENDS- ENDS+0 +016" X 10" REDUCER, 10" GV W— -- d� STA 1+67.00 C FUTURE GRADE EXISTING GROUND - _. — �_ __ _ a W ELEV 408.8 OVER CL OF 16" OVER CL OF 16" - W w o /-' 16 90` BEND FINAL FINAL G ADE WATER PIPE WATER PIPE 16" 1.0" REDUCER - W OVER C OF 16"10" V WATER_ PIPE � _.. I CAV kSSEMPLY + 4. ate, ..;� �. - 85% ui2. o 0 0 LQ -._... q1t co AC m- cfl- a + �.. c� Gw +0 . C) w_Z J > > zF- I a... zV) _ .... F- W FQ— i (n W U W INSTAL 816.00 LF OF 16" WWA :905 PVC PIP —412 396 392 0 20 40 80 Horiz. 1"=40' Vert. 1 "= 4' 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'-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. 5. STATION AND OFFSETS ARE FOR PIPE CENTERLINE UNLESS OTHERWISE NOTED. ELEVATIONS IN PROFILE ARE TO THE TOP OF PIPE. 34+00 36+00 38+00 40+00 42+00 REVISIONS I- ) 7Sff ® 8-15-13 ADD FENCE REMOVAL 8-15-13 SHOW EXISTING WATER FACILITIES File Name. Water Plans Drawn: MEA POTABLE WATER PLAN & PROFILE SHEET NO. CITY OF —BA KERSFIELOr CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-23.10 Engineer: IJP Date: 7/12/2013 I Checked By. lip A4oHA wK STREET #AwvL=mEAfm Fficvw ALE Hi Ck WAY TO SENA LANE 30 OF 49 -1 19?,0FESS/, PROVOST& t I E, %ILL/ T T. L I a8191°�3 wi ���� FRIG, STA: 41+77± PRITCHARD REffT�REO bVIf-ENGINEER No. 75680 'tzl An Employee Owned Company CP EXISTING 42 1800 30th STREET, SUITE 280 CIV i\ BAKERSFIELD, CALIFORNIA 93301 NORTHWEST FEEDER 661/616-5900 FAX 661/616-5890 www.ppeng.com OF- C kk-\� r EXISTING EXIST. 16" FENCE PIPE CONNECT TO EX. 16" PVC WITH EX. MOHAWK ST EXIST. 16" C.I. M.J. SLEEVES BFV CONSTRUCT CLASS "A' GROUND R/W ANGLE AND DEFLECTION NOTE (TYP. BOTH SIDES) BEGINNING AT STATION 41+41, CONTRACTOR SHALL THRUST BLOCK INSTALL FITTINGS AS NECESSARY TO ATTAIN A 75* (2,500 PSI MIN. ANGLE AS SHOWN. JOINT AND FITTING DEFLECTIONS TEE W/ FIELD 16 COMPRESSIVE STRENGTH) SHALL BE IN ACCORDANCE TO MANUFACTURERS INSTALL 16" DIELECTRIC INSULATING LOK GASKETS SPECIFICATIONS. CONNECT TO 16" PVC WITH GASKET KIT. SEE NOTE THIS DETAIL 26 flip EXIST. MARKER - LENGTH E DETERMINED IN FIELD C.I. M.J. SLEEVE 16" PVC PIPE 5.5' TYP. BASED 0 EXISTING CONDUIT LOCATION EXISTING 2-90' ELBOWS 16" D.I. CONDUIT A F&I BOLLARDS 5'- 0" 4� 16" PVC PIPE 0 0 32 0 (10 EA) PLAN MEW SECTION A -A x1O" REDUCE R EXISTING VAULT STA: 41+44 CONNECTION CTIO APPROVED EQUIVALENT) 10" FLANGED UNIT (BADGER M20DC[ OR, SCALE: 1 X 10 MAG METER W/ RE -MOTE -on EXtSTW ROSEDALE HWS WATER MAIN CO N 5 CONWT' 16 x10 REDUCER COUPLING ADAPTER > .?'-8" MIN. A STUB UP AND _'�7EXISTING 16" 45* BEND X-/ 2'-6- M) A& 10" D.I. FLOW GV A TERMINATE IN R/W RR 10" D.I. I - 'A, 1 0,,"D� TEMPORARY JUNCTION BOX Lu PROPOSED WATER MAIN. 0 2' MIN. 90* ELBOW PIPE SIZE AND TYPE AS SHOWN ON PLANS. C*4 PG&E METER ,X� y 10" GV STA: 41+65 AND SERVICE 16" 22.5* BEND 10" CONTROL VALVE BY OTHERS A. (CLA-VAL 131 SERIES OR V. APPROVED EQUIVALENT) STA: 41+64 (3.5'. RT) �S; F&I COMBINA11ON AIR VALVE 16" MJ ADAPTER ASSEMBLY PER CITY OF r V o BAKERSFIELD PLATE NO. W-5 STA: 41+41 F&I 2-1" PVC L CONDUITS 0 :H 0 k 0 v ^C14 PROPERTY LINE v RTU ENCLOSURE AND CONCRETE SLAB BY OTHERS NOTE CONTRACTOR IS TO ASSEMBLE THE 16" DIELECTRIC INSULATING FLANGE AND TEST THE UNDERGROUND CONDUITS RESISTANCE BEFORE FIELD INSTALLATION. UPON COMPLETING THE INSTALLATION, CONTRACTOR SHALL VERIFY THE LOCATION AND v BACKFILL THE PIPELINE AND PERFORM STRUCTURE -TO -SOIL POTENTIAL TESTS OF THE UNPROTECTED PIPE WITH THE CURRENT APPLIED AND INTERRUPTED TO DETERMINE IF F&I OLDCASTL- PRECAST DEPTH OF THE EXISTING CATHODIC PROTECTION CONDUIT PRIOR TO CONSTRUCTION. ENGINEER STRAY CURRENT INTERFERENCE EXISTS. IF THE UNPROTECTED PIPE IS SUBJECT TO 6'X8' I.D. CON RETE VAULT OR SHALL BE NOTIFIED IF SAID CONDUITS ARE IN STRAY CURRENT, NOTIFY ENGINEER FOR FURTHER INSTRUCTION. TESTING MUST BE APPROVED EQ 111 AL CONFLICT WITH THE VAULT AND/OR PIPING. PLAN MEW DONE BY A QUALIFIED CATHODIC PROTECTION CONTRACTOR. F&I OLDCASTLE STEEL 1/4- PRESSURE CHRISTY N36 UTILITY BOX VALVE BOX AND COVER PER CHECKER PLATE, PARKWAY, RELEASE PET VITH SILLL 1RAFF1" R CITY OF BAKERSFIELD APPROVED EQUAL EG C14 BOLT DOWN COVER OR STANDARD PLATE NO. W-12 APPROVED EQUAL 'COCK EL=411.0± 6" 1 EXISTING GROUND OR PAVED SURFACE FLANGED . . . . . . . . T=77 7-- - - - - - - - - - - - - - - - - - - - 7 ---- 6 — — — — — — — — — - 6" MIN COUPLING F&I 16"X6" FLANGED M.J. ADAPTER 10" MAG SEAL VOIDS USING REDUCING TEE AND 6" MIN. METER n 2-16 MEGALUG ADAPTER NON -SHRINK GROUT Co C> 0 2' EL=407.5± 40-0" ul 4" COMPANION FLANGE 2i WITH 4" CAM & GROOVE FITTING ADAPTER x MIPT ui ui W" Lu co WITH LOCKING DUST CAP. F&I PIPELINE PRODUCTS PSG-11OF GALVANIZED PIPE SUPPORT OR > APPROVED EQUIVALENT(2 EA) No= CUT TO APPROPRIATE LENGTH IN FIELD 6" CAM & GROOVE FITTING ADAPTOR SHALL BE DRILLED AND TAPPED AS REQUIRED FOR PRESSURE RELEASE PET COCK. 4" DIP SHAFT KNOCK OUT 12"0 DRAIN BACKFILL WITH EL=403.0± EXTENSION HOLE. F&I GRATED COVER 1 rX 3/4" DRAIN ROCK AS REQUIRED PIPOPOZEDANDTTYPEAAS INSTALL GRAVEL ON NATIVE - - - - - - - - - - - - - - - - - - - - - E SOIL COMPACTED T6 95% MIN F&I PIPELINE PRODUCTS PSG -110S - - - - - - - - - - - - - - - - - - - - - 6"X4" REDUCER SHOWN ON PLANS. RELATIVE COMPACTION GALVANIZED PIPE SUPPORT OR 4" FLANGED APPROVED EQUIVALENT EL=401.2± GATE VALVE (CUT TO APPROPRIATE LENGTH IN FIELD) 4" DIP 2-90' 4" 90' ELBOWS ELBOW SECTION A -A D. 0.5% MIN. FALL 4" DIP rA NORTHWEST FEEDER., CONNECTION & METERING FLOW CONTROL STATION THRUST BLOCK PER CITY OF 31 SCALE: 1 2' EXISTING 42 BAKERSFIELD STANDARD THRUST BLOCK PER CITY I PLATE NO. W-2 SECTION A -A NORTHWEST FEEDER OF BAKERSFIELD STANDARD PLATE NO. W-2 BLOWOFF ASSEMBLY 1" 2' rC REVISIONS v_TvT `R D.I. _L 0!4 SCALE: 1 1 8-15-13 RELOCATED BOLLARDS BASED ON CITY OFBAKERSFIELD, /-%A File Nam e. Engheer: ASSUMED COND IT LOCATION L IFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-23 10 ir/JP PO TA BL E WA T ER DE TA /L SHEE T 1751 SHEET NO. Dote Pecked By. ljp MOHA WK STREET IMPROVEMENTS FROM ROSEL)ALE HIGHWA Y TO SIENA LANE 1 31 OF 49 GUTTER CENTER STREET FLOWLINE PIPE TRENCH RIGHT—OF—WAY sEE PLAN 2' TYPICAL IMF NA77VE BACKFILL COMPACTED TO 909 RELA77VE AT MAXIMUM DRY DENSIrY, EXCEPT AS MODInED BY SPECIAL PROVISION. 95X WHEN IN STREET R/W. * METALLIC PIPE IDEN77FIER TAPE. SELECT MATERIAL COMPACTED rO 85X RELA71VE DENSITY. TRENCH ZONE COMPACTED TO 85X MIN, REL A77VE DENSITY. EXCAVATE TO CLEAR PIPE BELL ** I *# MIN. 1MIN, 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 NO TES, 1) WATER MAIN SHALL BE LOCATED 2` FROM RIGHT—OF—WAY WHEN POSSIBLE. 2) 1N PAVED AREA MINIMUM COVER SHALL BE MEASURED FROM LOWEST GUTTER FLOWLINE GRADE. 3) IN PAVED AREAS, SPECIFICATIONS FOR STREET S7RUCTURAL SECTION, OR PAVEMENT PATCHING SPECIFICA77ON SHALL SUPERCEDE BACKFILL AND COMPACTION STATED. 4) SPRING LINE TESTS REQUIRED ON 12" & LARGER PIPE DIAMETER. WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA STANDARD PIPE TRENCH APPROVED: PLATE No. 8! Z41/ W— MAN AGER - WATER RESOURCES DEPARTMENT DATE REV, 1-27-11 CAST IRON LID TO READ "CITY OF BAKERSFIELD WATER" FINISHED GRADE --- CAST CAST IRON 12" VALVE BOX W/CAST IRON LID TYLER PIPE OR EQUAL. SIDEWALK OR PARKWAY CAST IRON LID TO READ "CITY OF BAKERSFIELD WA TER" CAST IRON SUPPORT RING --- SAWCUT A.C. —/ A " PAVEMENT #4 REBAR REBAR i A = e o PAVEMENT AREA ro REDWOOD BLOCK 2 XS X18" TWO PLACES NOTE: FINISH CONCRETE SLAB 114" BELOW A. C. PA VEMENT PAVEMENT SURFACE OR FINISHED GRADE 2'x2' SQUARE CONCRETE SLAB CASTIRON 12" VALVE BOX W/ CAST IRON LID TYLER PIPE EQUAL. WATERLINE OR � WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA VALVE BOX DETAIL K;L APPROVED: PLATE No. I PGI/ W-12 MANAGER - WA R RESOURCES DEPARTMENT DATE REV. 1-27-11 22 1/2' ELL 90' ELL TEE 14 CROSS VALVE ANCHOR NOTE'S. 1) ALL VALVES. FITTINGS, AND DIREC77ONAL CHANGES ARE TO BE HELD IN PLACE BY CONCRETE THRUSTS ®LOCKS. 2) BEARING AREAS INDICATED ARE BASED ON ALLOWABLE SAIL P SSURE OF 1500 PSF. 3) CONCRETE IS NOT TO BEAR AGAINST PIPE. THRUST BLOCK TO Oft Y BE IN CONTACT WITH FIT77NG 4) THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED S 5) JOINTS SHALL BE KEPT CLEAR OF CONQRE7E: WATER RESOURCES DEPARTME T CITY OF BAKERSFIELD, CALIFO NIA THRUST BLOCK DETAI r....__��. 1 � a�aa�� I PLATE NW_ 2 1 MANAGER - WATER RESOURC DEPARTMENT T—o"p'rF REV. 1-9-09 0 1 = 1 EXISTING SURFACE 36" NOTE THRUST BLOCK SCHEDULE f AIR RELEASE @ HIGH POINT BEARING AREA IN SQ. F7. :70 SIZE (INS) IEE, VALVE. REDUCER. W. CROSS • w aL of HYDRANT 4S ELL 111W ELL 11.25' ELL 8 4 8 3 2 1 8 8 11 8 1 3 2 10 12 17 e s 2 12 171 24 137 3 18 30 43 23 121 8 NOTE'S. 1) ALL VALVES. FITTINGS, AND DIREC77ONAL CHANGES ARE TO BE HELD IN PLACE BY CONCRETE THRUSTS ®LOCKS. 2) BEARING AREAS INDICATED ARE BASED ON ALLOWABLE SAIL P SSURE OF 1500 PSF. 3) CONCRETE IS NOT TO BEAR AGAINST PIPE. THRUST BLOCK TO Oft Y BE IN CONTACT WITH FIT77NG 4) THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED S 5) JOINTS SHALL BE KEPT CLEAR OF CONQRE7E: WATER RESOURCES DEPARTME T CITY OF BAKERSFIELD, CALIFO NIA THRUST BLOCK DETAI r....__��. 1 � a�aa�� I PLATE NW_ 2 1 MANAGER - WATER RESOURC DEPARTMENT T—o"p'rF REV. 1-9-09 0 1 = 1 EXISTING SURFACE 36" NOTE f AIR RELEASE @ HIGH POINT :70 m e ZVO u) R3 sato ` V O U a OLA O �C4 w 2 v� ! z A Q A Z 40.0 Z3— w� 4j �—j4 2540 W _ 00 O or i 00 y:r 00 0. 0 gig 00 !• m Q w WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA COMBINATION AIR VALVE APPROVED: PLATE No. MANAGER -WATER RESOURCES DEPARTMENT�1— GATE 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 ;f: T —T 1- MIN. vD i 6" MIN. A ' 36" 6" CLASS "B" CONCRETE SCALE: 1" = 1' CITY OF BAKERSFIELD, CALIFORNIA � PUBLIC WORKS DEPARTMENT File Name: Job No.: 108-23.10 Date: Drawn: Engineer- IJP Checked By. IJP M-4 N0 01Pi, PROVOST& PRITC HARD mam so 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. RE12137ERED Cl VIL OT�INEER 4ROFESS/pNq`� *ILL/ y� CL- No. 75680 0 �' CIV►\ OF C ALF 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. II L L L Q >A KREBS ROAD m =:LD - COUNTY OF KERN � STATE - OF CALIFORNIA MOI NKWSD - C MUNICIPAL AGENCY CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA. 93301 (661)326-3724 LOCATION MAP WEST 1/2, SEC. 22, 29/27 2, 29/27 AWK STREET EXTENSION GALLOWAY CANAL CROSSING WATER AGENCY NORTH KERN WATER STORAGE DISTRICT 33380 CAWELO AVENUE BAKERSFIELD, CA. 93308 (661)393-2696 B -1 THE BENCHMARK FOR THIS PROJECT IS USC&GS BNI DISK IN SIDEWALK © E. END OF THE CALLOWAY CANAL BRIDGE © THE WEST END OF THE NW RETURN OF FRUITVALE AVE. & ROSEDALE HWY, STAMPED "A 1208 1970" WITH NAVD 88 ELEVATION = 399.97' AS PER THE NGS DATASHEET FOR "A 1208" B -1 TOP OF BRASS CAP AT S.E. TOP OF POST ON CALLOWAY CANAL WEIR APPROX. 850' NORTHEAST OF MOHAWK ROAD E EVATION = 399.81 - CITY OF BAKERSFIELD DATUM S BTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN C LLOWAY 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--'2 SEE MOHAWK STREET EXTENSION PLANS. 33. TITLE SHEET/GENERAL NOTES 34. NOTES 35. CANAL HYDRAULICS DESIGN — CANAL PLAN & PROFILE 36. CANAL LAYOUT 37. 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 42. CONCRETE TRANSITION PLAN & PROFILE — UPSTREAM (EAST) END 43. CONCRETE ARCH DETAILS 44. CONCRETE ARCH DETAILS — EAST AND WEST ENDS 45. FOUNDATION PLAN AND DETAILS 46. FOOTING DETAILS AND TRANSITION SECTIONS 47. CUT—OFF WALL DETAILS 48. CONCRETE ARCH DETAILS 49. CONCRETE ARCH DETAILS QRpFESS/pN� Lic. No. 40,0311 * Expires 12/31/13 QF C A' VICINITY MAP PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 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 a 40031 EXP. 12-31-13 7 �5 3 DATE qr T �Ngko � W N 0 J Z W W r' _ LL :DM z cy) C) W X � U W Q Q U � z w = � Z (n LL, m XILL W 0 N �j N i o iLd O z L.L 0 �- W Q � W U L Q m J Q co U 0 Z 61J U) O ry X � U � � J Q w = � Z (n LL, V Lu 0 N �j N i o iLd O z z Of O ti > Y Q O Q J Q r CG U O m J Q w U u z X X x Lu 0 N �j N i o iLd O z z Of O ti > Y Q O Q J Q r CG U D m O w a Lil J i z �i � Y U _ z o 0 1") 0 � 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 t 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. 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 LOST 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 BORNE BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY FOR THIS SECTION WILL NOT APPY 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 FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWING OR SPECIFICATIONS, HE SHALL 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 WANTS THE ENGINEER TO PROVIDE SLOPE STAKING, HE SHALL HIRE THE ENGINEER TO PERFORM THIS SERVICE AT THE CONTRACTOR'S EXPENSE. 32. ENGINEERED FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE PRELIMINARY SOILS REPORT PREPARED BY: KLEINFELDER. DATED FEBRUARY 21, 2013 AND MUST BE COMPACTED TO 90% MAXIMUM RELATIVE DENSITY. 33. ALL REQUIRED OVER -EX AVATION 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 CONCRETE CANAL LINING SPECIFICATIONS. CONCRETE USED SHALL ME REQUIREMENTS: NING ALL BE IN ACCORDANCE WITH THE OR EXCEED THE FOLLOWING FOR STRUCTURAL CONCRETE', CONTRACTOR SHALL USE A MINIMUM OF 6 SACK MIX D SIGN WITH A MINIMUM 28 DAY STRENGTH OF 4,500 PSI. FOR NON-STRUCTURAL, STEEL REINFORCED CONCRETE, CONTRACTOR SHALL USE A MINIMUM OF 6 SACK MIX DESIGN WITH A MINIMUM 28 DAY STRENGTH OF 4,000 PSI. FOR NON -REINFORCED CONCRETE 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 PECIFICATION 72 FOR PLACEMENT METHOD B - FOR FACING OCK 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 CONCRETE ARCH SPANS REINFORCED CONCRETE CANAL 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. FI LL 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, AFTER EXAMINING THE PLAN, SOILS REPORT AND THE SIT TERRAIN, PREPARE HIS ESTIMATED EARTHWORK INDEPENDENTLY OF THE ENGINEER'S. THE ABOVE QUANTITIES ARE FOR THE CANAL PORTION ONLY. SEE MOHAWK ROAD PLANS -OR ADDITIONAL EARTHWORK, INCLUDING ROADWAY, CANAL ACCESS 4AMPS, ETC. o z � � CU z FILL DIRT REQUIREMENTS o ° 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. FILL DIRT SHOULD BE FREE OF POLYNUCLEAR AROMATIC HYDROCARBONS, POLYCYCLIC AROMATIC HYDROCARBONS, PETROLEUM HYDROCARBONS, TITLE 22 METALS, BENZO(A)PYRENE, AND f°►y DIBENZO(A,H)ANTHRACENE. IF FILL DIRT IS SUSPECTED (DUE TO THE SOURCE OF THE DIRT) TO q CONTAIN ANY OF THESE, FIELD SAMPLING AND ANALYSIS TO IDENTIFY HAZARDOUS COMPOUNDS AND co THEIR CONCENTRATION IN THE SOIL AT THE SITE SHALL BE PERFORMED AND A HUMAN HEALTH SCREENING co � z 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 Cc q Cc 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 p CITY SHALL BE PROHIBITED FROM PERFORMING ANY CONSTRUCTION OVER THE WATER N 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 Q DISTRICT'S REASONABLE SCHEDULE AND APPROVAL. J W W D O U) W Q W U z Q m X _W LL � LL O 1--W r W Q �-- Cc U v_. QRpFESS/pN� x w � z W Lic. No. 40,0311 o o N * Expires 12/31/13 * N 1 •, o v_. QRpFESS/pN� x w � z W Lic. No. 40,0311 o o N * Expires 12/31/13 * N o o q� CIVIL �� F OF J Q > z p U CAy�F° w z opoLLJ J. S TA• 1;7;7t46 FRU/'TVALE HEAD WALL 174,00 00 ZZZ 72+00 177+00 170+00 16 @+00 ......... VALE WEIR ---------- m m � '77- -7 \N\l 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 joe7l NORTH 0 200 400 600 SCALE: HORIZ. 1"-200 VERT. 1 —4 0 . . .. . .. . .. . .. . . . .. . .. CANAL STA . ... ................ ..... ROAD STA - 117-t- 1'5;7+98 65 MORA WK - ,5 4 52 MTA. 128+ NKLF-P 77+ C? CALLOWAY CANAL PLAN LIMITS OF CANAL CONSTRUCTION vvt/R I QRpFESS/p�\ Li c. No. '031 Expires 31/13 QVI\- UP C A�-�F/ 0 w -j -i u- 0 uJ w • LL Z cv) (/) LLJ 0') fl� > CL ui < < Z z z < H� < W u— u- 0 :2 (f) ry c) W < Z Lo to c r) .j LiJ LZ L) _j w -j V) LLJ u- 0 0O • O C14 06 0 I-- U) U) z Lfi 0 CL c\j Z j z _j < z D co C) Lij :2 uj v c) ui < Z C) to c r) .j LiJ LZ _j i Z V) LLJ 0O LLJ O C14 Lli 0 I-- N Lfi o U) c\j Z j _j < D co C) Lij :2 v c) ui < Z C) to c r) C) LiJ LZ / J% 30 X f:•':�;�3:: f�::{:r':i'�`i�' ';'i.'•,'.'i'rf,'::.f''i:.�. itl•: > � / // / ,11,.1'•;:`1 J lrf':/` ''S%%Jf�: ffr r / ?'i'J/:•:�:;i�<�!��;I'. '''.v4 �'. `:. 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V "• LEG:i;::?i.:i• END / -N- NORTH 0 30 60 90 SCALE: 1" = 30' N OTE: SEE SHEET 13 FOR CANAL L RAMP PLAN J 1 P a v E M E TAT ACCESS C E S S RAMPS N O MAINTENANCE I N TE N / / / o / / n O ff!?::i';::•:l :irf jri%:r£v:.i'':iF:.r;; a a AREA •%v!%: r'y: •:{"•'i •:•i':r��i'F' � .Yl4f'F:: / O // R..'�%•'yj:;'`::•��?':i:i;:.`J•Yiir;':%<'F:.F. ••':trf`i"lr%•b ..°?'r. jrfl,!•:.3/,`•'•:•if::'!l.•:,,!ic O K ,:i:r,',•,}.,?:,+.:1.;::5' O Q fy?'•'?• ri•;:`•.:'.r:.i •:•.l fl !,%:•: - •" ri'%r f Y"iiyi:is�F•:r:f/r.•i.:r,.;.,?.!'i:'l.•::.. �) 17 / / 0 / / i::;ff4i'S''J,:: �!i::lr/f•�%ii%•'••• : i'i:::ti?:::•:u: •J'f..::%ilri": :l!?l,.;;fii::i O J o�c7 "•J.•::.i:i<'!.:,i:::`,.<. :.:;.:r.r:i:/'r:,.:!;y;;:?:>:•'.`;.::.'i:;i::;r::.>:::..:.,;.:.:.r..,.;r;.1;i,;¢i? .;/!;,.i%i: j.r/r:.r.!:',::r,•,, ,.:,.r.:;r:<i:':':%r.::i.::.?i.f ?:«::;/:•''i:�':.:•r%:�•:.�.: r ,> .E• i<::ii �•.••> P� GpNP NOT i%:: -F>:- EL EVATION S SHOWN 0 WN ARE CITY 0 F B A K ERSFIELD DATUM/ r \� : f' -!r;;.::` �` }"'•• :i:;„i:,.;.:••:`��;'.:il>.:,.:'::::?:::::/�'><::i:?r`'SUBTRACT 0.17 TO ALL ELEVATIONS. TO OBTAIN / }'r`#;,iri rill °:;:,•• 'f' S%%r'�f::;i%��... CAL L / '••, f ,;'.,�'......":.:•.r.?,;.. ,:.,.... CANAL(N.K.W.S.D.) DATUM r^""':'i/i.�llJJ,•i'1..: 'i::l.:^,i:iii:j�%'>:%:I'`?"•: ?+ii'•:• x z CANAL LL_ / / /'„{•r:?�.:`:'`lr:.yis:r%::i'r.'2lll:{:i:•i•;9•''i••'' 'i;;:':::::+,'!. F;i?: / / / / / o� :f?1�'rj�/is%•f:•,ii:;�<:,:'i$:`;: �<?!?i::` 1 25.5' 150'< 25.5' m 0 I Q N + o' _I z w W z LL Z) M C) W 0 N U N W Q E -- c Z � Q Q J --.� LiJ X b U z MM� _W u_ OW v / r- ® vW i Lo Q U oQ /� ,� `��Q, / 1 — — — — — — — — —397.00 ,HIGH WATER — 3: U < ob I _ CANAL ,IRT NVE / O I 3: a TYPICAL CANA L SECTION �J Q / SCALE: 1 "=10' i NOTE: ' IF ADDITIONAL DIRT IS TAKEN FROM CANAL BEYOND GRADING LIMITS SHOWN ON PLANS, ;- o0 / 1 THE CANAL SHALL BE GRADED TO TYPICAL CANAL SECTION SHOWN ABOVE, WITH A 100 FOOT TRANSITION TO EXISTING CANAL AT THE OUTER ENDS. X I ROFESSj� t I Q N + o' z z UJ coo Lic. N 40,031 CANAL LAYOUT o w 0 N U N o oco E -- c J O z Q p m v Q J --.� oQ /� ,� `��Q, / 1 — — — — — — — — —397.00 ,HIGH WATER — 3: U < ob I _ CANAL ,IRT NVE / O I 3: a TYPICAL CANA L SECTION �J Q / SCALE: 1 "=10' i NOTE: ' IF ADDITIONAL DIRT IS TAKEN FROM CANAL BEYOND GRADING LIMITS SHOWN ON PLANS, ;- o0 / 1 THE CANAL SHALL BE GRADED TO TYPICAL CANAL SECTION SHOWN ABOVE, WITH A 100 FOOT TRANSITION TO EXISTING CANAL AT THE OUTER ENDS. X I ROFESSj� t I Q N + o' z _ W Lic. N 40,031 CANAL LAYOUT o 0 0 N * Expires 12/31/13 N o oco 07VIL N O z Q p m v OF C P, LiJ °' J b U z o)o� NOTE: ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM 141+00 1 40+ 00 1 39+ 00 cr) rn W 1 38+ 00 W 1 37+ 00 1 36+ 00 LL LL Z) z Co �w W � � z co44w X .......................... 408 8 W MOHAWK STREET Q U DESIGN z w p® w m .......................... ........ ....................................... ................. . W z �U) W .�........................... �W 406 LoQ Lli U) � N 405.21 � O m U z o ti ,......................................................................... J Q .... ................................1-.... ......... Cil cn ... _ _ .... 404 00 V,(O/ 0:� ... . ... .............. Q Q � Q...._O Q . ............................... N Ld 0 /1 (l GRADE 100' TO MATCH EXISTING _.. CANAL / ROAD CROSSING PROFILE SCALE: HORIZ.: 1" = 20' VERT: 1 " = 2' w/ .............................. -388 GRADE 00' TO ........................... MATCH EXISTING ��4- .386 384 382 i� �.l-IiSy 0 q cr) rn W v,LLJJ O W cn cn LL LL Z) z Co �w W � � z co44w X W Q Q U z w p® w m XW U U�u- �U) O �W LoQ Lli O N 0 W v,LLJJ O W W� LL LL Z) z M cy) (/) W � � X W Q Q U z Q p® m XW U U�u- �U) O �W LoQ Lli O x m U �1 W v,LLJJ O LL � U a J Q � � X � V ry t -- =aQ �z O U J Q U z X t -- X LA O x z o 0 0:� O Q N Ld 0 N z Q D m p w mi W Z Y z C) � _ Ld a O cn 0 U LL � SECTION THROUGH CENTERLINE OF CONCRETE ARCH ALL ELEVATIONS SHOWN ON THESE CROSS-SECTIONS ARE BASED ON C.O.B. (CITY OF BAKERSFIELD) DATUM. TO OBTAIN CALLOWAY DATUM,, LOWER ALL ELEVATIONS BY 0.17 ALL CANAL STATIONS SHOWN ARE N. K. W. S. D. CALLOWAY CANAL STATIONS yI U __................._.:.._.� ................... �4 So ................ 4 ....; ..... 40� 4G ....;.................. .................. ......................................;.......... ;............:............: _ ...........................:........... - ........................................:.................:............:.......... ........... _ . . —410 405 ................. F� ............. .......................;.................;....... . ......... W 400: ................................ ................... ......... ... ....... .......... . ACCESS.....RAM.P................. N F T Gp ......... ..Q...... .....>....... /;.. . / w 10.63 . ��......:...�. `o............._....... ..........<..................:...............:..................3�.:................;........_.. ^� . C7 ........:............... .......... ................. ......... x..45. ............. .. �.. ..........:::.............: � 0:63 �.:...... r.. ............ .. . _.. _. 9.2 : F ACCESS RAMP ... 4... o .� . . -4 0 5 r .. 0 ©...,............................... ................ .......... ........... ......... ............................. ...:..............:......... _ _ _ - .......:...............:.................:..............................:............:.................:..................;...............:................:.............. m : --- ------- -400 ..............................:..................:...........:. 9 5 ..... ......... ..:..,- :. ........................... __ -_ _ ........ ....;.._......... . ........ ..; ........... 7 •cx __ ___--____ 397.13 f-1fGH WADIRTFER _� __--- --- - t.. ;.... �......>.. ROAD W W ............... .......... ..... J...- ............ ->. -_ _ a' ..L.......... �:-.. _ J - 3 95 390 .. . ....... _.... _ w �, - -390 389 8.....C.,IAL._fNVERT :.........::::::.:........:;` 385: ..............:.............. �----� 7 i ::..................:. ............ ....... —120 —100 —90 —80 —70 —60 —SO —40 —30 —20 —10 0 10 20 30 40 SO 60 70 80 -385 117se 0 'mmmwmwh� G) z z cy) rill 0 A� H W W H w� �o zcy) W < U z �w �ILL w oQ �in U) U) O Of U J z U w O U w O fry U z U G f� co c' J rVc Y Q M r I N O N MPJ � O W u� C N 0 N z W � Q i m U m O W w N Z Q Y Z A� H W W H w� �o zcy) W < U z �w �ILL w oQ �in U) U) O Of U J z U w O U w O fry U z U G f� Z V ! W Y Q M r I N O N LLi � O ' u� C 0 N z J Q i m U m O W w Z Q Y Z H oVnc) Q W W / s" q CANAL Ain STATION 139+05.32 (&WEST TRANSITION AT 1:25:1 SIDE WALLS 410410............................... co CD q o rn ............. _. z cn _........ ........ ... ........................ ............. .......... 71� 405 ........................_.:...............:........._..� EX.IS.TIN.G....G.R.O.I�.Np.:.............................:.................:.................:...........ca.............................................. o �................... z _ �: .........:. _ Z�$.45 ................ ..................:.................;..................................................:....................; _ .............. ...:...................CANAL.........:.................:................:....... ... ... 3gg::.; ................._...........: o... .. e z _Q�:_G II 4 05 ' ... ....... ................. ..........._............__. ,... g. pp ...................... . _.:.. 9_ 3..SiAk.....r. x z o_.. �............. J......... �................. ,T�� ,........ ... :....................25,.5........... _ .......... T 0 P ,...... .._....................... , . 50.... ....25.,g...;................;.............: .z...... ... t� _ J........ ............. G . 3.9g ......r �� 0 c� ... 0 0 ,� ACCESS F � ......� .�,..........> o ..........,.......,� ................. _..........:......... ~ Q G. o RAMP J400...... 400 .........:................:................:................;..................:........—.....--.....---.. .................................. r-........:.................................; s—. —: C9 . �.... ___ `-- _-___.......:�--------- --_____-----=-----___--fig ............ 8.94 Hi H WATER : ---L- �--=------�--_ � -_- ---- _ --- —----------- � W DIRT _................. r- ......:...............................:.. cj:� ......................:..................:....... .....:.......................:.......... �. ^� EXISTIN ...., TING ... CANAL. BOTT .................................... M �.. � ✓ ..: N _.. .. .... .ROAD. 395 � O O .......... ;... ... ..... .;.........._::................. ....... ......:._...........;..........................;..................:.............:........:._ Z ... . :........... r 390 _ V.T.. ...... .......... 0] .... ... 6i _........................................................................................... W .................:.. __ .... . CA'NAL 3.._Q..CUT : 389.94 INVERT OFF WALL. :.. Z 385 _......._....................................................._............................_................................. W J U __ ..... ....I......... _.. ............ .............. ...................... ......... ... 80 385 - 100 _: -: 90 80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 p (n 0 U c STATION 139+64.65 4o WEST END OF WEST TRANSITION o v U. O J z Q co CD q o rn o co z cn X o � F - x � � Q� W ~ Q Z W o v U. O J z Q CD z X F - x W ~ Q Z W p = N � W O cj:� N O p O N � O O �j N Z r Q 0] p 6i W Lil Z Y Q W J U Z Q U r S p (n 0 U 50.00' 00 INVERT I' 389.94 INVERT 59.33' 6" THICK SIDE WALLS A 46 CONCRETE CUT-OFF WALL SEE DETAIL 47 TOP OF SIDE WALLS 6" REINFORCED CONCRETE SINGLE MAT #5 @ 18 O.C. E/W 389.36 INVERT w w )�o >.z- o� > U U) Q 398.45 / TOP C 40.67' 4E 8" THICK SIDE WALLS w f - w Lo v Q0 7- 4 o 46 + _ Fob c U w Q 398.45 TOP 12" THICK FLOOR SECTION 7'-0" IN FROM EACH SIDE WALL FLOOR TAPER B SEE DETAIL 42 388.95 INVERT I I I I I I CONCRETE I ARCHES i i I I I I I I I j I CONCRETE FOOTING SEE DETAILS, SHEET 46 6 SEE DETAIL B� 6 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 —y B FLOOR SECTION — 6" THICK TO 12" THICK 41 NOT TO SCALE TOP OF BANK RIP RIP -RAP UP SIDE SLOPES SEE DETAIL 2 FEET BELOW TOP 41 UNLINED Q w Ln r ,n U z o Q0 n z WQ ry �roF- C° U + � z Q Q w w� 00 INVERT I' 389.94 INVERT 59.33' 6" THICK SIDE WALLS A 46 CONCRETE CUT-OFF WALL SEE DETAIL 47 TOP OF SIDE WALLS 6" REINFORCED CONCRETE SINGLE MAT #5 @ 18 O.C. E/W 389.36 INVERT w w )�o >.z- o� > U U) Q 398.45 / TOP C 40.67' 4E 8" THICK SIDE WALLS w f - w Lo v Q0 7- 4 o 46 + _ Fob c U w Q 398.45 TOP 12" THICK FLOOR SECTION 7'-0" IN FROM EACH SIDE WALL FLOOR TAPER B SEE DETAIL 42 388.95 INVERT I I I I I I CONCRETE I ARCHES i i I I I I I I I j I CONCRETE FOOTING SEE DETAILS, SHEET 46 6 SEE DETAIL B� 6 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 —y 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 Z CANAL (/)W INVERT -� X..................... . . r%r/ D D D D D l'— 6 „ DEEP ��`�; / i Tx���T% GEOTECH FABRIC 50'-0" AT BOTTOM PER r -, SPECIFICATIONS AND KCWA REQUIREMENTS C RIP—RAP DETAIL 41 NOT TO SCALE CONCRETE LINING CUT OFF WALL SEE DETAIL B 47 �s �so, NOTE: SEE CROSS SECTIONS SHEET 46 FOR REBAR DETAIL UNLINED CANA s \00, 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 PER F\- 0 L5 °SNE 398- 45 IDa g1' \CK SIDE RE\NF TOP . C��ON 46 SEE SE w p,Lt NGR��� 3S9 . o\ OEp C° 65.60 P�� R��NFOR gREp.\� j,d Ik S�pE W 6,, IJ o NO • o\ GRP°� 95 bb - OCG X00 �\ X00 • 6 c' `� C' S @ y F F � . �, �x5 �e� OSag R� ��, �� �� o� Asx � 6Q 2� • �G y 6 � � � � roti s gyp. jA G o)�o x GO © �Q' S 6`S� G� CONCRETE TRANSITION DOWNSTREAM END SCALE: 1" = 10'-0" 0 J CD W W LL Z co (/)W CS) WQ Q U Z Q �® m %< W (L LL 0 Y r- LLI Q u) Z p = U O C� Zw U)0 p% D- w ,J a w �ZZ2 QQ W U 0� Co Q�Z J O ® Q 0 ® Z J Q _j U U CD z X X W � Y Z p = O O s � W z Z Y Q til z o cn o U I I I I I I j CONCRETE v ARCHES I I I CONCRETE FOOTING i SEE DETAILS, SHEET 14 ( I I 41.67' 8" THICK SIDE WALLS � 58.33' 6" THICK SIDE WALLS n LO Y.tu A N.46)+ 46 Q0 398.67 TOP TOP OF SI E WALLS 12" THICK FLOOR SECTION - 7' -0" IN FROM EACH SIDE WALL 6" REINFORCED CONCR FLOOR TAPER SINGLE MAT SEE DETAIL B I #5 @ 18" O.C. E/W 389. 1 6389.58 INVERT /�_ � INVERT 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" ON w w U z Ln z (.0 00 N U 1— + zz � 0Q w� m r- TOP 390.17 INVERT CONCRETE CUT—OFF WALL SEE DETAIL A 47 46 CANAL INVERT Z W 23 0) v (-T\ 0 2 0_� • k CO G � M �G� 0 'D - �' NGRE�MP� G �Yl' � v, o, S cSES p _ >SVER� n (-P00 5� I','�N OR � PpL F� SEE , cr 2 B CONCRETE FLOOR TAPER AT ARCH FOOTINGS 42 TYPICAL 2 PER SLOPE TRANSITION NOT TO SCALE 136 k \ 0 66 ���P / i \� g .58 RGEp R do IN G� / FOR °OR � 6' GRE- MPS G E I REIN Fv Q 0 0()\A E O. 9.16 6 GRED P� EGO 1° 1�o S\NAL 18 � 3NVERT GONG�`r. S„ O Gk � � � � @ .- � 6� � `J G N \ �\ � o m 6 \ � \ 0 38vERT \ y \ I�A yo �, 16 v _ IN� — \ GRADE BREAK 1 �1 iv \ �R�P 4 cn 38gERT G ONGRE P\�"S' FL°OR E� P\�' g2 SEE 0 S~�E 0 98.67 40.44' TOP 8,; THICK SIDE WALL SEE SECTION -B-- FOR REINF. 46 NvER� SNF °RG�� � „ RE W P W SONG � MPS O G . E I S\ 4G @ 1 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 � \ X 39_.67 TOP "m 17S" Y III F- I c0 U O N U z = � Wn, m Z 398.67 TOP I I I I I I j CONCRETE v ARCHES I I I CONCRETE FOOTING i SEE DETAILS, SHEET 14 ( I I 41.67' 8" THICK SIDE WALLS � 58.33' 6" THICK SIDE WALLS n LO Y.tu A N.46)+ 46 Q0 398.67 TOP TOP OF SI E WALLS 12" THICK FLOOR SECTION - 7' -0" IN FROM EACH SIDE WALL 6" REINFORCED CONCR FLOOR TAPER SINGLE MAT SEE DETAIL B I #5 @ 18" O.C. E/W 389. 1 6389.58 INVERT /�_ � INVERT 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" ON w w U z Ln z (.0 00 N U 1— + zz � 0Q w� m r- TOP 390.17 INVERT CONCRETE CUT—OFF WALL SEE DETAIL A 47 46 CANAL INVERT Z W 23 0) v (-T\ 0 2 0_� • k CO G � M �G� 0 'D - �' NGRE�MP� G �Yl' � v, o, S cSES p _ >SVER� n (-P00 5� I','�N OR � PpL F� SEE , cr 2 B CONCRETE FLOOR TAPER AT ARCH FOOTINGS 42 TYPICAL 2 PER SLOPE TRANSITION NOT TO SCALE 136 k \ 0 66 ���P / i \� g .58 RGEp R do IN G� / FOR °OR � 6' GRE- MPS G E I REIN Fv Q 0 0()\A E O. 9.16 6 GRED P� EGO 1° 1�o S\NAL 18 � 3NVERT GONG�`r. S„ O Gk � � � � @ .- � 6� � `J G N \ �\ � o m 6 \ � \ 0 38vERT \ y \ I�A yo �, 16 v _ IN� — \ GRADE BREAK 1 �1 iv \ �R�P 4 cn 38gERT G ONGRE P\�"S' FL°OR E� P\�' g2 SEE 0 S~�E 0 98.67 40.44' TOP 8,; THICK SIDE WALL SEE SECTION -B-- FOR REINF. 46 NvER� SNF °RG�� � „ RE W P W SONG � MPS O G . E I S\ 4G @ 1 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 � \ X 39_.67 TOP "m 17S" Y 0 J 0 W cn � L- Z cc W CF) � Q Q W F -- U z Q � W � DO X A L W O x w r- L W Q 0 J W wo � L- Z cc W CF) � Q Q W F -- U z Q � � DO X w L LL. O x w r- L W Q z w U z x F -- x w LO x ~ z w o r2 � W O N � O r') N 'S Q O O Uj N z > Q (10 J Q :D m L W Z Y z t,.i J � U w UPSTREAM ELEV - 399.66 MIDDLE ELEV = 399.45 DOWNSTREAM ELEV = 399.45 a 405.21 CENTERLINE OF MOHA K STREET AT CANAL CENTERLINE 44.34' OUTSIDE OF CONCRETE ARCH PRECAST CONCRETE ARCH / ---�-- 397_07 -HIGH WATER �- ------------------------------------------------- 13' 0 00 13' 5.58 4.25' 3.75' 0.5' I INVERT 3.75' 4.25' UPSTREAM ELEV = 389.16 -------------- -- ---------MIDDLE ELEV 389.05 DOWNSTREAM LEV = 388.95 1 \ a 4 d c e d a G n 41 <d e FOOTING FOOTING \�--------:SEE -------------- �i 33.50' CONCRETE FLOOR 42' FOOTING DETAILS INSIDE OF CONCRETE ARCH SHEET 46 rA_' CONCRETE ARCH DETAIL AT CENTERLINE INTERSESTION WITH MOHAWK STREET 43 SCALE: 1" = 2'-0" DAYLIGHT AT EXISTING o TOP OF BANK COMPACTED FILL 52.34' LIMITS OF COMPACTED MATERIAL NOTE: ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM BACKFILL DESCRIPTION (AASHTO M 145-91) GROUP CLASSIFICATION A-1 W A-3 — H D Z A -1-a A -1-b UJ SIEVE ANALYSIS PERCENT PASSING (100% PASSING 3" SIEVE) NO. 10 50 MAX. Q U �e N 0. 40 30 MAX. 50 MAX. 51 MAX. NO. 200 45 M AX. 25 MAX. 10 MAX. CHARACTERISTICS OF FRACTION PASSING LL D N 0. 40 0 W w Q LIQUID LIMIT � Q PLASTICITY INDEX 6 MAX. N. P. USUAL TYPES OF SIGNIFICANT STONE FRAGMENTS, FINE CONSTITUANT MATERIALS GRAVEL & SAND SAND GENERAL RATING AS SUBGRADE EXCELLENT TO GOOD 4.00' 44.34' 4.00' FLOWMOHAWKINE SOTRE T 405.2f TOP q.' CANAL � MOH WK TOOF PAVEMENT ET Q CENTERLINE 3.5'± UPSTREAM ELEV = 402.66 TOP COMPACTED MATERIAL DOWNSTREAM ELEV = 402.45 i UPSTREAM ELEV = 400.66 TOP ARCH /DOWNSTREAM ELEV = 400.45 i i i i i \///Y//Y//Y//Y/ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ X& \\ \\ 397.07 HIGH WATER //\/\/\�\�\�\\ ----------------------------------- ------------------------------------ o\\/\\/ P E X I S TI N G GROUND \\/\\/\\ 0 0 \ \//%//\�/�//j�//jam//j�//j�//j��/j//j//j COMPACTED UPSTREAM ELEV = 399.66SOFFIT \\%\\%\\%\\\ T MATERIAL DOWNSTREAM ELEV = 399 . 45 \\ \ \" PRECAST \ \/\/\/\/\�/ /\ CONCRETE AR H UPSTREAM ELEV = 389.16 /\\//\\//\\//\\//\\//\\/ (C 0 N SPAN - SERIES B) D 0 WN S TR E A M ELEV = 38 8.9 5 INVERT (FLOOR) 0 R APPROVED E Q U I VA L E N T ------------i 6 CONCRETE FLOOR < k < CONCRETE N C R E TE F 0 0TC0NCRETE FOOTING P A C TE D, F I L� O O N COMPACTED FILL /j��\ jam\jx /\\�j \/j�xj\//�\x N\\;\� �\� K\ �? WO 0 X /\ X/ �-� 2' OVEREXCAVATE 4.00' AND RECOMPACT 55.50' 4.00' 63.50' B TYPICAL CANAL CROSSING - FILL SECTION AT CONCRETE ARCH 43 SCALE: 1 " - 2'-0" //, Q�pFESS/p�\ q Lic. N .40,031 Expires 12/31/13 clvW_ OF C ALF q M Cc cz) CIO cf) Q4 coco � � W N 0 J j/ ' W W — H D Z � � C) UJ 0 � � W Q Q U �e z 0 Q: J Z o� � XW -j Z a LL D U- 0 W w Q i � Q _ < z O o U j/ ' z z W 0 u, � Lr- U a w � 0 w J Z o� � 0 N Y Z a a 0 U W w Q i m _ < z O o O J W J 0 z 'S Y W J Q 0 U u CD z X I i w Z o� � 0 N 0 0 N � 0 Lij o z 0 r o J J Q i m m LW 7 V C W J 0 z 'S Y W Z 0 U u 44.34' HEADWALL 22.17' 22.17' 0 Lq 1 /4" ELASTOMETRIC JOIN UPSTREAM ELEV = 399..66 _ — -- _ PRECAST SOFFIT CONCRETE ARCH CHANNEL ------------------- -- 397.07 HIGH WATER TRANSITION b SEE DETAILS SHEET 42 g' 5.58' 4.2 5' 3.7 5' 0.5' -------------- —T ---------- CONCRETE FOOTING � I / ----- ---------- 13' Ln ELEV. = 398.66 0 r- 00 W� CHANNEL `< TRANSITION TOP OF WING WALL I SEE DETAILS ELEV. = 398.45 13' �- CONCRETE LINED CHANNEL BOTTOM INVERT 3.75' UPSTREAM ELEV = 3B9.16 33.50' CONCRETE FLOOR 42' SEE FOOTING DETAILS INSIDE OF CONCRETE ARCH SHEET 46 CA_ - EAST END ELEVATION(UPSTREAM �04 SCALE: 1" = 2'-0" 44.34' HEADWALL 22.17' —1/4" ELASTOMETRIC JOINT DOWNSTREAM ELEV - 399.45 -- SOFFIT 22.17' 4.25' PRECAST CONCRETE ARCH -- _07 HIGH WATER \ ----------------------- 397 ----------- -------- CHANNEL i TRANSITION SEE DETAILS 8' SHEET 41 5.58' P 4.2 5' 3.75 0.5' _------------- —T, ----------- —. FOOTING ------ 13' • x --- ° .o • • - . - 13' TOP OF HEADWALL ELEV. = 402.16 TOP OF WING WALL I ELEV. = 398.66 ELEV. = 401.95 0 W� CHANNEL `< TRANSITION TOP OF WING WALL I SEE DETAILS ELEV. = 398.45 SHEET 42 A TOP OF FOOTING x ELEV. = 389.66 CONCRETE FOOTING -CONCRETE LINED CHANNEL BOTTOM -INVERT 3.75' DOWNSTREAM ELEV 388.95 I _ 33.50' CONCRETE FLOOR - 42' :SEE FOOTING DETAILS INSIDE OF CONCRETE ARCH SHEET 46 WEST END ELEVATION (DOWNSTRITAM 44 SCALE: 1" = 2'-0" 4.25' 0 Ln r6 Qo TOP OF HEADWALL ELEV. = 401.95 0 W� LL z Co co TOP OF WING WALL I <<, , ELEV. = 398.45 A < . W Q r6 z CHANNEL �o TRANSI-ION -� SEE DE - AILS W SHE -- 41 0�0� u l 9 L TOP OF FOOTING x ELEV. - 389.45 FOOTING S 0 0 ' #5 REBAR DOWELS, 40" LONG o r--_ EMBEDDED 5" MINIMUM INTO CONCRETE ARCH. METHOD OF EMBEDMENT PER ARCH MANUFACTURER' REQUIREMENTS. SEE DETAIL D 44 NOTE: ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM Q 3:>_ Q _Lj� w U _Ljw r U �0 -Lico L Ln i 5LE SHEE I 46 FOR FOOTING TIE-IN TO TRANSITION rc REBAR TIE—IN TO TRANSITIONS 44 AT CONCRETE ARCH SIDE—WALLS TYPICAL BOTH ENDS OF ARCH STRUCTURE SCALE: 1" = 2'-0" EPDXY EMBEDMENT SHALL BE 5" MINIMUM EMBED DEPTH WITH SIMPSON "SET -XP" INSTALLED PER ESR25088 #5 REBAR DOWELS, 40" LONG EMBEDDED 5" MINIMUM INTO CONCRETE ARCH. METHOD OF EMBEDMENT PER ARCH MANUFACTURER'S REQUIREMENTS. .6 'L I1/ < 0 W , Z p- U<: Q u �,. 0 LL �z, . Loz o t <. 0� U Q <, QCL� 4 </ /4 TIE DOWELS INTO #5 REBAR HORIZ. BARS IN SIDE WALLS 30" MIN. LAP CONCRETE SIDE EMBED 5" MINIMUM #5 REBAR DOWELS D REBAR DOWEL EMBED 44 AT CONCRETE ARCH SIDE WALLS SCAL=: 1" = 1'-0" QRpFESS/p�\ q Lic. N .40,031 z * Expires 12/31/13 clvlL OF C ALF _Z Cn co Ua ®® F. 0 Z W W JW Q = W Q Q V z W �- w n Q�Q O�: z W 0 VO � J Q V z X X W W� LL z Co co C) W m � W Q Q z Q �o 0o x W LLLLO I W w (/) V- ® W v �- Lo Q m U _Z Cn co Ua ®® F. 0 Z W W JW Q = W Q Q V z W �- w n Q�Q O�: z W 0 VO � J Q V z X X w V ) � W � z o I W 0 O N O N I > N z J m Q > I � z YjzW ' U Li W 22.17' 0 Lq UPSTREAM 'ELEV = 399.66 SOFFI T 44.34' HEADWALL —1/4" ELASTOMETRIC JOINT -� 2.17' PRECAST CONCRETE ARCH TOP OF HEADWALL ELEV. = 402.16 TOP OF WING WALL ELEV. = 398.66 -- 397_07 HIGH WATER �\ CHANNEL ,>----------------------- ,------------------------------------------ i TRANSITION i SEE DETAILS SHEET 42 g' 5.58' 4.2 5' 3.75' 0.5' — — — — — — — — — — — — — CONCRETE FOOTING � I � ---------------- _ ---------- - 13' Ln 0 00 13' CONCRETE LINED CHANNEL BOTTOM INVERT 3.75' UPSTREAM ELEV = 389.16 � 33.50' CONCRETE FLOOR L 42' SEE FOOTING DETAILS INSIDE OF CONCRETE ARCH SHEET 46 �� EAST END ELEVATION (UPSTREAM �:4: 4 SCALE: 1" = 2'-0" 22.17' co Ln DOWNSTREAM ELEV = 399.45 SOFFIT 44.34' HEADWALL 2P.17' —1/4" ELASTOMETRIC JOINT ----------- CHANNEL TRANSITION SEE DETAILS `4 SHEET 42 4.25' < TOP OF FOOTING ELEV. = 389.66 CONCRETE FOOTING PRECAST CONCRETE ARCH 397.07 HIGH WATER i----------------------- CHANNEL TRANSITION SEE DETAILS 8' SHEET 41 5.58' 4.2 5' 3.75' 0.5' — — — — — — — — — — — — — `— T ---------- FOOTING ---------FOOTING � f ------ -----SEE FOOTING DETAILS --------------------- 13' Ln 0 00 d p _W LM -, a Co I a 13' -CONCRETE LINED CHA NEL BOTTOM -INVERT 3.75' DOWNSTREAM ELEV = 388.95 33.50' CONCRETE FLOOR 42' INSIDE OF CONCRETE ARCH SHEET 46 B WEST END ELEVATION (DOWNSTREAM 44) SCALE: 1" = 2'-0" 4.25' TOP OF HEADWALL ELEV. = 401.95 TOP OF WING WALL ELEV. = 398.45 0 Lq Qo 0 i� c0 1-6 0 0 #5 REBAR DOWELS, 40" LONG 0 EMBEDDED 5" MINIMUM INTO CONCRETE ARCH. METHOD OF EMBEDMENT PER ARCH MANUFACTURER' REQUIREMENTS. SEE DETAIL/'_D 44 o CHANNEL 'n TRANSITION c' SEE DETAILS d SHEET 41 00 L6 TOP OF FOOTING ELEV. = 389.45 Y FOOTING CC NOTE: ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM Q �w n = �Q lj W ILI D U ,o lj00 D @L Ln SEE SHEET 46 FOR FOOTING TIE-IN TO TRANSITION C 44 REBAR TIE—IN TO TRANSITIONS AT CONCRETE ARCH SIDE WALLS TYPICAL BOTH ENDS OF ARCH STRUCTURE SCALE: 1" = 2'-0" EPDXY EMBEDMENT SHALL BE 5" MINIMUM EMBED DEPTH WITH SIMPSON "SET -XP" INSTALLED PER ESR25088 #5 REBAR DOWELS, 40" LONG EMBEDDED 5" MINIMUM INTO CONCRETE ARCH. METHOD OF EMBEDMENT PER ARCH MANUFACTURER'S REQUIREMENTS. ,. 4 L L Q LJ ry 0 W F -- 0-0 DL z z U< 1 <:2 /n C < V I L < L <, L L < TIE DOWELS INTO #5 REBAR HORIZ. BARS IN SIDE WALLS 30" MIN. LAP CONCRETE SIDE WALL-----,,., EMBED 5" MINIMUM #5 REBAR DOWELS D REBAR DOWEL EMBED 44 AT CONCRETE ARCH SIDE WALLS SCALE: 1" = 1'-0" Q�pFESS/p�\ Lic. N 0, 0,31 z * Expires 12/31/13 CIVIL OF C ALF I- 7S -Y C �o co co p _W LM -, a Co I a W qco z w Q w W U a z W U �e z aH U m X uL� E 0 � ry ry N � W F- _z U) �o w p _W LM -, a w W U) a w� U �Qa w Q w W U a z W U �e z aH U m X uL� E 0 � ry ry � W F- Lo a m m U 2 _z U) �o o U �'. � w -, a w W U) a = w U a w Q w 0OU U a z W :Ej 0 J a U x Lu U)cr y ~_ Q 7 W m _ � 2 W O 0 Cf N N O "� o o z � m U J Q i m o g w z Y z W o�o�� w ry z A �o o w 45 TOP OF FOOTING CD i ELEV. =389.45 N Wl o c Wq << co I KEYWAY 0 I 0 TOP OF FOOTING—� ELEV. =389.45 6" HINGE TOP OF FLOOR ELEV. =388.95 I 0 WATERSTOP Q0 Q0 STRUCTURE Ln r-) Ln r6 0 I Qo "I FLOOR OF TRANSITION TOP OF FLOOR ELEV. =388.95 HINGE - i I � — 0 I TOP OF FOOTING z ELEV. =389.45 - 0 00 LO -1 KEYWAY 0 NG PSL I Lo SEE SHEET 46 FOR FOOTING REBAR TIE-IN TO TRANSITIONS 1 CD n z o o WATERSTOP C011 Emmen ;1mmmommmm REINFORCED I CONCRETE FL00 - - - - - - - - - - - - - - - - w O w � o E - WATERSTOP cnn 0 w M 55-6" 133'-0" CONCRETE ARCH FOOTING < Q 132'-0 NOTE: CONCRETE ARCHESo ELEVATIONS 'SHOWN ARE CITY OF BAKERSFIELD DATUM o- z SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN D CALLOWAY CANAL (N.K.W.S.D.) DATUM FLOOR OFA CONCRETE ARCH SPAN SCALE: 1" = 2'-0" 11'-0" FOOTING 33'-6" 11'-0" F OTING 5'-4" 1'-8" 4'-0" 16'-9" 16'-9" 4'-0" 1'-8" 5-4" 3'-9" 13'-0" 13'-0" 3'-9" III 'jj CD z #5@ 18" O.C. E/0 = AT MID DEPTH = e FOOTING WATERSTOP L6" THICK CONCRETE WATERSTOP ,�:SEE FOOTING DETAILS SHEET 46 A SECTION THROUGH FLOOR UNDER ARCH FOOTINGS 45 SCALE: 1" = 2'-0" FOOTING 3/16" MIN. a 6 EQUAL 75/16" SPACES ± 1/16" (� WATERSTOP SEE CALTRANS STD. SPECIFICATION SECTION 51-2.04B B PVC FLATSTRIP WATERSTOP 45 AT CONSTRUCTION JOINTS NOT TO SCALE f1 \NSITION TIE EXTENDED ARCH FLOOR REINFORCEMENT TO #5 REBAR IN TRANSITION FLOOR #5 AT 18" O.C. EACH WAY I N ARCH FLOOR U 0 1/8" MIN. 00 @ 7/16" MIN. Z#Z L 4 30" MIN. LAP 'G, L � 7. L< L FLOOR CONCIRET E OR b CONCRETE /RSH` TRANSITION 4 FLOOR 4 L . .L 1 #5 REBAR EXTENDED 36" L FROM END OF ARCH FLOOR e REBAR TIE—IN 45 AT CONCRETE FLOOR SCALE: 1" = 1' Q�pFESS/pN Lic. N .40,0 31 z Expires 12/31/13 yF CIVIL OF C ALF J Z W W� u) J LJL Z M co U) W X � = zz Q W Q �cC V V Z z X F --- X W_ LJL W zQ 0 ®z ce r- W V z Ld fn V 0 Z U) u) J z 0 �/ F- W V X = zz Q Q Q z J V z X Q 0 zQ 9m ®z 0 U- J Q V z X X W V) Yr z Ld S 0 a N W N Nz i Q m U J Q J m LLI ::F W J U z V) 0 U L� OUTSIDE EDGE I INSIDE EDGE E t #4@ 18" O.C. E/W AT MID DEPTH f 30" LAP #4 VERT. (9 18" O.C. AT MID DEPTH TYPICAL S 46 FROM 1:1.25 #4 HORIZ. @ 18" O.C. PLACED OVER VERTICAL BARS 3 1/2" x 1 1/2" CONT. KEY WITH WATERSTOP IF NOT POURED MONOLITHIC d 3" CLR. TO VERT. BARS AND FLATTER 3'-0" 133'-0" lei SCALE: _" = 1'-0" Em (11) #6 TOP & BOTTOM EQUALLY SPACED w CL 0 cn i� TOP VIEW — CONCRETE ARCH FOOTING REINFORCEMENT DETAIL 46 SCALE: 1" = 1'-0" EXTEND TOP 5 LON ITUDAL BARS AT INSIDE EDGE OF FOOTONG 36" BEYOND ENDS OF FOOTINGS FOR TIE-IN TO TRANSITION FLOOR REINFORCEMENT (TYP. BOTH ENDS) (11) #6 TOP & BOTTOM EQUALLY SPACED dp p° ° d G d d p > v 4r4 _ p, a .J ° d ° ° d1 a Ae ° p .°d p ° 3" CLR. TYP. 3'- 0" a Y 6 #6 x 9-'6" @ 9" O.C. TOP & BOTTOM o a d ° p a d c d a a 4co — p a p d. a d a p a d° a . N � q d ° a N a < ° i� 133'-0" 4 0 z Z w w Q w w or- ry V) V) 3. w o f o 0 00 6 o 0 rn f 0 0 Ln o o6 Lq 00 r W ry 0 Q 0 o mzi p00 LL- i= 6 o z ooh BOTTOM OF Lo w o z PRECAST w o i- w - CONCRETE ARCH o z z w �o 0 o bi wm�o ryz xco0w wrr�w0' 3,-0„ ONJ E 46 E SIDE VIEW - CONCRETE ARCH FOOTING SCALE: 1" = 1'-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 1'-0" Qo i� v ° A/i 6 @ 12" O.C. LARGE BARS d ALTERNATE WITH #6 @ 12" O.C. SHORT BARS) o z w w :�E Q #5 HORIZ. @ 18" O.C. 4 p 3" CLR. TO w VERT. BARS4. c~n • z w 5 o 0:�v o 7 O� o 6 @ 12" O.C. SHORT BARS ALTERNATE WITH #6 @ 12" O.C. o 0 LONG BARS - RESULTS INo _ I- #6 @ 6" BOTTOM 4'-6") of O� #5@ 18" O.C. E/W co AT MID DEPTH 2' - 0" p LAP °.i.° a pad.. 4'-6" 3 1/2" x 1 1/2" CONT. KEY WITH WATERSTOP 7'-0" 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" 1'-0" 8" 6 @ 12" O.C. LONG BARS 3" CLR. TO VERT. BARS ALTERNATE WITH #6 @ 12" O.C. • SHORT BARS) Q w 1 w #5 HORIZ. @ 18" O.C. ry v~i t. z o 6 @ 12" O.C. SHORT BARS ALTERNATE WITH #6 @ 12" O.C. 41 0 <) LONG BARS - RESULTS IN o' c' #6 @ 6" BOTTOM 4'-6") 00`, � FLOOR TAPER SEE DETAIL�g MATCH TOP OF CONCRETE ARCH FOOTING 42 #4@ 18 O.C. E/W AT MID DEPTH Co 2'- 0" < ` LAP I, <4 t , . 4' - 6" _Jo #5@ 18" 0. C. E/W 0 7'-0" 3 1/2" x 1 1/2" CONT. KEY WITH WATERSTOP IF NOT POURED MONOLITHIC C TYPICAL SECTION THROUGH TRANSITION WALL 46 (VERTICAL CONDITION) SCALE: _" = 1'-0" 446 LEG OF CONCRETE ARCH PRECAST BRIDGE UNIT INSIDE FACE OF PRECAST CONCRETE ARCH UNIT F- Q "GREENSTREAK HYDROTITE HYDROPHILIC" o > E WATERSTOP (CJ -0725 -3K -ADH) INSIDE a p CK Y OUTSIDE OR APPROVED EQUAL C\j co (10) #6 TOP BOTTOM EQUALLY SPACED 4'-0" 3't 14 � I ^I 5'-4" 3 1/8" 4) WATERSTOP O p 2 Go d a a • • • _•° a a J .a • ° • • • °• `o N � 'CONCRE— — — I d a °° d NI ° qN FLOOR d a °d p d N#6 x 9-'6" @ 9" O.C. d ° p a TOP & BOTTOMPad a d d . a EXTEND TOP 5 LONGITUDAL BARS „ 36" BEYOND ENDS OF FOOTINGS SHIMS 3 n'tic) FOR TIE-IN TO TRANSITION FLOOR CLR. w E z o Li REINFORCEMENT 11'-0" TYP. o0 46 w 0D F SECTION — CONCRETE ARCH FOOTING 46 SCALE: 1" = 1'-0" QRpFESS/p�\ Li c. N 0,031 z * Expires 12/31/13 �9TF Cal V1'- `OF CALX . l- 1A v 8l 0 V) ry 0 J z QCDo W w� mz� - D� Z 0_ W Q o Z .J Doo W Q Q U z � X m c�oz X z Q 0p� LL I LL U) 0 Iwo J w Lia CL z U oz_z U ~�I o zw wm �^ m _I 0 x co 0 w n I, Q 00 N Ld I ui I INSIDE EDGE E t #4@ 18" O.C. E/W AT MID DEPTH f 30" LAP #4 VERT. (9 18" O.C. AT MID DEPTH TYPICAL S 46 FROM 1:1.25 #4 HORIZ. @ 18" O.C. PLACED OVER VERTICAL BARS 3 1/2" x 1 1/2" CONT. KEY WITH WATERSTOP IF NOT POURED MONOLITHIC d 3" CLR. TO VERT. BARS AND FLATTER 3'-0" 133'-0" lei SCALE: _" = 1'-0" Em (11) #6 TOP & BOTTOM EQUALLY SPACED w CL 0 cn i� TOP VIEW — CONCRETE ARCH FOOTING REINFORCEMENT DETAIL 46 SCALE: 1" = 1'-0" EXTEND TOP 5 LON ITUDAL BARS AT INSIDE EDGE OF FOOTONG 36" BEYOND ENDS OF FOOTINGS FOR TIE-IN TO TRANSITION FLOOR REINFORCEMENT (TYP. BOTH ENDS) (11) #6 TOP & BOTTOM EQUALLY SPACED dp p° ° d G d d p > v 4r4 _ p, a .J ° d ° ° d1 a Ae ° p .°d p ° 3" CLR. TYP. 3'- 0" a Y 6 #6 x 9-'6" @ 9" O.C. TOP & BOTTOM o a d ° p a d c d a a 4co — p a p d. a d a p a d° a . N � q d ° a N a < ° i� 133'-0" 4 0 z Z w w Q w w or- ry V) V) 3. w o f o 0 00 6 o 0 rn f 0 0 Ln o o6 Lq 00 r W ry 0 Q 0 o mzi p00 LL- i= 6 o z ooh BOTTOM OF Lo w o z PRECAST w o i- w - CONCRETE ARCH o z z w �o 0 o bi wm�o ryz xco0w wrr�w0' 3,-0„ ONJ E 46 E SIDE VIEW - CONCRETE ARCH FOOTING SCALE: 1" = 1'-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 1'-0" Qo i� v ° A/i 6 @ 12" O.C. LARGE BARS d ALTERNATE WITH #6 @ 12" O.C. SHORT BARS) o z w w :�E Q #5 HORIZ. @ 18" O.C. 4 p 3" CLR. TO w VERT. BARS4. c~n • z w 5 o 0:�v o 7 O� o 6 @ 12" O.C. SHORT BARS ALTERNATE WITH #6 @ 12" O.C. o 0 LONG BARS - RESULTS INo _ I- #6 @ 6" BOTTOM 4'-6") of O� #5@ 18" O.C. E/W co AT MID DEPTH 2' - 0" p LAP °.i.° a pad.. 4'-6" 3 1/2" x 1 1/2" CONT. KEY WITH WATERSTOP 7'-0" 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" 1'-0" 8" 6 @ 12" O.C. LONG BARS 3" CLR. TO VERT. BARS ALTERNATE WITH #6 @ 12" O.C. • SHORT BARS) Q w 1 w #5 HORIZ. @ 18" O.C. ry v~i t. z o 6 @ 12" O.C. SHORT BARS ALTERNATE WITH #6 @ 12" O.C. 41 0 <) LONG BARS - RESULTS IN o' c' #6 @ 6" BOTTOM 4'-6") 00`, � FLOOR TAPER SEE DETAIL�g MATCH TOP OF CONCRETE ARCH FOOTING 42 #4@ 18 O.C. E/W AT MID DEPTH Co 2'- 0" < ` LAP I, <4 t , . 4' - 6" _Jo #5@ 18" 0. C. E/W 0 7'-0" 3 1/2" x 1 1/2" CONT. KEY WITH WATERSTOP IF NOT POURED MONOLITHIC C TYPICAL SECTION THROUGH TRANSITION WALL 46 (VERTICAL CONDITION) SCALE: _" = 1'-0" 446 LEG OF CONCRETE ARCH PRECAST BRIDGE UNIT INSIDE FACE OF PRECAST CONCRETE ARCH UNIT F- Q "GREENSTREAK HYDROTITE HYDROPHILIC" o > E WATERSTOP (CJ -0725 -3K -ADH) INSIDE a p CK Y OUTSIDE OR APPROVED EQUAL C\j co (10) #6 TOP BOTTOM EQUALLY SPACED 4'-0" 3't 14 � I ^I 5'-4" 3 1/8" 4) WATERSTOP O p 2 Go d a a • • • _•° a a J .a • ° • • • °• `o N � 'CONCRE— — — I d a °° d NI ° qN FLOOR d a °d p d N#6 x 9-'6" @ 9" O.C. d ° p a TOP & BOTTOMPad a d d . a EXTEND TOP 5 LONGITUDAL BARS „ 36" BEYOND ENDS OF FOOTINGS SHIMS 3 n'tic) FOR TIE-IN TO TRANSITION FLOOR CLR. w E z o Li REINFORCEMENT 11'-0" TYP. o0 46 w 0D F SECTION — CONCRETE ARCH FOOTING 46 SCALE: 1" = 1'-0" QRpFESS/p�\ Li c. N 0,031 z * Expires 12/31/13 �9TF Cal V1'- `OF CALX . l- 1A v 8l 0 Z J z 0 W w� - D� Z 0_ W X .J Z W Q Q U z � X m X W LL Z) LL U) 0 W J w Lia Q z U m U LL Z z 0 W �O/ L.L 0_ X .J Z Q z� Q � X U W W J � J Q Z ~ z U 00 LL U Z X X W z a 0 0 N Ld F_ �} o o m U J Q f� LA � i z x W L.i _j 3: U Z Q U 0 S J (n 0 U i r_"'ANI Ai I N I \ /E7177)T #4 VERT. @ 18" 0. C. FRONT AND BACK BEAD MIN. 42" INTO FLOOR SLAB --�--I 3" MIN. CER. 1 ' _ 0„ TYP . ('--B CUT-OFF WALL DETAIL. 47 DOWNSTREAM EVD N. CER. 2" M N. :::4- t:: 8" 0. C. #4 @ 18" 2 ('A_'-� R E B A R �47 DOWNST �11 ELEVATION AT CUT REAM �ND NOTE: ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM i -N A N A i INI\iE7EDT 3" MIN. CER.-- TYP . rf� CUT-OFF WALL DETAIL. ��J7 UPSTREAM ENS SCALE.- r _ ,,_o.. C 4� SLOPE APRON TO MATCH CHANNEL AND INVERT-� OFF WALL 3" CLR. 6" FLOOR CANAL INVERT z. 0 4� 6. Q pFESS/p\ C. N 40,031 - Expires 12/31/13 �qTF CIVIL o���Q- OF C ALF f - 1 fly y o NIL rn z aqw4w _t CD z r o 0 In= U) Lu U) O W w® _j �- z � W w �Q J W z4 Q� �C U � z U- O �-9 LJL m Xw F- U LL O S �n � O J � �w Lo< U z U 5- In= U) Lu U) O uj _j U � w 0 J 0w z4 Q� U U- O �-9 LJL 3: Q F- U 0 S �n � O J J U z CD z X X a 0 0 J U LJ Q z w J L_ W z 0 0w Ckf N O F_ 0 N F- S 0 V) o N z 5- m J Q m 0Ld LjLij Z Y _j 0 Q 2 cn o U CD z X X a 0 0 J U LJ Q z w J L_ 90" HEADWALL --- 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 932'-0" 22 - 4 '-0" SPAN x 90'--6" RISE x 5'4 1314" LONG PR RECAST CONCRETE BRIDGE UNITS LUS 29 JOINTS AT 114"± PER JOINT FOOTING SEE DETAILS -SHE 46 COVERALL CORNERS WITH 2'--0" WIDE STRIP OF FILTER FABRIC PRIMER COMPATIBLE WITH JOINT WRAP TOP OF PRECAST BRIDGE UNIT 9" SQUARE PIECE OF SEA LWRAP OR EZ -WRAP RUBBER LIFT HOLE PLUG LIFT HOLE PRECAST BRIDGE LIFTING HOLES uwr FOOT/NG SEE DETAILS - SHEE 46 COMPATIBLE WITH JOINT WRAP TOP OF PRECAST BRIDGE UNIT BRIDGE PLAN SCALE: 9" = 5'-0" FILL LIFTING INSERT POCKET WITH GROUT, FINISHING FLUSH TYPICAL LIFT POINT SEALING DETAIL NOT TO SCALE LIFTING INSERTS 9" SQUARE PIECE OF SEALWRAP OR EZ -WRAP RUBBER PRECAST BRIDGE UNIT, HEADWALL OR WINGWALL INSIDE FACE OF PRECAST BRIDGE UNIT H NOTE. FILL ENTIRE KEYWAY INCLUDING NOMINAL 9" VOID BETWEEN BOTTOM OF KEYWAY AND BOTTOM OF PRECAST BRIDGE UNIT LEG WITH GROUT. TYPICAL BRIDGE UNIT GROUT DETAIL NOT TO SCALE QRpFESS/d,\ Lic. No d, 031 * Expires 12/31/13 CIVIL /� OF CAL\F 0 ---- ---------- ---- ---------- W w� --- ---------- M ---- ---------- Q w ---- ---------- ---- ----------------------------------- ----- ---- z � � ---- U � ca X W U. Q LL W ~ 10� T- W Ln <( 0 � m U o ---------- o N Z Q U J Q i m �w z z Q Q w w O U =7 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — COVERALL CORNERS WITH 2'--0" WIDE STRIP OF FILTER FABRIC PRIMER COMPATIBLE WITH JOINT WRAP TOP OF PRECAST BRIDGE UNIT 9" SQUARE PIECE OF SEA LWRAP OR EZ -WRAP RUBBER LIFT HOLE PLUG LIFT HOLE PRECAST BRIDGE LIFTING HOLES uwr FOOT/NG SEE DETAILS - SHEE 46 COMPATIBLE WITH JOINT WRAP TOP OF PRECAST BRIDGE UNIT BRIDGE PLAN SCALE: 9" = 5'-0" FILL LIFTING INSERT POCKET WITH GROUT, FINISHING FLUSH TYPICAL LIFT POINT SEALING DETAIL NOT TO SCALE LIFTING INSERTS 9" SQUARE PIECE OF SEALWRAP OR EZ -WRAP RUBBER PRECAST BRIDGE UNIT, HEADWALL OR WINGWALL INSIDE FACE OF PRECAST BRIDGE UNIT H NOTE. FILL ENTIRE KEYWAY INCLUDING NOMINAL 9" VOID BETWEEN BOTTOM OF KEYWAY AND BOTTOM OF PRECAST BRIDGE UNIT LEG WITH GROUT. TYPICAL BRIDGE UNIT GROUT DETAIL NOT TO SCALE QRpFESS/d,\ Lic. No d, 031 * Expires 12/31/13 CIVIL /� OF CAL\F 0 V z W w� L- z M LLJJ W Q w � W Q �C U v z � � U � ca X W U. Q LL W ~ 10� T- W Ln <( 0 � m U o N PON V z U) Lu V) 0 U) LLJJ U Q w W J Q = U Z Q � � U � �o W r7 Q Z O W oC-) N a � 0 U PON X W W Q z �o r7 W 0 N O N � 0 o N o N Z Q U J Q i m �w z z Q Q w w O U y-� TOP HEADWALL ELEV. U.S. 402.96 D.S. 401.95 co N 44'4" HEADWALL 4"ELASTOMERIC JOINT CIP WINGWALLS, (TYP.) PRIMER COMPATIBLE WITH JOINT WRAP TOP OF PRECAST BRIDGE UNIT 7/8" X 13/8" BUTYL ROPE 9" WIDE SEALWRAP OR EZ -WRAP RUBBER NOTE: ELEVATIONS SHOWN ARE CITY OF BAKERSFIELD DATUM SUBTRACT 0.17' TO ALL ELEVATIONS. TO OBTAIN CALLOWAY CANAL (N.K.W.S.D.) DATUM 10" 0-9" C DAYTON / RICHMOND 1 1/4" DIA. X 71/2" F-58 EC INSERT STAINLESS 1114" DIA. X 1=6" COIL ROD W/ DOUBLE NUT AND WASHER HEADWALL COUNTERFORT H-1 Om z � z a �- O 0 FLOW LINE ELEV. PRECAST HEADWALLGROUT SOLID AFTER 3" DIA. HOLE U.S. 389.16 T/FOOTING ELEV. : � INSTALLATION OF COIL ROD D.S. 388.95 PRECAST BRIDGE UNIT U.S. 389.66 7" D.S. 388.95 112"X 1/2" BUTYL ROPE, INSTALLED IN FIELD CONTINUOUSLY 0 BETWEEN PRECAST BRIDGE UNIT PRECAST BRIDGE ,J UNITS AND PRECAST HEADWALL W_ W 42'--0" SPAN C DDETAIL� � TYPICAL JOINT SEAL. DETAIL HEADWALL ATTACHMENT � z co g 49 NOT TO SCALE 49 NOT TO SCALE � j TYPICAL END ELEVATION Cy) NOTE. W Q �c 4 9 U.S. - DENOTES UPS TREA WU SCALE: 1 = 4'.O" D.S. -DENOTES DOWNSTREAM zz m XW LL ::) [-L ®F- T_ W � Q BRIDGE LIMITS = 132'-0" SEE DETAIL 10" DETACHED HEADWALL TYP. BOTH ENDS (TyP') SEE TYPICAL JOINT SEAL (TYP. BETWEEN UNITS) 6=0" ` TYPICAL CIP WINGWALLS SEE DETAIL C ARCH(TYP.) 4 9 SEGMENTz _ _ O U) U w U z < Q FLOW LINE FLOW LINE U W ELEV. 388.95 ELEV. 389.16 Lu AML~ ��,<��.�. iii �i��• ��i�,��� 3: O U O A_ FOOTING � j SECTION CON CRETE ARCHES SEE DETAILS -SHEET 46 Q 4 9 SCALE: In = 4'-0" C Q�pFESS/pN\ rr Lic. N 40,031 * Expires 12/31/13 ov �F C ALF CD z X X L'i z o r+� g w O Of N O N Uj O Lr o o, Q m L z y z �Q�ww,