Loading...
HomeMy WebLinkAbout6.2-610LIST OF DRAWINGS: SHEET 1 COVER SHEET SHEET 2 ASHE ROAD STA. 67+19.81 C.L. TO STA. 76+00.00 C.L. SHEET 3 ASHE ROAD — STA. 76+00.00 C.L. TO STA. 88+00.69 C.L. SHEET 4 McCUTCHEN ROAD STA. 53+00.00 C.L. TO STA. 62+53.66 C.L. BENCHMARK USED: BENCHMARK DISK STAMPED - Q 1157 RESET 1969 AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERT B 11.44 OVER S71NE CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST OF THE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT LEVEL WITH THE HIGHWAY. ELEVATION = 343.30 (U.S.G.S. DATUM NAVD 88) BENCHMARK SET: CHISELED SQUARE ON TOP OF CURB RETURN @ NORTHEAST CORNER OF MOUNTAIN RIDGE DRIVE AND McKEE ROAD. ELEVATION = 350.52 (U.S.G.S. DATUM NAVD 88) BASIS OF BEARINGS.- THE EARINGS:THE BEARING OF N. 89'04'33" W. SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 34, T.30 S., R.27 E. AS SHOWN ON SURVEY INVESTIGATION MAP NO. 7-1 BK. 6, PG. 27 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON, CITY STANDARDS: THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: SW -3, SW -4, SW -5, SW -6, SW -9 LEGENDS: ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT QMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE T:q,�- TOP OF MANHOLE — s FURNISH & INSTALL SEWER LINE PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. — S EXISTING SEWER LINE (s� EXISTING SEWER MANHOLE 40 EXISTING SEWER STRUCTURE EXISTING 6" SEWER FORCE MAIN TO BE ABANDONED IN PLACE OR REMOVED PER C.O.B.'S REQUIREMENTS AND CONSTRUCTION SPECIFICATIONS. SECTION DESIGNATION: SECTION LETTER L_-- -- A 2 SHEET WHERE SECTION IS SHOWN DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA mc- T11Y OO F AKERSFDELD SEWER IMPROVEMENTSAW McCUTCHEN RD. FROM WWTAP /// TO ASHE RD. ; ASHE RD. FROM 450".+ N. OF McKEE RD. TO McCUTCHEN RD., McCUTCHEN ROAD I . KD (SEE C.O.B. SEINER PLANS) (CO. RD. No. 1222) t FD. CONIC. MON. 1fs/B.C. IN LH. MKDREP. 5-9-91, 10" DEEP — — _ — — — — — — — — — — — — — — — — FOR N.W. COR. SEC. 34, 30/27 — — s �Sf1+1H 5 PROPOSED - 36" SEWER PROPOSED i M 36" SEWER PONSEE SHEET 4T OF CONNECTION q � ( HEADWORKS CITY OF SAKERSFIELD l I I MUNICIPAL FARM No. 3 I I N.E. 1/4 SEC. 33, T.302.,R.27E. I� PROPOSED I I 36 SEWER I ' —cs) { I w it t W cn �a'llI uta �c v l I Z W. I {Q I r,H 3 PROPOSED uj II 36 SEWER I � l SHEET 3 I _ _ SHEET -2- _ I I IIt I II z I I I RIGHTS OF THE PUBLIC FOR ROAD PURPOSES {� I H 2 o II PROPOSED c� I 36" SEWER C {� I EXISTING 6" FORCE MAIN I { TO BE ABANDONED OR REMOVED PER C.O.B. I I REQUIREMENTS AND CONSTRUCTION SPECIFICATIONS. Z: Z: N l 1 I I��: I ►I CUT AND CONNECT PRQPOSED I i EXISTING 6" SEWER 36 SEWER t• FORCE MAIN WITH STUB AND PLUG sI ' C-900 90' ELBOW I PROPOSED 6" T l I MANR FORCE �L STUB AND PLUG TU P STUB AND PLUG IPROPOSED i t 36" SEWER w FUTURE R/W I I `" W I ! EXISTING 6" FORCE FUTURE FL MAIN TO REMAIN i) I`El FD. K.C.S. 2" B.C. DOWN 24" I FOR W. 1/4 COR. SEC. 34, 30/27 I I PER R/S BK. 15, PG. 178 I KEY MAP- _ ROAD SCALE: 1"=200' _ _ _ Ex. 15" SEWER El VICINITY MAP NO SCALE STATE OF CALIFORNIA NOTE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: CLASS 24 NOTE- THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH f0 57 M1, 11 APPROVED BY: RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-3f-09 DA PUBUC WORKS DIRECTOR APPROVAL RECOMMENDED BY: C WORKS DIRECTOR DATE P, Mark , CIVIL ENGINEER IV - DESI ENGINEERING DATE No. 33 � Exp.6-. f!`! DATE REVISIONS BY SEWER IMPROVEME& T S NO 1 �V4� C1\P 23 09 REWSED PER C.O.B. S IST COMMENTS SLU/ v%\-McCUTCHEN RD. FROMWWTP N TO ASHE RD.; F DATE. ASHE RD. FFOM 450 f N. OF McKEE RSD. TO McCUTCHEN RD. 4 SHEETS 0 1 2 3 < FUTURE LFT m to STATK)N sT sm 0 M 0 0 15 Uri & I Z as of win 77 A —s— FD. K.C.S. 2* B.C. DOWN 24* 4T FOR W. 1/4 COR. SEC. 34, 30/27 PER R/S BK 15, PG. 178 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 314 uu 66+0067+06 _74— - - — - NOOi5 4-E__ s s EXISTING 6* FORCE MAIN TO REMAIN LEGEND: o STUB AND PWG 4 INV INVERT 322 FOR FUTURE CONNECTION Wow APPROX. EXIST. FUTURE R/W STA. 67+19.81, C.L. 133.58LT. W JB JUNCTION BOX ujW :rw SMH SEWER MANHOLE GROUND ENTEERI 0 INE SDMH STORM DRAIN MANHOLE EXIST EXISTING < 'K: OF SE q -EX- . DIRT BERM-,-------- P U ocj (Do - - - - - - - - --- - - - - —.—S— W V) ir W + + C14 C> Q31 PER CITY STANDARDS Z as of win 77 A —s— FD. K.C.S. 2* B.C. DOWN 24* 4T FOR W. 1/4 COR. SEC. 34, 30/27 PER R/S BK 15, PG. 178 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 314 uu 66+0067+06 _74— - - — - NOOi5 4-E__ s s EXISTING 6* FORCE MAIN TO REMAIN SECTION rA-""\ SCALE 1"=50' HORIZ. 5 1"=5' VERT. 354 354 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 338 336 336 334 334 332 332 330 330 328 328 326 326 324 324 322 322 320 320 318 318 316 316 314 314 312 310 308 306 STUB AND PLUG FOR FUTURE CONNECTION C14 C 9 STA. 67+79.81. C.L. 130.83LT. cr z C - to 4 X w M Z< C3 z _jLU _j W o 6 FUTURE SEWER MANHOLE Q V) c� V: S TOE OF BERM zzPr; 00 <zi co� M 0 a C-) ++ V, ++ W04 04 Wo co X > Nuj TOP OF BERM < < LLI U) TOE OF BERM f iJ VO? mv) t4l) cn V) Ld - - - - - - - - - - LLJ - - - - - -- co - — -- — -- — -- — -- — -- ELTtLRE R/W—�,_ U) r ===-X — — — — — — — — — — — — — — — u -i_===--------------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ui 2 c6 a) EX. OVERHEAD UTILITY LINE 04 (n 00 to EX. FENCE TO BE TO BE RELOCATED BY OTHERS L, U*) RELOCATED BY OTHERS EXISTING R/W 6-' 6-- 67- aE s le - -' - oHiR SEWER s 00'25'44"E -=tea _0H —dH- S_ _T_ ____NOO-25'4_4"E*—_T— ----7-36" SEWER -00 _T_ EDGE OF PAVEMENT 68+00' EX K. SBC BURIED TELE. CABLE +00 64+00 70+0y— 71+0 1"7 ju t5t RELOCATED BY OTH�R —1-- — - — - — 1 - — - — - — - - — - — - — - 7_5+OC 74+00 1/1 78��00 0 U, =:6H- __01) _T 37.85' A +I F-_ 0 EXISTING 6* FORCE MAIN < — -- — -- — -- — -- TING R/W EXISTING Lu 0 0 TO BE ABANDONED OR z -4- L6 REMOVED PER C.O.B. 0 W_j mo: V) N (P Lu Ln ui REQUIREMENTS AND CONSTRUCTION SPECIFICATIONS. (i W 3: 2 1.- �3: S; < §E c -i jU 1, 0 W _: _� to -,m C, W, 0 W Lu CgGo Z-Cnw zzm -Z a- USW 0 in C7) 0; *o c; 0: t- F� ra-Lu Om oi + + (no(n Q b N M!D W Co C., 000:: 0, + Z 0 P, .0- m alco + o ui (D i m 0 coo to A S H E R 0 A D STA. 67+19.81 C.L. TO STA. 76+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: 26 ABBREVIATIONS CL CENTERLINE 4 INV INVERT 322 SD STORM DRAIN 320 APPROX. EXIST. -J 316 JB JUNCTION BOX 314 SMH SEWER MANHOLE GROUND ENTEERI 0 INE SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION OF SE M.H. MANHOLE FL FLOWLINE _ vM �- ) TOP OF MANHOLE —.—S— FURNISH & INSTALL SEWER UNE PER CITY STANDARDS FURNISH & INSTALL SEWER MANHOLE TYPE 'A" PER C.O.B. STD. SW -4. EXISTING SEWER UNE NOTE: EXISTING SEWER MANHOLE OEXISTING SEWER STRUCTURE EXISTING 6* SEWER FORCE MAIN TO BE ABANDONED IN PLACE OR REMOVED PER C.O.B.'S REQUIREMENTS AND CONSTRUCTIONSPECIFICATIONS. CONTRACTOR TO VERIn SECTION DESIGNATION: z 2 SHEET WERE SECTION IS SHOWN __L0LM[ONI__AND_1NVERIJ'LFV_ NOTE : 1) ALL PIPE ELEVATIONS SHOWN ARE < OTHERWISE NOTED. OF EX STING 6 SEWER --ORCE 0 MAIN EFORE CONSTRUCTION uj AND OTIFY E GINEER OF E 1SCREPA1 ICIES.— --NOTE (L CON ACTORto VERIFY 6* SEWER W \"—AFPROXIMArE F-: i 00 LZ ul) z c z LOCA ON AN INVERT IC C'. C, W I Z _j -uj KCTION z W Z 1 0 coto GROUND Z 00 C5U vi OF EXISTING SEWER 0- Lu + 121 > CENTERL L>, TRUNK Q n, >: m ::�m I-0 >: 0 n L� in MAIN BEFORE ONSTRU (An — ----- -- ----- AND 40TIFY " 36" S, SrERWTER 158.58 LF OF 3 SE WEJ 0 0.08 -INSTAU- SECTION rA-""\ SCALE 1"=50' HORIZ. 5 1"=5' VERT. 354 354 352 352 350 350 348 348 346 346 344 344 342 342 340 340 338 338 336 336 334 334 332 332 330 330 328 328 326 326 324 324 322 322 320 320 318 318 316 316 314 314 312 310 308 306 STUB AND PLUG FOR FUTURE CONNECTION C14 C 9 STA. 67+79.81. C.L. 130.83LT. cr z C - to 4 X w M Z< C3 z _jLU _j W o 6 FUTURE SEWER MANHOLE Q V) c� V: S TOE OF BERM zzPr; 00 <zi co� M 0 a C-) ++ V, ++ W04 04 Wo co X > Nuj TOP OF BERM < < LLI U) TOE OF BERM f iJ VO? mv) t4l) cn V) Ld - - - - - - - - - - LLJ - - - - - -- co - — -- — -- — -- — -- — -- ELTtLRE R/W—�,_ U) r ===-X — — — — — — — — — — — — — — — u -i_===--------------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ui 2 c6 a) EX. OVERHEAD UTILITY LINE 04 (n 00 to EX. FENCE TO BE TO BE RELOCATED BY OTHERS L, U*) RELOCATED BY OTHERS EXISTING R/W 6-' 6-- 67- aE s le - -' - oHiR SEWER s 00'25'44"E -=tea _0H —dH- S_ _T_ ____NOO-25'4_4"E*—_T— ----7-36" SEWER -00 _T_ EDGE OF PAVEMENT 68+00' EX K. SBC BURIED TELE. CABLE +00 64+00 70+0y— 71+0 1"7 ju t5t RELOCATED BY OTH�R —1-- — - — - — 1 - — - — - — - - — - — - — - 7_5+OC 74+00 1/1 78��00 0 U, =:6H- __01) _T 37.85' A +I F-_ 0 EXISTING 6* FORCE MAIN < — -- — -- — -- — -- TING R/W EXISTING Lu 0 0 TO BE ABANDONED OR z -4- L6 REMOVED PER C.O.B. 0 W_j mo: V) N (P Lu Ln ui REQUIREMENTS AND CONSTRUCTION SPECIFICATIONS. (i W 3: 2 1.- �3: S; < §E c -i jU 1, 0 W _: _� to -,m C, W, 0 W Lu CgGo Z-Cnw zzm -Z a- USW 0 in C7) 0; *o c; 0: t- F� ra-Lu Om oi + + (no(n Q b N M!D W Co C., 000:: 0, + Z 0 P, .0- m alco + o ui (D i m 0 coo to A S H E R 0 A D STA. 67+19.81 C.L. TO STA. 76+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 File Name: 04102SW06 Drawn: SLU CITY OF BAKERSFIELQ, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 04102, Engineer: SER Date: 01/06/09 Checked By. SER 75+00 354 352 350 348 346 344 342 340 338 6 334 2 330 354 352 350 348 346 344 342 340 338 336 334 332 330 LEGEND: 26 ABBREVIATIONS CL CENTERLINE 4 INV INVERT 322 SD STORM DRAIN 320 MH MANHOLE 318 CB CATCH BASIN 316 JB JUNCTION BOX 314 SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE _ vM �- ) TOP OF MANHOLE —.—S— FURNISH & INSTALL SEWER UNE PER CITY STANDARDS FURNISH & INSTALL SEWER MANHOLE TYPE 'A" PER C.O.B. STD. SW -4. EXISTING SEWER UNE so EXISTING SEWER MANHOLE OEXISTING SEWER STRUCTURE EXISTING 6* SEWER FORCE MAIN TO BE ABANDONED IN PLACE OR REMOVED PER C.O.B.'S REQUIREMENTS AND CONSTRUCTIONSPECIFICATIONS. SECTION DESIGNATION: SECTION LETTER I ILK 2 SHEET WERE SECTION IS SHOWN NOTE : 1) ALL PIPE ELEVATIONS SHOWN ARE ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. -r n M_ --NOTE CON ACTORto VERIFY 6* SEWER \"—AFPROXIMArE LOCA ON AN INVERT :-1EV. .W—PROPOSED 11 F CE MAN -SEE KCTION EXISTING GROUND OF EXISTING SEWER FORCE INC 0 CENTERL NE OF S:KR TRUNK MAIN BEFORE ONSTRU ' TION — ----- -- ----- AND 40TIFY GINEER Ej )F ANY ASCREP CIES. IN RT 36* SEWER L14VERT 36* SEWER 0 0 C-4 + cn M V) No 0 z C KAG10h I U VERI FT— R L TION AND INVER" ELEV. OF F XISTING 6* SEWEZ FORCEI mn AN BEFORE NOTIFY eeNS-,f11.1,--,,-?" ENGINEER OF IN AN AN DISCRERANCIES. N 0 C14 eR z ..T 3z m: C2 0 Z LLJ M < I— Z5 z z 2 m W 00 LLI 1z 0. AMM wi" Lr- +>:> > ---- — r'-- ? N -� ----- a. co u 0 Ld Co (A co JNZZ U) iloo 1;� * in IINSTALL 1503.83 LF OF 36* SEWER 10 -0.08 INSTALL 530.15 OF 361 SEWER 0 -0.08% E SHEET13 FOR qONTINUA ION 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 File Name: 04102SW06 Drawn: SLU CITY OF BAKERSFIELQ, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 04102, Engineer: SER Date: 01/06/09 Checked By. SER 75+00 354 352 350 348 346 344 342 340 338 6 334 2 330 354 352 350 348 346 344 342 340 338 336 334 332 330 FIRIN'To-YMMA11 328 LEGEND: 26 ABBREVIATIONS CL CENTERLINE 4 INV INVERT 322 SD STORM DRAIN 320 MH MANHOLE 318 CB CATCH BASIN 316 JB JUNCTION BOX 314 SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE _ vM �- ) TOP OF MANHOLE —.—S— FURNISH & INSTALL SEWER UNE PER CITY STANDARDS FURNISH & INSTALL SEWER MANHOLE TYPE 'A" PER C.O.B. STD. SW -4. EXISTING SEWER UNE so EXISTING SEWER MANHOLE OEXISTING SEWER STRUCTURE EXISTING 6* SEWER FORCE MAIN TO BE ABANDONED IN PLACE OR REMOVED PER C.O.B.'S REQUIREMENTS AND CONSTRUCTIONSPECIFICATIONS. SECTION DESIGNATION: SECTION LETTER I ILK 2 SHEET WERE SECTION IS SHOWN NOTE : 1) ALL PIPE ELEVATIONS SHOWN ARE ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. FIRIN'To-YMMA11 328 328 26 326 4 322 320 318 316 314 312 "o. 33 xp. 6- 310 308 CP CAO SECTION SCALE 1"=50' HORIZ. 1"=5' VERT. 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 306 DATE- I'2 '4�, 1 Prepared By. 76+00 DATE REVISIONS BY DI 2=3 09 REVISED PER C.O.B.'S IST COMMENTS SLU W0SH &AssocwEs, LAND SR*_YW - C1* D04MOC 0 2008 SEWER IMPROVEMENTS - ASHE ROAD TO McCUTCHEN ROAD SHEET NO. ASHE ROAD STA. 67+19.81 C.L.-STA. 78+00.00 C.L. 2 OF 4 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 �b o i w o �J z p to ? m V) u o McCUTCHEN ROAD 4, o SEE SHEET 4 o �o 04 +D p _j z Jw I I { �z caIt z� cicn i' 64'I f w { oZ _jos w ( ' in 1 z� Uvwi mW MM 701 p� I ZZ MSn o 1 =Wrnrn ¢-'++ i I I ? 24.8' 1 <zz =i v -t* �> 00� I I j I a { tea. V) (0 V) V) i + vw3i d civ) I n FUTURE R/W --� -- -- ---- -�---- - -X— x - - - - ---- - -- - -- — -- --- -- -- - - _ - - _ - i o 00 l EX. OVERHEAD UTILITY LINE TO BE RELOCATED BY OTHERS i f xII -530.15 - - — - - -- - -- - -- 00'25'44"E _ _EXISTING R/W -^� -`p° t`' --g .�� — — i —� oN36E1NER= - - _-= H 529.41'=.- T EX. SBC BURIED TELE. CABLE in — T — T— - - --- T— T— O T TO BE RELOCATED BY, OTHERS - +00 -,7r — --��, M _ _� LEGEND: —_7 r -- _T l—_ _ __ _ 80+00 8 +00 _ 82+0 83++0 - - - 84 00 - - - 85+ 0 - - - 86 00 - - - 87+00 _ 88+00 -'� — - -+— - - E- -- - —t 0 - - _ / / "'�,/, i, ✓, ! i \ L —F 2637.85'- -- - - - - ABBREVIATIONS II. CL INV II END EXISTING 6' FORCE MAIN _TQ BE -ABANDONED OR REMOVED__ REMOVED PER C.O.B. SD REQUIREMENTS AND J CONSTRUCTION SPECIFICATIONS. MH MANHOLE W MZ O CB CATCH BASIN � � o �� JUNCTION BOX _z J _.j Z —1 V VY LH. MKD. REP. 5-9-91, 10" DEEP (V W uv) p W n n W Z F- LLJ FV a g n d p0 z Z ►�i ri JW o: o o p 0+00+0 PER CITY STANDARDS r- r. ® FURNISH & INSTALL SEWER MANHOLE V) }R Q\ I - Q W W t as Nv°D NN I N v~i � EX. FENCE - - - - ---------- ---------------------------FUTI S_ 5'44"E --X36, SEWER-^ X30,15' - - _ _0H –�— — —T— T— T— —T— EDGE OF PAVEMEt + 6+� 77+fl0 7 +00 79+0 _ N00'25'44"E �— - - - —I - - - - /-�i/ -- ' •�� •ref-r�/,.I� � ��-r� �'--T'Ti /�� ' '�-�'-'ter/ -- -- -- -- -- �b o i w o �J z p to ? m V) u o McCUTCHEN ROAD 4, o SEE SHEET 4 o �o 04 +D p _j z Jw I I { �z caIt z� cicn i' 64'I f w { oZ _jos w ( ' in 1 z� Uvwi mW MM 701 p� I ZZ MSn o 1 =Wrnrn ¢-'++ i I I ? 24.8' 1 <zz =i v -t* �> 00� I I j I a { tea. V) (0 V) V) i + vw3i d civ) I n FUTURE R/W --� -- -- ---- -�---- - -X— x - - - - ---- - -- - -- — -- --- -- -- - - _ - - _ - i o 00 l EX. OVERHEAD UTILITY LINE TO BE RELOCATED BY OTHERS i f xII -530.15 - - — - - -- - -- - -- 00'25'44"E _ _EXISTING R/W -^� -`p° t`' --g .�� — — i —� oN36E1NER= - - _-= H 529.41'=.- T EX. SBC BURIED TELE. CABLE in — T — T— - - --- T— T— O T TO BE RELOCATED BY, OTHERS - +00 -,7r — --��, M _ _� LEGEND: —_7 r -- _T l—_ _ __ _ 80+00 8 +00 _ 82+0 83++0 - - - 84 00 - - - 85+ 0 - - - 86 00 - - - 87+00 _ 88+00 -'� — - -+— - - E- -- - —t 0 - - _ / / "'�,/, i, ✓, ! i \ L —F 2637.85'- -- - - - - ABBREVIATIONS A S H E ROA D STA. 76+00.00 C.L. TO STA. 88+00.69 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL `—EXISTING R/W 11474-1 iZ:�7.T _ `�`�`� 1 EXISTING 6" FORCE MAIN CL INV TO BE ABANDONED OR END EXISTING 6' FORCE MAIN _TQ BE -ABANDONED OR REMOVED__ REMOVED PER C.O.B. SD REQUIREMENTS AND - PER C.O.B. REQUIREMENTS AND CONSTRUCTION SPECIFICATIONS. A S H E ROA D STA. 76+00.00 C.L. TO STA. 88+00.69 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL `—EXISTING R/W 11474-1 iZ:�7.T _ `�`�`� 1 CL INV CENTERLINE INVERT END EXISTING 6' FORCE MAIN _TQ BE -ABANDONED OR REMOVED__ I SD STORM DRAIN - PER C.O.B. REQUIREMENTS AND I MH MANHOLE CONSTRUCTION SPECIFICATIONS. RIGHT OF WAY CB CATCH BASIN M.H. o ± JB JUNCTION BOX FD. C.O.B. CONC. MON. w/B.C. IN ocr SMH SEWER MANHOLE LH. MKD. REP. 5-9-91, 10" DEEP QLuSCO I W SEWER CLEANOUT FOR N.W. COR. SEC. 34, 30/27 l W 0 SDMH STORM DRAIN MANHOLE 76+00 77+00 78+00 79+00 � SEWER 30" COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY (PAVED AREAS ONLY) I FINISHED SURFACE ELEVATION - DETERMINED BY SEPARATE - - I- - - PLANS 81+00 82+00 CLSEWER 30" COMPACTED TO 95% OF MAXIMUM 1 RELATIVE DENSITY (PAVED AREAS ONLY) I FINISHED SURFACE ELEVATION BE DETERMINED BY SEPARATE - PLANS �-mmoZf7 10 85+00 q SEWER 30" COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY (PAVED AREAS ONLY) _ �FINISHED SURFACE ELEVATION TO BE DETERMINED BY SEPARATE + - - PLANS 87+00 354 — s EXISTING SEWER UNE C> EXISTING SEWER MANHOLE 352 EXISTING SEWER STRUCTURE 350/�ISf;�i�i EXISTING 6" SEWER FORCE MAIN TO BE ABANDONED IN PLACE OR REMOVED PER 348 C.O.B.'S REQUIREMENTS AND CONSTRUCTION SPECIFICATIONS. SECTION DESIGNATION: 344 SECTION � 342 2 SHEET WHERE SECTION IS SH N 340 NOTE : 338 1) ALL PIPE ELEVATIONS ARE INVERT ELEVATIONS UNLESS E ESS OTHERWISE NOTED. ;336 334 I 332 k Mei r G7 330 h 328 � c►vi . �P q 326 q�OF 0i DATE: 324 88+00 89+00 SEWER 30" COMPACTED TO 959. OF MAXIMUM RELATIVE DENSITY (PAVED AREAS ONLY) I FINISHED SURFACE ELEVATION �TOpB S DETERMINED BY SEPARATE PL x x x x x x x x x x x x x x x x x x x xl x x x x x x x x x x x x x x x x x x TRENCH SIDESLOPES TO MEET ALL I x x x x x x x x x x x� x TRENCH SIDESLOPES TO MEET ALL SAFETY REQUIREMENTS X x X X X X x X X x X x I SAFETY REQUIREMENTS x x x x x x x, x x x x x X X X X X X � X X X X X x 1 X X X X X X X X X X X X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I x x x x x x x x x x " NO ROCKS, CLODS, LARGER THAN 3 NO ROCKS, CLODS, LARGER THAN 3" I x x x x X1 x x x x x MINIMUM S.E. = 20. COMPACT TO x X x X X I X x X x x MINIMUM S.E. = 20. COMPACT TO �\ x x x x x x x x x /\ �\ /\ ��\ x x x x x x x X /\\ 90% RELATIVE COMPACTION \ /\�' 90% RELATIVE COMPACTION \� �\ �\ �\ x x x x x x x x x i x x x x x x x x� x x x x �c x x x X 12" \\ x x x x l x x x x % 12" \\/\� x x x I x x x /\ 12" PIPE ZONE, MINIMUM SAND EQUIVALENT \�/\ x X x X1 x x x x /��/ 12" x x x x x x �\ PIPE ZONE, MINIMUM SAND EQUIVALENT // `\� /\\\ OF 20, 100% PASSING V4" SIEVE, 35-100% OF 20, 100% PASSING -Y4" SIEVE. 35-100% \\ PASSING NO. 4 SIEVE, 20-100% PASSING PASSING N0. 4 SIEVE, 20-100% PASSING � �� 1/2 Bc �� I ,' \\ ' NO. 30 SIEVE. NO EXPANSIVE MATERIALS. NO. 30 SIEVE. NO EXPANSIVE MATERIALS. �\ >.: ; - j / \i/\\ �'� COMPACT TO 90% RELATIVE COMPACTION. i/\\ COMPACT TO 90% RELATIVE COMPACTION. 1/6 Bc CRUSHED STONE OR ROUNDED GRAVEL BEDDING SHAPED TRENCH SHALL BE EXCAVATED . I •.� '��'"'-� -�-�- i ---- ONLY WITH BUCKET THAT MATCHES THE .......... CRUSHED STONE OR ROUNDED GRAVEL BEDDING MATERIAL, 1 SIE PASSING 1" SIEVE, 9510 " Bc DIMENSION OF THE PIPE. MATERIAL 100 PASSING 1 SIEVE 95% I PASSING 4'4" SIEVE, 95%. RETAINED ON I � � L 4" (MINIMUM) MIN. LZ Bc WIDTH OF Bc/8 OR 4 (MINIMUM) PASSING -Y4SIEVE 95% RETAINED ON 0.68c WIDTH OF I I A NO. 4 SIEVE, CAREFULLY PLACED, I.E. SPADED SHAPED SUBGRADE EXCAVATE FOR CLEARANCE Bc + 2' WHICHEVER IS GREATER A N0. 4 SIEVE, CAREFULLY PLACED. I.E. SPADED SHAPED SUBGRADE EXCAVATE FOR CLEARANCE h'—� 1 OR SHOVEL -SLICED SO THAT THE MATERIAL FILLS Bc + 2 (MIN. 4")OF ALL PIPE BELLS OR SHOVEL -SLICED SO THAT THE MATERIAL FILLS WITH FINE GRANULAR Bc + 2 OF ALL PIPE BELLS AND SUPPORTS THE HAUNCH AREA AND ENCASES FILL MATERIAL (MIN. 4") THE PIPE TO THE LIMITS SUPPORTS THE HAUNCH AREA AND ENCASES MITS SHOWN. GRANULAR FOUNDATION THE PIPE TO THE LIMITS SHOWN. SHAPED SUBGRADE WITH GRANULAR FOUNDATION SHAPED SUBGRADE GRANULAR FOUNDATION Prepared By. TRENCH DETAIL TRENCH DETAIL ASTM CLASS "B" TRENCH — REINFORCED CONCRETE PIPE DATE REVISIONS BY C�SH ASTM CLASS "C" TRENCH — REINFORCED CONCRETE PIPE FOR 36" CLASS V R.C.P. WITH GREATER THAN 25' TO 30' BACKFILL DEPTHS 1 23 REVISED PER C.O.B.S IST COMMENTS SW M_ FOR 36" CLASS III R.C.P. WITH 7' TO 9' BACKFILL DEPTHS & FOR 36" CLASS IV R.C.P. WITH GREATER THAN 9' TO 14' BACKFILL DEPTHS & dik'soams FOR 36" CLASS V R.C.P. WITH GREATER THAN 14' TO 25' BACKFILL DEPTHS & a LAN MeM—OWMGNEW" ©WN File Name: 04102SW06 Drawn: SLU SEWER IMPROVEMENTS — ASHE ROAD TO McCUTCHEN ROAD SHEET N0. CITY a BAKERSFIELD, C PUBLIC WORKS DEPARTMENT Job No.: 04102 Engineer: SER ASHE ROAD STA. 76+00.00 C.L.-STA. 88+00.69 C.L. 3 of 4Date: 01/06/09 Checked By. SER zU I EXIST EXISTING i a ELEV ELEVATION I R/W RIGHT OF WAY M.H. MANHOLE I FL FLOWLINE t8 ++ W 00 00 co TOP OF MANHOLE c� v'v' — • g FURNISH & INSTALL SEWER LINE PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. 76+00 77+00 78+00 79+00 � SEWER 30" COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY (PAVED AREAS ONLY) I FINISHED SURFACE ELEVATION - DETERMINED BY SEPARATE - - I- - - PLANS 81+00 82+00 CLSEWER 30" COMPACTED TO 95% OF MAXIMUM 1 RELATIVE DENSITY (PAVED AREAS ONLY) I FINISHED SURFACE ELEVATION BE DETERMINED BY SEPARATE - PLANS �-mmoZf7 10 85+00 q SEWER 30" COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY (PAVED AREAS ONLY) _ �FINISHED SURFACE ELEVATION TO BE DETERMINED BY SEPARATE + - - PLANS 87+00 354 — s EXISTING SEWER UNE C> EXISTING SEWER MANHOLE 352 EXISTING SEWER STRUCTURE 350/�ISf;�i�i EXISTING 6" SEWER FORCE MAIN TO BE ABANDONED IN PLACE OR REMOVED PER 348 C.O.B.'S REQUIREMENTS AND CONSTRUCTION SPECIFICATIONS. SECTION DESIGNATION: 344 SECTION � 342 2 SHEET WHERE SECTION IS SH N 340 NOTE : 338 1) ALL PIPE ELEVATIONS ARE INVERT ELEVATIONS UNLESS E ESS OTHERWISE NOTED. ;336 334 I 332 k Mei r G7 330 h 328 � c►vi . �P q 326 q�OF 0i DATE: 324 88+00 89+00 SEWER 30" COMPACTED TO 959. OF MAXIMUM RELATIVE DENSITY (PAVED AREAS ONLY) I FINISHED SURFACE ELEVATION �TOpB S DETERMINED BY SEPARATE PL x x x x x x x x x x x x x x x x x x x xl x x x x x x x x x x x x x x x x x x TRENCH SIDESLOPES TO MEET ALL I x x x x x x x x x x x� x TRENCH SIDESLOPES TO MEET ALL SAFETY REQUIREMENTS X x X X X X x X X x X x I SAFETY REQUIREMENTS x x x x x x x, x x x x x X X X X X X � X X X X X x 1 X X X X X X X X X X X X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I x x x x x x x x x x " NO ROCKS, CLODS, LARGER THAN 3 NO ROCKS, CLODS, LARGER THAN 3" I x x x x X1 x x x x x MINIMUM S.E. = 20. COMPACT TO x X x X X I X x X x x MINIMUM S.E. = 20. COMPACT TO �\ x x x x x x x x x /\ �\ /\ ��\ x x x x x x x X /\\ 90% RELATIVE COMPACTION \ /\�' 90% RELATIVE COMPACTION \� �\ �\ �\ x x x x x x x x x i x x x x x x x x� x x x x �c x x x X 12" \\ x x x x l x x x x % 12" \\/\� x x x I x x x /\ 12" PIPE ZONE, MINIMUM SAND EQUIVALENT \�/\ x X x X1 x x x x /��/ 12" x x x x x x �\ PIPE ZONE, MINIMUM SAND EQUIVALENT // `\� /\\\ OF 20, 100% PASSING V4" SIEVE, 35-100% OF 20, 100% PASSING -Y4" SIEVE. 35-100% \\ PASSING NO. 4 SIEVE, 20-100% PASSING PASSING N0. 4 SIEVE, 20-100% PASSING � �� 1/2 Bc �� I ,' \\ ' NO. 30 SIEVE. NO EXPANSIVE MATERIALS. NO. 30 SIEVE. NO EXPANSIVE MATERIALS. �\ >.: ; - j / \i/\\ �'� COMPACT TO 90% RELATIVE COMPACTION. i/\\ COMPACT TO 90% RELATIVE COMPACTION. 1/6 Bc CRUSHED STONE OR ROUNDED GRAVEL BEDDING SHAPED TRENCH SHALL BE EXCAVATED . I •.� '��'"'-� -�-�- i ---- ONLY WITH BUCKET THAT MATCHES THE .......... CRUSHED STONE OR ROUNDED GRAVEL BEDDING MATERIAL, 1 SIE PASSING 1" SIEVE, 9510 " Bc DIMENSION OF THE PIPE. MATERIAL 100 PASSING 1 SIEVE 95% I PASSING 4'4" SIEVE, 95%. RETAINED ON I � � L 4" (MINIMUM) MIN. LZ Bc WIDTH OF Bc/8 OR 4 (MINIMUM) PASSING -Y4SIEVE 95% RETAINED ON 0.68c WIDTH OF I I A NO. 4 SIEVE, CAREFULLY PLACED, I.E. SPADED SHAPED SUBGRADE EXCAVATE FOR CLEARANCE Bc + 2' WHICHEVER IS GREATER A N0. 4 SIEVE, CAREFULLY PLACED. I.E. SPADED SHAPED SUBGRADE EXCAVATE FOR CLEARANCE h'—� 1 OR SHOVEL -SLICED SO THAT THE MATERIAL FILLS Bc + 2 (MIN. 4")OF ALL PIPE BELLS OR SHOVEL -SLICED SO THAT THE MATERIAL FILLS WITH FINE GRANULAR Bc + 2 OF ALL PIPE BELLS AND SUPPORTS THE HAUNCH AREA AND ENCASES FILL MATERIAL (MIN. 4") THE PIPE TO THE LIMITS SUPPORTS THE HAUNCH AREA AND ENCASES MITS SHOWN. GRANULAR FOUNDATION THE PIPE TO THE LIMITS SHOWN. SHAPED SUBGRADE WITH GRANULAR FOUNDATION SHAPED SUBGRADE GRANULAR FOUNDATION Prepared By. TRENCH DETAIL TRENCH DETAIL ASTM CLASS "B" TRENCH — REINFORCED CONCRETE PIPE DATE REVISIONS BY C�SH ASTM CLASS "C" TRENCH — REINFORCED CONCRETE PIPE FOR 36" CLASS V R.C.P. WITH GREATER THAN 25' TO 30' BACKFILL DEPTHS 1 23 REVISED PER C.O.B.S IST COMMENTS SW M_ FOR 36" CLASS III R.C.P. WITH 7' TO 9' BACKFILL DEPTHS & FOR 36" CLASS IV R.C.P. WITH GREATER THAN 9' TO 14' BACKFILL DEPTHS & dik'soams FOR 36" CLASS V R.C.P. WITH GREATER THAN 14' TO 25' BACKFILL DEPTHS & a LAN MeM—OWMGNEW" ©WN File Name: 04102SW06 Drawn: SLU SEWER IMPROVEMENTS — ASHE ROAD TO McCUTCHEN ROAD SHEET N0. CITY a BAKERSFIELD, C PUBLIC WORKS DEPARTMENT Job No.: 04102 Engineer: SER ASHE ROAD STA. 76+00.00 C.L.-STA. 88+00.69 C.L. 3 of 4Date: 01/06/09 Checked By. SER APPROXMATE ENISTINGGOUNd1 -- -- - - _- - -- 0 CEN RUNE SEWER TRUNK 4.6 - - _ t r -_rr---------- I i i i " SE INVERT INWRT "10 INVERT R 6" SE .�. ± Jt 7 W'ri o t c� J JLC ►7z N I ff I uwj j�— -- _ __._—_ _--_— _-_--- — 41 0O t tD c0 2Lj I 0 oz Z ci Mto cn3 —---- cy+ W= r =W OW^ MM ± z �V �V �U +WW t0 Ia•- �. ^ W i W W QV i a -- — _ _ - , --- - -- vwi ci Lii z �� z -- SEE SH :ET 2 FOR CONTI UATION j 76+00 77+00 78+00 79+00 � SEWER 30" COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY (PAVED AREAS ONLY) I FINISHED SURFACE ELEVATION - DETERMINED BY SEPARATE - - I- - - PLANS 81+00 82+00 CLSEWER 30" COMPACTED TO 95% OF MAXIMUM 1 RELATIVE DENSITY (PAVED AREAS ONLY) I FINISHED SURFACE ELEVATION BE DETERMINED BY SEPARATE - PLANS �-mmoZf7 10 85+00 q SEWER 30" COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY (PAVED AREAS ONLY) _ �FINISHED SURFACE ELEVATION TO BE DETERMINED BY SEPARATE + - - PLANS 87+00 354 — s EXISTING SEWER UNE C> EXISTING SEWER MANHOLE 352 EXISTING SEWER STRUCTURE 350/�ISf;�i�i EXISTING 6" SEWER FORCE MAIN TO BE ABANDONED IN PLACE OR REMOVED PER 348 C.O.B.'S REQUIREMENTS AND CONSTRUCTION SPECIFICATIONS. SECTION DESIGNATION: 344 SECTION � 342 2 SHEET WHERE SECTION IS SH N 340 NOTE : 338 1) ALL PIPE ELEVATIONS ARE INVERT ELEVATIONS UNLESS E ESS OTHERWISE NOTED. ;336 334 I 332 k Mei r G7 330 h 328 � c►vi . �P q 326 q�OF 0i DATE: 324 88+00 89+00 SEWER 30" COMPACTED TO 959. OF MAXIMUM RELATIVE DENSITY (PAVED AREAS ONLY) I FINISHED SURFACE ELEVATION �TOpB S DETERMINED BY SEPARATE PL x x x x x x x x x x x x x x x x x x x xl x x x x x x x x x x x x x x x x x x TRENCH SIDESLOPES TO MEET ALL I x x x x x x x x x x x� x TRENCH SIDESLOPES TO MEET ALL SAFETY REQUIREMENTS X x X X X X x X X x X x I SAFETY REQUIREMENTS x x x x x x x, x x x x x X X X X X X � X X X X X x 1 X X X X X X X X X X X X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I x x x x x x x x x x " NO ROCKS, CLODS, LARGER THAN 3 NO ROCKS, CLODS, LARGER THAN 3" I x x x x X1 x x x x x MINIMUM S.E. = 20. COMPACT TO x X x X X I X x X x x MINIMUM S.E. = 20. COMPACT TO �\ x x x x x x x x x /\ �\ /\ ��\ x x x x x x x X /\\ 90% RELATIVE COMPACTION \ /\�' 90% RELATIVE COMPACTION \� �\ �\ �\ x x x x x x x x x i x x x x x x x x� x x x x �c x x x X 12" \\ x x x x l x x x x % 12" \\/\� x x x I x x x /\ 12" PIPE ZONE, MINIMUM SAND EQUIVALENT \�/\ x X x X1 x x x x /��/ 12" x x x x x x �\ PIPE ZONE, MINIMUM SAND EQUIVALENT // `\� /\\\ OF 20, 100% PASSING V4" SIEVE, 35-100% OF 20, 100% PASSING -Y4" SIEVE. 35-100% \\ PASSING NO. 4 SIEVE, 20-100% PASSING PASSING N0. 4 SIEVE, 20-100% PASSING � �� 1/2 Bc �� I ,' \\ ' NO. 30 SIEVE. NO EXPANSIVE MATERIALS. NO. 30 SIEVE. NO EXPANSIVE MATERIALS. �\ >.: ; - j / \i/\\ �'� COMPACT TO 90% RELATIVE COMPACTION. i/\\ COMPACT TO 90% RELATIVE COMPACTION. 1/6 Bc CRUSHED STONE OR ROUNDED GRAVEL BEDDING SHAPED TRENCH SHALL BE EXCAVATED . I •.� '��'"'-� -�-�- i ---- ONLY WITH BUCKET THAT MATCHES THE .......... CRUSHED STONE OR ROUNDED GRAVEL BEDDING MATERIAL, 1 SIE PASSING 1" SIEVE, 9510 " Bc DIMENSION OF THE PIPE. MATERIAL 100 PASSING 1 SIEVE 95% I PASSING 4'4" SIEVE, 95%. RETAINED ON I � � L 4" (MINIMUM) MIN. LZ Bc WIDTH OF Bc/8 OR 4 (MINIMUM) PASSING -Y4SIEVE 95% RETAINED ON 0.68c WIDTH OF I I A NO. 4 SIEVE, CAREFULLY PLACED, I.E. SPADED SHAPED SUBGRADE EXCAVATE FOR CLEARANCE Bc + 2' WHICHEVER IS GREATER A N0. 4 SIEVE, CAREFULLY PLACED. I.E. SPADED SHAPED SUBGRADE EXCAVATE FOR CLEARANCE h'—� 1 OR SHOVEL -SLICED SO THAT THE MATERIAL FILLS Bc + 2 (MIN. 4")OF ALL PIPE BELLS OR SHOVEL -SLICED SO THAT THE MATERIAL FILLS WITH FINE GRANULAR Bc + 2 OF ALL PIPE BELLS AND SUPPORTS THE HAUNCH AREA AND ENCASES FILL MATERIAL (MIN. 4") THE PIPE TO THE LIMITS SUPPORTS THE HAUNCH AREA AND ENCASES MITS SHOWN. GRANULAR FOUNDATION THE PIPE TO THE LIMITS SHOWN. SHAPED SUBGRADE WITH GRANULAR FOUNDATION SHAPED SUBGRADE GRANULAR FOUNDATION Prepared By. TRENCH DETAIL TRENCH DETAIL ASTM CLASS "B" TRENCH — REINFORCED CONCRETE PIPE DATE REVISIONS BY C�SH ASTM CLASS "C" TRENCH — REINFORCED CONCRETE PIPE FOR 36" CLASS V R.C.P. WITH GREATER THAN 25' TO 30' BACKFILL DEPTHS 1 23 REVISED PER C.O.B.S IST COMMENTS SW M_ FOR 36" CLASS III R.C.P. WITH 7' TO 9' BACKFILL DEPTHS & FOR 36" CLASS IV R.C.P. WITH GREATER THAN 9' TO 14' BACKFILL DEPTHS & dik'soams FOR 36" CLASS V R.C.P. WITH GREATER THAN 14' TO 25' BACKFILL DEPTHS & a LAN MeM—OWMGNEW" ©WN File Name: 04102SW06 Drawn: SLU SEWER IMPROVEMENTS — ASHE ROAD TO McCUTCHEN ROAD SHEET N0. CITY a BAKERSFIELD, C PUBLIC WORKS DEPARTMENT Job No.: 04102 Engineer: SER ASHE ROAD STA. 76+00.00 C.L.-STA. 88+00.69 C.L. 3 of 4Date: 01/06/09 Checked By. SER • to O z QJ ++ 00 00 ma mW) H3' I FUTURE R/W I i I ' INV INVERT I � i M 'n o00 i I W I c`q x 1 55' OZ 30' cz� r _jW {{ W� UEn �a V0 =W cotes ( ( I I �LLJ Q� ttooCO S ( ++; UQ e:a �� ! z o �rn V)*(nv~ici FUTURE R/W __ __ � �N % I I Urir� / II ' I w - -- -- -- - -- -- �- -- N li i 1 it N000 j I co00 --- -- -- -- -- -- -- _- _` -------------- -- - - j I I Z_ -e EXISTING R/W EXISTING 60" SEWER -_ __— --- ---- --- --- i i I S —S— S_. EXISTING 48" SEWER t I EX. SEWER MANHOLE _ - - - ----- - _ 51+00 _ - - 52+00 _ _ 53+00 54+00 l 353.34 TOP RIM _ _ - - - - - I - S _ 55+00 _ _ _ 56+00 - _ - 57+00 I 58+00 59+00 ` `'_ " -- _ - _ -- ----------_-.-- -- ------------------ „ -- — --- S-� S - - —�- - ---+- - - - -�— -S89�1 05 E _ 60+00 _ fit+o0 62+00 � o - °O co in EXISTING 48 SEWER _ _-------- -------- ------ -- ----- ---__ +- --- -_-- N v v7 $89'01'05"E - - - - - - VARIES - S S -� - » S - -- - - - - - - - - -- -- _ _ _ _ _ s g S 36 SEWER 457.29 S EX. 48 SEWER - _ - - _ - - - s - - _ s $891 05"E 36" SEWER 116.5 -#22 j EX. SEWER M ANHtri.� o _ _ _ __ S s 457.29 c`� 351.71 TOP RIM - - - S S ------ _ Mi ----- -- -- -- __ 1 - - - - - - - - - - - - - - - _ _ ^-� _ _ - - -------c., --------- --- EXISTING DIRT ROAD a -- -- -- -- , -- -- -- - _- - --ms`s- -OH -f-_— H -- —pF{= - - - - - - - - - - - - ------------------------ -- ----------_..--- ----^--T------- --- ------ - --- - - - -- + �. -- — - --- X' ___ OH — — — - -01�= =OFfi - - - - - - - - - - - - - -'..� FD. C.O.B. CONC. MON. w/B.C. IN GATE - �X - - X - - _ - _ �- X - = X - Oki = OH — — — --OH — — — —OH — — — - -OH — o -- --- - 1 I I I L.H. MKD. REP. 5-9-91, 10" DEEP - - X X X X `X - -_ -'O" _ K_�__ � �- f 1 I FOR N.W. COR. SEC. 34, 30/27 EXISTING 72 SEWER EX. 6' HIGH CHAIN LINK FENCE _ ~"- `--- - - - — - - -_ _- - - - - - - - - - - - - - - -cn 25'' cr EX. OVERHEAD UTILITY LINE FUTURE R/W - - - - - - - - ` \ co M z vwim N� FUTURE FL \ N 10, LLI 3i MN ZUV)\ 1 aNC-1 L0 U Ua -� in 4icm aO06 l) aN l ��O V) o c" I`n,Ln EX. SBC BURIED TELE. CABLE l I f ' N i W 0_ U IOU') 'CITY Dr BAKERSr IEL� TO BE RELOCATED BY OTHERS " r NOTE: CONTRACTOR SHALL REPLACE OR REPAIR TO THEIR ORIGINAL CONDITION, ALL ozc"dd >JJNICIPAL 1✓ARhI N�. FUTURE FL / 1 EXISTING 6 FORCE MAIN z° r~ FUTURE R/W I:: TO BE ABANDONED OR EXISTING IMPROVEMENTS, UTILITIES AND FACILITIES THAT ARE REMOVED OR DAMAGED w o Ia cn rn i < REMOVED PER C.O.B. DUE TO THE CONTRACTOR'S ACTIVITIES, INCLUDING BUT NOT LIMITED TO FENCING, ��"' _H 41 IRRIGATION FACILITIES, PUBLIC UTILITIES, STREET IMPROVEMENTS, ROADWAYS &DRIVEWAYS EX. 6, CHAIN II 30' 0' ; REQUIREMENTS AND (REGARDLESS OF EXISTING SURFACING TYPE), DRAINAGE FACILITIES, LANDSCAPING, LINK FENCEC - --' 4' CONSTRUCTION SPECIFICATIONS. POSTAL FACILITIES, SIGNS, MARKERS, ETC. WHETHER PUBLIC OR PRIVATE. ONTRACTOR SHALL MAINTAIN DIRT ROAD. N.E.y / SEC, 33r� . i R . E. 601MCUTCHENROAD EX. OVERHEAD UTILITY LINE TO BE RELOCATED BY OTHERS lil STA. 53+00.00 C.L. TO STA. 62+53.66 C.L. +' SCALE: 1,� = 50 HORIZONTAL ASHE ROAD 1 = 5 VERTICAL SEE SHEET 3 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 LEGEND: CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLOWLINE 52+00 53+00 TOP OF MANHOLE — S FURNISH & INSTALL SEWER LINE PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. S EXISTING SEWER LINE ISS EXISTING SEWER MANHOLE `Q)J EXISTING SEWER STRUCTURE f//�` '�fJ✓✓� EXISTING 6" SEWER FORCE MAIN TO BE ABANDONED IN PLACE OR REMOVED PER C.O.B.'S REQUIREMENTS AND CONSTRUCTION SPECIFICATIONS. 54+00 SECTION DESIGNATION: SECTION LETTER 2 ERE SHEET WHSECTION IS SHOWN NOTE : 1) ALL PIPE ELEVATIONS SHOWN ARE ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 55+00 56+00 57+00 58+00 59+00 Prepared By. 60+00 61+00 SHAPED SUBGRADE OR SHOVEL -SLICED SO THAT THE MATERIAL FILLS AND SUPPORTS THE HAUNCH AREA AND ENCASES SEWER TO 957. OF MUM DATE ! SEWER TO 95X OF RELATIVEPDEN�TY (PAVED AREASONLY) 123 RELATIACTED VE DENSITY (PAVED AREASUM FINISHED SURFACE EVELATION - -FTO BE DETERMINED BY SEPARATE TRENCH DETAIL SHAPED SUBGRADE 1 FINISHED SURFACE ELEVATION BE DETERMINED BY SEPARATE PLANS _ - - ,_TO PLANS - UM MMMG • aML UMMIC FOR 36" CLASS IV R.C.P. WITH 9' TO 15" BACKFILL DEPTHS x X X X x X X X X x x xx TRENCH SIDESLOPES TO MEET All X X X X x x X x X X X X X X X x X SAFETY REQUIREMENTS X X X x x x x x x x x x x x X x x x x X X X x x I x x X x X x X x x x XIX x x X X X x x x NO ROCKS, CLODS, LARGER THAN 3" MINIMUM S.E. - 20. COMPACT TO x x x x x \ 90% RELATIVE COMPACTION X X X X x X X X X X x x x x* x x x x Date: 01/06/99 Checked By. SER \< X x /j 12" x c x x x �/� x x x x x x x x /j 12- APP OXIMATE EXISTING GROUND \ 4OX PASSING 20-1100% P SSIN00G% NO. 30 NOCOMP DATE: 1/6 Be CTI TO 90% RELATIVEI COMPACTION. CRUSHED STONE OR ROUNDED GRAVEL BEDDING I SHAPED TRENCH SHALL BE EXCAVATED ONLY WITH BUCKET THAT MATCHES THE - - --_ --} -- - --.---- _ -F — -I _ --- I -- -- -- --- ------ - -- -- -- -------- - _ _ ` I i I 01 3 a --- - -- + - -- -- - i -- --- INVERT " SEWER- INVLKI i LOCATION A14D INVERT ELEV. --- - ---�- `*-'--- �- -_ --- - --- - i - OF BEFORE EXISTING C SEWER STRUCTXIN AND - 0.08%Ll ---- -- { I I j I I --- i i _ _ _ ____ W cc J z <_ Q -� U -- - - 0.- W _ NW _ tp - - v ANY � DISCREPANCIES. -� - --- cnZz Wil O 00 C4, o w O OR co clj* M 3cn a0 rn C6 a0 zz Z Z j -- ' 0 m: z Q'UW z o- � v> CL �+� 10 O -I U ��ZK + d 00 i Z O W Q '� -H > ii Z ---- _ a OD d- M HA tn Z ----- wINSTALL 57.29 OF 36 SEWER 0 0.08% INSTALL 457.29 LF OF 36" SEWER 0 i � 52+00 53+00 TOP OF MANHOLE — S FURNISH & INSTALL SEWER LINE PER CITY STANDARDS ® FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4. S EXISTING SEWER LINE ISS EXISTING SEWER MANHOLE `Q)J EXISTING SEWER STRUCTURE f//�` '�fJ✓✓� EXISTING 6" SEWER FORCE MAIN TO BE ABANDONED IN PLACE OR REMOVED PER C.O.B.'S REQUIREMENTS AND CONSTRUCTION SPECIFICATIONS. 54+00 SECTION DESIGNATION: SECTION LETTER 2 ERE SHEET WHSECTION IS SHOWN NOTE : 1) ALL PIPE ELEVATIONS SHOWN ARE ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 55+00 56+00 57+00 58+00 59+00 Prepared By. 60+00 61+00 SHAPED SUBGRADE OR SHOVEL -SLICED SO THAT THE MATERIAL FILLS AND SUPPORTS THE HAUNCH AREA AND ENCASES SEWER TO 957. OF MUM DATE ! SEWER TO 95X OF RELATIVEPDEN�TY (PAVED AREASONLY) 123 RELATIACTED VE DENSITY (PAVED AREASUM FINISHED SURFACE EVELATION - -FTO BE DETERMINED BY SEPARATE TRENCH DETAIL SHAPED SUBGRADE 1 FINISHED SURFACE ELEVATION BE DETERMINED BY SEPARATE PLANS _ - - ,_TO PLANS - UM MMMG • aML UMMIC FOR 36" CLASS IV R.C.P. WITH 9' TO 15" BACKFILL DEPTHS x X X X x X X X X x x xx TRENCH SIDESLOPES TO MEET All X X X X x x X x X X X X X X X x X SAFETY REQUIREMENTS X X X x x x x x x x x x x x X x x x x X X X x x I x x X x X x X x x x XIX x x X X X x x x NO ROCKS, CLODS, LARGER THAN 3" MINIMUM S.E. - 20. COMPACT TO x x x x x \ 90% RELATIVE COMPACTION X X X X x X X X X X x x x x* x x x x Date: 01/06/99 Checked By. SER \< X x /j 12" x c x x x �/� x x x x x x x x /j 12- /i PIPE ZONE, MINIMUM SAND EQUIVALENT / SSING Y4� SIEVE. A NO. ASIEVE. �/ \ 4OX PASSING 20-1100% P SSIN00G% NO. 30 NOCOMP DATE: 1/6 Be CTI TO 90% RELATIVEI COMPACTION. CRUSHED STONE OR ROUNDED GRAVEL BEDDING I SHAPED TRENCH SHALL BE EXCAVATED ONLY WITH BUCKET THAT MATCHES THE CITY OF BAKERSFIELD, CALIFORNIA 62+00 J'T CIVIC �P c, ATF OF CAL\E 63+00 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 4" MIN MATERIAL, 100% PASSING 1 SIEVE, 952 Be DIMENSION OF THE PIPE PASSING W SIEVE, 95% RETAINED ON % Be WIDTH OF I A NO. 4 SIEVE, CAREFULLY PLACED, I.E. SPADED Prepared By. t" SHAPED SUBGRADE OR SHOVEL -SLICED SO THAT THE MATERIAL FILLS AND SUPPORTS THE HAUNCH AREA AND ENCASES EXCAVATE FOR CLEARANCEOF ALL PIPE BELLS DATE REVISIONS BY Hr__l THE PIPE TO THE LIMITS SHOWN. 123 REVISED PER C.O.B.'S IST COMMENTS SLU GRANULAR FOUNDATION TRENCH DETAIL SHAPED SUBGRADE &Amocmm ASTM CLASS "C" TRENCH - REINFORCED CONCRETE PIPE - UM MMMG • aML UMMIC FOR 36" CLASS IV R.C.P. WITH 9' TO 15" BACKFILL DEPTHS { 0 Zoos File Name: 04102SW06 Drawn: SLU SEWER IMPROVEMENTS — MCCUTCHEN ROAD TO ASHE ROAD SHEET NO. Job No.: 04102 Engineer: SER PUBLIC WORKS DEPARTMENT MCCUTCHEN ROAD (WWTP 111) TO ASHE ROAD STA. 53+00.00 C.L. - STA. 62+53.66 C.L. 4 OF 4 Date: 01/06/99 Checked By. SER