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HomeMy WebLinkAbout6.2-624LIST OF DRAWINGS: SHEET 1 COVER SHEET SHEET 2 ASHE ROAD STA. 36+21.97 C.L. TO STA. 49+00.001 SHEET 3 ASHE ROAD - STA. 49+00.00 C.L. TO STA. 60+00.00 SHEET 4 ASHE ROAD STA. 60+00.00 C.L. TO STA. 67+19.81 BENCHMARK USED.- BENCHMARK SED: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 STINE 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 0 NORTHEAST CORNER OF MOUNTAIN RIDGE DRIVE AND McKEE ROAD. ELEVATION = 350.52 (U.S.G.S. DATUM NAVD 88) BASIS OF BEARINGS: 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 OF THESE PLANS: SW -3, SW -4, SW -5, SW -6, SW -9 LE G_ END: ABBREVIATIONS -- x x------------- I 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 PP POWER POLE ,O • 4 .6 TOP OF MANHOLE —.—S— FURNISH & INSTALL SEWER LINE PER CITY STANDARDS + FURNISH & INSTALL SEWER MANHOLE TYPE ".A" PER C.O.B. STD. SW -4. STORM DRAIN MANHOLE CATCH BASIN SHAPED TRENCH SHALL BE EXCAVATED EXISTING DOWN GUY -O- EXISTING POWER POLE — s— EXISTING SEWER LINE G EXISTING GAS LINE — EXISTING FENCE LINE �/2 Bc WIDTH OF EXISTING EDGE OF PAVEMENT —T-- EXISTING TELEPHONE LINE T-- RELOCATED TELEPHONE LINE — --OH- -L EXISTING POWER LINE E RELOCATED POWER LINE — -- FUTURE STREET LIGHT - - D FUTURE STORM DRAIN LINE PROPOSED GAS AND ELEC. u JOINT TRENCH TV EXISTING CABLE LINE NOTE : 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS' UNLESS OTHERWISE NOTED. SECTION DESIGNA11ON: SECTION LETTER IL �2 SHEET NERIE SECTION IS SHOWN CH T . - PEFB FEl =--2jIDD DEPARThffilqT OF PUBLEC WORKS SEWER 0 VEMEN AISH I E R OAD FROM �FUTURE LIFT TO SR1191TAFT HIGHWAY W 0 1 RI U NT OF CQNNECTI�I CD OSED EWER ING 6" FORCE TO REMAIN i I 1 f t FD. K.C.S. 2" B.C. DOWN 24" FUTURE R/W T/S . 1/4 COR. SEC. 34, 30/27 . i 1 BK. 15, PG. 178 McKEE ROAD 2) EX. 15" SEWERS (UPPER AND LOWER SMH 6 - - EX. 24"" STEEL I i EXIST. TEMPORARY CASING LIFT STATION I II I t I 1 II I N I11 I I t J t � f = I ' � l SMH t5 1 1 i 7 \� PROPOSED I I � j 36 SEWER f II 6 r.. I ' 5 C? ruI _ _4 }- co2 w W SMH ,4 t t 29 t t I t THORTON AVENUE 1 1 1 I Io t 28 � 27 II PROPOSED 5Z 36" SEWER 1 I 5 1 f ilk U) I t I 4 /\ ✓�\ /\� 1 i3 SMH I3 2 I EXISTING R/W 1 ep NN 1 j f AVE UE t AVENUE tU PROPOSED 36" SEWER t =0 55 I ! F SMH 1 2 ` 52 I I t I�i 111 i IN ' I t I I f SMH11 t PROPOSED It 36" SEWER STUB AND PLUG ' FUTURE SEVER MANHOLE tl _ _ NATE ROUTVI- ER-1 ER -119 TAF- HIGHWAY _ _ + - FUTURE SEWER SLEEVES { t KEY MAP ' SCALE: 1"=200' i CE SEWER 30" COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY (PAVED AREAS ONLY) FINISHED SURFACE ELEVATION - DETERMINED BY SEPARATE - (- - - PLANS TRENCH SIDESLOPES TO MEET ALL SAFETY REQUIREMENTS NO ROCKS, CLODS, LARGER THAN 3" MINIMUM S.E. = 20. COMPACT TO 90% RELATIVE COMPACTION PIPE ZONE, MINIMUM SAND EQUIVALENT OF 20, 100% PASSING ;Y4" SIEVE, 35-100% /// PASSING NO. 4 SIEVE, 20-100% PASSING NO. 30 SIEVE. NO EXPANSIVE MATERIALS. COMPACT TO 90% RELATIVE COMPACTION. CRUSHED STONE OR ROUNDED GRAVEL BEDDING MATERIAL, 100% PASSING 1" SIEVE, 95% PASSING -Y4" SIEVE, 95% RETAINED ON A NO. 4 SIEVE, CAREFULLY PLACED, I.E. SPADED OR SHOVEL -SLICED SO THAT THE MATERIAL FILLS AND SUPPORTS THE HAUNCH AREA AND ENCASES THE PIPE TO THE LIMITS SHOWN. SEWER 30" COMPACTED TO 95% OF MAXIMUM I RELATIVE DENSITY (PAVED AREAS ONLY) I FINISHED SURFACE ELEVATION BE DETERMINED BY SEPARATE - �- - PLANS x x x x x -- x x------------- I ---------- x Ix x x///12 X x x X X X XI X x x X x x X x�x x x x / X X X X XI X X X XX X x x x x X X Xx x X X I x X X X SHAPED TRENCH SHALL BE EXCAVATED ONLY WITH BUCKET THAT MATCHES THE I Bc DIMENSION OF THE P6PE. �/2 Bc WIDTH OF SHAPED SUBGRADE (MIN. 4") EXCAVATE FOR CLEARANCE Rr + �' OF ALL PIPE BELLS E•`T=%��`111:�l�% TRENCH DETAIL ASTM CLASS "C" TRENCH — REINFORCED CONCRETE PIPE FOR 36" CLASS V R.C.P. WITH GREATER THAN 14' TO 25' BACKFILL DEPTHS & C}_ SEWEF2 30" COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY (PAVED AREAS ONLY) FINISHED SURFACE ELEVATION - - - TO BE DETERMINED BY SEPARATE - - PLANS CL SEWER 30" COMPACTED TO 95% OF MAXIMUM RELATIVE DENSITY (PAVED AREAS ONLY) IFINISHED SURFACE ELEVATION /-FINISHED BE DETERMINED BY SEPARATE -'- PLANS ----------- X X X x X X X X X X X x �X X x x X X - TRENCH SIDESLQPES TO MEET ALL I x x x x x x ' x X x x x x SAFETY REQUIREMENTS X X x X x x x I 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 NO ROCKS, CLODS, LARGER THAN 3" I X X X X XI X X X X X X x X X x X x X /\\� 9METCOMPACT TO \/ 0�RLAIVE COMPACTION x x x ' x x x / 12" PIPE ZONE, MINIMUM SAND EQUIVALENT x X X xi x x X x // 12" OF 20, 100% PASSING -Y4" SIEVE, 35-100%/\ \ PASSING NO. 4 SIEVE, 20-100% PASSING 1/2 Bc \// I \X NO. 30 SIEVE. NO EXPANSIVE MATERIALS. \ \/ COMPAC. T TO 90% RELATIVE COMPACTION. 3 �T CRUSHE17 STONE OR ROUNDED GRAVEL BEDDING `- MINIMUM Bc 8 OR 4" MATERIAL, 100% PASSING 1" SIEVE, 95% / 4"(MINIMUM) PASSING -Y4- SIEVE 95% RETAINED ON 0.68c WIDTH OF SHAPED SUBGRADE EXCAVATE FOR CLEARANCE WHICHEVER IS GREATER A NO. 4 SIEVE, CAREFULLY PLACED, I.E. SPADED OR SHOVEL -SLICED SO THAT THE MATERIAL FILLS WITH FINE GRANULAR Bc ; 2' OF ALL PIPE BELLS FILL MATERIAL (MIN. 4 �+ AND SUPPORTS THE HAUNCH AREA AND ENCASES ) GRANULAR FOUNDATION THE PIPE TO THE LIMITS SHOWN. SHIPPED SUBGRADE WITH GRANULAR FOUNDATION TREN&H Q TAIL ASTM CLASS "B" TRENCH — REINFORCED CONCRETE PIPE FOR 36" CLASS V R.C.P. WITH GREATER THAN 25' TO 30' BACKFILL DEPTHS CALF , -10 DATE: 0 i iii III! III l NO TE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: CZASS 14 NO TE: THE CONTRACTOR SHALL CONTACT THE ':QA L OCA TOR SERVICE 1-800-642-2444, 4,3 HOURS PRIOR TO EXCA VA TION. ±0.57 MILES VILIIVI I T M/A1' NO SCALE RAUL M. ROJAS, R.C.E. 39500, EXPIRES 12-31 PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: //K9 DAT'I T ,11 (IIID ■ ■ASNE ROAD., _ 0TO ■ U 6.2-624 NO OF 4 SHEETS 1 � 4" PG&E _aHGAS STUB _ S010'45'36"W_ S.W. COR. SEC. 34- LEGEND: ABBREVIATIONS 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 PP POWER POLE - 45' TOP OF MANHOLE — • s FURNISH & INSTALL SEWER EXISTING POWER LINE TO BE LINE PER CITY STANDARDS (j FURNISH & INSTALL SEWER RELOCATED BY OTHERS PRIOR TO MANHOLE TYPE "A" PER UPPER EX. 15" SEWER PIPE TO PASS C.O.B. STD. SW 4. 0 STORM DRAIN MANHOLE CATCH BASIN EXISTING BARB WIRE FENCE TO BE EXISTING DOWN GUY -0- EXISTINGPOWER POLE s ' EXISTING SEWER LINE — - C EXISTING GAS LINE START OF SEWER INSTALLATION. EXISTING FENCE LINE s/r f/i EXISTING EDGE OF PAVEMENT T---- EXISTING TELEPHONE LINE —r— RELOCATED TELEPHONE LINE -- pH- E EXISTING POWER LINE E RELOCATED POWER LINE — -� FUTURE STREET LIGHT - - D FUTURE STORM DRAIN LINE u. PROPOSED GAS AND ELEC. JOINT TRENCH TV EXISTING CABLE LINE NOTE : 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER 2 SHEET MERE SEG_n0N IS SHOWN 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 314 312 310 FaA^•� Ferro," tiLALL: 1 = 5U HUKILUN I AL 1" = 5' VERTICAL 1411.0 O ON00 U 000 lYuj U)o c� U) V) �W LaJ U r :c jj o � F— T-- TTS' _ -_-_---------------- - - - 1RE MEDIAN FUTURE CURB & GUTTER 634G5 �- - FUTURE R/W- I � / 36+00 37+00 CQNSTRUCTION NATES: { FUTURE STORM DRAIN SYSTEM. APPROXIMATE LOCATION OF NEW AT&T LINE. yy 2" GAS LINE TO ABANDONED FUTURE 36" SEWER ROAD BORE. IN—PLACE BY OTHERS PRIOR TO ._,..._......a PROXIMArE EXISTING GROUND D i { � 1._ ; j SEWER INSTALLATION. '• I EXISTING POWER LINE TO BE i t RELOCATED BY OTHERS PRIOR TO Q UPPER EX. 15" SEWER PIPE TO PASS i1 I(((j EXISTING BARB WIRE FENCE TO BE STEEL CASING SHALL BE REMOVED A MINIMUM OF 1' ON BOTH SIDES OF REMOVED BY OTHERS PRIOR TO MANHOLES AND SEALED AT BOTH ENDS. START OF SEWER INSTALLATION. Jx, II xz Q' E -__ ; FUTURE 60" SEWER VC LINE MANHOLEI ( ¢ � ---a � -�' _ - I In 14 PrW7" 171 41 oil F_ — I INVER 36 " R {NVE T 36" S WEIR - `- 1 I RT 36 SEWER - _-� INVERT 36" EWER INERT 3 SEWER I a ccs Gr , tD ,.� »- J. o y t7 tp i I deg z o f}9 ��� 1— _ - -- _ __ ' j _ _ _ 1 i J o z q ,- �jNr n cn I I - I Ld - z ci rn to M W Z C> two �+> 00 Na 04M W W z �' I j € i i z z oo r7 co LW, i I I f mus z z va ( ( € j - _ LO.09% ver V)i 1 ± " _� I 1 vi m vilv�i z �. IN TALL 17 .95 LF F 36" SEWER IN TALL 41 .OB LF F 36" S WER 0.08% INSTAL 491.5 LF OF 6 SEWS -0. 8% INSTAL 491.54 LF OF 3 " SEWE @ -0. 0 . FF SHFF . FnR MNTINI Ih:5 N 36+00 37+00 CQNSTRUCTION NATES: FUTURE STORM DRAIN SYSTEM. APPROXIMATE LOCATION OF NEW AT&T LINE. aEX. 2" GAS LINE TO ABANDONED FUTURE 36" SEWER ROAD BORE. IN—PLACE BY OTHERS PRIOR TO START OF SEWER INSTALLATION. LOWER EX. 15" SEWER PIPE REMNANT QEXISTING AT&T TO BE RELOCATED W/ PLUG TO BE REMOVED OR BY OTHERS PRIOR TO START OF ABANDONED IN—PLACE AND FILLED SEWER INSTALLATION. WITH A CONTROLLED LOW STRENGTH EXISTING POWER LINE TO BE MATERIAL PER C.O.B. SPECIFICATIONS. RELOCATED BY OTHERS PRIOR TO Q UPPER EX. 15" SEWER PIPE TO PASS START OF SEWER INSTALLATION. THROUGH NEW MANHOLE #6. 24" EXISTING BARB WIRE FENCE TO BE STEEL CASING SHALL BE REMOVED A MINIMUM OF 1' ON BOTH SIDES OF REMOVED BY OTHERS PRIOR TO MANHOLES AND SEALED AT BOTH ENDS. START OF SEWER INSTALLATION. 38+00 M® 41+00 42+00 43+00 44+00 File Name: 04102SWO8 Drawn: SLU f CITYOF BAKERSFIELD,JLIlF RI PUBLIC WORKS DEPARTMENT Job No.: 04102 Engineer; SER Date: 07/23/09 Checked By: SER 45+00 46+00 P A. No. Exp. 6 __ CIVIL xP "'411, CA. DATE: 47+00 48+00 49+00 Prepared By 350 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 314 312 310 SEWER IMPROVEMENTS - ASHE ROAD SHEET NO. ASHE ROAD STA. 36+21.97 C.L.- STA, ; 49+00.00 C.L. 2 of 4 6.2-624 GN' ABBREVIATIONS 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.N. MANHOLE FL FLOWLINE PP POWER POLE T,O.M. 4 '6 TOP OF MANHOLE -- • S FURNISH & INSTALL SEWER LINE PER CITY STANDARDS G FURNISH & INSTALL SEWER WITH A CONTROLLED LOW STRENGTH MANHOLE TYPE "A" PER T.._.•._ -------- C.O.B. STD. SW -4. UD STORM DRAIN MANHOLE rn rn CATCH BASIN a-, EXISTING DOWN GUY 7 EXISTING POWER POLE — s EXISTING SEWER LINE c EXISTING GAS LINE RELOCATED BY OTHERS PRIOR TO EXISTING FENCE LINE UPPER EX. 15 SEWER PIPE TO PASS 24" EXISTING EDGE OF PAVEMENT T— EXISTING TELEPHONE LINE T— RELOCATED TELEPHONE LINE — -----OH- E EXISTING POWER LINE — E RELOCATED POWER LINE -- / -�- FUTURE STREET LIGHT - - o FUTURE STORM DRAIN LINE u PROPOSED GAS AND ELEC. JOINT TRENCH TV EXISTING CABLE LINE NOTE : 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION 1S SHOWN --ti- NOO'25"27-E _ 36" SEWER --------._--- _ 9+0 50+00 5 +00 -----� �/i — r /— — r — — I FUTURE MEb1AN 4-_ - --.-._.._..l __----_ I TEMPORARY SUMP e FUTURE CURB & GUTTER EX, R/W N00'25'27"E T— 36" SEWER 491.54' S ` -- _ -_. n - r - - -- - - — - - - - - - - -N0 - 2' -7 _ - -36 -S VVER- - - 491.3 - 53+00 -?� 54'+00 Q0 5 +00 58+0 7�r_, _________>_�-=_= �_-J� _—�` -EX. E GE OF PAVEM�:FIT TYP. -' - - - - 1 - � -- - 'w ?i. --,-- --- r--------=� --� --- FUTURE MEDIAN 4"— - ----f--�---- Tir'— — — ®T 00 -- I -- '`� RIGH FS OF THE PUBLIC FOR — — — — —� — — — — — PUR. OSS E IFUTURE CURB & GUTTER PER TR. 6757 i�OAD _ " I T 24 DRAIN- EE TRACT 6757 _ FUTURE R W a ( SEWER AND ST�JRM DRAIN PLANS 1 r ©o T NIT R I C55 � Q W I00 I I E I I i l' r��r. 2 8 Mo I � ( I I I 1 I 1 X 0 , 6 SEWER -SEE TRACT,6757 - - - - 'r' �' SEWER ANDSTORMI I I I I / - - c� o DRAIN PLANS I to to + THORTON AVENUE z Q d SEE STREET IMPROVEMENT PLANS PER TR. 6757 A S H E R 0 A D STA. 49+ 00.00 C.L. TO STA. 60+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = .5' VERTICAL 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322. 320 318 316 314 i► 0 FUTURE STORM DRAIN SYSTEM. II J O _ O AT&T LINE. wo i !it J [ N �o �� Loo -m START Of SEWER INSTALLATION. Z• i'- Z Q U Z <C '� W (3 V) W/ PLUG TO BE REMOVED OR Ld_j ED 0 wg z J rJ P1%R � II`�� w az ABANDONED IN—PLACE AND FILLED LLJ JIW f_ _j L0 LO WITH A CONTROLLED LOW STRENGTH T.._.•._ -------- LLJ Q 0"Nr cr 0- rn rn a-, U (/ W FUTURE RELOCATED BY OTHERS PRIOR TO w UPPER EX. 15 SEWER PIPE TO PASS 24" ) U HT 3 6 PROPOSED 8" GAS AND f EX WATER` EX. GUARD FUTURE PROPOSED 8" GAS AND 00 d+ C J 6 AND ELEC. DINT TRENCH V Q w THROUGH NEW MANHOLE #6. AND ELEC. JOINT TRENCH _ _ TRUNK — 1 VALVES POST TYP. rJ STREET FUTURE R/W� LIGHT � V) u -- __ u �,� cIVI~V �e�0 — — — — — — — — -- -- - -------�--- - T T--- T_ — _` U T — — U — U _ — -- U-- _U r' —U — — T- T— -- T— T —T T— —T— DATA: - - LAND SURVEYING •CIVIL gNEfRtN6 0200H --ti- NOO'25"27-E _ 36" SEWER --------._--- _ 9+0 50+00 5 +00 -----� �/i — r /— — r — — I FUTURE MEb1AN 4-_ - --.-._.._..l __----_ I TEMPORARY SUMP e FUTURE CURB & GUTTER EX, R/W N00'25'27"E T— 36" SEWER 491.54' S ` -- _ -_. n - r - - -- - - — - - - - - - - -N0 - 2' -7 _ - -36 -S VVER- - - 491.3 - 53+00 -?� 54'+00 Q0 5 +00 58+0 7�r_, _________>_�-=_= �_-J� _—�` -EX. E GE OF PAVEM�:FIT TYP. -' - - - - 1 - � -- - 'w ?i. --,-- --- r--------=� --� --- FUTURE MEDIAN 4"— - ----f--�---- Tir'— — — ®T 00 -- I -- '`� RIGH FS OF THE PUBLIC FOR — — — — —� — — — — — PUR. OSS E IFUTURE CURB & GUTTER PER TR. 6757 i�OAD _ " I T 24 DRAIN- EE TRACT 6757 _ FUTURE R W a ( SEWER AND ST�JRM DRAIN PLANS 1 r ©o T NIT R I C55 � Q W I00 I I E I I i l' r��r. 2 8 Mo I � ( I I I 1 I 1 X 0 , 6 SEWER -SEE TRACT,6757 - - - - 'r' �' SEWER ANDSTORMI I I I I / - - c� o DRAIN PLANS I to to + THORTON AVENUE z Q d SEE STREET IMPROVEMENT PLANS PER TR. 6757 A S H E R 0 A D STA. 49+ 00.00 C.L. TO STA. 60+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = .5' VERTICAL 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322. 320 318 316 314 312 310— — 48+00 49+00 50+00 51+00 52+00 53+00 55+00 56+00 57+00 58+00 59+00 60+00 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 314 312 _1310 61+00 CONSTRUCTION NOTES: FUTURE STORM DRAIN SYSTEM. _ AT&T LINE. i !it FUTURE 36" SEWER ROAD BORE. IN—PLACE BY OTHERS PRIOR TO START Of SEWER INSTALLATION. APPR XIMATE EXISTING ROUND W/ PLUG TO BE REMOVED OR E BY OTHERS PRIOR TO START OF ABANDONED IN—PLACE AND FILLED f A• Mc SEWER INSTALLATION. WITH A CONTROLLED LOW STRENGTH T.._.•._ -------- Prepared By: 4 EXISTING POWER LINE TO BE MATERIAL PER C.O.B. SPECIFICATIONS. N .33 2 E ' 6 1 ze -93 RELOCATED BY OTHERS PRIOR TO UPPER EX. 15 SEWER PIPE TO PASS 24" ) it f Nye START OF SEWER INSTALLATION. 0 CENTERLINE THROUGH NEW MANHOLE #6. F SEWS TRUNK — EXISTING BARB WIRE FENCE TO BE STEEL CASING SHALL BE REMOVED A MINIMUM OF 1' ON BOTH SIDES OF �,� cIVI~V �e�0 & REMOVED BY OTHERS PRIOR TO MANHOLES AND SEALED AT BOTH ENDS. cA��F�� �� I START 0 F SEWER INSTALLATION. DATA: - __-- LAND SURVEYING •CIVIL gNEfRtN6 0200H 40 j i9 f f j 91 . • UJ Lli nv — --- — I —--4b.——— i ' I � It INVEF T 36 S WER } a Lu lz Zai tx of of 1 oil) i " LL LO Q m �,��wLu �� 1 � I I f -51 3{'--SE-WER I : 1N TALL 49 SEE :54 LF HEET 2 F 36 SEWER OR CON NUATIO U.08% CL 00 t + F- (f) cn I I I 1NST LL -4-91-5-14'.LF OF I 36 SE R (� -O Q8% l j U.Jx cn I + + > LLJ F- yr V)Z I 1 INSTAL 491.33 EE SHE LF OF 3 4 FOR SE ®-O.0 CONTTNU TION _ j l_---- -4 312 310— — 48+00 49+00 50+00 51+00 52+00 53+00 55+00 56+00 57+00 58+00 59+00 60+00 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 314 312 _1310 61+00 CONSTRUCTION NOTES: FUTURE STORM DRAIN SYSTEM. APPROXIMATE LOCATION OF NEW AT&T LINE. EX. 2" GAS LINE TO ABANDONED FUTURE 36" SEWER ROAD BORE. IN—PLACE BY OTHERS PRIOR TO START Of SEWER INSTALLATION. LOWER EX. 15" SEWER PIPE REMNANT i EXISTING AT&T TO BE RELOCATED W/ PLUG TO BE REMOVED OR E BY OTHERS PRIOR TO START OF ABANDONED IN—PLACE AND FILLED f A• Mc SEWER INSTALLATION. WITH A CONTROLLED LOW STRENGTH Prepared By: 4 EXISTING POWER LINE TO BE MATERIAL PER C.O.B. SPECIFICATIONS. N .33 2 E ' 6 1 RELOCATED BY OTHERS PRIOR TO UPPER EX. 15 SEWER PIPE TO PASS 24" DATE REVISIONS BY CINTOSH START OF SEWER INSTALLATION. THROUGH NEW MANHOLE #6. EXISTING BARB WIRE FENCE TO BE STEEL CASING SHALL BE REMOVED A MINIMUM OF 1' ON BOTH SIDES OF �,� cIVI~V �e�0 & REMOVED BY OTHERS PRIOR TO MANHOLES AND SEALED AT BOTH ENDS. cA��F�� �� I A START 0 F SEWER INSTALLATION. DATA: - __-- LAND SURVEYING •CIVIL gNEfRtN6 0200H CITY OF BAKE""'FIELD, CALIFORNIA Name: 04102SW08 Na.: 04102 07/23/09 SEWER IMPROVEMENTS — ASHE ROAD ASHE ROAD STA. 49+00.00 C.L.-'STA. 60+00.00 C.L. SHEET NO. 3 OF 4 6.2-624 1 `E 0 ;� EX. 24" STEEL CASING FLOW DIRECTION - FLOW DIRECTION 1' 60 1' EX. 15" SEWER LINE (UPPER) FLOW DIRECTION 8 LEX. 15" SEWER LINE (LOWER) ) NEW SEWER MANHOLE NO. 6 USE 15" PVC FOR 60" PVC LINED MANHOLE- OUTSIDE DROP MANHOLE OUTSIDE DROP MANHOLE PER C.O.B. DETAIL SW -4. NEW 36" SEWER LINE SECTION 'A' NOT TO SCALE LEGEND: File Name: ABBREVIATIONS 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 PP POWER POLE TOP OF MANHOLE _.—s— FURNISH & INSTALL SEWER — u LINE PER CITY STANDARDS T FURNISH & INSTALL SEWER a MANHOLE TYPE "A" PER - T— C.O.B. STD. SW -4. (D STORM DRAIN MANHOLE CATCH BASIN iMATE EXISTING EXISTING DOWN GUY O EXISTING POWER POLE - s EXISTING SEWER LINE — c EXISTING GAS LINE EXISTING FENCE LINE r/i EXISTING EDGE OF PAVEMENT T----- EXISTING TELEPHONE LINE —T— RELOCATED TELEPHONE LINE — --OH- —,E EXISTING POWER LINE — E RELOCATED POWER LINE — / -�- FUTURE STREET LIGHT — - - FUTURE STORM DRAIN LINE u PROPOSED GAS AND ELEC. JOINT TRENCH Tu EXISTING CABLE LINE NOTE : 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED: - SECTION DESIGNATION: SECTION LETTER L-- -- A —2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION N©TEs• File Name: w •' t'D FUTURE STORM DRAIN SYSTEM. 00 APPROXIMATE LOCATION OF NEW f"' 04102 =w a J AT&T LINE. W EX. 2" GAS LINE TO ABANDONED M> xQ_ FUTURE 36" SEWER ROAD BORE. IN-PLACE BY OTHERS PRIOR TO SER � START OF SEWER INSTALLATION. i LOWER EX. 15" SEWER PIPE REMNANT W EXISTING AT&T TO BE RELOCATED �•� W/ PLUG TO BE REMOVED OR u•jo BY OTHERS PRIOR TO START OF ABANDONED IN-PLACE AND FILLED (f!9 SEWER INSTALLATION. WITH A CONTROLLED LOW STRENGTH EXISTING POWER LINE T4 BE — u MATERIAL PER C.O.B. SPECIFICATIONS. T RELOCATED BY OTHERS PRIOR TO a UPPER EX. 15" SEWER PIPE TO PASS - T— START OF SEWER INSTALLATION. — THROUGH NEW MANHOLE #6. 24" EXISTING BARB WIRE FENCE TO BE iMATE EXISTING STEEL CASING SHALL BE REMOVED A MINIMUM OF 1' ON BOTH SIDES OF OUND REMOVED BY OTHERS PRIOR TO MANHOLES AND SEALED AT BOTH ENDS. tt START OF SEWER INSTALLATION. ,. ---------------- 59+00 6� PROPOSED CURB & GUTTER PER TR. 6757 — i I i I EX. SEWER "I I U) LIFT STATION--- #�L_ s G8 ` I I I 50' WIDE CONSTRUCTION AND -- w I I TEMPORARY ACCESS EASEMENT I I I PER DOC 0206115369 I I f ul i I I II I I I II ui Vr %f f J r 1N J ,/_% 1 MC TR, , E-5 7 45' WIDEI RIGHT OF WAY I 15' WIDE SEWER LINE EASEMENT EASEMENT PER DOC. I PER DOC. No. 0206132308 O.R. No. 0206143648 O.R. I I McKEE ROAD SEE STREET IMPROVEMENT PLANS PER Tit. 6757 352 350 348 346 LI 344 342 340 338 336 334 332 336. 328 326 324 322 320 318 316 314 312 310 59+00 FUTURE LIFT STATION SITE Sv rrg" ZOO t 9� Ft.a. st'400'ft PC4. ,s ti 1570(N" to fsovc ;.r1wr TOE OF BERM FUTURE R/W 7— i;v Lnrc rc nnT irearn,r T 67 0 68+00 60 — — 66$00-- - - - - _ /--FUTURE MEDIAN-� - ----�__— 7000 -- s s IST. 6" FORCE MAIN- — APANDONED 6" FORCE MAIN SEWER MANHOLE 7 0 CD 72" PVC LINED MANHOLE EX. 36" SEWER STA. 69:7Tt; C.L. 19.00LT.= TO BE ABANDONED STA. 67+19.81, SEWER AND FILLED W/ A CONTROLLED LOW STRENGTH MATERIAL (CLSM) PER C.O.B. SPEFICATIONS. A S H E R O A D STA. 60+00.00 C.L. TO STA. 67+19.81 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL i_ File Name: w •' t'D Drawn: 00 LLJ Z f"' 04102 =w a J J W M> xQ_ = Checked By: SER � I .� i _ W PROPOSED 8" GAS AND U' `0 < u•jo AND ELEC. JOINT TRENCH (f!9 ._u — — u — T T- a - T— — EX. PVC STUB UP ---------------- 59+00 6� PROPOSED CURB & GUTTER PER TR. 6757 — i I i I EX. SEWER "I I U) LIFT STATION--- #�L_ s G8 ` I I I 50' WIDE CONSTRUCTION AND -- w I I TEMPORARY ACCESS EASEMENT I I I PER DOC 0206115369 I I f ul i I I II I I I II ui Vr %f f J r 1N J ,/_% 1 MC TR, , E-5 7 45' WIDEI RIGHT OF WAY I 15' WIDE SEWER LINE EASEMENT EASEMENT PER DOC. I PER DOC. No. 0206132308 O.R. No. 0206143648 O.R. I I McKEE ROAD SEE STREET IMPROVEMENT PLANS PER Tit. 6757 352 350 348 346 LI 344 342 340 338 336 334 332 336. 328 326 324 322 320 318 316 314 312 310 59+00 FUTURE LIFT STATION SITE Sv rrg" ZOO t 9� Ft.a. st'400'ft PC4. ,s ti 1570(N" to fsovc ;.r1wr TOE OF BERM FUTURE R/W 7— i;v Lnrc rc nnT irearn,r T 67 0 68+00 60 — — 66$00-- - - - - _ /--FUTURE MEDIAN-� - ----�__— 7000 -- s s IST. 6" FORCE MAIN- — APANDONED 6" FORCE MAIN SEWER MANHOLE 7 0 CD 72" PVC LINED MANHOLE EX. 36" SEWER STA. 69:7Tt; C.L. 19.00LT.= TO BE ABANDONED STA. 67+19.81, SEWER AND FILLED W/ A CONTROLLED LOW STRENGTH MATERIAL (CLSM) PER C.O.B. SPEFICATIONS. A S H E R O A D STA. 60+00.00 C.L. TO STA. 67+19.81 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL i_ File Name: 04102SW08 Drawn: SLU PUBLIC S DEPARTMENT Job No.: 04102 Engineer: SER Date: 07/23/09 Checked By: SER � I .� i _ u' 1 u•jo 6L� 9 a — APPRO iMATE EXISTING G OUND tt 0 CEN RLINE 0 SEWER TRUNK a 0. yf � It` 47 DA 60.4 9fi tri 9a dE 9/ Is.�.x 9r I J1b CPj 71 _ jq1 t� — tZ € yE 90 _ -IV' f�. Ift.j 1 9Y '� 01677 o7 6,71 �.4r _ _�rw fo 4 7Z ro ' flN AC ON F TH RTO AND IN XISTING RIFY RT ELE 15 SE RS111111 , I L&, 9) 3 _ iG Z• ' it AND EFQRE C NOTI NSTRUC Y ENGINEER ON OF t' 0 K• 9 p I X 9 � l 3 �t� i l i I r 9., _ �i13 _ INVERT 36" SE R of I 111 pw �7 x%a r i _ I 9� ^`= 9 �v II M t _ `mac-� fT0 a _ o J 8w _; w o - - Z .r vino I } 1 � � ? � 11 � CONTRACTOR LOC BEF AND TION AN E CON NOTIFY VERT INVERT UCTIO ENGINEER Y ELEV. OF r` 4; cow � M � I 1 c0N'C") 4 >wsv ANY DISCREPANCIES. 00 - _ IN TALL 49 .33 LF OF 36" S WER ® 0.08% U)t V �� I STALL 77.15 LF, OF 36" SEWER -0.537. ## I wx Q>K V)_z-H CITY OF BAKEIRSFIELDy 62+00 63+00 64+00 66+00 M 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 314 312 310 i4VIT low 4AMw Eccw = Tito 3 V/ 716.1; S 0 R A• No. Exp. 6 CIV11.�P 9TF OF CA00 Z �` DATE: 67+00 68+00 --- Prepared By: DATE REVISIONS BY sLu To FUTURE PARK coIYCINTOSH dzAssocoz/zs/ta �� LINE: �c SITE w s LAND SURVEYING . CML ENGINEERING ®2W9 ITT SEWER IMPROVEMENTS - ASHE ROAD TO MCCUTCHEN ROAD SHEET NO. ASHE ROAD STA. 60+00.00 C.L.-STA. 67+19.81 C.L. 4 OF 4 6.2-624 File Name: 04102SW08 Drawn: SLU PUBLIC S DEPARTMENT Job No.: 04102 Engineer: SER Date: 07/23/09 Checked By: SER M 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 318 316 314 312 310 i4VIT low 4AMw Eccw = Tito 3 V/ 716.1; S 0 R A• No. Exp. 6 CIV11.�P 9TF OF CA00 Z �` DATE: 67+00 68+00 --- Prepared By: DATE REVISIONS BY sLu To FUTURE PARK coIYCINTOSH dzAssocoz/zs/ta �� LINE: �c SITE w s LAND SURVEYING . CML ENGINEERING ®2W9 ITT SEWER IMPROVEMENTS - ASHE ROAD TO MCCUTCHEN ROAD SHEET NO. ASHE ROAD STA. 60+00.00 C.L.-STA. 67+19.81 C.L. 4 OF 4 6.2-624