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HomeMy WebLinkAbout6.2-594 Record DrawingLIST OF DRAWINGS SHEET 1 TI TLE SHEET A R SHEET 2 SEWER PLAN—McCUTCHEN ROAD TO STA. 39+00 C I TY O F B / � KE S F I ELD SHEET 3 SEWER PLAN—STA. 39+00 TO STA. 69+00 SHEET 4 SEWER PIAN -STA. 69t00 TO STA. 97+00 DEPARTMENT OF PUBLIC WORKS SHEET 5 SEWER PLAN— STA. 79+00 TO DISTRICT BOULEVARD BENCHMARK VERTICAL DATUM: NA VD -88 BENCHMARK: P-1157 RESET (NGS PID AA9723) ELEVA TION: 344.1 DESCRIPTION: IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF CENTERLINE OF HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF 12 INCH HEADWALL, 2 FEET (0.6 M) L 0 WER THAN ROAD, AND 1 FOOT (0.3M) SOUTH OF THE NORTH END OF HEADWALL. BASIS OF BEARING CCS —83; ZONE V AS DETERMINED LOCALLY BETWEEN CSRC STATIONS BKR1 AND P567, BEING N45151'22"E. STANDARDS SEWER MAIN REHABILITATIO GOSFORD ROAD CITY OF BAKERSFIELD STD PLAN NO. SW -2 CITY OF BAKERSFIELD STD PLAN NO. SW -6 CITY OF BAKERSFIELD STD PLAN NO. SW -12 CITY OF BAKERSFIELD STD PLAN NO. SW -13 STATE STANDARDS N/A iS L 0 CA TION MAP NOT TO SCALE STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES: CZA,Ss A NO TE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800--642-2444, 48 HOURS PRIOR TO EXCA VA TION. .PROJECT LENGTH_ BASE BID .............................. 5,959 L. F. ADDI TI VE AL TERNA TE NO. 1.... 5,151 L. F. 4 .OvEs s jo L G. r& N0. C44642 z * EXP.3-3t-10 CIV11. �~ s� F 411=1V HVAU / U U/g I MIL- / =F"UL_C'VArIL.,P -� r I—A , / I I I (o' e� - j Lu z U CL I 0 uj v Lij i s C, Q' C� Q) 0 Q 0 r uj uj 14 r . low awl I� I; I 7 �a CONVENTIONAL SYMBOLS. EASEMENT EXIST. CURB & GUTTER RIGHT—OF—WAY ____.__.__ EXIST. A.C. FL OWLINE CENTERLINE _ 'r' 'r` 'r' EXIST. EDGE OF PAVEMENT _..--__.__—-----------RAILROAD TRACKS a rt n n GUARD RAIL — -- x - -- - CHAIN LINK FENCE IMPROVEMENTS _ UTILITY SYMBOLS -- w — EXIST WATER LINE s EXIST SEWER LINE Gas EXIST GAS LINE SD' EXIST STORM DRAIN OH — EXIST AERIAL E EXIST UNDERGROUND LINES POWER LINE Tv EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE o!. - EXIST OIL LINE FO EXIST FIBER OPTIC LINE H. MANHOLE oo, FIRE HYDRANT -. -# POWER POLE W.M. ❑ WATER METER W.V. ❑O EXI S TING MONUMENT _ Da WA TER VAL VE © FUTURE MONUMENT G.M. ® GAS METER ..S111 G.V. STREET LIGHT GAS VALVE -. STREET LIGHT W/MAST ARM li�- BENCHMARK C.O. CLEAN OUT OR- AUTO SCOPE © PRE—EMPTION DEV/CE iS L 0 CA TION MAP NOT TO SCALE STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES: CZA,Ss A NO TE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800--642-2444, 48 HOURS PRIOR TO EXCA VA TION. .PROJECT LENGTH_ BASE BID .............................. 5,959 L. F. ADDI TI VE AL TERNA TE NO. 1.... 5,151 L. F. 4 .OvEs s jo L G. r& N0. C44642 z * EXP.3-3t-10 CIV11. �~ s� F 411=1V HVAU / U U/g I MIL- / =F"UL_C'VArIL.,P -� r I—A , / I I I (o' e� - j Lu z U CL I 0 uj v Lij i s C, Q' C� Q) 0 Q 0 r uj uj 14 r . low awl I� I; I 7 �a m >6 �z z McCUTCHEN ROAD W A 10+00 EXIST. MANHOLE IM ELEV.=350.66 INV. ELEV.=340.66 INV. ELEV.=340.31 INV. ELEV.=342.08 INV. ELEV.=346.06 N 2290684.4962 E 623,5687.2366 01 42" INSTA 16+30 4 42" OUT PROP. MANHOLE „ RIM ELEV.=351.97 0 18" WEST 1 INV. ELEV.=340.91 1 O 12 SW -AIR VENT R/W GOSFORD ROAD N 2291314.3849 R/W + E 6235693.4171 0) 1 EXIST. 4 S / H- �� A/ C4 0 (� 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19 _. _._._. - tz Ld _"_ - _-_...__ ..._— _ _ ,._...__ ._ ,..--_ _.-._- _— - ,-. ... _-_'— .._..-..,-.,.-_ .— _•-•___ .- - "'-. -_.. ....... ,.,.�,.� �-_<>-._� .zs _ _..-.. a_._ .� _.-,ter __��+-.-_ ...___ _ ... ..� _ ___ _ ;_ - - ...:.. —. ___ .._,.,_ _-_._ _.._... —.__ ._— __ __. .......... .......... ..... .:. ...t X_ ._. _- __^._ ..-__._ _,_ ..w-_ ___ �•^.....-.,, _,.._. �_ ._.._. _.,.._.... ._.,_._. 'wlv p F u 01(_--- _--- - 01 L .,_ OIC: _- __________ .__ _._ _._ OIL _ W W — OIL .�. — — — IRRIGATION CANAL R/W PP IF RIGA ION CANA! PP R/W � STA_l0+00 BEGIN CIPP LINER INSTALLATION a w Ui 3 U4EXIST. MANHOLE PROP. IME .=3 3.25 2 RIM ELEV.M0354.45E 0 INV. ELEV.=341.10INV. ELEV.=341.55 0 R/W N 2291929.3281 N 2292569.3278 + E 6235699.4083 1 GOSFORD ROAD R/W E 6235705.3936 O Iii �IGAf1ON CANAL I7, Lara ( V 00 20+00 21+00 22+00 23+00 ,` 2A400 - "" 25+00 26+00 27+00�0- -— — — _ � — _-_.. __._ — _._ __- -.._. ______._- ___- it _.____--�___._,_,-_._.---__-_ 1--�=--r ._........—,._.._..:.�.ltfl: ----.'";-_— -'---;.----�-' �' :9:_,l%r. .--. �'��._:��.__-7 __._..._._ .•_ ..-.. � � -f-- --. _..._ __-._ � � _ - �. ,I.>-_:._W,:.�'...'�?-a �..=-- 1 -----------__`=4z'_-=-_`�---- WHdSV Y zHdSv _..___ ___ ____ ____ ---___ ___ — ___ ___ -_____k—... ._- �—�... �. .___ �:--:;.:���-_. _s:.. --'-- �'-r: ':ter--� �._ -_ter...._._.:.--:::.:- "r,-_ ..- ..:,_.. rLt=---.---_.___,. ___. ... --_ F ___............_ , OIL -- --- 01_- — f` �� Cid G,I✓ _ _ _ - �)it-. — - _ W TT _ _ ..__ — — — — — — — — J J W I— PP R/W IRRIGATION CANAL PP PP R/W W __ .__ _ _- _ ._ __, ___.....-_ .__. -- -__ __ __ _ __ _- _-- = m t) M 0 CW �V) BERKSHIRE ROAD,-, ° D 0 C 0 + 2 N 1 GOSFORD ROAD R/W TA 35+25.69 EXIST. MANHOLE RIM LEV.=354.87 INV. ELEV.=342.05 N 2293209.9880 1 1 E 6235711.3690 - - - .a,a R/W 'R'Rit A"hON CANAL 'C3N+•NH^ 'a(s 33+00 34+00 35+00 36+00 37+00 38+00 39 Ws WW --...,._.._._. __.._._..___- 01�--___ _— .._.. __,____._ OIL-- ------_._-__. , J Z __ _- _ OIL 0: R/W _ PP P EXIST. TIE W F— Li <' NMI pfflym"AN-1-- Harris & Associates 34 Executive Park, Suite 150 Irvine, CA 92614 (949) 655-3900 e4tn�j G f- o8 RANDALL G. BERRY RCE #4fg42 DA CITY OF BAKE (FIELD. CAL IFORN/ PUBLIC W„ ,ICS DEPARTMENT o E R/W 25; U Flle Name: Gosford Sewer Job No.: 072-0023.02 Date: January 2008 wn: L E. �lneer.• W.S. ?cked By. R.G.B. P1W JW = tV) !W QW mV) CONSTRUCTION NOTES OINSTALL 42" CURED—IN—PLACE PIPE LINER IN CONFORMANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500-1.4. ORE—SET MANHOLE RINGS, FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW -6. O3 APPLY AIR—PLACED CONCRETE AND POLYURETHANE PROTECTIVE LINING SYSTEM PER STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500-2.4. OCONSTRUCT PCC PRE—CAST MANHOLE WITH "T—LOCK" LINER OR APPROVED EQUAL PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW -2 AND MANHOLE DETAIL 4 ON SHEET 5. PO PROTECT IN PLACE. BYPASS REQUIREMENTS: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING IN PLANNING AND PREPARATION OF THE BYPASS PLAN TO BE SUBMITTED TO THE CITY FOR APPROVAL. BYPASS SYSTEM SHALL BE CAPABLE OF CONVEYING A PEAK FLOW OF 12.9 MGD. CONTRACTOR SHALL USE A DOUBLE PIPE OVER ALL CANAL CROSSINGS AND AT DISCHARGE POINTS. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVEINCE AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10' OF A PEDESTRIAN PATH OF TRAVEL. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE DRIVEWAYS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A.C.. SEWER MAIN REHABILITA TION 00SFORD ROAD MCCUTCHEN ROAD TO STA 39+00 (REBID) sHEEr NO. 2 OF 5 0 1 2 QRpfESSj '4l� ® ��OaQPLL 0. SCALE' 1"-40'9 * UP. 3-3164 Q %p� Clvl%- 9 K OF CW.\F� REVISIONS No. DA TE DESCRIP TION 4 Tj / / CONSTRUCTION NOTES OINSTALL 42" CURED—IN—PLACE PIPE LINER IN CONFORMANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500-1.4. ORE—SET MANHOLE RINGS, FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW -6. O3 APPLY AIR—PLACED CONCRETE AND POLYURETHANE PROTECTIVE LINING SYSTEM PER STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500-2.4. OCONSTRUCT PCC PRE—CAST MANHOLE WITH "T—LOCK" LINER OR APPROVED EQUAL PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW -2 AND MANHOLE DETAIL 4 ON SHEET 5. PO PROTECT IN PLACE. BYPASS REQUIREMENTS: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING IN PLANNING AND PREPARATION OF THE BYPASS PLAN TO BE SUBMITTED TO THE CITY FOR APPROVAL. BYPASS SYSTEM SHALL BE CAPABLE OF CONVEYING A PEAK FLOW OF 12.9 MGD. CONTRACTOR SHALL USE A DOUBLE PIPE OVER ALL CANAL CROSSINGS AND AT DISCHARGE POINTS. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVEINCE AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10' OF A PEDESTRIAN PATH OF TRAVEL. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE DRIVEWAYS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A.C.. SEWER MAIN REHABILITA TION 00SFORD ROAD MCCUTCHEN ROAD TO STA 39+00 (REBID) sHEEr NO. 2 OF 5 0 1 2 J l fl% T 1 T(:7u 4 O q PROP. MANHOLE —� + RIM ELEV.=356.82 3 EXIST. MANHOLE O INV. ELEV.=342.39 2 RIM ELEV.=357.82 1 N 2293870.25 1 INV. ELEV.=342.72 O O E 6235719.40 GO S FO R D ROAD N 2294531.1362 + R/W R/W E 6235727.4166 � � - IRRIGATION CANAL --------------- 00 40+0041+00 ' 42+00 43+00 44+00 45+00 46+00 04 47+00 tz �. J „'- - W HdsvCiL - ____— - ..-.OIL W ..cn,..,.�,,M...,. OIL-—_____....__ ....... . __. __ ___ �. Z �� �.- -_ OIL -------�---•� � LLJ PPLLJ f J - V) � R/W PP .�. R/W LJLJ W O O -f-STA 55+00 4 cL PROP. MANHOLE 07 RIM ELEV.=358.60 1 INV. E EV.=343.24 N 2295184.1709 1 Imo— R/W a . GOSFORD ROAD E= 6235733.8319 O V) _- — -__-s _.,..�.� .-_ - .� - - - ---- - - - R/W IRRIGATION CANAL_ - - - -- - - - -_ -.�--- - - - - + ------------ - _ r 00 ~ ~� - 51+00 52+00 53+00 54+00 55 00 Q - - ' - _ �, +00 Of V) W---� W _ Z> ......_ — _.._ -_ .___ _ .._.. ...._.. _.•.... ._,._. ....._ ...»..+.+..r—..v...�.,.,�.=.mm..,,..„a�.a. ,.,.„m .. ........... .._. �,..�_ —_-.xa.,=.__.....Aar,--...:..wr.., .�„s.�..,.�.,... «..=a_.,-__....a...a.,o,..�.»�.,�...�._..v..mU.mom...,...:.��_a�.e.e=•...t�...<..,m.am :,„:.,�..... OJ _ �.. - _ _ _ . _ _ __....._._. _._ �•-� _ _ _ _ _ - __ - _ - - _ _.._ __-.�..... :.1..:.__: _....... _ _�_ _ __ _ OIL - _ _ __ _ _ .... _ _-- -_. __. _._ __ _- - y._ ------- U------._------ ---- -- --- - -- - -`�-- -- PP --- — Q R/W PP PP W PP R/W PP PP Z 0 JJ W PANANA LANE STA EXIST. RIM LEi STA +51.85 ! � E -INV. ELE O EXIST. MANHOLE m I I N O RIM ELEV.=359.39 3 Ew I l 5 ;' E 62357 + V CE =343:82=- I i O N 229583.5,9850 m o LO 1 6235740.2110 z 3I NU I t: LINt I HKU-MANHULL TO AVOID TRAFFIC DISRUPTION REINSTATE MANHOLE ACCESS AND LATERAL COLLECTOR PIPE(S) TO ,.72 AVOID BACK-UP OF LATERAL FLOWS NI STA 68+66.75 EXIST. MANHOLE RIM ELEV.=359.63 INV. ELEV.=344.25 (THIS :WORK INCLUDED w i, i ' FH 1 N 2296550.8993 IN THE' BEGIN BASE °D ? x GOSFORD ROAD E 6235749.6169 f R/W BID) �G_ - �, ,t _ - - R/W 1 O TI 1 I 1^''L.f1 C E _ C -a.. '.ii5 MALT _' -- -- C O N C Q E7 T E TD LIMITS .S4401)S N __ .- _ _... _ ___ _._-_ __.__�_ _-- 00 pp. 60+00 61+00 _ _ 6.2+-00 ! `- +00 _._... �`_ `t. -,._— O _ - - - 63 C4+00 65+00 7+00 - - ------__-..:-- n WW ------------- RAISED MEDIAN v - _JZ ` S � rn ._. ---`---- - � � L ___.._____ ^`-,=„-._ •.”'-ecu<_ , _, U -M1.. � � 1 `_7 Q ----OIL Pp W I- P H i _____ - - - - -- - - - - - - - -- - - __ -_------cJ- D yy LLJ T- I ll m-r �- =_-- -- -- - -- -- -- -- -- p- -- W it _1 _ / f J W n I R/W T V) LLJ QW MV) _m QROFESS/�M ® Q�vO�pPLL G !F c� m 642 SCALE: 1” 40" tit EXP. 3-31 - 0 s� CIVIL?�P 9�c OF CN-�F� RHVISIONS No, DA TE DESCRIP TION 1 / / 2 3 4 CONSTRUCTION NOTES OINSTALL 42" CURED -IN-PLACE PIPE LINER IN CONFORMANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500-1.4. ORE -SET MANHOLE RINGS, FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW -6. AIR -PLACED CONCRETE AND POLYURETHANE OAPPLY PROTECTIVE LINING SYSTEM PER STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500-2.4. 4 CONSTRUCT PCC PRE -CAST MANHOLE WITH "T -LOCK" O LINER OR APPROVED EQUAL PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW -2 AND MANHOLE DETAIL 4 ON SHEET 5. OFURNISH AND INSTALL STD. SEWER MANHOLE FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW-6.,lArrr' !geUT CONCRETE R! D . P� PROTECT IN PLACE. BYPASS REQUIREMENTS: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING IN PLANNING AND PREPARATION OF THE BYPASS PLAN TO BE SUBMITTED TO THE CITY FOR APPROVAL. BYPASS SYSTEM SHALL BE CAPABLE OF CONVEYING A PEAK FLOW OF 12.9 MGD. CONTRACTOR SHALL USE A DOUBLE PIPE OVER ALL CANAL CROSSINGS AND AT DISCHARGE POINTS. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVEINCE AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10' OF A PEDESTRIAN PATH OF TRAVEL. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE DRIVEWAYS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A.C.. PLAN PREPMO 6'r: Harris & Associates 34Executive Park, Suite 150 Irvine, CA 92614 (949) 655-3900 RANDALL G. BERRY RCE #4122 DATE / CITY OF —BAKERSFIELD CALIFORNIA File Nome: Cosford Sewer raven: E. sEi� A UBLIC - S DEPARTMENT No.. 0�2-0023 02 ngmeer.• Ws ER MAJI'N REHABILITA Ti0/1 / COSFORD ROAD R E g SHEET N0. C Date: January 2008 Necked By.R.G.B. STA 39+00 TO STA 69+00 3 OF 5 0 1 2 I 0 O O + Cr) 0 a H V) Mi F-11 i I■ Z I RIM ELEV.=361.78 INV. ELEV.=344.59 N 2297628.0762 01 E 3576 796 1 RIM EL .=362. 1 INV. ELEV.=344.81 N 2297855.9962 1 0 0 h Q WJ Z� J � Z 2 U Q W m(f) 62 1. 6 E 6235764.3966 GOSFORD ROAD 0 � R/W � -- -- - --�R/W -- + 00 Q _ -84+00-- � ,.-8 5+00. .. _... __ - -86+-00_ 00 80+00 81 +00 82+00 83+00 _ _ - -- - z RAISED MEDIAN'tz r . - _ _. _ A �� _ _ __ _.n._..._�� ___. ___GAS _ _ _.__ ----GAS _ 7- --GAS --- _ _:� -- -----GAS ._._. __. __...,._._. _-___..�... UjW Z _._ _ _ _ _ _. _._ __ _ _ __ _ _ _ - _ _ b \� __ __. Y - ___ _ _ - O .--r ------------- ------------------------ _.._.a.._«,.v.. w.._...+r r. -.-_w- r..-...-- - ._.. - _.......... ... _. ON ------ MIMI LLJ R/W (n M R/W 2 (/) T 0 STA g NOTE: LINE THRU-MANHOLE EXIST. MANHOLE 3 TA 87+95.05 3 EXIST. MANHOLE EXIST. MANHOLE TO AVOID TRAFFIC DISRUPTION RIM ELEV.=364.43 INV. ELEV.=345.41 RIM ELEV.=363.23. RIM ELEV.=363.17 REINSTATE MANHOLE ACCESS AND INV. ELEV. LAT.=348.26 INV. ELEV.=344.95 i c�'2 HARRIS ROAD INV. ELEV.=345.12 LATERAL COLLECTOR PIPE(S) TO INV. ELEV. LAT.=346.68 N 2298504.9262 AVOID BACK-UP OF LATERAL FLOWS N 2299165.4381 . GOSFORD VILLAGE N 2298479.1062 r,� E 6235771.9566 DWY 1 GOSFORD ROAD E 6235778.9183 E 6235769.3066 i `� ; ° "% _ GOSFORD VILLAGE 1. ! w 1 i\ 1 DWY 2 O �_ 1' _ _ - R/W RAW ► ° t'\ / 1 0 Oy _.......__ _ _. _ - _ _ _ + / -..-j.�....- -. -----.-_--_.- .-------..-._....------..-�....»-- -- _ r _-_ -- � _- _. --_�- - �- i,__. { W 1` O x • � - `"". ----G `•' - _ _..._..�.. GAS---- 89! AS--- -----'-- 0....... _, _ 8 +00 ! ___...._.- _ _ 88+00 _.. __ 9_1_+00. _ 9.2+0.0 - -_ _.. 93+00 - 94+00 95+00 96+00 p 97 _. x ! --GAS --t -_! - - SASGAS .___ __ T. _-_____ _ _ _ _ _ _ GA, _ - _ - _-- - -------�� _ l � _ . --. _. _ - _ - _ _ - -. _. _ _ LO GOSFORD RD. u ___.._ Uj �•� _ GpSF bRD RD._ - T_. _._... _.. r-!6 _w T _ _. r -- - _ - j T _ _.. __ - T _ _ - _. _ T - _ _ _. _ - r -._.. __ Tj - ..- _ - .- T - T - _ __ -.__ T- _ . ...._.__...__..___-----_._.....--_.. .. ..__._--�.-__ .--_.._._.____-. - s _...._._ _ _ __ -_-----_-_- ____ _ _--- ___ _ ___ _ . ---__-_v .� _ - - --- - ----------------- Li -- ----------------- NC. .�.._..� /� ....-._.I2. __..-----.. .._ �...7.mr=,'-wig..,.ncrx:.+-r.�.vx'vxac�onrvrro.-n' .. _Y:.r.!.=y w.L"'''"_"_^x'�.+_'�,.x'� •1 _,.._ r. ClNvG..w-a., w',..w, C�vw.✓ cv<xrn-ryxv=rr ^r,.,,,}. _ -- .._vn,<.wn.sw ar ",;_.___. r.w,.v�,,i-�,�.vw'.,r.r:ww xacr._.�v .....r-v,� �..r aw. ..�s*...wac •nam... xa>r><. C. `:.a �,,�-� (T!n ............. r V -- '\: _r .. _ ... +/ k �. R/W R/W I-- W - 1 I WE j I PLAN PREPARED BY: Marrils & Associates 34 Executive Park, Suite 150 Irvine, CA 9,2614 (949) 655-3900 RANDALL G. BERRY ;RCE #442!2 - DATE File Name: t.7osford Sewer K rawn: LE. CIT, 02 rgineer. WS, , F�Date: January 2008 hacked By. R.G.B. SCALE: 1"-40' /QROFESS/pN\ �O OPI'L G � m a N0. C44642 ;V k��EXRC3-31IVIL �FO OF C4 REVISIONS No. DA TE DESCRIPTION 1 / / CONSTRUCTION N OTFS OINSTALL 42" CURED -IN-PLACE PIPE LINER IN CONFORMANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500-1.4. OAPPLY AIR -PLACED CONCRETE AND POLYURETHANE PROTECTIVE LINING SYSTEM PER STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500-2.4. OP PROTECT IN PLACE. APPLY C0NCt',i1=TIE ASD f'6LYLEe74ANI. "����� 1�RdT�cT'Vi_ U.vtc�Gs�IST��1 1�R gT�r'nAQD - ) SPg7CI F1i rA 11!SN.�, Fb(Z- VVRL-IC, WOR K5 W0_STTLtr-71IM SEC T1 ,N _SOCA 2.�� ; ,4B6V6. AMD D ELD t►.J T L..iN1%6 C'EXI5T►N61 BYPASS REQUIREMENTS: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING IN PLANNING AND PREPARATION OF THE BYPASS PLAN TO BE SUBMITTED TO THE CITY FOR APPROVAL. BYPASS SYSTEM SHALL BE CAPABLE OF CONVEYING A PEAK FLOW OF 12.9 MGD. CONTRACTOR SHALL USE -A -DOUBLE PIPE OVER ALL CANAL CROSSINGS AND AT DISCHARGE POINTS. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVEINCE AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10' OF A PEDESTRIAN PATH OF TRAVEL. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE DRIVEWAYS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A.C.. SEWER MA/N REHABILITATION GOSFORD ROAD (REBAD) SHEET NO STA 69100 TO STA 97.1-00 1 4 OF 5 0 1 2 1 in 0i-r1Lj_r_U 3 EXIST. MANHOLE A ELEV.=364.83 I ELEV =345 70 EXIST. MANHOLE �1 A ELEV.=365.74 J I A 1 V V -r "" L. !? 3 EXIST. MANHOLE GOSFORD VILLAGE INIM F1 FV =1RA V. ELEV -3462 6 O 22�-08-1 GOSFORD VILLAGE GOSFORD ROAD INV. ELEV.=345.88 O DWY 3 N 2299825.6271 6235780.7783 --, DWY 4 INV. ELEV. LAT.=347.36 0 �" t '� 1 - N 230 296. 862 0 R/W E 6235791-M6 + -� - ,_ b-------- x .. i 0 z 98+00 99+00 100+00 101+00 _ -- _ 102+00 103+04J _ 104+00 - _ - _ - --' -- -- - -- W - d' - - -- - - - - - 105+00 106+00 107 riZ RAISED M IAN tz _. ;. i { ,Uj W _! � R ED EDI AN � A � � � -�--� Cnz: V _ _ F 1RQRD. -- - GOSFORD RQ , .. . WT� - _ --- _ _ _ .... T _- _ _. - _ T _ _ __ _ _. T _ .._- _ _ - T _ ...... _ _ _ E ....... __ _...-. __ ._._ _._... _._ _.._ _. - _ (lei T .•_ - - _ T _ - _ • r rn ^ T - t/� CflNC a - - - - -- - - - ---- 7- ---- _ - ---- = _ - _ _ ...._ _. CONC. -' t�-Yf-----T t _.. __._ ....._. ___ ry Ci��`n yy�s,,-�--/�y+� f� - T - ___ w > .�5 C�Sti�" c fl -v = fl o o v o a-. _ J _. W1 - Corac. =moi' ^t./iC\4YWy�c,_..__... _.._.-._.__.__._..._.._.. .._. u F\__R/W I'AC H ECO ROAD Q w STA 113+15.80 EXIST. MANHOLE RIM ELEV.=363.67 INV. ELEV.=346.62 INV. ELEV. N 2300999.5562 5 1 E 6235799.7366 NOTE. LINE THRU-MANHOLE ® t QQ NOTE: LINE THRU-MANHOLE (�j INSTALL 42 CURED -IN-PLACE PIPE LINER IN v CONFORMANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500-1.4. APPLY AIR -PLACED CONCRETE AND O POLYURETHANE p 3 PROTECTIVE LINING SYSTEM PER STANDARD SPECIFICATION FOR PUB" TO AVOID TRAFFIC DISRUPTION EXIST. MANHOLE E 62 5802.2466 TO AVOID TRAFFIC DISRUPTION REINSTATE MANHOLE ACCESS AND RIM ELEV.=364.23 No. RENSTATE MANHOLE ACCESS AND LATERAL COLLECTOR PIPE(S) TO INV. ELEV.=346.51 0/ 3/Z°0g LATERAL COLLECTOR PIPE(S) TO ���eTtavdK -E1r t t�tm i�.s Qo -Low AVOID BACK-UP OF LATERA FLOWS �' N 2300665.2881 E 57 6. 3 GOSFORD VILLAGE DWY 5 AVOID BACK-UP OF LATERAL FLOWS CCO-2 r\ 13 STA 113+15.80 EXIST. MANHOLE RIM ELEV.=363.67 INV. ELEV.=346.62 INV. ELEV. N 2300999.5562 5 1 E 6235799.7366 R/w v� CONSTRUCTION NOTES CONTRACTOR SHALL ; NOTIF " I� Q�pFESSIpN ® t QQ 3 (L EXI T. MANHOLE (�j INSTALL 42 CURED -IN-PLACE PIPE LINER IN v CONFORMANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500-1.4. APPLY AIR -PLACED CONCRETE AND O POLYURETHANE p 3 PROTECTIVE LINING SYSTEM PER STANDARD SPECIFICATION FOR PUB" e SCALE: 1" =40 NO. 044642 2 � ExP.3-31-10 E 62 5802.2466 9� CIVtt. (F' C�`fQ REVISIONS No. DA TE DESCRIPTION 0/ 3/Z°0g S ���eTtavdK -E1r t t�tm i�.s Qo -Low 2 / / R/w v� CONSTRUCTION NOTES CONTRACTOR SHALL ; NOTIF " I� ! + I. 3 STA 114+53.x_ (L EXIST. MANHOLE RIM ELEV.=364.08 INV. ELEV.=34680 } N 2301137,3062 E 6235800.7166 Y THE SAN JOAQUIN VALLEY RAIL ROAD TO COORDINATE THE EXACT TIME AND DATE FOR LINING/BYPASSING OPERATIONS WITHIN THE RAIL ROAD R -O -W. 3 (L EXI T. MANHOLE (�j INSTALL 42 CURED -IN-PLACE PIPE LINER IN v CONFORMANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500-1.4. APPLY AIR -PLACED CONCRETE AND O POLYURETHANE p 3 PROTECTIVE LINING SYSTEM PER STANDARD SPECIFICATION FOR PUB" RIM E EV.=364.08 INV. E�.EV.=346.80 N 23 1215.4662 E 62 5802.2466 0 % , -----� � tP\%! , , � SECTION 500-2.4. C ARKS CONSTRUCTION R/W -__--- , GOSFORD ROAD )11 ' ' =. .ase a.� 9R..�.,. 1..1.._!! aw....l.....e s ------ C - 1 ( P ' �_ --�_f_ _ c. r- O PROTECT IN PLACE. • .. �...� tee. --�4�se�nww,.�q._s. ..-:.� _ -- - -- =- -� -.� = OiL -�----:OIL ,. _ - - - -- - -- -- -- , __ _ _ tee- (, _-7-- - _. ------------ _ __._.............. _-` CRE E,4N L �E1R1 T ......_ PR ------------- GAS N ------------------------ 6-A-5--______--� =- St�l � (Cl TiDN.S Ir-Dk PVI3C. C- UUDRKS �fj,15T�ZUtCTr OrU _ _._ 'T- LD 00 � 108+00 � 109+00 � 110+00 111+00 112+00 113+00 114+00 �-- a �- aaVGiJS B�L1�uJ cic 115; 0 �; i , s - - - - - 116+00 !!M--- 117 EJC1Sni M _� -� RAISED MEDIAN n _._-• _ ._ - _ �_ , r RATS LED MED\11 N L (1J- -- Dia LLJ GOSFORQ RE.). _ -- -. _.. - - - _ -1 ; t-- i 0--- GOSFORD RD. -... _ € 1{ 3 I k _ "",•+..+......,,,,, - ..._..____..._.._ __.......-_..._. __........_____....-_ i _.... ..._..,_..____..._,._._ ._._.._--" ... ._ _. _. .._. T _ ._ _ ._ __ -- _'_ '-" - F ..,, - - "-- - T _. - _ _ T _ _ I _ T _. _ . t _. ._ _ T _ _.. ._ - C M� r (.i fl 4co fla�ri.I..-_--_ ��__ -- L -! r-r--_�� �:- _ _ _ _ _ L_ 'J Z _.. /. � m. _ C114 Uj -rm e ......i -moi ii'i'•ff-i�YLa : , ._. a ---... =.... Li Uj 78.94 STA 107+ �r V rr I .. _ ! deo (-='w -=-2 - Q to (n R/W I , �__________ _ __n __.__ EXIST. MANHOLE ` j �% R/W Q W MANHOLE TO BE -�� t ___ ,. J. _ _ _ _.,- _ _ _ _ ___ i _. _ _-:: f \�`.,; .a�f W a ¢ LINED WITH T -LOCK RIM ELEV.=1364.55 N 2300462.6662 r _ i ___. _ ; _ - - - U) N w i OR APPROVED E 6235793.0266 DWY r DWY ` � , o f=�_.y`__I___.___.__--____-� 48" Dia. EQUAL. 3 RR - . (L EXIST. MANHOLE Z WOK NOTE. 0 0 RIM ELEV.=363.05 o THE WORK WITHIN THE SAN JOAQUIN VALLEY RAIL ROAD (SJVRR) Li a Lj INV. ELEV.=347.37 RIGHT-OF-WAY INCLUDES PLACING A BYPASS PIPE ACROSS THE < o o J RAIL ROAD TRACKS DURING NON -OPERATIONAL HOURS. THIS 0 E 6235808.4860 0 DISTRICT BO EVARD OPERATION WILL TAKE PLACE ON THE WEEKEND (FRIDAY AFTERNOON 00 1 + 0- En 1 TO SUNDAY AFTERNOON) THE CONTRACTOR SHALL CONTACT MARC 10" GOSFORD ROAD NaZ i 1 BADER AT (530) 661-2200 TO COORDINATE THE EXACT TIME AND " APPLY AIR PLACED + R/W Q o w j $ 1 ;, DATE AS THE CONSTRUCTION SCHEDULE FOR THIS WORK NEARS. �:. 4 MIN. ,< CONCRETE AND _ _ Cn w � /W �� r tpI - t R/W POLYURETHANE '�J ------- -- - � _____ _ _.----_�.-___ --�'-- �' -- -- - -- --------- -t---- -- -- -- -- - - --._ _ ._ �!es _. _ `� '` " PROTECTIVE LINING _._ -.,.._...._.}_.._..._..._--__._....._---�,.......__.,_--.-------_._- ----------.-_..--,..,.., --_.._y.- --.------- �.....__..�__.._�.......�.._....____-,,..,,-_. � _______ _-________.____-__ _._ .__-. ...._. _.._ -- - � r. -------'-`------------------------ -- --� - MANHOLE _._-'�.._ �-..�_-...� _..�,__.... � ______________ SEWER - / I � = �0�� _�_�- CE OFO N INSIDE - - - _ _ _ _ - �.. 00 1 18+00 1 19+00 120+00 121 +0 -- _ . _. _ _Ir _ --- - -- - _ - ---�PTH1DF CIPP LINED SED - - _ -i s -,•. --- MANHOLES SHALL BE K H ; 9 x -- -'- _ CONSTRUCTED PRIOR TO LINING OPERATION) ` i� r PLACE TEMPORARY F- -_. - _-__._ _-. _ _____.---. __-_ . _ N - - . � ( � �, � PCC BLOCKS FOR PIPE SUPPORT n 9" MIN. EXCAVATION - - -- -- _ GCSFORQ RD7 BASE v _ _. _ _ _ _ - -'--- __, _-'._ _ x_.._. _. _ /---- _ _ ... __ - G0SFc)RD RD. OLE DURING !� FOR MANN - - - - _ T - - - - `_ T - -- - - _ T - _ ..-. - ._- , - _ _- - - T - - - _ _ T _. _. - -. _. T _ _. ._ _ T _ .._ ._. T _.. ._. - ... _.. .-. _ _. _ ._ T __ _. _ _ T _. .._. ._. _ ... _. - T _ _ _ _. _ .. _ - .... ._ .... ... _ .._ - _..._._ .._. .._- ..... ._ -_ .._._ .. 5.67' AND PCC ___.--------------------------------'-----.,.....---.------------____.-_--....., ....... _ _ _ - - s � i�` .•" _a--===-_--....-___ __.______-_ __..__... --- P C EMENT -_-� -`-` C NC. *CONTRACTOR TO SCORE EXISTING MAINLINE SEWERJ AT SPRING LINE BEFORE POURING BASE. REMOVAL� _ �� - - OF UPPER PART OF EXISTING SEWER SHALL BE ' R/W DONE AFTER CONCRETE BASE HAS CURED FOR A _ - - ___ DWY SEWAGE FLOW FROM THE LIFT STATION SHALL REQUIRE �� �� R/W BYPASSING FOR THE REHABILITATION OF THIS MANHOLE - ♦♦v t.f ` i MINIMUM OF 48 HOURS. W �' SINCE THE LIFT STATION MUST REMAIN IN CONSTANT p�� �� G,� (n OPERATION r, r r LI Ft' STATI O N PUN PREPARED BY. Harris & Associates n 34 Executive Park, Suite 150 Irvine, CA 92614 (949) 655-3900 e"a RANDALL G. BERRY RCE 44642 D, CITY OF BAKERSFIELD, CALIFORNIA - PUBLIC WORKS DEPARTMENT Name: Gosford Sewer i No.: 072-0023.02 te: January 2008 LE. ger.• W. S ed By. R. G B. BYPASS REQUIREMENTS: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING IN PLANNING AND PREPARATION OF THE BYPASS PLAN TO BE SUBMITTED TO THE CITY FOR APPROVAL. BYPASS SYSTEM SHALL BE CAPABLE OF CONVEYING A PEAK FLOW OF 12.9 MGD. CONTRACTOR SHALL USE A DOUBLE PIPE OVER ALL CANAL CROSSINGS AND AT DISCHARGE POINTS. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVEINCE AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10' OF A PEDESTRIAN PATH OF TRAVEL. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE DRIVEWAYS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A.C.. 4 M u u i NTS SEWER MAIN REHABILITA TION GOSFORD ROAD STA 97+00 TO DISTRICT BOULEVARD (REBID SHEET No. 5 OF 5 0 1 2 3