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HomeMy WebLinkAbout6.2-608LIST OF DRAWINGS SHEET 1 TI TL E SHEET SHEE T 2 DETAILS & SECTIONS SHEE T 3 SEWER PLAN: P S TREE T TO 17+50 SHEET 4 SEWER PLAN: STA. 17+50 TO 25+00 SHEET 5 SEWER PLAN: STA. 25+00 TO 32+50 SHEET 6 SEWER PLAN: STA 32+50 TO STA 36+23 SHEE T 7 SEWER BYPASS: UNION AVENUE CITY OO F BA : ERSFIELD M)Ea kui"B L"I (cq &I SEWER REHABILITATION ALONG CALIFORNIA A VENUE: BENCHMARK P STREET TO UNION AVENUE THE MONUMENT LOCA TED IN A LAMPHOLE AT THE S TREE T IN TERSEC TION OF CALIFORNIA AVENUE AND UNION A VENUE WAS USED AS THE BENCHMARK. MONUMENT ELEVATION: — 397.31 BASIS OF BEARING THE STREET CENTERLINE OF CALIFORNIA AVENUE FROM P S TREE T TO UNION AVENUE WAS USED AS THE BASIS OF BEARING: S 89 °11 '06 " E CITY STANDARDS SW -2, SW -6, ST -12, & ST -13 STATE STANDARDS P9°R CONVENTIONAL SYMBOLS .......................................................................................................................... EA SEMEN T RIGH T— OF- WA Y ------- ----------- --------- ----- ----- ----- --------- ----------- --------- ----- .--- . - CEN TERL INE RAILROAD TRACKS X CHAIN LINK FENCE ._--------------------------------------------_............................ -...................... -. EXIST CURB & CUTTER EXIST A.C. FL OWLINE EXIST EDGE OF PA VEMEN T GUARD RAIL IMPRO VEMEN TS UTILITY SYMBOLS W EXIST WA TER LINE S EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EX/ST UNDERGROUND LINES POWER LINE TV EXIS T UNDERGROUND T EX/S T UNDERGROUND TV CABLES IN DATE PHONE LINE O EXIST 0/L LINE FO EXIST FIBER OPTIC LINE 10-1 MANHOLE F.H. o(D* FIRE HYDRANT W P.P.W M W - 0- POWER POLE C WATER METER W.V. EXISTING MONUMEN T x WATER VALVE 0 FU TUBE MONUMEN T G.M. ® GA S ME TER S.L. G.V. 3 S TREE T LIGHT GAS VA L VE S TREE T LIGHT W/MAST ARM BENCHMARK C.O. CLEAN OUT nm�- A U TO SCOPE © PRE— EMP TION DEVICE mow: ............ . ...... il 3�.... _.__._ P T# _... ��. T In ROSEDALE mwy m E .Y PROJEC7" a - I O _ E 99 tt E = � E E � __.... • --gym... E _ E � € _D € € ; I Ll/FO A A _.. _ _. 3 ... .....W ,,_......,,_.. R i E I ` DACE � r _....... 58 ..., ._........... t A T _ SA LOM DR _ L��J . . . . . . . . > TL i Job No.: E41<200 File Path: S:\PROJECTS\2013-2014\E4K200 - Sewer Rehab. Calif. Av\AutoCAD Drawings File Name: CALIFORNIA AVE SEWER—E41<200 —P&P.dwg STATE OF CALIFORNIA NO TE. - THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID L I CEN SES: CLASS A 0 0 N I W W Q, Z 0 Z �o NO TE.- W THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. CL PROJECT LENGTH - 0. 5 ;sacs QRpFESS/ONS <c� S 1 N Gy rn � ZQ yr C 80507 * Exp. 3-31-15 yk C / V 1 OF CA1-\F APPROVED BY= NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12-31-14 PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: ASSISTANT PUBLIC WORKS DIRECTZ6R CIVYL. ENGINEER IV — DESIGN ENGINEERING r lD Jt/oi lie �.r�� CITY RECORD No. TRAFFIC ENGINEEITING SEWER REHA BIL I TA TION AL ONG CAL IFORNIA A VENUE P STREET TO UNION AVENUE DAT: No OF SHEETS 2 3 W Lij Q Q J U C. I IN DATE n� Q DATE m TQ y W DATE W DAT: No OF SHEETS 2 3 0) 7 n 16 n I O O N Y W ry I W W W Q Q Z ry O W J Q U 0' C O L r) D Q U O D Q Q 0 U a Q) ry N N I C O N V C N I C N 1-1 C LL a R Ashpoltic Point Binder Class A' Portland Cement Concrete. Color and finish to notch Sawcut and pavement. Existing 4'' a Portland Cement Concrete ° ' .10" Select Material (if required) Backfill PA TCH /N CONCRETE SURFACE Ashpoltic Point Binder Existing Ashpolt Concrete Pavement Asphalt Concrete v v v v v 12' (03m) 0 0 0 0 0 Typk t eocb smile O 0 0 NO TES: Class If Aggregate Bose C L All workmanship and materials shall conform 0 0 0 0 0 to the requirements set forth in the Standard size, extend lower halves of Specifications, State of California, Department III=III-III-III-III=III= of Transportation' opproved current edition. I I=1 I=I I -I I -III -III -III I I I I I I I III- 2. Sawcuts shop be made parallel or of right -I -I -I Bockrill angles to the centedine of the street. _,_•_•_ :. ,•;,, ------ 3. Depth of select materiol, if required, shall be PA TCH /N ASPHAL T CONCRETE SURFACE determkred in the field by the engineer. AS1M 0 7321 4 Patches less than 2.0' (0.6m) from existing patches 0.4' (0.)m) Ashpolt edges of poyment, a gutter shall be extended to include the intermediate isolated str�o of Concrete Surfacing Asphaltic Paint Binder existing pavement. Existing rood mixed surfacing 5 Minknum patch width shall be 2.0' (0.6m) at its smallest dknensior, unless otherwise al/owed by 0 0 0 0 the city engineer. Select Material (if required) 0 0 0 0 0 6. Reference standards ST -13 and ST -14 for compaction requirements I= I==I I - - I I=I I - I=I I=I 7. For patch in asphalt concrete unless otherwise I I 1=III-I Ed I I allowed by the city engineer. I=I I I=I I -I I I-III=III-III III I I 1=111=111- 1 A. local streets minimum 0.4 (O. fm) asphalt -III -I ock /ill Bock concrete over 0.5' (0.15m) Class 11 aggregate base B. Arterial and collector streets minimum 0.7' (0.2m) asphalt concrete over 1.0' (0.3m) Gass If aggregate base. PA TCH /N ROAD MIXED SURFACE ., FILENAME: ST-12REV co'n•*P Tar lr@0 A widths: STANDARD DATE Where incoming and outgoing . m " ;:' ,..t,: •. sewers in a manhole vory in N.T.S. APPROVED size, extend lower halves of CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Utilities Commission General Orders sewers 8.0" (0.2m) beyvnd CITY ENGINEER i inside of wall and shape s e _,_•_•_ :. ,•;,, ------ transition channel between ends of lower halves o/ pipes to .0' 6�w AS1M 0 7321 A ?.0'(Q6mj or mare i.S Q &n) wider ZO Q,im) wider OOIA sides eo(A fides 0 Where incoming and outgoing �.': •;'': `. " ` "_•' .' sewers in a manhole ore of the some diameter, the top half of pipe shall only be removed between walls and the broken edges shall be plastered smooth with ., cement mortar. PLAN AT SURFACE P.C.C. slob not to be poured until R=0.5' poving is in place. Slob and lid (12mm) to be 0.125' to 0.25' (3mm to 6mm) below new Finished paving. l d T 4� (loan . Special -' Aggregate (Colcoreous) SECTION NO TES.' 1. All work shall conform to the opplicob/e sections of the spec/fications entitled 'Standard Specifications State of California, Department of Transportation' approved current edition. 2. All unlined manhole Joints shall be filed with Kent seal or opproved black mostic equal. Inside of manholes must be mortared and neatly raked or wiped on inside of pipe 3 Pre cost reinforced manhole sections shall be constructed in accordance with the provisions of ASTM C-478, current edition. 4 All sewer monho/es for sewer lines larger than 18' (0.46m) kin diameter, shall be lined with "T -Lock' or opproved equal 5. Concrete pad shall be cured with o white pigmented curing compound as per section 90-7.018 of the standard specifications 6. See standard drawing SW -6 for frame, cove; and drop manhole detods 7. All channels shall be smooth finished with steel trowel. I Shelf shall be broom fnished la slip resistance FILENAME: SW-2REV Tar lr@0 A widths: STANDARD DATE DRAWN J9B CU m " MANHOLESCALE TYPE "A" CHECKED M. SHAW N.T.S. APPROVED SHEET N0. CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Utilities Commission General Orders SW -2 CITY ENGINEER Bock6/1 compacted to 95% relative compaction in roadway peas hon 30' (0.9m) beyond bock of curb, excluding 21 all but the outer 10' (0.3m) of the median areas, and in olleys within the existing, accepted roadway improvements Bockrdl compacted to 90% relative c compaction In all other areas o Bockrdl in pipe zone compacted Tar lr@0 A widths: to 90%relotive compaction. Bockrill material within the pipe Nufff zone to conform to notes 1, 2 m " and 3. ._J a •• For public utilities , construction ` requirements as per the Public s , Utilities Commission General Orders 40 73mm wider 6.0' (015%) Mg Material fa 1.Ora 34 wrier e Aore os per to .0' 6�w AS1M 0 7321 NO TES: 1. BockMI for Rigid Pipe. Backfill material within the pipe zone shall be free of deleterious material and shall have o Sand Equivalent of not less than 20 and shall conform to the following grodng• Sieve Size Percentage passing 3/4' (20Ynm) 100 No. 4 35-100 No. 30 10-100 This backfill material shall be placed irk not to exceed one foot (1.0' loose)(0.3m) layerrs simultaneously on each side of the pipe in such a manner as not to damage or disturb the pipe on its alignment and grade. Each layer shall be thoroughly comp- acted by mechanical tomping. Backlil materia/ shall be properly compacted to springline prior to proceeft 2. BackMI for flexible pipe. Pipe and fittings shall be installed in accordance with the current ASTM specification D-2321. Only Class I and 11 embedment materials within the pipe zone will be considered suitable Within the pipe zone, water flooding and H•tting shall not be used for bockMl compaction for flexible piper The bedding and hounching shall be hand placed to the Spring line of the pipe and properly compacted. For sewer morns Class l bedding is required for bedding end hounching. Core shall be token not to dislocate the pipe The remalnkrg bockMl in the pipe zone shall be hand placed and compacted /n lifts not to exceed 6.0' (0.15m) thickness Bockrdl moteriol shall be properly compacted to springline prior to proceeding• J. Backfill material above the pipe zone shall be free of deleterious material and lumps or stones exceeding 4.0' (75mm) in greatest dknensfon and shall be placed in not to exceed one foot (l0' loose) (0.3m) layers and each layer shall be thoroughly compacted by mechanical Comping. rAw Aad/ I • Depth caries depending on the street s Traffic Index (TI). See Table B" below •street Ione TABLE ' TRAFFIC INDEX DEPTH 3.0 - 5.0 1.2' (0.3m) 55- 6.5 1.5' (0.45m) 70-8.0 2.0' (0.6m) 8.5 04 MORE 2.5' (0.75m) o BackMl compacted to 90% relative compaction Upper (knit of pipe zone shall be L0' (D..3m) above top of poe bell or the outside diameter of plain end pipe. Hounching Pipe or conduit 4. Testing of backfill materials shall be in occardonce with the tests listed in Section 6-3.01 of the Standard Speciricolions (or ASTM D1557, Method C) for trench width greater than 1.0' (0.3m). if Trench width is less than 1,0' (0.3m), badknl with 1 sadk slurry. 5 Compaction tests well be required and shall be the respons- Aility of the Developer / Subdivider / Contractor. The number and location of the tests shall be determined by the City Engineer. The tests shall be in accordance with the tests listed in Section 6-3.01 of the Standard Speciricalions (or ASTM D1557, Method C 6. Each /o)er of badklil material shall meet the compaction, sand equivalent and gradation requirements before the next /oyer is placed. 7. For povmrnent patches within paved areas see standard drawing ST -12 kin this design monual . TABLE "A" DW 1011110winafAON Tar lr@0 A widths: PPE Nufff NII GwArar rAlpNvc QASS i Bwmc DWASM 0R AUIII&Y 1.0'(d-%) or less 1 0n wider 40 73mm wider LO Q.Tm1 ep 1.Ora 34 wrier 6L0" (a 15m) rvdYr to .0' 6�w A A ?.0'(Q6mj or mare i.S Q &n) wider ZO Q,im) wider OOIA sides eo(A fides FILENAME: ST-13REV 1 X25• WAR) t0' la,lwj �`n• fa6+�j gas• (alAe f 12 )5' (�) �. xs• (a..) raws 01I W) M .• 1 1 (MAW) See Detain] A" (j L v 1 10• (gal LQ5• per) 2f (don) MAJ14 Ow 4NA&I • 25• (days) "a. SECTION B -B SECTION A -A 1.5' (40mm) self draining blind pick hole Notch lid to find pick hoh 1.0" (25mm) letters, 0.125" (3mm) high MANHOLE NO TES: 1.0' (25mm) pattern letters, 0.115" (3mm) high 2.0' (501mm) pattern letters, 0.125' (3mm) high A See note 11 0" (25mm) pattern ,eaters, 0.125' /,;--) high. Location for country of origin t All frames and covers shall be tested for accuracy of fnl and shall be mocked in sets prior to delivery. 2. Me seats of frames and bearing faces of the covers shall be machined for o smooth non -rocking fit between the two costings. 3. Costings shall be thoroughly cleaned and dipped twice in o quick -drying, ret -block asphaltic compound to provide o protective cootkhg. 4. All frames and covers shall be groy cost iron, free from worps crocks, holes, swells and cold -shot, and shall hove o workmanlike rnish. Highway loading should be HS 20-44. 5. Costing shall conform to the provisions of the specificotions for groy-iron costings serial designation ASTM. A-48 (latest revision), Class No. JOB. 6. The name of the manufacturing company shall be on the underside of the cover. 7. Manhole frame shall weigh not less than 120 lbs (54g) nor more than 250 lbs (11Aq). the cover shall weigh not less than 120 lbs (54kg) nor more than 200 lbs (9lkg). APP 8. Manhole covers shall have a self draining blind pick hole unless otherwise approved by the Cily Engineer. -t-is- (lion) - note 11. 1.0' (25mm) Dia center hole CLEANOUT (15mm) pattern 0.125" (3mm) high or 0,4 r Machined Surfaces 10.5" (0.27m) Toper Cover Frame DETAIL "A" 9. The 2.0' (501mm) pattern letters on the manhole covens shall hove one of the following designations DRAIN or SEWER 10. Assembly shall be designed for highway loading of HS 10-44. 11. 2.0' x 1.0' (50mm x 25mm) diamond mot 0.115' (5mm) deep. FILENAME: SW-6REV QROFESS/ON q I N Gy G 2T r \ REGISTERED CIVIL ENGINEER C80507 I * Exp. 3-31-15 CITY OF BAKERSFIELD q CAVIL 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF REVISIONS No. DA TE DESCRIP TION SCALE: NOT TO SCALE 471 , M f ► rCITY RECORD No. File Nome." CALIF. AVE. SEWER REHAE Drawn: B MCCL URE SEWER REHAB/L /TA TION ALONG CALIFORNIA AVENUE sHEET ��o. CITY OF BA KERSFI'EL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E4K200 Engineer: B MCCL URE 2 of , Date: Nov. 4, 14 Checked By FROM P STREET TO UNION AVENUE a V W w m J U U J _J m m 0 w O J 0 d - I I L Q 00 o� d- 0 N O 0 z 0 U) 3 I O O N Y w I w w Cn w Q Q z m O w J Q U .3 a 0 0 Q U 0 Q / Q a U 0 m 3 a� U) I O O N Y W / 0 N I O N Ln U w O ry STA. 9+87 36' L T 4� II II III � 111 111 I 11 I I I III 11 I SSMH EX I I I 1 11� I O 1I III 11 I L STA.13+48 -...�. — ...__......�. - .....-._. — .�.._...m.�.. — — ._.._. — - _. Z— &GUTTER _ � - _,_. ,® ._........-,-._... A s s Exp 7- EX RAISE A _ _ D A A —8 a .. -�- -- -® AN l ,�, ... _,.. MED/AN ISL • l� x A --- — N Lu f3 ,,.,...., 15 � v� ; �,----------- ------ ___ ___ __ __.-.-.---- --- --- --- ------- ------------------- --- ------------------ -- ----------- -�'-------- ------------- -- ----- f6 - — - - `� EX RAISED MEDIAN ISLAND — v� `"'` � — — _._... — — — — -, k------------ EX RAISED MEDIAN ISLAND ® _ -�' �� 0Z EX 15 VCP SEWER EX 15" VCP SEWER MAIN EX 15" VCPTjjF4 EX 15" VCP ® EX CURB &GUTTER — ®® EX CURB j �' — SEWER MAIN -3 ( SEWER MAIN EX SSMH 1 -" „� IIS r --& GUTTER — EX SSMHS40' RT87 I STA. 13+31 - I I I __ ' V �' I -40' RT 1 I I EX SSMH #3 �% EX SSMH 4 EX SSMH 5 �, I 1 R I I I II II I STA. 14+4040' RT If ! STA. 15+6440' RT STA. 16+81 1 II II 1 11 11 I I �, II MANHOLE LID BELOW / MANHOLE LID BELOW -40 RT I II I STREET SURFACE �` STREET SURFACE 1 1I I I I i III 11 i/ I 11I � I III � II I 1 1� CALIFOKNIA AVENUE SCALE: HORIZ: I "= 40' VER T.• I "= 4' QRpFESS/ON�I �F SINGN �. REGISTERED Cl VIL ENGINEER C80507 * Exp. 3-31-15 CITY OF BAKERSFIELD `P�q CIVIL r`�P 1501 TRUXTUN A VENUE lF CF CA,_ BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 2 CONSTRUCTION NOTES El INSTALL CURED -IN-PLACE PIPE LINER PER THE SPECIAL PROVISIONS, SECTION 7-1.24. El APPL Y PRO TEC TI VE L INING S YS TEM PER THE SPECIAL PROVISIONS, SECTION 7-1.12. M THE CON TRA C TOR, ALONG WITH THE ENGINEER , SHALL REVIEW THE CONDITION OF THE EXISTING 15" VCP AFTER CLEANING AND CCTV VIDEO INSPECTION. IF CONTRACTOR AND ENGINEEER AGREE THA T A SEGMEN T OF THE EXISTING 15" VCP NEEDS TO BE REPL A CED, THEN THE CON TRA C TOR SHALL PERFORM SUCH WORK THROUGH A CONTRACT CHANGE ORDER (CCO). THE CCO WILL BE PAID FOR ON A TIME AND MA TERIALS BASIS PER SECTION 7-1.23 OF THE SPECIAL PROVISIONS. FilADJUST EXISTING MANHOLE AND PAD TO GRADE PER COB STD SW -2. GENERAL NOTES 1. ALL UTILITY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S 2. SURVEY POINT ELEVA TIONS SHOWN ARE APPROXIMA TE ONL Y, 10 11 12 13 14 15 16 17 & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICA TION & ACCURACY IS THE CONTRACTOR'S 3. THE CON TRA C TOR SHALL BE RESPONSIBLE FOR PROVIDING A TEMPORARY SEWER BYPASS SYSTEM PER THE O SPECIAL PROVISIONS, SECTION 7-1.25. 400 MH ' n 4 THE CONTRACTOR SHALL CONSIDER PUBLIC CONVENIENCE L/ 397.7 vJ 400 AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF EX MH J4 BYPASS PUMP. NO PUMP SHALL BE WITHIN 10 FEET OF A A�PPROX/MA TE E STING " " " " EX" MH 3 LID ELEV PEDESTRIAN PATH OF TRAVEL. X MH. EX MH" # 1 PAVEMENT GRAD E'LID-ELk V UNKNOWN 5. BYPASS PIPES CROSSING ARTERIALS, LOCAL STREETS AND L/D 395.4 LID 395. " - -.._ _ T--- PRIVA TE DRIVEWAYS EXCEPT UNION AVENUE SHALL BE PLACED IN A �� • _ SHALLOW TRENCH COVERED WITH A STEEL TRAFFIC PLATE BORDERED 395 — . '� 395 WITH TEMPORARY A. C. PA VING WHICH MUST COMPL Y WITH SECTION Lu 7-1.25, SUBSECTION "INSTALLATION INSTALLA TION AND REMOVAL . ANY DE VIA TION FROM THIS MUST BE APPROVED BY THE Cl TY A�PPROX PROFIL [ "III N ENGINEER. OF EX CANAL 6. SEWER BYPASS TO MANHOLES IN UNION AVENUE BOX CUL VERT A ' SHALL BE BORED OR JACKED UNDER THE PA VEMEN T INTO EX SEWER MAIN +�J THE CONE OF THE MANHOLE WHERE POSSIBLE. CONTRACTOR 390 J Z 390 SHALL POTHOLE ALL UTILITIES PRIOR TO BORING OR JACKING �.....�I_...�" '` ACTIVITIES. UPON COMPLETION OF SEWER BYPASS/NG ALL J BORED OR JACKED CROSSINGS SHALL BE BACKFILLED WITH Lu SIX SACK CONCRETE SLURRY. 7. VIDEO EVIDENCE SHOWS MANY CRACKS AND MISALIGNMENT A T ... ... . 15 /NV 386:1 .. .. ... V J 385 15 /N V. 386.49 C 1 JOIN TS SEE VIDEOS FOR MORE IN MA TION 15 /N . 386.33 v 385 15" INV. 385.'00 » » » EX 36„ SEWER 349.21 LF 15» VCP S=0.22% 104E LF- 15 VCP 124+ LF 15» VCP 117E LF 15 VCP 69+ LF 15 VCP MAIN SOUTH S= 0.13% S= 0.42% -40 S= 0.12% S= 0.12 O � % CQ + r� + O Q Q W Q co - V jC1 TY RECORD No. File Ndme: CALIFORNIA AVE SEWER-E4K200 _P&P Drown: JAF BM SEWER REHABIL ITA TION AL ONG CAL IFORNIA A VENUE SHEET NO, CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E4K200 Engineer: BM Date: Nov. 4, 14 Checked By., PLAN/PROFILE -P STREET TO STA 17+50 3 of 7 O 1 2 3 i O d- a 00 0 N O 0 z 0 a, n n i O 0 N Y w w w Cn w Q Q z a' 0 LLJ Q U C .3 0 0 0 Q U 0 Q i Q 0 U C) a n- U) I O 0 N Y d' W i 0 N O N U W 0 n' n m Lu NT Lu N LuLu Q - -CURB & GUrT w 20 EX RAISED MEDIAN ISLAND _ " 0 CGRff`&U77ER_ I I 19 20 0 2 ST MON — ® — — ® 2� � - --- .._ .......... _..._ _.._ -- _..�. ._......� — ®____. _'" 22 _ 23 ' EX RAISED MEDIAN ISLAND B STA 20+51-40 RT ._._.._..... ® ® ®— ....- ®— _._.... _....— — _....-- — ® — --- - � EX " .. ________ U .,, I II �e 21 22 --- a 23 STA 20+61,22 � Lu ST MON Lu24 _ �-''" " 2 — — -EX ­RAISE0--k D/AN ISLAND t n — — —"... — —.—.... ®.—.....__.. ®— _ v J STA 23+8428' RT - ....,...._,EX MH 17 LQ LQEX CURB & GUTTER - - J LQ �II N U 0 24 0 N Lu Lu . . . °, 5INV. 388.92 N . . ° . " S= 0.32% CONSTRUCT/ON NOTES El INSTALL CURED—IN—PLACE PIPE LINER PER THE EX MH 16 SPECIAL PROVISIONS, SECTION 7-1.24. APPROXIMA TE EX/S NG PROVISIONS, SECTION 7-1.12. El THE CON TRA C TOR, ALONG WITH THE ENGINEER , SHALL REVIEW THE CONDITION OF THE EXISTING 15" VCP AFTER CLEANING AND CCTV VIDEO INSPECTION. IF CONTRACTOR ®® AND ENGINEEER AGREE THA T A SEGMENT OF THE L/D ELEV ° 399.58 . . .. , . ST MON — ® — — ® 2� � - --- .._ .......... _..._ _.._ -- _..�. ._......� — ®____. _'" 22 _ 23 ' EX RAISED MEDIAN ISLAND B STA 20+51-40 RT ._._.._..... ® ® ®— ....- ®— _._.... _....— — _....-- — ® — --- - � EX " .. ________ U .,, I II �e 21 22 --- a 23 STA 20+61,22 � Lu ST MON Lu24 _ �-''" " 2 — — -EX ­RAISE0--k D/AN ISLAND t n — — —"... — —.—.... ®.—.....__.. ®— _ v J STA 23+8428' RT - ....,...._,EX MH 17 LQ LQEX CURB & GUTTER - - J LQ �II N U 0 24 0 N Lu Lu . . . °, 5INV. 388.92 N . . ° . " S= 0.32% CITY OF BAKERSFIELD, CALIFORNIA File NOMe: CALIFORNIA AVE SEWER_E4K200 _P&P Drawn: JAF BM PUBLIC WORKS DEPARTMENT Job No.: E4K200 Engineer. B MCCLURE Date: Nov. 4, 14 Checked By m SCALE: 1 " = 40' REGIS TERED Cl VI L QRpF :ss/ON4 p S 1 N Gy �. C� 2� 7 m G C 80507 * Exp. 3-31-15 CITY OF BAKERSFIELD `req C/v1�- 1501 TRUXTUN AVENUE BAKERSFIELD CA 93301 F OF CA��F�� REVISIONS No. DA TE DESCRIP TION M 47 / / CONSTRUCT/ON NOTES El INSTALL CURED—IN—PLACE PIPE LINER PER THE EX MH 16 SPECIAL PROVISIONS, SECTION 7-1.24. APPROXIMA TE EX/S NG PROVISIONS, SECTION 7-1.12. El THE CON TRA C TOR, ALONG WITH THE ENGINEER , SHALL REVIEW THE CONDITION OF THE EXISTING 15" VCP AFTER CLEANING AND CCTV VIDEO INSPECTION. IF CONTRACTOR AND ENGINEEER AGREE THA T A SEGMENT OF THE L/D ELEV ° 399.58 . . .. , . . . .. . A VEMEN T GRADE . CONTRACT CHANGE ORDER (CCO). THE CCO WILL BE X H.17. .. .. SECTION 7-1.23 OF THE SPECIAL PROVISIONS. ®ADJUST EXISTING MANHOLE AND PAD TO GRADE PER COB STD SW -2. L/D LEV 399.07 00 O N 119+ LF— 15VCP 298 LF 15" VCP S= 0.42% ' 333 LF 15" VCP S= 0.27% CITY OF BAKERSFIELD, CALIFORNIA File NOMe: CALIFORNIA AVE SEWER_E4K200 _P&P Drawn: JAF BM PUBLIC WORKS DEPARTMENT Job No.: E4K200 Engineer. B MCCLURE Date: Nov. 4, 14 Checked By m SCALE: 1 " = 40' REGIS TERED Cl VI L QRpF :ss/ON4 p S 1 N Gy �. C� 2� 7 m G C 80507 * Exp. 3-31-15 CITY OF BAKERSFIELD `req C/v1�- 1501 TRUXTUN AVENUE BAKERSFIELD CA 93301 F OF CA��F�� REVISIONS No. DA TE DESCRIP TION M 47 / / GENERAL NOTES 1. ALL UTILI TY LOCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 2. SURVEY POINT ELEVA TIONS SHOWN ARE APPROXIMA TE ONL Y, & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICA TION & A CCURA C Y IS THE CON TRA C TOR'S 3 THE CON TRA C TOR SHALL BE RESPONSIBLE FOR PROVIDING A TEMPORARY SEWER BYPASS SYSTEM PER THE SPECIAL PROVISIONS, SECTION 7-1.25. 4. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVENIENCE AND SAFETY WHEN SELECTING L OCA TION FOR PLACEMENT OF BYPASS PUMP. _ NO PUMP SHALL BE WITHIN 10 FEET OF A PEDESTRIAN PA TH OF TRA VEL. 5. BYPASS PIPES CROSSING ARTERIALS, LOCAL STREETS AND PRI VA TE DRI VEWA YS EXCEPT UNION A VENUE SHALL BE PLACED IN A SHALLOW TRENCH COVERED WITH A STEEL TRAFFIC PLATE BORDERED WI TH TEMPORAR Y A. C. PA VING WHICH MUS T COMPL Y W/ TH SEC TION 7-1.25, SUBSECTION "INSTALLATION AND REMOVAL" ANY DEVIATION FROM THIS MUST BE APPROVED BY THE CITY ENGINEER. 6. SEWER BYPASS TO MANHOLES IN UNION AVENUE SHALL BE BORED OR JACKED UNDER THE PA VEMENT INTO THE CONE OF THE MANHOLE WHERE POSSIBLE. CONTRACTOR SHALL POTHOLE ALL UTILITIES PRIOR TO BORING OR JACKING ACTIVITIES. UPON COMPLETION OF SEWER BYPASSING ALL BORED OR JACKED CROSSINGS SHALL BE BACKFILLED WITH SIX SACK CONCRETE SLURRY. 7. VIDEO EVIDENCE SHOWS MANY CRACKS AND MISALIGNMENT A T JOINTS. SEE VIDEOS FOR MORE INFORMATION C2 0 Cl T Y RECORD No. SEWER REHABILITATION ALONG CALIFORNIA AVENUE PLAN/ PROFILE- STA 17+50 TO 25+00 SHEE T N0, 4OF7 2 3 i _ I CONSTRUCT/ON NOTES El INSTALL CURED—IN—PLACE PIPE LINER PER THE SPECIAL PROVISIONS, SECTION 7-1.24. El APPLY PROTECTIVE LINING SYSTEM PER THE SPECIAL PROVISIONS, SECTION 7-1.12. El THE CON TRA C TOR, ALONG WITH THE ENGINEER , SHALL REVIEW THE CONDITION OF THE EXISTING 15" VCP AFTER CLEANING AND CCTV VIDEO INSPECTION. IF CONTRACTOR AND ENGINEEER AGREE THA T A SEGMENT OF THE EXISTING 15" VCP NEEDS TO BE REPLACED, THEN THE CON TRA C TOR SHALL PERFORM SUCH WORK THROUGH A CONTRACT CHANGE ORDER (CCO). THE CCO WILL BE PAID FOR ON A TIME AND MA TERIALS BASIS PER SECTION 7-1.23 OF THE SPECIAL PROVISIONS. ®ADJUST EXISTING MANHOLE AND PAD TO GRADE PER COB STD SW -2. GENERAL NOTES 1. ALL UTILI TY LOCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 2. SURVEY POINT ELEVA TIONS SHOWN ARE APPROXIMA TE ONL Y, & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICA TION & A CCURA C Y IS THE CON TRA C TOR'S 3 THE CON TRA C TOR SHALL BE RESPONSIBLE FOR PROVIDING A TEMPORARY SEWER BYPASS SYSTEM PER THE SPECIAL PROVISIONS, SECTION 7-1.25. 4. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVENIENCE AND SAFETY WHEN SELECTING L OCA TION FOR PLACEMENT OF BYPASS PUMP. _ NO PUMP SHALL BE WITHIN 10 FEET OF A PEDESTRIAN PA TH OF TRA VEL. 5. BYPASS PIPES CROSSING ARTERIALS, LOCAL STREETS AND PRI VA TE DRI VEWA YS EXCEPT UNION A VENUE SHALL BE PLACED IN A SHALLOW TRENCH COVERED WITH A STEEL TRAFFIC PLATE BORDERED WI TH TEMPORAR Y A. C. PA VING WHICH MUS T COMPL Y W/ TH SEC TION 7-1.25, SUBSECTION "INSTALLATION AND REMOVAL" ANY DEVIATION FROM THIS MUST BE APPROVED BY THE CITY ENGINEER. 6. SEWER BYPASS TO MANHOLES IN UNION AVENUE SHALL BE BORED OR JACKED UNDER THE PA VEMENT INTO THE CONE OF THE MANHOLE WHERE POSSIBLE. CONTRACTOR SHALL POTHOLE ALL UTILITIES PRIOR TO BORING OR JACKING ACTIVITIES. UPON COMPLETION OF SEWER BYPASSING ALL BORED OR JACKED CROSSINGS SHALL BE BACKFILLED WITH SIX SACK CONCRETE SLURRY. 7. VIDEO EVIDENCE SHOWS MANY CRACKS AND MISALIGNMENT A T JOINTS. SEE VIDEOS FOR MORE INFORMATION C2 0 Cl T Y RECORD No. SEWER REHABILITATION ALONG CALIFORNIA AVENUE PLAN/ PROFILE- STA 17+50 TO 25+00 SHEE T N0, 4OF7 2 3 i _ I I. ry J U U J J m m 0 Li 0 J 0 Q 00 't 0 N 0 E 0 z a U) Q) 3 16 0 O N `s w Of w w w Q ,, un I CD 0 N V "t w IVA Z V Q Ci N -------- ._ ----------------------------------------------------- 26 27 - - ._._. (1 �....._.._._.. � EX RA/SED MED/AN I�LAND _�-._._-�---�----�--��� ,�-� _.`"" .�.. `.�-- — 28 — ..Y..V.._..._ `_"" 29 _.,,�, .._.....®„m, _.._. � � ..._.30 ®._.... ®._._ =® .............�... _� 31®..e �........... � ........._._. ®.._._..._._ ..,,,e„ ._.._. ®,..._....,,. V J STA 28+25.90' �T EX RAISED MEDIA ISLAND — 32 .-_.-._.-.-.-. ------- ---- ------- L. s E�FlNG 15" -SEWER MAMf -- — ®— ' EXISTING 15 SEWER MAIN Lu 1 w 1 s — _ EX CURB & GUTTER I� U c CALIFOKNIA AVENUE CITY OF BAKERSFIELD, CALIFORNIA � z File NOMe.' CALIFORNIA AVE SEWER -M200 _P&P Drown: JAF BM PUBLIC WORKS DEPARTMENT Job No.: E4K200 En gin eer: B MCCL URE Date: Nov. 4, 14 Checked By.- 400 Je,:t 15 m SCALE: I" = 40' REGISTERED CI VI L EN GI / QRpFESS/pN //�/ ��p _ G aT =R � C 80507 * Exp.3-31-15 CITY OF BAKERSFIELD 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 CA0 REVISIONS No. DA TE DESCRIP TION 271 / / 371 / / 471 / / GENERAL NOTES 1. ALL UTILITY L OCA TIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR L OCA TING U TIL I TIES IN THE F,IEL D IS THE CON TRA C TOR'S. 2. SURVEY POINT ELEVA TIONS SHOWN ARE APPROXIMA TE ONL Y, & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICA TION & ACCURACY IS THE CONTRACTOR'S. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TEMPORARY SEWER BYPASS SYSTEM PER THE SPECIAL PROVISIONS, SECTION 7-1.25. 4. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVENIENCE AND SAFETY WHEN SELECTING L OCA TION FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10 FEET OF A PEDESTRIAN PATH OF TRAVEL. 5. BYPASS PIPES CROSSING ARTERIALS, LOCAL STREETS AND PRI VA TE DRI VEW4 YS EXCEPT UNION A VENUE SHALL BE PLACED IN A SHALL OW TRENCH CO VERED WI TH A STEEL TRAFFIC PLA TE BORDERED WI TH TEMPORAR Y A. C. PA VING WHICH MUST COMPL Y W1 TH SECTION 7-1.25, SUBSECTION "INSTALLATION AND REMOVAL" ANY DEVIATION FROM THIS MUST BE APPROVED BY THE CITY ENGINEER. 6. SEWER BYPASS TO MANHOLES IN UNION AVENUE SHALL BE BORED OR JACKED UNDER THE PA VEMENT INTO THE CONE OF THE MANHOLE WHERE POSSIBLE. CON TRA C TOR SHALL POTHOLE ALL UTILITIES PRIOR TO BORING OR JACKING ACTIVITIES UPON COMPLETION OF .SEWER BYPASSING ALL BORED OR JACKED CROSSINGS SHALL BE BACKFILLED WITH SIX SACK CONCRETE SLURRY. 7. VIDEO EVIDENCE SHOWS MANY CRACKS AND MISALIGNMENT AT JOINTS. SEE VIDEOS FOR MORE INFORMA TION. ('� . 1 '*1 ICITY RECORD No. SEWER REHABIL I TA TION: CALIFORNIA AVENUE . PLAN/PROFILE - STA 25+00 TO 32+50 SHEE T NO. 5OF7 2 3 CONSTRUCT/ON NOTES El INSTALL CURED—IN—PLACE PIPE LINER PER THE SPECIAL PROVISIONS, SECTION 7-1.24. Efl APPL Y PRO TEC TI VE L INING S YS TEM PER THE SPECIA L PROVISIONS, SECTION 7-1.12. F THE CON TRA C TOR, ALONG WITH THE ENGINEER , SHA L L REVIEW THE CONDITION OF THE EXISTING 15" VCP AFTER CLEANING AND CCTV VIDEO INSPECTION. IF CONTRACTOR AND ENGINEEER AGREE THA T A SEGMENT OF THE EXISTING 15" VCP NEEDS TO BE REPLACED, THEN THE CON TRA C TOR SHALL PERFORM SUCH WORK THROUGH A CONTRACT CHANGE ORDER (CCO). THE CCO WILL BE PAID FOR ON A TIME AND MA TERIALS BASIS PER SECTION 7-1.23 OF THE SPECIAL PROVISIONS. Fil ADJUST EXISTING MANHOLE AND PAD TO GRADE PER COB STD SW -2. GENERAL NOTES 1. ALL UTILITY L OCA TIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR L OCA TING U TIL I TIES IN THE F,IEL D IS THE CON TRA C TOR'S. 2. SURVEY POINT ELEVA TIONS SHOWN ARE APPROXIMA TE ONL Y, & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICA TION & ACCURACY IS THE CONTRACTOR'S. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TEMPORARY SEWER BYPASS SYSTEM PER THE SPECIAL PROVISIONS, SECTION 7-1.25. 4. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVENIENCE AND SAFETY WHEN SELECTING L OCA TION FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10 FEET OF A PEDESTRIAN PATH OF TRAVEL. 5. BYPASS PIPES CROSSING ARTERIALS, LOCAL STREETS AND PRI VA TE DRI VEW4 YS EXCEPT UNION A VENUE SHALL BE PLACED IN A SHALL OW TRENCH CO VERED WI TH A STEEL TRAFFIC PLA TE BORDERED WI TH TEMPORAR Y A. C. PA VING WHICH MUST COMPL Y W1 TH SECTION 7-1.25, SUBSECTION "INSTALLATION AND REMOVAL" ANY DEVIATION FROM THIS MUST BE APPROVED BY THE CITY ENGINEER. 6. SEWER BYPASS TO MANHOLES IN UNION AVENUE SHALL BE BORED OR JACKED UNDER THE PA VEMENT INTO THE CONE OF THE MANHOLE WHERE POSSIBLE. CON TRA C TOR SHALL POTHOLE ALL UTILITIES PRIOR TO BORING OR JACKING ACTIVITIES UPON COMPLETION OF .SEWER BYPASSING ALL BORED OR JACKED CROSSINGS SHALL BE BACKFILLED WITH SIX SACK CONCRETE SLURRY. 7. VIDEO EVIDENCE SHOWS MANY CRACKS AND MISALIGNMENT AT JOINTS. SEE VIDEOS FOR MORE INFORMA TION. ('� . 1 '*1 ICITY RECORD No. SEWER REHABIL I TA TION: CALIFORNIA AVENUE . PLAN/PROFILE - STA 25+00 TO 32+50 SHEE T NO. 5OF7 2 3 w U C) n' EE SHEET 7 FOR II m +EWER B YP SS 0 o � Ld 0 EX CURB & GUTTER — LuI Lu _` �MH 9 n STA. 3 + . I W V , _ EX MED/AN CURB Q 33__121— 35 _ I 36 — J64 49.46 — Lu N 0 15 VCP SEWER MAIN 2 z j rj Ln r!j ~ MH #10 J '1) STA. 36+23.15 o EX�& UR CUTTER -- U IffF z Li I I f� SEE SHEE T 7 FOR -a O SEWER B YPA SS n O O N Y It w w w w Q Q z O L1_ J a 0 L 0 0 Q U O Q / Q 0 U 0 a) cn I O O N Y w O N I O N U) U w D O 9 Q� Lu NT 2N J Lu 400 1 _�90 CALIFOKNIA AVENUE 33 34 35 36 QRpFESS/ONq c� 27 REGISTERED CIVIL ENGINEERcy-C 80507 * Exp. 3-31-15 CITY OF BAKERSFIELD Jp �P 1501 TRUXTUN AVENUE qTF Cm� �F CA��F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION SCALE: 1 = 40 471 / / GENERAL NOTES 1. ALL UTILITY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESEN T THE BES T INFORMA TION SUPPL IED B Y THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 2. SURVEY POINT ELEVA TIONS SHOWN ARE APPROXIMA TE ONL Y, & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFI CA TION & A CCURA C Y IS THE CON TRA C TOR'S J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TEMPORARY SEWER BYPASS SYSTEM PER THE SPECIAL PROVISIONS, SECTION 7-1.25. 4. THE CON TRA C TOR SHALL CONSIDER PUBLIC CONVENIENCE AND SAFETY WHEN SELECTING L OCA TION FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10 FEET OF A PEDESTRIAN PATH OF TRA VEL. 5. BYPASS PIPES CROSSING ARTERIALS, LOCAL STREETS AND PRI VA TE DRI VE WA YS EXCEPT UNION A VENUE SHALL BE PLACED IN A SHALLOW TRENCH COVERED WITH A STEEL TRAFFIC PLATE BORDERED WI TH TEMPORARY A. C. PA VING WHICH MUST COMPL Y WI TH SECTION 7-1.25, SUBSECTION "INS TALLA TION AND REMOVAL" ANY DEVIATION FROM THIS MUST BE APPROVED BY THE CITY ENGINEER. 6. SEWER B YPA SS TO MANHOL ES IN UNION A VENUE SHALL BE BORED OR JACKED UNDER THE PA VEMENT INTO THE CONE OF THE MANHOLE WHERE POSSIBLE. CONTRACTOR SHALL POTHOLE ALL UTILITIES PRIOR TO BORING OR JACKING ACTIVITIES UPON COMPLETION OF SEWER BYPASSING ALL BORED OR JACKED CROSSINGS SHALL BE BACKFILLED WITH SIX SACK CONCRETE SLURRY. 7. VIDEO EVIDENCE SHOWS MANY CRACKS AND MISALIGNMENT A T JOINTS. SEE VIDEOS FOR MORE INFORMATION 6. �l![JJ V ' () v CITY RECORD No. File Nome: CALIFORNIA AVE SEWER_E4K200 _P&P Drawn: JF BM SEWER REHABILITATION ALONG CALIFORNIA AVENUE SHEET NO. CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E4K200 Engineer. B MCCLURE Date: Nov. 3, 14 Checked By: PLAN/PROF/LE- STA 32+50 TO UNION AVENUE 6 OF 7 0 1 2 3 CONSTRUCT/ON NOTES El INSTALL CURED -IN-PLACE PIPE LINER PER THE SPECIAL PROVISIONS, SECTION 7-1.24. F2-] APPL Y PRO TEC TI VE LINING SYSTEM PER THE SPECIAL PROVISIONS, SECTION 7-1.12. El THE CONTRACTOR, ALONG WITH THE ENGINEER , SHALL REVIEW THE CONDITION OF THE EXISTING 15" VCP AFTER CLEANING AND CCTV VIDEO INSPECTION. IF CONTRACTOR AND ENGINEEER AGREE THA T A SEGMENT OF THE EXISTING 15" VCP NEEDS TO BE REPL A CED, THEN THE CON TRA C TOR SHALL PERFORM SUCH WORK THROUGH A CONTRACT CHANGE ORDER (CCO). THE CCO WILL BE PAID FOR ON A TIME AND MA TERIALS BASIS PER SECTION 7-1.23 OF THE SPECIAL PROVISIONS. ®ADJUST EXISTING MANHOLE AND PAD TO GRADE PER COB STD SW -2. GENERAL NOTES 1. ALL UTILITY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESEN T THE BES T INFORMA TION SUPPL IED B Y THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 2. SURVEY POINT ELEVA TIONS SHOWN ARE APPROXIMA TE ONL Y, & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFI CA TION & A CCURA C Y IS THE CON TRA C TOR'S J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TEMPORARY SEWER BYPASS SYSTEM PER THE SPECIAL PROVISIONS, SECTION 7-1.25. 4. THE CON TRA C TOR SHALL CONSIDER PUBLIC CONVENIENCE AND SAFETY WHEN SELECTING L OCA TION FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10 FEET OF A PEDESTRIAN PATH OF TRA VEL. 5. BYPASS PIPES CROSSING ARTERIALS, LOCAL STREETS AND PRI VA TE DRI VE WA YS EXCEPT UNION A VENUE SHALL BE PLACED IN A SHALLOW TRENCH COVERED WITH A STEEL TRAFFIC PLATE BORDERED WI TH TEMPORARY A. C. PA VING WHICH MUST COMPL Y WI TH SECTION 7-1.25, SUBSECTION "INS TALLA TION AND REMOVAL" ANY DEVIATION FROM THIS MUST BE APPROVED BY THE CITY ENGINEER. 6. SEWER B YPA SS TO MANHOL ES IN UNION A VENUE SHALL BE BORED OR JACKED UNDER THE PA VEMENT INTO THE CONE OF THE MANHOLE WHERE POSSIBLE. CONTRACTOR SHALL POTHOLE ALL UTILITIES PRIOR TO BORING OR JACKING ACTIVITIES UPON COMPLETION OF SEWER BYPASSING ALL BORED OR JACKED CROSSINGS SHALL BE BACKFILLED WITH SIX SACK CONCRETE SLURRY. 7. VIDEO EVIDENCE SHOWS MANY CRACKS AND MISALIGNMENT A T JOINTS. SEE VIDEOS FOR MORE INFORMATION 6. �l![JJ V ' () v CITY RECORD No. File Nome: CALIFORNIA AVE SEWER_E4K200 _P&P Drawn: JF BM SEWER REHABILITATION ALONG CALIFORNIA AVENUE SHEET NO. CITY OF BAKERSFIELD., CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E4K200 Engineer. B MCCLURE Date: Nov. 3, 14 Checked By: PLAN/PROF/LE- STA 32+50 TO UNION AVENUE 6 OF 7 0 1 2 3 Al CD O O 0 I O 0 N Y w 1 w w U) w Q Q z 0 J Q U c a C) c) Q U O Q Q 0 U O O ry (1) 3 a� I O O N Y W d - O N I 0 N / U W 0 / a STA. 8+04 EX ORI VEWA Y (JO' WIDE) / JACKED OR BORED -S- 16 8 I"= 30' SEE SHEET 6 FOR CALIFORNIA AVENUE SEWER REHAB/LI TA Tl0 EX TRAFFIC PULL BOX STA. J4+72 EX ORI VEWA Y J2' WIDE EX TRAFFIC CONDUIT - SURFACE SEWER BYPASS SYSTEM (2JO LF) STA. J5+48 EX DRI VEWA Y J8' WIDL Ill crn Zt,cn L X DRI VEWA Y J6' WIDE STA. J5+16 WIDE -SURFACE SEWER n % � a - '+.. r.-. CONSTRUCTION NOTES 1� INSTALL CURED -IN-PLACE PIPE LINER PER THE SPECIAL PROVISIONS, SECTION 7-7.24. APPLY PROTECTIVE LINING SYSTEM PER THE SPECIAL PROVISIONS, SECTION 7-1.12. El THE CON TRA C TOR, ALONG WITH THE ENGINEER , SHA L L REVIEW THE CONDITION OF THE EXISTING 15" VCP AFTER CLEANING AND CCTV VIDEO INSPECTION. IF CON TRA C TOR AND ENGINEEER AGREE THA T A SEGMENT OF THE EXISTING 15- VCP NEEDS TO BE REPL A CED, THEN THE CON TRA C TOR SHALL PERFORM SUCH WORK THROUGH A CONTRACT CHANGE ORDER (CCO). THE CCO WILL BE PAID FOR ON A TIME AND MA TERIALS BASIS PER SECTION 7-1.2J OF THE SPECIAL PROVISIONS. F±l ADJUST EXISTING MANHOLE AND PAD TO GRADE PER COB STD SW -2. R CO. N JF Pc 0 SPN �0PQ�� UNION AVENUE -California Ave to Hayden Ct CITY OF BAKERSFIELD.CALIFORNIA PROPOSED 10' X 15' PUMP STA TION GENERAL NOTES 1. ALL UTILITY LOCA TIONS SHOWN ARE APPROX/MA TE ONL Y, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S 2. SURVEY POINT ELEVA TIONS SHOWN ARE APPROXIMA TE ONL Y, & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VERIFICA TION & ACCURACY IS THE CONTRACTOR'S. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TEMPORARY SEWER BYPASS SYSTEM PER THE SPECIAL PROVISIONS, SECTION 7-1.25. 4. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVENIENCE AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10 FEET OF A PEDESTRIAN PATH OF TRAVEL. 5. BYPASS PIPES CROSSING ARTERIALS, LOCAL STREETS AND PRI VA TE DRI VEWA YS EXCEPT UNION A VENUE SHALL BE PLACED IN A SHALL OW TRENCH CO VERED W1 TH A STEEL TRAFFIC PLA TE BORDERED WI TH TEMPORAR Y A. C. PA VING WHICH MUST COMPL Y Wl TH SECTION 7-1.25, SUBSECTION WSTALLA TION AND REMO VA " AN Y DEVIATION FROM THIS MUST BE APPROIED BY THE CITY ENGINEER. 6. SEWER BYPASS TO MANHOLES IN UNION A VENUE SHALL BE BORED OR JACKED UNDER THE PA VEMENT INTO THE CONE OF THE MANHOLE WHERE POSSIBLE. CONTRACTOR SHALL POTHOLE ALL UTILITIES PRIOR TO BORING OR JACKING ACTIVITIES. UPON COMPLETION OF SEWER BYPASSING ALL BORED OR JACKED CROSSINGS SHALL BE BACKFILLED WITH SIX SACK CONCRETE SLURRY. 7' VIDEO EVIDENCE SHOWS MANY CRACKS AND MISALIGNMENT A T JOINTS. SEE VIDEOS FOR MORE INFORMA TION. PROFESS/�N.a S1NGy REGIS rERED Cl VIL ENGINEER C 80507 * Exp.3-31-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/V�L BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DATE DESCRIP TION 371 / / 471 / / PROPOSED SEWER BYPASS PLAN Cl T Y RECORD No. File Nome.- Drawn: JAFIBm PUBLIC WORKS DEPARTMENT Job No.: E4K200 En ineer: EISEWER REHABIL I TA TION ALONG CALIFORNIA AVENUE SHEE T NO. : Date: Nov. J, 14 Checked B SEWER BYPASS UNION AVENUE STA. 6+26 TO 11+92 7 OF 7 1 ' 1 ' 1 11 0 1 2 3