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HomeMy WebLinkAbout6.2-61401 3 0 U J LIST OF DRAWINGS 14 1w I Ir IN 'N 'N IN 4 -ft- *I., 'N Illp-N r=VJ 1 -COVER91 w AIL\ ; OA p rw Lp I.: �0 ;Avj NJ r 0 P 2 -INDEX -16 C�rswwij zc� 3 -PLAN AND PROFILE 4 -PLAN AND PROFILE IDE3P��ITr71°Ir/,rr�J� TJ ��J ]PUB161G.10 WORK8 5 -PLAN AND PROFILE f+ ��1+� 6 -PLAN AND PROFILE 7 -PLAN AND PROFILE 8 -PLAN AND PROFILE 9 -PLAN AND PROFILE 10 -LIFT STATION 11 -DETAILS 12 -DETAILS 13 -DETAILS FORCE MAIN REPLACEMENT FOR BENCHMARK TOP OF MONUMENT AT THE NORTHERLY INTERSECTION OF ROYAL COACH DRIVE AND FAIRFAX ROAD, POINT NUMBER 110, BASED ON NAVD 88 VERTICAL DATUM. ELEVATION= 720.63 BASIS OF BEARING THE BEARING OF S36° 19'38"E BETWEEN THE FOUND POINT NUMBER 109 AND POINT NUMBER 110, WAS BASED ON THE ABOVE BASIS OF COORDINATES AND WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. THE RECORD BEARING BETWEEN SAID POINTS IS S36°50'43"E, AS SHOWN ON TRACT NO. 4486, BK. 32 OF MAPS, PAGES 133 THROUGH 134, AND ALSO ON TRACT NO. 4487, BK. 37 OF MAPS, PAGES 15 THROUGH 19. CITY STANDARDS ST -6, ST -9, ST -22, SW -2, SW -5, SW -6 CONVENTIONAL SYMBOLS \^/ G.V. �--� STREET LIGHT W/MAST ARM DQ GAS VALUE C.O. CLEAN OUT + BENCHMARK FAIRFAX ROAD SEWER LIFT STATION p IWO _1. i..•i•.: _-1 PROJECT \1111 U ���11 ■11111111 �WINI.. It■ " I■■11/��� In i----- - -- -- i- - -- -- ■ 11111111► - 111111111�- Will ROUTE 178 LOCATION MAP NOT TO SCALE I FINAL PAY QUANTITIES I I TEM ESTIMA TED UNIT OF QUANTITY MEASURE TRAFFIC STRIPE (DETAIL 8) 1700 LF TRAFFIC STRIPE (DETAIL 39) 2327 LF M STATE OF CALIFORNIA NO TE. - THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: CLASS A NO TE. - THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH. 0.73 MILES (APPROXIMATE) QROFESS/p� PNGEL 0 e W 3 N M N0. 67700 APPROVED BY: 9TF \F0� CAL 00 DATE 16V A. BAR ENASf R.C.E. 677x0 PROJECT ENGINEER P. V. Job No.: 130127.01 10 PLUG VALVE smi- AUTO SCOPE File Path: L:\Projects\2013\130127\_130127.01\ACAD\Improvements File Name: 130127_01 COV.dwg 5080 CALIFORNIA AVE. v SUITE 220 BAKERSFIELD, CA 93309 TEL: (661) 616-2600 Quad Knop f WWW•QUADK OPF.COMO © COPYRIGHT BY QUAD KNOPF, INC. UNAUTHORIZED USE PROHIBITED. 0 1 2 3 EASEMENT — — EXIST CURB & GUTTER RIGHT-OF-WAY --------------- EXIST A.C. FLOWLINE -- — CEN TERL INE - '�= - - - '�= - - - '�= - EXIST. EDGE OF PA VEMEN T I'llI I I I' 1 1 1 1 1 1' I' I I I I" lIRAILROAD TRACKS GUARD RAIL CHAIN LINK FENCE IMPRO VEMEN TS X UTILITY SYMBOLS EXIST WA TER LINE (SS) EXIST. SEWER LINE x W) EXIST GAS LINE (SD) EXIST. STORM DRAIN (G) EXIST AERIAL (E) EXIST. UNDERGROUND (OH) LINES POWER LINE EXIST UNDERGROUND (T) EXIST. UNDERGROUND (TV) TV CABLES PHONE LINE (OIL) EXIST. OIL LINE (Fo) EXIST FIBER OPTIC LINE FO -1 MANHOLE e PRE-EMPTION DEVICE P.P F.�H -- POWER POLE FIRE HYDRANT W.M. O EXISTING MONUMENT ❑ WATER METER W.V. Fell FU TURE MONUMENT M WATER VALVE S.L. G.M. 3:� STREET LIGHT ® GA S METER \^/ G.V. �--� STREET LIGHT W/MAST ARM DQ GAS VALUE C.O. CLEAN OUT + BENCHMARK FAIRFAX ROAD SEWER LIFT STATION p IWO _1. i..•i•.: _-1 PROJECT \1111 U ���11 ■11111111 �WINI.. It■ " I■■11/��� In i----- - -- -- i- - -- -- ■ 11111111► - 111111111�- Will ROUTE 178 LOCATION MAP NOT TO SCALE I FINAL PAY QUANTITIES I I TEM ESTIMA TED UNIT OF QUANTITY MEASURE TRAFFIC STRIPE (DETAIL 8) 1700 LF TRAFFIC STRIPE (DETAIL 39) 2327 LF M STATE OF CALIFORNIA NO TE. - THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: CLASS A NO TE. - THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH. 0.73 MILES (APPROXIMATE) QROFESS/p� PNGEL 0 e W 3 N M N0. 67700 APPROVED BY: 9TF \F0� CAL 00 DATE 16V A. BAR ENASf R.C.E. 677x0 PROJECT ENGINEER P. V. Job No.: 130127.01 10 PLUG VALVE smi- AUTO SCOPE File Path: L:\Projects\2013\130127\_130127.01\ACAD\Improvements File Name: 130127_01 COV.dwg 5080 CALIFORNIA AVE. v SUITE 220 BAKERSFIELD, CA 93309 TEL: (661) 616-2600 Quad Knop f WWW•QUADK OPF.COMO © COPYRIGHT BY QUAD KNOPF, INC. UNAUTHORIZED USE PROHIBITED. 0 1 2 3 PT. NO. 111 \ SHEET 9 \ PT. NO. 109 \ ,� 0 \ \ O � \ SHEET 8 ` \ PT. NO. 110 m 200' 0' 200' SCALE: 1"= 200' r \ 100,� - SHEET 7 \ \ \ .11\ PT. NO. 106 , V SHEET 6 PT. NO. 105 SHEET 5 xoe, SHEET 4 � � PT. NO. 108' CENTERLINE MONUMENT TABLE PT NORTHING EASTING ELEVATION DESCRIPTION 105 N 2335726.4335 E 6283776.5813 826.67 FD MON MKD 3984 IN LH, 12" DP 106 N 2336297.5829 E 6283734.4347 745.66 FD MON IN LH ILLEGIBLE, 12" DP 107 N 2335365.8288 E 6284213.1077 805.63 FD MON IN LH ILLEGIBLE, 12" DP 108 N 2335006.9652 E 6284326.2457 815.06 FD MON MKD RCE 30323 IN LH, 12" DP 109 N 2337453.6043 E 6282884.4367 693.82 FD MON IN LH ILLEGIBLE, 12" DP 110 N 2336728.5650 E 6283417.5633 720.63 FD MON MKD RCE 30323 IN LH, 12" DP 111 N 2337748.7264 E 6282667.3430 683.22 FD COB MON IN LH, 12" DP 116 N 2334273.6129 E 6284475.5927 822.49 FD MON MKD RCE 17169 IN LH, 12" DP 117 N 2334208.6431 E 6284474.9918 822.83 FD MON IN LH ILLEGIBLE, 11" DP A1^lr= +. 1. ALL STATIONING IS BASED UPON CENTERLINE AS DETERMINED BY SURVEYED MONUMENTS ABOVE UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND PIPELINES AND FACILITIES PRIOR TO THE START OF CONSTRUCTION. PT. NO. 107 � � iI �.�PT.N0.flu SHEET 3 � PANORAMA DRIVE CITY OF BAKERSFIELD, CALIFORNIA L PT. NO. 117 PUBLIC WORKS DEPARTMENT File Nome: IJ0127_01 PRF Job No.: E7K106 Date: Sep. 30, 14 Dro wn: MJB Engineer: MAB Checked By. 'tet REVISIONS No. DA TE DESCRIPTION 1 / / z 3 41 / / INDEX SHEET FAIRFAX FORCE MAIN PROJECT /ONpL LAND J . ✓qC SGS CL m P.L.S. 8191 C O QROFESS/O� NGEL p F W C � N rTl NO. 67700 OF CA IN el f5080 CALIFORNIA AVE. SUITE 220 BY. BAKERSFIELD, CA 93309 TEL: (661) 616-2600 Quad Knopf FAX: (661) 616-5970 WEBSITE: www. quadknopf com a SHEET NO. 2 OF 13 1 2 3 J 3 1 � y v; �= z 1G (SD) — PT# 1 (EX. MH CONNECTION) STA. 9+97.39, 11.421 s,�z NORTHING 2334206.22 FASTING 6284463.53 • BI E00A, F! • Ei� m • m m as x 41 W R I � 9� CO _ — CONNECT 8" 0 F. M. TO EXISTING SSMH „"-`'- ----"� � • 7r � .� ,fir 'A STA. 9+97.37, 11.421 E Q:. 0 w + .....- -- ___ I z PT12 (ANGLE POINT) CONSTRUCT 8" 0 PVC �=� • STA. 10+65.00, 12.001 pr (SD)p/�p FORCE MAIN PIPE 1 �1P ` a<9 t� `• NORTHING 2334273.69 -O CP 12.00' LT. _ STA. 10+09. 7, 11.25' L FASTING 6284463.59 7. V) ® — — (tom., W) — ! �s —A (BEGIURVE) mss INV. 815.J8CONSTRL �•• �y�_ _( ..•- �, •�, �.�. `/ `,,rte _62 - � ,,..r=- r____�'.{.- ; .� •c5`� �cS 0 IV 8" PVC ORCE MAIN PIPE I c J12" R/W PLAN SCALE: 1 " = 40' 9� CO _ — „"-`'- ----"� � • 7r � .� ,fir -t--- — E Q:. 0 w + .....- -- ___ I �=� • ` pr (SD)p/�p l 1 �1P ` a<9 t� `• (SD) -O CP Ul _ STA. 10+09. 7, 11.25' L 7. V) ® — — (tom., W) — ! J ' _ —A �2" INV. 815.J8CONSTRL �•• �y�_ _( ..•- �, •�, �.�. `/ `,,rte _62 - � ,,..r=- r____�'.{.- ..� �cS 0 IV 8" PVC ORCE MAIN PIPE I J12" R/W PLAN SCALE: 1 " = 40' x 9� CO _ — x CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. 1" = 40' VERTICAL SCALE. • 1" = 4' File Nome.- 130127_ 01 PRF Dro wn: MJB PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer: MAB Date: Sep. 30, 2014 Checked By. D n i 36 32 Was] utF 12 I � ml REVISIONS No. DA TE DESCRIPTION 1 / / 2 3 4 I a?; 40' 0' 40' SCALE: 1"= 40' CONSTRUC77ON CENTERLINE CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT Cl 748.79' 1811.65' 23.68' 379.82 CONSTRUCTION CALLOUTS AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE EO REPLACE TRAFFIC LOOP O ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT H� CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES �O QROFESS/p�` ANGEL F c� ! N0. 67700 A, 9F 00 CA\ CEO 16+0 I ' A 5080 CALIFORNIA AVE. SUITE 220 BY. �� BAKERSFIELD, CA 93309 TEL: (661) 616-2600 FAX (661) 616-5970 Quad Knopf WEBSITE: www.quadknopf.com PLAN AND PROFILE STA. 10+00 TO 16+00 SHEET NO. FAIRFAX FORCE MAIN PROJECT 3 OF 13 SSMH_#1 (EX.__ RIM: 823.78 FM INV N: 819.7 — „"-`'- ----"� � • 7r � .� ,fir -t--- — Q:. 0 w + .....- -- ___ I Ul _ STA. 10+09. 7, 11.25' L 7. V) ® r INV. 815.J8CONSTRL 02�' �� ..•- �, •�, �.�. `/ `,,rte _62 - � ,,..r=- r____�'.{.- ..� �cS 0 IV 8" PVC ORCE MAIN PIPE I J12" •� ti POINT OF CONNECTION (SEE DETA IL 3 ON SHEET 1 CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. 1" = 40' VERTICAL SCALE. • 1" = 4' File Nome.- 130127_ 01 PRF Dro wn: MJB PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer: MAB Date: Sep. 30, 2014 Checked By. D n i 36 32 Was] utF 12 I � ml REVISIONS No. DA TE DESCRIPTION 1 / / 2 3 4 I a?; 40' 0' 40' SCALE: 1"= 40' CONSTRUC77ON CENTERLINE CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT Cl 748.79' 1811.65' 23.68' 379.82 CONSTRUCTION CALLOUTS AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE EO REPLACE TRAFFIC LOOP O ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT H� CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES �O QROFESS/p�` ANGEL F c� ! N0. 67700 A, 9F 00 CA\ CEO 16+0 I ' A 5080 CALIFORNIA AVE. SUITE 220 BY. �� BAKERSFIELD, CA 93309 TEL: (661) 616-2600 FAX (661) 616-5970 Quad Knopf WEBSITE: www.quadknopf.com PLAN AND PROFILE STA. 10+00 TO 16+00 SHEET NO. FAIRFAX FORCE MAIN PROJECT 3 OF 13 SSMH_#1 (EX.__ RIM: 823.78 FM INV N: 819.7 — -t--- — ___ I _ STA. 10+09. 7, 11.25' L INV. 815.J8CONSTRL -OF__ - 8" PVC ORCE MAIN PIPE I POINT OF CONNECTION (SEE DETA IL 3 ON SHEET 1 ) EX. PROFI �E_APPROXIMATE LOCATION CONSTRUCT 3 5° 8"0 DUCTILE IRON FAIRFAX ROA- - OF EL TRICAL LINE o PIPE BEND WITH ---- ��� --- CONC. THRUST BLOCK (APPR�tA_.TE CE,L_-- oo n ----- 40 — •on _ _ APPROX. LOCATION OF_ EX. 36"0 WATER LINE APPROX. LOCATION OF EX. 18"0 STORM LINE — - Q) II II II — — _. — ---; --- CONSTRUCT 8" DIA. _ _ — —__ — �-- _ /4 U n CONTRACTOR SHALL FIELD ki ALL UTILITY CROSSINGS OF ANY TRENCHING OPERATIONS VERIFY PRIOR TO START (TYPICAL) (0 CIO --t--_ 1 THRUST BLOCKS PER DETAIL 3 OF SHEET 12 1N� . CONSTRUC F 490' -LF OF CONSTRUCT 100' -LF OF 8" PVC FORCE MAIN PIPE _ 8" PVC FORGE MAIN PIPE APPROX INVERT ELEVATION 10"0 V.C.P. - - i +50 10+00 11+00 12+00 13+00 14+00 15+00 CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. 1" = 40' VERTICAL SCALE. • 1" = 4' File Nome.- 130127_ 01 PRF Dro wn: MJB PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer: MAB Date: Sep. 30, 2014 Checked By. D n i 36 32 Was] utF 12 I � ml REVISIONS No. DA TE DESCRIPTION 1 / / 2 3 4 I a?; 40' 0' 40' SCALE: 1"= 40' CONSTRUC77ON CENTERLINE CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT Cl 748.79' 1811.65' 23.68' 379.82 CONSTRUCTION CALLOUTS AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE EO REPLACE TRAFFIC LOOP O ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT H� CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES �O QROFESS/p�` ANGEL F c� ! N0. 67700 A, 9F 00 CA\ CEO 16+0 I ' A 5080 CALIFORNIA AVE. SUITE 220 BY. �� BAKERSFIELD, CA 93309 TEL: (661) 616-2600 FAX (661) 616-5970 Quad Knopf WEBSITE: www.quadknopf.com PLAN AND PROFILE STA. 10+00 TO 16+00 SHEET NO. FAIRFAX FORCE MAIN PROJECT 3 OF 13 I a?; 40' 0' 40' SCALE: 1"= 40' CONSTRUC77ON CENTERLINE CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT Cl 748.79' 1811.65' 23.68' 379.82 CONSTRUCTION CALLOUTS AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE EO REPLACE TRAFFIC LOOP O ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT H� CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES �O QROFESS/p�` ANGEL F c� ! N0. 67700 A, 9F 00 CA\ CEO 16+0 I ' A 5080 CALIFORNIA AVE. SUITE 220 BY. �� BAKERSFIELD, CA 93309 TEL: (661) 616-2600 FAX (661) 616-5970 Quad Knopf WEBSITE: www.quadknopf.com PLAN AND PROFILE STA. 10+00 TO 16+00 SHEET NO. FAIRFAX FORCE MAIN PROJECT 3 OF 13 3 U_ of Y 832 • m m 0 • m 79 79. 1 /,/,%A If" rMi 1/19" nn i m ^ PT13 (ANGLE POINT) STA. 18+18.67, 12.001 PLAN SCALE. 1 " = 40' v, RAW J PT/4 (ANGLE POINT) STA. 21+95.60, 12.00'LT. klnoTulklt� 77ZICZC7 AT .w J to CONSTRUC77ON CENTERLINE CURVE TABLE N 1�� NUMBER LENGTH RADIUS DELTA Uj pr a 748.79' Uj 23.68' '.� 100 r j 1856.82' �.... W O C3 LU �pJ co �'J"" — C3 co c 111 w d CO N � � J 832 • m m 0 • m 79 79. 1 /,/,%A If" rMi 1/19" nn i m ^ PT13 (ANGLE POINT) STA. 18+18.67, 12.001 PLAN SCALE. 1 " = 40' v, RAW J PT/4 (ANGLE POINT) STA. 21+95.60, 12.00'LT. klnoTulklt� 77ZICZC7 AT .w J to CONSTRUC77ON CENTERLINE CURVE TABLE N 1�� NUMBER LENGTH RADIUS DELTA TANGENT pr a 748.79' 1811.65' 23.68' 379.82 C2 r j 1856.82' 0 190.37 C3 363.29' �pJ co �'J"" — C3 p O c 111 O LU N CO N C4 T N co 1 CID C6 r - w o� oaa W) 6 Queao taT p-- •O PROFILE HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE: 1" = 4' 32 �ij 24 20 16 12 /i m m/ M01 1 REVISIONS No. DA TE DESCRIPTION 1 / / 2 3 4 40' 0' 40' WEEM SCALE: 1"= 40' CONSTRUC77ON CENTERLINE CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT C1 748.79' 1811.65' 23.68' 379.82 C2 379.41 ' 1856.82' 0 190.37 C3 363.29' 1942.06' 10.72' 182.18 O N C6 Queao CLdz - -------------- -o - ---------------- 2� cp /111 n F1 Fripirmill LINE _ — A PROXIMATE LOCA ION 0 ELECTRICAL LINE c o J APPROXIMATE LCATION — — — _ _ _ OF CABLE TV LINE PRF 0i"' N --1� OF 6A LINE_ _� FAIR AX ROADo 00 0 o U Wj r — _ - o ND WITH CONC. THRUST BLOCK i —.._�. 9 CONSTRUCT 8" DIA. vuGPLEIRON _ DI PIPE BEND W TH CONC. THRUST BLOCK CONSTRUCT 100'—LF OF CONSTRUCT 219'—LF OF 8" PVC F 9RCE MAIN PIPE CONSTR T 281 '—LF OF 81, FORCE MAIN PIPE 8" DUCTfLE IRON FORCE MAIN PIPE +00 17+00 18+00 19+00 20+00 21+00 22+0 PROFILE HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE: 1" = 4' 32 �ij 24 20 16 12 /i m m/ M01 1 REVISIONS No. DA TE DESCRIPTION 1 / / 2 3 4 40' 0' 40' WEEM SCALE: 1"= 40' CONSTRUCTION CALLOUTS AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM ' CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE EO REPLACE TRAFFIC LOOP FO ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES QRoFESS ANGEL F rLn m 7, * ;rro477P �k \F OF CA0 .tMIA . 5080 CALIFORNIA AVE. SUITE 220 BY: BAKERSFIELD, CA 93309 TEL: (661) 616-2600 - � Quad Knopf 1,1)616-5970 WEBSITE: www.quadknopfcom Re Name: 130127 01 PRF Drawn: MJB PLAN AND PROFILE STA. 16+00 TO 22+00 SHEET NO. CITY OF BAKERSFIELD,CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer. • MAB Date: Sep. 30, 2014 Checked By.• FAIRFAX FORCE MAlIMI PROJECT 4 OF IJ CONSTRUC77ON CENTERLINE CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT C1 748.79' 1811.65' 23.68' 379.82 C2 379.41 ' 1856.82' 11.71' 190.37 C3 363.29' 1942.06' 10.72' 182.18 CONSTRUCTION CALLOUTS AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM ' CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE EO REPLACE TRAFFIC LOOP FO ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES QRoFESS ANGEL F rLn m 7, * ;rro477P �k \F OF CA0 .tMIA . 5080 CALIFORNIA AVE. SUITE 220 BY: BAKERSFIELD, CA 93309 TEL: (661) 616-2600 - � Quad Knopf 1,1)616-5970 WEBSITE: www.quadknopfcom Re Name: 130127 01 PRF Drawn: MJB PLAN AND PROFILE STA. 16+00 TO 22+00 SHEET NO. CITY OF BAKERSFIELD,CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer. • MAB Date: Sep. 30, 2014 Checked By.• FAIRFAX FORCE MAlIMI PROJECT 4 OF IJ ii PT14 (ANGLE POINT) STA. 21+95.60, 12.00'LT. NORTHING 2335363.43 FASTING 6284201.35 (END CURVE) "I ' DUCTILE IRON o FORCE MAIN PIPE 12.00' LT. DELTA ,, - NG MAIOLE BELOW RAW 3 11.71' O 4 363.29' T � 1 182.18 C4 � a O B � � +• •V j ✓ .+.r (12' w C2 o � _ �� C �"�--�-•'F nom_ 'T - Li cn �•-- �-'rr � ��� N � O •c3�`9 "".---•kms-•--.�_ =12" WZ� MATCH LINE — SEE SHEET 4 STA 22+00 CONSTRUCT 8" 0 DUCTILE IRON DESCRIPTION FORCE MAIN PIPE 12.00' LT. DELTA =; - NG MAIOLE BELOW RAW 3 11.71' O 4 363.29' 1942.06' 10.72' { r W.✓ 6 C3 ` %grol 79 79 m 77 F&A Kill 76 2 FILL H C PERS ECS N� I Qr A. PT15 (ANGLE POINT) - STA. 25+61.47, 12.38 -LT NORTHING o o ` NORTHING 2335709.57 PT#6 (ANGLE `(IVT) N, o EASTING 6284092.78 STA. 26+78.j, 31.�3LT. o + (END CURVE) w� NORTHING '.335806.57 EASTING 6-4�$4026.82� — cp (BEG11 C f J;--_ (12" No. J DESCRIPTION )/SC --I�o NNECTION AT / / DELTA =; - NG MAIOLE BELOW C. 3 11.71' 190.37 4 363.29' 1942.06' 10.72' 182.18 C4 � a O B � � +• •V j ✓ .+.r (12' w ..,w..� "'fir �—�► ��"� "ter �� C 'T - Li cn �•-- �-'rr � ��� N � O •c3�`9 "".---•kms-•--.�_ =12" WZ� ! 7& ~'''—� --_.. 6s C11-1 - ._,_ to FAIRFAX ROAD O 4. _ Ul R/W %grol 79 79 m 77 F&A Kill 76 2 FILL H C PERS ECS N� I Qr A. PT15 (ANGLE POINT) - STA. 25+61.47, 12.38 -LT NORTHING o o ` NORTHING 2335709.57 PT#6 (ANGLE `(IVT) N, o EASTING 6284092.78 STA. 26+78.j, 31.�3LT. o + (END CURVE) w� NORTHING '.335806.57 EASTING 6-4�$4026.82� — cp (BEG11 C f J;--_ (12" PLAN SCALE. • 1 " = 40' 1 0 TING No. J DESCRIPTION )/SC --I�o NNECTION AT / / DELTA =; - NG MAIOLE BELOW C. 3 11.71' 190.37 4 363.29' 1942.06' 10.72' 182.18 C4 � a O B � � +• •V j ✓ .+.r �- ..,w..� "'fir �—�► ��"� "ter �� C 'T - Li cn �•-- �-'rr � ��� N � O •c3�`9 s- C ! 25+nn C11-1 to FAIRFAX ROAD 4. Ul 7. U) TE -- 'cfl Via✓ (� --� � f O CONSTRUCT 8"0 11.25` N, Y �Lr CJS a o DUCTILE IRON PIPE BEND WITH CONC. THRUST BLOCK PLAN SCALE. • 1 " = 40' 1 0 TING No. J DESCRIPTION )/SC --I�o NNECTION AT / / DELTA =; - NG MAIOLE BELOW 379.41' 3 11.71' 190.37 4 363.29' 1942.06' 10.72' 182.18 C4 � a O B � � 3• � Jk � �- al C4 � J� 1 - Li cn �•-- �-'rr � ��� N � O •c3�`9 C ! _ e� to FAIRFAX ROAD 4. Ul 7. U) TE -- 'cfl Via✓ (� --� � f /'�� Y �Lr CJS 'ate \ oli CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. • 1 " = 4' PUBLIC WORKS DEPARTMENT File Nome: 130127_01 PRF Drawn: MJB Job No.: E7K106 Engineer- MAB Date: Sep. 30, 2014 Checked By. ')! 11 REVISIONS No. DA TE DESCRIPTION 1 / / DELTA 2 C2 379.41' 3 11.71' 190.37 4 363.29' 1942.06' 10.72' 182.18 C4 317.49' 2345.66' 7.76' 158.99 ---- \ \ FAIRFAX ROAD (APPROXIMI TE -- \ \\ Z N \ CL tu\ J o _ co co \ \ + `j- Ln co \ N I-1 \ CL N z IN.- w� 0) DJ Z r; \ \ o o ��- `_ corn00 7 IN, Nt�^ AF PROX. LOCATION 9 \ cn : > EX 8" 0 FORCE FORE MAIN PIPE \ AE4NDONDED \ IN PLACE �s \ n \ 7g - : — --------------...__ INV. 768.57 CONSTRUCT 500.00'–LF OF CONSTRUCT 190. 00'–LF OF 8" D FORCE &AIN 1LE IRON PIPE 8" DUCTILE FORCE MAIN iRON PIPE 7 2+00 23+00 24+00 25+00 26+00 27+00 28+0 CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. • 1 " = 4' PUBLIC WORKS DEPARTMENT File Nome: 130127_01 PRF Drawn: MJB Job No.: E7K106 Engineer- MAB Date: Sep. 30, 2014 Checked By. ')! 11 REVISIONS No. DA TE DESCRIPTION 1 / / DELTA 2 C2 379.41' 3 11.71' 190.37 4 363.29' 1942.06' e t 40 0 40' SCALE: 1"= 40' CONSTRUCTION CALLOUTS AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE EO REPLACE TRAFFIC LOOP FU ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES 92 ����� gyp, � e4ti } 11' \ 16• g'�11 SDMH(827.,' 5) g 1 0 _ r GA E 88 0 gg. c)� �cl g k \ g 00, lob84 cokt. ABANDON EXIST. SEWER ,� o �•� 1� �1• ��� _ & FILL WITH CLSM �a �\ 80 y�1 h 11 X16 �°���y1 ��� '° ~ PER SPECS ry 6 v g5��1a t; 40' 0' 40' SCALE: I "= 40' CAlLf/R97 f,7) 72 EX. FORCE MAIN ABANDONMENT w QROFESS/oi OGEL Q9 Fy 0. 67700 3 OF 64 0 5080 CALIFORNIA AVE. SUITE 220 BY' BAKERSFIELD, CA 93309 TEL: (661) 616-2600 111)616-5970 Quad Knopf WEBSITE.- www.quadknopfcom PLAN AND PROFILE STA. 22+00 TO 28+00 SHEET NO. FAIRFAX FORCE MAIN PROJECT 5 OF 13 CONSTRUCT/ON CENTERLINE CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT C2 379.41' 1856.82' 11.71' 190.37 C3 363.29' 1942.06' 10.72' 182.18 C4 317.49' 2345.66' 7.76' 158.99 CONSTRUCTION CALLOUTS AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE EO REPLACE TRAFFIC LOOP FU ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES 92 ����� gyp, � e4ti } 11' \ 16• g'�11 SDMH(827.,' 5) g 1 0 _ r GA E 88 0 gg. c)� �cl g k \ g 00, lob84 cokt. ABANDON EXIST. SEWER ,� o �•� 1� �1• ��� _ & FILL WITH CLSM �a �\ 80 y�1 h 11 X16 �°���y1 ��� '° ~ PER SPECS ry 6 v g5��1a t; 40' 0' 40' SCALE: I "= 40' CAlLf/R97 f,7) 72 EX. FORCE MAIN ABANDONMENT w QROFESS/oi OGEL Q9 Fy 0. 67700 3 OF 64 0 5080 CALIFORNIA AVE. SUITE 220 BY' BAKERSFIELD, CA 93309 TEL: (661) 616-2600 111)616-5970 Quad Knopf WEBSITE.- www.quadknopfcom PLAN AND PROFILE STA. 22+00 TO 28+00 SHEET NO. FAIRFAX FORCE MAIN PROJECT 5 OF 13 A. 0; w V o r, DORSET DRIVE o "m EX 8"0 FORCE MAIN p �' cn a vW _ o TO BE ABANDONED IN PLACEcl ,1- (TYPICAL) cn N B. moo, PT 17 (ANGLE POINT) N (D N to ' t7 , N tCi n � ' ��V N o STA. 30+69.51, 31.99 LT. w - �, NORTHING 2336129.85 1 ij a LU o o n 6 EASTING 6283817.60 h 3 - _ �+-�` w '+ " ;o RIW (END CURVE) F n \ `'1 rn E - _ W N - F ' co —� o " _ — — �^ W - �—r 3 c}'n c¢j cin _ E 7: " _.E. E - .� �- ori — -- — "'] O _—_ _— _— ---- —_ -- 4- C3 {c 4fi G. \/, lu ..h0 C4` W 00 N �ti hhr hhh ti Iry o dJ - f s M LU ' to � _ — z-1-1077 h J —+�—_ — — — — — _ - ; 66 C a n c`ry o u� rn Q.�--- '�� c.J y 3b N J M _••-r--� ' �• ., //ice� � `� h � (sD h N to y 7 n act of D „ o�- .— ,y y ( Sp _ (SD) .,"� `, `l, = J SD) (SD) Q ( ) -�- 1 •� (i2� (SD) �v Qr`r, p (SD) �z w (SR (s12),.� c1J ` as3 oroM J v2., w) (12 w> ` — (�z w) a�w) -- �g — J U flo (12..w) J (tz" w> J^ (iz" w> -_ ( ) „3— cLEH m _to04 _ h `h M _ _ — 3 $ _ o N _ to to R W-7 m N m m ROYAL COACH CIRCLE N 77 77 M 76• 76 751 75; 74i 74le 741 731 73IF 4 721 21 SCALE. 1 " = 40' CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. 1 " = 4' PUBLIC WORKS DEPARTMENT File Nome, 130127_01 PRF Job No.: E7Kl06 Date: Sep. 30, 2014 Dra wn: MJB Engineer- MAB Checked By.• Y rrt w`o Zi�i] m m we '52 '44 '40 '32 REVISIONS No. DA TE DESCRIPTION 1 / / 2 3 4 # 44� Nkks�. 40' 0' 40' SCALE: 1 "= 40' CONSTRUCTION CENTERLINE CURVE TABLE NUMBER LENGTH I RADIUS DELTA I TANGENT C4 317,49j2,3,45.66- 1 7.76' 1 158.99 CONSTRUCTION CALLOUTS AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM C. CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO. CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE E REP CE TR O LA AFFIC LOOP O ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT I HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES I I I I f f e L I L E PROFESS/O� l OGEL F rn L N ,NO- 67700 ;:� 9TF Or CAS \F rL 5080 CALIFORNIA AVE. SUITE 220 BY e BAKERSFIELD, CA 93309 t TEL: (661) 616-2600 FAX: (661) e Quad Knopf WEBSITE: www.quadknopfcom616-5970 L 1 PLAN AND PROFILE STA. 28+00 TO 34+00 SHEET NO. C FAIRFAX FORCE MAIN PROJECT 6 OF 13 L J IN, O N v EX. PROFIL Uj \ \Z FAIRFAX ROA cp 768.57 \ o �+ ---- V IN'311 REA CF) IL \ Q j \ o N. r \ \ \ \ CONSTRUCT 8" DIA.? DUCTILE IRON Cp r \ 7!FORCE MAIN PIPE - — ---- \ ---- \ W rn \ — -2D•D2 - - -- - LL — f N N 74- rb IN. NO PIPE JOINTS DO \ \ — IN FONCL MAIN \ \ .r \ QGr C \ o \ d O np i -P66 r o o i,,i rz -- IN,V)if ��z H. \N APPROX ATE LOCATION r Ur tLECTRICAL L! E ,APPROXIMATE LOC TION \ - ---ff — , \ PPROXIMATE LOCA ION " OF STORM DRAIN APPROXIMATE' LOCATION r OF GRAVITY SEWER LINE i CONSTRUCT 11.25' 8"0 F NGE BY FLANGE N— PIPE—BEN 733.62 IN v WITH CON THRUST BLOCK . r CONSTRUCT 500'–LF OF CONSTRUCT 100'–LF OF 8" DUC71LE IRON _ 8" DUC LE IRON r 3+00 29+00 30+00 31+00 32+00 33+00 .94+� CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. 1 " = 4' PUBLIC WORKS DEPARTMENT File Nome, 130127_01 PRF Job No.: E7Kl06 Date: Sep. 30, 2014 Dra wn: MJB Engineer- MAB Checked By.• Y rrt w`o Zi�i] m m we '52 '44 '40 '32 REVISIONS No. DA TE DESCRIPTION 1 / / 2 3 4 # 44� Nkks�. 40' 0' 40' SCALE: 1 "= 40' CONSTRUCTION CENTERLINE CURVE TABLE NUMBER LENGTH I RADIUS DELTA I TANGENT C4 317,49j2,3,45.66- 1 7.76' 1 158.99 CONSTRUCTION CALLOUTS AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM C. CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO. CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE E REP CE TR O LA AFFIC LOOP O ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT I HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES I I I I f f e L I L E PROFESS/O� l OGEL F rn L N ,NO- 67700 ;:� 9TF Or CAS \F rL 5080 CALIFORNIA AVE. SUITE 220 BY e BAKERSFIELD, CA 93309 t TEL: (661) 616-2600 FAX: (661) e Quad Knopf WEBSITE: www.quadknopfcom616-5970 L 1 PLAN AND PROFILE STA. 28+00 TO 34+00 SHEET NO. C FAIRFAX FORCE MAIN PROJECT 6 OF 13 L 3 a 0 n N O M m E 0 n E 7 0 Q 0 N O M h N M M O N Al 0 i — —3232+00 ROYlL CO Cl- � ��d.• A I 00 o 00 �00�hh .r n h ^ a V h" �L m J Q x PT #11 (PIPE FITTING) 0 0 � N � cD .� � � �,r �; ..�. V � W M O M m ll/1 3 STA. 37+20.90, 31.91 'LT. E = 3 ''W mhUj04 h r d tl h � N c — � � E _ L .. hh � -J m S � 6 mmmmr S h rnh M c7 c6 V — _Lnn — co + R/W i- — —3232+00 ROYlL CO Cl- CIRCLE ��d.• A 00 o 00 �00�hh .r n —m ' '3 ROYlL CO Cl- CIRCLE A. J 00 o V �L J Q PT #11 (PIPE FITTING) 0 0 PT 110 (PIPE FITTING) .� � � �,r �; ..�. V � W M O M m ll/1 3 STA. 37+20.90, 31.91 'LT. E = 3 ''W mhUj04 h r d tl h � N r• m � � r r r _ L .. hh � -J m S � 6 mmmmr S h Z — _Lnn — co tD `� n0 6 00 — ? -- �-- - - � J _ _ °`" EX 8"� FORCE MAIN � � � �� � �`' c / �- w M � _ :, 0 �Z�� �` —_ — --_-RT B BIINDOIGEU I — _... _ 141 4, �� h h eo �.. co c Q� d o — Q, — o moi- c> ti,5 �:, 1 �^ . �. .�� ..� :'�s- \($) ($D) ((SD),•-� `er� °d i .� N r, r ^� \a() _sDa2. w) N -AP (�2" ww ` ma.-.•. v 4u EBB] O 3 W— � h v rn Lo 'I � mm m 7 7 7E 7` 74" 71 71 70 70 70 3 (12_ w) d (12" W n 3 N r�-�c (SD) D h L RIW ROYAL COACH CIRCLE SCALE: 1 " = 40' CITY OF BAKERSFIELD, CALIFORNIA PROF/LE HORIZONTAL SCALE. • 1 " = 40' VERTICAL SCALE: 1" = 4' File Nome.' 130127 Ol PRF PUBLIC WORKS DEPARTMENT Job No.: E7Kl06 Date: Sep. 30, 2014 Dro wn: MJB Engineer: MAB Checked By. t) 1> REV/S/ONS No. DA TE DESCRIP TION 1 / / 2 3 4 40' 0' 40' SCALE: 1 "= 40' CONSTRUCTION CALLOUTS W 740 � AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 r ` PLUG AND CAP EXISTING FORCEMAIN PER W SPECIFICATIONS WITH CLSM O X36 CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE y32 AS DIRECTED BY OWNER'S REPRESENTATIVE EO REPLACE TRAFFIC LOOP FO. ADJUST SURVEY MONUMENT ENCASEMENT '28 WATER VALVE BOX ADJUSTMENT � HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES LL J '24 Z W W '20 co 0 0 16 12 In 0 V V �o QROfESS/'Z ANGEL 6q � Fyc )4 s (n m �V (, v V F OF CA``FO`� )o W ` 5080 CALIFORNIA AVE. SUITE 220 BY' 1 BAKERSFIELD, CA 93309 z TEL: (661) 616-2600 Q '`1 q Quad FAX.•(661) 616-5970 z KWEBSITE: www. quadknopf com LU PLAN AND PROF/LE STA. 34+00 TO 40+00 SHEET NO. C� FAIRFAX FORCE MAIN PROJECT 7 OF 13 LL ROYlL CO Cl- CIRCLE A. J Q PT #11 (PIPE FITTING) 0 0 PT 110 (PIPE FITTING) .� � � �,r �; ..�. STA. 38+20.08, 31.90LT. � STA. 37+20.90, 31.91 'LT. N N1N a �� R = = t N Lo NORTHING 2336734.67 "' NORTHING 2336654.75 '' �" EASVN,G 6283373.14 0 FASTING 6283431.87 _ L .. hh � -J m ` 6 100 h r + R/W i- C: Com Q 3 W W r LZA Lo r... m to C7 O 90 N Co �1 M W h �..r�-isa.i Q`} o �` r � � � � ,'" , hhh 'WA e, -.a, r S .Ice 777 Uj tD `� n0 6 00 — ? -- �-- - - � J _ _ °`" EX 8"� FORCE MAIN � � � �� � �`' c / �- w M � _ :, 0 �Z�� �` —_ — --_-RT B BIINDOIGEU I — _... _ 141 4, �� h h eo �.. co c Q� d o — Q, — o moi- c> ti,5 �:, 1 �^ . �. .�� ..� :'�s- \($) ($D) ((SD),•-� `er� °d i .� N r, r ^� \a() _sDa2. w) N -AP (�2" ww ` ma.-.•. v 4u EBB] O 3 W— � h v rn Lo 'I � mm m 7 7 7E 7` 74" 71 71 70 70 70 3 (12_ w) d (12" W n 3 N r�-�c (SD) D h L RIW ROYAL COACH CIRCLE SCALE: 1 " = 40' CITY OF BAKERSFIELD, CALIFORNIA PROF/LE HORIZONTAL SCALE. • 1 " = 40' VERTICAL SCALE: 1" = 4' File Nome.' 130127 Ol PRF PUBLIC WORKS DEPARTMENT Job No.: E7Kl06 Date: Sep. 30, 2014 Dro wn: MJB Engineer: MAB Checked By. t) 1> REV/S/ONS No. DA TE DESCRIP TION 1 / / 2 3 4 40' 0' 40' SCALE: 1 "= 40' CONSTRUCTION CALLOUTS W 740 � AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 r ` PLUG AND CAP EXISTING FORCEMAIN PER W SPECIFICATIONS WITH CLSM O X36 CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE y32 AS DIRECTED BY OWNER'S REPRESENTATIVE EO REPLACE TRAFFIC LOOP FO. ADJUST SURVEY MONUMENT ENCASEMENT '28 WATER VALVE BOX ADJUSTMENT � HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES LL J '24 Z W W '20 co 0 0 16 12 In 0 V V �o QROfESS/'Z ANGEL 6q � Fyc )4 s (n m �V (, v V F OF CA``FO`� )o W ` 5080 CALIFORNIA AVE. SUITE 220 BY' 1 BAKERSFIELD, CA 93309 z TEL: (661) 616-2600 Q '`1 q Quad FAX.•(661) 616-5970 z KWEBSITE: www. quadknopf com LU PLAN AND PROF/LE STA. 34+00 TO 40+00 SHEET NO. C� FAIRFAX FORCE MAIN PROJECT 7 OF 13 LL 3 a 0 n N 0 M .01. m E m 0 n E i 0 a 0 N n N M M O N .a CL J _ O _ 39+0 00 - - M LU z _(n ---- ----- 3. I 7 7 7. 7( N 7( 6u .• m eal EX 8"0 FORCE MAIN TO BE ABANDONED IN PLACE r (TYPICAL) f � � � O R/W J �h (0 DA TE I k� (PIPE FITTING) o ��lN �6RI V F U PAL.o� A +20.08, 31.901T. a' IG 2336734.67 "' cl) N opo-- / n 6283373.14 o v' tp cfl ip iS 1 0 n [ !i + In r n- % 4` N � f � ILO) N r ci E F>Qv Q 00 \ —rE ' M M � cli 4 � d ui W N nC ,N cnaa S D J O 'A _ O _ 39+0 00 - - M LU z _(n ---- ----- 3. I 7 7 7. 7( N 7( 6u .• m eal EX 8"0 FORCE MAIN TO BE ABANDONED IN PLACE r (TYPICAL) f � � � O R/W 4 +00 -4--� _ - - (n i L ' o " W 7��t _/ (SD) - p U (SD) o o (SD) o T k - (SD) `^ arm i� PLAN SCALE: 1 " = 40' R/W (SD) CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. • 1" = 4' PUBLIC WORKS DEPARTMENT File Name, 130127 01 PRF Job No.: E7K106 Date: Sep. 30, 2014 Drawn: MJB Engineer.- MAB Checked By. RM k� (0 DA TE I k� I ��lN �6RI V F U PAL.o� A N opo-- / n tp cfl ip iS 1 n [ !i + n- % 4` 3 ILO) ci E F>Qv Q 00 \ —rE M M � cli 4 � d :� f 1 rnncv W N nC ,N cnaa S D J O 4 +00 -4--� _ - - (n i L ' o " W 7��t _/ (SD) - p U (SD) o o (SD) o T k - (SD) `^ arm i� PLAN SCALE: 1 " = 40' R/W (SD) CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. • 1" = 4' PUBLIC WORKS DEPARTMENT File Name, 130127 01 PRF Job No.: E7K106 Date: Sep. 30, 2014 Drawn: MJB Engineer.- MAB Checked By. RM 693.82 7+ 0 0 �o �1 p ��0 rd N L� \ • GJ a V; m m REV/S/ONS DESCRIPTION 40' 0' 40' SCALE: 1"= 40' 720 CONSTRUCTION CALLOUTS W � AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 r ` PLUG AND CAP EXISTING FORCEMAIN PER W X16 SPECIFICATIONS WITH CLSM O CAP EXISTING FORCEMAIN PER SPECIFICATIONS 0 CL DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE 712 AS DIRECTED BY OWNER'S REPRESENTATIVE EO REPLACE TRAFFIC LOOP O FO. ADJUST SURVEY MONUMENT ENCASEMENT X08 WATER VALVE BOX ADJUSTMENT HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES LL ft - J '04 Z W W '00 0 0 96 92 Q R O 88 �O QROFESS/OfZ ANGEL !�� 94 J `� W � m 0,6n f ` F OF CAI\F 30 W 5080 CALIFORNIA AVE. SUITE 220 BY' BAKERSFIELD, CA 93309 TEL: (661) 616-2600 Q f (f FAX (661) 616-5970 z 7 Quad Knopf WEBSITE: www.quadknopfcomw PLAN AND PROFILE STA. 40+00 TO 46+00 SHEET NO. FAIRFAX FORCE MAIN PROJECT 8 OF 13 O Ll, No. DA TE I k� ��lN �6RI V F �Q opo-- / tp cfl ip iS 1 0o ro •ren c fl \ N 4` 3 ci E F>Qv Q 00 \ —rE M M � cli 4 d cnaa 109 ss 693.82 7+ 0 0 �o �1 p ��0 rd N L� \ • GJ a V; m m REV/S/ONS DESCRIPTION 40' 0' 40' SCALE: 1"= 40' 720 CONSTRUCTION CALLOUTS W � AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 r ` PLUG AND CAP EXISTING FORCEMAIN PER W X16 SPECIFICATIONS WITH CLSM O CAP EXISTING FORCEMAIN PER SPECIFICATIONS 0 CL DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE 712 AS DIRECTED BY OWNER'S REPRESENTATIVE EO REPLACE TRAFFIC LOOP O FO. ADJUST SURVEY MONUMENT ENCASEMENT X08 WATER VALVE BOX ADJUSTMENT HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES LL ft - J '04 Z W W '00 0 0 96 92 Q R O 88 �O QROFESS/OfZ ANGEL !�� 94 J `� W � m 0,6n f ` F OF CAI\F 30 W 5080 CALIFORNIA AVE. SUITE 220 BY' BAKERSFIELD, CA 93309 TEL: (661) 616-2600 Q f (f FAX (661) 616-5970 z 7 Quad Knopf WEBSITE: www.quadknopfcomw PLAN AND PROFILE STA. 40+00 TO 46+00 SHEET NO. FAIRFAX FORCE MAIN PROJECT 8 OF 13 O Ll, u - a 40' 0' 40' SCALE: 1"= 40' 712 70 70 70 M3 671 67� 41 PLAN= FAIRFAX ROAD SCALE: 1 " = 40' PROFILE= FAIRFAX ROAD HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. • 1" = 4' 712 in CONSTRUCT 11.25' BEND CHAIN LINK I i BSW(682 d cgTF gA(682. 4 CONNECT PROPOSED 8"0 IAlvn V DUCTILE IRON FORCE MAIN ELECPAN(( 8 TO EX. PIPING IN VALVE BOX c 68? 4 PER DETAIL 1 SHEET 11 �'-- 687.54 rm.62 STUB, CAP AND TC(ss7.2� ABANDON EX. 62) C(686.19) FORCE MAIN IN PLACE CHAIN LINK FENCE BSW 6 CONSTRUCT 8"0 -� DUCTILE IRON FORCE MAIN C(687.S [oleo] 396 68, CONNECT PROPOSED 8"0 DUCTILE IRON FORCE MAIN TO EX. PIPING IN VALVE BOX PER DETAIL 1 SHEET 11 392 681 )88 671 )84 67� )80 66t )76 66� i72 66( ►0 9 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: 130127_01 PRF Job No.: E7K106 Date: Sep. 30, 2014 R/W gSW(688.37) •681.82 '681.38) P(881.39) 682.33) :1(682-15 ) EPI 04) N TC(6 7.04) FL 6 6.52) LIP( 6.67 N N 76) R(68 EP(681.9 ) STA. 19+56.00, 0.00' SSFMCO #7 0 CONSTRUCT 90' BEND PER DETAIL 4 SHEET 11 p(684.5) I SQA 10 EP(684 8) +50 R(68 46 EP(6$4 }) o �2 L �068s EP(E Sf�.70) ME 85.08 8�.0 S S p LIEk'(684.83) 9 89 II R/W EX 8"0 SEWER FORCE MAIN T01 BE ABANDONED IN PLACE 0 11 ( -0CAL) (688.0 TC(68 . 15 FL(68 .66 LIP(68 .85 (I (I ( a. I I PLAN= SIDE SEWER SCALE. 1" = 40' 700 I I 1 I I f • I I QgcFESS/p�C 1 O ANGEL Fy A N0. 67700 A f ;? /6 u'yj )o UD I 5080 CALIFORNIA AVE. SUITE 220 BAKERSFIELD, CA 93309 e TEL: (661) 616-2600 Z FAX: (661) 616-5970 � WEBSITE: www.quadknopf.com SHEET N0. 90F13 � r `t o + of o EX PROFILE ALONG PIPE ALIGNMENT oM� •- � Q _ rnZzi) - 4 cn & EX. PROFILE FAIRFAX ROAD APPROX. LOCATION EX. FORCE MAIN r ' SUREA C) CONSTRUCT 8" DIA. DUCTILE IRON - FORCE MAIN PIPE _ CONS7RU,�T j7' -LF OF FORCE MAIN PIPE 692 AZ �NJ APPROXIMATE LOCATION—' � - OF ELECTRICAL LINE CONSTRUCT 8" DIA. DUCTILE IRON FORCE MAIN PIPE o �3. psq +00 10+00 10+0 .- o H. 14J 1" � II it I ON OF GRAVITY EWER LINE APPROXIMATELOCATION OF EX. FORCE MAIN TO APPROXIMATE PLACE STORM DRAIN H. APPROXIMATE LOCATION CONSTELCT 42f3'—LF OF OF GRAVITY SEWER LINE 8" D CTILE IRON FORff MAIN PIPE 3+00 47+00 48+00 49+00 50+00 50+0 PROFILE= FAIRFAX ROAD HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. • 1" = 4' 712 in CONSTRUCT 11.25' BEND CHAIN LINK I i BSW(682 d cgTF gA(682. 4 CONNECT PROPOSED 8"0 IAlvn V DUCTILE IRON FORCE MAIN ELECPAN(( 8 TO EX. PIPING IN VALVE BOX c 68? 4 PER DETAIL 1 SHEET 11 �'-- 687.54 rm.62 STUB, CAP AND TC(ss7.2� ABANDON EX. 62) C(686.19) FORCE MAIN IN PLACE CHAIN LINK FENCE BSW 6 CONSTRUCT 8"0 -� DUCTILE IRON FORCE MAIN C(687.S [oleo] 396 68, CONNECT PROPOSED 8"0 DUCTILE IRON FORCE MAIN TO EX. PIPING IN VALVE BOX PER DETAIL 1 SHEET 11 392 681 )88 671 )84 67� )80 66t )76 66� i72 66( ►0 9 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: 130127_01 PRF Job No.: E7K106 Date: Sep. 30, 2014 R/W gSW(688.37) •681.82 '681.38) P(881.39) 682.33) :1(682-15 ) EPI 04) N TC(6 7.04) FL 6 6.52) LIP( 6.67 N N 76) R(68 EP(681.9 ) STA. 19+56.00, 0.00' SSFMCO #7 0 CONSTRUCT 90' BEND PER DETAIL 4 SHEET 11 p(684.5) I SQA 10 EP(684 8) +50 R(68 46 EP(6$4 }) o �2 L �068s EP(E Sf�.70) ME 85.08 8�.0 S S p LIEk'(684.83) 9 89 II R/W EX 8"0 SEWER FORCE MAIN T01 BE ABANDONED IN PLACE 0 11 ( -0CAL) (688.0 TC(68 . 15 FL(68 .66 LIP(68 .85 (I (I ( a. I I PLAN= SIDE SEWER SCALE. 1" = 40' 700 i 92 >84 )80 76 ) 72 REVISIONS No. DA TE DESCRIPTION 1 / / 2 3 4 PROFILE SIDE SEWER HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. • 1" = 4' Drawn: MJB Engineer- MAB PLAN AND PROFILE Checked By.• b p FAIRFAX FORCE MAIN PROJECT 40' 0' 40' SCALE: 1 "= 40' CONSTRUCTION CALLOUTS AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE EO REPLACE TRAFFIC LOOP FO ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES I I 1 I I f • I I QgcFESS/p�C 1 O ANGEL Fy A N0. 67700 A f ;? /6 u'yj )o UD I 5080 CALIFORNIA AVE. SUITE 220 BAKERSFIELD, CA 93309 e TEL: (661) 616-2600 Z FAX: (661) 616-5970 � WEBSITE: www.quadknopf.com SHEET N0. 90F13 � `t o + of o EX PROFILE ALONG PIPE ALIGNMENT oM� •- � Q _ rnZzi) - �511:r cn & APPROX. LOCATION EX. FORCE MAIN ' CONSTRUCT 8" DIA. DUCTILE IRON - FORCE MAIN PIPE _ CONS7RU,�T j7' -LF OF FORCE MAIN PIPE � - +00 10+00 10+0 i 92 >84 )80 76 ) 72 REVISIONS No. DA TE DESCRIPTION 1 / / 2 3 4 PROFILE SIDE SEWER HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. • 1" = 4' Drawn: MJB Engineer- MAB PLAN AND PROFILE Checked By.• b p FAIRFAX FORCE MAIN PROJECT 40' 0' 40' SCALE: 1 "= 40' CONSTRUCTION CALLOUTS AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE EO REPLACE TRAFFIC LOOP FO ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES I I 1 I I f • I I QgcFESS/p�C 1 O ANGEL Fy A N0. 67700 A f ;? /6 L = BY: ,�� I 5080 CALIFORNIA AVE. SUITE 220 BAKERSFIELD, CA 93309 e TEL: (661) 616-2600 Quad -Knopf FAX: (661) 616-5970 � WEBSITE: www.quadknopf.com SHEET N0. 90F13 � J O W W 0 1 Z vJ J W W 15 0 Lc cc Q cc 0 W Q. J w 'c Q r�� REVISIONS \ No. DA TE DESCRIPTION CHEMICAL— — -- CHEMICAL , — TANK TANK 1 I i 3 2 1 2 4 / / WET Pi VALVE WELL VAULT —. XFRM I Pi ! WET VALVE — 0 WELL VAULT — -, XFRM P2 0 � P2 ELECTRIC I I m �o CONTRACTOR TO FIELD VERIFY w m LECTRIC �; ALIGNMENT OF FORCEMAIN PANEL 0 4 I LOCATION OF CONDUITS. (TYPICAL) I �Z * t �� 1 �z PANEL AT FINAL TIE-IN [ F_+ DRAIN SEWER WATER FROM EXISTING � > I CONTRACTOR TO FIELD VERIFY FORCE MAIN AND ABANDON IN PLACE W W LL, W WITH A CAP ENCASED IN CONCRETE, a W LOCATION OF CONDUITS. (TYPICA ) W 3 ( ( I AND AFTER TIE-IN CONNECTION IS W 3 I �----- COMPLETE -- — REPLACE CHAIN LINK FEN E � INSTALL TEMPORARY PLUG AS DIRECTED BY OWNER' IF REQUIRED. REPRESENTATIVE. ' I _.— EXIST. EXIST. FENCE I I VAULT POST E E� EXIST. ( ( VAULT, , 5 0 5 E SCALE: 1"= 5' Q Q CONSTRUCTION CALLOUTS 6 70 _4 0 SHUT OFF PUMP NUMBER 1 it — — D . _ — _ — __ �_ _ — O2. MAINTAIN PUMP NUMBER 2 IN OPERATION UNTIL NEW FORCEMAIN PROPOSED FORCE MAIN ' PROPOSED FORCE MAIN IS TESTED AND ACCEPTED 101 INI 4 SSMH (684.30) l SSMH (684.30) O3 MAINTAIN EXISTING SEWER MAIN IN OPERATION EXISTING FORCE MAIN ( 5 EXISTING FORCE MAIN ( 5 ® TEMPORARY BY PASS SYSTEM WITH THRUST SUPPORTS AS REQUIRED I I ( (SEE DETAIL 3 SHEET 11) g I g ( I VALVE CLOSED UNTIL O MAINTAIN PLUG N" � TRANSITION SREADY EXISTING GRAVITY SEWER I EXISTING GRAVITY SEWER LINE TO REMAIN AS IS. ( LINE TO REMAIN AS IS. I I PROTECT -IN-PLACE. PROTECT -IN-PLACE. II ss ss ss _ ss ss J — ss __ is--- 'ss II ss ss 8 I g E I H SSMH (685.39) SSMH (685.39) INV. 10" N 678.11 INV. 10" N 678.11 INV. 10" W 678.04 INV. 10" W 678.04 INV. 10" S 677.89 INV. 10" S 677.89 ---(ss) (ss) (ss) --_-(ss) -- F41 f:�FAX ROAD FAI RFAX ROAD �o PROFESS 50100 50-1-00 ��J�� ANGEL ��cFFyc I I W � N C N0. 67700 !4 s I I F op m_0 5080 CALIFORNIA AVE. SUITE 220 BY: BAKERSFIELD, CA 93309 TEL: (661) 616-2600 ESCALE: 1"'= 5' FORCE MAIN WITH TEMPORARY BY-PASS SYST M 2 FORCE MAIN AT FINAL TIE-IN SCALE: 1"5' 16-5970 Quad Knopf WEBSITE: w1 ww.quadknopfcom File Name.- 130127 Ol LS Drawn: MJB PLAN AND PROF/LE SHEET N0. Job No.: E7KI06 Engineer. • MAB CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT 170 / i Date: Sep. 30, 2014 Checked By. 1pp 64. i-1 OF 73 O W W 0 1 Z vJ J W W 15 0 Lc cc Q cc 0 W Q. J w 'c Q r�� FLOW FLOW A SSFMCO A -�— 8" SSFM ,—, --- 8" SSFM FLOW — FLOW SCHEMATIC LAYOUT NOT TO SCALE BROOKS NO. 3 RT -12 REVISIONS No. DA TE DESCRIPTION FORCE FORCE 2 STATION AND OFFSET 0 CENTER OF REPLACE WITH NEW FLOW FLOW FLANGED FITTING SECTION A -A NOTES: 1. WHERE VALVE IS BOLTED TO A FLANGED FITTING WITH THRUST BLOCKING, REBARS MAY BE OMITTED. 2. JOIN VALVES AND FITTINGS WITH BOLTED FLANGES. JOIN VALVES AND PIPE WITH MECHANICAL JOINT END ON VALVE OR FLG x MJ FITTING ATTACHED TO FLG VALVE. 1 EX. VALVE BOX CONFIGURATION FOR TIE IN NTS *SEWER FORCE MAIN CLEANOUT(SSFMCO)AND PLUG VALVE(TYP)N TS , NOTES: o 3:1SSFM I Ll - 01 CLOSE EX. 8" PLUG VALVE B PLUG VALVE B i 8" SSFM I 2 TEMPORARILY REPLACE EX. CHECK VALVE WITH 90' FLOW I 8" FLANGED DIP ELBOW. SSFMCO 3 CONNECT TEMPORARY PIPING TO FORCE MAIN SCHEMATIC LAYOUT I CLEAN OUT SHOWN ON SHEET 9 AND INSTALL NOT TO SCALE CHECK VALVE ON BY-PASS PUMPING SYSTEM. BROOKS NO. 3 RT -12 EXISTING SURFACE O4 OPEN EX. CHECK VALVE TO ALLOW EX FORCE MAIN EXTENSION WITH CAST TO DRAIN INTO WET WELL. IRON TRAFFIC COVER STATION AND OFFSET 0 CROSS O5 EX. 8" GATE VALVE TO REMAIN OPEN 5 8 CAST IRON LID MARKED "SEWER" PRECAST CONC. 24' ID MANHOLE 4 WITH CAMLOCK BOLTS SHAFT WITH TRAFFIC RATED LID O6 REPLACE EX. CHECK VALVE ONCE EX. 18" SQ. 4000 PSI CLASS "A" MARKED "CLEAN OUT' THREADED 3/4" NPT PRESSURE � LINE IS DRAINED. CONCRETE PAD, 8" THICK RELIEF PORT e FLOW O7 REMOVE TEMPORARY PIPING AFTER CHECK BUND FLANGE VALVE IS REPLACED. ,2 FINISH EDGE TO 1/7'R (TYP) SET CLASS "A" 4,000 PSI CONCRETE 37d L°� 1r' 35' FLUSH ON PAVED AREAS O8 OPEN PLUG VALVES AFTER REPLACEMENT UPPER SECTION—THREADED TYPE CAST I FlNISH EDGE TO 1/7'R (TYP) OF CHECK VALVES. FLOW IRON VALVE BOX 4� ° ° o %,/i,/i, •. .' • %i�%iii ; �•' • - : i�/i�/i� 6 0 0; EXTENSION ROD REQ'D WHERE DEPTH TO �' e 2 VALVE NUT IS GREATER THAN 24" 6" AB COMPACTED TO 90% RELATIVE i ...*�:i.+'' :s Nva•• PLUG VALVE SIZE &ENDS AS SPECIFIED DENSITY ON PAVED AREAS W FLOW OR INDICATED ON PLANS i MEGA -LUG FLANGE ADAPTOR WITH 4000 PSI CONCRETE COLLAR ` RESTRAINED JOINT OR APPROVED EQUAL AGGREGATE BASE BACKFILL F 8" SS FORCE MAIN --- e 45 BEND FITTING o QROFESSIp� 1 ANGEL F14 Q9,F` 6)y e 1 8 NOTES: SECTION B -B PCC THRUST BLOCK m Z 3 FLANGED VALVE BOLTED TO No. shoo A - -� I � FLANGED FITTING ��� �% _ \� •-• ` � 1. WHERE VALVE IS BOLTED TO A FLANGED FITTING WITH / \< THRUST BLOCKING, REBARS MAY BE OMITTED. F pF CM -0 2. JOIN VALVES AND FITTINGS WITH BOLTED FLANGES. JOIN L VALVES AND PIPE WITH MECHANICAL JOINT END ON VALVE c --.,-�I OR FLG x MJ FITTING ATTACHED TO FLG VALVE. BY. 5080 CALIFORNIA AVE. SUITE 220 3. CONSTRUCT CROSS WITH TWO PRESSURE CLEANOUTS AND /� BAKERSFIELD, CA 93309 PLUG VALVES PER THIS DETAIL WHERE INDICATED ON PLANS. TEL: (661) 616-2600 e -5970 3 EX. VALVE BOX CONFIGURATION FOR TEMPORARY BYPASS NTS *SEWER FORCE MAIN CLEANOUT DETAIL AT ANGLE POINTS NTS Quad Knopf WEBSITE:6www.quadknopfoom V File Nome.- 00127_01 DET Drawn: MJB CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer: MAB DETAILS IDate: Sep. 30, 14 Checked By ''pp r SHEET No. 0 FAIRFAX FORCE MAIN PROJECT l 11 OF 13 , O 1 2 0 IR J JU i Z EX. PIPING EXTENSION WITH CAST IRON TRAFFIC COVER IL IXIS1NG NEW FORCE FORCE MAIN MAIN -•-- —+- STATION AND OFFSET 0 CENTER OF REPLACE WITH NEW 4" PLUG VALVE 4 PER AWWA C517 (TYPICAL OF 2) WITH C BOLTS FLANGE ADAPTOR WITH RESTRAINED JOINT PRESSURE CLEANOUT REPLACE IN KIND WITH NEW CHECK VALVE PER AWWA C508 (TYPICAL OF 2) FLANGED FITTING SECTION A -A NOTES: 1. WHERE VALVE IS BOLTED TO A FLANGED FITTING WITH THRUST BLOCKING, REBARS MAY BE OMITTED. 2. JOIN VALVES AND FITTINGS WITH BOLTED FLANGES. JOIN VALVES AND PIPE WITH MECHANICAL JOINT END ON VALVE OR FLG x MJ FITTING ATTACHED TO FLG VALVE. 1 EX. VALVE BOX CONFIGURATION FOR TIE IN NTS *SEWER FORCE MAIN CLEANOUT(SSFMCO)AND PLUG VALVE(TYP)N TS , NOTES: o 3:1SSFM I Ll - 01 CLOSE EX. 8" PLUG VALVE B PLUG VALVE B i 8" SSFM I 2 TEMPORARILY REPLACE EX. CHECK VALVE WITH 90' FLOW I 8" FLANGED DIP ELBOW. SSFMCO 3 CONNECT TEMPORARY PIPING TO FORCE MAIN SCHEMATIC LAYOUT I CLEAN OUT SHOWN ON SHEET 9 AND INSTALL NOT TO SCALE CHECK VALVE ON BY-PASS PUMPING SYSTEM. BROOKS NO. 3 RT -12 EXISTING SURFACE O4 OPEN EX. CHECK VALVE TO ALLOW EX FORCE MAIN EXTENSION WITH CAST TO DRAIN INTO WET WELL. IRON TRAFFIC COVER STATION AND OFFSET 0 CROSS O5 EX. 8" GATE VALVE TO REMAIN OPEN 5 8 CAST IRON LID MARKED "SEWER" PRECAST CONC. 24' ID MANHOLE 4 WITH CAMLOCK BOLTS SHAFT WITH TRAFFIC RATED LID O6 REPLACE EX. CHECK VALVE ONCE EX. 18" SQ. 4000 PSI CLASS "A" MARKED "CLEAN OUT' THREADED 3/4" NPT PRESSURE � LINE IS DRAINED. CONCRETE PAD, 8" THICK RELIEF PORT e FLOW O7 REMOVE TEMPORARY PIPING AFTER CHECK BUND FLANGE VALVE IS REPLACED. ,2 FINISH EDGE TO 1/7'R (TYP) SET CLASS "A" 4,000 PSI CONCRETE 37d L°� 1r' 35' FLUSH ON PAVED AREAS O8 OPEN PLUG VALVES AFTER REPLACEMENT UPPER SECTION—THREADED TYPE CAST I FlNISH EDGE TO 1/7'R (TYP) OF CHECK VALVES. FLOW IRON VALVE BOX 4� ° ° o %,/i,/i, •. .' • %i�%iii ; �•' • - : i�/i�/i� 6 0 0; EXTENSION ROD REQ'D WHERE DEPTH TO �' e 2 VALVE NUT IS GREATER THAN 24" 6" AB COMPACTED TO 90% RELATIVE i ...*�:i.+'' :s Nva•• PLUG VALVE SIZE &ENDS AS SPECIFIED DENSITY ON PAVED AREAS W FLOW OR INDICATED ON PLANS i MEGA -LUG FLANGE ADAPTOR WITH 4000 PSI CONCRETE COLLAR ` RESTRAINED JOINT OR APPROVED EQUAL AGGREGATE BASE BACKFILL F 8" SS FORCE MAIN --- e 45 BEND FITTING o QROFESSIp� 1 ANGEL F14 Q9,F` 6)y e 1 8 NOTES: SECTION B -B PCC THRUST BLOCK m Z 3 FLANGED VALVE BOLTED TO No. shoo A - -� I � FLANGED FITTING ��� �% _ \� •-• ` � 1. WHERE VALVE IS BOLTED TO A FLANGED FITTING WITH / \< THRUST BLOCKING, REBARS MAY BE OMITTED. F pF CM -0 2. JOIN VALVES AND FITTINGS WITH BOLTED FLANGES. JOIN L VALVES AND PIPE WITH MECHANICAL JOINT END ON VALVE c --.,-�I OR FLG x MJ FITTING ATTACHED TO FLG VALVE. BY. 5080 CALIFORNIA AVE. SUITE 220 3. CONSTRUCT CROSS WITH TWO PRESSURE CLEANOUTS AND /� BAKERSFIELD, CA 93309 PLUG VALVES PER THIS DETAIL WHERE INDICATED ON PLANS. TEL: (661) 616-2600 e -5970 3 EX. VALVE BOX CONFIGURATION FOR TEMPORARY BYPASS NTS *SEWER FORCE MAIN CLEANOUT DETAIL AT ANGLE POINTS NTS Quad Knopf WEBSITE:6www.quadknopfoom V File Nome.- 00127_01 DET Drawn: MJB CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer: MAB DETAILS IDate: Sep. 30, 14 Checked By ''pp r SHEET No. 0 FAIRFAX FORCE MAIN PROJECT l 11 OF 13 , O 1 2 0 IR J JU i Z EXISTING SURFACE PRECAST CONC. 24" ID MANHOLE SHAFT WITH TRAFFIC RATED LID MARKED "CLEAN EXTENSION WITH CAST IRON TRAFFIC COVER 3 STATION AND OFFSET 0 CENTER OF OUT' CAST IRON UD MARKED "SEWER" 4 WITH C BOLTS PRESSURE CLEANOUT THREADED 3/4" NPT PRESSURE RELIEF PORT 18" SQ..4000 PSI CLASS "N' BLIND FLANGE CONCRETE PAD, 8" THICK CONNECT PROPOSED FORCE MAIN PIPING SET CLASS "N' 4,000 PSI CONCRETE TO EXISTING FLANGE FLUSH ON PAVED AREAS FINISH EDGE TO 1 /2" R (TYP) IN VALVE VAULT 45' DUCTILE IRON FINISH EDGE TO 1 /2" R (TYP) 36" 1 2"AMLOCK PIPE BEND UPPER SECTION -THREADED TYPE CAST :... IRON VALVE BOX PROPOSED 8"0 8" • ,� 8„ DUCTILE IRON ����!!i� � : �-. �i,�i,�i EXTENSION ROD REQ'D WHERE FORCE MAIN PIPE 6" AB COMPACTED TO 90% RELATIVE DEPTH TO VALVE NUT IS GREATER DENSITY ON PAVED AREAS = + :. "` '� THAN 24" CLASS "N' 4,000 PSI CONCRETE COLLAR _•-x PLUG VALVE SIZE &ENDS AS AGGREGATE BASE BACKFILL y. LOWER SPECIFIED OR INDICATED ON (PLANS 8" SS FORCE MAIN 8" WYE FITTING 8" DIP SS SECTION MEGA -LUG FLANGE ADAPTOR WITH FORCE MAIN RESTRAINED JOINT OR APPROVED EQUAL --- --- +4-6' SS FORCE MAIN MEGA -LUG FLANGE ADAPTOR WIT = ' RESTRAINED JOINT OR APPROVED EQUAL PCC THRUST BLOCK FLANGED VALVE BOLTED TO FLANGED FITTING SECTION A -A NOTES: 1. WHERE VALVE IS BOLTED TO A FLANGED FITTING WITH THRUST BLOCKING, REBARS MAY BE OMITTED. 2. JOIN VALVES AND FITTINGS WITH BOLTED FLANGES. JOIN VALVES AND PIPE WITH MECHANICAL JOINT END ON VALVE OR FLG x MJ FITTING ATTACHED TO FLG VALVE. 1 EX. VALVE BOX CONFIGURATION FOR TIE IN NTS *SEWER FORCE MAIN CLEANOUT(SSFMCO)AND PLUG VALVE(TYP)N TS , NOTES: o 3:1SSFM I Ll - 01 CLOSE EX. 8" PLUG VALVE B PLUG VALVE B i 8" SSFM I 2 TEMPORARILY REPLACE EX. CHECK VALVE WITH 90' FLOW I 8" FLANGED DIP ELBOW. SSFMCO 3 CONNECT TEMPORARY PIPING TO FORCE MAIN SCHEMATIC LAYOUT I CLEAN OUT SHOWN ON SHEET 9 AND INSTALL NOT TO SCALE CHECK VALVE ON BY-PASS PUMPING SYSTEM. BROOKS NO. 3 RT -12 EXISTING SURFACE O4 OPEN EX. CHECK VALVE TO ALLOW EX FORCE MAIN EXTENSION WITH CAST TO DRAIN INTO WET WELL. IRON TRAFFIC COVER STATION AND OFFSET 0 CROSS O5 EX. 8" GATE VALVE TO REMAIN OPEN 5 8 CAST IRON LID MARKED "SEWER" PRECAST CONC. 24' ID MANHOLE 4 WITH CAMLOCK BOLTS SHAFT WITH TRAFFIC RATED LID O6 REPLACE EX. CHECK VALVE ONCE EX. 18" SQ. 4000 PSI CLASS "A" MARKED "CLEAN OUT' THREADED 3/4" NPT PRESSURE � LINE IS DRAINED. CONCRETE PAD, 8" THICK RELIEF PORT e FLOW O7 REMOVE TEMPORARY PIPING AFTER CHECK BUND FLANGE VALVE IS REPLACED. ,2 FINISH EDGE TO 1/7'R (TYP) SET CLASS "A" 4,000 PSI CONCRETE 37d L°� 1r' 35' FLUSH ON PAVED AREAS O8 OPEN PLUG VALVES AFTER REPLACEMENT UPPER SECTION—THREADED TYPE CAST I FlNISH EDGE TO 1/7'R (TYP) OF CHECK VALVES. FLOW IRON VALVE BOX 4� ° ° o %,/i,/i, •. .' • %i�%iii ; �•' • - : i�/i�/i� 6 0 0; EXTENSION ROD REQ'D WHERE DEPTH TO �' e 2 VALVE NUT IS GREATER THAN 24" 6" AB COMPACTED TO 90% RELATIVE i ...*�:i.+'' :s Nva•• PLUG VALVE SIZE &ENDS AS SPECIFIED DENSITY ON PAVED AREAS W FLOW OR INDICATED ON PLANS i MEGA -LUG FLANGE ADAPTOR WITH 4000 PSI CONCRETE COLLAR ` RESTRAINED JOINT OR APPROVED EQUAL AGGREGATE BASE BACKFILL F 8" SS FORCE MAIN --- e 45 BEND FITTING o QROFESSIp� 1 ANGEL F14 Q9,F` 6)y e 1 8 NOTES: SECTION B -B PCC THRUST BLOCK m Z 3 FLANGED VALVE BOLTED TO No. shoo A - -� I � FLANGED FITTING ��� �% _ \� •-• ` � 1. WHERE VALVE IS BOLTED TO A FLANGED FITTING WITH / \< THRUST BLOCKING, REBARS MAY BE OMITTED. F pF CM -0 2. JOIN VALVES AND FITTINGS WITH BOLTED FLANGES. JOIN L VALVES AND PIPE WITH MECHANICAL JOINT END ON VALVE c --.,-�I OR FLG x MJ FITTING ATTACHED TO FLG VALVE. BY. 5080 CALIFORNIA AVE. SUITE 220 3. CONSTRUCT CROSS WITH TWO PRESSURE CLEANOUTS AND /� BAKERSFIELD, CA 93309 PLUG VALVES PER THIS DETAIL WHERE INDICATED ON PLANS. TEL: (661) 616-2600 e -5970 3 EX. VALVE BOX CONFIGURATION FOR TEMPORARY BYPASS NTS *SEWER FORCE MAIN CLEANOUT DETAIL AT ANGLE POINTS NTS Quad Knopf WEBSITE:6www.quadknopfoom V File Nome.- 00127_01 DET Drawn: MJB CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer: MAB DETAILS IDate: Sep. 30, 14 Checked By ''pp r SHEET No. 0 FAIRFAX FORCE MAIN PROJECT l 11 OF 13 , O 1 2 0 IR J JU i Z 3 W 0 J 41 BACKFILL COMPACTED TO 957. RELATIVE COMPACTION IN ROADWAY AREAS FROM 3.0' BEYOND BACK OF CURB, EXCLUDING ALL BUT THE OUTER 1.0' OF THE MEDIAN AREAS, AND IN ALLEYS, WITHIN THE EXISTING ACCEPTED ROADWAY IMPROVEMENTS. BACKFILL COMPACTED TO 907. RELATIVE COMPACTION IN ALL OTHER PAVEMENT -,AREAS. FINISH GRADE ' BASE BACKFILL IN PIPE ZONE w COMPACTED TO 90% RELATIVE COMPACTION. BACKFILL \ \ ,MATERIAL WITHIN THE PIPE ZONE TO CONFIRM TO NOTES 1,2, AND 3. \� * DEPTH VARIES DEPENDING ON THE STREETS TRAFFIC INDEX (T.l.). SEE TABLE "B" BELOW TABLE "B" TRAFFIC INDEX DEPTH WIDTH IN GREATEST TAMPING _ Backfill compacted to DIMENSIONS W OR SLURRY G 1.0' WIDER \ 90% relative compaction 7.0-8.0 2.0(0.6M) BOTH SIDES 1.0' UP TO 2.0' PIPE O. D. 6" WIDER 3",4",6" BOTH SIDES BOTH SIDES \\ 1.5' WIDER 12" WIDER OR MORE BOTH SIDES BOTH SIDES WITH PLUG 2'-0" 6" 8" IX 1 2'-U' UPPER LIMIT OF PIPE ZONE SHALL 1 9" - J'A 1 2'-0" 1 2'-0" a e S e I \ BE 1.0' (0.3m) ABOVE TOP OF 1 2'-0" 1 3'-0" 6" j\ �\ PIPE BELL OR OUTSIDE DIAMETER OF PLAN AND PIPE ** FOR PUBLIC UTILITIES, N CONSTRUCTION REQUIREMENTS ** AS PER THE PUBLIC UTILITIES � �� COMMISSION GENERAL ORDERS. \ 1 SACK SAND SLURRY HAUNCHING PIPE OR CONDUIT SPRING LINE 0.5' (0.15m) SAND BEDDING MATERIAL FOR FLEXIBLE PIPE AS PER NOTES: ASTM D 2321 1.BACKFILL FOR RIGID PIPE. BACKFILL MATERIAL WITHIN THE PIPE ZONE SHALL BE FREE Of DELETERIOUS MATERIAL AND SHALL HAVE A SAND EQUIVALENT OF NOT LESS THAN 20 AND SHALL CONFORM TO THE FOLLOWING GRADING: SIEVE SIZE PERCENTAGE PASSING 3/4" (19MM) 100 NO.4 35-100 NO.30 20-100 THIS BACKFILL MATERIAL SHALL BE PLACED IN NOT TO EXCEED ONE FOOT (1.0' LOOSE)(0.3M) LAYERS, SIMULTANEOUSLY ON EACH SIDE OF THE PIPE IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE ON ITS ALIGNMENTS AND GRADE. EACH LAYER SHALL BE- THOROUGHLY COMPACTED BY MECHANICAL TAMPING. BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED TO SPRING LINE PRIOR TO PROCEEDING. 2. BACKFILL FOR FLEXIBLE PIPE PIPE AND FITTING SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1 AND 11 EMBEDMENT MATERIALS WITHIN THE PIPE ZONE WILL BE CONSIDERED SUITABLE. WITHIN THE PIPE ZONE, WATER FLOODING AND JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. THE BEDDING AND HAUNCHING SHALL BE HAND PLACED TO THE SPRING LINE OF THE PIPE AND PROPERLY COMPACTED. FOR SEWER MAINS, CLASS I BEDDING AND HAUNCHING. CARE SHALL BE TAKEN NOT TO DISLOCATE THE PIPES. THE REAMING BACKFILL IN THE PIPE ZONE SHALL BE HAND PLACED AND COMPACTED IN THE LIFTS NO TO EXCEED 0.5'(0.15M) THICKNESS. BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED TO SPRING LINE PRIOR TO PROCEEDING. 3. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIAL AND LUMPS OR STONES EXCEEDING 0.25'(80MM) IN GREATEST DIMENSION AND SHALL BE PLACE IN NOT TO EXCEED ONE FOOT (1.0 - LOOSE) (0. 3M)LAYERS 1.0'LOOSE)(0.3M)LAYERS AND EACH LAYER SHALL BE THOROUGHLY COMPACTED BY MECHANICAL TAMPING. 4. TESTING OF BACKFILL MATERIAL SHALL BE IN ACCORDANCE WITH THE TESTS LISTED IN SECTION 6-3.01 OF THE STANDARD SPECIFICATIONS, (OR ASTM D1557, METHOD "C") FOR TRENCH GREATER THAN 1.0'(0.3M). IF TRENCH WITH LESS THAN 1.0'(0.3M),BACKFILL WITH 2 SACK SLURRY. 5. COMPACTION TESTS WILL BE REQUIRED AND SHALL BE THE RESPONSIBILITY OF THE DEVELPOPE/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE TEST SHALL BE IN ACCORDANCE WITH THE TESTS LISTED IN SECTION 6-3.01 OF THE STANDARD SPECIFICATIONS, (OR ASTM D1557, METHOD "C"). 6. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION SAND EQUIVALENT AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER 1S PLACED. 7. FOR PAVEMENT PATCHES WITHIN PAVED AREAS, SEE STANDARD DRAWING ST -6 IN THIS DESIGN MANUAL. TART F "A" THE FOLLOWING SHALL APPLY FOR TRENCH WIDTHS: PIPE WIDTH IN GREATEST TAMPING CLASS 1 BEDDING DIMENSIONS W OR SLURRY G 1.0' WIDER W OR LESS BOTH SIDES BOTH SIDES 1.0' UP TO 2.0' 1.0' WIDER 6" WIDER 3",4",6" BOTH SIDES BOTH SIDES 2.0' 1.5' WIDER 12" WIDER OR MORE BOTH SIDES BOTH SIDES 1)TRENCH BACKFILL AND COMPACTION NTS GENERAL NOTES: 1. THRUST BLOCKS TO BE CONSTRUCTED OF CLASS "B" CONCRETE. 2. BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL. 3. JOINTS AND FACE OF PLUG TO BE KEPT CLEAR OF CONCRETE. 4. MINIMUM THICKNESS OF THRUST BLOCKS TO BE 6 INCHES. 5. AREAS GIVEN ARE FOR C900 - DR18 AND DIP PIPE AT PRESSURE OF 150 P.S.I. IN SOIL WITH 2000 P.S.F. BEARING CAPACITY FOR SHALLOW PIPES ABOVE THE GROUNDWATER. INSTALLATION USING DIFFERENT PIPE, TEST PRESSURES, AND/OR SOIL TYPES SHOULD ADJUST AREAS ACCORDINGLY, SUBJECT TO APPROVAL BY OWNER'S REPRESENTATIVE. 2) THRUST BLOCK BEARING AREA REQUIREMENTS THRUST BLOCK DIMENSIONS - UPWARD THRUST PIPE 11 1/4' BEND 22 1/2' BEND 45' BEND REQUIRED BEARING AREA - TOTAL SQUARE FEET W H G L W H G TYPE OF FITTING 90' BEND H 45' BEND 3",4",6" 11 1/4' OR 22 1/2' BEND 2'-0" TEE OR DEAD END TEE WITH PLUG 2'-0" CROSS WITH PLUG 2'-0" 6" 8" IX 1 2'-U' 1 1 '-0" 1 9" - J'A 1 2'-0" 1 2'-0" 1'-0" 4'-6" 1 2'-0" 1 3'-0" 6" 41 W L ywr 2 sf 1 sf 1 sf 2 sf 2 sf 2 sf 0 6" 4 sf 2 sf 1 sf 3 sf 4 sf 4 sf N 8" 7 sf 4 sf 2 sf 5 sf 7 sf 7 sf GENERAL NOTES: 1. THRUST BLOCKS TO BE CONSTRUCTED OF CLASS "B" CONCRETE. 2. BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL. 3. JOINTS AND FACE OF PLUG TO BE KEPT CLEAR OF CONCRETE. 4. MINIMUM THICKNESS OF THRUST BLOCKS TO BE 6 INCHES. 5. AREAS GIVEN ARE FOR C900 - DR18 AND DIP PIPE AT PRESSURE OF 150 P.S.I. IN SOIL WITH 2000 P.S.F. BEARING CAPACITY FOR SHALLOW PIPES ABOVE THE GROUNDWATER. INSTALLATION USING DIFFERENT PIPE, TEST PRESSURES, AND/OR SOIL TYPES SHOULD ADJUST AREAS ACCORDINGLY, SUBJECT TO APPROVAL BY OWNER'S REPRESENTATIVE. 2) THRUST BLOCK BEARING AREA REQUIREMENTS THRUST BLOCK DIMENSIONS - UPWARD THRUST PIPE 11 1/4' BEND 22 1/2' BEND 45' BEND SIZE L W H G L W H G L W H G 3",4",6" 2'-0" 2'-0" l' -O" 9" 2'-0" 2'-0" 2'-0" l' -O" 3'-0„ 2'-0" 2'-0" 6" 8" 1 2'-0" 1 2'-U' 1 1 '-0" 1 9" 3'-0" 1 2'-0" 1 2'-0" 1'-0" 4'-6" 1 2'-0" 1 3'-0" 6" 3 � � .1 PLAN TAMP BACKFILL MATERIAL NO. 5 RESAR (2 REQ..) BETWEEN BLOCK AND PIAT V \ / EXPOSED REBAR COATED ,l WITH ASPHALT PAINT WRAP FITTING WITH POLYETHYLENE WRAP y< 9< 4. y ;3" dki ELEVATION 3) THRUST BLOCKS AT VERTICAL BENDS NTS NTS REVIS/ONS No. DA TE I DESCRIPTION 3 QROFESS WEL Jk)' P �9c F2c W N C PO 67700 9pF of CA►-\FQj 5080 CALIFORNIA AVE. SUITE 220 BY. MA BAKERSFIELD, CA 93309 TEL: (661) 616-2600 Quad Knopf FAX: (661)616-5970 WEBSITE: www.quadknopf.com File Name:130127 12 DET Drawn: MJB CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7Kl06 Engineer. • MAB DETAILS 1 SHEET No. f Date: Sep. 30, 14 Checked By. �p FAIRFAX FORCE MAIN PROJECT 12 OF 13 � � � 0 1 2 3 3 W 0 Q 1 2 3 W V 7 0 Qr QL z 0 Q LL J W LU 0 V i Y L A No. DATE DESCRIPTION TRENCH WIDTH 7REVISIONS U Q SEWER FORCEMAIN 0 V v V v V v V Vv v V V y v P v V V V V V V 9 9 9 9 i 9 9 v v v v O 00 O 000 O— ° .................. .................. :..... .. \\ \ -III-III 0000 000000000 000000000 III-I I--I I -III I I �- =I — 00000000000000000000 �—- EXISTING A/C 0000000000 000000000 III :................. ...•. ° \\ 00000000000000000000 1.0' CLASS 2 AGGREGATE BASE 2—SACK N III III= SAND SLURRY I- = BACKFILL 95%RELATIVE COMPACTION 0.3m) \�� =III= EXIST. UTILITY PIPE 6" BACKFILL PER DETAIL 1 II I II TO BE USED WHERE "K" EQUALS 1.0' OR LESS. =I I_ SHEET 12 A CLASS "A" 4,000 PSI CONCRETE I I I I I I I I, ;III-III-� SEWER FORCEMAIN I I I I I I I I FOR PLASTIC PIPE INSTALLATION, SEE PLATE No. S-1 OR W-4. NOTES: f . a 1. A.C. TO BE 1/2" MAX. SIZE AGGREGATE 2 #5 BARS 2. BACKFILL MATERIAL TO BE I' PLACED IN LAYERS; 8" LAYERS NOT TO SCALE . �1 OF PROPERLY MOISTENED MATERIAL -- 3. SURFACING TO BE TRIMMED EXTRA WIDTH AFTER TRENCH I Q IS BACKFILLED AND CLASS 4 2 A.B. IS IN PLACE 4. ALL WORK TO CONFORM TO EX. LINE L- ------_I CALIF. DEPT. OF TRANS. STANDARD SPECIFICATIONS, CURRENT EDITION, AND AS I� 20" ——I SHOWN ON THIS SHEET SECTION A-A 1 BACKFILL REQUIREMENTS ON PAVED STREETS NTS *PIPE SADDLE DETAIL NTS RIM= 823.78 RIM= 823.78 ff/l/ M/00031 IMI[-...111 .•I I� I. III; : _11111= EXISTING SURFACE EXISTING SURFACE EXISTING MANHOLE B EX/STING MANHOLE POLYSOPRENE FLEXIBLE -J CORE THRU EXISTING WEDGE STYLE POSITIVE SEAL MANHOLE GASKET MANHOLE AND PROVIDE _ CONNECTOR WITH FLEXIBLE LINK PER PLAN. .) DOUBLE STAINLESS STEEL CLAMPS AND INNER BAND. —I I :L I I PSX, KOR—N—SEAL OR APPROVED EQUAL. a - J II I t ll A �I _ r A — I CONSTRUCT 45° 8"0 DUCTILE IRON PIPE BEND I II I I: _SANITARY PIPELINE I WITH CONC. THRUST BLOCK PER PLAN —I =7\N) _ _ EGL=819.78 — INV.=819.75 0 HWL=818.75 d4 d n `4�A INV.=817.8 d d a POLYSOPRENE FLEXIBLE — INV.=817.83 B I rte. I� I 1=1 I f I -1 I ... I Lt I I rI, I1 I I- 11=11 NMI r I I- WEDGE STYLE POSITIVE SEAL MANHOLE GASKET PR0FESS/py4` POLYSOPRENE FLEXIBLE SECTION A-A SECTION B-B CONNECTOR WITH DOUBLE STAINLESS STEEL ��� ANGEL WEDGE STYLE POSITIVE m SEAL MANHOLE GASKET CLAMPS AND INNER BAND. NO. sno� � I TH PSX, KOR—N—SEAL DOUBLE STAINLESCONNECS STEELOR APPROVED EQUAL. �-P 9TF CLAMPS AND INNER BAND. o Al\�o�a F C PSX, KOR—N—SEAL OR APPROVED EQUAL. BY. 5080 CALIFORNIA AVE. SUITE 220 BAKERSFIELD, CA 93309 Quad Knopf TEL: (661) 616-2600 , WEBSITE•6www.qu7adknopf.com i *(661) SEWER FLEXIBLE LINK MANHOLE CONNECTION NTS CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name.- 130127 12 DET Drawn: MJB DETAILSSHEET FAIRFAX FORCE MAIN PROJECT / .,I • � % NO. � 13 OF 13 Job No.: E7K106 Engineer: MAB Date: Sep. 30, 14 Checked By. p C , (2� I Q 1 2 3 W V 7 0 Qr QL z 0 Q LL J W LU 0 V i Y L