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HomeMy WebLinkAbout6.2-614 Record DrawingLIST OF DRAWINGS 1 - COVER I TEM 2 -INDEX ESTIMA TED QUANTITY UNIT OF MEASURE 3 - PLAN AND PROFILE 4 - PLAN AND PROFILE 5 - PLAN AND PROFILE 6 - PLAN AND PROFILE 7 - PLAN AND PROFILE 8 - PLAN AND PROFILE 9 - PLAN AND PROFILE 10 - LIFT STATION 11 - DETAILS OF PA VEMEN T 12 - DETAILS RAILROAD TRACKS 13 - DETAILS BENCHMARK TDP 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 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 FORCE MAIN REPLA CEME LOCATION MAP- NOT TO sca.c �'L/ 1{'INAL PAY QUANTITIES I TEM ESTIMA TED QUANTITY UNIT OF MEASURE TRAFFIC STRIPE (DETAIL 8) 1700 -CONVENTIONAL SYMBOLS TRAFFIC STRIPE (DETAIL 39) 2327 LF — EASEMENT _ — EXIST. CURB & GUTTER -- RIGHT-OF-WAY' --------------- EXIST. A. C. FL0WLINE CEN TERL INE - - -- EXIST. EDGE OF PA VEMEN T RAILROAD TRACKS GUARD RAIL - X CHAIN LINK FENCE IMPROVEMENTS UTILITY SYMBOLS W) EXIST. WA TER LINE (ss) EXIST. SEWER LINE (G) EXIST. GAS LINE (SD) EXIST. STORM DRAIN (OH) EXIST. AERIAL (E) EXIST. UNDERGROUND LINES POWER LINE (TV) EXIST. UNDERGROUND (T) EXIST. UNDERGROUND TV CABLES PHONE LINE (OIL) EXIST. OIL LINE (FO) EXIST. FIBER OPTIC LINE 1-01 MANHOLE e PRE-EMPTION DEVICE -0-P.P. - POWER POLE ,H � FIRE HYDRANT 3 v O W.M. 51 EXISTING MONUMENT El WATER METER 0 W.V. 0 FU TURF MONUMEN T WATER VALVE C. E S.L. G.M. Q STREET LIGHT GAS METER / s N o-� S TREE T LIGHT W/MAST ARM G.V. DQ GAS VALVE "s M C.O. CLEAN OUT-- BENCHMARK 0 N N P. V. �{ PLUG VAL VE E■ A U TO SCOPE / J FORCE MAIN REPLA CEME LOCATION MAP- NOT TO sca.c �'L/ 1{'INAL PAY QUANTITIES I TEM ESTIMA TED QUANTITY UNIT OF MEASURE TRAFFIC STRIPE (DETAIL 8) 1700 LF TRAFFIC STRIPE (DETAIL 39) 2327 LF FOR 0 ti W STATE OF CALIFORNIA W 7 NO TE: THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING CL VALID LICENSES: CLASS A4 � 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 W i� 0.73 MILES (APPROXIMATE) LU QRpF ESS / O It 0 P�1GEL Bq <",G 5080 CALIFORNIA AVE. �J F SUITE 220 Ln rn BAKERSFIELD, CA 93309 N0. 67700 TEL: (661) 616-2600 APPROVED BY: Quad KnopfFAX: (661 } 616-5970 WWW.QUADKNOPF.COM __----� FC COPYRIGHT BY QUAD KNOPF, INC. UNAUTHORIZED USE PROHIBITED. DATE MIGULZ A. BAR ENAS R.C.E. 67700 PROJECT ENGINEER V Job No.: 130127.01 File Path: L:\Projects\2013\130127\-130127.01\ACAD\Improvements File Name: 130127_01 COV.dwg APPROVED E3Y= 11, NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12-31-14 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: Q ASSISTANT PUBLIC WORKS DIRECTOR DATE J 5 10// 11q MAL ENGINEER IV — DESIGN ENGINEER DATE W V Q° TRAFFIC ENGINEERING DATE FORCE MAIN REPLACEMENT FOR NO 1 OF FAIRFAX ROAD SEWER LIFT STATION 13 SHEETS 0 1 1 2 3 J v 1 2 PT11 (EX. MH CONNECTION) STA. 9+97.39; 11.42'x. NORTHING 2334206.22 EASTING 6284463.53 ; y V • 83 83 '?v& SIM* Du� Face:�`�►' lJfvw} vv k e b& �kk Y1 PVG Ver4_1F'tA, fiP i Pe 8 i A ?lace. VoCk f evt -A4- P' Pe, FIC �. , 71:�,1 82 �re� 2-J exIked_ R vv X111 io • � 3� wa�e � � � n� -6 L�e, pces-e4 �u`1yt�1 xi Aea &fe fay .t 81 *III! Ll J Fcfzal�Al?l 80 t' t 12 CL 7 80 Gd . , i..—. q� Q £ 80 M .1• � 3� �,,ale� &a% i 17 - CONNECT 8" 0 F.M. TO EXISTING SSMH A• STA. 9+97.37, 11.421 PT12 (ANGLE POINT) CONSTRUCT 8" 0 PVC p .� STA. 10+65.00, 12.001 FORCE MAIN PIPE N `��� ,1* 'Oul NORTHING 2334273.69 12.00' LT. EAST►NG 6284463.59 �s _"' '--•-- -J ) s •�•'�'r ��' s�r�, ss �..� m� p6' — ".- �RAW_(BEGICURVEW" •, -� /^ ..rte-- .-- •.' J''" >..� O'rJ '"� '✓ C ,o > !� !/.. CPa ! � G ! GA/cP r > - � ,�,r.r r+"' �i1'r/ i s0 ]• C lu -.. e+ -----R 00 0 9Ile, 6 (so) r~ ! C 2 G,o <v s `r2 rn s ,9 0 �i --- m !, 2., "aa �-----,.,,S�l,,.... � C� yI',r�` � � c moi• ss' s!y_ � --' �� �� �. � r• — r- ``� fir'-'"�� � ,� � R/W PLAN SCALE. • 1 " = 40' -7q- ?, T73 REVS/ONS No. DA TE DESCRIPTION 2 3Ael 4 40' 0' 40' SCALE: 1"= 40' CONSTRUC77ON CENTERLINE CURVE TABLE NUMBER LENGTH I RADIUS DELTA TANGENT Cl 748.79' 11811.65-1 23.68' 379.82 --- 23x40 46 `' CONSTRUCTION CAUQUTS AO INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. 1" = 40' VERTICAL SCALE: 1" = 4' File Nome., 130127_01 PRF Drawn: MJB PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer: MAB Date: Sep. 30, 2014 Checked By. ID 41 �L R eepr I PYAwf7f /,, //f �S 40 ® PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM V CAP EXISTING FORCEMAIN PER SPECIFICATIONSUj 36 CAP &ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE Q. EU REPLACE TRAFFIC LOOP 32 ADJUST SURVEY MONUMENT ENCASEMENT Z WATER VALVE BOX ADJUSTMENT- CONSTRUCT DJUSTMENT-CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES Q 28 LIL - J 24 W �.-7� �4 LU ��G � W IT � 11l 0 16 rA lt. 12 15 0 08 LL �o 9�koFESS1p�t , ANGEL � Fy 04 m W * 67700 V 9j 01 %'. � OF CA1-%F� 4 00 - W 0 5080CALIFORNIAAVE. SUITE 220 BY. � BAKERSFIELD, CA 93309 TEL: (661) 616-2600 Q FAX (661) 616-5970 Quad Knopf WEBSITE:wQ��opfcom V PLAN AND PROF/LE STA. 10+00 TO 16+00 SHEET NO. CC FAIRFAX FORCE MAIN PROJECT 3 OF 13 4 11 SSMHjl (EX. ' R .7 FM INV N. 819.7 VV. STA. 16+09. 7, 11.25 L 815.38 8" PVC rORCE MAIN PIPE POINT OF CONNECTION (SEE DETAIL 3 ON SHEET 1) EX. PROF7L E APPROXIMATE LOCATION `- CONSTRUCT 3 5' 8"0 DUCTILE ION FAIRFAX ROA F E TRICAL UN 4-7�o � PIPE BEND WITH ----- ---- CONC. THRUST BLOCK 00 Lo t^ APPROX. LOCATION OF EX. 36"0 WATER LINE APPROX. LOCATION OF - , 57 .a ` EX. 18"0 STORM UNE - --- - - _ ,, ., - C NSTRUCT 8" DIA. cn Q -w4-„ - , - - - - -- - _.. ,_. , _ ,., `r r, CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CROSSINGS PRIOR TO START OF ANY TRENCHING OPERATIONS (TYPICAL) 03 THRUST BLOCKS ER 5 7 a ---- _ _. DETAIL 3 OF SH ET 12 OYPI CONSTRUC 490' -LF OF CONSTRUCT 100' -LF OF 8" PVC FORCE MAIN PIPE 8" PVC FORE MAIN PIPE Li APPROX INVERT ELEVATION 10"0 V.C.P. I I +50 10+00 11+00 12+00 13+00 _ 14+00 15+00 16+0 CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. 1" = 40' VERTICAL SCALE: 1" = 4' File Nome., 130127_01 PRF Drawn: MJB PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer: MAB Date: Sep. 30, 2014 Checked By. ID 41 �L R eepr I PYAwf7f /,, //f �S 40 ® PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM V CAP EXISTING FORCEMAIN PER SPECIFICATIONSUj 36 CAP &ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE Q. EU REPLACE TRAFFIC LOOP 32 ADJUST SURVEY MONUMENT ENCASEMENT Z WATER VALVE BOX ADJUSTMENT- CONSTRUCT DJUSTMENT-CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES Q 28 LIL - J 24 W �.-7� �4 LU ��G � W IT � 11l 0 16 rA lt. 12 15 0 08 LL �o 9�koFESS1p�t , ANGEL � Fy 04 m W * 67700 V 9j 01 %'. � OF CA1-%F� 4 00 - W 0 5080CALIFORNIAAVE. SUITE 220 BY. � BAKERSFIELD, CA 93309 TEL: (661) 616-2600 Q FAX (661) 616-5970 Quad Knopf WEBSITE:wQ��opfcom V PLAN AND PROF/LE STA. 10+00 TO 16+00 SHEET NO. CC FAIRFAX FORCE MAIN PROJECT 3 OF 13 4 11 j PU it WIN, PT1 1 (EX. MH CONNECTION) STA. 9+97.39, 11.421, NORTHING 2334206.22 EASTING 6284463.53 % . OR DA 0 i a 94 }•1s�7.���,t SMV RCk--'t a . N3 I" • T— —X - RIM:__82.78- s CONNECT 8" 0 F.M. TO EXISTING SSMH W STA. 9+97.37, 11.421 i --- - _ _ -OF EL -- - - _ CONSTRUCT _ _ - - _ _- .. _- -- (MATE LOCATION TRICAL-LINE - - -� 8" DIA. z PT12 (ANGLE POINT) '•+i•.• ®� STA. 10+65.00, 12.001 4J, NORTHING 2334273.69 ,1,.�._ � EASTING 6284463.59 ® If,`tc# (so) (BEGIk-CURVE) fw ^ y' - Q E. � CONSTRUCT 8" 0 PVC FORCE MAIN PIPE 12.00' LT. R/W ti'N" ,,,,,..�. . � m ,.,. „��,.. ':q •'DC7 won C1 ,� • T— —X - RIM:__82.78- i --- - _ _ -OF EL -- - - _ CONSTRUCT _ _ - - _ _- .. _- -- (MATE LOCATION TRICAL-LINE - - -� 8" DIA. '•+i•.• ®� � � 4J, fix' ,1,.�._ � �E ® If,`tc# (so) T �� (so) --_ n'�' {sem fw ^ y' - Q ____•�---� ter. •>�,� 5 r`— J {lx_w)-=rz e { . T, s � � R/W PLAN SCALE: 1 " = 40' 8 1P A d' RIM:__82.78- i --- - _ _ -OF EL -- - - _ CONSTRUCT _ _ - - _ _- .. _- -- (MATE LOCATION TRICAL-LINE - - -� 8" DIA. J FM INV N: 819.7,15 Ul 9 - - vow - -a ..� ® , eazrA, - 8 1P A d' 36 32 w • 24 20 16 12 M] M# REVISIONS No. DA TE DESCRIPTION 04123/15 SURtf)' .SFI 2 3 4 ■E2 - 40' 0' 40' PM Mod mm" SCALE: 1"= 40' CONSTRUC77ON CENTERLINE CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT C1 748.79' 1811.65' 23.68' 379.82 CONSTRUCTION CAU01ffS 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 CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE REPLACE TRAFFIC LOOP O ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES • QgpFESSIO,�� ANGEL ck: N A * NO. 67700 s�9T 0 1 v , OF c,\ " 5080 CALIFORNIA AVE. SUITE 220 BY BAKERSFIELD, CA 93309 PROFILE TEL: (661) 616-2600 HORIZONTAL SCALE: 1" = 40' FAX (661) 616-5970 VERTICAL SCALE. • 1" = 4'' Quad Knopf WEBS/TE: www.quadknopfcom File Name: 130127_01 PRF - R 0dw-R3 13dJB PLAN AND PROFILE STA. 10-+00 TO 16+00 SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer. • IAB Date: Apr. 23, 2015 Checked By. FAIRFAX FORCE MAIN PROJECT 3 OF 13 0 n W V LU 7 0 CL 0 Q LL J W W 0 rX Q LL W Z LU V Q fti C. LU Q z Q) rz RIM:__82.78- i --- - _ _ -OF EL -- - - _ CONSTRUCT _ _ - - _ _- .. _- -- (MATE LOCATION TRICAL-LINE - - -� 8" DIA. -- FM INV N: 819.7,15 9 - - INV- T - -a - STA7 0 + 0 9.8 7, 11.25 L W-81538 CONSTRUCT 8 rvf� 10' -LF OF FORCE mm ti POINT OF CONNECTION -(SEE DETA IL 3 ON SHEET 1) EX. PROFILEAPPRO -- -- - CONSTRUCT 3 PIPE BEND WITH 5' 8"0 DUCTILE ION CONC. THRUST BLOCK FAIRFAX ROAD Af'PROX(MA� .URFACE) _Op o o Lo vj C%4 -- -- APPROX. LOCATION OF EX. 36"0 WATER LINE -__ APPROX. LOCA T� ION OF EX. 18"0 STORM LINE - - ' - - - - - _ - -- -- _. C FORCE — ___ _ _ -- — - " CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CROSSINGS PRIOR TO START - OF ANY TRENCHING OPERATIONS (TYPICAL)-- — -- - __ - -- __ -- — -- t0. PTS _ - SIA. _-- . – DEIAIL 3 OF SHEET 2 CONSTRUC 490'–LF OF CONSTRUCT 100'–LF OF – 8" PVC FORCE MAIN PIPE 8" PVC FORE MAIN PIPE APPROX INVERT ELEVATION 10"0 V.C.P. t t+50 10+00 11-4-00 12+00 13+00 14+00 15+00 16+0 36 32 w • 24 20 16 12 M] M# REVISIONS No. DA TE DESCRIPTION 04123/15 SURtf)' .SFI 2 3 4 ■E2 - 40' 0' 40' PM Mod mm" SCALE: 1"= 40' CONSTRUC77ON CENTERLINE CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT C1 748.79' 1811.65' 23.68' 379.82 CONSTRUCTION CAU01ffS 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 CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE REPLACE TRAFFIC LOOP O ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES • QgpFESSIO,�� ANGEL ck: N A * NO. 67700 s�9T 0 1 v , OF c,\ " 5080 CALIFORNIA AVE. SUITE 220 BY BAKERSFIELD, CA 93309 PROFILE TEL: (661) 616-2600 HORIZONTAL SCALE: 1" = 40' FAX (661) 616-5970 VERTICAL SCALE. • 1" = 4'' Quad Knopf WEBS/TE: www.quadknopfcom File Name: 130127_01 PRF - R 0dw-R3 13dJB PLAN AND PROFILE STA. 10-+00 TO 16+00 SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer. • IAB Date: Apr. 23, 2015 Checked By. FAIRFAX FORCE MAIN PROJECT 3 OF 13 0 n W V LU 7 0 CL 0 Q LL J W W 0 rX Q LL W Z LU V Q fti C. LU Q z Q) rz J l\PCog ro,l7r:w/,,I PT14 (ANGLE POINT) STA. 21+95.60, 12.001T. NORTHING 2335363.43 EASTING 6284201.35 (END CURVE) F i C2 G MATCH LINE - SEE SHEET 4 STA 22+00 r 1' n �t _•`-Gig: CONSTRUCT 8" 0 DUCTILE IRON FORCE MAIN PIPE 12.00' LT. lz RAW 1 14 _.e. C3 GT C9 0 :f 79 i0s w • 77 77 76 76 2 RAW FILL ffH- Ck 6 Ele- N� U 0 JSTING A Sc G`LrNNECTION AT NG MNt1LE o `Q "tir BELOW J 0� PT15 (ANGLE POINT) j � � • STA. 25+61.47, 12.38 LT. ( €?OI PT 6 {- ANT NORTHING 2335709.57 (ANGLE EAS77NG 6284092.78 STA. 26+78.7}, 31.09'LT. �1 o .��� � N _ C4 NORTHING 2335806.57 vu (END CURVE) �N FASTING &284026 82 "' ill J• (tz'• Ll s $ CONSTRUCTION CENTERLINE CURVE TABLE cp NUMBER (12" Wt RADIUS DELTA TANGENT C2 o� "�--___-__- -� W� ..---+fir---•-_ ter'= � o 363.29' 1942.06' 10.72' N --- r �J° T :f 79 i0s w • 77 77 76 76 2 RAW FILL ffH- Ck 6 Ele- N� U 0 JSTING A Sc G`LrNNECTION AT NG MNt1LE o `Q "tir BELOW J 0� PT15 (ANGLE POINT) j � � • STA. 25+61.47, 12.38 LT. ( €?OI PT 6 {- ANT NORTHING 2335709.57 (ANGLE EAS77NG 6284092.78 STA. 26+78.7}, 31.09'LT. �1 o .��� � N _ C4 NORTHING 2335806.57 vu (END CURVE) �N FASTING &284026 82 "' ill J• (tz'• Ll s $ CONSTRUCTION CENTERLINE CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT C2 (BEGIN C - - 11.71' ter'= � o 363.29' 1942.06' 10.72' N --- 1 317.49' 1 2345.66' 7.76' -]C4 1 158.99 _._.E— — i- --- _Ln — - -` � �� `4 10 fLE D. VJ N � FAIRFAX ROAD o (APPROXIMI TE LO co --__. 0, N (sol (,2' ,� j (SD) • w `-Asp) ,k `' � � Z r` a, - CP Lw CONSTRUCT 8"0 11.25' N �o DUCTILE IRON PIPE BEND ✓ WITH CONC. THRUST BLOCK PLAN SCALE: 1" = 40' Lei CITY OF BAKERSF/ELD, CALIFORNIA PROFILE HORIZONTAL SCALE. 1" = 40' VERTICAL SCALE: 1" = 4' PUBLIC WORKS DEPARTMENT File Name:130127_01 PRF - R - -Doft&3 1514JB Job No.: E7K106 Engineer: MAB Date: Apr. 23, 2015 Checked By. %F m 92 Fe lJ 76 72 m REVISIONS No. DA TE DESCRIPTION C /23111,5 SURI /E" PFI 2 3 4 40' 0' 40' 14 SCALE: I"= 40' CONSTRUCTION CENTERLINE CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT C2 J79.41' 1856.82' 11.71' 190.37 C3 363.29' 1942.06' 10.72' 182.18 1 317.49' 1 2345.66' 7.76' -]C4 1 158.99 `4 fLE FAIRFAX ROAD o (APPROXIMI TE LO co --__. Z r` a, Lw . W \ J \ Q er to \ c NN1\ .APPROX. LOCATION _ �,D V) Q E Lr) � ? 8" 0 FORCE IN­— ANDONDED TG—BE—FORCE MAIN PIPE f IN PLACE 7 WV. 768.57 — _ t i CONSTRUCT 500.00' -LF OF CONSTRUCT 190.00' -LF OF _MAIN P P FORCE 1 1 4 2+00 23+00 24+00 25+00 26+00 27+00 28+0 CITY OF BAKERSF/ELD, CALIFORNIA PROFILE HORIZONTAL SCALE. 1" = 40' VERTICAL SCALE: 1" = 4' PUBLIC WORKS DEPARTMENT File Name:130127_01 PRF - R - -Doft&3 1514JB Job No.: E7K106 Engineer: MAB Date: Apr. 23, 2015 Checked By. %F m 92 Fe lJ 76 72 m REVISIONS No. DA TE DESCRIPTION C /23111,5 SURI /E" PFI 2 3 4 40' 0' 40' 14 SCALE: I"= 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 O ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT H� CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES FQt SDMH't!�� 27.23 b� e Z°) GATE 4c5s' 6 1 X06• ; �Q QLO� 0�1`L Cf JK FE ¢ AL1 01 ��F��O � �G�0�0L1°' �� ti�Q1 0 ti �\Q`0 c� Fti0�0�1t . ABANDON EXIST. SEWER �iti"'01 CHAT; K FEN(. - & FILL WITH CLSM 0ti �11 • ���ti PER SPECS \ 2 0 1y Go y1 40 b� 0� 4 1 • 'h �1k�G`0`L ,�,v4L0 LAAJl'P)7 s71 EX. FORCE MAIN ABANDONMENT 0' SCALE: 1"= 40' � O Q(tOFESS/p�� OGEL * NO. 67700 s�qT 0 1 V \ Op w0l 40' 64 0 i Edi 5080 CALIFORNIA AVE. SUITE 220 BY: BAKERSFIELD, CA 93309 TEL: (661) 616-2600 Quad Knopf FWEBSITEAX.• (661,616-5970 : www.quadknopfwm PLAN AND PROFILE STA. 22+00 TO 28+00 SHEET NO. FAIRFAX FORCE MAIN PROJECT 5 OF 13 0 W vt W 1 O Q v, J Uj rrW^ vJ Q O Q W z V Q Q. W Q V 0 CONSTRUCTION CENTERLINE CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT C2 J79.41' 1856.82' 11.71' 190.37 C3 363.29' 1942.06' 10.72' 182.18 1 317.49' 1 2345.66' 7.76' -]C4 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 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 FQt SDMH't!�� 27.23 b� e Z°) GATE 4c5s' 6 1 X06• ; �Q QLO� 0�1`L Cf JK FE ¢ AL1 01 ��F��O � �G�0�0L1°' �� ti�Q1 0 ti �\Q`0 c� Fti0�0�1t . ABANDON EXIST. SEWER �iti"'01 CHAT; K FEN(. - & FILL WITH CLSM 0ti �11 • ���ti PER SPECS \ 2 0 1y Go y1 40 b� 0� 4 1 • 'h �1k�G`0`L ,�,v4L0 LAAJl'P)7 s71 EX. FORCE MAIN ABANDONMENT 0' SCALE: 1"= 40' � O Q(tOFESS/p�� OGEL * NO. 67700 s�qT 0 1 V \ Op w0l 40' 64 0 i Edi 5080 CALIFORNIA AVE. SUITE 220 BY: BAKERSFIELD, CA 93309 TEL: (661) 616-2600 Quad Knopf FWEBSITEAX.• (661,616-5970 : www.quadknopfwm PLAN AND PROFILE STA. 22+00 TO 28+00 SHEET NO. FAIRFAX FORCE MAIN PROJECT 5 OF 13 0 W vt W 1 O Q v, J Uj rrW^ vJ Q O Q W z V Q Q. W Q V 0 3 7 CL CL FILL H C PERS 'ECS y N� U D TING PT#4 (ANGLE POINT) MATCH LINE - SEE SHEET 4 �ro A 5 Dlsc L��,tNNEcrfoN AT STA. 21+95.60, 12.00'LT. STA. 22+00 �, o Q NG MAIOLE n A. NORTHING 2335363.43 �� a�' �' BELOW' FASTING 6284201.35v'Cs o�/ o (END CURVE) rz Cp r� - a , CONSTRUCT 8" 0 PT15 (ANGLE POINT) m" w DUCTILE IRON STA. 25+61.47, 12.38LT. a o PT#6 (ANGLE P*T) N �. a ,.� a, �, FORCE MAIN PIPE NORTHING 2335709.57 a csi 12.00' LT. FASTING 6284092.78 STA. 26+78.V, 31.09'LT. -o + , . ; '`�''C4 ., �� •. ,S, ro c� ! iP m f� b� u t 5 N✓ O `" ars` �p / �� (END CURVE) my NORTHING 5806.57 �, 11A r -- �� gyp- EASTING 4026.82__. _= (BEG C TIN RIW 'O� -" .6f C.J A i L Cf1J _,...r..•." i' 01 O ul10 .r.C2N--,`J"'i o o -o op -n^-� .•-._ ---.. '- .-.-..- r`r •-'- a " cs w✓ D• �/1 CO Cf / h 'a, � - ... .`, CID woo y�r,. co ., �' f � ~`0p1 r. •CP ' ' .'-.. .. •6tw3_' � mow. .J ` • 1 C+> / ....'.i• J.. 00- -- (12 ' p .. ,.,.,.. _N ---`�-•—•,eN._ G �' C� rrn " ✓ CS. W)'g N — — .rr.s �.�o' r' p s G r w c� a cA W) (_2 w a'"�s o coo �a 'o d (so) v �� lr (1 `_ ! Pte`' (12" W) O o --•ar--.._.,._ --) - ( w) (12" W} -k--- _._.-----•-""_. cry _ --' .a i/ m W a{ 77 77 76 2 RIF VISIONS No. DA TE DESCRIP TION LENGTH RADIUS DELTA 2 C2 379.41' 3 11.710190.37 4 363.29' 1942.06' 40' 0' 40' SCALE: 1 "= 40' CONSTRUCTION CAUOUTS IS CONSTRUCT 8"0 11.25`N� A� INSTALL SANITARY SEWER FORCE MAIN ps R/W o DUCTILE IRON PIPE BEND CLEANOUT PER DETAIL 2 SHEET 11 -' WITH CONC. THRUST BLOCK PLAN SCALE: 1 " = 40' i/i CONS / /-IUCTION CENTERLINE CURVE TABLEAl NUMBER LENGTH RADIUS DELTA TANGENT C2 379.41' 1856.82' 11.710190.37 C3 363.29' 1942.06' 1 10. 7 ' 182.18 C4 317.49' 2345.66' 1 7.701 158.99 CONSTRUCTION CAUOUTS IS CONSTRUCT 8"0 11.25`N� A� INSTALL SANITARY SEWER FORCE MAIN ps R/W o DUCTILE IRON PIPE BEND CLEANOUT PER DETAIL 2 SHEET 11 -' WITH CONC. THRUST BLOCK PLAN SCALE: 1 " = 40' i/i TY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. • 1" = 4' File Some:130127-01 PRF Drawn: MJB PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer MAB Date: Sep. 30, 2014 Checked By. D' m me m DR 76 72 w to PLUG AND CAP EXISTING FORCEMAIN PER b� 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 W FO ADJUST SURVEY MONUMENT ENCASEMENT ,' GO WATER VALVE BOX ADJUSTMENT CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES Uj k 1 ���` \ \ Pn ,�° eeQFtg • \ �e �gg,��l � �g� �Q� ` SDMH 82? 23 poi L1�o1 gi ATE 1°'g�g�h� �g° hal 40 g• n��� 6�l CHAT LINK e41, ObT �Q �t1 1 1 c pW�6'�' (by til p�1 Gia n. Q`� ABANDON EXIST. SEWER Ve;��`O1� CHAT K FENCE &FILL WITH CLSM ��°o o'' \ �6� 110 ��161 �`1���� �o yon PER SPECS Gil 1� yyt. o o , oo0 O�gti�1 1`01 �. �1A 5` 40' 0' 40' �4 �Oti�s0�1 b °� �4 SCALE: 1 "= 40' CAAU/%z'17 !,71 LL EX. FORCE MAIN ABANDONMENT L- O QEtoFESSlpy� NGEL y JAY P �'po Fye c.0 m 0. 67700 _ 1 F OF OA%_`gQ Q.W 5080 CALIFORNIA AVE. SUITE 220 BY: BAKERSFIELD, CA 93309 TEL: (661) 616-2600 Q 111)616.5970 Quad Knopf WEBSITE: www.quadknopfcom Llj V PLAN AND PROFILE STA. 22+00 TO 28+00 SHEET NO. tY FAIRFAX FORCE MAIN PROJECT 5 OF 13 O FAIRFAX RC AD (APPROXIM TE \ z N \ O a,L IN, 00 00 \ Q + \ (L (n Z \ �C - ------ o -- — ----- 0) 00.08 \ co N J Z \ \ O \ O a? cx� A PROX. LOCATION CON15TRUCT 8" DM.\ cn i E 8" 0 FORCE - — ` - FORE MAIN PIPE ' \ A NDONDED r \ \ 1N PLACE IN, _ 2 � — -- -- - — --- ------ INV. 768.57 CONSTRUCT 500.00' -LF OF CONSTRUCT 1)0.00' -LF OF FORCE kAIN PIPE FORCE MAIN PIPE r 2+00 23+00 24+00 25+00 26+00 27+00 28+C TY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. • 1" = 4' File Some:130127-01 PRF Drawn: MJB PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer MAB Date: Sep. 30, 2014 Checked By. D' m me m DR 76 72 w to PLUG AND CAP EXISTING FORCEMAIN PER b� 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 W FO ADJUST SURVEY MONUMENT ENCASEMENT ,' GO WATER VALVE BOX ADJUSTMENT CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES Uj k 1 ���` \ \ Pn ,�° eeQFtg • \ �e �gg,��l � �g� �Q� ` SDMH 82? 23 poi L1�o1 gi ATE 1°'g�g�h� �g° hal 40 g• n��� 6�l CHAT LINK e41, ObT �Q �t1 1 1 c pW�6'�' (by til p�1 Gia n. Q`� ABANDON EXIST. SEWER Ve;��`O1� CHAT K FENCE &FILL WITH CLSM ��°o o'' \ �6� 110 ��161 �`1���� �o yon PER SPECS Gil 1� yyt. o o , oo0 O�gti�1 1`01 �. �1A 5` 40' 0' 40' �4 �Oti�s0�1 b °� �4 SCALE: 1 "= 40' CAAU/%z'17 !,71 LL EX. FORCE MAIN ABANDONMENT L- O QEtoFESSlpy� NGEL y JAY P �'po Fye c.0 m 0. 67700 _ 1 F OF OA%_`gQ Q.W 5080 CALIFORNIA AVE. SUITE 220 BY: BAKERSFIELD, CA 93309 TEL: (661) 616-2600 Q 111)616.5970 Quad Knopf WEBSITE: www.quadknopfcom Llj V PLAN AND PROFILE STA. 22+00 TO 28+00 SHEET NO. tY FAIRFAX FORCE MAIN PROJECT 5 OF 13 O 3 M N 0 0 0- N 0 i N N C m O 0 n E a a 0 N O M i n N M M O w 0 i A. R w Q o EV/ NS '} DORSET DRIVE No. DA TE 0i r-- h �. h EX 8"0 FORCE MAIN ao o -- -- _ ESCRIP TION CL LU C14TO BE ABANDONED IN PLACE 'l;i St'RVEY B./ (TYPICAL), i xi "' f tq o PT 17 ANGLE POINT ( )7� � 6 STA. 30+69.51, 31.991T NORTHING 2336129.85 r n� N ui ti f +-G 4' M 14 W W EASTING 6283617.60 1 F,•, RlW (END CURVE)i ,� 'ti ►� ; W 3 co � c 1 — — C• w • ` t Ri` -'= vJ ^ �r _ E_-------- - — `t E u� F — e c a G E — E W +o -�iY 5 ��J M .,© �, M — — ------------ (Tsy cv ��` ""`� {. ��'1c1 Y r �° `C ��� C�'• "N � y \„neo y .��? �v ''.�� `rya ,-- 43+oo - (12 rCoso) \ ��c (so) ((sn) (s�) (so>; ' Q 2• ` (12--i— (72"w)v(12•w) (12• w) (t2e(2 (12 O N — 3 :� 40 09 40 ra u> m d 3 M n �^. — tr 3 m m ROYAL COACH CIRCLE m m m m m SCALE: 1"= 40' w 7 7 7; led R E 74 74 73 73 72 2' SCALE. • 1 " = 40' CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE. 1" = 4' PUBLIC WORKS DEPARTMENT File Nome., 130127_01 PRF — R Job No.: E7Kl06 Date: Apr. 23, 2015 Engineer., MAB Checked By. CONSTRUCTION CENTERLINE 5 CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT C4 317.49' 2345.66' 7.76' 158.99 0 v - CONSTRUCTION CALLOUTS k AO INSTALL SANITARY SEWER FORCE MAIN W g CLEANOUT PER DETAIL 2 SHEET 11 PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM CAP EXISTING FORCEMAIN PER SPECIFICATIONS LU 0 CAP & ABANDON EXIST. FORCEMAIN IN PLACE oz AS DIRECTED BY OWNER'S REPRESENTATIVE O REPLACE TRAFFIC LOOP O ADJUST SURVEY MONUMENT ENCASEMENT O WATER VALVE BOX ADJUSTMENT I� HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES i vJ W rW 150 Q O �O QROf ESS 1p,�` U - \y���J�� pNGEt Uj * No. snao 1 A F pF CA1 11 B.� Y' 5080 CALIFORNIA AVE. SUITE 220 BAKERSFIELD, CA 93309 1 (� TEL: (661) 616-2600 Q AX.• (661) 616-5970 I Quad Knopf F WEBSITE www .quadknopfcom PLAN AND PROFILE STA. 28+00 TO 34+00 SHEET NO. FAIRFAX FORCE MAIN PROJECT� 60F13 /v SCALE. 1 " = 40' 77 7'76 77 M a 76 75 f�i 74 74 o 73 73 72 2 CITY OF —BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. 1" = 4' PUBLIC WORKS DEPARTMENT ,�zsRem. Da..js 9�l�if �ll%� File Name. 130127_01 PRF Job No.: E7K106 Date: Sep. 30, 2014 Dro wn: MJB Engineer: MAB Checked By.• X72 n• i ►,. 756 152 Et:] w U 136 '32 '28 W REVISIONS No. DA TE DESCRIPTION 1 / / 2 3 J \ \ EX. q PROFILL Ln \ FAIRFAX ROA of -^ z v- IN v 76$ 57 \ o -- - -- -- \ - --- \ n.. cn r \ \ Co - ---- ------- ------z � -------___ _..—.------ CONSTRUCT 8" DIA. DUCTILE IRON LIS[ \ pz o \ FORCE MAIN PIPE - -- ---- -- o-Cl- \ N � \ _� NO PIPE JOINTS ----- - ----- --- � - ----- -------- Y \IN \ FUMUL MAIN�Z \ \ r \ o H. APPROXIMATE LOCATION r Eff--TRfCAL f LINEIN, APPROXIMATE LOCATION \ r U \ \ APPROXIMATE LOCATIONOF STORM DRAIN APPROXIMATE' LOCATION r OF GRAVITY SEWER LINE CONSTRUCT 11.25' 8"0 F NGE BY FLANGE - E - O ---- --- -- - � 733. IN -- — WITH CON". THRUST BLOCK r CONSTRUCT 500' -LF OF CONSTRUCT 100' -LF OF 8" DUC7fLE IRON _ _ _ _ _ 8" DUC7fLE IRON r 8+00 29+00 30+00 31 +00 32+00 33+00 34+( CITY OF —BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. 1" = 4' PUBLIC WORKS DEPARTMENT ,�zsRem. Da..js 9�l�if �ll%� File Name. 130127_01 PRF Job No.: E7K106 Date: Sep. 30, 2014 Dro wn: MJB Engineer: MAB Checked By.• X72 n• i ►,. 756 152 Et:] w U 136 '32 '28 W REVISIONS No. DA TE DESCRIPTION 1 / / 2 3 40' 0' 40' SCALE: 1"= 40' CONSTRUCTION CENTERLINE CURVE TABLE NUMBER LENGTH RADIUS DELTA TANGENT 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 U CAP EXISTING FORCEMAIN PER SPECIFICATIONSry 0 DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE Q. EO REPLACE TRAFFIC LOOP F� ADJUST SURVEY MONUMENT ENCASEMENT o O WATER VALVE 80X ADJUSTMENT iz HJ CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES F� LL J LU S LL4 Q �o QROFESSlp� OkGELCz Fy til m 67700 9r civ F ap CA`�FO BY: vz 5080 CALIFORNIA AVE. SUITE 220 BAKERSFIELD, CA 93309 TEL: (661) 616-2600 15 FAX (661) 616-5970 z NQuad Knopf WEBSITE: www.quadknopfcom Uj U PLAN AND PROFILE STA. 28+00 TO 34f-00 SHEET NO. FAIRFAX FORCE MAIN PROJECT 6 OF I3 0 74 73 73 72 WA 72 71 71 70 70 70 3 ROYAL COACH CIRCLE PT 111 (PIPE ,FITTING) o a STA. 38+20.08, 31.90'LT. PT 110 (PIPE FITTING) NORTHING 2338734.67 STA. 37+20.90, 31.911T. 6EASTING, 6283373.14 0 "' NORTHING 2336654.75 ti'\" EASIING 6283431.87 �� C,nr _ o _ et f;. 100 ' i ie, �� O Cl F ml — — —I — — EX 8"0 FORCE MAIN 70' BE-ABAfiiDORED' I1777_1.� N N ) 3D (12-, N (12" W) ` Nv r7 R/W ri W N N N c) S v 1 � , �/♦ - - - -= - - - - M W to N t, O txi ? c j u- r> c�'O N 00 s4" u} O M ca s cn 1 3 �� ; n tri o c, w N u� rn W cc m r'i r� .n,. ;.a,�,,,:-,-..._.:.�..- -... :- .. _ -_ x..�-.,,z ._ .� r.,w ...,�.< _..-��. __ _ _ _ m.-�.-.r.�,a- �,gA-s, ,� ci��,�'� n � ' O, m ° ��� o „< S„ � y♦ ei. r S a t�F- LU 720 6 38 004ol J 41 +00 lb c\i CIA hc"I0 O U ? ,r) t N �. ,� r «r m u.... (SD} C� \ �(SD) Z^, (SD) (SD) ps (SD) — ft2" wL 1'w}- -- N t7 R/W ROYAL COACH CIRCLE SCALE. • 1 " = 40' "740 CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. 1" = 40' VERTICAL SCALE. • 1 " = 4' File Name: 130127_01 PRF - R PUBLIC WORKS DEPARTMENT Job No.: E7K106 Date: Apr. 23, 2015 DO#w243 1,V /B Engineer: MAB Checked By. M6 X32 m r24 DO X16 X12 r,. REVISIONS No. DA TE DESCRIPTION 1 0; �,_'.,'1 5 SU=?VEY RFI 2 3 4 e 40' 0' 40' SCALE: 1 "= 40' CONSTRUCTION CALLOUTS 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 D. CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE O REPLACE TRAFFIC LOOP F� ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT H� CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES 4ROFESS/p� ANGEL F it i F r+ No. 67700 >yl C / V i Q aF CA0, 700 40+00 5080 CALIFORNIA AVE. SUITE 220 BY: BAKERSFIELD, CA 93309 TEL: (661) 616-2600 FAX (661) 616-5970 Quad Knopf WEBSITE: www quadknopfcom PLAN AND PROFILE STA. 34+00 TO 40+00 SHEET NO. FAIRFAX FORCE MAIN PROJECT 7 OF 13 5 o_ o � o _INV. 733.62 - - CONSTRUCT 8" DIA. _- - DUCTILE IRON Z FORCE MAIN PIPE --PROF-IL FAIRFAX ROA "' - -- - — o� ' _F + (04- 00 -------- � 4 N 4. to ? o _ ATE o _ APPROXI --- - -- \ --LocaTro of 1 _WATER MAIN. _. _ - CTILE IRON PIPE END o , APPR D XIMATE H DNC:--THHUS GK z LOCATIONOF w _ -- -- STORM APPROXIMATE QCATION o v DRAIN OF ELECTRICAL LINE �.. MATE LOCAPON v� nE I INF, o H. - I -0.109 CONS RUCT 11.25' 8" 0_ "__ _ °p H. -__-_ DUCTILE IRON PIPE BEND E BEN � --- -- fT _s APPRO_XIM - TE LOCATION OF STORM -- DRAIN 10 APPROXIMATE LOCATION OF GRAVITY SEWER LINE CONSTRUCT 100' -LF OF -__ CONSTRUCT 500' -LF OF — — 8" DUC LE IRON 8" DUC ILE IRON _ - -- - _ - --- -- A Li 4+00 35+00 36+00 37+00 38+00 39+00 CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE. 1" = 40' VERTICAL SCALE. • 1 " = 4' File Name: 130127_01 PRF - R PUBLIC WORKS DEPARTMENT Job No.: E7K106 Date: Apr. 23, 2015 DO#w243 1,V /B Engineer: MAB Checked By. M6 X32 m r24 DO X16 X12 r,. REVISIONS No. DA TE DESCRIPTION 1 0; �,_'.,'1 5 SU=?VEY RFI 2 3 4 e 40' 0' 40' SCALE: 1 "= 40' CONSTRUCTION CALLOUTS 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 D. CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE O REPLACE TRAFFIC LOOP F� ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT H� CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES 4ROFESS/p� ANGEL F it i F r+ No. 67700 >yl C / V i Q aF CA0, 700 40+00 5080 CALIFORNIA AVE. SUITE 220 BY: BAKERSFIELD, CA 93309 TEL: (661) 616-2600 FAX (661) 616-5970 Quad Knopf WEBSITE: www quadknopfcom PLAN AND PROFILE STA. 34+00 TO 40+00 SHEET NO. FAIRFAX FORCE MAIN PROJECT 7 OF 13 5 a. a J A 0 (sD)t Now ssdimmoir—iiiiiii ui _- — fib.-- IAJ 7,p ------,-- �t^. d• -a -- _/ _ —1 kin 12' W) (12 W) a W)_ — (12• W) � w � � l . � OL 11 FAX. (661)616-5970 WEBSITE: www.quadknopfcom PLAN AND cn cn mm � _. m m FAIRFAX FORCE MAIN PROJECT 6 ,6 h n 7 OF I3 Q ^� I PT 111 (PIPE FITTING) m 'sy to cv -r `! N N �� �_ SD {S D) (SD) ti • M STA. 38+20.08, 31.901T. 00 N — (/0 z"'w � � � r• N NORTHING 2336734.67 u' N nu�o NNN 2 011 ti ° �ti n `- EASTIN�G 6283373.14 o 4 N n+ on m h Q ' W - o i E `n ll/1 E — — 3: loo— ._..- i -U N O R/W W A 0 (sD)t Now ssdimmoir—iiiiiii ui _- — fib.-- IAJ 7,p 74 73 73 !2 72 72 71 71 dEo 70 !0 3 PT 110 (PIPE FITTING) STA. 37+20.90, 31.91 'LT. NORTHING 2336654.75 FASTING 6283431.87 LO ------,-- �t^. d• -a -- _/ _ —1 kin 12' W) (12 W) a W)_ — (12• W) 74 73 73 !2 72 72 71 71 dEo 70 !0 3 PT 110 (PIPE FITTING) STA. 37+20.90, 31.91 'LT. NORTHING 2336654.75 FASTING 6283431.87 LO ------,-- �t^. d• U -- _/ _ —1 � /'fin _ Cb Cj 41 +1 T OO No. DATE , � w � � l . � OL 11 FAX. (661)616-5970 WEBSITE: www.quadknopfcom PLAN AND cn cn mm � _. m m 74 73 73 !2 72 72 71 71 dEo 70 !0 3 PT 110 (PIPE FITTING) STA. 37+20.90, 31.91 'LT. NORTHING 2336654.75 FASTING 6283431.87 LO V� Q d• U -- _/ _ —1 � /'fin _ Cb Cj 41 +1 T OO No. DATE , � w � � l . � Quad Knopf FAX. (661)616-5970 WEBSITE: www.quadknopfcom PLAN AND PROFILE STA. 34+00 TO 40+00 O i �- EX 8"0 FORCE MAIN ��,.�= BE"'A8A7TO1PET7 Ifo co �, rn N D) (12F (12" W) —moi ai ROYAL COACI- CIRCLE ��, 00 -- _/ _ —1 � /'fin _ Cb Cj 41 +1 T OO No. DATE , � w � � l . � Quad Knopf FAX. (661)616-5970 WEBSITE: www.quadknopfcom PLAN AND PROFILE STA. 34+00 TO 40+00 SHEET NO, FAIRFAX FORCE MAIN PROJECT 7 OF I3 I PT 111 (PIPE FITTING) SD N N �� �_ SD {S D) (SD) ti • M STA. 38+20.08, 31.901T. ti z"'w N NORTHING 2336734.67 u' nu�o NNN 2 011 ti ° �ti n `- EASTIN�G 6283373.14 o on 100 INV. 733 .62 loo— 3 i N O R/W W CONSTRUCT 8" DIA. IIA Uj CIS w DUCTILE IRON ----- o °p 7 FORCE MAIN PIPE CJ N O 1<-a�, 61 fh O lfy M c0 t[70 O cq N M IJJ O pMp {� N i �. Y FAIRFAX ROA m ar; C° Uj Q APPROXIMA, T17 4 U S t v S S ui r _ -Y� •� y('�/'� ° i! e Q (00 %2� 6 00 -- _/ _ —1 � /'fin _ Cb Cj 41 +1 T OO 5060 CALIFORNIA AVE. SUITE 220 BAKERSFIELD, CA 93309 TEL: (661) 616-2600 � w � � l . � Quad Knopf FAX. (661)616-5970 WEBSITE: www.quadknopfcom PLAN AND PROFILE STA. 34+00 TO 40+00 SHEET NO, FAIRFAX FORCE MAIN PROJECT 7 OF I3 I N on SD N N �� �_ SD {S D) (SD) SD z"'w (12'� w� nu�o NNN S rN o. / R/W ROYAL COACH CIRCLE SCALE. 1" = 40' M '740 (00 40+ 00 BY. 5060 CALIFORNIA AVE. SUITE 220 BAKERSFIELD, CA 93309 TEL: (661) 616-2600 � w � � l . � Quad Knopf FAX. (661)616-5970 WEBSITE: www.quadknopfcom PLAN AND PROFILE STA. 34+00 TO 40+00 SHEET NO, FAIRFAX FORCE MAIN PROJECT 7 OF I3 INV. 733 .62 i CONSTRUCT 8" DIA. w CIS DUCTILE IRON ----- o °p 7 FORCE MAIN PIPE 10+0 ' Y FAIRFAX ROA C° APPROXIMA, T17 •�• i_ r APPROXI ATE -� -- — ---JZ'-.WA,TE MAIN - D CTILE IRON PIPE 3END oo , 1 LOCAT N OF - -[ ----- - -- -- ---- -- + r� STORIv DRAIN APPR XIMAT WCATION OF ELECTRICAL LINE Z t1�lATE ---- -z-- OF CA-1�_LtNF r - - -0.10% n CONS RUCT 11.25' 8"0 - - DUCTILE IRON PIPE BEND H o psg APPROXIM TE LOCATION OF STORk, DRAIN �0 — APPROXIMATE LOCATION 1 ► Lj OF GRAVITY SEWER LINE A. CONSTRUCT 500' -LF OF CONSTRUCT 100' -LF OF r 8" DUC7fLE IRON 8" DUCTILE IRON — E-- -- --------- -- -- _ - -- --- --- ---- --FORC-E- 4+00 35+00 36+00 37+00 38+00 39+00 CITY Ole B.4KERSFiELD, CALIFORN/A PROFILE HORIZONTAL SCALE. • 1 " = 40' VERTICAL SCALE: 1" = 4' File Name:130127_01 PRF Drawn: MJB PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer: MAB Dote: Sep. 30, 2014 Checked By V p Irs m 1 r24 X20 X16 X12 REVISIONS DESCRIPTION 40' 0' 40' SCALE: 1"'= 40' CONSTRUCTION CALLOUTS A� INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 B. PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM CAP EXISTING FORCEMAIN PER SPECIFICATIONS D. CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE 0 REPLACE TRAFFIC LOOP FO ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES QROFESS/p�, OGEL F Jti� ��'o tic 6 9� C / V OF CAMEO 0 Uj U O 0 Q LL J W I,� W 0 0 Q O W �1 U Q a. Q V rX �i kl (00 40+ 00 BY. 5060 CALIFORNIA AVE. SUITE 220 BAKERSFIELD, CA 93309 TEL: (661) 616-2600 � w � � l . � Quad Knopf FAX. (661)616-5970 WEBSITE: www.quadknopfcom PLAN AND PROFILE STA. 34+00 TO 40+00 SHEET NO, FAIRFAX FORCE MAIN PROJECT 7 OF I3 0 Uj U O 0 Q LL J W I,� W 0 0 Q O W �1 U Q a. Q V rX �i kl rW , 71 71 70 70, 70 69 r • • & EX 8"0 FORCE MAIN R/W PLAN SCALE: 1 " = 40' I PAL feiN ic �-, if No. DA TE (PIPE FITTING) 0 0 +20.08, 31.90'LT. a' G 2336734.67 - ---- -- -- --- W Irl 6283373.14 0 O .�E O O O 1 n + LU rW , 71 71 70 70, 70 69 r • • & EX 8"0 FORCE MAIN R/W PLAN SCALE: 1 " = 40' I PAL feiN ic �-, if No. DA TE DESCRIPTION 1 / / 2 - ---- -- -- --- W Irl urn. N <! 4 .�E O 1 LU z NJ ui d r 04 s ui O s LU \z O _ ---- CONSTRUCT FORCE r —f 39+00 OQm ` ` M W �.. — — -- ?�i§-- ._.. Z— .._. ___. mum co �Q t0 (SD��c (SD) — r(SD) (SD) ^ rW , 71 71 70 70, 70 69 r • • & EX 8"0 FORCE MAIN R/W PLAN SCALE: 1 " = 40' I PAL feiN ic �-, if '720 No. DA TE DESCRIPTION 1 / / 2 - ---- -- -- --- W Irl urn. N <! 4 z46 O 1 ui d r '720 CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE. • 1" = 4' PUBLIC WORKS DEPARTMENT File Name:130127_01 PRF Drawn: MJB Job No.: E7K106 Engineer- MAB Date: Sep. 30, 2014 Checked By RM ME 112 01401 1)96 �Y 1= i84 RHVISIONS No. DA TE DESCRIPTION 1 / / 2 3 4 r ` ---- CONSTRUCT FORCE 8" DIA. DUCTILE IRON MAIN PIPE ` ` - r X PROT IL o AIRFAX-1 (APPROXIMI -- -- --- TE a --- r o SURFACE) ooLO ` . ` p — +ONLn M O O r V)oc . r .. 6g2 A2 - — -- - - -- ---- ---- - -- -- \N� -- EF CONSTRUCT 500' -LF OF CONSTRUCT 100' -LF OF 8" DUCTfLE FeR IRON AIN PIPE _ 8" DUCTILE F(9R6E MAIN IRON PIPE 0+00 41+00 42+00 43+00 44+00 45+00 46+( CITY OF BAKERSFIELD, CALIFORNIA PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE. • 1" = 4' PUBLIC WORKS DEPARTMENT File Name:130127_01 PRF Drawn: MJB Job No.: E7K106 Engineer- MAB Date: Sep. 30, 2014 Checked By RM ME 112 01401 1)96 �Y 1= i84 RHVISIONS No. DA TE DESCRIPTION 1 / / 2 3 4 40' 0' 40' SCALE: 1"= 40' CONSTRUCTION CALLOUTS A\ INSTALL SANITARY SEWER FORCE MAIN CLEANOUT PER DETAIL 2 SHEET 11 PLUG AND CAP EXISTING FORCEMAIN PER SPECIFICATIONS WITH CLSM EC CAP EXISTING FORCEMAIN PER SPECIFICATIONS DO. CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE E\ REPLACE TRAFFIC LOOP O ADJUST SURVEY MONUMENT ENCASEMENT WATER VALVE BOX ADJUSTMENT HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES 1)80 )0 IPA 5080 CALIFORNIA AVE. SUITE 220 BY: `BAKERSFIELD, CA 93309 TEL: (661) 616-2600 I 1,1)616-5970 Quad Knopf WEBS17E.• www.quadknopfcom PLAN AND PROFILE STA. 40+00 TO 46+00 SHEET N0. FAIRFAX FORCE MAIN PROJECT 8 OF 13 W r� V 7 CL 0 rXQ J LV I'� W Q 0 Lc Q LL LJ LU J J W J V CL CL 6 # * '01, 40' 0' 40' SCALE: 1 "= 40' 712- 701 70z. 70( 69( 694 m • • 67E 67" 4� PLAN- FAIRFAX ROAD SCALE. • 1 " = 40' "712 PROFILE- FAIRFAX ROAD HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. • 1" = 4' CONSTRUCT 11.25' BEND Gq,� 8x(682• CHAIN LINK FE CONNECT PROPOSED 8"0 DUCTILE IRON FORCE MAIN ELECPAN� 7.3 TO EX. PIPING IN VALVE BOX ELEC 6 7.42 C g 4 PER DETAIL 1 SHEET 11 - TC(687.54 RR�.62 STUB, CAP AND. TC(687.22. ABANDON EX. 52) C(6$6.a9) FORCE MAIN IN PLACE CHAIN LINK FF_NC,'E-- ggW(68�6.0( CONSTRUCT 8"0 —� DUCTILE IRON FORCE MAIN C(687.9 70 08 69 04 69 00 68 96 68 CONNECT PROPOSED 8"0 ---- DUCTILE IRON FORCE MAIN TO EX. PIPING IN VALVE BOX PER DETAIL I SHEET 11 92 68 88 67 84 67 80 66 76 66 ®2 66 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT gecorl �-rewwoyf 1//S& R/W 8SW(688.37) C(689.5A ,tsgg_O. P(68 I EJ(682. 9) EP(681 TO 681.82 FL 681.38) LIP(681.39) (682.33) EP(662.15) EPI683. -IFg3.04) 1 —L 1 I STA. 9+56.00, 0.00' SSFMCO #7 b y CONSTRUCT 90' BEND PER DETAIL 4 SHEET 11 � $� 1 +50 EP(684.74 i �L�tis tiL sr , 8� � -(911 X87.2 No. DA TE DESCRIPTION SGL' ���ess9 EP(68�"•70) + <51 {� 2 .. p 16,6� TC(6$$554.69� s�Qso 9 TC C(6 6.08 6.09) 65 6 o ' LIP(684.83) � RAW FL 6 LIP( 5.8g 546 85-59' EX 8"0 SEWER FORCE MAIN TOI BE Z ABANDONED IN PLACE __-4 — N (T)FCAL) 0 .15 'd + a; (6,,3 TC(68 EL(68 .66 TCS6 7.04) 6.52) r FLt LIP( 6.67 0) 0 N r I o �) IL APPROX. LOCATION EX. FORCE MAIN ._—.-_�..--...__ ____......_------- CONSTRUCT 8" DIA. — DUCTILE IRON FORCE MAIN PIPE --teONS -3 --ff OF " DUCTILE IRON -- --- - - FORCE MAIN PIPE EX. PROFILE r FAIRFAX ROAD IL 1APPR6AqMA TE a I+00 0+00 10+F APPROXIMATE LOCATIONJ O LINE CONSTRUCT 8" DIA. DUCTILE IRON FORCE MAIN PIPE o --- ,� ` H. O --- —OF GRAVITY EWER LINE APPROXIMATE LOCATION OF EX. FORCE MAIN TO APPROXIMATE OF fly PLACE STORM DRAINIf _ C° it li H. WY — APPROXIMATE a CONSTRLCT —LF OF -LOCATION OF GRAVITY SEWER LINE 8" D CTILE IRON FORCE MAIN PPE 3+00 47+00 48+00 49+00 50+00 50+5 PROFILE- FAIRFAX ROAD HORIZONTAL SCALE. • 1" = 40' VERTICAL SCALE. • 1" = 4' CONSTRUCT 11.25' BEND Gq,� 8x(682• CHAIN LINK FE CONNECT PROPOSED 8"0 DUCTILE IRON FORCE MAIN ELECPAN� 7.3 TO EX. PIPING IN VALVE BOX ELEC 6 7.42 C g 4 PER DETAIL 1 SHEET 11 - TC(687.54 RR�.62 STUB, CAP AND. TC(687.22. ABANDON EX. 52) C(6$6.a9) FORCE MAIN IN PLACE CHAIN LINK FF_NC,'E-- ggW(68�6.0( CONSTRUCT 8"0 —� DUCTILE IRON FORCE MAIN C(687.9 70 08 69 04 69 00 68 96 68 CONNECT PROPOSED 8"0 ---- DUCTILE IRON FORCE MAIN TO EX. PIPING IN VALVE BOX PER DETAIL I SHEET 11 92 68 88 67 84 67 80 66 76 66 ®2 66 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT gecorl �-rewwoyf 1//S& R/W 8SW(688.37) C(689.5A ,tsgg_O. P(68 I EJ(682. 9) EP(681 TO 681.82 FL 681.38) LIP(681.39) (682.33) EP(662.15) EPI683. -IFg3.04) 1 —L 1 I STA. 9+56.00, 0.00' SSFMCO #7 b y CONSTRUCT 90' BEND PER DETAIL 4 SHEET 11 � $� 1 +50 EP(684.74 i �L�tis tiL sr , 8� � -(911 X87.2 No. DA TE DESCRIPTION SGL' ���ess9 EP(68�"•70) + <51 {� 2 .. p 16,6� TC(6$$554.69� s�Qso 9 TC C(6 6.08 6.09) 65 6 o ' LIP(684.83) � RAW FL 6 LIP( 5.8g 546 85-59' EX 8"0 SEWER FORCE MAIN TOI BE Z ABANDONED IN PLACE __-4 — N (T)FCAL) 0 .15 'd + a; (6,,3 TC(68 EL(68 .66 TCS6 7.04) 6.52) LIP(68 .85 FLt LIP( 6.67 0) 0 N p 78) I o �) PLAN SIDE SEWER JI�fILC: l = `- L/ oQ i '700 PROFILE= SIDE SEWER i96 >92 ►80 76 i72 • sl el REVISIONS No. DA TE DESCRIPTION 2 3 65 � +o o Z __-4 — 'd + a; o o X PROFILE ALONG PIPE ALIGNMENT 0) 0 IL APPROX. LOCATION EX. FORCE MAIN ._—.-_�..--...__ ____......_------- CONSTRUCT 8" DIA. — DUCTILE IRON FORCE MAIN PIPE --teONS -3 --ff OF " DUCTILE IRON -- --- - - FORCE MAIN PIPE IL I+00 0+00 10+F PROFILE= SIDE SEWER i96 >92 ►80 76 i72 • sl el REVISIONS No. DA TE DESCRIPTION 2 3 4 HORIZONTAL SCALE. • 1" = 40' �• � _ % I VERTICAL SCALE. • 1" = 4' l-( Re Name: 130127_01 PRF Drawn: MJB PLAN AND PROFILE Job No.: E7K106 Engineer: MAB FAIRFAX FORCE MAIN PROJECT Date: Sep. 30, 2014 Checked By J) 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 W SPECIFICATIONS WITH CLSM CAP EXISTING FORCEMAIN PER SPECIFICATIONS Q. DO CAP & ABANDON EXIST. FORCEMAIN IN PLACE AS DIRECTED BY OWNER'S REPRESENTATIVE Z E� REPLACE TRAFFIC LOOP ADJUST SURVEY MONUMENT ENCASEMENT Q WATER VALVE BOX ADJUSTMENT HO CONSTRUCT CONC. SADDLE FOR EX. UTILITY LINES LL J 15 W W Q 0 �o QROFESS/p� �' ; p,NGEL Q9 � Fy W Z rn Cr N. 67700 F OF CAO W 5080 CALIFORNA AVE. SUITE 220 BY. BAKERSFIELD, CA 93309 TEL: (661) 616-2600 �Q 1,1)616-5970 ` Quad Knopf WEBSITE: www.quadknopfcom V SHEET NO. 90F73LL f 3 J 0 W W 7 i Z Q v1 J W W 0 oc s LL LU I� V Q 4 W Q 0 ' I REVISIONS No. DA TE DESCRIPTION CHEMICAL — CHEMICAL TANK TANK i I 2 3 2 1 — i 2 _ 4 i Pi WET VALVE i Pi WET VALVE VAULT —. XFRM VAULT — -� XFRM J P2 Q P2 w co m ELECTRIC I PANEL I CONTRACTOR TO FIELD VERIFY `� r ELECTRIC ALIGNMENT OF FORCEMAIN Q 4 LOCATION OF CONDUITS. (TYPICAL) m PANEL (, AT FINAL TIE—IN o z CL , N` 1 DRAIN SEWER WATER FROM EXISTING z 4 a +QD } Y�l FORCE MAIN AND ABANDON IN PLACE i CONTRACTOR TO FIELD VERIFY w w WITH A CAP ENCASED IN CONCRETE, ' a w �� LOCATION OF CONDUITS. (TYPICAAND 3 AFTER TIE—IN CONNECTION IS W 3 '"� COMPLETE REPLACE CHAIN LINK FENCE INSTALL TEMPORARY PLUG AS DIRECTED BY OWNER' IF REQUIRED. REPRESENTATIVE. � _— — --- T— W - EXIST. VAULT I W FENCE EXIST. ( i VAULT E E POST E E E 5 0 5 E _ SCALE: 1"= 5' Q 4 Q 4 a CONSTRUCTION CAL.LOUTS +s 3i 70 _ _ __ _ — _ _ __ _ _ —_ _ i —__ — — — —_ 1. SHUT OFF PUMP NUMBER 1 — _ —_ _ Q — — __ _ _ O2. MAINTAIN PUMP NUMBER 2 IN OPERATION UNTIL NEW FORCEMAIN �N� PROPOSED FORCE MAIN PROPOSED FORCE MAIN IS TESTED AND ACCEPTED SSMH (684.30) � 4 SSMH (684.30) I�� � O3. MAINTAIN EXISTING SEWER MAIN IN I OPERATION EXISTING FORCE MAIN 5 EXISTING FORCE MAIN I 5 ® TEMPORARY BY PASS SYSTEM WITH THRUST SUPPORTS AS REQUIRED (SEE DETAIL 3 SHEET 11) a I'd O5 MAINTAIN PLUG VALVE CLOSED UNTIL TRANSITION IS READY EXISTING GRAVITY SEWER I EXISTING GRAVITY SEWER LINE TO REMAIN AS IS. LINE TO REMAIN AS IS. PROTECT—IN—PLACE. PROTECT—IN—PLACE. E P I- SS — ss-- ss ss ss s ss ss ss B fi I g I SSMH (685.39) SSMH (685.39) I 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)— ---- -tss) I tss) (ss) — i FAI RFAX ROAD FAI RFAX ROAD OGEL 50100 50100 QNGEL Fy No.6noo I I s � v F aF- Al SFO BY: 5080 CALIFORNIA AVE SUITE 220 BAKERSFIELD, CA 93309 TEL: (661) 616-2600 1110 Quad Knopf WEBSIITTE.. www.qu, dknopfcom (j)FORCE : " _ MAIN WITH TEMPORARY BY—PASS SYSTEM SCALE. 1 5*FORCE ' MAIN AT FINAL TIE—IN SCALE: 1" = 5' CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name.- 130127 01 LS Drawn: MJB PLAN AND PROFILE/ n/ % SHEET NO. Job No.: E•7K106 Engineer. MAB 1 Lp I c� • 10 OF 13 Date: Sep. 30, 2014 Checked By. J)p 0 W W 7 i Z Q v1 J W W 0 oc s LL LU I� V Q 4 W Q 0 3 W 0 FLOW i FLOW REVS/ONS EX. PIPING A SSFMCO A No. DA TE DESCRIPTION F�_ T, ---- 8" SSFM ,—, -+— 8" SSFM REPLACE WITH NEW ,V PLUG VALVE FLOW — FLOW OUT, (TYPICAL OF 2) CAST IRON LID MARKED SCHEMATIC LAYOUT FLANGE ADAPTOR WITH RESTRAINED JOINT STATION AND OFFSET ®CENTER OF REPLACE IN KIND WITH . NOT TO SCALE 2 PER AWWA C508 BROOKS NO. 3 RT -12 PRESSURE CLEANOUT THREADED 3/4' NPT PRESSURE FLOW i FLOW FLANGED FITTING NOT.E2 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. (j)EX. VALVE BOX CONFIGURATION FOR TIE IN NTS *SEWER FORCE MAIN CLEANOUT (SSFMCO) AND PLUG VALVE (TYP) NTS SSFM NOTES: � B PLUG VALVE B O CLOSE EX. 8" PLUG VALVE -►--- 8" SSFM _ FLOW U2 TEMPORARILY REPLACE EX. CHECK VALVE WITH 90' SSFMCO 8" FLANGED DIP ELBOW. U3 CONNECT TEMPORARY PIPING TO FORCE MAIN SCHEMATIC LAYOUT CLEAN OUT SHOWN ON SHEET 9 AND INSTALL NOT TO SCALE CHECK VALVE ON BY-PASS PUMPING SYSTEM. BROOKS NO. 3 RT -12 SURFACE EXTENSION WITH CAST O4 OPEN EX. CHECK VALVE TO ALLOW EX FORCE MAIN __ IRON TRAFFIC COVER STATION AND OFFSET 0 CROSS TO DRAIN INTO WET WELL. CAST IRON LID MARKED "SEWER' PRECAST CONC. 24' ID MANHOLE O5 EX. 8" GATE VALVE TO REMAIN OPEN 5 8 WITH CAMLOCK BOLTS SHAFT WITH TRAFFIC RATED LID 4 MARKED "CLEAN OUT' O6 REPLACE EX. CHECK VALVE ONCE EX. 18" SQ. 4000 PSI CLASS "N' THREADED 3/4' NPT PRESSURE LINE IS DRAINED. CONCRETE PAD, 8" THICK RELIEF PORT FLOW BUND FLANGE O7 REMOVE TEMPORARY PIPING AFTER CHECK VALVE IS REPLACED. FINISH EDGE TO 1/7'R (TYP) ( SET CLASS "N' 4,000 PSI CONCRETE FLUSH ON PAVED AREAS O8 OPEN PLUG VALVES AFTER REPLACEMENT UPPER SECTION—THREADED TYPE CAST /LAI,11111" FINISH EDGE TO 1/2"R (TYP) OF CHECK VALVES. FLOW IRON VALVE BOX 0 6 0 EXTENSION ROD REQ'D WHERE DEPTH TO <,, •' 2 VALVE NUT IS GREATER THAN 24" 6' AB COMPACTED TO 90% RELATIVE PLUG VALVE SIZE & ENDS AS SPECIFIED DENSITY ON PAVED AREAS FLOW OR INDICATED ON PLANS i- MEGA -LUG FLANGE ADAPTOR WITH ~' ' 4000 PSI CONCRETE COLLAR RESTRAINED JOINT OR APPROVED EQUAL AGGREGATE BASE BACKFILL. 8" SS FORCE MAIN--- 45' BEND FITTING �0� PNc tFy PCC THRUST BLOCK 2 3 1 8 ( NOTES: SECTION B -B FLANGED VALVE BOLTED TO NO. 67700 7 � FLANGED FITTING /� P 1. WHERE VALVE IS BOLTED TO A FLANGED FITTING WITH qTF o I \Fo�`'� THRUST BLOCKING, REBARS MAY BE OMITTED. F CAL 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. LVA 5080 CALIFORNIA AVE. SUITE 220 3. CONSTRUCT CROSS WITH TWO PRESSURE, CLEANOUTS AND BY: BAKERSFIELD, CA 93309 PLUG VALVES PER THIS DETAIL WHERE INDICATED ON PLANS. TEL: (661) 616-2600 11 *EX VALVE BOX CONFIGURATION FOR TEMPORARY BYPASS NTS 4 SEWER FORCE MAIN CLEANOUT DETAIL AT ANGLE POINTS NTS Quad Knopf WEBSIITTE:6www.qu7adknopfcwm File Nome:130127 01 DET Drawn: MJB DETAILS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer. MAB 1 Date: . 30 14 Checked B : FAIRFAX FORCE MANN PROJECT I OF 3 Sep y 0 'I 2 3 EXISTING PRECAST CONC. 24' ID MANHOLE SHAFT WITH TRAFFIC RATED LID MARKED "CLEAN EX. PIPING EXISTING NEW FORCE FORCE F�_ T, MAIN MAIN REPLACE WITH NEW ,V PLUG VALVE PER AWWA C517 OUT, (TYPICAL OF 2) CAST IRON LID MARKED FLANGE ADAPTOR WITH RESTRAINED JOINT STATION AND OFFSET ®CENTER OF REPLACE IN KIND WITH . NEW CHECK VALVE PER AWWA C508 (TYPICAL OF 2) PRESSURE CLEANOUT FLANGED FITTING NOT.E2 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. (j)EX. VALVE BOX CONFIGURATION FOR TIE IN NTS *SEWER FORCE MAIN CLEANOUT (SSFMCO) AND PLUG VALVE (TYP) NTS SSFM NOTES: � B PLUG VALVE B O CLOSE EX. 8" PLUG VALVE -►--- 8" SSFM _ FLOW U2 TEMPORARILY REPLACE EX. CHECK VALVE WITH 90' SSFMCO 8" FLANGED DIP ELBOW. U3 CONNECT TEMPORARY PIPING TO FORCE MAIN SCHEMATIC LAYOUT CLEAN OUT SHOWN ON SHEET 9 AND INSTALL NOT TO SCALE CHECK VALVE ON BY-PASS PUMPING SYSTEM. BROOKS NO. 3 RT -12 SURFACE EXTENSION WITH CAST O4 OPEN EX. CHECK VALVE TO ALLOW EX FORCE MAIN __ IRON TRAFFIC COVER STATION AND OFFSET 0 CROSS TO DRAIN INTO WET WELL. CAST IRON LID MARKED "SEWER' PRECAST CONC. 24' ID MANHOLE O5 EX. 8" GATE VALVE TO REMAIN OPEN 5 8 WITH CAMLOCK BOLTS SHAFT WITH TRAFFIC RATED LID 4 MARKED "CLEAN OUT' O6 REPLACE EX. CHECK VALVE ONCE EX. 18" SQ. 4000 PSI CLASS "N' THREADED 3/4' NPT PRESSURE LINE IS DRAINED. CONCRETE PAD, 8" THICK RELIEF PORT FLOW BUND FLANGE O7 REMOVE TEMPORARY PIPING AFTER CHECK VALVE IS REPLACED. FINISH EDGE TO 1/7'R (TYP) ( SET CLASS "N' 4,000 PSI CONCRETE FLUSH ON PAVED AREAS O8 OPEN PLUG VALVES AFTER REPLACEMENT UPPER SECTION—THREADED TYPE CAST /LAI,11111" FINISH EDGE TO 1/2"R (TYP) OF CHECK VALVES. FLOW IRON VALVE BOX 0 6 0 EXTENSION ROD REQ'D WHERE DEPTH TO <,, •' 2 VALVE NUT IS GREATER THAN 24" 6' AB COMPACTED TO 90% RELATIVE PLUG VALVE SIZE & ENDS AS SPECIFIED DENSITY ON PAVED AREAS FLOW OR INDICATED ON PLANS i- MEGA -LUG FLANGE ADAPTOR WITH ~' ' 4000 PSI CONCRETE COLLAR RESTRAINED JOINT OR APPROVED EQUAL AGGREGATE BASE BACKFILL. 8" SS FORCE MAIN--- 45' BEND FITTING �0� PNc tFy PCC THRUST BLOCK 2 3 1 8 ( NOTES: SECTION B -B FLANGED VALVE BOLTED TO NO. 67700 7 � FLANGED FITTING /� P 1. WHERE VALVE IS BOLTED TO A FLANGED FITTING WITH qTF o I \Fo�`'� THRUST BLOCKING, REBARS MAY BE OMITTED. F CAL 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. LVA 5080 CALIFORNIA AVE. SUITE 220 3. CONSTRUCT CROSS WITH TWO PRESSURE, CLEANOUTS AND BY: BAKERSFIELD, CA 93309 PLUG VALVES PER THIS DETAIL WHERE INDICATED ON PLANS. TEL: (661) 616-2600 11 *EX VALVE BOX CONFIGURATION FOR TEMPORARY BYPASS NTS 4 SEWER FORCE MAIN CLEANOUT DETAIL AT ANGLE POINTS NTS Quad Knopf WEBSIITTE:6www.qu7adknopfcwm File Nome:130127 01 DET Drawn: MJB DETAILS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer. MAB 1 Date: . 30 14 Checked B : FAIRFAX FORCE MANN PROJECT I OF 3 Sep y 0 'I 2 3 EXISTING PRECAST CONC. 24' ID MANHOLE SHAFT WITH TRAFFIC RATED LID MARKED "CLEAN SURFACE EXTENSION WITH CAST IRON TRAFFIC COVER "SEWER' OUT, CAST IRON LID MARKED STATION AND OFFSET ®CENTER OF WITH CAMLOCK BOLTS PRESSURE CLEANOUT THREADED 3/4' NPT PRESSURE RELIEF PORT 18" SQ. 4000 PSI CLASS "A' BLIND FLANGE CONCRETE PAD, 6' THICK CONNECT PROPOSED SET CLASS "A' 4,000 PSI CONCRETE FORCE MEAN PIPING FLUSH ON PAVED AREAS FINISH EDGE TO 1 /Z' R (TYP) TO EXISTING FLANGE 36" f 2" IN VALVE VAULT 45' DUCTILE IRON FINISH EDGE TO 1 /2" R (TYP) PIPE BEND UPPER SECTION -THREADED TYPE CAST : �.. IRON VALVE BOX PROPOSED 6'0 R/I �, ••\%\% /r�/�� EXTENSION ROD REQ'D WHERE DUCnLE IRON FORCE MAIN PIPE 6' AB COMPACTED TO 90% RELATIVE DEPTH TO VALVE NUT IS GREATER DENSITY ON PAVED AREAS = y :c:. '=' '° +.: THAN 24" CLASS "A' 4,000 PSI CONCRETE COLLAR ' ` "" y. PLUG VALVE SIZE & ENDS AS AGGREGATE BASE BACKFILL''` �'°''�'�> `' LOWER SPECIFIED OR INDICATED ON PLANS SECTION MEGA -LUG FLANGE ADAPTOR WITH �� 9' WYE FITTING 8 SS FORCE MAIN 8" DIP SS RESTRAINED JOINT OR APPROVED FORCE MAIN EQUAL ---�- --- --- S' SS FORCE MAIN MEGA -LUG FLANGE ADAPTOR WITH -/r .'•::. �.' ' RESTRAINED JOINT OR APPROVED EQUAL PCC THRUST BLOCK FLANGED VALVE BOLTED TO -///4Z r% Ir)KI A -A FLANGED FITTING NOT.E2 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. (j)EX. VALVE BOX CONFIGURATION FOR TIE IN NTS *SEWER FORCE MAIN CLEANOUT (SSFMCO) AND PLUG VALVE (TYP) NTS SSFM NOTES: � B PLUG VALVE B O CLOSE EX. 8" PLUG VALVE -►--- 8" SSFM _ FLOW U2 TEMPORARILY REPLACE EX. CHECK VALVE WITH 90' SSFMCO 8" FLANGED DIP ELBOW. U3 CONNECT TEMPORARY PIPING TO FORCE MAIN SCHEMATIC LAYOUT CLEAN OUT SHOWN ON SHEET 9 AND INSTALL NOT TO SCALE CHECK VALVE ON BY-PASS PUMPING SYSTEM. BROOKS NO. 3 RT -12 SURFACE EXTENSION WITH CAST O4 OPEN EX. CHECK VALVE TO ALLOW EX FORCE MAIN __ IRON TRAFFIC COVER STATION AND OFFSET 0 CROSS TO DRAIN INTO WET WELL. CAST IRON LID MARKED "SEWER' PRECAST CONC. 24' ID MANHOLE O5 EX. 8" GATE VALVE TO REMAIN OPEN 5 8 WITH CAMLOCK BOLTS SHAFT WITH TRAFFIC RATED LID 4 MARKED "CLEAN OUT' O6 REPLACE EX. CHECK VALVE ONCE EX. 18" SQ. 4000 PSI CLASS "N' THREADED 3/4' NPT PRESSURE LINE IS DRAINED. CONCRETE PAD, 8" THICK RELIEF PORT FLOW BUND FLANGE O7 REMOVE TEMPORARY PIPING AFTER CHECK VALVE IS REPLACED. FINISH EDGE TO 1/7'R (TYP) ( SET CLASS "N' 4,000 PSI CONCRETE FLUSH ON PAVED AREAS O8 OPEN PLUG VALVES AFTER REPLACEMENT UPPER SECTION—THREADED TYPE CAST /LAI,11111" FINISH EDGE TO 1/2"R (TYP) OF CHECK VALVES. FLOW IRON VALVE BOX 0 6 0 EXTENSION ROD REQ'D WHERE DEPTH TO <,, •' 2 VALVE NUT IS GREATER THAN 24" 6' AB COMPACTED TO 90% RELATIVE PLUG VALVE SIZE & ENDS AS SPECIFIED DENSITY ON PAVED AREAS FLOW OR INDICATED ON PLANS i- MEGA -LUG FLANGE ADAPTOR WITH ~' ' 4000 PSI CONCRETE COLLAR RESTRAINED JOINT OR APPROVED EQUAL AGGREGATE BASE BACKFILL. 8" SS FORCE MAIN--- 45' BEND FITTING �0� PNc tFy PCC THRUST BLOCK 2 3 1 8 ( NOTES: SECTION B -B FLANGED VALVE BOLTED TO NO. 67700 7 � FLANGED FITTING /� P 1. WHERE VALVE IS BOLTED TO A FLANGED FITTING WITH qTF o I \Fo�`'� THRUST BLOCKING, REBARS MAY BE OMITTED. F CAL 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. LVA 5080 CALIFORNIA AVE. SUITE 220 3. CONSTRUCT CROSS WITH TWO PRESSURE, CLEANOUTS AND BY: BAKERSFIELD, CA 93309 PLUG VALVES PER THIS DETAIL WHERE INDICATED ON PLANS. TEL: (661) 616-2600 11 *EX VALVE BOX CONFIGURATION FOR TEMPORARY BYPASS NTS 4 SEWER FORCE MAIN CLEANOUT DETAIL AT ANGLE POINTS NTS Quad Knopf WEBSIITTE:6www.qu7adknopfcwm File Nome:130127 01 DET Drawn: MJB DETAILS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer. MAB 1 Date: . 30 14 Checked B : FAIRFAX FORCE MANN PROJECT I OF 3 Sep y 0 'I 2 3 J I PAVEMENT BASE BACKFILL IN PIPE ZONE \� COMPACTED TO 9090 RELATIVE COMPACTION. BACKFILL ,MATERIAL WITHIN THE PIPE ZONE TO CONFIRM TO NOTES 1, 2, AND 3. BACKFILL COMPACTED TO 95% 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 AREAS. FINISH GRADE * DEPTH VARIES DEPENDING ON THE WIDTH IN GREATEST TAMPING CLASS 1 BEDDING STREETS TRAFFIC INDEX (T./.). SEE TABLE W OR SLURRY G 1.0' WIDER 4" WIDER "B" BELOW BOTH SIDES BOTH SIDES 1.0' UP TO 2.0' 1.0' WIDER 6" WIDER END BOTH SIDES BOTH SIDES 2.0' 1.5' WIDER 12" WIDER OR MORE TR� FCLE �NDEX DEPTH 3'-0" 2,-0" 2'-0" 6" Backfill compacted to 907. relative compaction ZO-8.0 2.0(0.6M) 1--0-- j 3'-0" \ 1 1 '-0" 4'-6" 2'-0" 3'-0" PIPE 0. D. \\ UPPER LIMIT OF PIPE ZONE SHALL �\ a e S e 1 \ BE 1.0' (0.3m) ABOVE TOP OF PIPE BELL OR OUTSIDE DIAMETER OF PLAN AND PIPE <\ c n' ** FOR PUBLIC UTILITIES, ° \ / - CONSTRUCTION REQUIREMENTS ** AS PER THE PUBLIC UTILITIES v -9 \ 1, .. /i COMMISSION GENERAL ORDERS. \ 1 SACK SAND SLURRY HAUNCHING PIPE OR CONDUIT oma. CL 3"&4" SPRING LINE--� I 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 I 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. J. 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 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 IS PLACED. 7. FOR PAVEMENT PATCHES WITHIN PAVED AREAS, SEE STANDARD DRAWING ST -6 IN THIS DESIGN MANUAL. TAR/ 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 4" WIDER OR LESS BOTH SIDES BOTH SIDES 1.0' UP TO 2.0' 1.0' WIDER 6" WIDER END BOTH SIDES BOTH SIDES 2.0' 1.5' WIDER 12" WIDER OR MORE BOTH SIDES BOTH SIDES 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. ... "i ' ,1 11111�1 � :14MA I 1 • THRUST BLOCK DIMENSIONS - UPWARD THRUST PIPE 11 1/4' BEND 22 1/2' BEND REQUIRED BEARING AREA - TOTAL SQUARE FEET L W H G L W TYPE OF FITTING 90' BEND 45' BEND W 11 1/4' OR 22 1/2' BEND TEE OR DEAD END TEE WITH PLUG CROSS WITH PLUG 2'-0" 2'-0" IX 3'-0" 2,-0" 2'-0" 6" 8" 2'-0" 2'-0" 1--0-- 9" 3'-0" 1 2,-0"2'-0" 1 1 '-0" 4'-6" 2'-0" 3'-0" 6" <\ n' y-< .''•<\\\� :5-ftp\\�\ r \/.\/\ <�- \\ 77777\q 1, .. /i oma. CL 3"&4" 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. ... "i ' ,1 11111�1 � :14MA I 1 • 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" 1'-0" 9" 2,-0" 2'-0" 2'-0" 1'-0" 3'-0" 2,-0" 2'-0" 6" 8" 2'-0" 2'-0" 1--0-- 9" 3'-0" 1 2,-0"2'-0" 1 1 '-0" 4'-6" 2'-0" 3'-0" 6" I PLAN TAMP BACKFILL MATERIAL NO. 5 REBAR (2 REQ..) BETWEEN BLOCK AND PIPE EXPOSED REBAR COATED WITH ASPHALT PAINT WRAP FITTING WITH POLYETHYLENE WRAP Z 3" CLR: :. ELEVATION 3) THRUST BLOCKS AT VERTICAL BENDS NTS NTS REVISIONS No. DA TE DESCRIPTION 2 3 O QROFESS/0�,� NGEL J�v P CI,45 v 2 17700 F OF CALL A 5080 CALIFORNIA AVE. SUITE 220 BY: �� BAKERSF/ELD, CA 93309 TEL: (661) 616-2600 Quad Knopf FAX: (661) 616-5970 (j)TRENCH BACKFILL AND COMPACTION NTS WEBSITE: www.quadknopf.com File Name -130127_12 DET Drawn: MJB DETAILS SHEET NO. CITY OF SAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K106 Engineer: MAB Date: Sep. 30 14 Checked B : FAIRFAX FORCE MAIN PROJECT • �' / 12 OF 13 P � .Y 0 1 2 3 A REVISIONS 6" 6" 3 No. DATE DESCRIPTION 111111m. TRENCH WIDTH 1 SEWER FORCEMAIN -3\ co 4 2 v 1 1 v v v ......... . I- - .................. ................... ............. ............... ................. *.'.'.'.'.'. *.'.'. *. *.'.' *. /N\ P000000000 00000 0000000000 000000000 I �1000000000 0000000000- EXISTING A/C 0000000000-1000000000 ................. . .'. %'. . . ............. .... ]��' ' * '' * * *.'.'.'.*.'.*.*.*.'-'.. . .4 .............. ........... .......... ................... ........................................... 3 00000000000000000000 \\/ ......... ........ ....... .................... .0' CLASS 2 AGGREGATE BASE xi 2 -SACK C\lIII III= SAND SLURRY < 4< 0' BACKFILL COMPACTED TO 95% RELATIVE COMPACTION X 0. Jm) N X. . . . . . . . . . . 4' /& 7/\7 X\<' EXIST. UTILITY PIPE 6" BACKFILL PER DETAIL 1 TO BE USED WHERE "K' EQUALS 1.0' OR LESS. SHEET 12 A --ad CLASS "A" 4,000 PSI CONCRETE FOR PLASTIC PIPE INSTALLATION, SEWER FORCEMAIN SEE PLATE No. S-1 OR W-4. NOTES: 1. A.C. TO BE 1/2" MAX. SIZE AGGREGATE 2 J5 BARS 2. BACKFILL MATERIAL TO BE I 4 PLACED IN LAYERS; 8" LAYERS NOT TO SCALE OF PROPERLY MOISTENED MATERIAL T- 3. SURFACING TO BE TRIMMED EXTRA WIDTH AFTER TRENCH IS BACKFILLED AND CLASS 2 A.B. IS IN PLACE 4. ALL WORK TO CONFORM TO EX. LINE CALIF. DEPT. OF TRANS. STANDARD SPECIFICATIONS, CURRENT EDITION, AND AS 20" SHOWN ON THIS SHEET SECTION A -A BACKFILL REQUIREMENTS ON PAVED STREETS NTS *PIPE SADDLE DETAIL NTS RIM= 823.78 RIM= 823.78 imam!!= Na-p T T�L EX EXISTING SURFACE EXISTING SURFACE B EXISTING MANHOLE EXISTING MANHOLE POLYSOPRENE FLEXIBLE 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. FIN lit. PSX, KOR-N-SEAL OR APPROVED EQUAL. -I I" I 9P A SANITARY PIPELINE J IT -1 [ A = will CONSTRUCT 45* 8"0 DUCTILE IRON PIPE BEND WITH CONC. THRUST BLOCK PER PLAN EGL=819.78 77) INV.=819.75 5;H H WL=818.75 �NV.=817.88 4-.`n A 'I •POLYSOPRENE FLEXIBLE v 44 1= F- I IF INV.=817.83 B -.da ,I �E! plr�T I f1=16 r�-51 1 .1 .'.. I � ..� � I F- I �.l R�- li �I-11- r=T 191 WEDGE STYLE POSITIVE SEAL MANHOLE GASKET la?,oFESS/ OFESSI() IAGELj� POLYSOPRENE FLEXIBLE SECTION A -A SECTION B -B CONNECTOR WITH DOUBLE STAINLESS STEEL 'p Q> e WEDGE STYLE POSITIVE SEAL MANHOLE GASKET CLAMPS AND INNER BAND. cm NO. 677 M CONNECTOR WITH PSX, KOR-N-SEAL DOUBLE STAINLESS STEEL OR APPROVED EQUAL. V CLAMPS AND INNER BAND. OF cm -0 PSX, KOR-N-SEAL OR APPROVED EQUAL. MIA BY. iwwj 5080 CALIFORNIA AVE. SUITE 220 BAKERSFIELD, CA 93309 TEL: (661) 616-2600 Quad Knopf 11,616-5970 WEBSITE. www.quadknopf com *SEWER FLEXIBLE LINK MANHOLE CONNECTION NTS File Nome: I3012712 DET Drawn: MJB DETAILSSHEET NO. Job No.: E7KI06 Engineer MAB CRY (CD -11F -BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT FAIRFAX FORCE MAIN PROJECT / c 1J OF li I Pate: Sep. JO, 14 Pecked By UP i 2 3