Loading...
HomeMy WebLinkAboutTWESTTITL57002_SEWERLINE_PG1 N ~F CITY OF BAKER.. ERSFIELD t LIST OF DRAWINGS DEPARTMENT OF PUBLIC W 3LIC WORKS a Sheet 1 Title Sheet REHABILITATION OF 6-INCH SEWEI Sheet 2 Plan & Profile of Sewer Line 1 III SEWER LINES I Sheet 3 Plan & Profile of Sewer Line 2 IN EASEMENTS BOUNDED BY CEDAf CEDAR, DRAKE, Sheet 4 Plan & Profile of Sewer Line 3 SPRUCE AND LAWN STREETS; iEETS:, AND BETWEEN 1ST AND VERDE STRE )E STREETS REFERENCE TO CITY STANDARDS: EAST OF OLEANDER AVE. SACRAIOT,NTO y :R AVE. S- 8 S-20 CITY OF BAKERS FIELD' IFt SAN FRANCISCO FRESNO / a ! eDln_ - DM St Oft, sl a s~E\\ E , ff~ ,tn C. F T C~ ?aP m SI z 1 IMOnvow ~ i I' M Sl N \ \ TMMIt S r r Y , Fr ~G y/° ~F aft Kit Nvrt.• 1. W Is ..1 ' LOS ANGELES C, mm NOYrrAL i OJECT Mf "D AN f~~' ,,.I. ' •AO/Q/£ sr PROJECT WAI J i °t,£ ~.(Y / s,,►. ' 2~3 LOCATION T CATION .•ttlOA,AL 1„M L T NOtlliAI BERN SAN DIEW ^ Gan A.1 E " Y Val ~ arms A.# Ent o r t. Su. _ E. N Y V«I SC.r . J•11 qIr` • aLQ~~ . , _ f f L.neo~• J y _ t • H :r N' O S, Z f o ~4 ra_e N , er,an i / / C S - SI )01n V O SI H ' wr ]R.. . rt,., E s Y ?pln 5F m V C Sl ' < Ou n[y - ~ ~ ~ i I Mm SN"I Tnern« A.. I • y 7eln 4 11,1"*041 1. CONVENTIONAL SYMBOLS ,je N - T• F' Mtn Suhl Nda Apr r, Sr r t N STATE OF CALIFORNIA Sr [WW- In S s I t T i St SI p jj NT RE f r 9 -23rd I y'L•t, Q In 23, SECTION LINE LEVEE e,, Slra, n / r r 2' A 21 it SI - - Zane J \J J IYn. ,r... , Mp R J f I S/ SIr«1 G ~ milit! ill l lilt , 5 701n s1 7Om - 7011, .RIGHT-OF-WAY RAILROAD TRACKS z 1e In crNFRAL CENrAAL PAR. p~ . r , CONTRACTOR MUST POSSESS THE FOLLOWING a ~ rl $IrI Ir' Slr«1 fMll c f ~R CENTERLINE WALL - - / Ie M u sl ° 11 St r SIr«1 ' E tr` PS VALID LICENSES, Yry A~ 9; a t .,,.0 7,n .•.N - - .7 n o . SL. - - - - - EXISTING TOPO CULVERT y A•, J(N TU leln Y(Alr , In In 11'; I - - FENCE HEDGE R.-..I A` SnMr CNrr ra•r L'1yL, f o AO, so 41 GUARD RAIL E .S'OF 1~°~ sa«, " Svwl ,n C V 7 .irr r .S, Nip ~ + 1 Afasp, OOt LO C 1" Y r t< I ~I ,n N t ; , 0121 C-34 , Or C - 42 u' r O ~ sr * st Y AVE ' Park 0, j N - E 11 to S~Wfl Ave - Oran•F S, 1 = of r P ` E - trw m A" v « o ►4 • Cnm , " Fa.u S, 'i 9 M AI,A IfWNS - d : Apron CONTRACIOR i.'r I.'.. CONTACT THE U.S.A. LOCATOR SERVICE sN«I kltym tcN PH. 1-800-64 ),144 48 HOURS PRIOR TO EXCAVATION. \ co -4 a In O e $Iral UTILITY SYMBOLS 7 _ IrWNl Se 14100 n, K 1 S, 3 z ?a'. S I t " NuE E M M; I s, " PROJECT - ° 1 SI I In in E 6M UNION ^t It 1`1 A. v f L S" 'A:R - S n :All t ♦l SI AR ' » y : ; • " LOCATION a c r a /He .n ° In c L L A I I PAIIR{') IAN NA Pf i I Y...~ wlrs m r CI»gr PI ` Nk'a ~r'`` > Itn N r w - WATER LINE S- -SEWER LINE 3rd sr Slr 11.rtsq P1 ` rNl Y _ w N , frt wsoN p,1 A. a mi IF 0. /A N/GN CIA ~h! Kh GAS LINE o OIL LINE , <<~ N lnp r S` A T .a Let i = £ _ V0,4, N S J " •OQT° - 0•A Vltr OAA vrSr ~•'Nr fAt MONr , _ ° NrGNSCN > > N,n t<N APPROVED BY THE CITY m Si COUNCIL Uovo 1 6 ,ip BT BURIED TELEPHONE oo AERIAL WIRE ~'3 , ' a S,r v M AGEIa N~ N `K°8{ CABLE N . i AERIAL CABLE " " - / _ ! • ~ rn I S nq ti5,,, L / pod 71M ¢ - PoPl'lpulrp r«Al • w r.r 77 II I• Agcn~ °1r°w «raq • Nv ) - = Terrace M.H. F.H. Jn«rr» - flv l~ Wwl C c 3 rtl' d fE, , - S. •,..D = tar ou w • cro. SI CITY CLER r ,•a 1 rf••• 1 w, S A ROUTING - REQUEST MANHOLE .o- FIRE HYDRANT »I Dr I. _I A /r I L SATE 10/ Plssss rlNasa r • •M r R lE J* ,,G- XC /t 601. N GN uNrt _ _ - J/ : ❑ READ To I l ~If1 " rF t«,~. . `tC w 3 ~ ~ nt T.nrf ° w .A N6Nj('N } • w~ in 4 I [1Fr ' ' ••4-l P. P. W. M. ~ ~ «.I _ a ea,MT.rrap N,NTar pO ]r ^i1 • d d •r ❑ HANDLE f POWER POLE 0 WATER METER KE„N couwrY T r a ne Ln ° q Is ■ EXISTING MONUMENT ® V WATER VALVE o minow APPROV. ,d COON7r 11 APPROVE ` ' rOOY y„ 7 C ' and ❑ FORWARD v~ ?RpFESSIp ❑ RETURN G.M. L❑CATI❑N MAP P ~~~FO ~yCBLIC WOI ❑ KEEP OR DISCARD s h C( Oo`~ _ ❑ REVIEW WITH ME / o FUTURE MONUMENT ® GAS METER C~ ARTHUR LEE MO ORE r, i From C'vvu~-,F NnT Tn Crw P, uj No. 23121 rn Date - , G. V. * Exp. 12-31-93 STREET LIGHT 0 GAS VALVE C L1 ~~qTF ClV41 PROJECT LENGTH: OF CAl DESIGN ~F T H ,f/ r1y1-iz R.C.E. 23ENrGItfER 121 DSK. #26 EXPIRES DECEMBER, 1993 2707 r Coas7tcr/Y.ni sa~aQ.wTi!mo4 v. File Name, ✓ESTTITL Job No. 57002 Q REHABILITATION OF 6-INCH SEWER LINES IN NO P~^^ -T EASEMENTS BOUNDED BY CEDAR, DRAKE, F - ~5 91 SPRUCE AND LAWN STREETS; AND BETWEEN J 1~ AND VERDE STREETS EAST OF OLEANDER AVE. SHL TS ~~~SItS. ~.g~..i~^..f~.+l ~ _ .....l~:S.^~ta~l'_.. .n:.Ai~~'~~~y,y~~ ~~~~vv..,, ~~c . • ~ ~i.-6.~~1.,~ i. ~'~i n[ yh'f~.~~~ ~ '+~•>Ai~,aq•r!++. ~i.k tgti. :l.c.r.,i~i`::...:a.' _....,.,~.ci<a Y.l:w' ~.F > In m M p O c m N C c m 3 r d n d D ~Fl m 5F m o o Co 0M C Dm ID o c CD m c O -n -n< CD am a -4 Un) r- o m j 't 41 0 ~U) cG) ma N H y ~Y d ID a, '°,0 m z~ m~ N O m v0, ° (f) to m r. v m U) =lr m Y Ap 3 m 3 = ~ 7n m 70;K :33 oT pOi . O eo 5 N CD . z d 'm m CD 0 m 3 1 c£c ° P~ ID PL W PL ~ 0 =r m m N (D T o o ~ -I D Z CD 3 w 0 n ' Z W ~i n co (o C m t c o 0 t ~ < n 3 m j 4\ r 3 0 D m c D D L m n 7 D. 7 C 7. d E d 3 d ~ m m m m to CD CD V I'. t.-IVY !3$fl'{ ,q 1i ~ tf 11. I.,t r 1 t r .v t.,'F r. -7 1w 77 - ~ ~ ;r I fit ipp.. J tr. V-:.'. _ QROFESS/pyq~ tic THIS IS A RECORD DRAWING ARTHUR LEE MOORE yn REVISED DATE-. Feb. 24, 1991 REGISTERED IVIL ENGINEER No. 23121 Exp. 12-31-93 CORRECTIONS WERE MADE TO THIS PLAN EXCAVATE[ EXCAVATED STA. 14+41 AT SCALE: HORZ. 1"=50' AS PER FIELD INSPECTION. SEWER MA SEWER MAIN TRIMMED 2-1/4 VERT. 1"=2' CITY OF BAKERSFIELD ~ , h 501 TRUXTUN AVE. '9TF CIVIL STEEL DRA STEEL DRAIN LINE. 1 CALF BAKERSFIELD, CA 93301 w BANK STREET NOTES TO CONTRACTOR: , J ~c EXCAVATED FROM STA. 8+68 0 STA. +78 +78 1. LOCATION OF ALL LATERALS SHALL BE VERIFIED BY THE elf TO S WE MAN CUT OUT PORTIONS OF TWO iF TWO z CONTRACTOR IN THE FIELD. 0 8 I 8 GIN CONST. LINE #1 o w 1-5 G. S. FENCE LIN POSTS. ! 8 END CONST. LINE #1 2. CONTRACTOR SHALL VERIFY WHICH SEWER LATERALS ARE ACTIVE, S -A. 5+44 cn STA. ,10+00 t STA. 14+51 IF REQUIRED TO EXCAVATE THE LATERAL. OTHERWISE, ALL ) co M.H. #2 ~ - FM,H t C.O. #1A LATERALS SHALL BE OPENED UPON COMPLETION OF INSTALLATI N 2 3 4 7 6 5 4 0 :3 (D 2 0O d N 0) Ln co It to 4 05 6 7 a OF CURED-IN-PLACE THERMOSETTING PIPE. CL d t 3. CONTRACTOR SHALL MAINTAIN EXISTING SEWER SERVICE. -d- 0 1 I i rn 0V) K rn w ~r° + + + + ~ ,°n' r °N° t I t REHABILITATION SHALL BE PERFORMED WITH MIN. DISTURBANCE + + + + + + + t I TO THE RESIDENTS. > O O N N 00 9 i + c+o r } r co N + rn rn 57< w N N t N M W 4. CONTRACTOR SHALL ESTABLISH AND MAINTAIN SEWER BYPASS o- m - - - - r ^ Q F¢ F¢- r¢- F¢- F- Q Q Q Q Q Q t TREPLACED AY Y' DURING CONSTRUCTION. - I ~ ~ Q F¢- = H FQ F- F¢- ~ ¢ ~ ~ ~ t WITH SDR 3 Y. ( 5. CONTRACTOR SHALL USE CURED-IN-PLACE THERMOSETTING - - - - - -01 - - - - _ _ _ - ____I PIPE TO REHABILITATE EXISTING 6" SEWER LINE AS - _ _t_ _ _ _ - _I - _ - - - - - - - - - - - 10 DIRECTED BY THE ENGINEER. r, 1Q I - - - cta I r p SEAL REHABILITATED LINE 6. CONTRACTOR SHALL REMOVE AND REPLACE ALL LATERALS st rn (m ~ 1r) 000 r7 w (c) + Lyi r-- 00 C14 crv ° o r N INTO EXISTING _CLEAN OUT. r M + + + + + + + + + + + + Z ~j + + N N + + + + + - PROTRUDING INTO SEWER LINES AS DIRECTED BY THE ENGINEER J o SEAL REHABILITATED I 'n (j) `O ca co r r w ao° 0) _j REMOVAL OF PROTRUDING LATERALS AND OBJECTS BY OTHER LINE INTO EXISTING d Q d a a d a s a d~ a ° 0 d ¢ d d Q a I METHODS (I.E., FROM INSIDE THE 6-INCH DIAMETER LINE) WILL C W I MANHOLE. I H F- F F- ~ I F- F- I F-0 F- I w Z I ¢ F- F F- F- F- ~ ~ ~ ~ 1 1 I t BE ALLOWED. REMOVAL SHALL BE VERIFIED BY VIDEO PRIOR T o x 1 I 11 I cn Z V) N z V) w Of I 1 I v~i Z V) U) N N THE INSTALLATION OF CURED-IN-PLACE THERMOSETTING PIPE.) r xw 1 O 0 O I :-1 O O 1 7. CONTRACTOR SHALL REMOVE ALL OBJECTS PROTRUDING INTO THE SEWER LINES INCLUDING PIPES AND TREE ROOTS 6 < C ? V:D 30 < ) m 1- 16 15 14 13 t AND REMOVE ALL BLOCKAGES SUCH AS CREATED BY r -I 13 14 150 16~ I 1 T ~ 18 + 19 w x 19 18 f17 16 t GREASE ETC. o O0 ww o 12 12 I o or d Q 0 d 8. CONTRACTOR SHALL REVIEW TV INSPECTION LOG SHEETS z x I vwi z t FOR ALL SEWER LINES TO BE REHABILITATED PRIOR TO COMMENCEMENT OF THE WORK AND SHALL CORRECT ALL PROBLEMS AS TABULATED IN THE LOG SHEETS. (ONLY REHABILITATE 907 L.F. 2ND STREET MAJOR OBSTACLES AND PROTRUSIONS ARE SHOWN ON THE 6 SEWER LINE THE PLAN) BENCH MARK: LEVEL LOOP FROM BK. 4L PG. 21-24, OBSTACLES HORIZ. CONT. FROM F.B. 89B PG. 58-60 SEWER LINE No. 1 LATERAL CONNECTIONS & MAJOR OBSTAC. REF. TO JOB 3-19-90 F.B. 101 PG. 55-59 "0" AT TOP OF CURB N.E. RETURN OLEANDER ST. AND BANK ST. ELEV.=390.55 5 6 7 8 9 10 11 12 12 13 14 15 _ I - - I - _ - - W-R- - - - - - - mill 1 - - - o - - - - - - - - - - - - - - - - w - - - - - - - - - - x - EXIS ING ROll D P i ING ROU D P OFIL _ - - - _ _ _ - - - - - 39 - - - i - - - - 38 r 386 - - - - - - - - - - Tl- -0.~2% - - - - - - - - - - I I - F - _0.2 - - I - - - - _ 38 g I 0 - - - - 2--W-. - - - - - REV - - 86.1 E W INV. - 34- T- - T - - - 334.37 E. 1 V. - - EXI 171NG 16" SFiWER CLINE 1NITHI 10' WIDE EASF - - MEN 38 - - - -=-E EV. - , - . - - - - - - - ry. Nu+ V-CKM .7r Ne $707 4 v'.-4 t PLAN PNOHLE LAB. 1N I'MWILE LA. S. NO. IOOON 1 1000 N 1 CLE AlwmNI PAPER CO. tMLRWILLE. CA R 00.. t MLR W IEEL. CA. Q?,pF ESS f pyq THIS IS A RECORD DRAWING 4D DRAWING ~~QFO e Feb. 24, 1991 ARTHUR LEE MOORE m REVISED DATE: Feb. 24, REGISTERED IVIL ENGINEER No. 23121 CORRECTIONS WERE MADE TO THIS ERE MADE TO THIS PLAN * Exp. 12-31-93 AS PER RELD INSPECTION. JSPECTI ON. CITY OF BAKERSFIELD `J; V- 1501 TRUXTUN AVE. 9T CIV1L F OF C - - - - - BAKERSFIELD, CA 93301 REPLACED SEWER MAIN AND 2ND STREET - STAN 10+00 REMOVED ROOTS AND GREASE. M. H. #3 I W to cn z I zz z o o ' z (O O cn I 8 8 I 07 6 5( -j 71 cr- 4 Z)5 6 7 ~ I 4 3 V) C112 1 1 2 3 4 x I BEGIN CONST. STA. 5+501 0 3w Q E--4 Lli (o LINE 2 7j z W X N V) I W 0 o END CONIST. LINE #2 Fn p x V) M. H. W I I <V) w IwW (o ao io N to o co Q, rn rn I STA. 14+55 M N L0 m 0 0) n N N I I ((o (D + p + N ± a) 7) 1 g I I w X J Mof 0 m O~ N + + + i C.O. PA SEE NOTES TO CONTRACTOR, SHEET 2 OF 4. N N to 9 I UiW O +0< + + U + + + + + + + O O N N _ (o Y (D r- } Z m r00 00 00 00 rn rn r , Z > f- m - 1 QO Q <oo Q Q Q Ln Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q F- Q Q Q F- I k W Z- F- W J F- F- W X F- IF- F- F- F- F- F- F- F- F- F- F- F- F- V)_ m 2 W N REPLACED CLAY Y - - - - - - - - - - - - - - - - - - IT - - WITHo SDR 35 Y. Ih - - - - - - - IT - - - - - - - 7 I - - - - - - - - - 111 SCALE: HORZ. 1"=50' 10 1 - - - - - - - - - - - -j - --j- - - j- - - - N Lo r- 0) 0 r_, I , N r ao 00 It (n --t r- It C ° C I (o (D (O (o 00 00 0+0 00 0) W 44 O+ + + + + N N It Lo 0, It rl ~ i SEAL REHABILITATED LINE VERT. lm=2' M M M M i INTO A . N N OUT I G Q 1 I z_ W i ^G I H H rQ- Fa- fa F- Ia- ~ ~ I J O I FQ- IQ a 1Q H IQ- ° m I I (n N N V) cn to N N Lf) ° Z cn (n V) VI V) (n (n F- U) N (n N cn to Z I pO I 11 I Q O O O Q~ F- O 1 s < m C) Y cn fn (n r U 7) Z) D CO Z V) - - D O IY f-t f I m I Q 1= 16 15 O0 14 13 I y I 13 m 14 ~ 25 16 ~ 17 ~8 19 w X I 19 18 17 16 12 a z z 1 12 1 ~ a d 0- W o'W i I w = QO 1 W wn ( z i REHABILITATE 905 L.F. 6" SEWER LINE. - - - - ---VERDE STREET SEWER LINE NO. 2 LATERAL CONNECTIONS & MAJOR 0£STACLES I CLES 2 13 15 7 >2 I 77 SE R ONE 2 05 F, - - O - - - TEE 90, - - q9o LIZ - 3ga m - - -7' - ~ - - - - - - ° - - - - ill m d fit qRR 6:7 W - - - aw- G. z 0 W. IN - Ft Ft V. R4 - 3 3.96 E. IN XIS NGAT- SE ~ L NE THIN W F E SEME - - - - EF r" RIIRrw mmgvm jw w- 57Etl SEWER REPLACEMENT SHEET NO. 3 OF 4 PLATE 1 PLAN PROFILE CA. 6. i PROFILE F A A. NO. Iwo N.I ~ MON I - CLEARPRINI PAPER CO.. EMERYVILLE, CA. CO.. EMERWILLE, CA. P ' / E t h . Fn. vnny.. e..y~ wwne A l..yr.~:e... ....`!+rr °w r 4 1 - 1S- v. t I.A. s QROf ESS/p~ THIS IS A RECORD DRAWN RECORD DRAWING yQ~~ Fyc REVISED DATE: Feb. )ATE: Feb. 24,1991 ARTHUR LEE MOORE M a REGISTERED VI ENGINEER No. 23121 CORRECTIONS WERE MADE )NS WERE MADE TO THIS PLAN * Exp. 12-31-93 * v AS PER FIELD INSPECTION. IELD INSPECTION. CITY OF BAKERSFIELD ~P 1501 TRUXTUN AVE. CIVIL - - - BAKERSFIELD, CA 93301 OF CAI-\F VERDE S REST BEGIN AST. LINE #3 I x ~ STA. 5+47 I Q o o STA. 0+00 Of M. H. #6 { 0 0 o Q z I END CONST. LINE #3 STA. 14+55 I M H. #5 J w o I C.O. #3A 7 6 ~ 5 3 2 1 00 0 0 o 01 2 3 4 0 6 7 I - 4 50_ o: a I W I o a n_ F- co O O O~ O)O) M N O n N O 't 00 M r7 N N cD r ao I 1 ~ 1 9 I 00 r7 It 00 It LO N It N It I un to (D N r7 d + + + + + 1 + 0 + + + V! W co W n r- 00 00 000 V. 1 0 00 r x r W I d ad a aQ SEE NOTES TO CONTRACTOR, SHEET 2 OF 4. Q Q w d a d ~ ddQ d a a d I I 10 - I, n 00 cli ff) 0)0 LO Ln (N r+ r+. r+. CO 00 SEAL REHABILITATED I SCALE: HORZ. 1 *=50' + 'It Lo (0 m q SEAL REHABILITATED I +n + + rn w w + + ± + + + N N N `t to (o o N ° co cv INTO EXISTING CLEAN VERT 1"=2' 44 LINE INTO EXISTING J I a d Q d Q c~ Q d Q a d d _j O o N N N M M M n I OUT. J 0 0 ~ N 1MANHOLE. I r- F- Z I- F O Q `t a a x I I 11 I rn cn N N o V) ~ V) V) N ° Z I H r m d I (9 C9 I Q Q (n 1 ul V) VI V) N V) N 1 Rq N V) N w ~ N 0 V) I 11 1 I 1 e Q _Z z 0 1 I z J Z a< 13 :314 a-16 17 18 19 mm z 19 X18 17 16 0 Z 16 ? 15 14 I e g I O ~w o 12 o_ a o CL I 3 J o a Q wZ j V) REHABITILITATE 908 L.F. - 6" SEWER LINE >ST STREET SEWER LINE No. 3 LATERAL CONNECTIONS & MAJOR OBSTACLES ACLES (ALTERNATE "A NOT AWARDED ~c 12 ---~-T- 1.5 77 - 5E 6iE- - 08 F. ILI- I i LA _ I 90 EXISTING GR ND PRO LE 390 1 C _ - ♦ _ _ _ -(A 388 - - - - - - -  5 \,184.97 - & - - - - - ELEV - ELE &4 E.1 INV, - - - - - - t1~ R i11€= TH] 10 OF- E SEAS NT. 384 - -l E - - - 384 EE. IVM nncw la aan SEWR REPLACEMENT SHEET NO. 4 OF 4 PtAIE I PUN PROFILE P Ai. NO 1000 N- I ERE . i AS f• CIEARPRINI PAPER CO.. ENIERMLLE. CA. EMIRMLLE. CA.