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CITY OF BAKER.. ERSFIELD
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LIST OF DRAWINGS DEPARTMENT OF PUBLIC W
3LIC WORKS
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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
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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 ^
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f o ~4 ra_e N , er,an i / / C S - SI )01n V O SI
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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
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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
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r 386 - - - - - - - - - - Tl-
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REV
- - 86.1 E W INV. -
34- T- -
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- - - 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
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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
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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.
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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
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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
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16 ? 15 14 I
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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
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- 08 F.
ILI-
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90
EXISTING GR ND PRO LE 390
1 C _ - ♦ _ _ _ -(A
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- - -
- -
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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.