HomeMy WebLinkAbout5.2-10406 ,:,EWER IMF'ROVEMENT F'LAN
GLE I fiDE/ S / P.
THE
GENERAL NO S FOR SE R
1' CO~"~:Lo'o~ 'LL TURNIP" ALL ~A~E~/AL~ 'OOL~, LABOr, EO~/P~E~A~O ~~'~711~q~ C~= t(Egl
CONFOPNIN~ TO CURRENT ASTN SPECIFICAtiON C-700 AND SHALL BE INSTALLED
IN CONFORMANCE ~TH THE PROZSIONS OF SECtiON 71 OF THE STANOAPD
CURRENT EDItiON AND THE CURRENT ASTM SPEC/F/CAtiONS C-12.
~TH COMPRESSION JO/NFS CONF~MING ~TH ~E CURRENT AS~ SPEC/F/CAF/ON
THE PIPE AND FITTINGS FOR 6" 8'~ 10" AND 12" SANITARY SE~R MA/NS MAY
BE PLAIN-END ~TH COMPRESSION COUPLINGS CONFORM/NO ~[H ~E CURRENT ASTM
SPEC/F/CAtiON C-425. EXCEP~NG THA~ A STAINLESS STEEL SHEAR PING AS ~
~ANUFAC~UREO BY M/SS/ON CLAY PPOOUCTS CORPORATION FOP THEIR "MAINLINE: , :, '
THE PIPE AND FITTINOS FON PNIVATE SANITARY SE~N HOUSE ON BUILDINO ~ ~ ~ '
LA~NALS MAY BE PLAIN-ENO ~ COWPRESSION COUPLINOS CONFONWINO ~TH THE
5 ABS PIPE INSTALLATION ~ ' ¢ SHEET NO. DESCRIPTION
WATENIALS: PIPE AND FITTINGS SHALL WEET rile NEOUINE~ENTS OF rile CUmENr ~ ' ~
HOWOGENEOUS FHROUOHOUT AND FREE FROW CRACKS. HOLES. FOREIGN INCLUSIONS~ COVER SHEET
OR OTHER INJURIOUS DEFECF~ F/TflNOS SHALL BE/NJECflON WOLDED AND2 SEWER PLAN
PER./SHALLBEINSrALLED/NLINEONNEWP'PEL/NESCUT-/NF/rflNOSA~ENOTFTED. '
JOINTS: USE ONLY SOL.PT ~LDED JOINT~ ~E ASSEMBLY OF JOINTS SHALL
BE IN ACCORDANCE ~ ~E WANUFAC~RER'S RECO~WENDATION~ ~ERE ABS ~ ~ ~
PIPE CONNECTS TO VCP. USE COUPUNGS APPRO~D BY ~E OTY OF BAKERSFIELD, , ~ ~ ~
/NSTALLATI~; PIPE AND FITtiNGS SHALL BE INSTALLED IN ACCORDANCE ~TH ,
THE CURRENT ASTM SPEC/F/CANON 0-2321. ONLY CLASS I, II AND III
EEBEDMENT ~A TER/AL S WLL BE CONSIDERED SUITABLE ~ ~
4. PVC PIPE INSTALLA T/ON ~'~ ~ ~
MAERIALS: PIPE AND F/fDNGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
HOMOGENEOUS ~ROUOHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS . , ~ ,~
~E CURRENT ASTW SPECIFICAtiON 0-2521. ONLY CLASS I, II AND III ~
E~BEDWENT WATEPIALS ~LL BE CONSIDERED SUITABLE Z'.: EXISTING MANHOLE
~. swsrE~ ~S~NO ~ ~ - /// / GRAPHIC SCALE
IN ACCORDANCE ~[H THE CITY OF BAKERSFIELD DESIGN MANUAL AND ~E o
RECOMMENDAtiON OF THE MANUFAC TU~EP.
6. EYE FITtiNGS SHALL BE USED FOP ALL LATERAL CONNECtiONS AND SHALL BE
ROTATED A WINIEUW OF 2J DEGREES ABO~ THE HORIZONTAL PLANE PUNNING ( TN FEET )
Z ALL SE~N S~BS SMALL BE CLOSED ~m A STANDAND PLAStiC PLUO, SOL ~NT ~LDED.
8. ALL MANHOLES SHALL BE CONSTRUCTED m ACCORDANCE mrH THE orY OF QUANtifiES
BAKE~SF/ELO STANDARD ORA~NgS S-7 ANO 5-8 AND SECtiON 70-LO2H ANO
7/-L07 OF THE STANOA~O SPEC/F/CAtiONS OF ~E STATE OF CALIFORNIA,t~ t t~mt /2"
DEPARTMENT OF TRANSPORTAtiON, CURRENT ED/T/ON. ~rV JJAD 1765 L.R = PVC SE~R
ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF 600 L.~ = 6" PVC SE~R
BAKERSFIELD STANDARD DRA~NG S-20 scole: 200'
8 : S~. ~ANHOLE
9. BACKFILL AND COmPACtiON OF ~ENCHES SHALL BE IN ACCORDANCE ~TH THE CITY
OF BAKERSFIELD STANDARD DRA~NG S~-9, EXCEPT AS NOTED ON PLAN~ 5 = S~. CLEANOUT
~0. COWPACflON TESTS ~LL BE ~E RESPONSIBILITY CONTRACTOR. THE NUMBER 2 : 1500 GAL. GREASE INTERCEPTOR
AND LOCAtiONS OF THE TESTS SHALL BE DE~RMINED BY ~E PROJECT ENGINEER. ~ ~ 2500 GAL. GREASE INTERCEPTOR
~1 ALL .EXISTING I~PRO~ENFS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES,
ETO) ~AT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR
REPLACED AS DIRECTED BY THE PROJECT ENGINEER.
~2. ALL EXIStiNG PA~NG AND SURFACING REMO~D, DAMAGED OR UNDERCUT SHALL BE ~
16. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR
FLEXIBLE PIPE BR/~HALL ROAD ~ ~/
~9. PRIOR TO THE START OF ANY PHASE OF OONSTRUOflON REOU~R~NO OTY ~NSPECflON, PROJECT ~ ~::
NOTICE NOr/FY ~EM BY CALLING 526-5049. ~ ~ c~o: ,~E~ O~.A~ ~:'"' ~ APPRO~D B~' / z
THE PROJECT ENGINEER SHALL BE Glen AT LEAST 24 HRS. NOTIC~ NOTIFY ~EM BY . ,..~ .:'/ R.C.E. 59880, REG. EXP. 12-5~-0t
CALLING 525-9474 ~' ~, '~ ..... ~ .......... ~'
21. PR/OR TO FINAL ACCEPTANCE, ALL SE~R LINES SHALL BE INSPECTED ~TH ~DEO EQUIPMENT ,'~'-'"'~" ..... STOC~DALE HIGHWAY
DESIGNED FOR ~/S PURPOS~ THE TELEVISION CAMERA SHALL HA~ ~E CAPABILITY OF ROTATING~
~60~ IN ORDER TO ~E~ AND RECORD THE TOP AND SIDES OF THE PIP~ AS REOU/RED. THE ~DEO
INSPECtiON SHALL BE ~TNESSED BY ~E OTY'S CONSTRUCtiON INSPECTOR, ~0 ~LL ALSO INITIAL
AND DA~ THE "CHAIN OF CUSTODY" FOR~. ~E SUBD/~DER SHALL IWWED/ATELY NOT/FY OTY OF
ANY PIPE LOCAtiONS REGALED 70 BE NOT IN COMPLIANCE ~FH ~E SPECIFICAflON~ A RECORDED n. t. s.
~DEO CASSETTE, THE COWPLEFED "CHAIN OF CUSTODY" FORW AND A ~ITTEN LOG(~tCH INCLUDES SE~R S~W IS PRIVA ~L Y WAINTAINED
DESIGNER:
BENCHWARK:
OF JE~TTA A~NUE AND BRIWHALL ROAD. ORATOR:
ELEVAtiON = 568.5~ SUBWI~D B~' - ~ SCALE-
UNAUTHORIZED CHANGES Grid USE~' THE ENGINEER PREPARING THESE PLANS CONS~UCflON CONTRACTOR AGREES THAT IN ACCORDANCE ~ GENERALLY ACCEPTED CONSTRUCtiON PRACTICES. CONSTRUCtiON WICHAEL ~LLA~~- ~ ~ ~ ~A~E CO~P NO:
~LL NOT BE RESPONSIBLE FOR. OR LIABLE FOR. UNAU~ORIZED CHANGES CONTRACTOR ~LL BE REOUIRED TO ASSUWE SOLE AND COWPLETE RESPONSIBILITY FOR JOB SITE CONDItiONS DURINO THE COURSE OF BENCHWARK: R. oz 562~4 (EXP 6.~0-00)
~o OR USES OF THESE PLANS. ALL CHANGES FO ~E PLANS WUSF BE IN CONSTRUCtiON OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTy' ~AT FH/S REOUIREWENT SHALL BE WADE TO CHISELED "+" TOP OF CONCRETE HEAD,ALL ~0'~ JOB NO.:
~GING AND WUST BE APPRO~D BY THE PREPARER OF THESE PLAN~ APPLY CONflNUOUSL Y AND NOT BE LIWIFED TO NORMAL WORKING HOURS. AND CONSTRUCtiON CON,ACTOR FURTHER AGREES TO DEFEND. SOU~EAST OF EAST OUARTER COR. SEC. 5L 29/2Z SHEET
INDEMNIFY AND HOLD DES/ON PROFESSIONAL HARWLESS FROM ANY AND ALL L/ABILtT~ REAL OR ALLEGED. /N CONNECtiON ~1~ THE ELEVAtiON = 57~.~5 (CITY OF BAKERSFIELD DA~m)
PERFORWANCE OF WORK ON THIS PROJEC~ EXCEPTING LIABILITY ARISING FROW THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
/
/NV: ]5.9 45~ IO" N S
1500 GAL GREASE INTERCEPTOR
/
.'SEE BLDG PLANS FOR DETAILS)//~.~/ .
/
/
I
I
/
/
I
I
/
/
OF SMH = J6~56
SW = 561.72
LATERAL STUB /2
INV SW = 566.00
.120 UNIT ASSISTED
FACILITY
7§,826 SO. FT...
20 L.F OF
6"P. VC. 0222%
1174 L.£ OF
6" P. VC. @ 0.42%
LATERAL STUB
SW = 566.20
PAD "B' ii L.F OF
FP = --6" P.I/.C 00.¢2%
142.05 L.F, OF
6" P. YCL @ 0.42%
S~H //5
TOP OF SMH = 370 40
INV SW = 562.96
/NY SE = 56306
INV NE = 565.06
PAD
160 BED SKILLED
.:.NURSING FACILITY_.
400 SO. FE7
LATERAL STUB /t5
IN~ SE = 565.50
52.00 L.£ OF
Z6" P.V.C. @
2L9 Ld: OF / //
6" °V.C. @ 429%~ /
.
\
16Z55 L.F OF
12"PFC ~ 0.20~
~H ~
TOP OF SMH = 569.22
/NV SW = 564.79
/N~ NE = 564.89
/NY NW = 564.89
/NV N = 564.89
2500 GAL GREASE INTERCEPTOR
(SEE BLDG. PLANS FOR DETAILS)
LA TERAL S TUB/$
SE= 566.5
/
SMH ~7
tOP OF S~H = ~69.70
INV SW = 565.49
/NY NE = 565.59
/5.00 L.F OF ~
~C. ~ 2.07%~
TOP OF SMH = 570.19
/NV SW = 566.09
/NY NW = 566. 19
/ TOP OF S/dH = 569.$9
~ 125.55 L.F OF '/NV SW = 564.55 BRIMHALL RD.
Iffy SE = 561.82
" '~ 8"P.V~ ~0.94%~ ~P /NV NE = 564.45
SITE
/
~ // ...~...~_..:.:._.. .....
CROSS VALLEY CANAL /~/ r'.-:]5 ......
x . /v = O00. UU ~..~ .~.~...~....L.4 -~.-.4--4~
~ ~1 ~ ~RE APARTMENT BUILDING~ ...... ~ .~.~ ....... L
~' [~ ~; ]/Z -~ ~ ,--~-4 ~-, ¢ * ~']:~'"~'~--~-~-'~ ~nnn ~nFT ;.~. '~ ~_ 'LATERAL STUB ff4 f ~" ~ SMH fi4
~,~.,~.j. ......... ,.- ~ ~ ~ ~ .... , ........ ~~= ~CINITY MAP
, ~ ; :-~-?.~ ...... ~--,--t .......... t-~-~.------, ~.-+-.~..' ..---~--4. 'L~ ........ /NV N - 565.00 ' ~ tOP OF SMH = 56912
~ '~'~ ,~ ...,....~ ......... ,..,...,..?........,....,, ........ ....~.,..~.... ,..~ ...... , ~.~ ...... . _ .
I.~...,..~.~.~__~...,....~..~, ni...~..~..~i..4~ ..,~= ~u. K ,~ ~ ~ ~ / IN~ NE= 56575
,
..... ~.~..~......~,~ ~ ~ ~~..~: .h..~.'.. L~...~. .i: ~ x ( ~ ]
TA .......... ~
CL S . 22+00.05, 75.39R~ A' ·
,~1~ ~ ~ ~ CL S~A. 22+00.05 65.39R~ r ~._J.~
~1 ,, ,, ~ ~ ~ ~ ~'".~ ' .'SEE BLD~ PLAN5 FOR DETAILS)
...%- o = ~o~o~ ~
~ ~ reACT ~0. 5836, SEWER StUB ['iT.~.~..~-I / ~ = PROPOSED GREASE TRAP
~EN~ EXIST ~6" ' '~.'~7'J~ ~ / ~ :: ....... EXISflN~ 5E~R LINE
............................................... ~,.~_~ .................. ~ ~ ~ ,t.~' = EX/STING SE~R MANHOLE
~ ,~" ............................................... ,.?_.._,, ................................................................................................... :-~ '-~ /'"' NOTE
.,,, .:~ ~ ~.' / ( IN F~r ) 2. PRIVAmY MAINTAINED SEWER SYSTE~.
-, ..... ~-' _,'' / ~ 1 inch = 60 ft.
......
.... " ~ ~LL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANOES TO CON.ACTOR ~LL BE REOUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS OURINO THE COURSE OF
CONSTRUCTION OF ~E PROJECT INCLUDINO SAFETY OF ALL PERSONS AND PROPERTy' THAT THIS REOUIREMENT SHALL ~E MADE
OR USES OF ~ESE PLANS. ALL CHANCES ~0 THE PLANS ~UST BE IN APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKINO HOURS, AND CONSTRUC~ON CONTRACTOR FURTHER AC~EES TO DEFEND.
~ITINO AND MUST ~E APPRO~O BY ~E PREPARER OF ~ESE PLANS. INDEMNIFY ANO HOLD OESICN PROFESSIONAL HARMLESS FRO~ ANY ANO ALL LIABILIT~ REAL OR A~LECEO. IN CONNECTION ~FH THE
PErFORmANCE OF WORK ON THIS PROJEC~ EXCEP~NO LIABILITY ARISINO FRO~ THE SO~E NECLIOENCE OF OESICN PROFESSIONAL
DA YE- 09-MAR-98
SCALE- /" = 60' 1.5
~ 96144SI44~.DWG