HomeMy WebLinkAbout1.2-6454 Record DrawingGENERAL NOTES
1. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS JEPARTMIENT FOR
ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION
AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE
RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BTIRE
1LDING PERMIT.
2. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.) THAT REMOVED,
DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER.
3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED I
ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6.
4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT
SHALL BE GIVEN 24 HOURS NOTICE (PHONE: 326-3049) FOR TESTING AND INSPECTION.
5. DEWALT CORPORATION SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES
OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY DEWALT CORPORATION.
6. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE
NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
7. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING FACILITIES, THE CONTRACTOR SHALL, PRIOR TO
BEGINNING CONSTRUCTION, VERIFY THE LOCATION (HORIZONTAL AND VERTICAL), SIZE AND TYPE OF THE
EXISTING FACILITY. SHOULD THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT SHOWN ON THE
PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES.
8. UNDERGROUND FACILITIES KNOWN TO EXIST ARE SHOWN ON THE PLANS BASED ON AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTECTION AND REPAIR (IF
DAMAGED DURING CONSTRUCTION) OF SAID FACILITIES. SHOULD UNDERGROUND FACILITIES BE ENCOUNTERED
WHICH ARE NOT SHOWN ON THE PLANS OR DEVIATE FROM THE LOCATION SHOWN, THE CONTRACTOR SHALL
PROMPTLY NOTIFY THE OWNER OF THAT FACILITY (IF APPROPRIATE) AND THE ENGINEER FOR PO SIBLE
DESIGN CHANGES.
9. 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICES ALERT (1-800-227-2600) AND ARRANGE FOR FIELD LOCATION OF ALL EXISTING UND RGROUND
FACILITIES.
10. T'1E FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESEPLANS:
SW -1 SEWER LATERAL MARKER S-12 STANDARD CATCH BASIN
ST -6 PAVEMENT PATCHES S-14 GUTTER DEPRESSIONS
3-7 TYPE "A" MANHOLE W-7 PIPE BORE de CASIN3 DETAIL
S-8 FR4MES do COVERS FOR MANHOLES do CLEANOUTS
S-20 Q" CLEANOUT
S-2'� TYPE "B" MANHOLE
S-22 HOUSE CONNECTION
ST -22 TRENCH BACKFILL do COMPACTION REQUIREMENTS
SEWER NOTES
1. G=NERAL: CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERNISION
NECESSARY TO COMPLETE INSTALLATION.
2. VITRIFIED CLAY PIPE (VCP)
A. MATERIALS. THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO
CURRENT ASTM DESIGNATION C-700, AND SHALL BE INSTALLED IN CONFORMANCE WITH THS PROVISIONS
OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTM NT OF
TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM DESIGNATION C-12.
B. JOINTS:
1. THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPIRESION
JOINTS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425.
2. THE PIPE AND FITTINGS FOR 6", 8", 10" AND 12" SANITARY SEWER MAINS MAY BEPN-END WITH
COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-42
EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CL Y
PROD'JCTS CORPORATION FOR THEIR "MAINLINE"BAND-SEAL COMPRESSION COUPLING, DR
APPROVED EQUAL, SHALL BE REQUIRED.
3. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE
PLAIN -ENS WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM
DESIGNATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED).
3. ACRYLONITRILE - BUTADIENE - STYRENE PIPE (ABS)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS I D 2680 AND
D 2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRAdKS, HOLES,
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION IWOLDE do SHALL
BE INSTALLED IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
B. JOINTS: USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IPt AC ORDANCE
WITH THE MANUFACTURER'S RECOMMENDATION. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS
APPROVED BY THE CITY OF BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS
I, 11, 111 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
4. POLY VINYL CHLORIDE PIPE (FVC)
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION 3034 FOR
SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES,
FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTICN MOLDE AND
SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS
APPROVED BY THE CITY OF BAKERSFIELD.
C. INST.' L LATTON: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM
D 2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE.
5. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE, SHALL BE JSED FOR ALL - LATERAL CONNECTIONS AND
SHALL BE ROTATED A MIN. OF 23' ABOV ' THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE
MAIN. WYE FITTINGS SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH ASTANDARD PLASTIC
PLUG, SOLVENT WELDED.
6. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRA NG S-7 AND
S-8 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION, LATEST EDITION. THE CLEANOUTS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING S-20.
7. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKE SFIELD DRAWING
ST -22.
8. ALL LATERALS TO BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS AND SHALL EXTEND A MINIMUM OF 4 FEET
BEYOND THE RIGHT OF WAY LINE.
9. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE AS SHOWN ON CITY OF
BAKERSFIELD DRAWING, SW -1
10. IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF THE SEWEA MAIN ALONG
ITS ENTIRE LENGTH WHERE CURVED SEWER LINES OCCUR. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON
THE TOP OF SEWER LATERALS EXTENDING FROM 1 FOOT ABOVE THE SEWER MAIN TO THE RIGH -OF-WAY LINE.
11. INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE CITY OF BAKER FIELD
SUBDIVISION DESIGN MANUAL. PIPE SHALL BE TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE
MANUFACTURER AND ACCEPTABLE WITH THE CITY OF BAKERSFIELD.
12. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE.
13. ALL LATERALS SHALL BE A MINIMUM OF 2.5' DEEP AND A MAXIMUM OF 7.0' DEEP AT THE PROPERTY
LINE, AND SHALL HAVE 2.5' MINIMUM COVER AT GUTTER FLOWLINE, EXCEPT AS NOTED OTHERWISE ON PLANS.
14. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT �ESIGNED FOR
THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360' IN ORDER TO VIEW
AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPEC1ON SHALL BE WITNESSED
BY THE CITYS CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM.
THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE CITY OF ANY PIPELINE LOCATIONS REVEALED0 BE NOT IN
COMvLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY"
FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF E APPROVED
PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, ND SHALL BE
APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CAWIrETTE SHALL
BECOME THE PROPERTY OF THE CITY.
15. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE THIN THE PI ZONE.
STORM DRAIN NOTES
1. ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS 111
NTH RUBBER GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
2. CATCH BASINS TO BE TYPE "A" PER CITY OF BAKERSFIELD STANDARD DETAIL S-12.
CITY OF BAKERSFIELD COUNTY OF KERN CALIFORNIA BERKSHIRE kk AVENUE
0
SEWER &'STORM DRAIN PLANS PRSITE
OJECTHOSKING_ A .�.�= m
TRACT NO. 6454 ...� 0��99 NORTH
Povement
Berko compacted to 95J1 nalothe
m wactkn h madow areas /lain ,�0' /
(orf) kwd beak of W* VIC&li►g
ai but the outer 1.0' (a3n) of the 1L
nmft am and h An 4* ..... •
Bre exift accWted roa*W
fipmmmerrts
Baakfili cafocted to m mW&
carnpactan h ai oU►er Amis
Baakf]I In M zone compacted
to m retatNe a>rnpactiorc Sive Ta* A
BadfA motaw withh the 40
zone to cwbm to notes 1, 2
and ,I rx
a
For public uumes , c msbwft
reQ► mamts as per Me Pk6rk
Utifts Commbsraa Genesi ftm
60" (0.15m
Bedding Mo eriaf for
Ruble Pi
ASM D le2l as per
NOTES:
1 Baokfi V for Rl# Ppa
Bwkfii mateW wfthh ft poe zone shat be lime of
daktaiaus materid and shat have a Sand Eq dm nt of not
less Man 10 and shat conform to the k0arbg g►a*g:
Skye Ske Percentagr pa&*q
3/4' (1Anm) foo
Na 4 J5-109
Ala 30 10-100
Thk ba iffl mdtaid shat be placed h not to exrxrd one
loot (1.0' kase)(a.3m) la)er4 ~windy on each ddr of the
p m h such a manner as not to damage or aishab Me Aloe an
6 do mint and graak Each /0)w shat be lbaw#y amp -
acted by mwbmk d two* BwkflN moterlel shat be
p gmfy compacted to *vh0he pnar to procee ft
2 Bads itr leww Poe
Pim and fltthgs shat be belated h accordance will► the
arrml ASN 4md&vtkn D-1321. Only pass / and i
an60airrent motanels wdbh the pias zaoe No be conskbred
suitably A18nh rine p#e zone; water koft and Jstthg shat
not be used for back& cw pwffw far lhxink p0a The
bedo q and haana &V ahai be had placed to Me shrhg fm
of the pjoe and properly mpacted For sewn mah4 pass I
bedding k mq" far baht and hamahhg: Car shah be
taken not to &*cdte tW p0a The nvamahhg backff h ft
Aloe zone shat be hand pkced and coop cted h IRs not to
exceed 6.0' (a ism) thkb►essr Backff materiel shat be
props►/ axnpactmd to spnhdihe prkr to promred'ng:
• Depth ►miss abpendhg an the
sdroet's Tmfffc hdex (u. See
Tabk 18' bekw
*Street "
Zone 7NAffIC TAB1f �A M D1P1H
JD - 5D Lf (aim)
55-15 1.5' (a*n
70 - e0 20' (o.6►►
65 OR MORE 25' pft)
• -. Boom compacted to 90x
dA 'I ....... mktfw &
Sar > A bhw ting of ploe zone shat' be 1.0' (aim)
above tap of ppe bei ar the outside daneter
of plait and p0a
'Pjoe or oanabit
4 Testing of backflM materlds shat be h accada►ce wfM the
tests Asted h Section 6-,I 01 of the Standard ShecifacotknA
ff beach r ASN Owl ir to �a�an•C i o (a tranch PW 2 suer 1a(un). ' )
a Cwfwtkn tests wr/ be mWW and shat he the reWmvn
briity of the Devefapar / Mihaly* kr / Contactor. The number
and kacaft of Bne tests &W be d:termkW by the City
Engfhm.. The tests shat be h accordance with dne tests
hied h Section 6-d01 of the Standard Slpeafkntkn4 (or
ASTM D1557, Nelhod T7,
a Each k)ar of bads materia► shat meet the ampxft
sod equhdant and graobtkn requ�iaamis bebv rine next
pkmd
7. For pavarnent patches wrthh Paned am see standard
abwii>9 6 h this dingo monad
TABLE "A"
The followin shall apply for trench widths:
PIPE
WIDTH
QUANTITIES
IN GREA7EST
TAMP/NG
CLASS I BEDDING
DIMENSION
4" P.V.C. SEWER LATERAL
OR SLURRY
1.0'(0.3m) or less
1.0(0. 3m wider
4.0 75mm wider
5'-8' DEEP
both sides
both sides
1.0'(0.3m up
1.0'(0.3m) wider
6.0" (0.15m) wider
to 22 0' 6m
both sides
both s/des
2.0'(0.6m) or more
1.5(0..45m) wider
1.0(0.3m) wider
EA.
both sides
both sides
r
r1lETU11 lE: Sr--22WV
3 Backf6' materiel above Nne PIS zone Abd be bine DAN
of abktarkus materiaf and kqw or stones enaceedbg STANDARD mvm
4.0' (75mm) h grmlat dinv kn and sheaf be jcu
pkeed h not to exaced are foot (1.0' kale) (aim) TRENCH BACKFILL p� SHAW
and sad, la}er shat be thaougtdy compacted AND COMPACTION
by rnechmkd tmf4 REQUIREMENTS m. -m
LIST OF ESTIMATED MATERIALS
SEWER
ITEM
INDEX
g
QUANTITIES
8�P.V.C. SEWER MAIN
O
2487
L.F.
4" P.V.C. SEWER LATERAL
2453
L.F.
STANDARD
SEWER M.H.:
5'-8' DEEP
5
EA.
STANDARD
SEWER M.H.:
9'-12' DEEP
3
EA.
STANDARD
SEWER M.H.:
18' DEEP
1
EA.
TIE-IN TO
EXISTING. 30"
SEWER
1
EA.
STORM DRAIN
ITEM
18" CL. III R.C.P. w/R.G. STORM DRAIN
3.5' WIDE CATCH BASIN
OUTLET STRUCTURE
QUANTITIES
246 L.F.
3 EA.
1 EA.
MH
MH
Am
MH
IWIr-'%Ir" v I L A w o
NORTH
INDEX MAP LEGEND
(I SHEET NUMBER
MH#1 SEWER MANHOLE NO.
C.B./i STORM DRAIN CATCH BASIN NC
1 "=100'
VICINITY MAP
N.T.S.
SHEET
INDEX
g
1.
COVER SHEET
O
2.
PLAN
& PROFILE
RIO GRAND DRIVE
3.
PLAN
& PROFILE
RIO GRAND DRIVE
4.
PLAN
& PROFILE
AMAZON DRIVE
5.
PLAN
& PROFILE
AMUR COURT & TIGRIS DRIVE
6.
PLAN
& PROFILE
NILE RIVER COURT
OWNER/SUBDIVIDER
PALMA HOMES
145 NORTH "N" STREET, SUITE "A"
TULARE, CA. 92374
(559) 684-8900
ENGINEER
DEWALT CORPORATION
1930 22nd STREET
BAKERSFIELD, CA. 93301
(661) 323-4600
REVISION NOTICE:
HE SEWER CONNECTION POINT WAS REVISED TO ELIMINATE THE NECESSITY
OF A LINED SEWER MANHOLE., AN EXISTING MANHOLE IS LO.CATEA
APPROXIWAILEY 150 FEET WEST OF THE PREVIOUSLY APPROVED TIE-IN
POINT: APPROXIMATELY 200 FEET OE ADDITtONAL PIPIKG IS TO SE
INSTALLED To ELIMINATE THE NEW UNEb MAMADLE THAT WAS PREVIOUSLY
ADPROVE6. PLEASE SEE SHEETS 112 AND 2M fOR REVISION SPECIFICQ
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDER ROUND UTILITY P.DES
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH
OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE
ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN AND ANY -OTHER LINES NOT OF
RECORD OR NOT SHOWN ON THIS DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR
COMPLETENESS OF ANY SUCH INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS
PRIOR TO CONSTRUCTION. 1-800-227-2600
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
DIRECTION AND TO THE BEST Or MY KNOWLEDGE AND BELIEF COMPLY -WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA; AND
INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY. OR
OTHER REVIEW BOARD.
ANY ERRORS, OMISSIONS, OR OTHER VIOLATIONS OF THOSE ORDINANC Si
STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUC n.,6,N SHALL
BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTEQ'PLANS
SUBMITTED TO THE CITY ENGINEER.
4
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L. ALBERTO LOPEZ PR.C.E. 67602 EXP. 06/30/07 DATE
REVIEWED BY:
e"o vlzS T PUBLIC WORKS DIRECTOR
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APPROVED BY: SHEET
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RAUL KA. ROJAS, R.C.E. 39880, EXP. 12-31-01f DATE .
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
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CIN OF BAKERSFIELD. COUNTY OF KERN CALIFORNIA BERKSHIRE AVENUE
SEWER 8c STORM DRAIN PLANS PRSITE
OJECT & �.G .�.�� m
TRACT NO. 6454 NORTH
MH 6 I � VICINITY N�AP
N.T.S.
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AMAZON
DRIVE
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COVER SHEET
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2.
PLAN
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RIO GRAND DRIVE
REVISION NOTICE:
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3.
PLAN
&PROFILE
RIO GRAND DRIVE
MEo
C>
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4.
PLAN
& PROFILE
AMAZON DRIVE
THE SEWER CONNECTION POINT WAS REVISED TO ELIMINATE THE NECESSITY
—
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— _
— —
—
5.
PLAN
& PROFILE
AMUR COURT & TIGRIS
OF A LINED SEWER MANHOLE. AN EXISTING MANHOLE IS LOCATED
N
6.
PLAN
& PROFILE
NILE RIVER COURT
APPROXIMATLEY 150 FEET WEST OF THE PREVIOUSLY APPROVED TIE—IN
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POINT. APPROXIMATELY 200 FEET OF ADDITIONAL PIPING IS TO BE
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INSTALLED TO ELIMINATE THE NEW LINED MANHOLE THAT WAS PREVIOUSLY
APPROVED. PLEASE SEE SHEETS JR AND 2R FOR REVISION SPECIFICS,
I
I
62
63
6465
66
67
68
REVISION 0 APPROVED BY:
MARIAN P. SHAW, R.C.E. 32178
PUBLIC WORKS, CITY OF BAKERSFIELD
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L. ALBERTO LOPEZ
s_.LfL
�TE
1% $1 0 to
C.E. 67602 EXP. 06/30/07 DATE
LIST OF ESTIMATED MATERIALS
SEWER
ITEM QUANTITIES
8" P.V.C. SEWER MAIN 2635 L.F.
4" P.V.C. SEWER LATERAL 2453 L.F.
STANDARD SEWER M.H.: 5'-8' DEEP 5 EA.
STANDARD SEWER M.H.: 9'-12' DEEP 3 EA.
STANDARD SEWER M.H.: 13-16" DEEP 2 EA.
TIE-IN TO EXISTING. MANHOLE 1 EA.
STORM DRAIN
ITEM QUANTITIES
18" CL. III R.C.P. w/R.G. STORM DRAIN 246 L.F.
3.5' WIDE CATCH BASIN 3 EA.
OUTLET STRUCTURE 1 EA.
INDEX MAP
1"=100'
NORTH
INDEX MAP LEGEND
O SHEET NUMBER
MH#1 SEWER MANHOLE NO.
C.B.#1 STORM DRAIN CATCH BASIN NO.
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LEGEND
352
348
344
0p
340
`3`3890 • \��
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_._ 6...._..._.
14Z:Pp !-F. 8" PVC SEWER 0 0.50%
B SEWER X -SECTION
32
3 •
_W _.... �_ ............__ . _ 5 -.__.4 . H-0,SKJN G-,A.VEN_UE-- -
STA. 10+36.99
328
HORIZ 1" - 40'
HOSK/NG A VENUE
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Q
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STA.= 10+00.00 N.
C.O.B.
- CITY OF BAKERSFIELD
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(� HOSKING AVENUE
--�—
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SEWER MANHOLE NO 1R c1c A SUMP BOTTOM 70 BE EXCAVATED TO 337.0
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NOTES:
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REVISION A APPROVED BY:
MARIAN P. SHAW, R.C.E. 32178
PUBLIC WORKS, CITY OF BAKERSFIELD
L. ALBERTO LOPEZ
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NOTES:
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REVISION A APPROVED BY:
MARIAN P. SHAW, R.C.E. 32178
PUBLIC WORKS, CITY OF BAKERSFIELD
L. ALBERTO LOPEZ
Z • -5 `
DATE
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TYPE` "A" CA TCH BA SIA NO. 2 TYPE"A":CA TCH BASIN NO. `3 356
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0
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- - - -
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kSl
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^
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-----
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- PROPOSED WATER LINE
QD
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ELEV.
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15
14.E
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360
356
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