HomeMy WebLinkAbout8" SAN SEWER EXT ALONG W 'H' ST FROM S 14TH ST TO S 12TH STs
i
1 _mm■ mm
CLP Pro`ect No. 2002-7102 �
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SHEET INDEX
SHEET SHEET TITLE
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I Cover Sheet
2 Sta. 0+00 to 5+80.0
3 Sta. 5+80.0 TO 6+80.0
4 Detail Sheet
Michael Mosteit Charlie Young
LOCATION MAP Chuck Engelken Bruce Messmer
Not to Scale
...Howard Ebow Peter Griffiths
James Warren
_ Barr Beasle
Y Y APPROVED BY;
oug Kelupper, P.E.
PLANNING DIRECTOR
y ACTING CITY MANAGER
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20.00 -- - 1 N. RIM EL.= 15.62
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18:00
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16.00
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PROPOSED M.H.
IN E. 8" PVC I.E.= 8.70
14.00
OUT W. 8" PVC I.E.= 8.60
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CITY -OF
LA PORTE
04 W. FAIRMONT PKWY.
LA PORTE. TEXAS
PLANNING
DEPARTMENT
ENGINEERING
DIVISION
.SURVEY_
OFFICE
rMAWN: R.J.S.
CHECKED: G.R.M.
APPROVED: D.K.
TIORIGINAL
ISIONSON/ ISSUE NAM
ISSUE
PROPOSED
SAN. SWR.
LINE @
W. 11H11 ST,
S. 14 TH ST.
TO S. 12th ST.
"LA PORTE
STUDIO INN"
PROJECT-
2002-710Ir
ld
DATE:
_
8/21 /02
SCALE:
1"=20'
SHEET:
2 OF 4
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./ W. "My STREET (801 R-O-W) O
�x W o W
�`° J° PROPOSED 10 0. L F STA. s+So.S ' BENCH M
VI Rn PROP. C.O. ti�� R� CHISELED MARK
N. RIM CURB INLET
Q f V SDI \35 VAN. SI Y Y R ■ X x� W. APPROX.
IDE W. FEEDER YRD. HWY. 146
EILD SIGN N
2 Q S. OF LITTLE CEDAR BAYOU EL: 13.37
0 0.33 /® (REF, BK.#5026 PG.#63 TBM#8)
10'
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SCALE:
V=20'HOR
V=VVER
_ STA. 6+80.5 18.00
PROP: C.O.
TOP OF PAD SITE
NATURAL_ GROUND
16.00 16.00
]PROPOSED WATE
LINE CROSSING '
14.0041wz,
14.00
00
12.00 UI 12.00
PROPOSED
I Q F- I.E.= 9.66
�5; U)
10.00 10.00
I W, o PROPOSED 100.5 LF
8.00 _..__ =j 8,� SDR35 SAN. SWR. • 8.00
Q 1—
0■33% ,
6.00 Cn �.ZE .. ...
_ 6.00
•........................::7!.�
\OOUGLAS IL KNEUPPER�
...77145......t
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' 2.00 j 9-3-oZ 2.00
5'+80 6+00 7+00 8+00 9+00 10+00
«
CITY OF
604 W. FAIRMONT PKWY. I
LA PORTE. TEXAS
PLANNING
DEPARTMENT
ENGINEERING
DIVISION
SURVEY
OFFICE
DRAWN: R.J.S.
CHECKED: G.R.M.
APPROVED: D.K.
REVISIONS
NO. REVISION / ISSUE DATE
1 ORIGINAL ISSUE 8/02
0
W■ '°H11 ST.
S. 14 TH ST.
TO S. 12th ST.
"LA PORTE
STUDIO -INN"
PROJECT: SHEET: _
2002-7102
DATE: 3 of 4
8/21 /02
SCALE:
1"=20'
I'
I'
I
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N M
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\PROJECT;-FfLES\7000-SAN SEWER RELATED\7100\2002-7105\WHSTPG2B.dwa
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I
BELL ON BELL ON
B&SPIP - -
EXISTING CONC
N.
PAVEMENT RETE
r-
^2! h- MI
3'c` ;-•`.> •. -_ .. hlin_i3'. ,c. T
Muhl CI -ASS AA W-1 CLASSA 314T
A" CEMENT STABILIZED SAND PLACED BEFORE PIPE IS LAID UP TO FLOW -- -
LINE OFP/PEORABOVE-.MINIMUMDEPTHS"-
'B' CEMENT STABILIZED SAND, THOROUGHLYRODDED, PLACEDAFTER
'CL�9SSB PIPEISLAID. -
- "C" EARTHFILL PLACED SAME DAYAS PIPE IS LAID-
"D"EARTHFILL PLACED NEXTDAY(OR LATER) AFTER PIPEIS LAID
NOTE. CLASSA BEDDING USED ONALL SEWERS I5"AND LARGER UNLESS CEMENT STABILIZED SAND
OTHERWISE SPECIFIED- - COMPACTED BACKFILL
_ - - TAMPED IN6'LAYERS
COLDJOINTCOMPOUND
PRIMER - . D + 2"
PRIMER BEDDINGS FOR PIPE SEWERS MAX UV ---III
d N.T.S.
OAKUM PRIMER PRIMER
BELL AND SPIGOT TONGUEAND GROOVE - - - - - CONCRETE PAVEMENT
12"x 4"
10"x4'
8"x 4"
�i ������S�ECSESCSL•SC�-czcs
1r2:3 H,E,SCONCRETE
/
1m 1
3/
SEC OF COVER
THRU 112"x 2-112" RECESS
III" x 2-172" RECESS
- N.TS. � � SEE DETAIL
DETAIL OF PIPE JOINTS 314 HOLES
N.T.S. LETTERS TO BE RAISED 118"
AND 2" HIGH USING LINES 1l4" WIDE.
- - - .GROOVES 3116' D/A. x 3132" DEEP
APPROX. 314" TO 1" SPACES
101-0"+/
11/8 1678 I875/16
—LIMIT OF AYMENT 3u6 11
1118 [21/4��16— # 113/4 /8 3/16�27/4
ST R ADWAY
E�1
�1�-1-1=�
■�momMm
►1Ell
PLAN
r B •• "t�r
4 BARS BOTH WAYS
AT12"CC '
s
STANDARD CASTIRONMANHOLE
FRAME & COVER
—CONC CAP
ST. 2?
FRAME 6
° TEE
a
/8 -
90 ° BEND
I SECTION B - B
2114t -- `�21�• I 76I / J 1-15/76 3/4-•
DROP MANHOLE
- - _ HALFSECTION HALFSECTTON - N.T.S.
32" MANHOLE COVER 23.5" MANHOLE COVER
- - - 4" HOUSE SERV/CEAT L0 % MIN. SLOPE - WITH FRAME W/THFRAME - -
12" x 4" WYE - -
IO" x 4" WYE - NOTE: azan'-a• STAKE SHALL sE 5-12 CENTERING LUGS 4 - I2" CENTERING LUGS
8" x 4" WYE - PLACED wTHE surrvnNCEDIRECTLY FOR32"COVER FOR23-1/2"COVER
TYPICAL LONG SEWER TAP ABOVE THE WYE. STAKE SHALL BE
EXPOSED G 8 PAINTED RED. NOT—F.,
- N.T.S. MATERLiLCASTIRON A.S-T.M.A-8
- .- - CLASS NO. 20
a STANDARD MANHOLE
h � � FRAME &COVER
IOO YEAR
FLOODPLAINELEV.=
IRON 8 STEEL CO.li O ti A � 2I2" WATERPROOF
fLSAN. SEWER - STANDARD CASTING PATTERN NO. 1684 OR EQUAL C U x � MANHOLE FRAME
a _ W/BOLTEDCOVERAND
d • -_ -r , ,,,:_ .`V 3 NEOPHRENE GASKET. ALL
a' 6' x 2'-0"SLAB BOLTSAND NUTS OR SCREWS
�-S2'-10" LONG
6' LC. RADIUS BEND MUST BE STAINLESS STEEL
TAKE CLASS A" CONCRETE 32" COVER WITH FRAME
d S•d--; -r -":,.. ° S _ . ':i �+•-=:' :; FINISHED GRADE
W. (VENTED M.H.'S ONL))
4"HOUSESERVICE STOPPER
6"PLUG /- - 6M/N.
NOT LESS THAN 3' '/ 2 6' -LIMIT-
PAYMENT CLASS 'C'
-
5'CLEANOUT .
--- - _ STANDARD CITYOF
HOUSTONMANHOLE
OPTTONAL WYE SADDLE 45°.WYE BRANCH CLASS "C' CONCRETE
CANBE USED INPLACE _ -
_ ..__ OF TTIE IN -LINE WYE e: ', ass >• � [:.:•; �P:x;-.:.{i�•
COMPACTEDBACKFI
r•i-Pz •."- �; / �-{:`•+: / TAMPED INS'LAYERS •�:'� -F
NOTES: i. - '-.•-`i:i -tr` � '-�-�1` t �M �` _ ;ti" :` 'r 1-_
LDEPTH OFMANHOLE DETERMINES SECTTONS -'-:'-:>'•--'--'-:�-�~ ' - ` =__%- i•:;'_=_'` "'`- - - 2.3I12Ir COVER .WITHFRAME
REQUIRED. ...:,a - ._ •_: - N.T.S
2PRECAST CONCRETE RINGS SHALL BE PROVIDED - PLUG
FORACOMBINEDADJUSTMENTHE/GHTOFAT - - - �--
LEAST IZ". THE TOTAL HEIGHT OFTNE - .. v •- NOTE WHERE WHERE TOP OF UPPER BEND WILL -
ADJUSTMENT RINGS SHALL NOT EXCEED EXTEND MORE TITANS FEETABOVE
3.FINISHED GROUND ELEV., VENTPIPING _
3.MANIIOLE WALL THICKNESS FOR DEPTH EXCEEDING WILL BE 212" OR 3, LD.
I2'-0" SMALL BE TETERMINED TO MEET LOADING
CONDITIONS, MIN. THIclwEsss". ELEVATION END VIEW
4- MANHOLE DROP AND INTERSECTING PIPES SHALL - -
BE INSTALLED ONLY WHEN CALLED FOR IN PLAN -
z �z,RyA°,v'HLo E�FI ME7IVSEALANTPER CLEANOUT DETAILS WATER PROOF MANHOLE WITH VENT
COLT STANDARD SPECIFICATION. N.T.S. N.T.S -
6.ECCENTTUCPRECAST CONCRETE MANHOLE
MAYBE USED. - -
ZOMITCEMENTMORTARWHENMANHOLEIS-
LOCATEDINPAVEDAREAS. - -
B.MIN. REBVFORClNGINTHEPRECASTCONCRETE -
BASE SHALL BE # 5 @ 8 EW. UNDER PAVEMENT NOT UNDJFGR PAVEMENT
9 PROVIDED BACKFILL TO MATCHADJACENT PIPE
TRENCH BACKFILLPER COH STANDARD 32" OlA. STANDARD MANHOLE
FRAIIEAND COVER SEE - - _ ='- > -• .• �.� :: %- :- _. _ -••- -. •
SPECJFICATTON. COHSTANDARD DETAIL - r - • - -
i5 " SB
A - - - AND BACKF•ILLIZ g�
MORTAR A,
CEMENT ^' _
'-
msrmcu. - 9" MAX
9"hsEcr7o/4 BELL ONM!.6"
...B&SPPE � B & SPIPE[MR DR16
PRECAST CONCRETE-:•_'• -V :::: '::: ------- •---'
- BASE SECTION - C
PRECAST RP �y�y RESILENT ::::::::::
CONCRE7� ISII ART .7:::::: CONNECTOR (TYP.) 'r :a" MIN ��• �- - -4" MIN-
CONNECTOR OR (TYP.) rmMrn!
+ 1 "1FT MIN SLOPE A - CEMENT STABILIZED SAND BEDDING PLACED BEFORE
o {TYP.) PIPEISLAID UPTOFLOWLINEOFPIPE ORABOYE
• ' '• " m B- CEMENT STABILIZED SAND BEDDING, THOROUCHLYRODDED,
"'''•}=%"•'iC- a FOUNDATIONPZ.AN PLACEDAFTERPIPE ISLAID.
- C- EARTHFILL PLACED SAME DAYASPIPE ISLAID.
jim 6 D- EARTHFILL PLACED NEXTDAY(ORLATER) AFTER
PIPE lSLAID.
4r-Orr DIA PRECAST CONCRETE E - CEMENT STABILIZED SAND COMPACTED TO 95%
:::•:::::.::::: MANHOLE - STANDARD PROCTOR DENSITY. -
PROVIDE 6' RASE
sacrroNO EXTENsIONFORALL N.T.S. BEDDING
DEPTHS FROMMANHOLE nAAn
4TIONMATERIALASPER 5QT)iFT. -
ANDARD sPEcirlcATTON SANITARYLINE BEDDING & - - -
BACKFILL DETAIL
N.T.S.
THE SPECIFICATIONS
"B" CONC
SECTION A -A
SHALLOW SAN. SWR. MANHOLE
N.T.S.
NOTES:
- 1. GROU7INGOFMANHOLES7RUCTUREANNULAR
SPACE WILL BE PERMITTED INCASES WHERE
• - INSUFFICENTWORKSPACEEXISTSFOR
PLACEMENTAND COMPACTATIONOFCEMENT
' - STABILIZED SAND. PER COHSTANDARD
SPECIFICATION FOR TUNNEL GROUT.
2 TNISDETAILALSOAPPLBiSTOBACKFILL
' _ OF SHAFTS WITHOUTSTRUCTURES.
- 3. ARRANGEPIPElOINTSASSHOWNWHEN
. USING RIGID CONNECTION TOCASTIN
_ ., PLACEMANHOLEBASE
' 4. NEED COAL -TAR EPDXYCOATTNG ONINSIDE
OF MANHOLE
- '• SYMMETRICAL
' ABOUT -
- " HALF SECTION HALF SECTION UNDER -
UNDER PAVEME NATURAL GROUND
nevcn,mnrr_. NATURAL GROUND
SUBGRADEB&S PIPE
I
MIN- "MIN. MIN-
�. UNDER STREET OR DRIVEWAYPAVEMENT NOT UNDER STREET OR DRIVEWAYPAVEMENT
NOTES:
- 1- "CEMENT STABILIZED SAND" FOR BEDDING OR BACl01lLL SHALL BE COMPACTED tNACCORDANCE
wiz"riSECTION0222iAND SHALL MEET TTiEREQUiREMENt-SOFSECi70N02229OF
.
2."EAR7HB4CKFILL"SH4LL BE COMPACTED INACCORDANCEWITHANDSHALLMEET THE REQUIREMENTS
OF SECTION 02221 OFTHE SPEC/PICATTONS.
- 3.6INCHES OF "CEMENT STABILIZED SAND" BEDDING SHALL REPLACED IN THE BOTTOMOF THE TRENCH
BEFORE LAYING THE PIPEANDMAKINGUPTHEJOINTS.
BEDDING FOR SANITARYSEWERS
N.T.S.
FL
-----------------------------------------
BMW
- - -
RANDOMBACKI/ILL
IN TRENCH ZONE PER
SPEC/FICATTONS
-•�
COAL -TAR COAT = - --
(SEE NOTE 4)
TYPICAL CROSS -SECTION
NITS.
CITY OF
LA PORTS
LA PORTE. TEXAS
PLANNING
DEPARTMENT
ENGINEERING
DIVISION
SURVEY
OFFICE
.......................
.
DOUOIAS K. KNEUPPER j
s 77145 o
3-02
STANDARD
SANITARY
SEWER
DETAILS
DRAWN BY: J.R.
CHECKED BY: B.S.
APPROVED BY: C.M.
REVISIONS
NO. REVISION /ISSUE DATE
0 ORIGINAL ISSUE 3/02
im
PROJECT: SHEET:
2002-7102 -
DATE: 4 of 4
8/21 /02
SCALE:
N.T.S.
REVISIONS
NO. REVISION /ISSUE DATE
0 ORIGINAL ISSUE 3/02
im
PROJECT: SHEET:
2002-7102 -
DATE: 4 of 4
8/21 /02
SCALE:
N.T.S.
im
PROJECT: SHEET:
2002-7102 -
DATE: 4 of 4
8/21 /02
SCALE:
N.T.S.
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