HomeMy WebLinkAbout8" SAN SEWER RELOCATION ALONG FAIRMONT PKWY AT UPRRMAYOR PRO-TEM
Peter Griffiths
COUNCIL
CITY MANAGER
Debra Feazelle
City of La Porte, Texas
FAIRMONT PARKWAY RAILROAD
Planning Department
CLP Project No. 2004-7102
8" SANITARY SEWER RELOCATION
HARRIS COUNTY KEY MAP: 580-E
Not to Scale
LOCATION MAP
Michael Mosteit
Chuck Engelken
Howard Ebow
PROJECT LOCATION
1 COVER SHEET
DETAILS
STA. 1+00 TO STA. 8+05
APPROVED BY: DATE:
Charlie Young
Tommy Moser
Barry Beasley
Nick Finen
INTERIM PLANNING DIRECTOR
3
2
7102-2004
SHEET 1 OF 3
SHEET TITLE
SHEET INDEX
NO.
SHEET
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':+565#0594
':+56%1
':+565#0594
'#56$170&.#0'
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9'56$170&.#0'
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(#+4/1062#4-9#;
':+565#0594
419
':+565#0594
419
EXIST. C.O.
0+00
':+56.(28%5#0594"
419
5%#.'*14+<
8'46
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9
PROP. SAN. SEWER
SANITARY SEWER
SANITARY SEWER EMBEDMENT AND TRENCH
ZONE BACKFILL FOR DRY OR WET STABLE TRENCH
N.T.S.
SANITARY SEWER
5'-0" TO 8'-0" DIAMETER PRECAST CONCRETE MANHOLE
N.T.S.
SANITARY SEWER
MANHOLE FOR 6" TO 12" SEWERS
N.T.S.
5'-0" TO 8'-0" DIAMETER PRECAST CONCRETE
MANHOLE NOTES
N.T.S.
SANITARY SEWER
10' CEMENT
STABILIZED SAND
CEMENT STABILIZED SAND
REMOVE LINER TO 8 FT
BELOW GRADE
SANITARY SEWER
MANHOLE - TYPICAL CROSS SECTION
N.T.S.
BELL ON
B & S PIPE
BEDDING AND BACKFILL FOR WET SAND
NOT UNDER STREET OR DRIVEWAY PAVEMENT.
6"
6"
12" TYP.
12" TYP.
4"
ON SITE STILL BACKFILL TO BE
PLACED IN 8" LAYERS & COMPACTED
TO 95% MAX. DRY DENSITY.
6" MIN.
12"
PIPE
6" MIN.
CEMENT STABILIZED
SAND BEDDING
EARTH BACKFILL
12"
TYP.
PIPE
6"
3"
12"
VARIES
24"
CHECKED:
APPROVED:
DRAWN:
R.C.
B.S.
J.R.
05/04
DATE
0
NO. REVISION / ISSUE
ORIGINAL ISSUE
REVISIONS
DATE: 3 OF 3
SCALE:
2004-7102
/#;
PROJECT: SHEET:
N.T.S.
CITY OF
LA PORTE
ENGINEERING
DIVISION
PLANNING
DEPARTMENT
SURVEY OFFICE
604 W. FAIRMONT PKWY.
LA PORTE. TEXAS
(#+4/1062#4-9#;
5#05944'.1%#6+10
&'6#+.&4#9+0)
4#+.41#&
MANHOLE
STAT. 1 + 00
PROP. 29 L.F. OF 12" SDR-35 @ 0.2%
PROP. 8" PLUG & CLAMP OF
EXIST 8" SAN. SEWER
EAST OF EXIST MANHOLE
':+56.(28%5#0594"
PROP. 789 L.F. 8" SDR-35 @ 0.68%
PROP. SAN. SEWER
MANHOLE
STAT. 8 + 89 SOUTH OF PROP. MANHOLE
OF EXIST. 8" SAN SEWER
PROP. 8" PLUG & CLAMP
FL 6.85(12" S.)
PROP. SAN. SEWER
MANHOLE
2412.(5&4Ä"
BENCHMARK
5
8 INCH IRON ROD SET SOUTH OF WEST BOUND LANE OF FAIRMONT
PARKWAY IN MEDIAN WEST OF RAILROAD TRACKS APPROXIMATELY 8 FOOT
SOUTHWEST OF TWO SIGNS LOCATED AT TOP OF BANK OF DITCH,
ELEVATION = 18.41.
100-YEAR FLOOD PLAIN
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENGY
(FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR HARRIS COUNTY,
TEXAS, AND INCORPORATED AREAS, COMMUNITY PANEL NO.
48201C0945-J DATED NOVEMBER 6, 1996, THE ENTIRETY OF THIS PROJECT
LAYS WITHIN ZONE "X" DETERMINED TO BE OUTSIDE OF THE 500-YEAR
FLOOD PLAIN.
(#+4/1062#4-9#;
PROP. SAN. SEWER
FL 12.23 (N&W)
MANHOLE
PROP. 8" PLUG & CLAMP
OF EXIST. 8" SAN SEWER
SOUTH OF PROP. MANHOLE
PROP. 29 L.F. OF 12" SDR-35 @ 0.2%
EAST OF EXIST MANHOLE
EXIST 8" SAN. SEWER
PROP. 8" PLUG & CLAMP OF
REMOVE AND DISPOSE
FL 6.85 (8" E.)
6.0 '
(.
FL 6.85 (12" S) FL 12.23 (N&W)
'
:+5628%9#6'4.+0'
':+5628%9#6'4.+0'
FL 6.85 (8" E)
REMOVE & DISPOSE EXIST. MANHOLE
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DATE:
SCALE:
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PROJECT:
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