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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 ':+565#0594           0#6)0& ':+565#0594 ':+56%1 ':+565#0594 '#56$170&.#0' #52*#.6 9'56$170&.#0' #52*#.6 (#+4/1062#4-9#; ':+565#0594 419 ':+565#0594 419 EXIST. C.O.           0+00                   ':+56.(28%5#0594" ž419 5%#.'*14+<ž 8'46ž ':+565#0594 ':+565#0594 ':+565#0594 ':+56/* ':+56/*   ':+565#05'9'4 (. (. 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 /#; DATE: ž SCALE: Ä PROJECT: 1( SHEET: &'2#46/'06 (#+4/1062#4-9#; 4'8+5+105 14+)+0#.+557' 4'8+5+10+557' 5748';1((+%' &+8+5+10 '0)+0''4+0) 01  #22418'& %*'%-'& &4#90  &#6' 4% $5 ,4 %+6;1( .#2146'6':#5 9(#+4/1062-9; 2.#00+0) .#2146' 5%#.'ž 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 4#+.41#& 5#05944'.1%#6+10 56# 6156#