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HomeMy WebLinkAboutCREEKMONT SUBDIVISION DRAINAGE IMPROVEMENTS2 1 SHEET TITLE NO. SHEET PLANNING DIRECTOR Doug Kneupper, P.E. APPROVED BY: DATE: City of La Porte, Texas CREEKMONT SUBDIVISION SHEET INDEX Planning Department Not to Scale CLP Project No. 2003-4501 DRAINAGE IMPROVEMENTS LOCATION MAP 2003-4501 Barry Beasley Peter Griffiths MAYOR Norman Malone COUNCIL Michael Mosteit Chuck Engelken Howard Ebow James Warren Charlie Young Bruce Meismer CITY MANAGER Debra Feazelle SHEET 1 OF 3 COVER SHEET 4>%+6;241,'%65>>Ä>5JGGVÄFYI 3 PLAN & PROFILE, OVERALL PROJECT LOCATION KEY MAP #539-X SECTION A-A & DETAIL CO EXIST. BARBED-WIRE FENCE ELEC. BOX ELEC. BOX SWBT PED EXIST. C.L. DITCH SAN. SEWER 65.0' 50' HUMBLE PIPELINE R.O.W. PROP. SWALE @0.27% END PROP. SWALE MATCH EXIST. ELEV. OF ADJACENT SWALE STAT 5+64, ELEV 8.40' 15' DRAINAGE ESMT. 5.0' PP PP EXIST. OVERHEAD ELEC. LINES EXIST. WOOD FENCE 75 74 73 72 71 5 PROP. BOLLARDS SPACED EVENLY (SEE DETAIL) CHNLNK FENCE BARBED-WIRE FENCE CO MH SWBT PED EXIST. WOOD FENCE BEGIN PROP SWALE ABOVE I.E. OF EXIST 24" RCP STAT 0+00, FL 7.27' PROP. SWALE @ 0.27% R=11' 5.0' PP 5.0' EXIST 24" RCP I.E. = 6.88' PP PP GUY BIG ISLAND SLOUGH (B106-00-00) (H.C.F.C.D. 140' DRAINAGE R.O.W.) 70 69 68 67 66 EXIST. C.L. DITCH SAN. SEWER EXIST. OVERHEAD ELEC. LINES R=5' EXIST 24" RCP PROP. SWALE @0.27% 5 PROP. BOLLARDS SPACED EVENLY (SEE DETAIL) SCALE: 1"= 20' OVERALL CO PP GUY BENCH MARK: ASSUMED ELEV.= 10.00 HORIZ. SCALE = 1"=20' VERT. SCALE = 1"=2' PP PP CHNLNK FENCE MATCHLINE 0+58 MATCHLINE 0+58 MATCHLINE 0+05 24" RCP EXIST. C.L. DITCH CENTERLINE OF DITCH CENTERLINE OF DITCH NATURAL GROUND BARBED-WIRE FENCE EXIST. C.L. DITCH EXIST. OVERHEAD ELEC. LINES EXIST. WOOD FENCE EXIST. OVERHEAD ELEC. LINES EXIST. WOOD FENCE EXIST. BARBED-WIRE FENCE EXIST. WOOD FENCE CO MH SWBT PED ELEC. BOX ELEC. BOX SWBT PED EXIST. WOOD FENCE EXIST. C.L. DITCH SAN. SEWER C.L. DITCH VARIES 1 VARIES 1 BARBED WIRE FENCE WOOD FENCE NATURAL GROUND NATURAL GROUND SECTION A-A N.T.S. A A 65.0' 50' HUMBLE PIPELINE R.O.W. BEGIN PROP SWALE ABOVE I.E. OF EXIST 24" RCP STAT 0+00, FL 7.27' PROP. SWALE @0.2% PROP. SWALE @0.2% END PROP. SWALE STAT 5+64, ELEV 8.40' PROP. SWALE @ 0.27% W. END 24" RCP 0+00 MATCHLINE 0+05 MATCHLINE 0+05 MATCHLINE 0+58 MATCHLINE 0+58 DITCH CONFLUENCE 5+64 MATCHLINE 0+05 PROP. SWALE @0.27% PROP. SWALE @0.27% BEGIN PROP SWALE ABOVE I.E. OF EXIST 24" RCP STAT 0+00, FL 7.27' END PROP. SWALE STAT 5+64, ELEV 8.40' PROP. SWALE PROP. SWALE NATURAL GROUND HORIZ. SCALE = 1"=20' VERT. SCALE = 1"=2' HORIZ. SCALE = 1"=20' VERT. SCALE = 1"=2' PP R=5' R=11' R=11' 15' DRAINAGE ESMT. 5.0' 5.0' 5.0' PP PP 5.0' PP EXIST 24" RCP I.E. = 6.88' BOLLARD DETAIL N.T.S. SCALE: 1"=30" SCALE: 1"=30" SCALE: 1"=30" 5 PROP. BOLLARDS SPACED EVENLY (SEE DETAIL) EXIST. OVERHEAD ELEC. LINES IMPROVEMENTS DRAINAGE SUBDIVISION CREEKMONT SCALE: 1"= 30' 3 OF 3 SHEET: 2003-4501 02/03 DATE: PROJECT: R.C. B.S. R.J.S./J.R. REVISIONS REVISION / ISSUE DRAWN: ORIGINAL ISSUE NO. CHECKED: APPROVED: DATE 02/03 604 W. FAIRMONT PKWY. LA PORTE. TEXAS DEPARTMENT ENGINEERING DIVISION PLANNING LA PORTE CITY OF SWALE PLAN & PROFILE AT CREEKMONT PARK AND BIG ISLAND SLOUGH LAYOUT IMPROVEMENTS DRAINAGE SUBDIVISION CREEKMONT SCALE: 1"= 20' 2 OF 3 SHEET: 2003-4501 02/03 DATE: PROJECT: R.C. B.S. R.J.S./J.R. REVISIONS REVISION / ISSUE DRAWN: ORIGINAL ISSUE NO. CHECKED: APPROVED: DATE 02/03 604 W. FAIRMONT PKWY. LA PORTE. TEXAS DEPARTMENT ENGINEERING DIVISION PLANNING LA PORTE CITY OF MATCHLINE MATCHLINE 70