HomeMy WebLinkAboutNORTH 2ND STREET EXTENSIONPlanning Department
HARRIS COUNTY KEY MAP: 540-X
Not to Scale
LOCATION MAP
2005-4503
SHEET 1 OF 10
SHEET TITLE
SHEET INDEX
NO.
SHEET
Debra Feazelle
CITY MANAGER
Peter Griffiths
Louis Ribgy
Tommy Moser
Howard Ebow
Chuck Engelken
Mike Mosteit
COUNCIL
Alton E. Porter
MAYOR
Mike Clausen
INSET Barry Beasley
1 COVER SHEET
3 DRAINAGE AREA MAP
4 PLAN & PROFILE
5 PLAN & PROFILE
& CALCULATIONS
2 PROJECT LAYOUT
STA. 2+00 TO END OF PROJECT
6 WATER LINE DETAILS
7
STORM WATER POLLUTION
DETAIL
8
TRENCH SAFETY DETAIL
SW3P PLAN
9
BEGIN OF PROJECT
& GENERAL NOTES
TO STA. 2+00
10 SAFETY END TREATMENT
DETAILS
PHN PHN PHN PHN
OHE
END PROP. 8" W.L.
STA. 4+61, 27.1' RT
PROP. F.H.
1 -8"x6" TEE
%(1' 0-
1-6"G.V. W/BOX
1-8" PLUG & CLAMP
PROP. 8" PVC WATERLINE
13.8'
19.0'
120.0'
28.0'
22.0'
R25'
R25'
END PROP. 60 L.F.
36" RCP @ 0.20%
STA. 5+47, 27.0 RT
FL 15.85
R28'
R28'
PROP. 36" S.E.T. (6:1)
BEGIN FL 16.10
PROP REMOVE
TREE
PROP. C L DITCH OF WEST DITCH
12.0'
3.0'
PROP. TOB
PROP. TOE
BEGIN PROP. 8" W.L.
STA. 0+70, 27.1' RT
PROP. 8" x 8" T.S.
BEGIN PROP. 60 L.F.
36" RCP @ 0.20%
STA. 4+87, 27.0 RT
FL 15.97 BEGIN PROP. 34 L.F.
18" RCP @ 0.25%
STA. 4+68, 15.0' LT
FL 16.36
END PROP. 34 L.F.
18" RCP
STA. 4+68, 19.0' LT
FL 16.27
BEGIN PROP. C WEST DITCH
STA. 0+90, 18.0' LT
FL 17.20
PROP. WEST LOW PT. L
C DITCH, STA. 4+68,
18.0' LT, FL 16.61
L
BEGIN PROP. REGRADE
OF EXIST. C DITCH TO
END AT S.E.T., STA. 2+30,
RT 25.0, FL 17.09
L
PROP. N. 2nd STREET EXTENSION
TBM #2
LA PORTE. TEXAS, 77571
604 W. FAIRMONT PKWY.
DRAINAGE AREA MAP
NORTH 2nd STREET
EXTENSION
281-471-5020; FAX: 281-470-5005
& CALCULATIONS
CITY OF LA PORTE
PLANNING DEPT.ENGINEERING DIV.
OHE OHE OHE OHE
PHN PHN PHN PHN
END PROP. 8" W.L.
STA. 4+61, 27.1' RT
PROP. F.H.
1 -8"x6" TEE
%(1' 0-
1-6"G.V. W/BOX
1-8" PLUG & CLAMP
PROP. 8" PVC WATERLINE
19.0'
5.0' MIN. COVER
120.0'
28.0'
22.0'
END PROP. 60 L.F.
36" RCP @ 0.20%
STA. 5+47, 27.0 RT
FL 15.85
R28'
R28'
PROP. 36" S.E.T. (6:1)
BEGIN FL 16.10
PROP. 60 L.F.
36" RCP @ 0.20%
PROP. C L DITCH OF WEST DITCH PROP. TOB
PROP. TOE
PROP. REGRADE OF EXIST. C L EAST DITCH
PROP. WEST C
DITCH LOW PT.
FL = 16.61
PROP. 6" LEAD
PROP. C L WEST DITCH @0.20%
BEGIN PROP. 60 L.F.
36" RCP @ 0.20%
STA. 4+87, 27.0 RT
FL 15.97 BEGIN PROP. 34 L.F.
18" RCP @ 0.25%
STA. 4+68, 15.0' LT
FL 16.36
END PROP. 34 L.F.
18" RCP
STA. 4+68, 19.0' LT
FL 16.27
PROP. WEST LOW PT.
C DITCH, STA. 4+68,
18.0' LT, FL 16.61
L
FL = 15.85
MATCH EXIST. FL
PROP. FL = 15.97
STA. 5+47, 27.0' RT
PROP. END
60 LF 36" RCP
STA. 4+87, 27.0' RT
PROP. BEGIN
60 LF 36" RCP
STA. 4+68, 18.0' LT
PROP 34 LF 18" RCP
END REGRADE C DITCH
PROP. 18" RCP
PROP. EAST C DITCH
PHN
PHN PHN PHN PHN PHN
OHE
OHE
13.8'
R25'
R25'
PROP REMOVE
TREE
12.0'
3.0'
BEGIN PROP. 8" W.L.
STA. 0+70, 27.1' RT
PROP. 8" x 8" T.S.
BEGIN PROP. C WEST DITCH
STA. 0+90, 18.0' LT
FL 17.20
L
STA. 0+90, 18.0' LT
BEGIN PROP WEST C DITCH
PROP. FL 17.20
STA. 0+70, 33.4' RT
BEGIN PROP 8" W.L.
L
TBM #2
TBM #1
STA. 0+55
BEGIN ASPHALT ROAD
CL ELEV. = 20.76
5.0' MIN. COVER
PROP. 8" PVC WATERLINE
PROP. N. 2nd STREET EXTENSION
(ASPHALT ROADWAY W/ROADSIDE DITCH)
PROP. C L WEST DITCH @0.20%
PROP. CL @ 0.05%
MATCH EXIST. N.G.
STA. 0+80, 18.0' LT
MATCH EXIST. N.G.
MATCH EXIST N.G.
STA. 0+80, 18.0' LT
FL 19.70
MATCHLINE 2+00
CL
60' R.O.W.
22'
OHE OHE OHE
PHN PHN PHN
LA PORTE. TEXAS, 77571
604 W. FAIRMONT PKWY.
281-471-5020; FAX: 281-470-5005
CITY OF LA PORTE
PLANNING DEPT.ENGINEERING DIV.
PLAN & PROFILE
NORTH 2nd STREET
EXTENSION
BEGIN OF PROJECT
TO STA. 2+00
CL
PAVEMENT
SEE
NOTE 1
SEE
NOTE 1
SEE NOTE 2
12"
SUBGRADE
BACKFILL PER
CITY OF LA PORTE
STANDARD SPECIFICATIONS
DIA
LA PORTE. TEXAS, 77571
604 W. FAIRMONT PKWY.
WATER LINE DETAILS
NORTH 2nd STREET
EXTENSION
281-471-5020; FAX: 281-470-5005
CITY OF LA PORTE
PLANNING DEPT.ENGINEERING DIV.
WATER
MAIN
NATURAL GROUND
1" I.D. FOR SINGLE SERVCE
1" I.D. FOR DOUBLE
SERVICE (POLYETHYLENE)
FINISHED GRADE
LA PORTE. TEXAS, 77571
604 W. FAIRMONT PKWY.
NORTH 2nd STREET
EXTENSION
281-471-5020; FAX: 281-470-5005
CITY OF LA PORTE
PLANNING DEPT.ENGINEERING DIV.
FIRE HYDRANT
DETAIL
6"
LA PORTE. TEXAS, 77571
604 W. FAIRMONT PKWY.
STORM WATER
NORTH 2nd STREET
EXTENSION
281-471-5020; FAX: 281-470-5005
POLLUTION DETAILS
CITY OF LA PORTE
PLANNING DEPT.ENGINEERING DIV.
LA PORTE. TEXAS, 77571
604 W. FAIRMONT PKWY.
SAFETY TRENCH
NORTH 2nd STREET
EXTENSION
281-471-5020; FAX: 281-470-5005
DETAILS
CITY OF LA PORTE
PLANNING DEPT.ENGINEERING DIV.
LA PORTE. TEXAS, 77571
604 W. FAIRMONT PKWY.
SAFETY END
NORTH 2nd STREET
EXTENSION
281-471-5020; FAX: 281-470-5005
CITY OF LA PORTE
PLANNING DEPT.ENGINEERING DIV.
TREATMENT DETAILS
FL = 17.09
STA. 4+77, 33.4' RT
PROP END 8" W.L. W/
F.H.
STA. 2+30, 25.0 RT
BEGIN REGRADE
EXIST. EAST C L DITCH
L
PROP. 8" PVC WATERLINE
BEGIN PROP. REGRADE
OF EXIST. C DITCH TO
END AT S.E.T., STA. 2+30,
RT 25.0, FL 17.09
L
PROP. N. 2nd STREET EXTENSION
STA. 5+24
END ASPHALT ROAD
CL ELEV = 20.53
PROP. CL @ 0.05%
(ASPHALT ROADWAY W/ROADSIDE DITCH)
L
PROP 34 LF RCP
18" RCP @ 0.25%
EAST FL 16.27
WEST FL 16.36
L
PROP. 36" S.E.T. (6:1)
BEGIN FL 16.10
MATCHLINE 2+00
OHE OHE OHE
PHN PHN PHN
LA PORTE. TEXAS, 77571
604 W. FAIRMONT PKWY.
PLAN & PROFILE
NORTH 2nd STREET
EXTENSION
281-471-5020; FAX: 281-470-5005
CITY OF LA PORTE
PLANNING DEPT.ENGINEERING DIV.
STA. 2+00 TO
END OF PROJECT
TBM #1
(ASPHALT ROADWAY W/ROADSIDE DITCH)
PROP. N. 2nd STREET EXTENSION
(ASPHALT ROADWAY W/ROADSIDE DITCH)
MATCH EXIST N.G.
STA. 0+80, 18.0' LT
FL 19.70
OHE OHE OHE
PHN PHN PHN CITY OF LA PORTE
LA PORTE. TEXAS, 77571
604 W. FAIRMONT PKWY.
PROJECT LAYOUT
NORTH 2nd STREET
EXTENSION
281-471-5020; FAX: 281-470-5005
PLANNING DEPT.ENGINEERING DIV.
& GENERAL NOTES