HomeMy WebLinkAboutSENS ROAD PAVING & DRAINAGE IMPROVEMENTSHARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT
ARCHITECTURE AND ENGINEERING DIVISION
EL FRANCO LEE
JACK MORMAN
BARBARA J. SCHOTT
STEVE RADACK
R. JACK CAGLE
ED EMMETT
COMMISSIONER PRECINCT 1
PRECINCT 2COMMISSIONER
COUNTY AUDITOR
COMMISSIONER
COMMISSIONER
COUNTY ENGINEER
PRECINCT 3
PRECINCT 4
COUNTY JUDGE
HARRIS COUNTY, TEXAS
N.T.S.
VICINITY MAP
N.T.S.
LOCATION MAP
PAVING AND DRAINAGE IMPROVEMENTS
Sens Road
ROAD LOG No. 27733-02
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PROJECT
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FRWY
LAPORTE
N. L STN. P ST
Bay
Galveston
San Jacinto River
SENS RD
134
146
FAIRMONT PKWY
SPENCER HWY
PROJECT LOCATION
KEY MAP #540-S,W & #580-A, E
LA PORTE
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Cedar
SOUTHERN
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(SEE LOCATION MAP)
UPIN: 0210200008
F216-00-00
KEY MAP #539-Z, 540-S & W
NOTE:
UTILITIES. (713) 223-4567
48 HRS. PRIOR TO ANY EXCAVATION ADJACENT TO UNDERGROUND
CONTRACTOR TO NOTIFY UTILITY COORDINATING COMMITTEE
300' North of Spencer Hwy to 300' North of North H Street
R
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RAH
A
3681
E X S
Y
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UNCISO
APPROVED:_________________________
Flood Plain Management
Date
Date
Date
PRECINCT TWO
NOTICE:
VERIFICATION OF PRIVATE UTILITY LINES
Signature Valid for six months.
for conflict verification.) (Gas service lines not shown.)
(This Signature verifies that you have shown CNP Natural Gas lines correctly - not to be used
CenterPoint Energy/Natural Gas Facilities Verification ONLY.
Signature Valid for six months.
(This Signature verifies existing underground facilities - not to be used for conflict verification.)
CenterPoint Energy/UNDERGROUND Electrical Facilities Verification ONLY.
Signature Valid for one year.
Approved for AT&T Texas/SWBT underground conduit facilities only.
AT&T/TEXAS
TO ARRANGE FOR LINES TO BE TURNED OFF OR MOVED, CALL CENTERPOINT ENERGY AT 713-207-2222
so that underground line can be marked. This Verification does not fulfull your obligation to call 811.
For your safety, you are required by Texas Law to call 811 at least 48 hours before you dig
City of LaPorte
TOMMY CROMER
97594
3/19/2015
JOHN R. BLOUNT, P.E.
March 2015
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ENGINEER'S CERTIFICATION
FLOOD PLAIN STATUSFLOOD CONTROL DISTRICT CRITERIA
DESCRIPTION OF PROPERTY
HCPID SIGNATURE BLOCK
COMMERCIAL / OTHER SITE DRAINAGE WATER AND WASTEWATER
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
EXPRESS REVIEW SHEET
HARRIS COUNTY FLOOD CONTROL DISTRICT
ENGINEERING DIVISION
PAVING
DRIVEWAYS
TRAFFIC CONSIDERATIONS
RESIDENTIAL / SUBDIVISION DRAINAGE1.3.4.5.2.
7.8.
CURBING
FIRE APPARATUS ACCESS ROAD
CURB RAMPS / SIDEWALK 11
*
*
*
*
*
(2001 ADJ.)
OTHER:
6.STORM WATER QUALITY
**
**
WORK IN HCFCD RIGHT-OF-WAY9.
LANDSCAPING 12
SITEWORK SUMMARY10
*
*
*
4
I, , A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THE
INFORMATION PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT I AM
NOT VIOLATING ANY PROVISION OF THE CURRENT TEXAS ENGINEERING PRACTICE ACT AND RULES CONCERNING THE
PRACTICE OF ENGINEERING AND PROFESSIONAL ENGINEERING LICENSURE.
THE COMPLETED PROJECT CONSISTS OF DRAWING SHEETS THRU .
SIGNATURE
ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION.
PUBLIC
PUBLIC & PRIVATE
FIRM PANEL(S) FOR PROPERTY:
FIRM PANEL(S) DATE:
STATUS OF PROPERTY ON MAP
ENTIRELY LOCATED IN UNSHADED ZONE "X"
LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE "X",
ELEVATION INFORMATION
BENCHMARK USED
DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND
II. FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION
PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL
PROPERTY LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOOD
AND IN SHADED ZONE "X"
LEVEL
YEAR OF ADJUSTMENT
HARRIS COUNTY FLOODPLAIN REFERENCE MARK
HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT
IMPERVIOUS AREA):
RE-DEVELOPMENT AREA (AMOUNT INCREASED
NEW DEVELOPMENT AREA:
I. PROPOSED DRAINAGE AREA
NEW AREA______X______=______ACRE FEET
II. DETENTION VOLUME
PROPOSED VOLUME = ACRE FEET
III. OUTFALL
EXISTING H.C. STORM SEWER
H.C. ROADSIDE DITCH
OTHER
IV. PUMPED DETENTION FACILITIES
III. AMOUNT OF FLOW
RESIDENTIAL: LOTS OR UNITS
COMMERCIAL: AVERAGE DAILY FLOW
II. PROOF OF CAPACITY
TCEQ APPROVAL FOR WATER SYSTEM AND
LETTER FROM DISTRICT AUTHORIZING SERVICE
PRIVATE WATER AND WASTEWATER SYSTEMS
MUNICIPALITY:
I. TYPE OF SERVICE PROPOSED
OTHER:
OSSF SUBDIVISION PLANNING REPORT
PRIVATE WATER SYSTEM AND INDIVIDUAL OSSF
INDIVIDUAL WATER WELL AND OSSF
MUNICIPAL UTILITY DISTRICT:
OTHER DISTRICT:
PERMIT FOR WASTEWATER SYSTEM.
NONE
RECORDED PLAT / REPLAT
III. DESIGN STRENGTH OF CONCRETE psi
I. DESIGN THICKNESS OF PAVING
II. STABILIZED SUBGRADE TO A DEPTH OF
NO LEFT / RIGHT TURN LANE IS PROPOSED
LEFT / RIGHT TURN LANE IS SHOWN ON SHEET
NO MEDIAN CUT OR RELOCATION IS PROPOSED
MEDIAN MODIFICATIONS ARE SHOWN ON SHEET
SHEET NUMBER
OFPROJECT NO.
PROPOSED PLAT / REPLAT
WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW:
INTERPOSE NO OBJECTION BY DATE
BY AS TO STORM WATER QUALITY DATE
THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA
AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED
BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'S
RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRIATE FEDERAL, STATE
AND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE
AND CONNECTION
UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID FOR A MAXIMUM OF TWO YEARS.
I. COMPLETE FOR ALL PROJECTS
II. COMPLETE FOR ALL PROJECTS.
III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED
NOTES:
I. LEGAL DESCRIPTION
I. GENERAL INFORMATION
BENCHMARK (FOR COASTAL AREAS)
I. COMPLETE FOR ALL PROJECTS
II. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOOD PLAIN
NOTES:
DELINATE FLOODPLAIN BOUNDARY ON CONSTRUCTION DRAWINGS
II. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS
I. NUMBER OF DRIVEWAY APPROACHES PROPOSED:
ON SHEET
I. MEDIAN CUTS
II. LEFT / RIGHT TURN LANE
III. TRAFFIC CONTROL PLAN
TRAFFIC CONTROL SHOWN ON SHEET
NO WORK IN THE RIGHT OF WAY IS PROPOSED THAT
WOULD INTERFERE WITH TRAFFIC FLOW
ROAD NAME:
TO DETENTION POND
TO HCFCD DRAINAGE DITCH UNIT NO.
III. DRAINAGE SYSTEM OUTFALL
II. DESIGN METHOD USED
CITY OF HOUSTON
OTHER
I. DRAINAGE SYSTEM TYPE
STORM SEWER
ROADSIDE DITCH
V. DRAINAGE SYSTEM FLOW RATE
FLOW AFTER DETENTION (IF REQUIRED):
FLOW PRIOR TO DETENTION:
TO HARRIS COUNTY ROADSIDE DITCH
V. FLOW RESTRICTOR SIZE
DETENTION REQUIRED
OUTFALL TO
OUTFALL PIPE SIZE:
RESTRICTOR PIPE SIZE:
VOLUME THAT GRAVITY FLOWS: _____________________ ACRE FEET
VOLUME THAT IS PUMPED: ________________________ ACRE FEET
ENTRANCE VELOCITY INTO ROADSIDE DITCH
PUMP SPECIFICATIONS AND OPERATING PLAN
OR STORM SEWER:
APPEAR ON SHEET
ROADSIDE DITCH OUTFALL:
ALLOWABLE OUTFALL RATE =_____________________ (CFS)
PROPOSED OUTFALL RATE:
STORM SEWER OUTFALL
CAPACITY ALLOCATED TO TRACT FROM D. A. MAP: _______ (CFS)
FROM DRAINAGE AREA MAP DATED:
PREPARED BY:
ACTUAL OUTFALL RATE: _________________________ (CFS)
III. FLOODPLAIN STORAGE SUMMARY
I. DETENTION SUMMARY
A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM
: SEE SHEET OF THESE PLANS.II. HCFCD STANDARD NOTES
FOR EXISTING AND PROPOSED RIGHT IV. REFER TO PLAN SHEETS
OF WAY DELINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDE
CLERK'S FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT,
FEE STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.)
I. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION.
NOTES:
II. COMPLETE ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR
PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN.
III. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFALL, BACKSLOPE INTERCEPTOR OR OTHER
RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN.
IV. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING
OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN.
(APPLIES ONLY TO PORTION OF LAND LOCATED WITHIN
FLOODPLAIN AS DELINEATED BY FIRM PANEL).
DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.):
i.e., BELOW ELEVATION (2001 ADJ.)CUBIC YARDS
DELINEATED FLOODPLAIN:
B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM
(2001 ADJ.)CUBIC YARDS i.e., BELOW ELEVATION
IV. TYPE AND PLACEMENT OF STEEL:
(INDICATE BASE FLOOD LEVEL___________)
LOCATED ENTIRELY IN ANY "A" ZONE OR SHADED ZONE "X",
CFS
CFS
LOCATED IN THE 10-YEAR FLOODPLAIN
FREQUENCY
AS TO LOCATION OF ITEMS IN COUNTY RIGHT OF WAYBY DATE
SITE REMOVED FROM FLOODPLAIN BY LOMA
OR LOMR-F CASE NO.______________________
4" x 12" CURBING PROPOSED EXCEPT AT MEDIANS AND ISLANDS
STANDARD 6" CURBING PROPOSED II.
I. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING
VERIFIED BY:
BY DATE
INTERPOSE NO OBJECTION
DATE
APPROVED:
BY
FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT-OF-WAY
DATE
FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT-OF-WAY
BY
FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY
ADDITIONAL COMMENTS:
RAINFALL EVENT PROBABILITY PRE-DEVELOPED PEAK POST-DEVELOPED PEAK DETENTION BASIN MAXIMUM WATER
RUNOFF (CFS)RUNOFF (CFS)PEAK OUTFLOW (CFS)SURFACE ELEVATION
PEAK STORAGE
VOLUME (AC-FT)
STORAGE RATE
(AC-FT PER AC)
10% EXCEEDANCE (10-YEAR)
1% EXCEEDANCE (100-YEAR)
DETENTION BASIN DRAINAGE AREA = _____ ACRES
STORMWATER DETENTION BASIN ROUTING TABLE
ADDITIONAL CRITERIA FOR PUMPED DETENTION BASINS:
VOLUME OF PUMPED 1% EXCEEDANCE STORAGE VOLUME = _____AC-FT _____ % OF TOTAL VOLUME
MAXIMUM DESIGN OUTFLOW VELOCITY INTO HCFCD CHANNEL = __________FT./SEC.
DRAIN TIME FOR BASIN = __________ HOURS BASED ON ___________________________________ HEAD CONDITIONS.
STORMWATER DRAINAGE DESIGN REPORT
REPORT TITLE ___________________________________________________________________________________
REPORT DATE _____________________ ENGINEERING FIRM _____________________________________________
DATE OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPLAIN ADMINISTRATOR_________________ HCFCD PROJECT #______________
STORMWATER DETENTION FOR THE PROPOSED WORK CONTAINED IN THESE PLANS IS PROVIDED BY OTHER PLANS:
PLAN TITLE ____________________________________________________________________________________________
ENGINEERING FIRM _____________________________ DATE SIGNED BY HCFCD __________________ HCFCD PROJECT # ________
DATEAS TO PAVING AND/OR DRAINAGE ONLYBY
ACTUAL OUTFALL RATE: _________________________ (CFS)
CAPACITY ALLOCATED TO TRACT FROM D. A. MAP: _______ (CFS)
FROM DRAINAGE AREA MAP DATED:
PREPARED BY:
IV STORM SEWER OUTFALL
IV. TRAFFIC SIGNAL
LOMR REQUIRED IV.
PROJECT NAME:
NO TRAFFIC SIGNAL IS EXISTING / PROPOSED
PROPOSED STORM SEWER IS SUBMERGED.
STATIC W.S.E. @ OUTFALL IS _________________.
DETENTION POND MAINTAINED BY
REQUIRED AND SHOWN ON SHEET(S)
NOT REQUIRED DUE TO
APPROVED:
VERSION 11.0 AUGUST 4, 2009
CURB RAMPS PROPOSED
SIDEWALKS PROPOSED
IV. HCAD ACCOUNT NOS. (ALL)
A. ACREAGE:
A. SUBDIVISION PLAT
EXISTING TRAFFIC SIGNAL DEVICES (T.C. BOXES AND LOOPS)
SHOWN ON SHEET
V. TRAFFIC IMPACT ANALYSIS
NO TRAFFIC IMPACT ANALYSIS IS REQUIRED
TRAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE:_______
PROPOSED TRAFFIC SIGNAL (BY OTHERS)
A. HOME BUILDER
B. DEVELOPER
C. H.O.A.
D. OTHERS
.55
.65
.75
OTHER:
ADDITIONAL COMMENTS:
LOCATED IN CYPRESS CREEK LOMR 08-06-2369P
RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED
DATE SHEET NO.DESCRIPTION
R E V I S I O N S
H.C. APPROVED DATE
DATE
PRIVATE
NO PLAT REQUIRED
I. CONSTRUCTION PROTECTIVE MEASURES.
OTHER(S):
SWPPP SITE PLAN AND DETAILS ON SHEET(S) _____________
II. APPLICABILITY FOR PERMANENT FEATURES.
III. PERMANENT STORM WATER QUALITY FEATURES.
DETAILS AND CALCULATIONS APPEAR ON SHEET(S) ____________
VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY)
EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE.
"STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWQMP SITE PLAN ON
EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL.
EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE
POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONS
APPEAR ON SHEET(S) ____________
TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE.
STORM WATER QUALITY PERMIT REQUIREMENT FOR THIS PROJECT IS COVERED
BY _________________________ .
SHEET(S) _________________________________
HYDRODYNAMIC TYPE SEPERATOR MODEL: _________________________
I - II REQUIRED ON ALL PROJECTS, III IF NOT EXEMPT OR "GRANDFATHERED"
NOTES:
INCLUDE: PROJECT TITLE, HARRIS COUNTY PROJECT NUMBER, AND SWQ PERMIT NUMBER, OR
THE NAME OF THE PERMITTING AUTHORITY IF OTHER THAN HARRIS COUNTY.
OUTFALL
UTILITY CROSSING
ROADWAY BRIDGE / CULVERT CROSSING
I. TYPE OF WORK TO BE PERFORMED IN CHANNEL
US ARMY CORPS OF ENGINEERS INDIVIDUAL PERMITS
FILL ACTIVITY
REHABILITATION OF CHANNEL
MAINTENANCE
TEMPORARY CROSSING
OTHER
II. PERMIT
PERMIT NUMBER(S) ______________
US ARMY CORPS ENGINEERS NATIONWIDE
OTHER
EXPLAIN:
NO PERMITS REQUIRED
III. REFERENCE / BASIS OF DETERMINATION
ENVIRONMENTAL CONSULTANT REPORT
REPORT TITLE ______________________________
REPORT DATE ______________________________
BY _____________________________________
OTHER ___________________________________
I. - III. REQUIRED ON PROJECTS WITH WORK IN A HCFCD CHANNEL.
NOTES:
REQUIRED AND SHOWN ON SHEET(S) _________________
NOT REQUIRED
PLEASE REFERENCE SECTION 17 OF THE FLOOD CONTROL DISTRICT
POLICY, CRITERIA, AND PROCEDURE MANUAL FOR MORE INFORMATION.
CRITICAL FACILITY
STORM WATER QUALITY
DETENTION
DRAINAGE SWALE
CUT____CU.YDS. / FILL____CU.YDS.
FILL PLACEMENT ___________#ACRES
UNDERGROUND UTILITIES (COMBINATION WATER/SEWER)
ORGANIZED SEWER PRIVATE
PAVING
DRIVEWAY WITH CULVERT___ CURB AND GUTTER___ TXDOT___
SEPTIC
YES NO
ORGANIZED WATER PRIVATE
PUBLIC
PUBLIC
PRIVATE PUBLIC
EXISTING NO PROPOSED
NO
YES NO
YES
YES
YES
SIGN CLASSIFICATION
LOCATED IN:
ETJ
SCENIC DISTRICT
TOLL ROAD
EASEMENT AUTHORIZATION
LETTERS ________________________________________
(DRAINAGE LAYOUT PG. NO._____)
(INDICATE BASE FLOOD LEVEL___________)
A PERMIT IS REQUIRED FOR EACH SCOPE OF WORK ON SITE.
A NOTIFICATION IS REQUIRED FOR EACH SCOPE OF WORK IN HC OR HCFCD ROW.
FOR EACH SCOPE OF WORK IN HC OR IN www.eng.hctx.net/permitsREFER TO
HCFCD ROW.
NOTES:
SURVEY & ABSTRACT:
C. ADJACENT ROADS:
II. PLATTING
PLAT NUMBER ___________________________
PLAT NAME: ____________________________
B. STREETS PROPOSED
CITY OF HOUSTON
ETJ, CITY OF HOUSTON
NO ETJ
ETJ, CITY OF
CITY OF
III. JURISDICTIONS
B. SUBDIVISION:
KEY MAP page(s)______________R
CULVERT___
OTHER ________________________________________
CPC 101 FORM MAY BE REQUIRED
OTHER
(BASE FLOOD LEVEL_____)
V. UNOBSTRUCTED VISIBILITY EASEMENT (U.V.E.)
REQUIRED AND SHOWN ON SHEET(S)
NOT REQUIRED
HARRIS COUNTY ADMINISTRATIVE DATA
(THIS SECTION TO BE FILLED OUT BY HARRIS COUNTY REVIEWER)
1
SEE SEAL SEE SEAL
48201C0735L
JUNE 18, 2007
P100-00-00 AND P127-00-00
10"
3000
8"
#5 @ 12" LONG & 24" TRANS
28
N/A
5.44
5.44 4.73
4.73
N/A
N/A
N/A
N/A
28.93
ABSTRACT 625 & ENOCH BRINSON SURVEY ABSTRACT 05
RICHARD PEARSALL SURVEY
NORTH D ST., NORTH H ST.
SPENCER HWY., NORTH C ST.,
LA PORTE
6253C, 6252A, 6152B, 6153D, 6154D, 6253B
6254C
540-S&W, 539Z
97
CROUCH ENVIRONMENTAL SERVICE, INC
SENS ROAD INCLUDING OFFSITE IMPROVEMENTS
MARCH 17, 2010
116
94.6 92.1 92.1 17.1 1.70 0.31
19.1 4.73 0.87162.5 162.5 162.5
N/A
SENS ROAD & BAY AREA BOULEVARD ANALYSIS
DECEMBER 2009 R.G. MILLER, INC.
JULY 9, 2010 2006131
SENS ROAD IMPROVEMENT
BINKLEY & BARFIELD, INC.2006131
RMN NO. 060040 NGS
BRASS DISC STAMPED K12441978 LOCATED ON SENS
ROAD AT STREAM F216-00-00, LOCATED ON SOUTHEAST
CORNER OF CONCRETE GUARD RAIL OF DOWNSTREAM SIDE.
NAVD 1988, 2001 ADJUSTMENT ELEV. 24.67
SENS ROAD - 300' NORTH OF SPENCER HWY TO 300' NORTH OF AVENUE H
INCLUDING OFFSITE IMPROVEMENTS TO LITTLE CEDAR BAYOU HCFCD UNIT NO. F216-00-00
.87
TOMMY V. CROMER
93-96
10
: SEE SHEET OF THESE PLANS.III. HCFCD STANDARD DETAILS
TOMMY V. CROMER
50-53
2037825
225
24
104-113
267
TOMMY CROMER
97594
3/16/2015
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BORE B-6
BORE B-7
W
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BORE B-8
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
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268
55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00
PI 71+00
72+00
PI
73+00 74+00 75+00 76+00 77+00 78+00
PI
79+00 80+00 81+00 82+00 83+00 84+00
PI
85+00
0
+0
0
1
+0
0
2
+0
0
2+
00
1+
00
0+
00
85+00 86+00 87+00 88+00 89+00PI 90+00
91+00
PI
92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+000
+0
0
1
+0
0
MAHHOLE NO.1
24" RCP
SENS ROAD
L
IT
T
L
E
C
E
D
A
R
B
A
Y
O
U
S
P
E
N
C
E
R
H
IG
H
W
A
Y
SENS ROAD
GAH
1"=100'
ROADWAY PROJECT LAYOUT
(
F
2
1
6
-
0
0
-
0
0
)
SHEET 1 OF 12
RDWY P&P
SHEET 2 OF 12
RDWY P&P
SHEET 3 OF 12
RDWY P&P
SHEET 4 OF 12
RDWY P&P
SHEET 5 OF 12
RDWY P&P
SHEET 6 OF 12
RDWY P&P
SHEET 7 OF 12
RDWY P&P
SHEET 8 OF 12
RDWY P&P
SHEET 9 OF 12
RDWY P&P
SHEET 10 OF 12
RDWY P&P
S
H
E
E
T
11
O
F
12
R
D
W
Y
P
&
P
S
H
E
E
T
11
O
F
12
R
D
W
Y
P
&
P
S
H
E
E
T
1
2
O
F
12
R
D
W
Y
P
&
P
5
N
O
R
T
H
"D
"
S
T
.
N
O
R
T
H
"C
"
S
T
.
N
O
R
T
H
"H
"
S
T
.
D
E
T
E
N
T
IO
N
P
O
N
D
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R
.O
.
W.
R
.O
.
W.
R
.O
.
W.
R
.O
.
W.
R
.
O
.
W
.
R
.
O
.
W
.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R
.O
.
W.
R
.O
.
W.
SEE VDW PLANS
SEE SHEET 125
on ROW map. See Sheets 109-117.
Survey Control Data shown
NOTE:
H:1"=5', V:1"=2'
R
.
O
.
W
.
NJD
1/4"/FT.
9'-12'
16" SOD
#5's @ 12" CTRS.
#5's @ 24" CTRS.#5's @ 24" CTRS.
#5's @ 12" CTRS.
(TYP.)
1'
14'
2 LANES @ 12'
24'
2 LANES @ 12'
24'
L
62' FACE TO FACE
6"
2'4.5'
C DITCHL
6"
3:1
3:1
MAX.
R
.
O
.
W
.
49'
50'
18'
19'
1/4"/FT.
3'
1.5'
1/4"/FT.
2' MAX.
1' MIN.
1/4"/FT.
1'
2' SOD
2.5'
(TYP.)
1'
16" SOD
#5's @ 12" CTRS.
#5's @ 24" CTRS.#5's @ 24" CTRS.
#5's @ 12" CTRS.
(TYP.)
1'
2 LANES @ 12'
24'
2 LANES @ 12'
24'
LC PROP. SENS ROAD
6"C DITCHL
6"
3:1
3:1
MA
X.
R
.
O
.
W
.
1/4"/FT.1/4"/FT.1/4"/FT.
R
.
O
.
W
.
R
.
O
.
W
.
49'
RAISED MEDIAN
STA. 82+00 TO STA. 84+00 (LITTLE CEDAR BAYOU)
51'
50'
VARIES
0.5' TO 2.5'
VARIES
1.5' TO 3'
VARIES
9.5' TO 11'
VARIES
0' TO 2'
VARIES
4.5'
TO
3'
VARIES
16" SOD 16" SOD
9.5
12'
11'
0.5'
7.5'
7'
0' TO 7'
VARIES
0.5'
20'
19'
PGL
PGL
PGLPGL
*
**
**
*
**
***
*
*
»¿
»¿
10" REINFORCED CONCRETE PAVEMENT
VARIES (9' TO 18')
VARIES (62' TO 80' FACE TO FACE)
VARIES 14' TO 20.5'
10" REINFORCED CONCRETE PAVEMENT 10" REINFORCED CONCRETE PAVEMENT
10" REINFORCED CONCRETE PAVEMENT
VARIES (51' TO 60.5')
#3's @ 18" CTRS.
#3's @ 18" CTRS.
#3's @ 18" CTRS.
VARIES (1' TO 32')
HYDROMULCH
LIMITS OF
HYDROMULCH
LIMITS OF
HYDROMULCH
LIMITS OF
HYDROMULCH
LIMITS OF
HYDROMULCH
LIMITS OF
BEGIN PROJECT STA. 57+83.26 TO STA. 59+55.78
3/8"/FT.3/8"/FT.
PAVEMENT
5" REINFORCED CONCRETE
(MAX)
2' SOD
PATH
SHARED USE
8'
6
CONCRETE PAVEMENT
5" REINFORCED
8'
PATH
SHARED USE
VARIES
PATH
SHARED USE
8'
PAVEMENT
5" REINFORCED CONCRETE
(TYP.)
1'
1:1 MAX.
1:1 MAX.****
****
****
1:1 MAX****R
.O
.
W.
RAIL
PROP. PED
USE PATH
PROP. SHARED
EACH WAY
#4 @ 12" C-C
PROP. SLOPE PAVING
GREATER THAN 3:1.
USE 5" SLOPE PAVING FOR SLOPES
STA. 68+95.74 TO STA. 72+98.40
8" LIME (8%) STAB. SUBGRADE
8" LIME (8%) STAB. SUBGRADE
8" LIME (8%) STAB. SUBGRADE
8" LIME (8%) STAB. SUBGRADE
ROADWAY TYPICAL SECTIONS
SHEET 1 OF 2
10'-5"
4'6.5'2' MAX.
1' MIN.
1'-5"
C PROP. SENS ROAD
PROPOSED TYPICAL SECTION
PROPOSED TYPICAL SECTION
SLOPE PAVING
PROP. 5" CONC.
STA. 59+55.78 TO STA. 68+95.74
STA. 72+98.40 TO 82+00 AND 84+00 TO 95+22
STA 87+04.00 TO 88+43.76
STA 81+10.00 TO 84+00.00
STA 73+73.50 TO 78+00.00
STA 88+43.76 TO 95+22.00
STA 84+00.00 TO 87+04.00
STA 78+00.00 TO 81+10.00
STA 57+83.26 TO 73+73.50
SHARED USE PATH
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
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268
(TYP.)
2'
C PROP. ROAD
R
.
O
.
W
.
R
.
O
.
W
.
34.7'
NJD
2%2%
NOT TO SCALE
R
.
O
.
W
.
R
.
O
.
W
.
36'42.6'
(CALLED 80' R.O.W.)
78.6'
(TYP.)
2'
C PROP. ROAD
2%2%
R
.
O
.
W
.
R
.
O
.
W
.
39'
(TYP.)
2'
80' R.O.W.
41'
C PROP. ROAD
2%2%
16" SODDING 16" SODDING
16" SODDING16" SODDING
16" SODDING 16" SODDING
(LOOKING EAST)
STATION 68+65.74 STATION 73+28.40
(LOOKING WEST)
STATION 92+12.18
22.9' TO 40'
VARIES
11.7' TO 20'
VARIES
11.2' TO 20'
VARIES
23.4' TO 44'
VARIES
12.2' TO 22'
VARIES
11.2' TO 22'
VARIES
MULCH
HYDRO
OF
LIMITS
HYDROMULCH
LIMITS OF HYDROMULCH
LIMITS OF
HYDROMULCH
LIMITS OF
HYDROMULCH
LIMITS OF
HYDROMULCH
LIMITS OF
7
CONCRETE SURFACE
4" HOT MIX ASPHALT CONCRETE SURFACE
4" HOT MIX ASPHALT
CONCRETE SURFACE
4" HOT MIX ASPHALT
2 LANES @ 12'
24'
R
.
O
.
W.
R
.
O
.
W.
49'
RAISED MEDIAN
16" SOD 16" SOD
1/4"/FT.1/4"/FT.
VARIES (9' TO 10')
VARIES (76' TO 60.5')
C SENS ROAD
VARIES (20.5' TO 36')
PROPOSED TYPICAL SECTION (MEDIAN)PAVEMENT (10")
CONCRETE
SUBGRADE (8")
LIME STABILIZED
HYDROMULCH
LIMITS OF
80' (FACE TO FACE)
2 LANES @ 12' (11' LTL)
VARIES (24'-35')
ROADWAY TYPICAL SECTIONS
SHEET 2 OF 2
68.5' R.O.W.
33.8'
23.2' TO 36'
VARIES
L
L
L
L
11' TO 20'
VARIES
12.2' TO 20'
VARIES
10" BLACK BASE
6" LIME STABILIZED (8%) SUBGRADE
10" BLACK BASE
10" BLACK BASE 6" LIME STABILIZED (8%) SUBGRADE
6" LIME STABILIZED (8%) SUBGRADE
BEGIN PROJECT STA. 57+83.26 TO STA. 59+55.78
VARIES
#5's @ 24" CTRS.
#5's @ 12" CTRS.#5's @ 24" CTRS.
#5's @ 12" CTRS.
(LOOKING WEST)
NORTH 'H' STREETNORTH 'D' STREETNORTH 'C' STREET
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
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ENGINEERING DIVISION
ARCHITECTURE AND
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HARRIS COUNTY PUBLIC
SENS ROAD
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MAR 2015
268
LC SENS ROAD
EXISTING TYPICAL SECTION
H:1"=5', V:1"=2'
R
.O
.W.
R
.O
.
W.
NJD
LC SENS ROAD
EXISTING TYPICAL SECTION
R
.
O
.
W
.
R
.
O
.
W
.
SURFACE (VARIES 3"-5")
ASPHALT CONCRETE
GRAVEL BASE (VARIES 15"-20")
COMPACTED SAND AND
8
2 LANES @ 12'
24' BASE & SURFACE
29.41' TO 49.94'
VARIES
28.23' TO 59.64
VARIES
(VARIES 3"-5")
SURFACE
CONCRETE
ASPHALT
BEGIN PROJECT STA. 57+80.26 TO STA. 63+38
STA. 63+38 TO END PROJECT STA. 98+42
49'
VARIES (0' TO 32')
STRIPED MEDIAN
VARIES 2 LANES @ 12' TO 1 LANE @ 12'
VARIES (12' TO 24')
BASE & SURFACE
51' TO 60.2'
VARIES
VARIES 2 LANES @ 12' TO 1 LANE @ 12'
VARIES (12' TO 24')
BASE & SURFACE
(VARIES 15"-20")
GRAVEL BASE
SAND AND
COMPACTED
EXISTING TYPICAL SECTIONS
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
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SENS ROAD
267
17. MANHOLES, JUNCTION BOXES, INLETS, AND RISERS ARE TO BE PRE-CAST OR CAST IN PLACE.
BORROW IS BROUGHT ON-SITE.
WHETHER FROM STORM SEWER, ROADWAY, AND/OR CHANNEL EXCAVATION, SHALL BE USED BEFORE
ANY SUITABLE EXCAVATED MATERIAL ON THE PROJECT WHICH IS AVAILABLE AT THE TIME OF NEED;
AT A SECURED OFF-SITE LOCATION AT NO ADDITIONAL EXPENSE TO HARRIS COUNTY.
16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO STOCKPILE NECESSARY MATERIAL ON-SITE OR
INCIDENTAL AND NO SEPARATE PAYMENT SHALL BE MADE.
15. THE REMOVAL OF ANY ABANDONED UTILITIES REQUIRED TO COMPLETE THE WORK SHALL BE
SCOPE OF ACTIVITIES WITHIN THE PROJECT LIMITS.
REQUIRED FOR THE PROJECT LIMITS AND DURATION, REGARDLESS OF THE CONTRACTOR'S
SPECIFICATION ITEM 560 (NO SEPARATE PAY). MOWING, MAINTENANCE, AND CLEAN-UP IS
14. MOWING, MAINTENANCE, AND CLEAN-UP OF THE PROJECT SHALL MEET THE REQUIREMENT OF
INSPECTION BY THE ENGINEER.
13. THE CONTRACTOR SHALL MAINTAIN UPDATED RED-LINED RECORD DRAWINGS ON SITE FOR
BENCHMARK AND SURVEY CONTROLS.
12. THE COUNTY OR THE COUNTY'S SURVEYOR SHALL PROVIDE A BENCHMARK OR TEMPORARY
NOTES TO BE PROVIDED TO THE ENGINEER PRIOR TO CONSTRUCTION.
11. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CONTRACTOR. TWO COPIES OF STAKING
PUBLIC LAND SURVEYOR FOR THE ORIGINAL PROPERTY OWNER AT NO SEPARATE PAY.
10. IRON RODS DISTURBED DURING CONSTRUCTION ARE TO BE REPLACED BY A REGISTERED
BY TRACKED EQUIPMENT.
9. PAVED SURFACES, PAVEMENT MARKERS AND MARKINGS SHALL BE PROTECTED FROM DAMAGE
WATERED-IN. NO SEPARATE PAY.
SHALL BE REPLACED WITHIN 72 HOURS OF REMOVAL AND ARE TO BE THOROUGHLY
TREES, BUSHES, SHRUBBERY AND OTHER DAMAGED PLANTINGS DESIGNATED TO REMAIN
SHALL BE REPLACED WITH LIKE-KIND OR BETTER AT THE CONTRACTOR'S EXPENSE.
DESIGNATED TO REMAIN, ANY DAMAGE CAUSED BY THE CONTRACTOR TO SUCH ITEMS,
ALSO, IF THESE ITEMS ARE LOCATED WITHIN THE PROJECT RIGHT-OF-WAY AND ARE
CONTRACTOR'S EXPENSE.
COUNTY'S RIGHT-OF-WAY, SHALL BE REPLACED WITH LIKE-KIND OR BETTER AT THE
ANY DAMAGE CAUSED BY THE CONTRACTOR TO SUCH ITEMS LOCATED OUTSIDE OF THE
WORK ITEMS OR AS OVERRUNS TO EXISTING PAY ITEMS.
DELIVERY. IN THAT CASE, PAYMENT FOR THESE INSTALLATIONS WILL BE INCLUDED AS EXTRA
MINIMUM LEVEL OF QUALITY NEEDED TO SECURE THE PROPERTY AND/OR MAINTAIN MAIL
IF THE OWNER HAS FAILED TO DO SO, THE CONTRACTOR WILL REPLACE THEM WITH THE
TO RELOCATE OR REPLACE THESE ITEMS OUTSIDE OF THE COUNTY'S RIGHT-OF-WAY.
COUNTY'S RIGHT-OF-WAY. NOTE: PRIOR TO CONSTRUCTION, THE PROPERTY OWNER WAS PAID
TRASH CONTAINERS, CULVERTS, ETC. OR SECTIONS THEREOF, THAT ENCROACH WITHIN THE
8. THE CONTRACTOR SHALL REMOVE ANY FENCES, POSTS, MAILBOXES, PLANTERS, PERMANENT
MAINTAINED THROUGHOUT CONSTRUCTION.
7. TRAFFIC INGRESS AND EGRESS FOR DRIVEWAYS AND PEDESTRIAN ACCESS FACILITIES SHALL BE
BLOCKING DRIVEWAYS OR ENTERING UTILITY EASEMENTS.
6. THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS A MINIMUM OF 24 HOURS PRIOR TO
ENGINEER, SHALL DETERMINE HIS/HER LAY-DOWN AND/OR STAGING AREA LOCATIONS.
5. PRIOR TO CONSTRUCTION, THE CONTRACTOR, ALONG WITH CONCURRENCE FROM THE FIELD
BE AS GOOD AS OR BETTER THAN PRIOR TO STARTING WORK.
4. THE CONDITION OF THE ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION OF THE JOB SHALL
DEBRIS AT CLOSE OF EACH WORK DAY.
3. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING STREETS OF CONSTRUCTION DIRT AND
CONTRACTOR PROPERTY, EQUIPMENT, AND WORK.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SECURITY TO PROTECT THE PROJECT SITE,
1. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE BEGINNING CONSTRUCTION.
BEYOND THE ESTABLISHED BID ITEMS OF THE CONTRACT.
DEFINED CHECKLISTS, PROCEDURES AND/OR REPORTS AT NO ADDITIONAL COST TO THE COUNTY
SYSTEM INSTALLATION(S) AND MODIFICATION(S) REQUIRING THE CONTRACTOR'S ADHERENCE TO
SPECIFICATIONS AND/OR SPECIAL PROVISIONS RELATED TO PROPOSED TRAFFIC CONTROL SIGNAL
ACTIVATION OF TRAFFIC SIGNAL CONTROL SYSTEMS. THE PROJECT MANUAL MAY INCLUDE SPECIAL
INSTALLATION AND MODIFICATION, WHICH INCLUDES PROCEDURES AND REQUIREMENTS REGARDING
5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO STANDARD SPECIFICATION ITEM 1000, TRAFFIC SIGNAL
ADDRESSED PRIOR TO ACTIVATION OF THE TRAFFIC SIGNAL SYSTEM.
MEETING OR AT THE TIME THE SIGNAL SYSTEM IS ACTIVATED THAT ARE NOT OTHERWISE
ON TO COMPLETE ANY PUNCHLIST ITEMS IDENTIFIED AT THE PRE-"TURN ON" WALK-THROUGH
4. THE CONTRACTOR SHALL HAVE 10 DAYS FROM THE DATE THE TRAFFIC SIGNAL SYSTEM IS TURNED
ESTABLISHED.
TRAFFIC SIGNAL, AS IT EXISTS, IS NOT A THREAT TO PUBLIC SAFETY, A "TURN ON" DATE WILL BE
TRAFFIC SIGNAL HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT, AND THAT THE
INCOMPLETE ITEMS TO BE COMPLETED. AT SUCH TIME AS MEETING ATTENDEES AGREE THAT THE
MEETING WILL RESULT IN THE "TURN ON" BEING POSTPONED TO ALLOW ADEQUATE TIME FOR THE
IDENTIFIED AS BEING CRITICAL TO PUBLIC SAFETY PRIOR TO THE PRE-TURN ON WALK-THROUGH
TERMINATED ELECTRICAL SERVICE CONDUCTORS. FAILURE TO ADDRESS THE PUNCHLIST ITEMS
VEHICULAR AND PEDESTRIAN DETECTION, COMPLETED CABINET-TO-FIELD WIRING, AND PROPERLY
BONDING OF EARTH GROUNDS, PROPERLY ALIGNED TRAFFIC SIGNALS, FULLY OPERATIONAL
BUT ARE NOT LIMITED TO: PAVEMENT MARKINGS AND SIGNAGE, PROPER AND ACCEPTABLE
FOR THE TRAFFIC SIGNAL SYSTEM. ITEMS THAT HAVE AN IMPACT ON PUBLIC SAFETY INCLUDE,
PUBLIC SAFETY WILL BE IDENTIFIED FOR CORRECTION PRIOR TO ESTABLISHING THE "TURN ON" DATE
OF RECORD, AND THE CONTRACTOR. AS A MINIMUM, ANY DEFICIENCIES THAT ADVERSELY IMPACT
PUBLIC SAFETY. THIS MEETING SHALL BE ATTENDED BY THE TRAFFIC INSPECTOR, THE ENGINEER
ACCORDANCE WITH THE CONTRACT, AND IN A MANNER THAT DOES NOT ADVERSELY IMPACT
MEETING WILL BE TO ESTABLISH THAT THE TRAFFIC SIGNAL SYSTEM HAS BEEN CONSTRUCTED IN
WALK-THROUGH INSPECTION MEETING, IN ACCORDANCE WITH ITEM 2. THE PURPOSE OF THE
3. PRIOR TO ACTIVATING A NEW TRAFFIC SIGNAL, THE CONTRACTOR SHALL REQUEST A PRE-TURN ON
TO COMPLETE TRAFFIC SIGNAL SYSTEM WITHIN THE TIMEFRAME SET FORTH IN THE CONTRACT.
CAUSED BY INCOMPLETE CONSTRUCTION OR INADEQUATE CONTRACTOR PREPARATIONS REQUIRED
ESTABLISHED. TIME EXTENSIONS TO THE CONTRACT TIME WILL NOT BE GRANTED FOR DELAYS
SATISFACTORILY, THE DATE OF THE PRE-"TURN ON" WALK-THROUGH INSPECTION SHALL BE
IF, IN THE OPINION OF THE TRAFFIC INSPECTOR, ALL ITEMS HAVE BEEN ADDRESSED
SHALL REQUEST THE TRAFFIC INSPECTOR REVIEW AND APPROVE ITEMS PREVIOUSLY IDENTIFIED.
CONTRACTOR HAS COMPLETED ALL INCOMPLETE ITEMS AND PREPARATIONS, THE CONTRACTOR
INCOMPLETE CONSTRUCTION ITEMS AND PREPARATIONS TO BE COMPLETED. AFTER THE
WALK-THROUGH INSPECTION MEETING WILL BE POSTPONED TO ALLOW ADEQUATE TIME FOR
PROGRESS AND ADEQUATE PREPARATIONS ARE NOT COMPLETE, THE PRE-"TURN ON"
WALK-THROUGH INSPECTION MEETING. IF IN THE OPINION OF THE TRAFFIC INSPECTOR, REQUIRED
ACHIEVED AND THAT ADEQUATE PREPARATIONS ARE IN PLACE TO SCHEDULE A PRE-"TURN ON"
VERBAL CONCURRENCE FROM THE TRAFFIC INSPECTOR THAT ADEQUATE PROGRESS HAS BEEN
THE DESIRED ACTIVATION OF ANY NEW TRAFFIC SIGNALS. THE CONTRACTOR SHALL OBTAIN
FIELD INSPECTOR, HEREAFTER REFERRED TO AS THE TRAFFIC INSPECTOR, ONE-WEEK PRIOR TO
2. THE CONTRACTOR SHALL MEET WITH THE HARRIS COUNTY TRAFFIC SIGNAL MAINTENANCE GROUPS
UNLESS OTHERWISE REQUIRED BY THE CONTRACT.
PUNCHLIST ITEMS, SHALL BE COMPLETED PRIOR TO THE ACTIVATION OF THE SIGNAL SYSTEM(S),
1. ALL ITEMS RELATING TO THE CONSTRUCTION OF TRAFFIC SIGNAL INSTALLATIONS, EXCEPT FOR
ACCORDINGLY AND BECOME PART OF THE CONTRACT DOCUMENTS.
BASIS FOR A "CHANGE IN CONTRACT" TO REVISE THE TRAFFIC CONTROL BID ITEMS
OF TEXAS. UPON APPROVAL BY HARRIS COUNTY, THE ALTERNATIVE PLAN SHALL BECOME THE
AND SIGNED & SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE
DAYS PRIOR TO THE PROPOSED IMPLEMENTATION DATE. THE TCP SHALL BE DRAWN TO SCALE
SUBMIT THE ALTERNATIVE TCP TO THE COUNTY FOR APPROVAL NO LESS THAN 10 WORKING
IF THE CONTRACTOR CHOOSES TO USE A DIFFERENT TCP, HE/SHE SHALL PREPARE AND
AND IMPLEMENTED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
THE BASIS OF ESTIMATION FOR THE TRAFFIC CONTROL BID ITEMS, AND IS TO BE UTILIZED
IS TO DOCUMENT A VIABLE TCP THAT CAN BE UTILIZED TO CONSTRUCT THE PROJECT. IT IS
7. THE PURPOSE OF THE CONSTRUCTION SEQUENCE AND TRAFFIC HANDLING OUTLINED HEREIN
TRAFFIC CONTROL MUST BE MAINTAINED UNTIL PUNCHLIST COMPLETION.
CONTRACTOR SHALL END 10 DAYS AFTER SUBSTANTIAL COMPLETION, ALTHOUGH PROPER
PERCENTAGE BASIS OF THE TIME INSTALLED. TRAFFIC CONTROL PAYMENTS TO THE
PROPERLY INSTALLED FOR LESS THAN A FULL MONTH SHALL BE BASED ON A
PROJECT, INCLUDING THE PUNCHLIST PERIOD. PAYMENT FOR TRAFFIC CONTROL THAT IS
6. TRAFFIC CONTROL PER THE CONTRACT IS REQUIRED FOR THE ENTIRE DURATION OF THE
OR INADEQUATE CONTRACTOR PREPARATIONS REQUIRED TO IMPLEMENT TRAFFIC CONTROL.
WILL NOT BE GRANTED FOR DELAYS CAUSED BY THE INCOMPLETE CONSTRUCTION ITEMS
INCOMPLETE CONSTRUCTION ITEMS OR PREPARATIONS ARE COMPLETED. TIME EXTENSIONS
NOT IMPLEMENT THE NEXT PHASE, STEP, OR ELEMENT OF TRAFFIC CONTROL UNTIL
PROGRESS AND ADEQUATE PREPARATIONS ARE NOT COMPLETE, THE CONTRACTOR SHALL
PRIOR TO SWITCHING TRAFFIC. IF, IN THE OPINION OF THE ENGINEER, REQUIRED
PROGRESS HAS BEEN ACHIEVED AND THAT ADEQUATE PREPARATIONS ARE IN PLACE
SHALL OBTAIN WRITTEN CONCURRENCE FROM THE ENGINEER THAT ADEQUATE PROJECT
DESCRIPTION OF THE CONTRACTOR'S PLAN AND PREPARATIONS. THE CONTRACTOR
ELEMENT, THE CONTRACTOR SHALL MEET WITH THE ENGINEER TO GIVE A DETAILED
OR THE IMPLEMENTATION OF AN ADDITIONAL, REVISED, OR NEW TRAFFIC CONTROL
5. ONE DAY PRIOR TO THE IMPLEMENTATION OF A TRAFFIC CONTROL PLAN PHASE OR STEP,
ENSURE THAT THE ROADWAY IS OPEN ON, OR PRIOR TO, THE AGREED UPON DATE.
RELATED CONSTRUCTION METHODS TO MINIMIZE THE DURATION OF THE DETOUR AND TO
PRIOR APPROVAL OF THE FIELD ENGINEER) HIGH EARLY STRENGTH CONCRETE AND OTHER
CLOSURE AND DATE THE ROAD WILL RE-OPEN TO TRAFFIC. CONTRACTOR TO USE (WITH
SIGNAGE TWO WEEKS IN ADVANCE STATING THE DATES OF THE AGREED UPON DATE OF
PLANS, IF ALLOWED, MUST INCLUDE APPROPRIATE DETOUR SIGNAGE, PUBLIC NOTICE VIA
4. DETOURS REQUIRE PRIOR APPROVAL OF THE FIELD ENGINEER AND PRECINCT. DETOUR
REQUIRED TO DIRECT TRAFFIC DURING LANE CLOSURES.
9A.M. TO 4 P.M.) UNIFORMED PEACE OFFICERS OR FLAGGERS IN RADIO CONTACT ARE
3. LANE CLOSURES SHALL BE DURING OFF-PEAK HOURS ONLY (MONDAY THROUGH FRIDAY
DETOURS AROUND THE CONSTRUCTION SITE AND PROVIDE PUBLIC NOTIFICATION.
DIRECTION DURING WORKING HOURS EXCEPT DURING FLAGGING OPERATION OR PROVIDE
2. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF OF TRAFFIC IN EACH
AND THE APPROVED TRAFFIC CONTROL PLAN.UNIFORM TRAFFIC CONTROL DEVICES
MANUAL ON CONFORMANCE WITH PART VI OF THE MOST RECENT EDITION OF THE
1. THE CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN
TRAFFIC CONTROLTRAFFIC SIGNALGENERAL
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
GENERAL NOTES FOR PRECINCTS
1, 2 AND 4
LMJ
PDG
NONE
7/23/14
3
GENERAL NOTES
3. AT&T TEXAS/SWBT FACILITIES
FACILITIES.
HIM AT rl7259@ATT.COM, IF THERE ARE QUESTIONS ABOUT BORING OR EXCAVATING NEAR OUR AT&T TEXAS/SWBT
6. PLEASE CONTACT THE AT&T TEXAS DAMAGE PREVENTION MANAGER MR. ROOSEVELT LEE JR. AT (713)567-4552 OR E-MAIL
IN THE AREA.
SHOWN ON THESE PLANS DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT
5. THE PRESENCE OR ABSENCE OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES
POLE FOR SUPPORT.
THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE
4. WHEN AT&T TEXAS/SWBT FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO
CONTRACTOR SHALL EXPOSE THE AT&T TEXAS/SWBT FACILITIES.
ALL EXCAVATIONS MUST BE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE
3. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES,
UNDERGROUND LINES FIELD LOCATED.
2. THE CONTRACTOR SHALL CALL 1-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE
UNDERGROUND UTILITIES.
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE
SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY
1. THE LOCATIONS OF AT&T TEXAS/SWBT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR
4. DCP MIDSTREAM PIPELINE
1. CENTERPOINT ENERGY
OR DAMAGE PRESENT FACILITIES.
RIGHT-OF-WAY AND SHALL BE CONTACTED 48 HOURS PRIOR TO ANY CONSTRUCTION WORK THAT MIGHT INTERFERE WITH
B.THE FOLLOWING ARE KNOWN TO OWN AND/OR OPERATE PUBLIC UTILITIES OR PIPELINES WITHIN THE EXISTING ROADWAY
1-800-344-8377 (TEXAS EXCAVATION SYSTEM)
1-800-545-6005 (TEXAS ONE-CALL SYSTEM)
1-800-669-8344 (UCC OUTSIDE HOUSTON)
713-223-4567 (UCC IN HOUSTON)
THE FOLLOWING PHONE NUMBERS 72 HOURS PRIOR TO ANY EXCAVATION:
THE CONTRACTOR SHALL VERIFY LOCATION OF UNDERGROUND UTILITY LINES. THE CONTRACTOR SHALL CONTACT
A.THE APPROXIMATE LOCATIONS OF KNOWN UNDERGROUND PIPELINES AND UTILITIES HAVE BEEN SHOWN ON THE PLANS.
CONSTRUCTION ACTIVITIES.
OR BOB WILLSON AT 936-890-1251, SO A PIPELINE COMPANY REPRESENTATIVE MAY BE PRESENT DURING
FACILITIES. PLEASE CONTACT DCP MIDSTREAM COMPANY REPRESENTATIVE, KENNETH SIMMONS AT 936-537-4499
1. CONTRACTOR TO CONTACT DCP MIDSTREAM PIPELINE AT LEAST 48 HOURS PRIOR TO ANY WORK NEAR PIPELINE
2. CENTERPOINT GAS
LINES TO BE TURNED OFF OR REMOVED, CALL CENTERPOINT AT (713) 207-2222.
CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR
PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS, ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF
SIMILAR APPARATUS WITHIN 10 FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES.
* OPERATING A CRANE, DERRICK, POWER SHOVEL, DRILLING RIG, PILE DRIVER, HOISTING EQUIPMENT, OR
LINES; AND
* ANY ACTIVITY WHERE PERSONS OR THINGS MAY COME WITHIN SIX(6) FEET OF LIVE OVERHEAD HIGH VOLTAGE
SPECIFICALLY:
SECTION 752, HEALTH AND SAFETY CODE FORBIDS ACTIVITIES THAT OCCUR IN CLOSE PROXIMITY TO HIGH VOLTAGE LINES,
AS THE LINES ARE CLEARLY VISIBLE, BUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW,
OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE LOCATION OF OVERHEAD LINES HAS NOT BEEN SHOWN ON THESE DRAWINGS
WARNING: OVERHEAD ELECTRICAL LINES
UNDERGROUND GAS FACILITIES
UTILITIES
THE APPROPRIATE JURISDICTIONAL AUTHORITY.
NO FILL IS TO BE PLACED WITHIN A DESIGNATED FLOOD PLAIN WITHOUT FIRST OBTAINING A FILL PERMIT FROM
10. REMOVE ALL EXCAVATED MATERIAL FROM THE HARRIS COUNTY FLOOD CONTROL DISTRICT OR DRAINAGE RIGHT-OF-WAY.
9. MAINTAIN FLOW IN CHANNEL DURING CONSTRUCTION AND RESTORE CHANNEL TO ORIGINAL CONDITION.
WATER SURFACE CONDITIONS IN THE CHANNEL.
WET BOTTOM DETENTION BASINS, ENSURE NO WATER IS ABOVE THE DESIGN LEVEL IN THE WET BOTTOM DURING NORMAL
DURING NORMAL WATER SURFACE CONDITIONS IN THE CHANNEL, SO THE FACILITY WILL FUNCTION AS INTENDED. FOR
ENSURE NO WATER REMAINS IN THE FACILITY (STORM SEWER, LATERAL CHANNEL, OR DRY BOTTOM DETENTION BASIN)
8. EXCAVATE CHANNEL FLOWLINE TO DESIGN ELEVATION AS SHOWN ON PLANS AND DOWNSTREAM, AS NECESSARY, TO
02315 - EXCAVATING AND BACKFILLING, OR EQUIVALENT.
7. BACKFILL IN ACCORDANCE WITH HARRIS COUNTY FLOOD CONTROL DISTRICT STANDARD SPECIFICATION, SECTION
ARE 75% COVERAGE OF LIVE BERMUNDA GRASS AND NO EROSION OR RILLS DEEPER THAN 4".
THE CHANNEL BOTTOM AND WHERE THE STRUCTURAL EROSION MEASURES ARE USED. MINIMUM ACCEPTANCE CRITERIA
6. ESTABLISHED TURF GRASS ON ALL DISTURBED AREAS WITHIN THE CHANNEL OR DETENTION RIGHT-OF-WAY, EXCEPT
FINAL ELEVATIONS AND LOCATIONS SHALL BE FIELD VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION.
5. BACKSLOPE SWALE AND INTERCEPTOR STRUCTURE ELEVATIONS AND LOCATIONS SHOWN ON PLANS ARE APPROXIMATE.
4. PROTECT, MAINTAIN, AND RESTORE EXISTING BACKSLOPE DRAINAGE SYSTEMS.
RIGHT-OF-WAY AND/OR EASEMENT SHALL BE STAKED AND FLAGGED.
COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING INSPECTION, THE DRAINAGE
DISTRICT'S PROPERTY MANAGEMENT DEPARTMENT REQUESTING INSPECTION OF ITEMS CONSTRUCTED IN HARRIS
3. ENGINEER SHALL SUBMIT CERTIFICATION LETTER AND RECORD DRAWINGS TO THE HARRIS COUNTY FLOOD CONTROL
DEPT. BY HAND DELIVERY, OR FAX TO 713-684-4129 (FAX NUMBER).
404 PERMIT, IF APPLICABLE, TO HCFCD, 9900 NORTHWEST FWY, HOUSTON, TEXAS 77092, ATTN: PROPERTY MANAGEMENT
A COPY OF THE APPROVED CONSTRUCTION DRAWINGS, AND A COPY OF THE CORPS OF ENGINEERS INDIVIDUAL SECTION
LEAST 48 HOURS PRIOR TO CONSTRUCTION. SUBMIT THE HCFCD 48 HOUR PRE-CONSTRUCTION NOTIFICATION FORM,
2. NOTIFY THE HARRIS COUNTY FLOOD CONTROL DISTRICT'S PROPERTY MANAGEMENT DEPARTMENT IN WRITING AT
ENTER HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHT-OF-WAY.
ASSISTANCE FROM ENGINEER, IF NECESSARY. OBTAIN PERMIT (CERTIFICATION) FROM HARRIS COUNTY ENGINEER TO
1. OBTAIN AND COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL PERMITS AND APPROVALS, WITH
STANDARD H.C.F.C.D. NOTES
CITY OF LA PORTE
STORM WATER QUALITY NOTES
7.
6.
5.
4.
3.
2.
1.SWQMP: THIS PROJECT REQUIRES A STORM WATER QUALITY MANAGEMENT PLAN (SWQMP) BECAUSE THE
PROJECT MEETS THE DEFINITION OF NEW DEVELOPMENT OR SIGNIFICANT REDEVELOPMENT UNDER THE
HARRIS COUNTY REGULATIONS. THE SWQMP CONTROLS SHALL BE CONSTRUCTED BY THE CONTRACTOR,
THEN MAINTAINED BY THE COUNTY UPON COMPLETION OF THE PROJECT.
SWPPP: THIS PROJECT DISTURBS 9.52 ACRES, THEREFORE COVERAGE IS REQUIRED UNDER THE TPDES
GENERAL PERMIT TXR150000 FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION, INSPECTION, AND MAINTENANCE OF THE
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
THE COSTS TO IMPLEMENT, INSPECT, AND MAINTAIN THE SWPPP SHALL BE CONSIDERED INCIDENTAL TO THE
SWPPP BID ITEMS.
SINCE THIS PROJECT DISTURBS GREATER THAN 5 ACRES, A NOTICE OF INTENT (NOI) IS REQUIRED TO BE
SUBMITTED TO THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) AT LEAST 7 DAYS PRIOR TO
THE START OF ANY EARTH DISTURBING ACTIVITIES. THIS PROJECT SHALL HAVE TWO NOIS, ONE WITH THE
CONTRACTOR'S SIGNATURE AND ONE WITH HARRIS COUNTY'S SIGNATURE. EACH NOI IS SUBJECT TO A $325
APPLICATION FEE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BOTH NOI APPLICATION FEES. THE
CONTRACTOR HAS THE OPTION TO SUBMIT THE CONTRACTOR'S NOI FORM AND FEE ELECTRONICALLY TO THE TCEQ
(IF SUBMITTED ELECTRONICALLY, THEN THE CONTRACTOR SHALL PROVIDE COPIES OF THE ELECTRONIC SUBMITTAL TO
HARRIS COUNTY AT THE PRECONSTRUCTION MEETING). THE CONTRACTOR SHALL PROVIDE A CHECK IN THE AMOUNT
OF $325 FOR HARRIS COUNTY'S NOI APPLICATION FEE MADE PAYABLE TO TCEQ AT THE PRECONSTRUCTION MEETING.
AFTER THE PRECONSTRUCTION MEETING, HARRIS COUNTY SHALL MAIL THE CERTIFIED NOI(S), CHECK(S), AND THE
PAYMENT SUBMITTAL FORM(S) TO THE TCEQ. HARRIS COUNTY SHALL ALSO SUBMIT COPIES OF BOTH SIGNED NOIS
TO THE LOCAL MUNICIPAL SEPARATE STORM SEWER SYSTEM OPERATOR (MS4) AT LEAST 7 DAYS PRIOR TO THE START OF
ANY EARTH DISTURBING ACTIVITIES.
COPIES OF THE CONTACTOR'S AND HARRIS COUNTY'S NOI AND CONSTRUCTION SITE NOTICE (CSN) SHALL BE POSTED AT
THE SITE BY THE CONTRACTOR. THE CONTRACTOR SHALL LAMINATE AND POST THE TWO NOIS, TWO CSNS AND ANY
"SECONDARY OPERATOR" CSNS ON THE PROJECT SITE AT A LOCATION WITH EASY ACCESS TO THE PUBLIC FOR CLEAR
VIEWING AND AS APPROVED BY THE ENGINEER. THE COST OF LAMINATION AND POSTING OF THE NOIS & CSNS SHALL BE
CONSIDERED INCIDENTAL TO THE SWPPP BID ITEMS.
UPON COMPLETION OF CONSTRUCTION ACTIVITIES AND FINAL STABILIZATION OF THE SITE, AS DEFINED BY THE
TPDES GENERAL PERMIT, A NOTICE OF TERMINATION (NOT) IS REQUIRED TO BE SUBMITTED TO THE TEXAS
COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ). THIS PROJECT SHALL HAVE TWO NOTS, ONE WITH THE
CONTRACTOR'S SIGNATURE AND ONE WITH HARRIS COUNTY'S SIGNATURE. WHEN DIRECTED BY THE ENGINEER,
THE CONTRACTOR SHALL PROVIDE TO HARRIS COUNTY A SIGNED COPY OF THE CONTRACTOR'S NOTICE OF
TERMINATION (NOT). HARRIS COUNTY SHALL SUBMIT TO THE TCEQ THE CONTRACTOR'S AND HARRIS
COUNTY'S SIGNED NOTS. HARRIS COUNTY SHALL ALSO SUBMIT COPIES OF BOTH SIGNED NOTS TO THE
LOCAL MUNICIPAL SEPARATE STORM SEWER SYSTEM OPERATOR.
A RAIN GAUGE SHALL BE KEPT ON THE PROJECT SITE OR WITHIN THE IMMEDIATE PROJECT VICINITY.
RECORDS OF RAINFALL EVENTS SHALL BE KEPT BY THE CONTRACTOR TO ASSIST WITH DETERMINING IF AN
SWPPP SITE INSPECTION IS REQUIRED. THE COSTS FOR THE RAIN GAUGE SHALL CONSIDERED INCIDENTAL
TO THE SWPPP BID ITEMS.
THE SWPPP, INSPECTION & MAINTENANCE REPORTS, CERTIFICATIONS, RAINFALL RECORDS, MAJOR GRADING
DATE RECORDS AND TEMPORARY AND PERMANENT STABILIZATION DATE RECORDS SHALL BE KEPT CURRENT
BY THE CONTRACTOR AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. COPIES OF
THE ALL SWPPP RECORDS SHALL BE KEPT ON-SITE, IF FEASIBLE, UNTIL THE NOTICE OF TERMINATIONS
HAS BEEN SUBMITTED TO THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. THE SWPPP RECORDS SHALL
BE MADE READILY AVAILABLE TO REGULATORY AUTHORITIES UPON AN ON-SITE INSPECTION. THE CONTRACTOR
SHALL DELIVER COPIES OF ALL SWPPP RECORDS TO HARRIS COUNTY AS DIRECTED BY THE ENGINEER."
LAPORTE, TX 77571
604 W. FAIRMONT PARKWAY
CITY OF LAPORTE
281-470-5060
BOB ENG, P.E.
FOR INFORMATION REGARDING UTILITIES IN THE CITY OF LA PORTE CONTACT:
10
THESE UNDERGROUND FACILITIES.
THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE
4. FOR EMERGENCIES REGARDING GAS LINES CALL (713) 659-3552 OR (713) 207-4200.
TO PREVENT EXCESSIVE STRESS ON THE PIPING.
3. WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED, SUFFICIENT SUPPORT MUST BE PROVIDED TO THE FACILITIES
FACILITIES, ALL EXCAVATION MUST BE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES.
2. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18") OF THE INDICATED LOCATION OF CENTERPOINT ENERGY
4:30 PM) FOR STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS.
1. WHEN CENTERPOINT ENERGY PIPE LINE MARKINGS ARE NOT VISIBLE, CALL (713) 945-8036 OR (713) 945-8037 (7:00 AM TO
TO HAVE MAIN AND SERVICE LINES FIELD LOCATED.
COORDINATING COMMITTEE AT (713) 223-4567, 1-800-669-8344, OR 811 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION
DOES NOT IMPLY THAT A CONFLICT ANALYSIS HAS BEEN MADE. THE CONTRACTOR SHALL CONTACT THE UTILITY
OUR SIGNATURE ON THESE PLANS ONLY INDICATES THAT OUR FACILITIES ARE SHOWN IN APPROXIMATE LOCATION. IT
WHERE APPLICABLE) ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. SERVICE LINES ARE USUALLY NOT SHOWN.
LOCATIONS OF CENTERPOINT ENERGY MAIN LINES (TO INCLUDE CENTERPOINT ENERGY INTRASTATE PIPELINE, INC.
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
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1
0
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
1:3
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3/19/2015
TOMMY CROMER
97594
MAR 2015
268
12" WATER LINE
SBC 12-4" "C" PVC
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
24"
18"
24"RCP
48"
36"
24"
24"RCP
OE
OE
OE
OEOE
OE
OE
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30
0
2
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"
"
C"
P
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ENTEX PL
ENTEX
PL
1
0
'
x
4
'
RCB
1
0
'
x
4
'
R
C
B
1
2
"
S
ANI
T
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Y
56+0055+0054+00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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0
2
1
0
2
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0
0
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8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
7
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3/20/2015
TOMMY CROMER
97594
MAR 2015
268
SWBT MANHOLE
SWBT 12-4" "C" PVC
24
22
20
18
16
14
12
10
24
22
20
18
16
14
12
10
8 8
LEGEND
11
A
C
B
D
(125'-100')
EXIST. R.O.W. VARIES
0'40'20'
0'2'4'
HORZ
VERT
10'
54+00 55+00 56+00
M
A
T
C
H
L
IN
E
S
T
A
.
5
6
+
6
0
SENS ROAD
R.O.W.R.O.W.
R.O.W.R.O.W.
EXIST. 10'x4' RCB
C
S
P
E
N
C
E
R
H
IG
H
W
AY
EXIST. MH TO BE ADJUSTED
L
NAVD 88 2001 ADJ.)
(CALCULATED ELEV. ON
K-1244 NGS MONUMENT
STA. 82+81.07, 31.96' RT.
ELEV. 24.67
BENCH MARK:
SHEET 1 OF 12
(SEE NOTE 3)
EXIST. AT&T BURIED CABLE
EXIST. 12" WATERLINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
N 2°59' 30.29" W
PROP. AT&T BURIED CABLE
BEGIN TO STA. 56+60
ROADWAY PLAN & PROFILE
EXIST. E&W T.C.
NOTE:
C EXIST SENS ROADL
@ EAST R.O.W.
EXIST NATURAL GROUND
@ WEST R.O.W.
EXIST NATURAL GROUND
C PROP SENS ROAD L
6" LIME STAB. SUBGRADE
10" BLACK BASE
PROP. 4" HMAC
PROP. 6" CONC. CURB
MEDIAN NOSE
PROP. 6" BLACK CONC.
8" LIME STAB. SUBGRADE
CONC.PAVEMENT
PROP. 10" REINFORCED
H
I
G
H
W
A
Y
S
P
E
N
C
E
R
VERIFIED PRIOR TO BEGINNING WORK.
IS APPROXIMATE AND SHALL BE FIELD
2009. THE LOCATION SHOWN ON THE PLANS
SENS ROAD BY COBB FENDLEY, DATED APRIL
PLANS FOR PROPOSED RECONSTRUCTION OF
IS BASED ON THE CONFLICT INVESTIGATION
3. THE EXIST. AT&T BURIED CABLE INFORMATION
CONCRETE APRON.
2. ALL TYPE "A" INLETS SHALL HAVE A
INFORMATION.
1. SEE "DRIVEWAY DETAILS" FOR ADDITIONAL
(TO BE ADJUSTED)
EXIST. MH
4.5'R
EXIST. PAVEMENT
DOWEL 6" CURB INTO
EXIST. CONC. PAVEMENT
SAW CUT AND REMOVE
C
C
B
PAVEMENT
DOWEL INTO EXIST
BEGIN PROP. MEDIAN
STA. 55+05.86, 6.06' RT
6" IP PLA GAS LINE
CENTERPOINT ENERGY
4" IP PLA GAS LINE
CENTERPOINT ENERGY
T
B
A
RB
WI
RE
F
E
N
C
E
12" WATER LINE
SBC 12-4" "C" PVCSBC 12-4" "C" PVC
BORE-B2
SBC MH
STAND
MAIL BOX
CONC. PAVING
LP
DBL SIGN
12" OAK
10'x4' RCB
2
4
"
R
C
P
2
4
"
R
C
P
STORM MH
INLET
INLET
24" RCP
STORM MH24" RCP 24" RCP
INLE
T
15
" RCP
24" RCP
36
1
3
21.10
6" IP STL GAS LINE
CENTERPOINT ENERGY
12" WATER LINE
58+00 60+0058+00 59+00 61+0057+00
10' U.E. (WATER LINE)
H.C.C.F. #G818256
H.C.D.R.
VOL. 8109, PG. 475
10' U.E. (SWBT)
H.C.D.R.
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
7
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97594
MAR 2015
268
24
22
20
18
16
14
12
10
57+00 61+0060+0058+00 59+00
24
22
20
18
16
14
12
10
12" WATER LINE
SBC 12-4" "C" PVC SBC 12-4" "C" PVC
SENS ROAD
8 8
LEGEND
12
NOTE:
A C
A
B
A
C
C
C EXIST SENS ROADL
S
B
C
MH
#
8
4
0
8
12" WATER LINE
BEGIN PROJECT
C PROP SENS ROAD
F
-
F
2
4
'
F
-
F
2
4
'
L
SOIL BORING B-2
STA. 58+28.20, 6.80' RT.
(125'-100')
EXIST. R.O.W. VARIES
L L
(E) 24" RCP
90'R
90'R
5'R
4" IP STL GAS LINE
CENTERPOINT ENERGY
R.O.W.
R.O.W.
(TO BE REMOVED)
EXIST. 24" RCP (W)
(TO BE REMOVED)
EXIST. 24" RCP (E)
10'x4' RCB
(TO BE REMOVED)
EXIST. TYPE "E" INLET
(TO BE REMOVED)
EXIST. 24" RCP (E)
CENTERPOINT ENERGY 4" IP STL GAS LINE
100' R.O.W.
PROP. E&W T.C.
CONSTRUCTION EASEMENT
30'X50' TEMPORARY
C
C
EXIST. CONC. PAVEMENT w/CURB
EL. 21.20
STA. 59+38.66, 14.89' RT.
TRAVERSE PT. #4
(TO BE REMOVED)
EXIST MH.
STA. 60+24.18
(TO BE REMOVED)
EXIST MH.
STA. 60+24.18, 41.21 RT.'
0'40'20'
0'2'4'
HORZ
VERT
10'
STA. 56+60 TO STA. 61+00
ROADWAY PLAN & PROFILE
M
A
T
C
H
L
IN
E
S
T
A
.
6
1
+
0
0
M
A
TC
H
L
IN
E
S
TA
.
5
6
+
6
0
END OF EXIST 10x4 RCB
BREAK OUT & TIE INTO
STA. 57+83.26
SHEET 2 OF 12
(+)0.35%
(-)0.25%
PROP. 307 LF 48" RCP @ 0.07%
TC.EL=18.86
PROP. PVI STA. 60+90.21
TC.EL=19.14
PROP. PVI STA. 59+77.81
24" RCP @ 0.21%
PROP. 57 LF.
(BY OTHERS)
MATCH PROP. GRADE
ADJUST MANHOLE TO
N 2°59' 30.29" W
PROP. AT&T BURIED CABLE
2
'
H.C.C.F. #G818256
10' U.E. (WATER LINE)
H.C.D.R.
10' U.E. (SWBT)
VOL. 8109, PG. 475
H.C.D.R.
7
'
PROP. AT&T BURIED CABLE
PROP. AT&T BURIED CABLE
48" RCP @ 0.08%
PROP. 7 LF
FL. EL.=14.75
TC. EL.=18.86
PROP. TYPE "B-B" INLET
STA. 60+90.21, 33.86' LT. (C3)
FL. EL.=14.86
TC. EL.=18.86
PROP. TYPE "B-B" INLET
STA. 60+90.21, 33.86' RT. (C4)
WEST FL DITCH
EAST FL DITCH
*EXIST. MH
2 YR HGL EL.=16.52
EL.=16.58
2 YR HGL
(N,S)48" FL. EL.=12.74
(W,E)24" FL. EL.=14.74
PROP. STORM MH
STA. 60+90.21 (MHC1)
(SEE NOTE 3 ON SHT 1 OF 12)
EXIST. AT&T BURIED CABLE
10.68% SLOPE
C PROP. 14' DRIVEWAY
STA. 59+67.62
10.28% SLOPE
C PROP. 15' DRIVEWAY
STA. 59+88
(MATCH EXIST. CONC. PAVEMENT)
BEGIN PROP. CONC. SHARED USE PATH
BEGIN PROP. CONC. PAVEMENT w/CURB TRANSITION
STA. 57+83.26, 40' LT. & RT.
PROP. 307 LF. 48" RCP @ 0.07%
FL. EL.=14.86
PROP. TYPE "B-B" INLET (C4)
STA. 60+90.21
@ WEST ROW
EXIST NATURAL GROUND
@ EAST ROW
EXIST NATURAL GROUND
END PROP. MEDIAN
STA. 59+55.78, 0.00'
(N,S) FL. EL.= 12.74
(W,E) FL. EL.= 14.74
TR. EL.=18.48
PROP. STORM MH
STA. 60+90.21, 27.36' LT. (MHC1)
FL. EL.=14.76
PROP. TYPE "B-B" INLET (C3)
STA. 60+90.21
48" RCP @ 0.08%
PROP. 7 LF
MEDIAN VARIES
CONCRETE PAVEMENT.
4. SAWCUT IS INCIDENTAL TO
SHOWN ON ROW MAP.
SURVEY CONTROL DATA 3.
HAVE A CONCRETE APRON.
ALL TYPE "A" INLETS SHALL2.
FOR ADDITIONAL INFO.
SEE "DRIVEWAY DETAILS"1.
A
C
B
D
BENCH MARK:
NAVD 88 2001 ADJ.)
(CALCULATED ELEV. ON
K-1244 NGS MONUMENT
STA. 82+81.07, 31.96' RT.
ELEV. 24.67
END 6" DOWELLED CURB
STA. 57+83.26,
TRANSITION
BEGIN CROSS SLOPE
END PROP. PATH CURB
STA. 59+00.00
6" LIME STAB. SUBGRADE
10" BLACK BASE
PROP. 4" HMAC
PROP. 6" CONC. CURB
MEDIAN NOSE
PROP. 6" BLACK CONC.
8" LIME STAB. SUBGRADE
CONC.PAVEMENT
PROP. 10" REINFORCED
C
A
(NO SEPARATE PAY)
CROSS SECTIONS" SHEET)
(SEE DETAIL ON "ROADWAY
END OF EXIST 10x4 RCB
BREAK OUT & TIE INTO
STA. 57+83.26
(MATCH PROP. TC BY OTHERS)
TC EL=18.46
BEGIN PROP. CONC. PAVEMENT w/CURB
STA. 57+83.26
(SAW CUT & MATCH EXIST CONC. PAVEMENT & CURB)
END PROP. CONC. PAVEMENT & CONC. CURB
RAISED MEDIAN
2
0'
R
2
0
'R
24" RCP @ 1.0%
PROP. 1 LF
C
TR. EL.=18.46, FL. EL.=12.52
BOX CULVERT
w/PROP. MH RISER ON EXIST.
REPLACE EXIST. STORM MH.
STA. 57+80.26, 0.00'
(S)10'x4' FL. EL.=12.52 (EXIST.)
(N)48" FL. EL.=12.52 (PROP.)
(E)24" FL. EL.=13.77 (EXIST.)
(W)24" FL. EL.=12.52 (EXIST.)
w/ PROP MH RISER ON EXIST BOX CULVERT
REPLACE EXIST. STORM MH
STA. 57+80.26
T
W
CONC. PAVING
FH
PPPPPPGUY
LP
CONC. PAVING
FH
WMLPSIGN
BOLLARD
CONC BASE
TPED
LP
DITCH FL
DITCH FL
•" PL GAS LINE
CENTERPOINT ENERGY
12" WATER LINE
SBC 12-4" "C" PVCSBC 12-4" "C" PVC
1
5
"
S
A
N
S
WR
PP
24" RCP
SIGN
SAN MH
12" WATER LINE
DITCH FL
BARBWIRE FENCE
DITCH FL
INLET
24" RCP
SBC 12-4" "C" PVC
OVERHEAD ELECTRICAL
6" IP STL GAS LINE
CENTERPOINT ENERGY
1
2
"
P
VC
6" SANITARY FORCE MAIN
CENTERPOINT ENERGY 6" IP STL GAS LINE
65+0061+00 62+00 63+00 64+00 66+00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
7
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2
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9
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TOMMY CROMER
97594
MAR 2015
268
12
"
WA
T
E
R
LIN
E
IN
1
8
"
C
A
S
IN
G
12" WATERLINE
E
X
IS
T
.
S
A
N
.
C I T Y O F L A P O R T E D R A I N S T O W A T E R W A Y S D U M P NO W A S T E !
C I T Y O F L A P O R T E
62+00 66+0065+0063+00 64+0061+00
24
22
20
18
16
14
12
10
24
22
20
18
16
14
12
10
12" WATER LINE
12" WATER LINE
SBC 12-4" "C" PVC SBC 12-4" "C" PVC
8 8
STA. 61+00 TO STA. 66+00
ROADWAY PLAN & PROFILE
13
LEGEND
C
A
C
C
C
M
AT
C
H
L
IN
E
S
T
A.
6
6
+
0
0
M
A
T
C
H
L
IN
E
S
T
A
.
6
1
+
0
0
C EXIST SENS ROADL
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
6
2
'
F
-
F
C PROP SENS ROAD
L
(E) 24" RCP
EXIST NATURAL GROUND
5'5'
R.O.W.
R.O.W.
(N) 6" FL. EL.=13.12
(E)15" FL. EL.=11.16
TR. EL.=20.24
SAN. MH.
(TO BE REMOVED)
EXIST. 24" RCP (E)
1
0
0
'
R
.
O
.
W
.
1
0
0
'
R
.
O
.W.
PROP. E&W T.C.
1
0
'
CONSTRUCTION EASEMENT
15' x 35' TEMPORARY
4
9
'
4
9
'
PP
A
6" SANITARY FORCE MAIN (ABANDONED)
(
A
BAN
D
O
N
E
D)
EXIST. R.O.W.
EXIST. R.O.W.
36" RCP @ 0.08%
PROP. 23 LF
0'40'20'
0'2'4'
HORZ
VERT
10'
(ABANDONED)
SHEET 3 OF 12
(+)0.50%
END PROP. FL EAST DITCH
STA. 65+90, 36.5' RT.
TC. EL.=19.49
PROP. PVI STA. 65+75
(-)0.46%
(-)0.46%(+)0.50%
(+)0.45%
DITCH @ 0.37%
PROP. WEST
SEWER (WEST)
EXIST. TOP OF 36'' SANITARY
DITCH @ 0.65%
PROP. EAST
FL. EL.=19.68
BEGIN PROP. EAST DITCH
STA. 63+92
N 2°59' 30.29" W
TC. EL.=20.35
PROP. PVI STA. 63+90
PROP. AT&T BURIED CABLE
10' U.E. (WATER LINE)
H.C.C.F. #G818256
H.C.D.R.
10' U.E. (SWBT)
VOL. 8109, PG. 475
H.C.D.R.7
'
(SAW CUT & MATCH EXIST CONC. PAVEMENT & CURB)
END PROP. CONC. PAVEMENT & CONC. CURB
PROP. 262 LF 36" RCP @ 0.08%
PROP. 262 LF 36" RCP @ 0.08%
PROP. 88 LF 48" RCP @ 0.08%
EAST FL DITCH
12" PVC
WEST FL DITCH
(TO BE REMOVED)
EXIST. SAFETY END TREAT. (E)
L
24" RCP @ 0.50%
PROP. 56 LF
EXIST 12" PVC
12" PVC
(E)CONNECT TO EXIST
(W)24" FL. EL.= 15.27
TR. EL.= 20.00
PROP. STORM MH
STA. 63+09, 34.94' RT.
2 YR HGL EL.=16.70
2 YR HGL EL.=16.59
(N,S) FL. EL.= 12.82
(E) FL. EL.= 14.82
T.R. = 18.97
PROP. STORM MH (MHC2)
STA. 61+89.98, 26.3' LT
24" RCP @ 0.16%
PROP. 51 LF
PROP. 115 LF 48" RCP @ 0.07%
PROP. 115 LF 48" RCP @ 0.07%
EL.=16.60
2 YR HGL
FL. EL.=19.50
BEGIN PROP. WEST DITCH
STA. 63+07.10
(SEE NOTE 3 ON SHT 1 OF 12)
EXIST. AT&T BURIED CABLE
SHARED USE PATH
PROP. 8'
CENTERPOINT ENERGY 6" IP STL GAS LINE
STORM SEWER
EXIST. 18" RCP
FL. EL.=19.50
BEGIN PROP. WEST DITCH
STA. 63+07.10
DITCH @ 0.26%
PROP. WEST
10.43% SLOPE
C PROP. 25' DRIVEWAY
STA. 63+60.59
48" RCP @ 0.08%
PROP. 88 LF
(E) FL. EL.=14.90
(S) FL EL.=12.90
(N) FL. EL.=13.90
TR. EL.=19.60
PROP. STORM MH (MHC3)
STA. 63+09.10, 25' LT.
@ EAST ROW
EXIST NATURAL GROUND
@ WEST ROW
(N,S)48" FL. EL.= 12.82
(E)24" FL. EL.= 14.82
PROP. STORM MH
STA. 61+89.98 (MHC2)
(S)48" FL. EL.=12.90
(N)36" FL. EL.=13.90
(E)24" FL. EL.=14.90
PROP. STORM MH
STA. 63+09.10 (MHC3)
FL. EL.=18.65
@ 1.00%
END PROP. EAST DITCH
STA. 65+90
(W,E) 24" FL. EL.=15.10
(N,S) 36" FL. EL.=14.10
TR. EL.=19.11
PROP. STORM MH
STA. 65+75 (MHC4)
FL. EL.=15.18
TG. EL.=18.50
TC. EL.=19.49
PROP. MOD. TY. ``B-B" INLET
STA. 65+75, 31' RT. (C2,C2-2)
36" RCP @ 0.08%
PROP. 23 LF24" RCP @ 0.45%
PROP. 11 LF
NOTE:
HAVE A CONCRETE APRON.
ALL TYPE "A" INLETS SHALL2.
FOR ADDITIONAL INFO.
SEE "DRIVEWAY DETAILS"1.
FL. EL.=19.68
BEGIN PROP. EAST DITCH
STA. 63+92, 41' RT.
SENS ROAD
A
C
B
D
BENCH MARK:
(W,E) FL. EL.=15.10
(N,S) FL. EL.=14.10
TR. EL.=19.11
PROP. STORM MH
STA. 65+75, 24.5' LT. (MHC4)
NAVD 88 2001 ADJ.)
(CALCULATED ELEV. ON
K-1244 NGS MONUMENT
STA. 82+81.07, 31.96' RT.
ELEV. 24.67
FL. EL.=15.16
TG. EL.=18.80
PROP. MOD. TY. "A" INLET
STA. 65+75, 45.48' LT. (C1-1)
TC. EL.=19.49, FL. EL.=15.11
PROP. TYPE "B-B" INLET
STA. 65+75, 31' LT. (C1)
TYPE 7 RAMP
6" LIME STAB. SUBGRADE
10" BLACK BASE
PROP. 4" HMAC
PROP. 6" CONC. CURB
MEDIAN NOSE
PROP. 6" BLACK CONC.
8" LIME STAB. SUBGRADE
CONC.PAVEMENT
PROP. 10" REINFORCED
E
E E
1
0'
R 1 0'R
2
4
"
R
C
P
@
0
.
6
4
%
P
R
O
P
.
5
5
LF
DRIVE
BAYSIDE CROSSING
@ 1.0%
PROP. 1 LF 24" RCP
FL. EL.= 15.17
TC. EL.= 19.35
PROP. TY. C w/1 EXT INLET
STA. 61+90, 31.87' RT. (C4-1)
36'R 36'R
AT ROW
MATCH EXISTING PAVEMENT
48" RCP
CONNECT PROP.
18" RCP TO
EXTEND EXIST.
INLET
REMOVE EXIST.
T
TT
4' WOOD FENCE
N
O
R
T
H
"
C
"
S
T
R
E
E
T
WV
WV
SIGNPP
GUY
24" RCP24" RCP
CONC.PPGUY
PLANTER
24" RCP24" RCP DI
WMTPED
GRASS
DITCH FL
DITCH FL
DITCH FL
BORE-B-3
BORE B-4
PP
12" WATER LINE
SBC 12-4" "C" PVC
8
"
WA
T
E
R
L
I
N
E
SBC MH
HEDGE
DITCH FL
12" WATER LINE
SBC 12-4" "C" PVC
OVERHEAD ELECTRIC
CONCRETE PAVING
(ABANDONED)
6" SANITARY FORCE MAIN
CENTERPOINT ENERGY 6" IP STL GAS LINE CENTERPOINT ENERGY 6" IP STL GAS LINE
CENTERPOINT ENERGY 6" IP STL GAS LINE
70+00
66+00 67+00 68+00 69+00
71+00
0
+
0
0
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
7
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TOMMY CROMER
97594
MAR 2015
268
67+00 71+0070+0068+00 69+0066+00
24
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20
18
16
14
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10
24
22
20
18
16
14
12
10
SBC 12-4" "C" PVC
12" WATER LINE
SBC 12-4" "C" PVC 12" WATER LINE
NORTH "C" ST
CURVE DATA
8 8
STA. 66+00 TO STA. 71+00
ROADWAY PLAN & PROFILE
14
LEGEND
6
2
'
F
-
F
A
C
C
CM
AT
C
H
L
IN
E
S
T
A.
6
6
+
0
0
M
AT
C
H
L
IN
E
S
T
A.
7
1
+
0
0
C EXIST SENS ROADL
S
B
C
MH
#
8
4
0
9
4" IP STL GAS LINE
CENTERPOINT ENERGY
4" IP STL GAS LINE
CENTERPOINT ENERGY
8" WATER
PC STA. 69+08.47
PT STA. 70+19.27
SOIL BORING B-4
STA. 70+59.70, 9.93' LT.C PROP SENS ROAD L
L
L
SAW CUT & MATCH EXIST CONC. PAVEMENT
N
O
R
TH
"
C
"
S
T
(E) 24" RCP
(E) 24" RCP
(E) 24" RCP(E) 24" RCP
L
L
R.O.W.R.O.W.
R.O.W.
1
0
0
'
R
.
O
.
W.
PROP. E&W T.C.
5
0
'
4
9
'
FACE OF CURB
PROP.
C
B
500' R.
500' R.
C
SOIL BORING B-3
STA. 66+27.40, 6.67' RT.
FL. EL.=20.03
BEGIN PROP. EAST DITCH
STA. 69+21.55
36' F-F
02°51' 53.24"
N 0°10' 57.63" E
0'40'20'
0'2'4'
HORZ
VERT
10'6" SANITARY FORCE MAIN (ABANDONED)
6" SANITARY FORCE MAIN (ABANDONED)
6" SANITARY FORCE MAIN (ABANDONED)
SHEET 4 OF 12
(+)0.45%
(+)0.45%
DITCH @ 0.37%
PROP. WEST
@ 0.13%
ELLIPTICAL RCP
48 LF 19"x30"
DITCH @ 0.3%
PROP. EAST
SEWER (WEST)
EXIST. TOP OF 36'' SANITARY
TC. EL.=21.22
PROP. PVI STA. 69+60
(-)0.26%
TC. EL.=20.85
PROP. PVI STA. 71+00
DITCH @ 0.35%
PROP. WEST
RCP @ 0.22%
19"x30" ELLIPTICAL
PROP. 51 LF
FL.EL.=19.55
PROP. TOP EAST DITCH
STA. 71+00
TOP EL=15.62
'C' PVC
DIG UP 12-4"
TOP EL=15.62
'C' PVC
DIG UP 12-4"
TOP EL=16.10
'C' PVC
DIG UP 12-4"
TOP EL=16.10
'C' PVC
DIG UP 12-4"
N 2°59' 30.29" W
BEGIN PROP. MEDIAN
STA. 68+95.74, 6.53' RT.
(TO REMAIN)
EXIST. MANHOLE
IN CONDUIT
PROP. AT&T BURIED CABLE
PROP. AT&T APC
10' U.E. (WATER LINE)
H.C.C.F. #G818256
H.C.D.R.
10' U.E. (SWBT)
VOL. 8109, PG. 475
H.C.D.R.
PROP. 238 LF 36" RCP @ 0.08%
(W)19"x30" FL. EL.=17.27
PROP. MOD. TY. "B-B" INLET
STA. 71+00 (E)(B6,B6-1)
24" RCP @ 0.07%
PROP. 11 LF
PROP. 238 LF. 36" RCP @ 0.08%
EAST FL DITCH
WEST FL DITCH
(E)24" FL. EL.=16.96
(N,W)19"x30" FL. EL.=16.96
TR. EL.=20.96
PROP. STORM MH (C2-1)
STA. 68+40.36, 67.23' RT
EXIST. WATER METER
RELOCATED)
(TO BE
EL.=17.77
2YR HGL
EL.=17.13
2 YR HGL
EL.=17.38
2 YR HGL
EL.=17.39
2 YR HGL
ELLIPTICAL RCP @ 0.18%
PROP. 88 LF. 19"x30"
(N)FL. EL.=14.76
(E) FL. EL.=17.16
(W)FL. EL.=15.44
TR. EL.=20.47
PROP. STORM MH
STA. 71+00, 25' LT. (MHB1)
(SEE NOTE 3 ON SHT 1 OF 12)
EXIST. AT&T BURIED CABLE
SHARED USE PATH
PROP. 8'
(E)24" FL. EL.=17.02
(S)19"x30" FL. EL.=17.02
TR. EL.=21.02
PROP. STORM MH (B6-2)
STA. 68+91.37, 66.98' RT
(E)24" FL. EL.=17.02
(S)19"x30" FL.EL.=17.02
PROP. STORM MH (B6-2)
STA. 68+91.36, 67.23' RT
(E)24" FL. EL.=16.96
(N,W)19"x30" FL.EL.=16.96
PROP. STORM MH (C2-1)
STA. 68+40.36, 67.23' RT
R = 2000.00'
L = 110.81'
T = 55.42'
D =
PI STA. 69+63.88
END CONC. MEDIAN
STA. 70+19.79
(E) 19"x30" FL. EL.=16.80
(S) 36" FL. EL.=14.31
TR. EL.=20.3
PROP. STORM MH
STA. 68+40.36, 25 LT. (MHC-5)
(E) 19"x30" FL. EL.=16.80
(S) 36" FL. EL.=14.31
TR. EL.=20.3
PROP. STORM MH (MHC-5)
STA. 68+40.36, 25LT.
FL. EL.=19.89
PROP. HIGH POINT WEST DITCH
P.I. STA. 68+64.61
1
.
0
%
*
-2.0 % SLOPE
C PROP. 25' DRIVEWAY
STA. 67+97.72
SENS ROAD
ROADWAY PLAN & PROFILE" FOR CONTINUATION
SEE "NORTH 'C' & 'D' STREET
(68.5' R.O.W.)
@ EAST ROW
EXIST NATURAL GROUND
@ WEST ROW
EXIST NATURAL GROUND
ELLIPTICAL RCP @ 0.13%
PROP. 48 LF. 19"x30"
FL. EL.=17.27
TG. EL.=19.55
TC. EL.=20.85
PROP. MOD. TY. "B-B" INLET
STA. 71+00, 31' RT. (B6,B6-1)NOTE:
HAVE A CONCRETE APRON.
ALL TYPE "A" INLETS SHALL2.
FOR ADDITIONAL INFO.
SEE "DRIVEWAY DETAILS"1.
PROP. HIGH POINT WEST DITCH
P.I. STA. 68+64.61, 45.08' LT.
BEGIN PROP. EAST DITCH
STA. 69+21.55, 44.32' RT.
A
C
B
D
BENCH MARK:
B STA. 0+00 NORTH "C" ST.
C STA. 68+65.74 SENS ROAD=
NAVD 88 2001 ADJ.)
(CALCULATED ELEV. ON
K-1244 NGS MONUMENT
STA. 82+81.07, 31.96' RT.
ELEV. 24.67TG. EL.=19.07, FL. EL.=15.46
PROP. MOD. TY. "A" INLET
STA. 71+00, 46' LT. (B5-1)
TC. EL.=20.85, (W)24" FL. EL.=15.45
PROP. TYPE "B-B" INLET
STA. 71+00, 31' LT. (B5)
PROP. STORM MH, TR. EL.=20.47
STA. 71+00, 24.5' LT. (MHB1) TO STATION 71+28.70
FROM STATION 68+95.74
FOR LEFT TURN LANE
*BEGIN 1.0% CROSS SLOPE TRANSITION
TYPE 7 RAMP
6" LIME STAB. SUBGRADE
10" BLACK BASE
PROP. 4" HMAC
PROP. 6" CONC. CURB
MEDIAN NOSE
PROP. 6" BLACK CONC.
8" LIME STAB. SUBGRADE
CONC.PAVEMENT
PROP. 10" REINFORCED
E
E
E
35
'R
3
5'
R
2
0'
R 20
'R
ADJUST WATER VALVES
NORTH "C" ST.
BASELINE
PROP.
PROP. 1 LF 24" RCP @ 1.0%
10
'R 1
0'R
-1.0% SLOPE
40' DRIVEWAY
C PROP.
STA. 66+66.72
W
W
T
24" RCP
24" RCP
3
6
"
R
C
P
FENCE
6' CHAIN LINK
PUMP HSE.
VENT
N
O
R
T
H
"
D
"
S
T
RE
E
T
4' BARE WIRE FENCE
4' HOGG WIRE FENCE
DITCH FL
DITCH FL
PP
1
5
"
S
A
N
S
WR
SAN SWR15"
SBC MH
DIRT DRWY
PP
MH
SAN
MH
SAN
12" WATER LINE
SBC 12-4" "C" PVC
TT
OVERHEAD ELECTRIC
6' CHAIN LINK FENCE
FENCE
6' CHAIN LINK
48" RCP
HEDGE
CONC.
WM
PP
GU
A
RD
F
E
N
C
E
3
0
"
R
C
P
GUY
PP TPED
TPED
36" RCP
SIGN
DRWY
GRAVEL
WOOD FENCE
O
E
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
OE
12" WATER LINE
8
"
WA
T
E
R
L
I
N
E
SBC 12-4" "C" PVC
C
E
N
T
E
R
P
OI
N
T
E
N
E
R
G
Y
2
"
I
P
P
L
A
G
A
S
L
I
NE
BORE B-5
CENTERPOINT ENERGY 6" IP STL GAS LINE
CENTERPOINT ENERGY 6" IP STL GAS LINE
36" SAN SWR
75+00
71+00
72+00 73+00 74+00 76+000
+
0
0
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
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8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
7
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AM
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b
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CAD
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3/20/2015
TOMMY CROMER
97594
MAR 2015
268
MA
T
C
H
L
I
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S
T
A
.
7
6
+
0
0
MA
T
C
H
L
I
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E
S
T
A
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7
1
+
0
0
NORTH "D" ST
CURVE DATA
24
22
20
18
16
14
12
10
72+00 76+0075+0073+00 74+0071+00
24
22
20
18
16
14
12
10
12" WATER LINE
S
BC
1
2-
4" "
C"
P
VC
2626
STA. 71+00 TO STA. 76+00
ROADWAY PLAN & PROFILE
15
LEGEND
A
C
C
PC STA. 71+66.36
PT STA. 72+77.28
SOIL BORING B-5
STA. 74+63.40, 6.63' LT.
40' F-F
LC PROP SENS ROAD L
C EXIST SENS ROADL
4" IP STL GAS LINE
CENTERPOINT ENERGY
S
B
C
MH
#
8
4
1
0
12" WATER LINE
SBC 12-4" "C" PVC
8" WATER
2" IP PLA GAS LINE
CENTERPOINT ENERGY
(+)0.25%
(+)0.25%
N
O
R
T
H
"
D
"
S
T
(E) 24" RCP
(W) 24" RCP
(W) 36" RCP
(W) 48" RCP
30" RCP
L
LB STA. 0+00 NORTH "D" ST.
C STA. 73+28.40 SENS ROAD=
(+)0.25%
35'R
3
5'
R
(NW)15" FL. EL.=7.89
(S)6" FL. EL.=7.89
TR. EL.=21.19
SAN. MH.
R.O.W.R.O.W.
R.O.W.
1
0
0
'
R
.
O
.
W
.
PROP. E&W T.C.
5
0
'
5
0
'
PROP.
FACE OF CURB
SHARED USE PATH
P
R
O
P
.
4
'
x
3
'
R
C
B
MANHOLE
EXIST. SAN SEWER
LEAD
EXIST. SAN SEWER
DROP (E)
EXIST. 8" SAN
EXIST. 12" WATERLINE
EXIST. 12" WATERLINE
N 0°10' 57.63" E
N 2°59' 41.38" W
02°51' 53.24"
500'R
0'40'20'
0'2'4'
HORZ
VERT
10'
RAMP
TYPE 7
7'x3' RCB @ 0.11%
PROP. 180 LF(NW)15" FL. EL.=8.11
(SE)15" FL. EL.=8.07
TR. EL.=21.49
EXIST. SAN. SWR MH.
LEAD (E)
EXIST. 8" SAN SWR
SHEET 5 OF 12
ELLIPTICAL RCP @ 0.21%
PROP. 48 LF, 19"x30"
FL.EL.=19.19
PROP. TOP EAST DITCH
STA. 75+90
FL. EL.=18.52 @ 0.53%
BEGIN PROP. WEST DITCH
STA. 74+91.37
FL. EL.=19.78
PROP. HIGH POINT EAST DITCH
P.I. STA. 73+28.40
(BY OTHERS)
MATCH PROP. GRADE
ADJUST MANHOLE TO
TC. EL.=21.43
PROP. PVI STA. 73+28
(-)0.25%
(-)0.25%
DITCH @ 0.14%
PROP. EAST
DITCH @ 0.23%
PROP. EASTDITCH @ 0.36%
PROP. WEST
FL. EL.=18.93
END PROP. WEST DITCH
STA. 74+39.37
FL. EL.=18.93
BEGIN PROP. WEST DITCH
STA. 73+83.40
TOP EL=16.2
'C' PVC
DIG UP 12-4"
TOP EL=16.2
'C' PVC
DIG UP 12-4"
END PROP. MEDIAN
STA. 72+98.40, 6.5 LT
B
TC. EL.=20.78
PROP. PVI STA. 75+90
DITCH @ 0.23%
PROP. WEST
PROP. AT&T BURIED CABLE
7
'
IN CONDUIT
PROP. AT&T BURIED CABLE
10' U.E. (WATER LINE)
H.C.C.F. #G818256
H.C.D.R.
10' U.E. (SWBT)
VOL. 8109, PG. 475
H.C.D.R.
PROP. 194 LF 36"RCP @ 0.10%
WEST FL DITCH
WEST FL DITCH
EAST FL DITCH
EL.=17.66
2 YR HGL
2YR HGL EL=17.59EL = 17.64
2YR HGL
EL = 17.59
2 YR HGL
EL.=17.65
2 YR HGL
6'x3' RCB @ 0.12%
PROP. 49 LF.
6
2
'
F
-
F
6'x3'RCB @ 0.12%
PROP. 49 LF
(W) 24" FL. EL.= 14.95
PROP. STUB-IN
STA. 74+07.43
24" RCP @ 0.18%
PROP. 11 LF
7'x3' RCB @ 0.12%
PROP. 6 LF
(SEE NOTE 3 ON SHT 1 OF 12)
EXIST. AT&T BURIED CABLE
BEGIN PED. RAIL
STA. 73+58.50
PED RAIL
PROP.
PROP. 8'
(***)
6" SAN FORCE MAIN (ABANDONED)
36" RCP @ 0.10%
PROP. 194 LF
1
.
0
%
*
EL. 21.62
STA. 72+97.82, 28.72' LT.
TRAVERSE PT. #3
FL. EL.=14.26
TC. EL.=20.78
PROP. TYPE "B-B" INLET
STA. 75+90, 31' LT.(B3)
-2.0 % SLOPE
C PROP. 32' DRIVEWAY
STA. 74+65.37
FL. EL.=19.73
END PROP. WEST DITCH
STA. 72+71.05
4" IP STL GAS LINE
CENTERPOINT ENERGY
NOTE:
HAVE A CONCRETE APRON.
ALL TYPE "A" INLETS SHALL2.
FOR ADDITIONAL INFO.
SEE "DRIVEWAY DETAILS"1.
SENS ROAD
FL. EL.=17.20
TG. EL.=19.18
TC. EL.=20.78
PROP. MOD. TY. "B-B" INLET
STA. 75+90, 31' RT.(B4,B4-1)
7'x3'RCB @ 0.11%
PROP. 180 LF
@ 0.11%
7'x3' RCB
PROP. 49 LF
@ EAST ROW
EXIST NATURAL GROUND
@ WEST ROW
EXIST NATURAL GROUND
FL. EL.=19.73
END PROP. WEST DITCH
STA. 72+71.05, 46.0' LT.
BEGIN PROP. WEST DITCH
STA. 73+83.40, 46.00' LT.
BEGIN PROP. WEST DITCH
STA. 74+91.37, 46.00' LT.
PROP. HIGH POINT EAST DITCH
P.I. STA. 73+28.40, 43.50' RT.
1
0'R10'R A
C
B
D
BENCH MARK:
SAN SEWER
EXIST. 36"
MANHOLE
EXIST. SAN SEWER NAVD 88 2001 ADJ.)
(CALCULATED ELEV. ON
K-1244 NGS MONUMENT
STA. 82+81.07, 31.96' RT.
ELEV. 24.67
PROP. 18 LF 24" RCP @ 0.11%
(E)FL. EL.=14.97
TG. EL.=18.45
PROP. TYPE "A" INLET
STA. 74+07.43, 46 LT.(B3-2)
PROP. PED. RAIL
FL. EL=14.28
TG. EL.=17.78
PROP. TYPE "A" INLET
STA. 75+90, 46 LT.(B3-1)
R = 2000.00'
L = 110.92'
T = 55.47'
D =
PI STA. 72+21.83
TO STATION 72+98.40
FROM STATION 71+07.94
LEFT TURN LANE
TRANSITION FOR
*BEGIN 1.0% CROSS SLOPE
P
R
O
P
.
4
'
x
3
'
R
C
B
TYPE 7 RAMP
6" LIME STAB. SUBGRADE
10" BLACK BASE
PROP. 4" HMAC
PROP. 6" CONC. CURB
MEDIAN NOSE
PROP. 6" BLACK CONC.
8" LIME STAB. SUBGRADE
CONC.PAVEMENT
PROP. 10" REINFORCED
E
E E
END PROP. WEST DITCH
STA. 74+39.37, 46.00' LT.
PROP. STUB-IN, FL. EL.=14.95
PROP. 49 LF 7'x3' RCB @ 0.11%
SLOPE PAVING
BEGIN 5" CONC.
STA. 73+73.50
FOR CONTINUATION
ROADWAY PLAN & PROFILE"
SEE "NORTH 'C' & 'D' STREET
(80' ROW)
SAI BOX
AT&T
PROP.
NORTH "D" ST.
PROP. BASELINE
(C-900 WATER LINE OFFSET ASSEMBLY).
PIPE OFFSET SECTION FOR WATER LINES
ADJUSTED PER CITY OF LA PORTE TYPICAL STEEL
OF EXISTING WATERLINE. WATERLINE SHALL BE
*** CONTRACTOR SHALL FIELD VERIFY LOCATION
24" RCP @ 1.0%
PROP. 1 LF
(W)4'x3' FL. EL.=15.16
(N)6'x3' FL. EL.=14.56
(S)36' FL. EL.=14.56
w/MH RISER
PROP. JUNCTION BOX
STA. 73+01.08 (W)(JB5-1)
(W)4'x3' FL. EL.=15.06
(S)6'x3' FL. EL.=14.50
(N)7'x3' FL. EL.=14.50
w/MH RISER
PROP. JUNCTION BOX
STA. 73+56.08 (W)(JB3-2)
(E)19"x30" FL. EL.=17.10
(W)24" FL, EL.=14.25
(N&S)7'x3' FL. EL.=14.25
w/MH RISER
PROP. JUNCTION BOX
STA. 75+90 (W)(JB3-1)
TR. EL.=20.99
W/ MH RISER
PROP. JUNCTION BOX
STA. 73+01.08, 25.14' LT.(JB5-1)
(FLUSH w/PAVEMENT)
TR. EL.=20.99
W/ MH RISER
PROP. JUNCTION BOX
STA. 73+56.08, 25' LT.(JB3-2)
TR. EL.=20.44
W/ MH RISER
PROP. JUNCTION BOX
STA. 75+90, 25' LT.(JB3-1)
WOOD FENCE
PP
ASPHALT PAVING
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
48" RCP
CONC.
T
T
WOOD FENCETPED
WO
O
D
F
E
NC
E
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
GI
2" CREPE MYRTLE
2" CREPE MYRTLE
2" CREPE MYRTLE
2" CREPE MYRTLE 2" CREPE MYRTLE
CONCRETE
FOC SIGN
LIGHTLIGHT
SIGN
CO
SV
SCB
48" RCP
T
12" WATER LINE12" WATER LINE
SBC 12-4" "C" PVC
SBC MH
BORE B-6
CENTERPOINT ENERGY 4" IP PLA GAS LINE
80+00
76+00 77+00
79+00
78+00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
7
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2
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AM
f
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CAD
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10
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3/20/2015
TOMMY CROMER
97594
MAR 2015
268
M
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0
0
78+0076+00 79+00 80+00
24
22
20
18
16
14
12
10
24
22
20
18
16
14
12
10
77+00
S
B
C
MH
#
8
4
1
1
CURVE DATA
26 26
STA. 76+00 TO STA. 80+00
ROADWAY PLAN & PROFILE
16
LEGEND
NOTE:
A
C
C
C EXIST SENS ROADL
SBC 12-4" "C" PVC 12" WATER LINE
4" IP STL GAS LINE
CENTERPOINT ENERGY
PT STA. 78+05.62
C PROP SENS ROAD L
(+)0.25%
(+)0.25%
R.O.W.
R.O.W.
PROP. E&W T.C.
EXIST. 36" SAN SEWER
MANHOLE
EXIST. SAN SEWER
EXIST. 8" SAN DROP (E)
SEWER LEAD (E)
EXIST. 8" SAN
12" WATER LINE)
(CONN. TO EXIST.
EXIST. 12" WATER MAIN
N 2°59' 41.38" W
N 6°03' 05.88" W
02°51' 53.24"
PC STA. 76+97.92
0'40'20'
0'2'4'
HORZ
VERT
10'
7'x3' RCB @ 0.12%
PROP. 296 LF
MA
T
C
H
L
I
N
E
S
T
A
.
8
0
+
0
0
HAVE A CONCRETE APRON.
2. ALL TYPE "A" INLETS SHALL
FOR ADDITIONAL INFO.
1. SEE "DRIVEWAY DETAILS"
6
2
'
F
-
F
5
0
'
1
0
0
'
R
.
O
.
W
.
SHEET 6 OF 12
7'x3' RCB @ 0.17%
PROP. 98 LF
DITCH @ 0.53%
PROP. WEST
(BY OTHERS)
MATCH PROP. GRADE
ADJUST MANHOLE TO
DITCH @ 0.31%
PROP. EAST
(-)0.48%
(-)0.48%
TC. EL.=21.30
PROP. PVI STA. 78+00
PROP. AT&T BURIED CABLE
10' U.E. (WATER LINE)
H.C.C.F. #G818256
H.C.D.R.
10' U.E. (SWBT)
VOL. 8109, PG. 475
H.C.D.R.
7'
WEST FL DITCH
EAST FL DITCH
2 YR HGL EL. =17.51
PROP. PED RAIL
EXIST. 12" WATER MAIN
PROP. 8' SHARED USE PATH
(SEE NOTE 3 ON SHT 1 OF 12)
EXIST. AT&T BURIED CABLE
LPROP. AT&T BURIED CABLE
SOIL BORING B-6
STA. 78+67.44, 11.75' LT.
R = 2000.00'
L = 106.70'
T = 53.36'
D =
PI STA. 77+51.28
END PED. RAIL
END 5" CONC. SLOPE PAVING
STA. 78+00
DITCH @ 0.28%
PROP. WEST
(E)FL. EL.=14.36
TG. EL.=19.75
PROP. TYPE "A" INLET
STA. 79+00.00, 46 LT.(B1-3)
DITCH @ 0.13%
PROP. WEST
DITCH @ 0.05%
PROP. EAST
@ 0.13%
24" RCP
PROP. 15 LF
FL. EL.=19.00
END PROP. WEST DITCH
STA. 77+79.06
FL. EL.=19.90
BEGIN PROP. WEST DITCH
STA. 78+47.07
FL. EL.=19.85
END PROP. WEST DITCH
STA. 79+77.88
FACE OF CURB
PROP.
MANHOLE
EXIST. SAN SEWER
PROP. TR=19.25
(TO BE ADJUSTED)
END PROP. WEST DITCH
STA. 77+79.06, 46.00' LT.
PROP. HIGH POINT EAST DITCH
P.I. STA. 78+00, 41.85' RT.
BEGIN PROP. WEST DITCH
STA. 78+47.07, 46.00' LT.
END PROP. WEST DITCH
STA. 79+77.88, 46.00' LT.
FL. EL.=19.28
PROP. HIGH POINT EAST DITCH
P.I. STA. 78+00
(W) 24" FL= 14.34
STA 79+00.00
@ WEST ROW
EXIST NATURAL GROUND
@ EAST ROW
EXIST NATURAL GROUND
SENS ROAD
1.83% SLOPE
C PROP. 26' DRIVEWAY
STA. 78+14
A
C
B
D
BENCH MARK:
NAVD 88 2001 ADJ.)
(CALCULATED ELEV. ON
K-1244 NGS MONUMENT
STA. 82+81.07, 31.96' RT.
ELEV. 24.67
TYPE 7 RAMP
6" LIME STAB. SUBGRADE
10" BLACK BASE
PROP. 4" HMAC
PROP. 6" CONC. CURB
MEDIAN NOSE
PROP. 6" BLACK CONC.
8" LIME STAB. SUBGRADE
CONC.PAVEMENT
PROP. 10" REINFORCED
E
2 0'R
20'R20'R
PROP. 98 LF, 7'x3'RCB @ 0.17%
PROP. 296 LF, 7'x3'RCB @ 0.12%
TR. EL.=20.44
ON BOX CULVERT
PROP. MH RISER
STA. 79+00.00, 25 LT.(JB1-1)
(N&S)7'x3' FL. EL.=13.89
(W)24" FL. EL.=14.34
ON BOX CULVERT
PROP. MH RISER
STA. 79+00.00 (JB1-1)
HEADWALL
GUARD FENCE
SIGN
GUARD FENCE
WOO
D
L
I
NE
WM
MB
PP
PP
PP
24" RCP
SIGN
CONC
WOOD FENCE
DITCH FL
PP
ASPHALT PAVING
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
TB
CONCRETE
2" CREPE MYRTLE
GI
30" PVC
PP
T
4" HB4" HB
10" HB
WOOD FENCE
24" RCP
4
'
B
R
D.
F
NC
4'
B
R
D.
F
N
C
8" ELM
12" ELM
DIRT DRWY
MB
G
A
S
L
I
NE
PP
GV
WM
60" RCP
24" RCP
10" HB
R
O
A
D
G
R
A
V
E
L
4' BRD. FNC
WOO
D
L
I
N
E
HEADWALL
SIGN
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
X
X
GUARD RAIL CONCRETE
MHW
T
12" WATER LINE12" WATER LINE
SBC 12-4" "C" PVC
SBC MH
SBC 12-4" "C" PVC
BORE B-7
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
80+00
85+00
81+00
82+00
83+00
84+00
PROJECT
ON AT&T CONDUIT
WILL BE PLACED
2-4" CONDUITS
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
N
:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
7
:3
2
:11
AM
f
a
m
b
r
iz
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
e
n
t
F
I
L
E
:
\
\
H
o
u
f
i
l
e
\
b
b
i
\
T
r
a
n
s
\
1
0
2
3
0
1
\
2
0
1
3
0
3
2
9
_
S
e
n
s
D
r
a
i
n
a
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e
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s
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3
/
2
0
/
2
0
1
5
3/20/2015
TOMMY CROMER
97594
MAR 2015
268
M
A
T
C
H
L
I
N
E
S
T
A
.
8
0
+
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
8
5
+
0
0
6
2
'
F
-
F
CURVE DATA
L
L
22
20
18
16
14
12
10
82+0080+00 83+00 84+00
22
20
18
16
14
12
10
81+00 85+00
8
SBC 12-4" "C" PVC
L
L
24 24
Little Cedar Bayou
SBC
12-
4"
"C"
PVC
STA. 80+00 TO STA. 85+00
ROADWAY PLAN & PROFILE
R.O.W.
R.O.W.
17
LEGEND
A
C
C
L
(-)0.25%
(-)0.25%
8 S
B
C
MH
#
8
4
1
2
4" IP STL GAS LINE
CENTERPOINT ENERGY
(E) 24" RCP
(E) 24" RCP(W) 60" RCP
L
(+)0.25%
(+)0.25%
C EXIST SENS ROADL
PROP. E&W T.C.
R = 2000.00'
L = 106.42'
T = 53.22'
D =
PI STA. 83+82.11
PT STA. 84+35.30
5
0
'
R.O.W.
PC STA. 83+28.88
C PROP SENS ROAD
L
SOIL BORING B-7
STA. 82+52.79, 21.13' RT.
C
(ABANDONED)
(ABANDONED)(ABANDONED)
EXIST. 12" WATER MAIN.
(ABANDONED)
12" WATER LINE
WATER MAIN
EXIST. 12"
WATER MAIN
EXIST. 12"
WATER MAIN
EXIST.12"
SEWER MANHOLE
EXIST. SAN.
SWR LEAD
EXIST. 8"SAN.
EXIST. 8" SAN. DROP
SEWER
EXIST. 36" SAN
N 3°00' 10.42" W
02°51' 53.24"
N 6°03' 05.88" W
6'x4' RCB @ 0.09%
PROP. 185 LF
L
0'40'20'
0'2'4'
HORZ
VERT
10'
PROP. MBGF
1
0
0
'
R
.
O
.
W
.
FL EL=16.00
TO POND
30" CMP INFLOW PROP. 133 LF 7'X3' RCB @ 0.11%
RCP @ 0.25%
PROP. 72 LF 24"
BENCH MARK:
31.96' RT.
STA. 82+81.07,
ELEV. 24.67
SHEET 7 OF 12
FL. EL.=18.48
PROP. EAST DITCH
STA. 80+46
DITCH @ 0.37%
PROP. EAST
DITCH @ 0.27%
PROP. WEST
FL. EL.=19.54
BEGIN PROP. EAST DITCH
STA. 81+98
PROP. EAST DITCH @ 1.0%
FL. EL.=18.49(W)
FL. EL.=19.28(E)
PROP. DITCH FL
STA. 82+24.18
@ 1.0%
FL. EL.=18.74
END PROP. WEST DITCH
STA. 82+30.00
RCP @ 0.17%
PROP. 54 LF-24"
EXIST. WATER METER
EXIST. WATER METER
E
X
IS
T.
WATE
R
S
E
RVIC
E
LIN
E
FL EL=18.7
END PROP. W. DITCH
STA. 83+77
DITCH @ 0.24%
PROP. EAST
7'x3'RCB @ 0.17%
PROP. 46 LF
PROP. AT&T BURIED CABLE
7
'
PROP. AT&T BURIED CABLE
10' U.E. (WATER LINE)
H.C.C.F. #G818256
H.C.D.R.
10' U.E. (SWBT)
VOL. 8109, PG. 475
H.C.D.R.
BURIED CABLE
PROP. AT&T
FL. EL.=14.17
TG. EL.=19.11
PROP. TYPE "A" GRATE INLET
STA. 80+46, 46' (B1-2)
FL. EL.=14.04
TG. EL.=19.28
PROP. MOD. TY. "A" INLET
STA. 82+24.19, 35.5' RT.(B2-1)
FL. EL.=14.50
TG. EL.=20.43
PROP. MOD. TY. "A" INLET
STA. 83+89, 31' RT.(A6-4)
FL. EL.=14.50
PROP. MOD. TY. "A" INLET
STA. 83+89 (E)(A6-4)
WEST FL DITCH
EAST FL DITCH
@ 0.05%
C 4-6'x4' RCB
PROP. 10 LF
LC 2-6'x4' RCB @ 0.05%
PROP. 43 LF
@ 0.05%
C 6'x4' RCB
PROP. 23 LF
TO EXIST 6'x4' RCBs
CONNECT PROP. 6'x4' RCBs
EXIST. 12" WATER MAIN
EXIST. FIRE HYDRANT
(TO BE RELOCATED)
EL.=17.43
2 YR HGL
EL.=17.41
2 YR HGL
EL.=17.37
2 YR HGL
EL.=17.32
2 YR HGL
EL.=17.36
2 YR HGL
24" RCP @ 0.10%
PROP. 49 LF
SHARED USE PATH
PROP. 8'
CENTERPOINT ENERGY 4" IP STL GAS LINE
(SEE NOTE 3 ON SHT 1 OF 12)
EXIST. AT&T BURIED CABLE
L
L
TC EL=20.13
PROP. PVI STA. 80+46
@ 0.12%
7'X3' RCB
PROP. 40 LF
ALONG PROP EAST ROW
EXIST NATURAL GROUND
(-)0.48%
(E)24" FL. EL.=14.17
PROP. TYPE "A" INLET
STA. 80+46 (B1-2)
DITCH @ 0.24%
PROP. WEST
w/3:1 SIDE SLOPE
PROP. CONC. SLOPE PAVING
w/3:1 SIDE SLOPE
PROP. CONC. SLOPE PAVING
TOP EL=20.86
PROP. HEADWALL
@ 0.25%
24" RCP
PROP. 72 LF
(ABANDONED)
12" WATER LINE
@ 0.17%
7'x3'RCB
PROP. 46 LF
TC. EL.=20.13
PROP. TYPE "B-B" INLET
STA. 80+46, 31' LT.(B1)
ALONG PROP WEST ROW
EXIST NATURAL GROUND
@0.20%
FL. EL=19.20
W. DITCH
END PROP.
STA. 80+85
GAS LINE
4" IP STL
ENERGY
CENTERPOINT
24" RCP @ 0.10%
PROP. 11 LF
(E&W)24" FL. EL.=14.16
PROP. TYPE "B-B" INLET
STA. 80+46(B1)
RCB @ 0.11%
PROP. 44 LF 7'x3'
@ 0.12%
7'x3'RCB
PROP. 40 LF
9.58% SLOPE
C PROP. 26' DRIVEWAY
STA. 80+10
7'x3'RCB @ 0.11%PROP. 133 LF 7'x3'RCB @ 0.11%PROP. 44 LF
FL. EL.=14.00
FROM POND
OUTFALL
24" CMP
FL. EL.=13.31
C PROP. 3-6'x4' RCB (EAST END)
STA. 82+98.44
13.41(W)
FL. EL.=
(E)24" FL=14.00
PROP. TYPE "A" INLET
STA. 82+24.19 (B1-1)
DITCH @ 0.19%
PROP. EAST
FL. EL.=18.83
BEGIN PROP. WEST DITCH
STA. 81+20.17
FL. EL.=18.45
BEGIN PROP. W. DITCH
STA. 84+20.60
FL. EL.=19.10
END PROP. EAST DITCH
STA. 81+61.50
BEGIN PROP. EAST DITCH
STA. 83+69.07, 36.8' RT.
DITCH @ 0.69%
PROP. WEST
FL EL=18.67
BEGIN PROP. E. DITCH
STA. 83+69.07
FL. EL.=18.52
BEGIN PROP. E. DITCH
STA. 84+38.73
@ 0.9%
FL. EL.=19.41
END PROP. EAST DITCH
STA. 82+35.44
END PROP. EAST DITCH
STA. 84+06.08, 37.7'RT.
FL. EL.=18.72 @1.0%
END PROP. E. DITCH
STA. 84+06.08
(W&E) 30" FL. EL=16.00
TR. EL.=20.72
PROP. STD. MANHOLE
STA. 80+88.65(JB1-1)
1
1
DETAILS SHEET)
DRAINAGE
ESMT, (SEE
CONSTRUCTION
15'x20' TEMP.
14.39
FL. EL.=
STUB-IN
PROP. 24"
@ 0.12%
30" RCP
PROP. 18 LF2
2
3
3
24" RCP @ 0.33%
PROP. 15 LF
4
4
5
5
(**)
FACE OF CURB
PROP.
TO BE ADJUSTED AS NECESSARY.
PROPOSED STORM SEWER.
SERVICE LINE CONFLICT WITH
** POSSIBLE EXISTING WATER
WEST DITCH
BEGIN PROP.
STA. 80+42.80, 46.00' LT.
WEST DITCH
END PROP.
46.00' LT.
STA. 80+85,
BEGIN PROP. WEST DITCH
STA. 84+20.60, 46.00' LT.
END PROP. EAST DITCH
STA. 81+61.50, 43.50' RT.
BEGIN PROP. EAST DITCH
STA. 81+98, 37.50' RT.
END PROP. EAST DITCH
STA. 82+35.44, 43.50' RT.
BEGIN PROP. EAST DITCH
STA. 84+38.73, 43.20' RT.
6
6
(W&E)24" FL. EL.=14.15
(N&S)7'x3' FL. EL.=13.65
PROP. STUB-IN
STA. 80+46
PROP. 185 LF 6'x4' RCB @ 0.09%
NOTE:
7
7
(W&E)24" FL. EL.=13.95
(N&S)7'x3' FL. EL.=13.45
PROP. STUB-IN
STA. 82+24.19
FL. EL=19.13 @0.63%
BEGIN PROP. WEST DITCH
STA. 80+42.80
SENS ROAD
FL. EL.=14.20
TG. EL.=18.59
TC. EL.=20.13
PROP. MOD. TY. "B-B" INLET
STA. 80+46, 31' RT.(B2,B2-2)
A
C
B
D
BENCH MARK:L
E
F
EL. 21.53
STA.82+79.28,2.65'RT.
TRAVERSE PT. #2
TC. EL.=20.72
PROP. PVI STA. 82+80
EXIST. 36" SAN SEWER
METER
WATER
EXIST.
SAN, MH.
EXIST.
NAVD 88 2001 ADJ.)
(CALCULATED ELEV. ON
K-1244 NGS MONUMENT
STA. 82+81.07, 31.96' RT.
ELEV. 24.67
BURIED CABLE
PROP. AT&T
BEGIN PROP. WEST DITCH
STA. 81+20.17, 46.00' LT.
-6.08% SLOPE
STA. 81+02.65 C PROP. 15' DRIVEWAY
TR. EL.=20.72, FL. EL.=16.00
PROP. STD. MANHOLE
STA. 80+88.65, 47.50' LT.(JB1-1)
PAVING, BEGIN PED. RAIL
BEGIN 5" CONC. SLOPE
STA. 81+10.00,
FL. EL.=14.00
TG. EL.=18.48,
GRATE INLET
PROP. TYPE "A"
45.50' LT.(B1-1)
STA. 82+24.19,
SLOPE
-7.75%
DRIVEWAY
C PROP. 15'
STA. 82+43.87
10
'R1
0'R
10
'R1
0'R
F
INFORMATION
ADDITIONAL HEADWALL
3. SEE SHEET 55A FOR
HAVE A CONCRETE APRON.
ALL TYPE "A" INLETS SHALL2.
FOR ADDITIONAL INFO.
SEE "DRIVEWAY DETAILS"1.
1
0'R
10
'R
1
0
'R 1
0'
R
20'
R
10'R
1 0'R
10'R10'R
10
'R
1
0'R
@ 1.0%
24" RCP
PROP. 1 LF
WEST DITCH
BEGIN PROP
STA. 83+30.78, 46' LT
& END PED. RAIL
END 5" CONC. SLOPE PAVING
STA. 84+00, 42'LT
RAIL
END PED.
SLOPE PAVING &
END 5" CONC.
STA. 82+36.54, 44'LT,
RETAINING WALL SHEET 63
STA. 83+30.78 SEE PROP.
SECTION. STA. 82+55 TO
PROP. RETAINING WALL
TYPE 7 RAMP
6" LIME STAB. SUBGRADE
10" BLACK BASE
PROP. 4" HMAC
PROP. 6" CONC. CURB
MEDIAN NOSE
PROP. 6" BLACK CONC.
8" LIME STAB. SUBGRADE
CONC.PAVEMENT
PROP. 10" REINFORCED
AND COMBINATION RAIL
BEGIN PROP. HEADWALL
STA. 82+52.00, 41' LT.
BEGIN PED RAIL
END PROP. HEADWALL AND COMBINATION RAIL
STA. 83+33.05, 41' LT.
& MBGF
END PROP. HEADWALL
STA. 83+36.77, 41' RT.
& MBGF
END PROP. HEADWALL
STA. 82+61.61, 41' RT.
4-6'x4'RCB
EXIST.
-4.0% SLOPE
C PROP. 17' DRIVEWAY
STA. 81+80
-2.0% SLOPE
C PROP. 12' DRIVEWAY
STA. 84+23.15
-2.0% SLOPE
C PROP. 12' DRIVEWAY
STA. 84+04.93
FOR CONTINUATION)
PLAN AND PROFILE SHEET 23
(SEE LITTLE CEDAR BAYOU
FL. EL.=13.31(SEE SHT 23)
PROP. HEADWALL & MBGF
STA. 82+98.44, 41' RT.
FL.=13.36(SEE SHT 23)
PROP. HEADWALL w/2-6'x4' RCB,
STA. 82+98.44, 41' LT.
(S)7'x3' FL. EL.=13.41
(N)6'x4' FL. EL.=13.41
PROP. JUNC. BOX w/MH RISER
STA. 82+71 (JB1-3)
(N,E)6'x4' FL. EL.=13.34
PROP. JUNC. BOX w/MH RISER
STA. 83+13.55 (JB5)
(N&S) 7'x3' FL. EL.=13.60
(W) 30" FL. EL.=16.02
TR. EL.=19.90
ON BOX CULVERT
PROP. MH RISER
25' LT.(JB1-2)
STA. 80+88.65,
(W) 30" FL. EL.=16.02
(N&S) 7'x3' FL. EL=13.60
TR. EL.=19.90
BOX CULVERT
PROP. MH RISER ON
STA. 80+88.65(JB1-2)
TR. EL.=20.26(FLUSH w/PAVEMENT)
W/MH RISER
PROP. JUNCTION BOX
STA. 83+13.55, 25' LT.(JB5)
WEST DITCH
END PROP.
46.00' LT.
STA. 83+77,
SHEET 64)
(SEE DRAINAGE DETAILS
(S) 7'x3' FL. EL.=13.41
(N) 6'x4' FL. EL.=13.41
TR. EL.=20.31
W/MH RISER
PROP. JUNCTION BOX
STA. 82+71, 25' LT.(JB1-3)
BOLLARD
DIRT DWY
PP
GV C/O
24" RCP24" RCP
ASPH
CONC.
PORCH
WM
ASPH
GA
S
L
I
NE
GA
S
L
I
NE
GAS LINE
AS
P
H
.
D
RWY
60" RCP
GV
PP
MBMB
POST
4" HB
10" CEDAR
4" CEDAR
14" MAG.
8" PALM
PALM
PECAN
PORCH
HEDGE
PP
PP
PP
S/T
P
I
P
E
L
I
N
E
P
I
P
E
L
I
N
E
P
I
P
E
L
I
N
E
FRAME HOUSE
1-STORY
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
MYRTLES
CREPT
P
I
P
E
L
I
NE
GM
MHW
MHW
CO
CONCRETE
CONCRETE
WM
T
T
DBL SIGN
TPED PP
BOLARD
ASPH.
WM
W FAUCET
24" RCP
DI
DI
T
C
H
F
L
POST
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
T
B
T
B
TB
DITCH FL
TB
60" RCP 60" RCP
GRAVEL
CONCRETEMHW
MHW
CONCRETE
2
4
"
P
VC
12"
PV
C
GI
T
2" WATER LINE
8" WATER LINE
SBC 12-4" "C" PVC
SBC MH
BORE B-8
CENTERPOINT ENERGY 4" HP STL GAS LINE
12" WATER LINE
85+00
90+00
86+00 87+00 88+00
89+00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
7
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3/20/2015
TOMMY CROMER
97594
MAR 2015
268
87+0085+00 88+00 89+00
22
20
18
16
14
12
10
22
20
18
16
14
12
10
86+00
8 8
M
A
T
C
H
L
I
N
E
S
T
A
.
8
5
+
0
0
MA
T
C
H
L
I
N
E
S
T
A
.
9
0
+
0
0
90+00
S
B
C
MH
#
8
4
1
3
CURVE DATA
6 6
SBC 12-4" "C" PVC
SBC 12-4" "C" PVC
STA. 85+00 TO STA. 90+00
ROADWAY PLAN & PROFILE
LEGEND
A
C
C
SBC 12-4" "C" PVC
C EXIST SENS ROADLALONG PROP EAST ROW
EXIST NATURAL GROUND
8" SAN SWR
6
2
'
F
-
F
L
L L
SOIL BORING B-8
STA. 87+34.69, 14.89' RT.
L
PT STA. 89+22.24
PC STA. 87+70.47
C PROP SENS ROAD L
(E) 24" RCP (E) 24" RCP
(W) 60" RCP
(W) 48" RCP
4" IP STL GAS LINE
CENTERPOINT ENERGY
(-)0.25%(+)0.25%
(+)0.25%
(+)0.25%
DITCH @ 0.5%
PROP. EAST
CENTERPOINT ENERGY 4" IP STL GAS LINE
DITCH @ 0.25%
PROP. WEST
L
24" RCP
(E)
(EL=11.41 @ EXIST. EAST FL. EL. DITCH)
(EL=11.53 @ EXIST. WEST FL. EL. DITCH)
2-6" AIR LIQUIDE PLs.
(EL=9.85 @ EXIST. WEST FL. EL. DITCH)
6" UNION CARBIDE PL. INCORP.
(S)8" FL. EL.=13.14
(N)8" FL. EL.=13.08
TR. EL.=17.91
SAN. MH.
TC. EL.=20.10
PROP. PVI STA. 85+25
TC. EL.=20.73
PROP. PVI STA. 87+75
PROP. EAST DITCH @ 0.5%
R.O.W.
FL. EL.=18.79(E)
1
0
0
'
R
.O
.W
.
PROP. E&W T.C.
5
0
'
FACE OF CURB
PROP.
NOTE:
C
C
C
(ABANDONED)
(ABANDONED)(ABANDONED)
1
2
"
WA
T
E
R
L
I
N
E
(
A
B
AN
D
O
N
E
D
)
WATER MAIN
EXIST. 12"
EXIST. 12" WATER MAIN
(ABANDONED)
SWR LEAD
EXIST. 8" SAN
(ABANDONED)12" WATER LINE
(ABANDONED)
8" WATER LINE
WATER MAIN
EXIST.12"
WATER MAIN
EXIST.12"
WATER MAIN
EXIST.12"
(ABANDONED)
8" WATER LINE
(ABANDONED)
2" WATER LINE
SEWER
EXIST. 36" SAN
SWR LEAD
EXIST. 8" SAN
DROP
EXIST. 8" SAN
DROP
EXIST. 8" SAN
SWR LEAD
EXIST. 8" SAN
(ABANDONED)
SEWER
EXIST. 36" SAN
END PROP. FL. WEST DITCH
STA. 85+70, 46.00' LT.
BEGIN PROP. FL. WEST DITCH
STA. 86+00, 46.00' LT.
18
N 1°20' 41.08" E
02°51' 53.24"
N 3°00' 10.42" W
@ 0.06%
6'x4' RCB
PROP. 40 LF
@ 0.22%
24" RCP
PROP. 22 LF
(EL=11.62 @ EXIST. EAST FL. EL. DITCH)
(EL=11.55 @ EXIST. WEST FL. EL. DITCH)
4" ENTERPRISE PL. W/CASING
(EL=12.66 @ EXIST. EAST FL. EL. DITCH)
(EL=11.97 @ EXIST. WEST FL. EL. DITCH)
6" ENTERPRISE PL. W/CASING
0'40'20'
0'2'4'
HORZ
VERT
10'
SHEET 8 OF 12
EL.= 17.35
2 YR HGL
FL. EL.=18.40
END PROP. WEST DITCH
STA. 85+70
FL. EL.=18.77
END PROP. EAST DITCH
STA. 86+15, 43.50' RT.
FL. EL.=18.3
STA. 85+25, PROP. EAST DITCH
END PROP. FL. EAST DITCH
STA. 88+94.10, 39.50' RT.
24" RCP @ 0.13%
PROP. 63 LF
24" RCP @ 0.22%
PROP. 78 LF
FL. EL.=18.38
BEGIN PROP. WEST DITCH
STA. 86+00
FL. EL.=18.85(E)
DITCH @ 1.2%
PROP. EAST
FL.=17.98
FL. EL.=17.86(E)
FL.=17.72(E)
FL. EL.=18.15 @ 0.58%
END PROP. EAST DITCH
STA. 88+94
24" RCP @ 0.13%
PROP. 63 LF
24" RCP @ 0.2%
PROP. 49 LF
@ 0.085%
6'x4' RCB
PROP. 25 LF
@ 0.09%
6'x4' RCB
PROP. 25 LF
6'x4' RCB @ 0.063%
PROP. 165 LF
VENT PIPE
UNION CARBIDE
RELOCATED BY OTHERS
VENTS & MARKERS TO BE
ENTERPRISE VENT PIPES
ENTERPRISE VENT PIPE
RELOCATED BY OTHERS
VENTS & MARKERS TO BE
ENTERPRISE VENT PIPE
EXIST. WATER METER
EXIST. WATER METER
EXIST. WATER METER
EXIST. WATER METER
END PROP. FL. E. DITCH
STA. 86+15, 43.50' RT.
BEGIN PROP. FL. E. DITCH
STA. 87+33, 40' RT.
BEGIN PROP. FL. E. DITCH
STA. 87+94, 40' RT.
DITCH @ 0.24%
PROP. EAST
PROP. AT&T BURIED CABLE
PROP. AT&T BURIED CABLE
WATER MAIN
EXIST. 12"
IN CONDUIT
BURIED CABLE
PROP. AT&T
10' U.E. (WATER LINE)
H.C.C.F. #G818256
H.C.D.R.
10' U.E. (SWBT)
VOL. 8109, PG. 475
H.C.D.R.
7'
FL. EL.=13.60
TG. EL.=18.20
PROP. TYPE "A" INLET
STA. 85+25, 46.00' LT.(A5-3)
FL. EL.=14.09
TG. FL.=18.70
TC. EL.=20.47
PROP. MOD. TY. "A" INLET
STA. 86+66, 31' RT.(A6-2)
FL. EL.=13.92
TG. FL.=18.65
TC. EL=20.67
PROP. MOD. TY. "A" INLET
STA. 87+50, 31' RT.(A6-1)
FL. EL.=14.00
TG. EL.=17.72
TC. EL=20.63
PROP. MOD. TY. "A" INLET
STA. 88+20, 31' RT.(A4-2)
FL. EL.=14.50
TG. EL.=17.98
PROP. TYPE "A" INLET
STA. 87+63, 46.00' LT.(A5-1)
FL. EL.=14.50
TG. EL.=18.36
PROP. TYPE "A" INLET
STA. 89+58, 46.00' LT.(A3-1)
FL. EL.=15.91
TC. EL.=20.18
PROP. TYPE "B-B" INLET
STA. 89+58, 31' RT.(A4)
FL. EL.=13.58
TC. EL.=20.10
PROP. TYPE "B-B" INLET
STA. 85+25, 31' LT.(A5)
TR. EL.=20.33 (FLUSH w/PAVEMENT)
PROP. STORM MH
STA. 87+63, 25' LT.(MH6)
(N&S)6'x4' FL. EL.=13.67
(W)24" FL. EL.=14.46
(E)24" FL. EL.=13.80
PROP. STORM MH
STA. 87+63 (MH6)
EAST FL DITCH
WEST FL DITCH
TO BE ADJUSTED AS NECESSARY.
PROPOSED STORM SEWER.
SERVICE LINE CONFLICT WITH
** POSSIBLE EXISTING WATER
(**)
24" RCP @ 0.18%
PROP. 17 LF
SWR LEAD
EXIST. 8" SAN
FL. EL.=14.90
TG. EL.=18.15
PROP. TYPE "A" INLET
STA. 86+90, 46.00' LT.(A5-2)
(***)
(***)
DITCH @ 0.22%
PROP. WEST
FL. EL.=18.12
BEGIN PROP. WEST DITCH
STA. 87+04
PROP. 70 LF 6'x4' RCB @ 0.07%
0.07%
6'x4' RCB @
PROP. 70 LF
PROP. 165 LF 6'x4' RCB @ 0.063%
FL=14.87
(24")
STUB-IN
FL=14.87
(24")
STUB-IN
EL=17.38
2 YR HGL
EL. =17.40
2 YR HGL
FL. EL.=14.00
TG. FL.=17.72
TC. EL.=20.63
PROP. MOD. TY. "A" INLET
STA. 88+20 (A4-2)
FL. EL.=13.92
TG. FL.=18.65
TC. EL.=20.67
PROP. MOD. TY. "A" INLET
STA. 87+50 (A6-1)
24" RCP @ 0.18%
PROP. 11 LF
PROP. PED RAIL
(SEE NOTE 3 ON SHT 1 OF 12)
EXIST. AT&T BURIED CABLE
R.O.W.
R.O.W.
SHARED USE PATH
PROP. 8'
L
SEWER
EXIST. 36" SAN
BEGIN PROP. FL. EAST DITCH
STA. 89+65, 43.50' RT.
FL. EL.=17.93
BEGIN PROP. EAST DITCH
STA. 89+65
ALONG PROP WEST ROW
EXIST NATURAL GROUND
TG. EL.=18.36
PROP. TYPE "A" INLET
STA. 89+58
(-)0.30%
(-)0.30%
TC. EL.=20.18
PROP. PVI STA. 89+58
24" RCP @ 0.20%
PROP. 54 LF
DITCH @ 0.24%
PROP. WEST
DITCH @ 0.44%
PROP. WEST
BEGIN PROP. FL. WEST DITCH
STA. 88+50, 46.00' LT.
WEST DITCH
END PROP. FL.
STA. 89+67, 46.00' LT.
DITCH @ 0.5%
PROP. EAST
FL. EL.=18.45
END PROP. WEST DITCH
STA. 89+67
FL. EL.=18.60
END PROP. WEST DITCH
STA. 88+43.00
FL. EL.=18.60
WEST DITCH
BEGIN PROP.
STA. 88+50.00
R = 2000.00'
L = 151.76'
T = 75.92'
D =
PI STA. 88+46.39
(W)24" FL. EL.=15.08
TG.FL.=18.30
TC. EL.=20.10
PROP. MOD. TY, "B-B" INLET
STA. 85+25, 31' RT.(A6,A6-3)
END PROP. FL. E. DITCH
STA. 87+63, 40' RT.
FL.=18.85
24" RCP @ 0.22%
PROP. 78 LF
FL. EL.=14.09
TG. FL.=18.70
TC. EL.=20.47
PROP. MOD. TY. "A" INLET
STA. 86+66 (A6-2)
24" RCP @ 0.22%
PROP. 54 LF
-2.08% SLOPE
C PROP. 25' DRIVEWAY
STA. 89+85.16
-13.0% SLOPE
C PROP. 15' DRIVEWAY
STA. 87+78.84
-2.0% SLOPE
C PROP. 12' DRIVEWAY
STA. 86+33.43
-2.0% SLOPE
C PROP. 30' DRIVEWAY
STA. 87+08.66
-2.0% SLOPE
C PROP. 12' DRIVEWAY
STA. 85+85.41
-2.0% SLOPE
C PROP. 36' DRIVEWAY
STA. 89+23.20
BEGIN PROP. FL. E. DITCH
STA. 86+48.70, 39' RT.
END PROP. FL. E. DITCH
STA. 86+83.70, 39' RT.
24" RCP @ 0.25%
PROP. 16 LF
PROP. 192 LF 6'x4' RCB @ 0.07%
PROP. 192 LF 6'x4' RCB @ 0.07%
SENS ROAD
A
C
B
D
NAVD 88 2001 ADJ.)
(CALCULATED ELEV. ON
K-1244 NGS MONUMENT
STA. 82+81.07, 31.96' RT.
ELEV. 24.67
BENCH MARK:
FOR ADDITIONAL INFO
SEE "DRIVEWAY DETAILS"
BEGIN PED. RAIL
BEGIN 5" CONC. SLOPE PAVING
BEGIN PROP. FL. WEST DITCH
STA. 87+04, 46.00' LT END PED. RAIL
END 5" CONC. SLOPE PAVING
END PROP. FL. WEST DITCH
STA. 88+43, 46.00' LT
E TYPE 7 RAMP
6" LIME STAB. SUBGRADE
10" BLACK BASE
PROP. 4" HMAC
PROP. 6" CONC. CURB
MEDIAN NOSE
PROP. 6" BLACK CONC.
8" LIME STAB. SUBGRADE
CONC.PAVEMENT
PROP. 10" REINFORCED
1
0'R10'R
@ 0.40%
24" RCP
PROP. 2.5LF,
@ 0.13%
24" RCP
PROP. 15 LF
20'R
2
0
'
R
6'x4' RCB @ 0.06%
PROP. 40 LF
2
0'
R 20'R
1
0'
R 10
'R
1
0'
R
10'R
10'
R 10'R
24" FL. EL=14.49(W&E)
TC. EL.=20.18
PROP. TYPE "B-B" INLET
STA. 89+58, 31.5' LT.(A3)
24" RCP @ 1.0%
PROP. 1 LF,
S
E
R
VIC
E
LINE
EX
IS
T.
WATE
R
PROP. 8'SHARED USE PATH.
TO FINISHED GRADE OF
SPECIAL SANITARY SEWER
*** ADJUST TOP OF
TO BE ADJUSTED
SEWER MANHOLE
EXIST. SAN
TO BE ADJUSTED
SEWER MANHOLE
EXIST. SAN
=18.79(E)
FL. EL
APPROX. EL=20.5'
ADJUST TOP OF MH
APPROX. EL=20.5'
ADJUST TOP OF MH
(FLUSH w/PAVEMENT)
TR. EL.=19.76
ON BOX CULVERT
PROP. MH RISER
STA. 85+24.86, 24.5' LT.(MH7)
(FLUSH w/PAVEMENT)
TR. EL.=19.80
ON BOX CULVERT
PROP. MH RISER
STA. 89+58, 25' LT.(MH7A)
(N&S)6'x4' FL. EL.=13.80
(E)24" FL. EL.=15.80
(W)24" FL. EL.=14.48
ON BOX CULVERT
PROP. MH RISER
STA. 89+58 (MH7A)
(N&S)6'x4' FL. EL.=13.52
(E)24"FL. EL.=14.98
(W)24"FL. EL.=13.57
ON BOX CULVERT
PROP. MH RISER
STA. 85+24.86 (MH7)
T
T
WM
WM PP
MB
MB
GUY
CO 30" RCP
30" RCP
36" RCP
36" RCP
BOLARD BOLARD
TPED
HEDGE
30" PECAN
24" RCP24" RCP
C/O
24" RCP
30" PECAN
DBL SIGN
DITCH FL
DITCH FL
DITCH FL
10" SAN SWR
PP
CONC.
HEDGE
MYRTLE
CREPT
6"
SBC MH
SBC 12-4" "C" PVC
8" WATER LINE
10" SAN SWR
OVERHEAD ELECTRIC
G
A
S
L
I
N
EBOLLARDS
PPPP
DBL SIGN
GUY
GUY
BOLLARD
WM
GRASS
PP
PP
PP
WV
WV
PP
WV
FH
DI
24" RCP
6' CHAIN LINK FENCE
GA
S
L
I
NE
24 PECAN
SIGN
D
I
T
C
H
F
L
BOLLARD
30" RCP
30" RCP
36" RCP
3
6
"
R
C
P
BOLLARD
SIGN
DBL
ASPHALT PAVING
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
T
B
T
B
TB
TB
EP
EP
T
B
D
I
T
C
H
F
L
E
P T
B
DI
T
CH
F
L
T
B
A
S
P
H
A
L
T
P
AV
I
NG
MHW
60" RCP
GI
GI
CONCRETE
MHW
SV
SCB
FH
SIGN
STOP
8
"
WA
T
E
R
L
I
N
E
2" WATER LINE
8
"
WAT
E
R
L
I
NE
8" WATER LINE
SBC 12-4" "C" PVC
8" WATER LINE
BORE B-9
36"RCP
36"RCP
CENTERPOINT ENERGY 4" HP STL GAS LINE
CENTERPOINT ENERGY 4" HP STL GAS LINE
90+00
95+0091+00 92+00 93+00 94+000
+
0
0
1
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
7
:3
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f
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CAD
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3/20/2015
TOMMY CROMER
97594
MAR 2015
268
92+0090+00 93+00 94+00
22
20
18
16
14
12
10
22
20
18
16
14
10
91+00
8 8
95+00
NORTH "H" ST
44' F-F
CURVE DATA
N 3°00' 10.45" W
L L
L
L
C PROP SENS ROAD L
91+00
24 24
STA. 90+00 TO STA. 95+00
ROADWAY PLAN & PROFILE
R.O.W.
R.O.W.
R.O.W.
19
FACE OF CURB
PROP.
LEGEND
A
C
C
C EXIST SENS ROADL
S
BC
MH
#
8
4
1
4
4" IP STL GAS LINE
CENTERPOINT ENERGY
4" IP STL GAS LINE
CENTERPOINT ENERGY
TC EL=20.84
PROP. PVI STA. 92+20
(-)0.25%
(E) 24" RCP
(E) 24" RCP
(E) 24" RCP
(E) 24" RCP
(W) 30" RCP
(W) 36" RCP
(W) 30" RCP
(W) 36" RCP
(W) 36" RCP
(+)0.25%
(+)0.25%
(-)0.25%
0.25%0.25%
1%1%1%1%
36" RCP
(W) 8" FL. EL.=11.53
(S) 8" FL. EL.=11.46
(N)10" FL. EL.=11.35
TR. EL.=17.66
SAN. MH.
PROP. E&W T.C.
PROP. BASELINE NORTH "H" ST.
SOIL BORING B-9
STA. 91+85.80, 6.08' RT.
L
1
0
0
'
R
.O
.W
.
PC STA. 90+23.70
R = 2000.00'
L = 151.76'
T = 75.92'
D =
PI STA. 90+99.62
CC
C
SAN. SEWER
EXIST. 36"
SAN SEWER
EXIST. 36" SAN. SEWER
EXIST. 36"
(ABANDONED)
2" WATER LINE
(ABANDONED)
8" SAN SWR
WATER MAIN
EXIST. 12"
WATER MAIN
EXIST. 12"
SEWER LEAD
EXIST. 8" SAN.
SWR LEAD
EXIST 8" SAN
SAN DROP
EXIST 8"
WATER MAIN
EXIST. 12"
(ABANDONED)
(ABANDONED)
8" SAN. SWR.(ABANDONED)
10" SAN. SWR.
SEWER MH
EXIST. SAN.
SEWER MH
EXIST. SAN
42" RCP @ 0.10%
PROP. 48 LF
(ABANDONED)
(ABANDONED)
PLAN & PROF." FOR CONTINUATION
SEE "NORTH 'H' STREET ROADWAY
(80' ROW)
02°51' 53.24"
EL.=17.42
2 YR HGL
0'40'20'
0'2'4'
HORZ
VERT
10'
RAMP
TYPE 7
RCP @ 0.10%
PROP. 68 LF 42"
42" RCP @ 0.10%
PROP. 48 LF
@ 0.24%
24" RCP
PROP. 62 LF
24" RCP @ 0.24%
PROP. 62 LF
24" RCP @ 0.13%
PROP. 99 LF
BENCH MARK:
SHEET 9 OF 12
24" RCP @ 0.13%
PROP. 99 LF
FL. EL.=18.30
BEGIN PROP. WEST DITCH
STA. 92+70
@ 0.11%
42" RCP
PROP. 17 LF
@ 0.10%
42" RCP
68 LF
PROP.
WATER METER
EXIST.
WATER METER
EXIST.
WATER METER
EXIST.
WATER METER
EXIST.WATER METER
EXIST.
WATER LINE
EXIST. 8"
EXIS
T.
WATER
S
ER
VIC
E
LINE
EXIS
T.
WATE
R
S
ER
VIC
E
LIN
E
TOP EL=12.89
'C' PVC
DIG UP 12-4"
TOP EL=12.89
'C' PVC
DIG UP 12-4"
TOP EL=13.31
'C' PVC
DIG UP 12-4"
TOP EL=13.31
'C' PVC
DIG UP 12-4"
TOP EL=11.62
'C' PVC
DIG UP 12-4"
TOP EL=11.62
'C' PVC
DIG UP 12-4"
5'x4' RCB @ 0.10%
PROP. 48 LF
24" RCP @ 0.25%
PROP. 64 LF
42" RCP @ 0.10%
PROP. 116 LF
2
'
AT&T BURIED CABLE
PROP.
PROP. AT&T APC
IN CONDUIT
AT&T BURIED CABLE
PROP.
PROP. AT&T HANDHOLE
10' U.E. (SWBT)
VOL. 8109, PG. 475
H.C.D.R.
BURIED CABLE
PROP. AT&T
FL. EL.=14.30
TG. EL.=18.87
PROP. TYPE "A" INLET
STA. 93+56.50, 43.50' RT.(A2-3)
FL. EL.=14.16
TG. EL.=18.15
PROP. TYPE "A" INLET
STA. 93+56.50, 46.00' LT.(A1-5)
12
N 1°20' 41.08" E
WEST FL DITCH
EAST FL DITCH
DITCH @ 0.53%
PROP. EAST
SEWER MH
EXIST. SAN.
(TO BE ADJUSTED)
HYDRANT
EXIST. FIRE
WATER METER
EXIST.
RELOCATED)
(TO BE
WATER METER
EXIST.
RELOCATED)
(TO BE
RELOCATED)
(TO BE
WATER METER
EXIST.
(**)
TO BE ADJUSTED AS NECESSARY.
PROPOSED STORM SEWER.
SERVICE LINE CONFLICT WITH
** POSSIBLE EXISTING WATER
(***)
(**)
EL. = 17.42
2 YR HGL
EL.=17.42
2 YR HGL
EL.=17.42
2 YR HGL
EL.=17.42
2 YR HGL
(ABANDONED)
8" WATER LINE
RCP @ 0.10%
PROP. 116 LF 42"
TR. EL.=19.82
PROP. STORM MH(MH3)
STA. 94+81, 25' LT.
TR. EL.=20.14
PROP. STORM MH(MH5)
STA. 93+56.5, 25' LT.
TR. EL.=19.96
PROP. STORM MH(MH4)
STA. 94+28.75, 25' LT.
(W)24" FL.EL.=14.50
(N&S)42" FL. EL.=14.23
PROP. STORM MH
STA. 94+81 (MH3)
(W) 24" FL. EL.=14.50
(N&S)42" FL. EL.=14.18
PROP. STORM MH
STA. 94+28.75 (MH4)
(W&E)24" FL. EL.=14.14
(N&S)42" FL. EL.=14.11
PROP. STORM MH
STA. 93+56.5 (MH5)
SBC 12-4" "C" PVC
SBC
12
-4" "C" PVC
SBC 12-4" "C" PVC
SHARED USE PATH
PROP. 8'
(SEE NOTE 3 ON SHT 1 OF 12)
EXIST. AT&T BURIED CABLE
M
ATC
H
LIN
E
S
TA.
9
0
+
0
0
M
AT
C
H
L
IN
E
S
T
A.
9
5
+
0
0
LSAN. SEWER
EXIST. 36"
6
2
'
F
-
F
SEWER MH
EXIST. SAN
DITCH @ 0.5%
PROP. EAST
FL. EL.=18.98
BEGIN PROP. WEST DITCH
STA. 91+42
(ABANDONED)
8" WATER LINE
(ABANDONED)
8" WATER LINE
FL. EL.=14.44
STUB-IN (24")
(E) 24" FL. EL.=14.45
PROP. TYPE "A" INLET
STA. 91+56 (A3-2)
(ABANDONED)
8" WATER LINE
EL. 20.27
STA. 92+53.16, 13.91' LT.
TRAVERSE PT. #1
BEGIN 2' PROP. MEDIAN
STA. 92+69.20, 6.00' RT.
END 2' PROP. MEDIAN
STA. 94+19.20, 6.00' RT.
FL. EL.=15.13
TG. EL.=18.63
PROP. TYPE "A" GRATE
STA. 92+65.70 (A2-4)
SAN DROP
EXIST 8"
-8.0% SLOPE
C PROP. 44' DRIVEWAY
STA. 92+12.07
-7.0% SLOPE
C PROP. 24' DRIVEWAY
STA. 93+09.33
-2.0 % SLOPE
C PROP. 20' DRIVEWAY
STA. 94+02.44
-9.0 % SLOPE
C PROP. 24' DRIVEWAY
STA. 94+03.65
WATER MAIN
EXIST. 12"
(*)
TYPE 9 RAMP.
AS NECESSARY TO CONSTRUCT
FIRE HYDRANT, AND POWER POLE
* RELOCATE EXIST WATER VALVE,
24" RCP @ 0.12%
PROP. 17 LF
PROP SIGNAL POLE
PROP SIGNAL POLE
PROP SIGNAL POLE
PROP SIGNAL POLE
FL. EL.=15.13
TG. EL.=18.63
PROP. TYPE "A" INLET
STA. 92+65.70, 43.50' RT.(A2-4)
BEGIN PROP. WEST DITCH
STA. 92+70, 46.00' LT.
BEGIN PROP EAST DITCH
STA 94+25.65, 45.50' RT
BEGIN PROP EAST DITCH
STA 93+31.33, 45.50' RT
BEGIN PROP EAST DITCH
STA 92+87.33, 45.50' RT
BEGIN PROP EAST DITCH
STA 92+54.07, 45.50' RT END PROP EAST DITCH
STA 93+81.65, 45.50' RT
@ EAST ROW
EXIST NATURAL GROUND
@ WEST ROW
EXIST NATURAL GROUND
0.39%0.17%
FL=18.85
BEGIN PROP EAST DITCH
STA 92+54.07
FL=18.93
END PROP EAST DITCH
STA 93+81.66
FL=18.25
END PROP WEST DITCH
STA 93+82.43
FL=18.93
BEGIN PROP EAST DITCH
STA 93+31.34
FL=18.85
END PROP EAST DITCH
STA 92+87.33
FL=18.30
BEGIN PROP WEST DITCH
STA 94+24.44
FL=18.30
END PROP WEST DITCH
STA 94+35.45
FL=18.30
BEGIN PROP WEST DITCH
STA 94+75.45
FL=18.30
END PROP WEST DITCH
STA 94+86.42
1.89%1.02%
FL=18.30
BEGIN PROP EAST DITCH
STA 94+25.65
PROP. 177 LF 6'x4' RCB @ 0.06%
B
SENS ROAD
NOTE:
HAVE A CONCRETE APRON.
ALL TYPE "A" INLETS SHALL2.
FOR ADDITIONAL INFO.
SEE "DRIVEWAY DETAILS"1.
(N&W)FL. EL.=15.00
PROP. DITCH INTERCEPTOR & CONC. SLAB
STA. 91+60, 43' RT.(A4-1)
WATER MAIN
EXIST. 12"
10'R 10'R 10'R 10'R 10'R A
C
B
D
ELEV. ON NAVD 88 2001 ADJ.)
K-1244 NGS MONUMENT (CALCULATED
ELEV. 24.67, STA. 82+81.07, 31.96' RT.
E
E
FL. EL.=14.52
TG. EL.=18.20
PROP. TYPE "A" INLET
STA. 94+28.75, 46.00' LT.(A1-4)
-2.0 % SLOPE
20' DRIVEWAY
C PROP.
STA. 94+55.46
FL. EL.=14.52
TG. EL.=18.20
INLET
PROP. TYPE "A"
46' LT.(A1-3)
STA. 94+81,
24" RCP@ 0.12%
PROP. 17 LF
P
R
O
P
.
4
'
x
4
'
R
C
B
P
R
O
P
.4
'x
4
'R
C
B
@0.10%
5'x4'RCB
48 LF
PROP.
@ 0.11%
42" RCP
17 LF
PROP.
E
CABLE IN CONDUIT
PROP. AT&T BURIED
3
5
'R
35'R
20'R 20'R
TG. EL.=18.95, FL. EL.=14.45
PROP. TYPE "A" INLET
STA. 91+52.75, 46.00' LT.(A3-2)
WEST DITCH
BEGIN PROP.
46.00' LT.
STA. 91+44.74,
DRIVEWAY,5.50% SLOPE
C PROP. 47.5'
STA. 91+11.11
RAMP
TYPE 9
2 0'R2
0'R 10'R1
0'
R
10
'R
1
0'
R
3 LF FROM PROP. PAVEMENT
FH TO BE RELOCATED TO
TYPE 7 RAMP
6" LIME STAB. SUBGRADE
10" BLACK BASE
PROP. 4" HMAC
PROP. 6" CONC. CURB
MEDIAN NOSE
PROP. 6" BLACK CONC.
8" LIME STAB. SUBGRADE
CONC.PAVEMENT
PROP. 10" REINFORCED
F
F
FINISHED GRADE)
(ADJUST TO
6'x4' RCB @ 0.06%
PROP.177 LF
L
IN
E
WATE
R
P
R
O
P
.
8
"
PT STA. 91+75.46
STANDARD WATERLINE DETAILS, SHEETS 63-63A.
SHALL BE INSTALLED PER CITY OF LA PORTE
*** RELOCATE EXISTING WATERLINE. WATERLINE
@ 0.10%
15 LF 24" RCP
PROP. STUB-IN(ST3-2)
TR. EL.=20.38, (FLUSH w/PAVEMENT)
PROP. JUNCTION BOX W/MH RISER
STA. 91+82.40, 25' LT.(JB3)
(FLUSH w/PAVEMENT)
TR. EL.=20.42
PROP. JUNCTION BOX W/MH RISER
STA. 92+35.93, 25' LT.(JB2)
(S)6'x4' FL. EL.=13.94
(N)5'x4' FL. EL.=13.94
(W)4'x4' FL. EL.=13.94
(E)24" FL. EL.=14.85
w/MH RISER
PROP. JUNCTION BOX
STA. 91+82.40 (JB3)
(W)4'x4' FL. EL.=13.99
(S)5'x4' FL. EL.=13.99
(N)42" FL. EL.=13.99
PROP. JUNCTION BOX w/MH RISER
STA. 92+35.93 (JB2)
W
GRASS
GV
WM
SIGN
GV
HEDGE
PP
C/O
CONC
GRASS
24" RCP
WM
DITCH FL
DITCH FL
SBC 12-4" "C" PVC
10" SAN SWR
WV
PP
HEDGE
MYRTLE
CREPT
6"
W
30"RCP
36"RCP
36"RCP30"RCP
30"RCP
DITCH FL
GR
A
V
E
L
DR
I
VE
ME
T
A
L
G
U
AR
D
R
A
I
L
ME
T
A
L
G
U
AR
D
R
A
I
L
ASPHALT ASPHALT
MH
SAN
PPWMWMGV
PP
CONC.
•
"
P
L
A
GA
S
LI
NE
C
ENTE
R
POI
NT
ENE
RGY
36"RCP
36"RCP
ELECTRIC
OVERHEAD
8" WATER LINE
6" HP STL GAS LINE
CENTERPOINT ENERGY
95+00 96+00 97+00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
N
:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
7
:3
2
:14
AM
f
a
m
b
r
iz
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
e
n
t
F
I
L
E
:
\
\
H
o
u
f
i
l
e
\
b
b
i
\
T
r
a
n
s
\
1
0
2
3
0
1
\
2
0
1
3
0
3
2
9
_
S
e
n
s
D
r
a
i
n
a
g
e
R
e
v
i
s
i
o
n
s
\
D
r
a
w
i
n
g
\
R
D
P
P
_
0
1
0
.
d
g
n
3
/
2
0
/
2
0
1
5
3/20/2015
TOMMY CROMER
97594
MAR 2015
268
97+0095+00
22
20
18
16
14
12
10
22
20
18
16
14
12
10
96+00
8 8
MA
T
C
H
L
I
N
E
S
T
A
.
9
5
+
0
0
L
24 24
NOTES:
20
LEGEND
C EXIST SENS ROADL
(-)0.25%
(W) 36" RCP
(E) 24" RCP
(S)10" FL. EL.=10.63
(N)10" FL. EL.=10.61
TR. EL.=18.87
SAN. MH.
1
0
0
'
R
.
O
.
W.
SAN. SEWER
EXIST. 36"
(ABANDONED)
10" SAN. SWR
(ABANDONED)
10" SAN SWR
0'40'20'
0'2'4'
HORZ
VERT
10'
SHEET 10 OF 12
@ 0.11%
42" RCP
PROP. 38 LF @ 0.10%
24" RCP
PROP. 76 LF
SBC 12-4" "C" PVC
24" RCP @ 0.20%
PROP. 51 LF
WATER METER
EXIST.
WATER METER
EXIST.
R.O.W.
WATER METER
EXIST.
E
XIS
T.
WATE
R
S
E
R
VICE
LIN
E
E
XIS
T.
WATE
R
S
E
R
VIC
E
LIN
E
TOP EL=13.61
'C' PVC
DIG UP 12-4"
TOP EL=14.64
'C' PVC
DIG UP 12-4"
TOP EL=13.61
'C' PVC
DIG UP 12-4"
AT&T BURIED CABLE
PROP.
10' U.E. (SWBT)
VOL. 8109, PG. 475
H.C.D.R.
AT&T BURIED CABLE
PROP.
STA. 95+40, 31' RT.(A2,A2-2)
PROP. MOD.TY. "B-B" INLET
TC. EL.=20.04
TG. EL.=18.20
FL. EL.=14.33
TG. EL.=18.30
PROP. TYPE "A" GRATE INLET
STA. 95+40, 46' LT.(A1-2)
FL. EL.=14.47
TG. EL.=18.40
PROP. TYPE "A" GRATE INLET
STA. 96+57, 46' LT.(A1-1)
TR. EL.=19.66
PROP. STORM MH(MH2)
STA. 95+40, 25.00' LT.
FL. EL.=15.64
PROP. TYPE "A" INLET
STA. 96+34.34 (E)(A2-1)
EXIST. SAN. MANHOLE
EXIST. 12" WATER MAIN
DITCH @ 0.10%
PROP. EAST
(TO BE ADJUSTED)SEWER MH
EXIST. SAN
WATER METER
EXIST.
RELOCATED)
(TO BE
WATER METER
EXIST.
RELOCATED)
(TO BE
(**)
TO BE ADJUSTED AS NECESSARY.
CONFLICT WITH PROPOSED STORM SEWER.
** POSSIBLE EXISTING WATER SERVICE LINE
(**)
(**)
EL. = 17.44
2 YR HGL
EL. = 17.44
2 YR HGL
TOP EL=14.64
'C' PVC
DIG UP 12-4"
RELOCATED)
(TO BE
FL. EL.=14.31
TC. EL.=20.04
PROP. TYPE "B-B" INLET
STA. 95+40, 31' LT.(A1)
(N,S)42" FL. EL.=14.30
(W,E)24" FL. EL.=14.30
PROP. STORM MH
STA. 95+40 (MH2A)
(SEE NOTE 3 ON SHT 1 OF 12)
EXIST. AT&T BURIED CABLE
24" RCP @ 0.12%
PROP. 17 LF
(S)42" FL. EL.=14.45
(W)24" FL. EL.=14.45
(E)24" FL. EL. 15.58
TR. EL.=20.26
PROP. STORM MH(MH1)
STA. 96+57, 25.00' LT.
-2.0% SLOPE
C PROP. 12' DRIVEWAY
STA. 95+03.42
@ 0.13%
42" RCP
PROP. 38 LF
FL. EL.=15.64
TR. EL.=19.14
PROP. TYPE "A" INLET
STA. 96+34.34, 41' RT.(A2-1)
STA. 95+00 TO STA. 96+96.76
ROADWAY PLAN & PROFILE
24" RCP @ 0.12%
PROP. 17 LF
(ABANDONED)
8" WATER LINE
TC EL=20.04
PROP. PVI STA. 95+40
TC EL=20.68
PROP. PVI STA. 96+70
(+)0.49%
(-)0.25%
24" RCP @ 0.33%
PROP. 3 LF
@ 0.13%
42" RCP
PROP. 112 LF
HYDRANT. TO BE RELOCATED AS NECESSARY.
* POSSIBLE CONFLICT WITH EXISTING FIRE
@ EAST ROW
EXIST NATURAL GROUND
FL. EL.=14.40
FL. EL.=18.40
BEGIN PROP. WEST DITCH
STA. 95+28
FL. EL.=18.30
END PROP. EAST DITCH
STA. 95+53
BEGIN PROP. WEST DITCH
STA. 95+28, 46.00' LT.
END PROP. EAST DITCH
STA. 95+53, 43.50' RT.
BEGIN PROP. EAST DITCH
STA. 96+23.00, 41' RT.
END PROP. EAST DITCH
STA. 96+44, 41' RT.
FL. EL.=18.40
END PROP. WEST DITCH
STA. 96+07
@ WEST ROW
GROUND
EXIST NATURAL
FL. EL.=19.45
BEGIN PROP. EAST DITCH
STA. 96+23
FL. EL.=19.36
END PROP. EAST DITCH
STA. 96+44
FL. EL.=18.50
BEGIN PROP. WEST DITCH
STA. 96+65
BEGIN PROP. WEST DITCH
STA. 96+65, 46.00' LT.
C PROP SENS ROAD L
SENS ROAD
LL
LL
1.0% SLOPE
C PROP. 30' DRIVEWAY
STA. 95+87.93
-1.9% SLOPE
C PROP. 30' DRIVEWAY
STA. 96+74.00
9.78% SLOPE
C PROP. 12' DRIVEWAY
STA. 96+80.84
1
0'R
20'R20'R
A
C
B
D
HAVE A CONCRETE APRON.
ALL TYPE "A" INLETS SHALL
FOR ADDITIONAL INFO.
SEE "DRIVEWAY DETAILS"
CALCULATIONS.
REFER TO VDW PLANS FOR DRAINAGE
FOR ADDTIONAL INFORMATION.
SEE "DRIVEWAY DETAILS"
PLANS FOR IMPROVEMENT TO SENS ROAD.
OF THE VAN DE WIELE ENGINEERING, INC.
TO BE ACQUIRED BY HARRIS COUNTY AS PART
ADDITIONAL RIGHT OF WAY FOR THIS WORK
5.
4.
3.
2.
1.
BENCH MARK:
NAVD 88 2001 ADJ.)
(CALCULATED ELEV. ON
K-1244 NGS MONUMENT
STA. 82+81.07, 31.96'RT.
ELEV. 24.67
E
20'R20'R
PROP. 112 LF, 42" RCP @ 0.13%
END PROP. WEST DITCH
STA. 96+07, 46.00' LT.
9.50% SLOPE
12' DRIVEWAY
C PROP.
STA. 96+33.26
10'R10'R
TR.EL.=20.26
PROP.STORM MH(MH1)
STA.96+57, 25.00'LT.
20'R2
0'
R
F 3 LF FROM BOC
FH TO BE RELOCATED TO
TYPE 7 RAMP
6" LIME STAB. SUBGRADE
10" BLACK BASE
PROP. 4" HMAC
PROP. 6" CONC. CURB
MEDIAN NOSE
PROP. 6" BLACK CONC.
8" LIME STAB. SUBGRADE
CONC.PAVEMENT
PROP. 10" REINFORCED
F
2
4
"RC
P
@
0
.0
9
%
P
R
OP
.6
6
LF
S
E
R
VIC
E
LIN
E
EXIS
T.
WATE
R
WATER MAIN
EXIST. 12"
FINISHED GRADE)
(ADJUST TO
(
S
E
E
S
H
E
E
T
1
2
9
)
M
A
T
C
H
L
I
N
E
S
T
A
.
9
6
+
9
6
.
7
6
PP
WV
WV
4' HOGG WIRE FENCE
DITCH FL
8" WATER LINE
2
4
"
R
C
P
SIGN
PP
GUY PP
DITCH FL
6
'
C
H
A
I
N
L
I
N
K
F
E
NC
E
CONC. PAVING
2
4
"
R
C
P
CONC.
DI
T
C
H
F
L
4
'
WOO
D
F
E
N
C
E
DI
T
C
H
F
L
6
"
S
A
NI
T
AR
Y
F
OR
C
E
MAI
N
S
B
C
1
2
-
4
"
"
C
"
P
V
C
O
V
E
R
HE
A
D
E
L
E
C
T
R
I
C
C
E
N
T
E
R
P
O
I
N
T
E
N
E
R
G
Y
4
"
I
P
S
T
L
GA
S
L
I
N
E
6' CHAIN LINK FENCE
H
E
D
G
E
D
I
T
C
H
F
L
30" RCP
8" WATER LINE
HEDGE
DITCH FL
2" IP PLA GAS LINE
CENTERPOINT ENERGY
FH WV
PP
PP
GUY
2
-
T
P
E
D
O
V
E
R
H
E
AD
E
L
E
C
T
R
I
C
2
4
"
R
C
P
D
I
R
T
DR
WY
S
B
C
MH
DITCH FL
4' BARB WIRE FENCE
15" SAN SWR
3
6
"
R
C
P
36" RCP
DRWY
GRAVEL
PP
SIGN
PP
MH
SAN
SAN S
WR
15"
MH
SAN
F
E
N
C
E
6
'
C
HAI
N
L
I
NK
2
4
"
R
C
P
4
"
I
P
S
T
L
G
AS
L
I
N
E
C
E
N
T
E
R
P
OI
N
T
E
NE
R
G
Y
1
2
"
WA
T
E
R
L
I
N
E
1
2
"
WA
T
E
R
L
I
N
E
VENT
PUMP HSE.
S
BC
1
2
-
4
"
"
C
"
P
VC
OV
E
R
HE
A
D
E
L
E
C
T
RI
C
EXIST. 8" WATER LINE
NORTH "C" STREET
TT
W
W
T
NORTH "D" STREET
6
9
+
0
0
2+001+000+00
7
3
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0
0
7
4
+
0
0
0+00-2+00 -1+00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
7
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3/20/2015
TOMMY CROMER
97594
MAR 2015
268
24
22
20
18
16
14
12
10
24
22
20
18
16
14
12
10
(60' ROW)(80' ROW)
26
24
22
20
18
16
14
12
10
26 26
4" IP STL GAS LINE
CENTERPOINT ENERGY
0+00 1+00 2+00 0+00-2+00 -1+00
24" RCP
12" WATER LINE
SBC 12-4" "C" PVC
N 87°00' 29.71" E
S 87°00' 18.62" W
C PROP SENS ROAD L
4
0
'
F
-
F
C PROP SENS ROAD L
"C" PVC
SBC 12-4"
2
0
.
02
LINE
WATER
12"
SLOPE PAVING (TYP.)
PROP. 5' WIDE CONC.
L
(S) 36" RCP
L
L
L
(TOP OF PAVEMENT)
C PROP. NORTH "C" STREET
L
SENS ROAD SENS ROAD
L
L
L
L
C STA. 68+65.74 SENS ROAD
B STA. 0+00 NORTH "C" ST.=
MAIN
FORCE
SANITARY
6"
BENCH MARK:
EL. 21.62
STA. 72+97.82, 28.72' LT.
TRAVERSE PT. #3
(-)
2
.0%
-+
-+
E
L
.
=
2
0
.
2
1
S
TA.
0
+
4
0
E
L
.
=
2
0
.
1
5
S
TA.
0
+
5
0
E
L
.
=
2
0
.
1
3
S
TA.
0
+
6
0
E
L
.
=
2
0
.
1
4
S
TA.
0
+
7
0
E
L
.
=
2
0
.
1
8
S
TA.
0
+
8
0
E
L
.
=
2
0
.
2
5
S
TA.
0
+
9
0
E
L
.
=
2
0
.
3
5
S
TA.
1
+
0
0
E
L
.
=
2
0
.
4
8
S
TA.
1
+
1
0
E
L
.
=
2
0
.
6
5
S
TA.
1
+
2
0
EL.=20.84
PVT STA. 1+30
(-)1.0%(+)2.1%
e=0.39'
VC=32
EL.=19.79
PVI STA. 0+80
(+)2.1%
(+)1.0%
EL=21.59
PVC STA. 1+65.50
E
L
.=
2
1
.
6
8
S
TA.
1
+
7
5
.
5
0
E
L
.
=
2
1
.
8
6
S
TA.
1
+
8
5
.
5
0
E
L
.
=
2
2
.
0
0
S
TA
.
1
+
9
5
.5
0
(MATCH EXIST. PAVEMENT)
END PROP. ASPHALT PAVEMENT TRANSITION
STA. 2+00, 10.1' LT. & 12.4' RT.
(MATCH EXIST. FL DITCH)
END PROP. NORTH FL DITCH
STA. 1+53.25, 25.4' LT
C PROP. NORTH "D" STREET
(TO BE ADJUSTED)
STA. 66+00 TO STA. 71+00" FOR CONTINUATION
SEE "SENS ROAD ROADWAY PLAN & PROFILE
(PROP. 100' ROW)
STA. 71+00 TO STA. 76+00" FOR CONTINUATION
SEE "SENS ROAD ROADWAY PLAN & PROFILE
(PROP. 100' ROW)
R
.O
.W.
R
.
O
.
W
.
FL. EL.=19.19
(MATCH EXIST. FL DITCH)
PROP. NORTH & SOUTH FL DITCH
STA. 1+53.25
EL.=20.89
C PROP. SENS ROAD
STA. 0+00
EL.=20.29
PVC STA. 0+30
L=34.50'
K=31
e= -0.05'
EL.=21.95
PVI STA. 1+82.75
(MATCH EXIST. PAVEMENT)
EL.=22.12
PVT STA. 2+00
21
NORTH "C" ST.NORTH "D" ST.
(TO BE ADJUSTED)
8
0
'
(TO BE ADJUSTED)
PROP. 36" RCP
PROP. 6'x3' RCB
D
D
RAMP
TYPE 7
RAMP
TYPE 7
3
6
'
F
-
F
OPENING
PROP. 1' WIDE CURB CUT
STA. 0+57', 17' LT.& 21' RT.
36" RCP
PROP.
RCB
PROP. 7'x3'
7 RAMP
TYPE
RAMP
TYPE 7
RCB @ 0.73%
PROP. 71 LF.4'x3'
RCB @ 0.13%
PROP. 111 LF.4'x3'
NORTH C & D STREET
SHEET 11 OF 12
0'40'20'
0'2'4'
HORZ
VERT
10'
2%(+)2.0%
RCP @ 0.18%
19"x30" ELLIPTICAL
PROP. 88 LF
INLET
TYPE "A"
PROP.
(MATCH EXIST. FL DITCH)
END PROP. SOUTH DITCH FL
STA. 1+53.25, 25.1' RT
@ 0.12%
19"x30" ELLIPTICAL RCP
PROP. 51 LF
6:1
FL @ 1%
24" RCP (N&S)
PROP. 20 LF
DITCH FL @ 3.67%
PROP. 52 LF (N&S)
EL.=20.93
PVC STA. -0+30
EL=21.53
C PROP. SENS ROAD
STA. 0+00
(-)0.90%
e=0.39'
R=386'
EL.=19.86
PVI STA. -0+85
E
L
.
=
2
0
.
7
5
S
TA.
-
0
+
4
0
E
L
.
=
2
0
.
5
9
S
TA.
-
0
+
5
0
E
L
.
=
2
0
.
4
6
S
TA.
-
0
+
6
0
E
L
.
=
2
0
.
3
5
S
TA.
-
0
+
7
0
E
L
.
=
2
0
.
2
8
S
TA.
-
0
+
8
0
E
L
.
=
2
0
.
2
3
S
TA.
-
0
+
9
0
E
L
.
=
2
0
.
2
0
S
TA.
-
1
+
0
0
E
L
.
=
2
0
.
2
0
S
TA.
-
1
+
1
0
E
L
.
=
2
0
.
2
2
S
TA.
-
1
+
2
0
E
L
.
=
2
0
.
2
7
S
TA.
-
1
+
3
0
(E) 24" FL. EL.=16.96
(N&W)19"x30" FL. EL.=16.96
TR. EL.=20.96
PROP. STORM MH
STA. 0+66.98 (RIGHT)
(CALCULATED ELEV. ON NAVD 88 2001 ADJ.)
K-1244 NGS MONUMENT
STA. 82+81.07, 31.96' RT.
TBM #2 - ELEV. 24.53
(MATCH EXIST. PAVEMENT)
BEGIN PROP. ASPHALT PAVEMENT TRANSITION
STA. -1+50, 11.2' LT. & 11.7' RT.
PAVEMENT TRANSITION
BEGIN PROP. ASPHALT
STA. -1+50
(MATCH EXIST. PAVEMENT)
EL.=20.36
PVT STA. -1+40
BEGIN PROP. CONC. PAVEMENT w/CURB
END PROP. ASPHALT PAVEMENT TRANSITION
STA. -0+66, 20' LT. & RT.
(+)2.0%
(+)1.95%
FL. EL.=17.02(S&E)
TR. EL.=21.02
PROP. STORM MH(B6-2)
STA. 0+66.98, 25.35' LT.
FL. EL.=16.96(N,W&E)
TR. EL.=20.96
PROP. STORM MH(C2-1)
STA. 0+67, 25.39' RT.
L
C STA. 73+28.40 SENS ROAD
B STA. 0+00 NORTH "D" ST.=
FL.= 15.34
TG. EL.=19.70
PROP. TYPE "A" INLET
STA. -45+07, 25.39' RT (C1-1)
SOUTH FL DITCH
ELLIPTICAL RCP @ 0.18%
PROP. 88 LF. 19"x30"
(E) FL. EL.=16.80
(S) FL. EL.=14.31
(W) FL. EL.=15.31
PROP. STORM MH (MHC-5)
STA. 68+40.36, 25LT.
RCP @ 0.2 %
19"x30" ELLIPTICAL
PROP. 15 LF.
(E) FL. EL.=16.80
(S) FL. EL.=14.31
(W) FL. EL.=15.31
PROP. STORM MH (MHC-5)
STA. 68+40.36, 25LT.
4" IP STL GAS LINE
CENTERPOINT ENERGY
@ 0.13%
4'x3' RCB
PROP. 111 LF.
@ 0.73%
4'x3' RCB
PROP. 71 LF.
RCP @ 0.2%
19"x30" ELLIPTICAL
PROP. 15 LF
2
5
.
4
'
6
0
'
LEGEND
A
B
C
D
R.O.W.
R.O.W.
C PROP. NORTH "C" STREET L
R.O.W.
R.O.W.
R
.
O
.
W.
R
.O
.W.
R
.
O
.
W
.
R
.
O
.
W
.
C PROP. NORTH "D" STREET
L
4
2
.
4
'
EXIST. SOUTH R.O.W.
C EXIST. NORTH "D" STREET
EXIST. NORTH R.O.W.
8" WATER LINE8" WATER LINE
2" IP PLA GAS LINE
CENTERPOINT ENERGY
NORTH FL DITCH
SOUTH FL DITCH
36" RCP
EXIST. NORTH R.O.W.
EXIST. SOUTH R.O.W.
NORTH FL DITCH
8" WATER LINE
C EXIST. NORTH "C" STREETL
@ 0.94% SLOPE
C PROP. 24' DRIVEWAY
STA -1+18.87
LINES (DWG. NO. 02511-01).
PIPE OFFSET SECTION FOR WATER
CITY OF HOUSTON TYPICAL STEEL
WATERLINE SHALL BE ADJUSTED PER
LOCATION OF EXISTING WATERLINE.
*** CONTRACTOR SHALL FIELD VERIFY
***(TO BE ADJUSTED)
***(TO BE ADJUSTED)
(24")(RCP)(6:1)(P)
PROP. SET (TY II)
(24")(RCP)(6:1)(P)
PROP. SET (TY II)
FL. EL.=17.28
(24")(RCP)(6:1)(P)
PROP. SET (TY II)
(6:1)(P)
(S=4FT)(HW=3FT)
PROP. SET (TY I)
(6:1)(P)
(S=4FT)(HW=3FT)
PROP. SET (TY I)
FL. EL.=15.2
BEGIN PROP. 4'x3' RCB
(S=4FT)(HW=3FT)(6:1)(P)
PROP. SET (TY I)
STA. -1+40 (LEFT)
FL. EL.=15.68
(MATCH EXIST. FL. DITCH)
BEGIN PROP. 4x3 RCB
STA. -1+00, 27.42' RT.
FL. EL.=15.20
BEGIN PROP. 5'x3' RCB
STA. -1+40, 27.6' LT.
FL. EL.=15.68
BEGIN PROP. 4'x3' RCB
(S=4FT)(HW=3FT)(6:1)(P)
PROP. SET (TY I)
STA. -1+00 (RIGHT)
STA 0+00 TO END
ROADWAY PLAN & PROFILE
3" HOT MIX ASPHALT
PROP. 6" CONC. CURB
MEDIAN NOSE
PROP. 6" BLACK CONC.
CONC.PAVEMENT
PROP. 10" REINFORCED
10'R
BEGIN PROP. ASPHALT PAVEMENT TRANSITION
END PROP. CONC. PAVEMENT w/CURB &
STA. 0+66, 20' LT. & RT.
ADJUST WATER VALVES
(W)4'x3' FL. EL.=15.16
(S)36" FL. EL.=14.56
(N)6'x3'" FL. EL.=14.56
TR. EL=20.99
w/MH RISER
PROP. JUNCTION BOX
STA. -0+25.14 (RIGHT)(JB5-1)
(W)4'x3' FL. EL.=15.06
(S)6'x3' FL. EL.=14.50
(N)7'x3' FL. EL.=14.50
TR. EL=20.99
w/MH RISER
PROP. JUNCTION BOX
STA. -0+23.34 (LEFT)(JB3-1)
2" IP PLA GAS LINE
CENTERPOINT ENERGY
(FLUSH w/PAVEMENT)
TR. EL=20.99
(ASTM C850 TO BE USED)
w/MH RISER (JB3-1)
PROP. JUNCTION BOX
STA. -0+23.34, 26.94'LT.
TR. EL=20.99
BE USED)
(ASTM C850 TO
w/MH RISER (JB5-1)
JUNCTION BOX
27.32' RT.PROP.
STA. -0+25.14
D
B
L
S
I
GN
6
'
WOO
D
F
E
NC
E G
RAS
S
1
•
"
I
P
S
T
L
G
A
S
L
I
N
E
C
E
N
T
E
R
P
OI
N
T
E
NE
R
G
Y
3
0
"
P
E
C
A
N
A
S
P
H
.
P
A
RKI
NG
L
OT
GAS LINE
B
OL
L
ARDS
P
P
P
P
DBL
S
I
G
N
G
U
Y
G
UY
BOL
L
AR
D
WM
GR
AS
S
P
P
P
P
P
P
WV
WV
P
P
WV
F
H
DI
2
4
"
R
C
P
6
'
C
H
A
I
N
L
I
N
K
F
E
NC
E
6' CHAIN LINK FENCE
GAS LINE
2
4
P
E
C
AN
S
I
GN
GR
AS
S
BOLLARD
DITCH FL
B
OL
L
AR
D
3
0
"
R
C
P
3
0
"
RC
P
3
6
"
R
C
P
36" RCP
B
O
L
L
A
R
D
S
I
GN
DB
L
AS
P
HA
L
T
P
AV
I
N
G
X X X
TB
TB
T
B T
B E
P E
P
TB
DITCH FL
TBEP
EP
TB
DITCH FL
TB
ASPHALT PAVING
MH
W
C
O
N
C
R
E
T
E
F
H
S
I
GN
S
T
OP
8" WATER LINE
8" WATER LINE
8
"
WA
T
E
R
L
I
N
E
B
O
RE
B
-
9
9
2
+
0
0
9
3
+
0
0
S 86°59' 49.55" W 0+00-2+00 -1+00-3+00
1
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
7
:3
2
:15
AM
f
a
m
b
r
iz
CAD
O
P
:
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T
AT
US
:
DA
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10
0
p
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:
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0
2
3
0
1
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2
0
1
3
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9
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S
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D
r
a
i
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a
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e
R
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n
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D
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a
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i
n
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5
3/20/2015
TOMMY CROMER
97594
MAR 2015
268
24
22
20
18
16
14
12
10
24
22
20
18
16
14
12
10
S 86°59' 49.55" W
SIGN
DITCH FL
6
'
WOO
D
F
E
N
C
E
GRASS
DITCH FL
8" WATER LINE
PP
36" RCP
PP
PP
GUY
WV
GRASS
DI
2
4
"
R
C
P
OV
E
RHE
A
D
E
L
E
C
T
R
I
C
ƒ" PLA GAS LINE
CENTERPOINT ENERGY
8" WATER LINE
8" SAN SWR
SAN MH
1
0
"
S
A
N
S
WR
8
"
S
A
N
S
WR
(80' ROW)
4
4
'
F
-
F
C PROP SENS ROAD L
SOIL BORING B-9
S
BC 2-4" "
C"
P
VC
SENS ROAD
C STA. 92+12.18 SENS ROAD
B STA. 0+00 NORTH "H" ST.=L
L
0+00-2+00 -1+00
36" RCP
2-30" RCP
4" IP STL GAS LINE
CENTERPOINT ENERGY
8" WATER LINE
SBC 12-4" "C" PVC
24" RCP
L
L
L
8 8
BENCH MARK:
EL. 20.27
STA. 92+53.16, 13.91' LT.
TRAVERSE PT. #1
-+
(TO BE ADJUSTED)
C PROP. NORTH "H" STREET
R
.
O
.
W.
EL.=20.92
C PROP. SENS ROAD
STA. 0+00
PROP. BASELINE NORTH "H" ST.
NORTH "H" ST.
8" SANITARY
PROP. 6'x4' RCB
22
R
.
O
.
W.
R
.O
.W
.
P
R
O
P
.
5
'
x
4
'
R
C
B
& CONCRETE SLAB
PROP. DITCH INTERCEPTOR
7 RAMP
TYPE
7 RAMP
TYPE
EXIST. NORTH R.O.W.
EXIST. SOUTH R.O.W.
SOUTH FL DITCH
C EXIST. NORTH "H" STREET
NORTH FL DITCH
SBC 2-4" "C" PVC
8" WATER LINE
FL. EL.=14.60
BEGIN PROP. 4'x4' RCB
STA. -1+10, 29.76' RT.
0'40'20'
0'2'4'
HORZ
VERT
10'
NORTH H STREET
SHEET 12 OF 12
PROP. 42" RCP
24" RCP @ 0.25%
PROP. 60 LF.
PROP. 5'x4' RCB (N)
PROP. 6'x4' RCB (S)
(-)2
.0%
(MATCH EXIST. PAVEMENT)
EL.=19.04
PVT STA. -1+60
E
L
.
=
1
9
.
0
4
S
TA.
-
1
+
5
0
E
L
.
=
1
9
.
0
7
S
TA.
-
1
+
4
0
E
L
.
=
1
9
.
1
0
S
TA.
-
1
+
3
0
E
L
.
=
1
9
.
1
5
S
TA.
-
1
+
2
0
E
L
.
=
1
9
.
2
2
S
TA.
-
1
+
1
0
E
L
.
=
1
9
.
3
0
S
TA.
-
1
+
0
0
E
L
.
=
1
9
.
4
0
S
TA.
-
0
+
9
0
E
L
.
=
1
9
.
5
2
S
TA.
-
0
+
8
0
E
L
.
=
1
9
.
6
4
S
TA.
-
0
+
7
0
E
L
.
=
1
9
.
7
9
S
TA.
-
0
+
6
0
E
L
.
=
1
9
.
9
5
S
TA.
-
0
+
5
0
E
L
.
=
2
0
.
1
3
S
TA.
-
0
+
4
0
FL. EL.=14.50
BEGIN PROP. 4'x4' RCB
STA. -0+90, 29.6' LT.
(MATCH EXIST. FL. DITCH)
BEGIN PROP. REGRADE NORTH DITCH
STA. -1+40, 30' LT.
e=0.33'
VC=64
EL.=19.02
PVI STA. -0+95
EL.=20.32
PVC STA. -0+30
(CALCULATED ELEV. ON NAVD 88 2001 ADJ.)
K-1244 NGS MONUMENT
STA. 82+81.07, 31.96' RT.
TBM #2 - ELEV. 24.53
(MATCH EXIST. FL. DITCH)
BEGIN PROP. REGRADE SOUTH DITCH
STA. -1+40, 29.9' RT.
MATCH EXIST. FL. EL.=14.75
BEGIN PROP. REGRADE NORTH DITCH
STA. -1+40
MATCH EXIST. FL. EL.=14.82
BEGIN PROP. REGRADE SOUTH DITCH
STA. -1+40
(-)0.03%
(+)2.0%(+)2.0%
FL. EL.=15.00
PROP. DITCH INTERCEPTOR
EXIST 8" WATER LINE
(TO BE ADJUSTED)
EXIST. SBC 2-4" "C" PVC
500' R
500' R
22.00' LT
STA. -1+06
13.75' RT
STA. -2+61
20.22' RT
STA. -1+97
22.00' RT
STA. -1+55
BEGIN PROP. CONC. PAVEMENT W/CURB
END PROP. ASPHALT PAVEMENT TRANSITION
STA. -1+06, 22' LT. & 22' RT.
PAVEMENT)
(MATCH EXIST.
11.63' RT
STA. -3+08
PAVEMENT)
(MATCH EXIST.
11.96' LT
STA. -2+54
D
A
LEGEND
A
C
B
D 3" HOT MIX ASPHALT
PROP. 6" CONC. CURB
MEDIAN NOSE
PROP. 6" BLACK CONC.
CONC.PAVEMENT
PROP. 10" REINFORCED
C
C
SEWER MH
EXIST. SAN.
R.O.W.
R.O.W.
8
0
'
2" IP PLA GAS LINE
CENTERPOINT ENERGY
4
0
'
LINES (DWG NO. 02511-01).
PIPE OFFSET SECTION FOR WATER
CITY OF HOUSTON TYPICAL STEEL
WATERLINE SHALL BE ADJUSTED PER
LOCATION OF EXISTING WATERLINE.
*** CONTRACTOR SHALL FIELD VERIFY
(***)
(MATCH EXIST. PAVEMENT)
PVT STA. -3+08
STA. -3+08
END CONCRETE PAVEMENT
(6:1)(P)
(S=4FT)(HW=4FT)
PROP. SET (TY I)
(6:1)(P)
(S=4FT)(HW=4FT)
PROP. SET (TY I)
FL. EL.=14.60
BEGIN PROP. 4'x4' RCB
(S=4FT)(HW=4FT)(6:1)(P)
PROP. SET (TY I)
STA. -1+10 (RIGHT)
FL. EL.=14.50
BEGIN PROP. 4'x4' RCB
(S=4FT)(HW=4FT)(6:1)(P)
PROP. SET (TY I)
STA. -0+90 (LEFT)
L
DRIVEWAY ELEV. AT R.O.W.)
(MATCH TO EXIST.
C PROP. 28' DRIVEWAY
STA. -2+31
PROP SIGNAL POLE
PROP SIGNAL POLE
PROP SIGNAL POLE
POLE
PROP SIGNAL
2-30" RCP
PROP. 38 LF.
DITCH FLOWLINE)
(MATCH TO EXIST.
(30")(RCP)(6:1)(P)
PROP. 2-SET (TY II)
DITCH FLOWLINE)
(MATCH TO EXIST.
(30")(RCP)(6:1)(P)
PROP. 2-SET (TY II)
24" RCP @ 0.24%
PROP. 62 LF
STA. 0+00 TO END
ROADWAY PLAN & PROFILE
4x4 RCB @ 0.69%
PROP. 81 LF.
4'x4' RCB @ 0.69%
PROP. 81 LF
@ 0.84%
4'x4' RCB
PROP. 61 LF
4x4 RCB @ 0.84%
PROP. 61 LF.
CONSTRUCTION EASEMENT
15'X38' TEMPORARY
20'R2
0'
R
(*)
TYPE 9 RAMP.
AS NECESSARY TO CONSTRUCT
FIRE HYDRANT, AND POWER POLE
* RELOCATE EXIST WATER VALVE,
(
AB
AN
D
O
N
E
D
)
DITCH FLOWLINE)
(MATCH TO EXIST.
(30")(RCP)(6:1)(P)
PROP. 2-SET (TY II)
2-30" RCP
PROP. 38 LF.
STA. 90+00 TO STA. 95+00" FOR CONTINUATION
SEE "SENS ROAD ROADWAY PLAN & PROFILE
(PROP. 100' ROW)
(FLUSH w/PAVEMENT)
TR. EL = 20.42
(ASTM C850 TO BE USED)
PROP. JUNC. BOX w/MH RISER
STA.-0+25.00, 23.75' LT. (JB2)
(FLUSH w/PAVEMENT)
TR. EL = 20.38
(ASTM C850 TO BE USED)
PROP. JUNC. BOX w/MH RISER
STA.-0+25.00, 29.77' RT. (JB3)
4
"
H
P
P
L
A
G
A
S
L
I
NE
C
E
NT
E
R
P
O
I
NT
E
N
E
R
GY
(E)24" FL. EL.=14.85
(W)4'x4' FL. EL.=13.94
(S)6'x4' FL. EL.=13.94
(N)5'x4' FL. EL.=13.94
TR. EL.=20.38
PROP. JUNC. BOX w/MH RISER
STA. -0+25.00 (RIGHT) (JB3)
(W)4'x4' FL. EL.=13.99
(S)5'x4' FL. EL.=13.99
(N)42" FL. EL.=13.99
TR. EL.=20.42
PROP. JUNC. BOX w/MH RISER
STA. -0+25.00 (LEFT) (JB2)
8
3
+
0
0
8
3
+
0
0
10+00 11+00 12+00 13+00
Little Cedar Bayou
H.C.F.C.D. UNIT No. F126-00-0018.80
18.25
1
7
.
31
1
6.
76
POLE BARN
POLE BARN
TRASH
DITCH FL
HIGH BANK
HIGH BANK
TOE
TOE
IN WOODS
HEAVY DEBRIS
(FALLEN DOWN)
TIN BLDG.
WOODS
(FALLEN DOWN)
TIN BLDG.
4' BRD. FNC
WOOD FENCE
1093
16.73
1109
16.75
H
E
AD
WAL
L
G
U
A
R
D
F
E
NC
E
S
I
GN
G
U
A
R
D
F
E
NC
E
WOOD LINE
P
P
P
P
2
4
"
RC
P
C
O
N
C
C
ONC
B
L
DG
NO
W
GO
N
E
DITCH FL
D
I
T
C
H
F
L
A
S
P
H
A
L
T
P
AV
I
NG
T
B T
B
TOP BANK DITCH
WOOD LINE
4' BRD. FNC.HE
A
D
WA
L
L
S
I
G
N
TOP BANK OF DITCH
T
B
D
I
T
C
H
F
L
T
B
E
P
E
P
T
B
D
I
T
C
H
F
L
T
B
G
U
AR
D
R
A
I
L
C
O
NC
R
E
T
E
1
2
"
WA
T
E
R
L
I
N
E
B
OR
E
B
-
7
C
E
NT
E
R
P
O
I
N
T
E
N
E
R
G
Y
4
"
I
P
S
T
L
GA
S
L
I
N
E
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
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:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
11
:4
4
:4
6
AM
f
a
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b
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iz
CAD
O
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:
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:
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10
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p
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:
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\
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f
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\
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b
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\
T
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s
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0
2
3
0
1
\
2
0
1
3
0
3
2
9
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S
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n
s
D
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a
i
n
a
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1
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p
0
1
.
d
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n
3
/
2
0
/
2
0
1
5
3/20/2015
TOMMY CROMER
97594
MAR 2015
268
15
.6
SENS ROAD
23
22
20
18
16
14
12
10
11+00 12+00 13+00
22
20
18
16
14
12
10
10+00 14+00
24 24
C PROP SENS ROAD L
L
L
8 8
C PROP SENS ROAD L
LITTLE CEDAR BAYOU
R
.
O
.
W.
R
.
O
.
W
.
P
R
O
P
.
6
'
x
4
'
R
C
B
BENCH MARK:
NAVD 88 2001 ADJ.)
(CALCULATED ELEV. ON
K-1244 NGS MONUMENT
STA. 82+81.07, 31.96' RT.
ELEV. 24.67
E
XIS
T.
8
0
'
R
.
O
.
W.
SHEET 1 OF 1
PLAN AND PROFILE
EXIST. R.O.W.
TOP 8.59
EXIST. 12" WL
C STA. 82+41.48 SENS ROAD
B STA. 9+98.95 LITTLE CEDAR BAYOU=
FOR CONTINUATION)
STA. 80+00 TO STA. 85+00"
(SEE "ROADWAY PLAN & PROFILE
(PROP. 100' ROW)
3
'
9+00
EL=13.36
~
1
8
"
20'
8'
EXIST. R.O.W.
24" RCP
PROP
RCBs
4-6'x4'
PROP.
RCBs
4-6'x4'
PROP.
ALONG PROP. NORTH ROW
EXIST. NATURAL GROUND
ALONG EXIST. SOUTH ROW
EXIST. NATURAL GROUND
EXIST. SOUTH HIGH BANK
EXIST. NORTH HIGH BANK
EXIST. NORTH TOE
EXIST. DITCH FL
EXIST. SOUTH TOEFL=14.0
TOP EL=20.86
PROP HEADWALL
TOP EL=20.81
PROP HEADWALL
28'
18"
FL=13.31
OUTFALL
PROP 24" CMP 6'x4' RCB
PROP
4-6'x4' RCB
EXTEND
RCB
4-6'x4'
EXIST.
(TO BE REPLACED)
EXIST. HEADWALL
(MATCH EXIST. FL)
FL=13.23
P
R
O
P
7
'
X
3
'
R
C
B
PROP PED RAIL
STA 82+61.61, 41'RT
AND MBGF
BEGIN PROP HEADWALL
STA 83+36.77, 41'RT
AND MBGF
END PROP HEADWALL
STA 83+33.05, 41'LT
AND COMBINATION RAIL
END PROP HEADWALL
STA 82+52.00, 41'LT
AND COMBINATION RAIL
BEGIN PROP HEADWALL
STA 83+30.78, 50'LT
RETANING WALL
END PROP
12"
12"
STA 82+55, 50'LT
RETAINING WALL
BEGIN PROP
(SEE SHT 63)
PROP RETAINING WALL
(SEE SHT 63)
TOP EL=15.56'-18.61'
PROP RETAINING WALL
(SEE SHT 53 FOR DETAILS)
PROP CONC. RIP-RAP
2" IP STL GAS LINE
CENTERPOINT ENERGY
HCFCD UNIT NO. F126-00-00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
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:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
11
:4
4
:4
7
AM
f
a
m
b
r
iz
CAD
O
P
:
S
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AT
US
:
DA
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:
10
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p
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:
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\
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1
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2
3
0
1
\
2
0
1
3
0
3
2
9
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S
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D
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a
i
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R
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D
B
_
F
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a
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2
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/
2
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1
5
3/20/2015
TOMMY CROMER
97594
MAR 2015
268
7
8
+
0
0
7
9
+
0
0
8
0
+
0
0
8
1
+
0
0
8
2
+
0
0
8
3
+
0
0
8
4
+
0
0
P
I
21.8
21.6
21.4
21.1
17.119.8
18.116.715.916.6
18.4
17.5
17.318.3
18.0
18.2
19.1
19.1
19.1
18.9
19.5
19.4
19.4
19.6
19.1
19.0
18.9
18.9
19.219.018.818.8
19.5
19.5
19.5
19.3
19.219.1
19.2
19.3
19.3
19.3
19.319.1
19.6
19.5
19.5
19.5
19.319.218.8
19.5
19.4
19.3
19.2
19.219.0
19.7
19.7
19.7
19.3
19.518.9
18.8
19.7
19.6
19.7
19.7
19.418.818.8
19.8
19.7
19.8
19.6
19.419.119.0
19.7
19.8
19.6
19.5
19.319.019.0
21.70
21.78
21.92
22.03
22.12
15.0
15.3
14.714.6
15.2
15.1
15.7
19.7
19.8
19.4
18.9 18.7 19.0 18.9 19.0 18.7 17.7
19.7
19.7
19.5
19.819.619.1
19.8
19.7
19.5
18.520.220.3
18.620.320.2
18.420.220.2
18.920.420.6
18.819.920.4
18.820.019.5
18.919.219.0
19.420.019.219.5
19.519.6
19.219.3
19.419.4
19.7
20.419.2
20.219.8
19.819.5
19.819.5 15.6
18.5
E
D
G
E
OF
P
A
VE
ME
N
T
D
I
T
C
H
T
O
P
B
AN
K
DI
T
C
H
B
O
T
T
O
M
B
AN
K
T
O
P
B
AN
K
DI
T
C
H
B
OT
T
OM
BA
N
K
DI
T
C
H
E
A
S
T
L
I
N
E
0
.
1
5
5
9
AC
R
E
T
RA
C
T
R
I
G
H
T
-
OF
-
WAY
L
I
NE
E
AS
T
L
I
NE
0
.
2
2
7
5
A
C
R
E
T
R
AC
T
R
I
GH
T
-
O
F
-
WA
Y
L
I
N
E
ELEV=24.53
BM K1244
TREE LINE
19.7
BORE
19.4
BORE
HCCF NO. F507702, OPRRPHCT
EXECUTED JANUARY 17, 1978
JAMES A. TURLINGTON
TO
WESTEREN EQUITIES CORPORATION
(CENTERED ON LOT LINE)
SERVES LOTS 2, 18, 19, 22 & 23
60 FOOT WIDE INGRESS EGRESS EASEMENT
19.7
18.7
19.4
BORE
19.4
BORE
10116
15.715.815.916.0
15
.6
16.116.216.3
16.4 16.3 16.2 16.1 16.0
16.4
15.9 15.8 15.7
15
.6
STORM WATER
0'40'80'160'40'
GRAPHIC SCALE
LEGEND:
DETENTION SUMMARY
FLOOD EVENT
1"=80'
B
PROP R.O.W.
20'R.
34'R.
1% SLOPE
1% SLOPE
34'R.
34'R.
EL=16.0
94.6 162.5
92.1 162.5
17.4 19.1
P
R
O
P
.
R
,
O
.
W
.
P
R
O
P
.
R
,
O
.
W
.
P
R
O
P
.
R
,
O
.
W
.
P
R
O
P
.
R
,
O
.
W
.
PROP. R.O.W.
10'R.
10'R.
10'R.
10'
R.
20' MAINTENCE ACCESS ROAD 20' MAINTENCE ACCESS ROAD 34'R.
20' MAINTENCE ACCESS ROAD 20' MAINTENCE ACCESS ROAD
20'R.
24
DETENTION STORAGE REQUIRED
DETENTION STORAGE PROVIDED
OUTFLOW (CFS)
DETENTION BASIN MAXIMUM ALLOWABLE
(10-YR)
10%
(100-YR)
1%
SENS ROAD
PROVIDED (CFS)
DETENTION BASIN MAXIMUM OUTFLOW
PREPARED BY R.G. MILLER, INC., DATED NOVEMBER 2009.
* DETAIL CALCULATION SEE "SENS ROAD & BAY AREA BLVD DRAINAGE ANALYSIS"
3.5 ACRE-FEET
4.73 ACRE-FEET
DESIGN WATER SURFACE ELEVATION
(100' R.O.W.)
PROP SENS ROAD
@ 0.24%
PROP. 329' SWALE
@ 0.25%
PROP. 300' SWALE
FL EL=18.89
FL EL=19.0
HIGH POINT
EL=20(TYP)
PROP. TOP OF BASIN
@ 0.25%
PROP. 323' SWALE
PROP. TOE OF BASIN
@ 0.25%
PROP. 295' SWALE
OUTFALL
PROP. 24" CMP
FL EL=14.0
FL EL=14.5
@ 0.1%
PILOT CHANNEL
PROP. CONCRETE
EL=16.3
EL=16.1
EL=15.9
EL=15.9
EL=15.9
EL=15.8
EL=15.7
EL=16.2
EL=16.1
EL=16.3
EL=16.1
FL EL=15.9
FL EL=19.0
HIGH POINT
PROP. 5" CONCRETE LINING
HCCF NO. F507702, OPRRPHCT
EXECUTED JANUARY 17, 1978
JAMES A. TURLINGTON
TO
WESTERN EQUITIES CORPORATION
(CENTERED ON LOT LINE)
SERVES LOTS 2, 18, 19, 22 & 23
60 FOOT WIDE INGRESS EGRESS EASEMENT
FL EL=18.2
INTERCEPTOR STRUCTURE
PROP. BACKSLOPE
FL EL=18.2
INTERCEPTOR STRUCTURE
PROP. BACKSLOPE
TYPICAL SECTIONS
BASIN F216
SEE DETENTION
FL EL=14.5
PREPARED BY PIS ON FEB. 8, 2010
HCPID A104-07-00 BASIN AND F216-00-00 BASIN",
REPORT FOR PROPOSED DETENTION BASINS-
"GEOTECHNICAL ENGINEERING SERVICES
1) THE BASIN IS DESIGNED BASED ON
B
A
A
TYPICAL SECTIONS
DETENTION BASIN
SEE SHT 25
NOTES:
OUTFALL STRUCTURE DETAILS)
(SEE SHT 63 F216 DETENTION BASIN
w/CONCRETE EMERGENCY OVERFLOW
OUTFALL STRUCTURE
FL=15.0
CONTROL #1
CONTROL #2
CONTROL #3
CONTROL #4
CONTROL #5
CONTROL #6
POINT #1 NORTHINGEASTING DESCRIPTION
1 13815012.603224002.88 FND
2
3
4
5
FND
FND
SET
SET
6 FND
13814979.173223392.80
13814942.023223394.38
13814789.463223403.33
13814823.413224022.94
13814738.303224032.26
NORTHINGEASTING
20.0
20.0
20.0
20.0
20.0
3223943.7735
3223489.1029
3223456.3715
3223459.8826
3223495.7287
CONTROL POINT TABLE
BASIN POINT TABLE
ELEVPOINT NORTHINGEASTING
3223489.1989 16.5
16.3
16.3
16.5
16.1
16.1
3223471.3062
3223474.4998
3223494.9461
3223944.0885
3223970.1837
ELEVPOINT
1
2
3
4
5 13
14
6
11
12
17 19
15
16
8
7
9
10
1
5
'
A
l
l
W
E
AT
H
E
R
A
C
C
E
S
S
R
O
A
D
18
20
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
20.03223979.5352 13814948.9246
13814979.2762
3223954.2477
3223986.1534
3223963.3284
3223948.4786
13814954.7936
13814917.8768
13814855.9762
13814823.9549
13814849.6266
13814887.1980
20.0
20.0
13814938.7420
13814961.4678
13814939.7709
13814915.9217
13814859.6180
13814837.9330
13814864.6822
3223473.7017
3223522.0256
3223918.0464
3223955.9144
16.1
15.0
14.6
14.5
13814889.8118
13814887.8161
13814890.5290
13814912.7015
13814956.6386
15.7
15.6
3
0
"
PVC
MHS SD
FL EL=16.0
BASIN OUTFALL STRUCTURE DETAILS)
(SEE SHT 65 F216 DETENTION
PROP 30" CMP 75 LF
AND RIPRAP DETAILS)
(SEE SHT 52 FOR STORM SEWER
CONC. RIPRAP (18")
PROP. BROKEN
DETENTION BASIN F216
15
20
10
15
20
10
10
15
5
10
15
5
SECTION 'A-A'
SECTION 'B-B'
BERM @ 1% SLOPE
PROP. 20' MAINTENANCE
EXIST. NATURAL GROUND
20
P
R
O
P
E
R
TY
L
IN
E
20
30'30'
PROP. 1% SLOPE
100 YR. WSE 19.1
H:1"=60',V:1"=6'
(TYP.) EL=16.3'
PROP. BOTTOM TOE BASIN
190'
LC
(TYP.) EL=16.1'
PROP. BOTTOM TOE BASIN (TYP.) EL=15.9'
PROP. BOTTOM TOE BASIN
(TYP.) EL=15.6
PROP. BOTTOM BASIN
OUTFALL FL EL=14.5'
PROP. PILOT CHANNEL
PROP. 1% SLOPE
PROP. 1% SLOPE
P
R
O
P
N
O
R
TH
P
R
O
P
S
O
U
TH
P
R
O
P
E
R
TY
LIN
E
10 YR. WSE 17.4
100 YR. WSE 19.1
10 YR. WSE 17.4
(LOOKING NORTH)
(LOOKING EAST)
TYPICAL SECTIONS
DETENTION BASIN F216
611'
4
:1
4:1
PROP. SENS ROAD SWALE
SENS ROAD
(100' R.O.W.)
CL
PILOT CHANNEL DETAILS
(TYP.) FL EL=14.8'
CONC. PILOT CHANNEL
PROP. 1' DEEP, V-SHAPE
TOP WIDTH=6'
1
'3:
1 3:1
CONC. PILOT CHANNEL
PROP. 5" THICK
25
PROP. 10' SWALE
5.5'
PROP. 10' SWALE
P
R
O
P
WE
S
T
R
.
O
.
W.
P
R
O
P
.
E
AS
T
R
.O
.W.
@ 2% SLOPE
BERM AND ACCESS ROAD
PROP. 20' MAINTENANCE
@ 2% SLOPE
BERM AND ACCESS ROAD
PROP. 20' MAINTENANCE
CHANNEL @ 0.10%
PROP. 956 LF PILOT
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
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8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:11
:5
3
P
M
MCK
CAD
O
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:
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6
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p
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e
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2
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n
3
/
16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
T
W
T
PPPP
SIGN
SIGN
GUY
LP
24" OAK
8" OAK
MYRTLE
6" CREPT
CONC. PAVING
SIDE WALK
FH
WMLP
DBL SIGN
8" OAK
SIGN
BOLLARD
CONC BASE
TPED
LP
SIDE WALK
W/C RAMP
BARB
WI
RE
FENCE
•" PL GAS LINE
CENTERPOINT ENERGY
12" WATER LINE 12" WATER LINE
SBC 12-4" "C" PVCSBC 12-4" "C" PVC
1
5
"
SAN
S
WR
BORE-B2
SBC MH
STAND
MAIL BOX
CONC. PAVING
LP
DBL SIGN
12" OAK
8" OAK
DI
SIGN
SIGN
DBL SIGN
DBL
10" OAK
4" TREE
PP
POLE
FLAG
TREE
4"
TREE
6"
24" RCP
SIGN
DI
SAN MH
12" WATER LINE
TOP= 20.24'
FL(10" PVC NE.)=13.12'FL(12" PVC E.)=11.66'
TOP= 22.70'
FL(12" PVC W.)=18.86'FL(12" PVC E.)=18.86'
TOP= 22.16'
DITCH FL
BARBWIRE FENCE
DITCH FL
10'x4' RCB
24"
RC
P
24
"
RC
P
STORM MH
INLET
INLET
24" RCP
INLET
STORM MH24" RCP
24" RCP
24" RCP SBC 12-4" "C" PVC
OVERHEAD ELECTRICAL
CONC. PARKINGCONC. PARKING
INLE
T
S
P
E
N
C
E
R
H
I
G
H
WA
Y
(
1
1
4
'
R
.
O
.
W.
)
S
P
E
N
C
E
R
H
I
G
H
WAY
(
1
0
8
'
R
.
O
.
W.)
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE
OE
OE
OE
24"
18"
24"RCP
48"
36"
24"
15" RCP
24" RCP
24"RCP
1
0
'
x
4
'
RCB
OE
OE OE
OEOE
OE
OE
OE
OEOEOE
3613
21.10
30
0
2
19.06
30
0
6
19.05
S
BC
2-
4
"
G.
I
.
P.
SBC 12
-4" "C" PVC
SBC 18-4" "C" PVC
"
C
"
P
VC
EXI
ST.
14"
MCU
4" IP STL GAS LINE
CENTERPOINT ENERGY
4" IP STL GAS LINE
CENTERPOINT ENERGY
12
"
PVC
ENTEX PL
ENTEX PL
6" SANITARY FORCE MAIN
12" WATER LINE
10
'
x
4
'
RCB
1
0
'
x4
'
RCB
1
2
"
S
AN
I
TARY
T
TT
4' BARE WIRE FENCE
4' HOGG WIRE FENCE
4'
HOGG
WI
RE
FENCE
4' WOOD FENCE
NO
RTH
"
C"
STRE
E
T
WV
WV
SIGN
PP
PP
GUY
24" RCP24" RCP
CONC.PPGUY
HEDG
E
PLANTER
6'
CHA
I
N
LI
NK
FENCE
6' CHAIN LINK FENCEOFFICE BLDG
1-STORY BRICK
CONC. PAVING
FLAG POLE
24" RCP24" RCP
CONC. PAVING
CONC. PAVING
DI
WMTPED
FH
GRASS
PP
BLDG
WAREHOUSE
2-STORY
DITCH FL
DITCH FLDITCH FL
DITCH FL
DI
TCH
FL
DI
TCH
FL
DITCH FLDITCH FL
DITCH FL
BORE-B-3
BORE B-4
PP PP
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE
SBC 12-4" "C" PVC
12" WATER LINE
SBC 12-4" "C" PVC
8
"
WATE
R
LI
NE
SBC MH
HEDGE
SIDE WALK
W/C RAMP
SIDE WALK
MYRTLE
CREPT
6"
HEDGE
CONC. PAVING
HEDGE
DITCH FL
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE
SBC 12-4" "C" PVC
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE
SBC 12-4" "C" PVC
OVERHEAD ELECTRIC
CONCRETE PAVING
TOP= 17.71'
FL(24" PIPE N.)=15.31'FL(24" PIPE S.)=15.31'
TOP= 20.48'
TOP= 20.41'
CENTERPOINT ENERGY 4" IP STL GAS LINE
(ABANDONED)
6" SANITARY FORCE MAIN 6" SANITARY FORCE MAIN
54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00
65+00 66+00 67+00 68+00 69+00 70+00
PI 71+00
72+00
PI
0
+
0
0
1
+
0
0
2
+
0
0
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
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:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:11
:5
4
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
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0
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d
g
n
3
/
16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
M
A
T
C
H
L
IN
E
S
T
A
.
6
4
+
5
0
M
ATC
H
L
IN
E
S
T
A.
6
4
+
5
0
M
A
TC
H
L
IN
E
S
TA.
7
2
+
5
0
1"=40'
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
S
P
E
N
C
E
R
H
IG
H
W
A
Y
REMOVAL PLAN
26
R.O.W.
SENS ROAD
NORTH "C" ST.
SENS ROAD
EXISITING DIRECTIONAL FLOW
HCM
HCM
CRS
CONCRETE RIPRAP
REMOVE AND DISPOSE OF EXISTING
CONCRETE PAVEMENT
REMOVE AND DISPOSE OF EXISTING
MATERIAL
EXISTING ASPHALTIC AND BASE
MILLS REMOVE AND DISPOSE OF
HANDLEHOLE OR PEDESTAL (BY OTHERS)
REMOVE AND RELOCATE PULLBOX
EXISTING STORM SEWER
REMOVE BRICK PLUG FROM
(BY OTHERS)
REMOVE RAILROAD SIGNAL STANDARD
REMOVE LIGHT POLE (BY OTHERS)
REMOVE GUY WIRE (BY OTHERS)
(BY OTHERS)
REMOVE POWER POLE AND CABLES
TRAFFIC SIGNAL BOX
REMOVE & RELOCATE EXISTING
REMOVE EXISTING RIPRAP
REMOVE EXISTING MANHOLE
REMOVE EXISTING INLET
REMOVE SAFETY END TREATMENT
REMOVE EXISTING CURB
REMOVE EXISTING TURNDOWN
REMOVE EXISTING GUARD FENCE
REMOVE EXISTING FENCE/GATE
REMOVE EXISTING WINGWALL
(BOX CULVERT)
REMOVE EXISTING STRUCTURES
REMOVE EXISTING PIPES (ALL TYPES)
REMOVE EXISTING SIGN
REMOVE EXISTING CONCRETE
REMOVE EXISTING DRIVEWAY
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
R
S
Q
T
U
LEGEND
D 445 LF
D 314 LF
M
L
L D 38 LF
G 112 LF
G 612 LF
G 358 LF
C D 45 LF
D 33 LF
D 50 LFD 19 LF
L
SHEET 1 OF 3
J 811 SF
J
J
W
W
T
24" RCP
24" RCP
36
"
RC
P
FENCE
6' CHAIN LINK
PUMP HSE.
VENT
NORTH
"
D"
STREE
T
4
'
BARB
WI
RE
F
E
NCE
TOP= 21.26'
DI
TCH
FL
H
.
C
.
F
.
C
.
D
.
U
N
I
T
N
o
.
F
1
2
6
-
0
0
-
0
0
15
"
S
AN
SWR
SAN SWR15"
SBC MH
DIRT DRWY
PP
MH
SAN
MH
SAN
TOP= 21.19'
FL(12" PIPE NW.)=7.89'
TOP= 21.49'FL(12" PIPE NE.)=8.07'FL(12" PIPE S.)=8.11'
TOP= 19.77'
DI
T
CH
FL
HI
GH
BANK
IN
WOO
D
S
HEAV
Y
DEBR
IS
TT
WOOD FENCE
OVERHEAD ELECTRIC
6
'
CHA
I
N
LI
NK
F
ENCE
6' CHAIN LINK FENCE
EDG
E
CONC.
CONC. PAVING
CURB
GUTTE
R
FENCE
6' CHAIN LINK
48" RCP
HEDGE
HEDG
E
ROOF
CONC.
CONC.
FH
WM
PP
GUA
RD
FENCE
GUARD FENCE
6
'
CHA
I
N
LI
NK
F
ENCE
GAS PUMP
TANK
ABOVE GROUND
ROOF OVER HANG
RAMP
3
0
"
RC
P
GUY
PP TPED
TPED
PP
36" RCP
SIGN
DRWY
GRAVEL
ASPHALT PAVING
ASPHA
LT
PAV
I
NG
WOOD FENCE
DI
T
CH
FL
TB EP
EP TB
DI
TCH
FL
TB
OE
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
OE
10
0
1
1
WV
2"CREPE MYRTLE
CO
CO
WW
48" RCP
CONC.
MHW
10"PALM
T
T
HEADWALL
GUARD FENCE
SIGN
GUARD FENCE
WOO
D
LI
NE
WM
MB
PP
PP
PP
PP
24" RCP
SIGN
CONC
CONC
BLDG NOW GONE
WOOD FENCE
WOOD FENCE
WOOD FENCETPED
WOO
D
FENCE
DI
T
CH
FL
DITCH FL
PP
ASPHALT PAVING
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
TB
T
OP
BANK
DI
TCH
36" CEDAR
CONCRETE
SD
GI
2" CREPE MYRTLE
2" CREPE MYRTLE
2" CREPE MYRTLE
2" CREPE MYRTLE 2" CREPE MYRTLE
2" CREPE MYRTLE
CONCRETE
FOC SIGN
LIGHTLIGHT
SIGN
CO
SV
SCB
GI
48" RCP
30" PVC
MHS
PP
GA
S
LI
NE
PP
GVWM
W. FAUCET
10" HB
4' BRD. FNC
WOO
D
LI
NE
4
'
BR
D.
FNC.
HEADWALL
SIGN
T
OP
BAN
K
OF
DI
T
CH
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
WW
GUARD RAIL CONCRETE
MHW
T
12" WATER LINE12" WATER LINE12" WATER LINE12" WATER LINE
8
"
WATER
LI
NE
SBC 12-4" "C" PVC SBC 12-4" "C" PVC
SBC MH
TOP= 18.94'
SBC 12-4" "C" PVC
CENTERPOI
NT
ENERGY
2"
I
P
PLA
GAS
LI
NE
BORE B-5
BORE B-6
BORE B-7
CENTERPOINT ENERGY 6" IP STL GAS LINE
CENTERPOINT ENERGY 4" IP PLA GAS LINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
T
BOLLARD
DIRT DWY
PP
GV C/O
24" RCP24" RCP
ASPH
6' CHAIN LINK FENCE
1-STORY BLDG.
CONC.
PORCH
WM
ASPH
GA
S
LI
NE
GAS
LI
NE
GAS LINE
ASPH.
DRWY
24" OAK
60" RCP
GV
PP
MBMB
POST
4" HB4" HB
10" HB
10" CEDAR
4" CEDAR
14" MAG.
8" PALM
PALM
PECAN
PORCH
HEDGE
WOOD FENCE
24" RCP
4'
BRD.
FNC
4'
B
R
D.
F
N
C
8" ELM
12" ELM
DIRT DRWY
MB
18" HB
60" RCP
24" RCP
PP
PP
PP
PP
10" HB
ROA
D
GRAV
EL
S/T
P
I
PE
L
I
NE
P
I
PEL
I
NE
PI
P
E
L
I
NE
FRAME HOUSE
1-STORY
HOUSE
FRAME
2-STORY
BLDG.
1-STORY
X
X
X X X
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
MYRTLES
CREPT
PIPELI
NE
WW
WW
PLMK
PLMK
PLMK
GM
MHW
MHW
CO
CONCRETE
VENT
PLMK
CONCRETE
WM
5'
BARB
ED
WIRE
FENCE
T
T
HEDGE
6' CHAIN LINK FENCE
DBL SIGN
TPED PP
BOLARD
ASPH.
WM
W FAUCET
6' CHAIN LINK FENCE
24" RCP
DI
DI
TCH
FL
POST
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TBTB
X
X X XX X X X X
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
WW
WW
8'CHAIN LINK FENCE
PLMK
WW
TB
DITCH FL
TB
60" RCP 60" RCP
GRAVEL
CONCRETEMHW
MHW
CONCRETE
24
"
PVC
12" PVC
GI
GI
GI
MHW
SV
SCB
SPEED LIMIT
NO THRU TRAFF
IC
T
T
2" WATER LINE2" WATER LINE
8" WATER LINE
12" WATER LINE
SBC MH SBC 12-4" "C" PVC
SBC 12-4" "C" PVC
SBC MH
TOP= 17.92'
SBC 12-4" "C" PVC
8" WATER LINE
BORE B-8
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTERPOINT ENERGY 4" HP STL GAS LINE
CENTERPOINT ENERGY 4" HP STL GAS LINE
73+00 74+00 75+00 76+00 77+00 78+00
PI
79+00
80+00 81+00 82+00 83+00 84+00
PI
1
+
0
0
0
+
0
0
84+00
PI
85+00 86+00 87+00 88+00
89+00PI 90+00
91+00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
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:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
11
:2
8
:18
AM
f
a
m
b
r
iz
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
e
n
t
F
I
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E
:
\
\
H
o
u
f
i
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\
b
b
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1
0
2
3
0
1
\
2
0
1
3
0
3
2
9
_
S
e
n
s
D
r
a
i
n
a
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e
R
e
v
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s
i
o
n
s
\
D
r
a
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i
n
g
\
R
D
D
M_
0
0
2
.
d
g
n
3
/
2
0
/
2
0
1
5
3/20/2015
TOMMY CROMER
97594
MAR 2015
268
M
A
TC
H
L
IN
E
S
T
A
.
8
4
+
0
0
M
AT
C
H
L
IN
E
S
T
A
.
7
2
+
5
0
M
A
T
C
H
L
IN
E
S
T
A
.
8
4
+
0
0
M
A
TC
H
L
IN
E
S
TA.
9
1
+
0
0
1"=40'
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
REMOVAL PLAN
27
NORTH "D" ST.
Little Cedar Bayou
SENS ROAD
SENS ROAD
HCM
HCM
CRS
EXISITING DIRECTIONAL FLOW
CONCRETE RIPRAP
REMOVE AND DISPOSE OF EXISTING
CONCRETE PAVEMENT
REMOVE AND DISPOSE OF EXISTING
MATERIAL
EXISTING ASPHALTIC AND BASE
MILLS REMOVE AND DISPOSE OF
HANDLEHOLE OR PEDESTAL (BY OTHERS)
REMOVE AND RELOCATE PULLBOX
EXISTING STORM SEWER
REMOVE BRICK PLUG FROM
(BY OTHERS)
REMOVE RAILROAD SIGNAL STANDARD
REMOVE LIGHT POLE (BY OTHERS)
REMOVE GUY WIRE (BY OTHERS)
(BY OTHERS)
REMOVE POWER POLE AND CABLES
TRAFFIC SIGNAL BOX
REMOVE & RELOCATE EXISTING
REMOVE EXISTING RIPRAP
REMOVE EXISTING MANHOLE
REMOVE EXISTING INLET
REMOVE SAFETY END TREATMENT
REMOVE EXISTING CURB
REMOVE EXISTING TURNDOWN
REMOVE EXISTING GUARD FENCE
REMOVE EXISTING FENCE/GATE
REMOVE EXISTING WINGWALL
(BOX CULVERT)
REMOVE EXISTING STRUCTURES
REMOVE EXISTING PIPES (ALL TYPES)
REMOVE EXISTING SIGN
REMOVE EXISTING CONCRETE
REMOVE EXISTING DRIVEWAY
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
R
S
Q
T
U
LEGEND
G 862 LFD 19 LF
D 38 LF
D 71 LF
D 72 LF
D 41 LF
D 50 LF
D 49 LF
D 25 LF
D 32 LF
K
K
D 20 LF D 20 LF
D 25 LF
D 46 LF
D 74 LFD 20 LF
D 42 LF
D 138 LF
D 33 LF
C C
L
SHEET 2 OF 3
EXIST. HEADWALL
REMOVE
EXIST. MBGF
REMOVE
W
T
T
WM
WM PP
MB
MB
GUY
CO 30" RCP
30" RCP
36" RCP
36" RCP
BOLARD BOLARD
TPED
GRASS
GRASS
GV
WM
SIGN
GV
LP
HEDGE
HEDG
E
HEDGE
30" PECAN
CONC
CONC
PP
15" PECAN
15" PECAN 24" PECAN
GV
C/O
CONC
CONC
GRASS
6" OAK
24" RCP
WM
24" RCP
GRASS
ASPH. PARKING LOT
24" RCP
C/O
24" RCP
30" PECAN
DBL SIGN
6' WOOD FENCE
GRASS
DITCH FL
DITCH FL
DITCH FL
DITCH FL
DITCH FL
1•" IP STL GAS LINE
CENTERPOINT ENERGY
SBC 12-4" "C" PVC
10" SAN SWR 10" SAN SWR
WV
PP
2-STORY BLDG.
2- STORY HOUSE
PORCH
BRICK SIDEWALK
PORCH
6' WOOD FENCE
CONC.
1-STORY BRICK
PORCH
SIDEWALK
HEDGE PP
HEDGE
MYRTLE
CREPT
6"
MYRTLE
CREPT
6"
TALLOW
6"
2-STORY BLDG.
SIDEWALKHEDGE
SBC MH
CENTERPOINT ENERGY 4" HP STL GAS LINE
SBC 12-4" "C" PVC
8" WATER LINE
10" SAN SWR
OVERHEAD ELECTRIC
TOP= 18.87'
FL(10" PIPE S.)=10.36'
FL(10" PIPE N.)=10.61'
TOP= 18.40'
4" HP STL GAS LINE
CENTERPOINT ENERGY
W
30"RCP
36"RCP
36"RCP30"RCP
30"RCP
DITCH FL
DITCH FL
DI
TCH
F
L
DITCH FL
GRAV
EL
DRI
VE
GRAV
EL
DRI
VE
ME
TAL
GU
A
RD
RAI
L
MET
AL
GU
A
RD
RAI
L
ASPHALT ASPHALT
MH
SAN
PP
PP
GVWMWMGV
WM WM
PP
CONC.
30" PECAN
ASPH. PARKING LOT
GA
S
LI
NEBOLLARDS
PPPP
DBL SIGN
GUY
GUY
BOLLARD
WM
GRASS
PP
PP
PP
WV
WV
PP
WV
FH
DI
24" RCP
6' CHAIN LINK FENCE
6'
CHAI
N
LI
NK
FENCE
GAS
LINE
24 PECAN
SIGN
GRASS
BOLLARD
DI
T
C
H
F
L
BOLLARD
30" RCP
30" RCP
36" RCP
36
"
RC
P
BOLLARD
SIGN
DBL
ASPHALT PAVING
X X
X
TB
TB
TB
TB
EP
EP
TB
DI
TCH
FL TB
EP
EP TB
DI
TCH
FL
TB
ASP
HA
LT
PAVI
NG
MHW
WW
60" RCP
CONCRETE
FH
SIGN
STOP
8"
WATE
R
LI
NE
8"
WATE
R
LI
NE
8" WATER LINE
8" WATER LINE
BORE B-9
•
"PLA
GA
S
LINE
CENTE
RPOI
NT ENERGY
36"RCP
36"RCP
ELECTRIC
OVERHEAD
8" WATER LINE
95+0091+00 92+00 93+00 94+00 96+00 97+000
+
0
0
-
1
+
0
0
98+00 99+00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:11
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6
P
M
MCK
CAD
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5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
1"=40'
M
A
TC
H
L
IN
E
S
TA
.
9
1
+
0
0
R.O.W.
R.O.W.
R.O.W.
REMOVAL PLAN
28
NORTH "H" ST.
SENS ROAD
R.O.W.
HCM
HCM
CRS
EXISITING DIRECTIONAL FLOW
CONCRETE RIPRAP
REMOVE AND DISPOSE OF EXISTING
CONCRETE PAVEMENT
REMOVE AND DISPOSE OF EXISTING
MATERIAL
EXISTING ASPHALTIC AND BASE
MILLS REMOVE AND DISPOSE OF
HANDLEHOLE OR PEDESTAL (BY OTHERS)
REMOVE AND RELOCATE PULLBOX
EXISTING STORM SEWER
REMOVE BRICK PLUG FROM
(BY OTHERS)
REMOVE RAILROAD SIGNAL STANDARD
REMOVE LIGHT POLE (BY OTHERS)
REMOVE GUY WIRE (BY OTHERS)
(BY OTHERS)
REMOVE POWER POLE AND CABLES
TRAFFIC SIGNAL BOX
REMOVE & RELOCATE EXISTING
REMOVE EXISTING RIPRAP
REMOVE EXISTING MANHOLE
REMOVE EXISTING INLET
REMOVE SAFETY END TREATMENT
REMOVE EXISTING CURB
REMOVE EXISTING TURNDOWN
REMOVE EXISTING GUARD FENCE
REMOVE EXISTING FENCE/GATE
REMOVE EXISTING WINGWALL
(BOX CULVERT)
REMOVE EXISTING STRUCTURES
REMOVE EXISTING PIPES (ALL TYPES)
REMOVE EXISTING SIGN
REMOVE EXISTING CONCRETE
REMOVE EXISTING DRIVEWAY
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
R
S
Q
T
U
LEGEND
D 77 LF
D 92 LF
D 48 LF
D 103 LF D 46 LF D 34 LF D 19 LF
D 48 LF D 64 LF D 38 LF
C
C
D 44 LF
SHEET 3 OF 3
ROW
B ROADWAYL
ROW
LC DRWY
TYPICAL DRIVEWAY DETAIL
A
SWALE SWALE
DRIVEWAY SUMMARY
ROW
B ROADWAYL
ROW
LC DRWY
TYPICAL DRIVEWAY DETAIL
SHARED USE PATH
SWALESWALE
(EAST SIDE)
(WEST SIDE)
(SEE DETAIL 1)
PATH TRANSITION
SHARED USED
(SEE DETAIL 1)
PATH TRANSITION
SHARED USED
TIMES.
DRIVEWAYS REMAIN OPEN AT ALL
THE ROADWAY TO ENSURE
RAISED SIMULTANEOUSLY WITH
2. DRIVEWAY GRADES SHALL BE
SHOULDER LANE.
EDGE OF TRAVELWAY TO THE
ROADWAY SHOULDER FROM THE
CONFORM TO THE SLOPE OF THE
SHALL BE CONSTRUCTED AS TO
1. THE GRADE ON THE DRIVEWAY
NOTES:
*B
*B
29
CONSTRUCTION EASEMENT (TCE)
TYPICAL TEMPORARY
SHARED USE PATHMA
X
2
%
A
L
E
N
G
T
H
LT RADIUS RT RADIUS
S
L
O
P
E
LT RADIUS RT RADIUS
S
L
O
P
E
R.O.W. TO EXISTING DRIVEWAY ELEVATION.
EXISTING DRIVEWAY CENTERLINE. MATCH PROPOSED DRIVEWAY ELEVATION AT
NO SURVEY DATA AT THIS LOCATION. MATCH PROPOSED DRIVEWAY LOCATION TO**
OTHERWISE LOCATED @ ROW LINE
ELEVATION @ TEMPORARY EASEMENT LINE IF TEMPORARY EASEMENT IS SPECIFIED *
~
5'-0" x 5'-0"
LANDING
PLANTING OR OTHER
NON-WALKING SURFACE
~
DETECTABLE
WARNINGS
CONCRETE
CURB
CROSSWALK
1:12
M
A
X.
~
RAMP LIMITS
OF PAYMENT
DIRECTIONAL CURB RAMP WITHIN RADIUS
N.T.S.
VARIES
4'-0" RAMP
WIDTH
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
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2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:11
:5
6
P
M
MCK
CAD
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1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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A
P
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:
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2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
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2
P
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3/16/2015
TOMMY CROMER
97594
MAR 2015
268
L
A
U
R
A
S
H
I
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L
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Y
ELIZABETH
A
L
V
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L
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SPENCER
1
6
T
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1
8
T
H
1
7
T
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1
4
T
H
HIGHWAY
P
A
C
I
F
I
C
NORTH
EAST
2
3
R
D
MUNICIPAL AIRPORTLA PORTE
Lit
t
l
e
FLINTROCK
B
A
T
T
L
E
V
I
E
W
Cedar
NORTH "C"
NORTH "D"
NORTH "H"
S
E
N
S
R
O
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D
22
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22
24 2424
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22 22
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20
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26
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24
24 2020
20
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2020
20
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20
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16 16 16
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20
20
20
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XXX.X
XXX.X
DIRECTION OF FLOW
LEGEND:
1"=400'
OVERALL DRAINAGE AREA
EXISTING F216-00-00
100-YEAR CFS
ACRES
368.6
325.0PROP. DETENTION BASIN SITE
STA. 57+83.26
BEGIN PROP. SENS ROAD
1 DRAINAGE AREA ID
F216A1
F216A2
S
E
N
S
R
O
A
D
STA. 96+70
DRAINAGE BOUNDARY
END PROP. SENS ROAD
30
2
0
2
0
2
0
2
0
2
0
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
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A
P
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:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:12
:0
4
P
M
MCK
CAD
O
P
:
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T
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:
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0
1
.
d
g
n
3
/
16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
T
W
T
W
W
T TT T
24" RCP
24" RCP
36
" RCP
FENCE
6' CHAIN LINK
PUMP HSE.
VENT
NORTH "D" STREET
4' BARB WIRE FENCE
4' BARE WIRE FENCE
4' HOGG WIRE FENCE
4' HOGG
WIRE FENCE
4' WOOD FENCE
NORTH "C" STREET
WV
WV
SIGN
PP
PP
GUY
24" RCP24" RCP
CONC.PPGUY
HEDGE
PLANTER
6' CHAIN LINK FENCE6' CHAIN LINK FENCEOFFICE BLDG1-STORY BRICK CONC. PAVING
FLAG POLE
24" RCP24" RCP
CONC. PAVING
CONC. PAVING
DI
WMTPED
FH GRASS
PPPP
BLDGWAREHOUSE2-STORY
PP
SIGN
SIGN
GUY
LP
LP
24" OAK
8" OAK
MYRTLE6" CREPT
CONC. PAVING
CONC. PAVING
SIDE WALK
SIDE WALK
FH
WMLP
DBL SIGN
8" OAK
SIGN BOLLARD
CONC BASE
TPED
LP
BRICK BLDG.ONE STORY
SIDE WALK W/C RAMP
BARB
WIRE FENCE
DITCH FL
DITCH FL
DITCH FLDITCH FL
DITCH FL
DITCH FL
DITCH FL
DITCH FLDITCH FL
DITCH FL
BORE-B-3
BORE B-4
PP PP
•" PL GAS LINECENTERPOINT ENERGY
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE 12" WATER LINE 12" WATER LINE
SBC 12-4" "C" PVCSBC 12-4" "C" PVCSBC 12-4" "C" PVC
12" WATER LINE
SBC 12-4" "C" PVC
15" SAN SWR
15" SAN SWR
SAN SWR15"
8" WATER LINE
BORE-B2
SBC MH
STANDMAIL BOX
CONC. PAVING
LP
DBL SIGN
12" OAK
CONC. PAVING
8" OAK
DI
SIGN
SIGNDBL SIGNDBL 10" OAK
4" TREE
LP
PP
POLEFLAG
TREE8"TREE4"TREE4"
TREE6"TREE6"TREE
6"
24" RCP
SIGN
DI
SAN MH
SBC MH
HEDGE
SIDE WALKW/C RAMPSIDE WALK
MYRTLECREPT6"
HEDGE
CONC. PAVING
HEDGE
DITCH FL
SBC MH
DIRT DRWY
PP
MHSAN
MHSAN
12" WATER LINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE
SBC 12-4" "C" PVC
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE
SBC 12-4" "C" PVC
OVERHEAD ELECTRIC
CONCRETE PAVING
DITCH FL
BARBWIRE FENCE
DITCH FL
10'x4' RCB
24" RC
P
24
" RCP
STORM MH
INLET
INLET
24" RCP
INLET
STORM MH24" RCP
24" RCP
24" RCP SBC 12-4" "C" PVC
OVERHEAD ELECTRICAL
CONC. PARKINGCONC. PARKING
INLET
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE
OE
OE
OE
24"
18"
24"
24"
24"
24"RCP
48"
36"
48"48"
24"
24"
24"
15" RCP
24" RCP
24"RCP
10
' x4
' RC
B
10' x4
'
RC
B
OE
OE OE
OEOE
OE
OE
OE
OEOEOE
300318.56
3613
21.10
300219.06 300619.05
SBC 2-4" G.I.P.
SBC 12-4" "C" PVC
SBC 18-4" "C" PVC
SBC 16-4" "C" PVC
EXIST.
14
"
MCU
EXIST.
14"
MCU
CENTERPOINT ENERGY 4" IP STL GAS LINE
4" IP STL GAS LINECENTERPOINT ENERGY 4" IP STL GAS LINECENTERPOINT ENERGY
TT
WOOD FENCE
OVERHEAD ELECTRIC
6' CHA
IN LINK
FENCE
6' CHAIN LINK FENCE
EDGE CON
C.
CONC. PAVING
CURB
GU
TTER
FENCE6' CHAIN LINK
CONC
48" RCP
HEDGE
HEDGE
ROOF
CONC.
CONC.
FH
WM
PP
GU
A
RD FENCE
GUARD FENCE
6' CHAIN LINK FENCE
GAS PUMP
TANKABOVE GROUND
W/C RAMP
ROOF OVER HANG
RAMP
30
" RCP
GUY
PP TPED
TPED
PP
36" RCPSIGN
DRWYGRAVEL
ASPHALT PAVING
ASP
HA
LT PAV
ING
BRICK BLDG.
ONE STORY
WOOD FENCE
DITCH FL
TB EP EP TB
DITCH FL
TB
OE
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
OE
WV
48" RCP
CONC.
T
TPED
WOOD FENCE
DITCH FL
EP
EP
TB
DITCH FL
TB
GI
2" CREPE MYRTLE
2" CREPE MYRTLE
2" CREPE MYRTLE
CONCRETE
FOC SIGN
12" WATER LINE12" WATER LINE
8" WATE
R LINE
SBC 12-4" "C" PVC SBC 12-4" "C" PVC
SBC MH
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTE
RPOINT ENERGY 2" IP PLA GAS LINE
12" PVC
BORE B-5
BORE B-6
ENTEX PL
ENTEX PL
(ABANDONED) 6" SANITARY FORCE MAIN 6" SANITARY FORCE MAIN
12" WATER LINE
10
'
x4
' RC
B
10
'
x4
' RCB
12
" SANITARY
2
0
2
0
2
0
2
0
2
0
2
0
2
2
2
0
2
0
2
0
2
0
2
0
2
0
2
2
2
0
2
0
2
0
2
0
2
0
1
8
2
0
2
2
2
2
2
0
2
0
1
8
2
0
2
0
2
0
2
0
1
8
2
0
2
0
2
0
2
0
2
2
2
0
2
2
2
0
2
0
2
0
1
82
0
2
0
1
8
1
8
2
0
2
0
2
0
1
8
2
0
2
0
2
0
1
8
2
0
1
8
1
8
2
0
2
0
2
0
2
0
2
0
1
8
2
2
2
0
2
2
2
0
2
0
2
2
2
0
2
2
2
0
2
2
2
2
2
2
1
8
2
0
2
2
2
2
2
0
2
2
2
2
2
0
2
2
2
2
2
0
2
0
2
2
2
0
2
0
1
8
2
0
2
0
2
2
2
0
2
0
2
2
2
0
2
2
2
0
2
4
2
2
1
8
2
0
2
0
2
8
2
0
2
0
2
6
2
0
1
8
2
4
2
0
2
0
1
8
2
2
2
4
2
0
2
01
8
2
0
1
8
2
0
1
8
2
0
2
0
2
0
1
8
2
2
2
0
2
0
1
8
2
0
2
0
2
0
2
2
2
0
2
0
2
0
54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00PI 71+00 72+00
PI
73+00 74+00 75+00 76+00 77+00 78+00
PI
79+00
0+
00
1+
00
2+
00
2
+0
0
1
+0
0
0
+0
0
53+00
LEGEND
126
SENS ROAD
S
P
E
N
C
E
R
H
IG
H
W
A
Y
C2-2
B5-1
B6-1
B3
B4
B5
75+00
70+0065+0060+00
N
O
R
T
H
'
C
'
S
T
.
N
O
R
T
H
'
D
'
S
T
.
DRAINAGE AREA MAP
1"=100'
M
ATC
H
L
IN
E
"
A"
DIRECTION OF FLOW
DRAINAGE AREA BOUNDARY
EXISTING CONTOURS
C5
C6
C4
C
2
-
1
C1-1
C3
C2
C1
B3-2 B3-1
B6
B4-1
SHEET 1 OF 2
B
6
-
2
D1 D2
C4-1
31
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
N
:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:12
:0
7
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
e
n
t
F
I
L
E
:
\
\
H
o
u
f
i
l
e
\
b
b
i
\
T
r
a
n
s
\
1
0
2
3
0
1
\
2
0
1
3
0
3
2
9
_
S
e
n
s
D
r
a
i
n
a
g
e
R
e
v
i
s
i
o
n
s
\
D
r
a
w
i
n
g
\
D
R
I
M_
0
0
2
.
d
g
n
3
/
16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
1
8
2
0
1
8
1
8
2
0
1
8
1
8
1
8
1
8
2
0
1
8
2
0
2
0
1
8
1
8
2
0
1
8
2
0
1
6
2
0
1
6
2
0
1
8
2
0
2
0
2
0
2
0
1
8
2
0
2
0
2
0
2
0
2
0
2
0
2
0
2
2
2
0
2
0
2
0
2
0
1
6
1
6
1
6
1
8
2
0
1
8
1
8
2
0
1
8
2
0
2
0
1
8
1
6
1
6
1
8
1
8
1
8
1
8
1
8
2
2
2
0
2
0
2
0
2
0
2
0
2
0
2
0
1
8
2
0
2
0
2
0
2
0
2
0
2
0
2
0
2
0
2
0
1
6
2
4
2
2
2
0
2
0
2
0
2
0
2
0
2
0
2
0
2
0
2
0
1
8
2
2
2
0
2
0
1
6
2
2
2
0
2
0
2
2
1
8
1
6
2
0
1
8
2
0
2
0
2
0
2
2
2
0
2
0
2
0
1
6
2
2
2
0
1
8
2
0
2
0
1
8
2
0
2
0
2
0
1
8
2
0
2
2
2
0
2
0
2
0
2
0
2
0
2
2
2
0
1
6
2
0
2
0
1
8
2
0
2
0
2
0
2
0
2
2
2
0
2
0
2
0
2
2
20
W
T
T
WM
WM PP
MB
MB
GUY
CO 30" RCP30" RCP 36" RCP36" RCP
BOLARD BOLARD
TPED
GRASS
GRASS
GV
WM
SIGN
GV
LP
HEDGE
HEDGE
HEDGE
30" PECAN
CONC
CONC
PP
15" PECAN 15" PECAN 24" PECAN
GV
C/O
CONC
CONC
GRASS
6" OAK
24" RCP
WM
24" RCP
GRASS
ASPH. PARKING LOT
24" RCP
C/O
24" RCP
30" PECAN
DBL SIGN
6' WOOD FENCE
GRASS
DITCH FL
DITCH FL
DITCH FL
DITCH FL
DITCH FL
1•" IP STL GAS LINECENTERPOINT ENERGY
SBC 12-4" "C" PVC
10" SAN SWR 10" SAN SWR
WV
PP
2-STORY BLDG.
2- STORY HOUSE
PORCH
BRICK SIDEWALK
PORCH
6' WOOD FENCE
CONC.
1-STORY BRICK
PORCH
SIDEWALK
HEDGE PP HEDGE
MYRTLECREPT6"
MYRTLECREPT6"
TALLOW6"
2-STORY BLDG.
SIDEWALKHEDGE
SBC MH
CENTERPOINT ENERGY 4" HP STL GAS LINE
SBC 12-4" "C" PVC
8" WATER LINE
10" SAN SWR
OVERHEAD ELECTRIC
18.80
18.25
18.77
DITCH FL
17.31
16.76
17.28
4" HP STL GAS LINECENTERPOINT ENERGY
W
30"RCP
36"RCP
36"RCP30"RCP
30"RCP DITCH FL
DITCH FL
DITCH FL
DITCH FL
GRAVEL
DRIVE
GRAVEL DRIVE
MET
AL GU
ARD RAIL
MET
AL GUARD RAIL
ASPHALT ASPHALT
MH
SAN
PP
PP GVWMWMGV
WM WM
PP
POLE BARN
POLE BARN
TRASH
DITCH FL
HIGH BANK
HIGH BAN
K
TOETOEIN WOO
DS
HEAVY DEBRIS
(FALLEN DOWN)
TIN BLDG
.
WOODS
(FALLEN DO
WN)
TIN BLDG
.
HIGH BAN
K
HIGH
BANK
TOE
TOE
4' BRD.
FNC
WOOD
FENCE
CONC.
109316.73 110916.75
T
HEADWALL
GUARD FENCE
SIGN
GUARD FENCE
WOOD LINE
WM
MB
PP
PP
PP
PP
24" RCP
GAS LINE
SIGN
CONC
CONC
BLDG NOW GONE
WOOD FENCE
WOOD FENCE
WOOD FENCE
DITCH FL
DITCH FLPP
ASPHALT PAVING
TB
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
TB
TOP BANK DITCH
36" CEDAR
CONCRETE
2" CREPE MYRTLE
2" CREPE MYRTLE 2" CREPE MYRTLE
2" CREPE MYRTLE
LIGHTLIGHT
SIGN
COSV
SCB
GI
48" RCP
30" PVC
MHS
PP
T
BOLLARD
DIRT DWY
PP
GV C/O
24" RCP24" RCP
ASPH
6' CHAIN LINK FENCE1-STORY BLDG.
CONC.
PORCH
WM
ASPH
GAS LINEGAS LINE
GAS LINE
ASP
H.
DRWY
24" OAK
60" RCP
GV
PP
MBMB
POST
4" HB4" HB
10" HB
10" CEDAR
4" CEDAR
14" MAG.
8" PALM
PALM
PECAN
PORCH
HEDGE
WOOD FENCE
24" RCP
4' BRD.
FNC
4' BRD. FNC
8" ELM
12" ELM
DIRT DRWY
MB
18" HB
GA
S LINE
PP
GVWM
60" RCP
W. FAUCET
24" RCP
PP
PP
PP
PP
10" HB
ROAD
GRAVEL
S/T
4' BRD. FNC
WOOD LINE
4' BRD.
FNC.
HEADWALL
SIGN
PIPEL
INE
PIPELINE
PIPELINE
FRAME HOUSE1-STORY
HOUSEFRAME2-STORY
BLDG.1-STORY
PIPEL
INE
TOP BANK
OF DITCH
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB X
X
X X X
TB
DITCH FL
TBEP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP TB
DITCH FL
TB
MYRTLESCREPT
PIPELINE
GUARD RAIL CONCRETE
GM
MHW MHW
MHW
CO
CONCRETE
CONCRETE
WM
T
T
30" PECAN
ASPH. PARKING LOT
GAS LINEBOLLARDS
PPPP
DBL SIGN
GUY
GUY
BOLLARD
WM
GRASS
PP
PP
PP
WV
WV
PP
WV
FH
DI24" RCP
HEDGE 6' CHAIN LINK FENCE
6' CHA
IN LINK
FENCE
GAS LINE 24 PECAN
SIGN
GRASS
BOLLARD
6' CHAIN LINK FENCE
ASPH. PARKING LOT
DBL SIGN
TPED PP
BOLARD
ASPH.
WM W FAUCET
ASPH. PARKING LOT
6' CHAIN LINK FENCE
DITCH FL
BOLLARD
30" RCP
30" RCP
36" RCP
36
" RC
P
24" RCPDI
DITCH FL
BOLLARD
SIGNDBL
POST
ASPHALT PAVING
TB
DITCH FL
TBEP
EP
TB
DITCH FL
TB
TBTB
X
X
X X XX X X X X X X
X
X
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
TB
TB
TB
EP
EP
TB
DITCH FL TB
EP
EP TB
DITCH FL
TB
ASPHALT
PAVING
MHW TB
DITCH FL
TB
60" RCP 60" RCP 60" RCPGRAVEL
CONCRETEMHW
MHW
CONCRETE
24
" PVC
12" PVC
GI
GI
GI CONCRETE
MHW
SV
SCB
FH
SIGNSTOP
T T
T
8" WATE
R LINE
2" WATER LINE
8" WATER LINE
8" WATER LINE2" WATER LINE
8" WATER LINE
12" WATER LINE12" WATER LINE12" WATER LINE
SBC MH
SBC 12-4" "C" PVC SBC MH SBC 12-4" "C" PVC
SBC 12-4" "C" PVC
SBC MH SBC 12-4" "C" PVC
CENTERPOINT ENERGY 4" IP STL GAS LINE CENTERPOINT ENERGY 4" IP STL GAS LINE CENTERPOINT ENERGY 4" IP STL GAS LINE
8" WATER LINE
BORE B-9
BORE B-7
BORE B-8
•
"PLA GAS LINE
CENTE
RPOINT ENERGY
36"RCP36"RCP
ELECTRICOVERHEAD
8" WATER LINE
1
5
.
7
1
5
.
8
1
5
.
9
1
6
.
0
15.6
1
6
.
1
1
6
.
2
1
6
.
3
1
6
.
4
1
6
.
3
1
6
.
2
1
6
.
1
1
6
.
0
1
6
.
4
1
5
.
9
1
5
.
8
1
5
.
7
15.6
79+00 80+00 81+00 82+00 83+00 84+00
PI
85+00 86+00 87+00 88+00 89+00PI 90+00
91+00
PI
92+00 93+00 94+00 95+00 96+00 97+00 98+000
+0
0
2
+0
0
1
+0
0
A1
A6-3
A2
LEGEND
126
SENS ROADB2
A3-1
A480+00
85+00 90+00 95+00
M
A
T
C
H
L
IN
E
"
A
"
1"=100'
DRAINAGE AREA MAP
A3
(
F
2
1
6
-
0
0
-
0
0
)
L
IT
T
L
E
C
E
D
A
R
B
A
Y
O
U
A5
A6
B1-1
A5-3 A5-2 A5-1
A1-5
A
1-
3
A
1
-
2
A4-1A4-2
A
6
-
1
A
6
-
2
A
6
-
4
B
2
-
1B2-2
DIRECTION OF FLOW
DRAINAGE AREA BOUNDARY
EXISTING CONTOURS
SHEET 2 OF 2
H1H2
PROP. DETENTION POND
B1
A
2
-
4
A
2
-
3 A2-2
A
2
-
1
A
1
-
1
A
1
-
4
A5-4
32
A
3
-
2
B
1
-
2
B
1-
3
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
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:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:12
:11
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
e
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3/16/2015
TOMMY CROMER
97594
MAR 2015
268
NONE
HYDRAULIC CALCULATIONS
33
SHEET 1 OF 3
-----------------------------------------------------------------------------
0.35 0.05 Undeveloped
0.65 0.21 Dev/150' Strip
0.9 0.02 Pavement
A3-2 0.615 0.27 22.60 22.60 4.42 0.000 0.726
0.35 0.03 Undeveloped
0.65 0.42 Dev/150' Strip
0.9 0.03 Pavement
A5-4 0.647 0.48 23.60 23.60 4.30 0.000 1.336
0.35 0.07 Undeveloped
0.65 0.51 Dev/150' Strip
0.9 0.04 Pavement
A1-5 0.632 0.62 23.90 23.90 4.27 0.000 1.674
0.65 3.24 Dev/150' Strip
0.9 0.94 Pavement
H2 0.706 4.18 29.70 29.70 3.74 0.000 11.027
0.65 3.23 Dev/150' Strip
0.9 0.98 Pavement
H1 0.708 4.21 29.70 29.70 3.74 0.000 11.138
0.65 0.18 Dev/150' Strip
0.9 0.17 Pavement
A6-4 0.771 0.35 22.40 22.40 4.44 0.000 1.199
0.35 0.08 Undeveloped
0.65 0.72 Dev/150' Strip
0.9 0.01 Pavement
A6-3 0.623 0.81 24.40 24.40 4.22 0.000 2.130
0.35 0.02 Undeveloped
0.65 0.26 Dev/150' Strip
0.9 0.01 Pavement
A6-2 0.638 0.29 22.90 22.90 4.38 0.000 0.811
0.35 0.02 Undeveloped
0.65 0.24 Dev/150' Strip
0.9 0.01 Pavement
A6-1 0.637 0.27 22.80 22.80 4.39 0.000 0.756
0.9 0.35 Pavement
A6 0.9 0.35 10.00 10.00 6.76 0.000 2.131
0.35 0.03 Undeveloped
0.65 0.42 Dev/150' Strip
0.9 0.03 Pavement
A5-3 0.647 0.48 24.20 24.20 4.24 0.000 1.316
0.35 0.04 Undeveloped
0.65 0.63 Dev/150' Strip
0.9 0.04 Pavement
A5-2 0.647 0.71 23.40 23.40 4.33 0.000 1.988
0.35 0.07 Undeveloped
0.65 0.98 Dev/150' Strip
0.9 0.05 Pavement
A5-1 0.642 1.10 24.20 24.20 4.24 0.000 2.995
0.9 0.35 Pavement
A5 0.9 0.35 10.00 10.00 6.76 0.000 2.131
0.35 0.05 Undeveloped
0.65 0.47 Dev/150' Strip
0.9 0.01 Pavement
A4-2 0.626 0.53 23.80 23.80 4.28 0.000 1.422
0.35 0.11 Undeveloped
0.65 1.02 Dev/150' Strip
0.9 0.02 Pavement
A4-1 0.626 1.15 25.00 25.00 4.16 0.000 2.991
0.9 0.31 Pavement
A4 0.9 0.31 10.00 10.00 6.76 0.000 1.887
0.35 0.03 Undeveloped
0.65 0.40 Dev/150' Strip
0.9 0.03 Pavement
A3-1 0.647 0.46 23.50 23.50 4.31 0.000 1.284
0.35 0.02 Undeveloped
0.65 0.43 Dev/150' Strip
0.9 0.36 Pavement
A3 0.754 0.81 25.20 25.20 4.14 0.000 2.525
0.35 0.03 Undeveloped
0.65 0.34 Dev/150' Strip
0.9 0.01 Pavement
A2-4 0.633 0.38 23.30 23.30 4.34 0.000 1.043
0.35 0.03 Undeveloped
0.65 0.32 Dev/150' Strip
0.9 0.02 Pavement
A2-3 0.639 0.37 23.20 23.20 4.35 0.000 1.028
0.35 0.07 Undeveloped
0.65 0.63 Dev/150' Strip
0.9 0.02 Pavement
A2-2 0.628 0.72 24.20 24.20 4.24 0.000 1.916
0.35 0.01 Undeveloped
0.65 0.31 Dev/150' Strip
0.9 0.01 Pavement
A2-1 0.648 0.33 23.10 23.10 4.36 0.000 0.933
0.35 0.01 Undeveloped
0.9 0.32 Pavement
A2 0.883 0.33 10.00 10.00 6.76 0.000 1.972
0.35 0.02 Undeveloped
0.65 0.18 Dev/150' Strip
0.9 0.01 Pavement
A1-4 0.633 0.21 22.40 22.40 4.44 0.000 0.590
0.35 0.01 Undeveloped
0.65 0.16 Dev/150' Strip
0.9 0.01 Pavement
A1-3 0.647 0.18 22.20 22.20 4.46 0.000 0.520
0.35 0.04 Undeveloped
0.65 0.46 Dev/150' Strip
0.9 0.01 Pavement
A1-2 0.631 0.51 23.70 23.70 4.29 0.000 1.382
0.35 0.01 Undeveloped
0.65 0.17 Dev/150' Strip
A1-1 0.633 0.18 22.30 22.30 4.45 0.000 0.507
0.9 0.34 Pavement
A1 0.9 0.34 10.00 10.00 6.76 0.000 2.070
-----------------------------------------------------------------------------
(acre) (min) (min) (in/hr) (cfs) (cfs)
ID C Value Area Tc Tc Used Intensity Supply Q Total Q
=============================================================================
Runoff Computation for Design Frequency.
===========================================
OUTPUT FOR DESIGN FREQUENCY of: 2 Years
MEASUREMENT UNITS: ENGLISH
DESIGN FREQUENCY : 2 Years
PROJECT DESCRIPTION : System A
JOB NUMBER : 102301
PROJECT NAME : Sens Road
Run @ 3/5/2015 3:11:21 PM
WinStorm (STORM DRAIN DESIGN) Version 3.05, Jan. 25, 2002
---------------------------------------------------------------------------------
F126N Outlt 0.692 20.80 34.38 3.40 0.000 0.00 48.952
MH7A CircMh 0.696 15.56 31.33 3.61 0.000 0.00 39.081
MH2 CircMh 0.705 2.41 24.83 4.17 0.000 0.00 7.093
A3-2 Grate 0.615 0.27 22.60 4.42 0.000 0.00 0.726
ST3-2 Junct 0.689 13.98 30.24 3.69 0.000 0.00 35.584
STUB Junct 0.687 18.46 32.63 3.52 0.000 0.00 44.596
JB5 CircMh 0.692 20.80 34.38 3.40 0.000 0.00 48.952
MH7 CircMh 0.691 20.45 33.46 3.46 0.000 0.00 48.879
MH6 BoxMh 0.688 17.75 32.31 3.54 0.000 0.00 43.256
JB3 JnctBx 0.691 13.71 30.12 3.70 0.000 0.00 35.066
JB2 JnctBx 0.695 8.00 29.88 3.72 0.000 0.00 20.687
MH5 CircMh 0.680 3.79 25.85 4.07 0.000 0.00 10.498
MH4 CircMh 0.696 2.80 25.43 4.11 0.000 0.00 8.017
A1-5 Grate 0.632 0.62 23.90 4.27 0.000 0.00 1.674
MH3 CircMh 0.701 2.59 25.14 4.14 0.000 0.00 7.523
MH1 CircMh 0.643 0.51 23.82 4.28 0.000 0.00 1.404
H2 Junct 0.706 4.18 29.70 3.74 0.000 0.00 11.027
H1 Junct 0.708 4.21 29.70 3.74 0.000 0.00 11.138
A6-4 Grate 0.771 0.35 22.40 4.44 0.000 0.00 1.199
A6-3 Grate 0.623 0.81 24.40 4.22 0.000 0.00 2.130
A6-2 Grate 0.638 0.29 22.90 4.38 0.000 0.00 0.811
A2-4 Grate 0.633 0.38 23.30 4.34 0.000 0.00 1.043
A2-3 Grate 0.639 0.37 23.20 4.35 0.000 0.00 1.028
A2-2 Grate 0.628 0.72 24.20 4.24 0.000 0.00 1.916
A2-1 Grate 0.648 0.33 23.10 4.36 0.000 0.00 0.933
A2 Curb 0.708 1.05 24.20 4.24 0.000 0.00 3.152
A1-4 Grate 0.633 0.21 22.40 4.44 0.000 0.00 0.590
A1-3 Grate 0.647 0.18 22.20 4.46 0.000 0.00 0.520
A1-2 Grate 0.631 0.51 23.70 4.29 0.000 0.00 1.382
A1-1 Grate 0.633 0.18 22.30 4.45 0.000 0.00 0.507
A1 Curb 0.739 0.85 23.85 4.28 0.000 0.00 2.686
A5-3 Grate 0.647 0.48 24.20 4.24 0.000 0.00 1.316
A5-2 Grate 0.647 0.71 23.40 4.33 0.000 0.00 1.988
A6-1 Grate 0.632 1.09 24.34 4.23 0.000 0.00 2.911
A6 Curb 0.707 1.16 24.40 4.22 0.000 0.00 3.459
A5-1 Grate 0.642 1.10 24.20 4.24 0.000 0.00 2.995
A5 Curb 0.754 0.83 24.33 4.23 0.000 0.00 2.643
A4-2 Grate 0.626 0.53 23.80 4.28 0.000 0.00 1.422
A4-1 Grate 0.627 1.53 25.00 4.16 0.000 0.00 3.990
A4 Curb 0.900 0.31 10.00 6.76 0.000 0.00 1.887
A3-1 Grate 0.647 0.46 23.50 4.31 0.000 0.00 1.284
A3 Curb 0.715 1.27 25.20 4.14 0.000 0.00 3.756
---------------------------------------------------------------------------------
(acres) (min) (in/hr) cfs) (cfs) (cfs)
I.D. Type C-Value Dr.Area Tc Supply Q Q in Node Disch.
Node Node Weighted Cumulat. Cumulat. Intens. User Additional Total
=================================================================================
Cumulative Junction Discharge Computations
--------------------------------------------------------------------------------
A3-2 Grate n/a 7.24 3.28 0.726 7.902 0.102 1.73 1.73
A1-5 Grate n/a 8.42 4.38 1.674 9.190 0.161 8.30 8.30
A6-4 Grate n/a 8.42 4.38 1.199 9.190 0.129 1.76 1.76
A6-3 Grate n/a 7.52 3.53 2.130 8.207 0.203 2.52 2.52
A6-2 Grate n/a 8.42 4.38 0.811 9.190 0.099 1.53 1.53
A2-4 Grate n/a 7.24 3.28 1.043 3.951 0.130 1.67 1.69
A2-3 Grate n/a 7.24 3.28 1.028 3.951 0.128 1.89 1.89
A2-2 Grate n/a 8.42 4.39 1.916 9.190 0.176 2.40 2.50
A2-1 Grate n/a 7.24 3.28 0.933 3.951 0.120 1.91 1.91
A2 Curb 5.00 n/a n/a 1.972 6.261 0.231 8.85 8.85
A1-4 Grate n/a 7.24 3.28 0.590 3.951 0.089 1.19 1.19
A1-3 Grate n/a 7.24 3.28 0.520 3.951 0.081 1.14 1.14
A1-2 Grate n/a 7.24 3.28 1.382 3.951 0.156 2.21 2.21
A1-1 Grate n/a 7.24 3.28 0.507 3.951 0.080 1.51 1.51
A1 Curb 5.00 n/a n/a 2.070 6.261 0.239 9.00 9.00
A5-3 Grate n/a 8.42 4.38 1.316 4.595 0.137 1.83 2.01
A5-2 Grate n/a 8.42 4.38 1.988 4.595 0.180 2.43 2.43
A6-1 Grate n/a 8.42 4.38 0.756 9.190 0.095 1.25 1.15
A6 Curb 5.00 n/a n/a 2.131 6.261 0.244 9.10 9.10
A5-1 Grate n/a 8.42 4.38 2.995 4.595 0.237 2.84 2.18
A5 Curb 5.00 n/a n/a 2.131 6.261 0.244 9.10 9.10
A4-2 Grate n/a 8.42 4.38 1.422 9.190 0.144 1.88 1.83
A4-1 Grate n/a 8.42 4.38 2.991 4.595 0.237 2.49 1.92
A4 Curb 5.00 n/a n/a 1.887 6.261 0.225 7.45 7.65
A3-1 Grate n/a 7.24 3.28 1.284 3.951 0.149 1.59 2.07
A3 Curb 5.00 n/a n/a 2.525 6.261 0.273 9.40 9.70
--------------------------------------------------------------------------------
(ft) (ft) (sf) (cfs) (cfs) (ft) (ft) (ft)
ID Type Perim Area Capacity Head Left Right
Inlet Inlet Length Grate Total Q Inlet Total Ponded Width
================================================================================
Sag Inlets Computation Data.
----------------------------------------------------------------------------------
A3-2 Grate 7.24 3.28 0.2025.00 0.20 25.00 0.030 n/a 0.50 18.95
A1-5 Grate 8.42 4.38 0.25 2.00 0.25 2.00 0.014 n/a 0.50 18.15
A6-4 Grate 8.42 4.38 0.5025.00 0.50 25.00 0.030 n/a 0.50 18.54
A6-3 Grate 7.52 3.53 0.2425.00 0.24 25.00 0.030 n/a 0.50 18.20
A6-2 Grate 8.42 4.38 0.5025.00 0.50 25.00 0.030 n/a 0.50 20.20
A2-4 Grate 7.24 3.28 0.5025.00 0.47 25.00 0.030 n/a 0.50 18.63
A2-3 Grate 7.24 3.28 0.2525.00 0.25 25.00 0.030 n/a 0.50 18.87
A2-2 Grate 8.42 4.39 0.2525.00 0.20 25.00 0.030 n/a 0.50 18.20
A2-1 Grate 7.24 3.28 0.2025.00 0.20 25.00 0.030 n/a 0.50 19.14
A2 Curb 5.00 n/a 0.25 2.00 0.25 2.00 0.014 1.50 0.50 19.54
A1-4 Grate 7.24 3.28 1.0025.00 1.00 25.00 0.030 n/a 0.50 18.20
A1-3 Grate 7.24 3.28 1.0025.00 1.00 25.00 0.030 n/a 0.50 18.20
A1-2 Grate 7.24 3.28 0.2025.00 0.20 25.00 0.030 n/a 0.50 18.30
A1-1 Grate 7.24 3.28 0.2025.00 0.20 25.00 0.030 n/a 0.50 18.40
A1 Curb 5.00 n/a 0.25 2.00 0.25 2.00 0.014 1.50 0.50 19.54
A5-3 Grate 8.42 4.38 0.5025.00 0.30 25.00 0.030 n/a 0.50 17.70
A5-2 Grate 8.42 4.38 0.2525.00 0.25 25.00 0.030 n/a 0.50 18.15
A6-1 Grate 8.42 4.38 1.2025.00 2.00 25.00 0.030 n/a 0.50 18.50
A6 Curb 5.00 n/a 0.25 2.00 0.25 2.00 0.014 1.50 0.50 20.10
A5-1 Grate 8.42 4.38 0.2525.00 1.00 25.00 0.030 n/a 0.50 18.80
A5 Curb 5.00 n/a 0.25 2.00 0.25 2.00 0.014 1.50 0.50 20.10
A4-2 Grate 8.42 4.38 0.5025.00 0.58 25.00 0.030 n/a 0.50 18.60
A4-1 Grate 8.42 4.38 0.5025.00 2.00 25.00 0.030 n/a 0.50 20.60
A4 Curb 5.00 n/a 0.58 2.00 0.50 2.00 0.014 1.50 0.50 20.23
A3-1 Grate 7.24 3.28 1.0025.00 0.25 25.00 0.030 n/a 0.50 18.36
A3 Curb 5.00 n/a 0.30 2.00 0.25 2.00 0.014 1.50 0.50 19.68
----------------------------------------------------------------------------------
(ft) (sf) (%) (%) (%) (%) (ft) (ft) (ft)
ID Type Perim. Area Long Trans Long Trans n DeprW Allowed Elev.
Inlet Inlet Length/ Grate Left-Slope Right-Slope Gutter Depth Critic
==================================================================================
Sag Inlets Configuration Data.
Grate inlet in sag Id=A2-4 has a % reduction safety factor = 50
Grate inlet in sag Id=A2-3 has a % reduction safety factor = 50
Grate inlet in sag Id=A2-1 has a % reduction safety factor = 50
Grate inlet in sag Id=A1-4 has a % reduction safety factor = 50
Grate inlet in sag Id=A1-3 has a % reduction safety factor = 50
Grate inlet in sag Id=A1-2 has a % reduction safety factor = 50
Grate inlet in sag Id=A1-1 has a % reduction safety factor = 50
Grate inlet in sag Id=A5-3 has a % reduction safety factor = 50
Grate inlet in sag Id=A5-2 has a % reduction safety factor = 50
Grate inlet in sag Id=A5-1 has a % reduction safety factor = 50
Grate inlet in sag Id=A4-1 has a % reduction safety factor = 50
Grate inlet in sag Id=A3-1 has a % reduction safety factor = 50
Runoff Frequency of: 2 Years
Warning Messages for current project:
NORMAL TERMINATION OF WINSTORM.
* Super critical flow.
===================================END============================================
43* 17.40 17.40 0.028 0.55 2.00 5.34 1.20 3.76 22.63 0.000
40 17.44 17.44 0.002 0.48 2.00 1.78 0.33 1.04 8.20 0.000
42 17.42 17.40 0.013 2.00 3.60 2.97 1.65 35.58 77.25 0.000
18 17.44 17.44 0.014 0.62 2.00 3.26 0.85 2.69 13.06 0.000
41 17.42 17.42 0.001 0.47 2.00 1.29 0.23 0.73 5.84 0.000
39 17.37 17.35 0.021 2.25 3.83 3.30 1.94 44.60 76.27 0.000
38 17.37 17.37 0.008 0.63 2.00 2.37 0.63 1.99 9.50 0.000
37 17.36 17.35 0.023 0.81 2.00 2.89 1.10 3.46 10.22 0.000
36* 17.36 17.36 0.009 0.41 2.00 4.53 0.68 2.13 22.63 0.000
35 17.32 17.32 0.003 0.44 2.00 2.36 0.38 1.20 11.31 0.000
34 17.35 17.35 0.014 0.59 2.00 3.45 0.84 2.64 14.31 0.000
33 17.35 17.35 0.003 0.53 2.00 1.97 0.42 1.32 8.26 0.000
32 17.39 17.38 0.017 0.72 2.00 2.87 0.93 2.91 10.67 0.000
31 17.39 17.39 0.001 0.38 2.00 1.99 0.26 0.81 10.56 0.000
30 17.39 17.39 0.004 0.56 2.00 1.96 0.45 1.42 8.06 0.000
29 17.38 17.38 0.018 0.70 2.00 3.04 0.95 3.00 11.31 0.000
27* 17.40 17.40 0.007 0.28 2.00 7.05 0.60 1.89 44.74 0.000
26 17.40 17.40 0.003 0.59 2.00 1.64 0.41 1.28 6.82 0.000
25 17.44 17.42 0.031 0.83 2.00 3.25 1.27 3.99 11.13 0.000
24* 17.42 17.42 0.004 0.52 3.48 5.27 0.79 11.03 152.07 0.000
23* 17.42 17.42 0.004 0.49 3.43 5.66 0.81 11.14 167.23 0.000
22 17.43 17.43 0.002 0.41 2.00 2.25 0.33 1.03 11.31 0.000
21 17.43 17.43 0.005 0.63 2.00 2.00 0.53 1.67 7.76 0.000
20 17.43 17.43 0.001 0.38 2.00 1.45 0.19 0.59 7.76 0.000
19 17.44 17.44 0.001 0.35 2.00 1.40 0.17 0.52 7.76 0.000
17 17.45 17.44 0.019 0.78 2.00 2.77 1.00 3.15 10.02 0.000
16* 17.45 17.45 0.289 0.52 1.00 4.60 2.44 1.92 3.56 0.000
15 17.44 17.44 0.004 0.56 2.00 1.91 0.44 1.38 7.76 0.000
14 17.44 17.44 0.002 0.50 1.86 1.52 0.31 0.93 6.82 0.000
2 17.44 17.44 0.005 1.04 3.21 2.96 0.77 7.09 35.90 0.000
13 17.44 17.44 0.001 0.34 2.00 1.41 0.16 0.51 7.76 0.000
12 17.32 17.31 0.025 2.50 4.00 3.26 2.04 48.95 68.15 0.000
11 17.35 17.32 0.025 2.13 3.98 3.83 2.05 48.88 90.70 0.000
10 17.38 17.37 0.019 2.00 3.75 3.60 1.92 43.26 82.80 0.000
9 17.40 17.38 0.016 2.00 3.71 3.26 1.76 39.08 80.61 0.000
8 17.42 17.42 0.013 1.75 3.50 3.34 1.67 35.07 89.43 0.000
7 17.42 17.42 0.007 1.25 3.48 3.31 1.19 20.69 79.15 0.000
6 17.43 17.42 0.011 1.37 3.43 3.02 1.10 10.50 32.36 0.000
5 17.43 17.43 0.006 1.20 3.32 2.74 0.85 8.02 32.28 0.000
4 17.44 17.43 0.006 1.15 3.25 2.74 0.81 7.52 32.48 0.000
1 17.44 17.44 0.000 0.46 3.14 1.85 0.15 1.40 36.82 0.000
----------------------------------------------------------------------------------
(ft) (ft) (%) (ft) (ft) (f/s) (f/s) (cfs) (cfs) (ft)
Run# US Elev DS Elev Fr.Slope Unif. Actual Unif. Actual Q Cap Loss
Hydraulic Gradeline Depth Velocity Junc
==================================================================================
Conveyance Hydraulic Computations. Tailwater = 17.310 (ft)
----------------------------------------------------------------------------------
43 A3 MH7A 14.49 14.48 Circ 1 0.00 2.00 1.00 1.00 0.013
40 A2-4 A4-1 15.13 15.00 Circ 1 0.00 2.00 99.00 0.13 0.013
42 ST3-2 MH7A 13.92 13.80 Box 1 6.00 4.00 193.00 0.06 0.013
18 A1 MH2 14.31 14.30 Circ 1 0.00 2.00 3.00 0.33 0.013
41 A3-2 ST3-2 14.45 14.44 Circ 1 0.00 2.00 15.00 0.07 0.013
39 STUB MH7 13.62 13.52 Box 1 6.00 4.00 165.00 0.06 0.013
38 A5-2 STUB 14.90 14.87 Circ 1 0.00 2.00 17.00 0.18 0.013
37 A6 MH7 15.08 14.98 Circ 1 0.00 2.00 49.00 0.20 0.013
36 A6-3 A6 15.09 15.08 Circ 1 0.00 2.00 1.00 1.00 0.013
35 A6-4 JB5 14.50 14.32 Circ 1 0.00 2.00 72.00 0.25 0.013
34 A5 MH7 13.58 13.57 Circ 1 0.00 2.00 2.50 0.40 0.013
33 A5-3 A5 13.60 13.58 Circ 1 0.00 2.00 15.00 0.13 0.013
32 A6-1 MH6 13.92 13.80 Circ 1 0.00 2.00 54.00 0.22 0.013
31 A6-2 A6-1 14.09 13.92 Circ 1 0.00 2.00 78.00 0.22 0.013
30 A4-2 A6-1 14.00 13.92 Circ 1 0.00 2.00 63.00 0.13 0.013
29 A5-1 MH6 14.50 14.46 Circ 1 0.00 2.00 16.00 0.25 0.013
27 A4 MH7A 15.91 13.80 Circ 1 0.00 2.00 54.00 3.91 0.013
26 A3-1 A3 14.50 14.49 Circ 1 0.00 2.00 11.00 0.09 0.013
25 A4-1 JB3 15.00 14.85 Circ 1 0.00 2.00 62.00 0.24 0.013
24 H2 JB3 14.50 13.94 Box 1 4.00 4.00 81.00 0.69 0.013
23 H1 JB2 14.50 13.99 Box 1 4.00 4.00 61.00 0.84 0.013
22 A2-3 MH5 14.30 14.14 Circ 1 0.00 2.00 64.00 0.25 0.013
21 A1-5 MH5 14.16 14.14 Circ 1 0.00 2.00 17.00 0.12 0.013
20 A1-4 MH4 14.52 14.50 Circ 1 0.00 2.00 17.00 0.12 0.013
19 A1-3 MH3 14.52 14.50 Circ 1 0.00 2.00 17.00 0.12 0.013
17 A2 MH2 14.40 14.30 Circ 1 0.00 2.00 51.00 0.20 0.013
16 A2-2 A2 14.41 14.40 Circ 1 0.00 1.00 1.00 1.00 0.013
15 A1-2 A1 14.33 14.31 Circ 1 0.00 2.00 17.00 0.12 0.013
14 A2-1 MH1 15.64 15.58 Circ 1 0.00 2.00 66.00 0.09 0.013
2 MH2 MH3 14.30 14.23 Circ 1 0.00 3.50 55.00 0.13 0.013
13 A1-1 MH1 14.47 14.45 Circ 1 0.00 2.00 17.00 0.12 0.013
12 JB5 F126N 13.34 13.31 Box 1 6.00 4.00 62.00 0.05 0.013
11 MH7 JB5 13.52 13.34 Box 1 6.00 4.00 210.00 0.09 0.013
10 MH6 STUB 13.67 13.62 Box 1 6.00 4.00 70.00 0.07 0.013
9 MH7A MH6 13.80 13.67 Box 1 6.00 4.00 192.00 0.07 0.013
8 JB3 ST3-2 13.94 13.92 Box 1 6.00 4.00 24.00 0.08 0.013
7 JB2 JB3 13.99 13.94 Box 1 5.00 4.00 48.00 0.10 0.013
6 MH5 JB2 14.11 13.99 Circ 1 0.00 3.50 116.00 0.10 0.013
5 MH4 MH5 14.18 14.11 Circ 1 0.00 3.50 68.00 0.10 0.013
4 MH3 MH4 14.23 14.18 Circ 1 0.00 3.50 48.00 0.10 0.013
1 MH1 MH2 14.45 14.30 Circ 1 0.00 3.50 112.00 0.13 0.013
----------------------------------------------------------------------------------
(ft) (ft) (ft) (ft) (ft) (%)
US DS US DS Shape # Span Rise Length Slope n_value
Run# Node I.D. Flowline Elev.
==================================================================================
Conveyance Configuration Data
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:12
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CAD
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3/16/2015
TOMMY CROMER
97594
MAR 2015
268
NONE
HYDRAULIC CALCULATIONS
34
SHEET 2 OF 3
----------------------------------------------------------------------------------
B1-3 Grate 7.24 3.28 0.2325.00 0.11 25.00 0.030 n/a 0.50 19.75
B6-1 Grate 8.42 4.39 0.3025.00 0.14 25.00 0.030 n/a 0.50 19.55
B6 Curb 5.00 n/a 0.26 2.00 0.25 2.00 0.014 1.50 0.50 20.35
B5-1 Grate 7.24 3.28 0.3525.00 0.50 25.00 0.030 n/a 0.50 19.07
B5 Curb 5.00 n/a 0.26 2.00 0.25 2.00 0.014 1.50 0.50 20.35
B3-2 Grate 7.24 3.28 0.2325.00 0.23 25.00 0.030 n/a 0.50 18.45
B4-1 Grate 8.42 4.39 0.2325.00 0.05 25.00 0.030 n/a 0.50 19.18
B4 Curb 5.00 n/a 0.25 2.00 0.25 2.00 0.014 1.50 0.50 20.28
B3-1 Grate 7.24 3.28 0.3525.00 0.14 25.00 0.030 n/a 0.50 17.78
B3 Curb 5.00 n/a 0.25 2.00 0.25 2.00 0.014 1.50 0.50 20.28
B2-2 Grate 8.42 4.39 0.3125.00 0.37 25.00 0.030 n/a 0.50 18.59
B2-1 Grate 7.24 3.28 1.0025.00 0.95 25.00 0.030 n/a 0.50 19.28
B2 Curb 5.00 n/a 0.54 2.00 0.25 2.00 0.014 1.50 0.50 19.58
B1-2 Grate 7.24 3.28 0.2525.00 0.94 25.00 0.030 n/a 0.50 19.10
B1-1 Grate 7.24 3.28 0.1825.00 1.00 25.00 0.030 n/a 0.50 18.48
B1 Curb 5.00 n/a 0.54 2.00 0.25 2.00 0.014 1.50 0.50 19.63
----------------------------------------------------------------------------------
(ft) (sf) (%) (%) (%) (%) (ft) (ft) (ft)
ID Type Perim. Area Long Trans Long Trans n DeprW Allowed Elev.
Inlet Inlet Length/ Grate Left-Slope Right-Slope Gutter Depth Critic
==================================================================================
Sag Inlets Configuration Data.
-----------------------------------------------------------------------------
0.35 0.05 Undeveloped
0.65 0.67 Dev/150' Strip
0.9 0.03 Pavement
B1-3 0.64 0.75 24.30 24.30 4.23 0.000 2.030
0.65 4.34 Dev/150' Strip
0.9 1.52 Pavement
D2 0.715 5.86 30.70 30.70 3.66 0.000 15.323
0.65 4.99 Dev/150' Strip
0.9 1.27 Pavement
D1 0.701 6.26 30.60 30.60 3.67 0.000 16.079
0.35 0.19 Undeveloped
0.65 1.47 Dev/150' Strip
B6-1 0.616 1.66 25.70 25.70 4.09 0.000 4.177
0.9 0.35 Pavement
B6 0.9 0.35 10.00 10.00 6.76 0.000 2.131
0.35 0.13 Undeveloped
0.65 1.47 Dev/150' Strip
0.9 0.08 Pavement
B5-1 0.639 1.68 25.70 25.70 4.09 0.000 4.386
0.9 0.28 Pavement
B5 0.9 0.28 10.00 10.00 6.76 0.000 1.705
0.35 0.06 Undeveloped
0.65 0.33 Dev/150' Strip
0.9 0.03 Pavement
B3-2 0.625 0.42 23.20 23.20 4.35 0.000 1.141
0.35 0.20 Undeveloped
0.65 1.65 Dev/150' Strip
B4-1 0.618 1.85 25.90 25.90 4.07 0.000 4.648
0.9 0.34 Pavement
B4 0.9 0.34 10.00 10.00 6.76 0.000 2.070
0.35 0.08 Undeveloped
0.65 1.18 Dev/150' Strip
0.9 0.06 Pavement
B3-1 0.643 1.32 25.30 25.30 4.13 0.000 3.504
0.9 0.36 Pavement
B3 0.9 0.36 10.00 10.00 6.76 0.000 2.192
0.35 0.16 Undeveloped
0.65 1.29 Dev/150' Strip
0.9 0.01 Pavement
B2-2 0.619 1.46 25.50 25.50 4.11 0.000 3.711
0.65 0.17 Dev/150' Strip
0.9 0.16 Pavement
B2-1 0.771 0.33 22.30 22.30 4.45 0.000 1.133
0.9 0.34 Pavement
B2 0.9 0.34 10.00 10.00 6.76 0.000 2.070
0.35 0.02 Undeveloped
0.65 0.27 Dev/150' Strip
0.9 0.01 Pavement
B1-2 0.638 0.30 22.90 22.90 4.38 0.000 0.839
0.9 0.09 Pavement
B1-1 0.9 0.09 10.00 10.00 6.76 0.000 0.548
0.9 0.37 Pavement
B1 0.9 0.37 10.00 10.00 6.76 0.000 2.253
-----------------------------------------------------------------------------
(acre) (min) (min) (in/hr) (cfs) (cfs)
ID C Value Area Tc Tc Used Intensity Supply Q Total Q
=============================================================================
Runoff Computation for Design Frequency.
===========================================
OUTPUT FOR DESIGN FREQUENCY of: 2 Years
MEASUREMENT UNITS: ENGLISH
DESIGN FREQUENCY : 2 Years
PROJECT DESCRIPTION : System B
JOB NUMBER : 102301
PROJECT NAME : Sens Road
Run @ 3/5/2015 3:39:17 PM
WinStorm (STORM DRAIN DESIGN) Version 3.05, Jan. 25, 2002
----------------------------------------------------------------------------------
28 B5-1 B5 15.46 15.45 Circ 1 0.00 2.00 11.00 0.09 0.013
27 B2-1 STB1-1 14.04 13.95 Circ 1 0.00 2.00 54.00 0.17 0.013
26 B1-1 STB1-1 14.00 13.95 Circ 1 0.00 2.00 15.00 0.33 0.013
25 B2 STB-1 14.20 14.15 Circ 1 0.00 2.00 49.00 0.10 0.013
24 B2-2 B2 14.21 14.20 Circ 1 0.00 2.00 1.00 1.00 0.013
23 B1 STB-1 14.16 14.15 Circ 1 0.00 2.00 1.00 1.00 0.013
22 B1-2 B1 14.17 14.16 Circ 1 0.00 2.00 11.00 0.09 0.013
21 B1-3 JB1-1 14.36 14.34 Circ 1 0.00 2.00 15.00 0.13 0.013
20 B4 JB3-1 17.20 17.10 Circ 1 0.00 2.00 48.00 0.21 0.013
19 B4-1 B4 17.21 17.20 Circ 1 0.00 2.00 1.00 1.00 0.013
18 B3 JB3-1 14.26 14.25 Circ 1 0.00 2.00 1.00 1.00 0.013
17 B3-1 B3 14.28 14.26 Circ 1 0.00 2.00 11.00 0.18 0.013
16 B3-2 STUB1 14.97 14.95 Circ 1 0.00 2.00 18.00 0.11 0.013
15 D2 JB3-2 15.20 15.06 Box 1 4.00 3.00 111.00 0.13 0.013
14 D1 JB5-1 15.68 15.16 Box 1 4.00 3.00 71.00 0.73 0.013
13 STB1-1 OUT 13.45 13.41 Box 1 7.00 3.00 44.00 0.09 0.013
12 JB1-2 STB1-1 13.60 13.45 Box 1 7.00 3.00 133.00 0.11 0.013
11 STB-1 JB1-2 13.65 13.60 Box 1 7.00 3.00 40.00 0.13 0.013
10 JB1-1 STB-1 13.89 13.65 Box 1 7.00 3.00 144.00 0.17 0.013
9 JB3-1 JB1-1 14.25 13.89 Box 1 7.00 3.00 306.00 0.12 0.013
8 STUB1 JB3-1 14.45 14.25 Box 1 7.00 3.00 180.00 0.11 0.013
7 JB3-2 STUB1 14.50 14.45 Box 1 7.00 3.00 49.00 0.10 0.013
6 JB5-1 JB3-2 14.56 14.50 Box 1 6.00 3.00 49.00 0.12 0.013
4 MHB1 JB5-1 14.76 14.56 Circ 1 0.00 3.00 194.00 0.10 0.013
3 B5 MHB1 15.45 15.44 Circ 1 0.00 2.00 1.00 1.00 0.013
2 B6 MHB1 17.27 17.16 Circ 1 0.00 2.00 51.00 0.22 0.013
1 B6-1 B6 17.28 17.27 Circ 1 0.00 2.00 1.00 1.00 0.013
----------------------------------------------------------------------------------
(ft) (ft) (ft) (ft) (ft) (%)
US DS US DS Shape # Span Rise Length Slope n_value
Run# Node I.D. Flowline Elev.
==================================================================================
Conveyance Configuration Data
---------------------------------------------------------------------------------
OUT Outlt 0.694 24.02 34.61 3.39 0.000 0.00 56.455
JB1-1 JnctBx 0.691 21.13 33.44 3.46 0.000 0.00 50.559
JB1-3 JnctBx 0.000 0.00 0.00 0.00 0.000 0.00 0.000
STB1-1 Junct 0.694 24.02 34.61 3.39 0.000 0.00 56.455
STB1-3 Junct 0.000 0.00 0.00 0.00 0.000 0.00 0.000
B1-3 Grate 0.640 0.75 24.30 4.23 0.000 0.00 2.030
STB-1 Junct 0.692 23.60 33.94 3.43 0.000 0.00 56.024
JB3-2 JnctBx 0.698 16.09 31.27 3.62 0.000 0.00 40.630
STUB1 Junct 0.697 16.51 31.48 3.60 0.000 0.00 41.401
MHB1 CircMh 0.671 3.97 25.96 4.06 0.000 0.00 10.814
JB1-2 JnctBx 0.692 23.60 33.94 3.43 0.000 0.00 56.024
D2 Junct 0.715 5.86 30.70 3.66 0.000 0.00 15.323
D1 Junct 0.701 6.26 30.60 3.67 0.000 0.00 16.079
JB3-1 JnctBx 0.693 20.38 32.24 3.55 0.000 0.00 50.066
JB5-1 JnctBx 0.689 10.23 30.79 3.65 0.000 0.00 25.733
B6-1 Grate 0.616 1.66 25.70 4.09 0.000 0.00 4.177
B6 Curb 0.665 2.01 25.70 4.09 0.000 0.00 5.464
B5-1 Grate 0.639 1.68 25.70 4.09 0.000 0.00 4.386
B5 Curb 0.676 1.96 25.78 4.08 0.000 0.00 5.405
B3-2 Grate 0.625 0.42 23.20 4.35 0.000 0.00 1.141
B4-1 Grate 0.618 1.85 25.90 4.07 0.000 0.00 4.648
B4 Curb 0.661 2.19 25.90 4.07 0.000 0.00 5.892
B3-1 Grate 0.643 1.32 25.30 4.13 0.000 0.00 3.504
B3 Curb 0.698 1.68 25.37 4.12 0.000 0.00 4.833
B2-2 Grate 0.619 1.46 25.50 4.11 0.000 0.00 3.711
B2-1 Grate 0.771 0.33 22.30 4.45 0.000 0.00 1.133
B2 Curb 0.672 1.80 25.50 4.11 0.000 0.00 4.967
B1-2 Grate 0.638 0.30 22.90 4.38 0.000 0.00 0.839
B1-1 Grate 0.900 0.09 10.00 6.76 0.000 0.00 0.548
B1 Curb 0.783 0.67 23.02 4.37 0.000 0.00 2.291
---------------------------------------------------------------------------------
(acres) (min) (in/hr) cfs) (cfs) (cfs)
I.D. Type C-Value Dr.Area Tc Supply Q Q in Node Disch.
Node Node Weighted Cumulat. Cumulat. Intens. User Additional Total
=================================================================================
Cumulative Junction Discharge Computations
--------------------------------------------------------------------------------
B1-3 Grate n/a 7.24 3.28 2.030 7.902 0.202 2.49 2.85
B6-1 Grate n/a 8.42 4.39 4.177 9.190 0.296 3.10 3.58
B6 Curb 5.00 n/a n/a 2.131 6.261 0.244 9.05 9.10
B5-1 Grate n/a 7.24 3.28 4.386 7.902 0.338 3.07 2.87
B5 Curb 5.00 n/a n/a 1.705 6.261 0.210 8.30 8.35
B3-2 Grate n/a 7.24 3.28 1.141 7.902 0.138 2.01 2.01
B4-1 Grate n/a 8.42 4.39 4.648 9.190 0.317 3.39 4.53
B4 Curb 5.00 n/a n/a 2.070 6.261 0.239 9.00 9.00
B3-1 Grate n/a 7.24 3.28 3.504 7.902 0.291 2.82 3.35
B3 Curb 5.00 n/a n/a 2.192 6.261 0.248 9.20 9.20
B2-2 Grate n/a 8.42 4.39 3.711 9.190 0.273 2.95 2.85
B2-1 Grate n/a 7.24 3.28 1.133 7.902 0.137 1.51 1.53
B2 Curb 5.00 n/a n/a 2.070 6.261 0.239 7.80 9.00
B1-2 Grate n/a 7.24 3.28 0.839 7.902 0.112 1.76 1.37
B1-1 Grate n/a 7.24 3.28 0.548 7.902 0.084 1.60 1.15
B1 Curb 5.00 n/a n/a 2.253 6.261 0.253 8.05 9.30
--------------------------------------------------------------------------------
(ft) (ft) (sf) (cfs) (cfs) (ft) (ft) (ft)
ID Type Perim Area Capacity Head Left Right
Inlet Inlet Length Grate Total Q Inlet Total Ponded Width
================================================================================
Sag Inlets Computation Data.
Discharge decreased downstream node Id= JB1-2 Previous intensity used.
Runoff Frequency of: 2 Years
Warning Messages for current project:
NORMAL TERMINATION OF WINSTORM.
* Super critical flow.
===================================END============================================
28 17.78 17.77 0.038 1.19 2.00 2.26 1.40 4.39 6.82 0.000
27 17.38 17.38 0.003 0.47 2.00 2.02 0.36 1.13 9.24 0.000
26* 17.38 17.38 0.001 0.28 2.00 2.04 0.17 0.55 13.06 0.000
25 17.49 17.47 0.048 1.25 2.00 2.40 1.58 4.97 7.23 0.000
24* 17.49 17.49 0.027 0.55 2.00 5.33 1.18 3.71 22.63 0.000
23* 17.47 17.47 0.010 0.43 2.00 4.62 0.73 2.29 22.63 0.000
22 17.47 17.47 0.001 0.47 2.00 1.50 0.27 0.84 6.82 0.000
21 17.53 17.53 0.008 0.69 2.00 2.12 0.65 2.03 8.26 0.000
20 18.29 17.96 0.068 1.09 1.09 3.35 3.35 5.89 10.33 0.000
19* 18.29 18.29 0.042 0.62 1.09 5.66 2.64 4.65 22.63 0.000
18* 17.65 17.65 0.046 0.63 2.00 5.71 1.54 4.83 22.63 0.000
17 17.65 17.65 0.024 0.84 2.00 2.78 1.12 3.50 9.65 0.000
16 17.70 17.70 0.003 0.53 2.00 1.71 0.36 1.14 7.54 0.000
15 17.73 17.72 0.015 1.17 2.66 3.27 1.44 15.32 43.96 0.000
14* 17.73 17.72 0.017 0.66 2.56 6.13 1.57 16.08 105.93 0.000
13 17.38 17.36 0.052 2.06 3.00 3.91 2.69 56.45 74.77 0.000
12 17.45 17.38 0.051 1.88 3.00 4.27 2.67 56.02 83.28 0.000
11 17.47 17.45 0.051 1.78 3.00 4.49 2.67 56.02 87.68 0.000
10 17.53 17.47 0.042 1.50 3.00 4.82 2.41 50.56 101.24 0.000
9 17.65 17.53 0.041 1.69 3.00 4.24 2.38 50.07 85.06 0.000
8 17.70 17.65 0.028 1.50 3.00 3.94 1.97 41.40 82.66 0.000
7 17.72 17.70 0.027 1.50 3.00 3.87 1.93 40.63 79.22 0.000
6 17.72 17.72 0.016 1.22 3.00 3.52 1.43 25.73 72.00 0.000
4 17.77 17.72 0.026 1.50 3.00 3.06 1.53 10.81 21.42 0.000
3* 17.77 17.77 0.057 0.66 2.00 5.93 1.72 5.41 22.63 0.000
2 18.30 17.99 0.058 1.03 1.03 3.35 3.35 5.46 10.51 0.000
1* 18.30 18.30 0.034 0.58 1.03 5.50 2.56 4.18 22.63 0.000
----------------------------------------------------------------------------------
(ft) (ft) (%) (ft) (ft) (f/s) (f/s) (cfs) (cfs) (ft)
Run# US Elev DS Elev Fr.Slope Unif. Actual Unif. Actual Q Cap Loss
Hydraulic Gradeline Depth Velocity Junc
==================================================================================
Conveyance Hydraulic Computations. Tailwater = 17.360 (ft)
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
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P
M
MCK
CAD
O
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3/16/2015
TOMMY CROMER
97594
MAR 2015
268
NONE
HYDRAULIC CALCULATIONS
35
SHEET 3 OF 3
----------------------------------------------------------------------------------
C6 Curb 5.00 n/a 0.50 2.00 0.35 2.00 0.014 1.50 0.50 17.96
C5 Curb 5.00 n/a 0.50 2.00 0.35 2.00 0.014 1.50 0.50 17.96
C4 Curb 5.00 n/a 0.25 2.00 0.50 2.00 0.014 1.50 0.50 18.36
C3 Curb 5.00 n/a 0.25 2.00 0.50 2.00 0.014 1.50 0.50 18.36
C2-2 Grate 8.42 4.39 0.6525.00 1.00 25.00 0.030 n/a 0.50 18.50
C2 Curb 5.00 n/a 0.46 2.00 0.45 2.00 0.014 1.50 0.50 18.99
C1-1 Grate 7.24 3.28 0.4025.00 0.63 25.00 0.030 n/a 0.50 18.80
C1 Curb 5.00 n/a 0.46 2.00 0.45 2.00 0.014 1.50 0.50 18.99
----------------------------------------------------------------------------------
(ft) (sf) (%) (%) (%) (%) (ft) (ft) (ft)
ID Type Perim. Area Long Trans Long Trans n DeprW Allowed Elev.
Inlet Inlet Length/ Grate Left-Slope Right-Slope Gutter Depth Critic
==================================================================================
Sag Inlets Configuration Data.
---------------------------------------------------------------------------------
C4-1 Curb 2.346 2.346 1.000 0.000 C4-1 7.05 10.00 10.75
---------------------------------------------------------------------------------
(cfs) (cfs) (cfs) (cfs) (ft) (ft) (ft)
ID Type Capacity Allow Actual ID Length Length Width
Inlet Inlet Total Q Intercept Q Bypass To Inlet Required Actual Ponded
=================================================================================
On Grade Inlets Conmputation Data.
-------------------------------------------------------------------------------
C4-1 Curb 10.00 0.50 2.00 0.014 0.33 n/a n/a 12.00 18.85
-------------------------------------------------------------------------------
(ft) (%) (%) (ft) (ft) (ft) (ft)
ID Type Length Long Trans n Depr. Width Type Allowed Elev.
Inlet Inlet Inlet Slopes Gutter Grate Pond Width Critic
===============================================================================
On Grade Inlet Configuration Data
-----------------------------------------------------------------------------
0.35 0.07 Undeveloped
0.65 0.59 Dev/150' Strip
0.9 0.16 Pavement
C4-1 0.673 0.82 24.10 24.10 4.25 0.000 2.346
0.65 0.10 Dev/150' Strip
B6-2 0.65 0.10 21.70 21.70 4.52 0.000 0.288
0.35 0.24 Undeveloped
0.65 1.11 Dev/150' Strip
0.9 0.20 Pavement
C6 0.636 1.55 25.20 25.20 4.14 0.000 4.077
0.35 0.18 Undeveloped
0.65 1.14 Dev/150' Strip
0.9 0.19 Pavement
C5 0.646 1.51 25.20 25.20 4.14 0.000 4.033
0.35 0.08 Undeveloped
0.65 0.71 Dev/150' Strip
0.9 0.18 Pavement
C4 0.672 0.97 25.40 25.40 4.12 0.000 2.682
0.35 0.03 Undeveloped
0.65 0.89 Dev/150' Strip
0.9 0.38 Pavement
C3 0.716 1.30 26.90 26.90 3.97 0.000 3.700
0.35 0.17 Undeveloped
0.65 1.50 Dev/150' Strip
0.9 0.03 Pavement
C2-2 0.624 1.70 25.70 25.70 4.09 0.000 4.339
0.35 0.07 Undeveloped
0.65 0.11 Dev/150' Strip
0.9 0.06 Pavement
C2-1 0.625 0.24 21.80 21.80 4.51 0.000 0.677
0.9 0.36 Pavement
C2 0.9 0.36 10.00 10.00 6.76 0.000 2.192
0.35 0.13 Undeveloped
0.65 2.14 Dev/150' Strip
0.9 0.14 Pavement
C1-1 0.648 2.41 26.40 26.40 4.02 0.000 6.282
0.9 0.41 Pavement
C1 0.9 0.41 10.00 10.00 6.76 0.000 2.496
-----------------------------------------------------------------------------
(acre) (min) (min) (in/hr) (cfs) (cfs)
ID C Value Area Tc Tc Used Intensity Supply Q Total Q
=============================================================================
Runoff Computation for Design Frequency.
===========================================
OUTPUT FOR DESIGN FREQUENCY of: 2 Years
MEASUREMENT UNITS: ENGLISH
DESIGN FREQUENCY : 2 Years
PROJECT DESCRIPTION : System C
JOB NUMBER : 102301
PROJECT NAME : Sens Road
Run @ 3/5/2015 3:55:17 PM
WinStorm (STORM DRAIN DESIGN) Version 3.05, Jan. 25, 2002
Drop flowline elevation. Downstream HGL set to critical depth elevation at Run# 2
Discharge decreased downstream node Id= MHC3 Previous intensity used.
Discharge decreased downstream node Id= MHC5 Previous intensity used.
Runoff Frequency of: 2 Years
Warning Messages for current project:
NORMAL TERMINATION OF WINSTORM.
* Super critical flow.
===================================END============================================
16 16.71 16.70 0.077 0.89 1.59 4.64 2.34 6.28 15.25 0.000
15* 16.59 16.59 0.011 0.49 1.77 3.95 0.80 2.35 18.05 0.000
14 16.59 16.58 0.012 1.75 3.84 2.94 1.26 15.57 41.69 0.000
13* 16.58 16.58 0.027 0.55 1.84 5.31 1.22 3.70 22.63 0.000
12 16.59 16.58 0.014 0.69 1.84 2.81 0.89 2.68 10.38 0.000
11* 16.70 16.70 0.118 0.81 1.60 6.52 2.88 7.76 22.63 0.000
10 16.73 16.70 0.063 1.16 1.60 3.01 2.10 5.66 8.96 0.000
7* 16.73 16.73 0.037 0.59 1.55 5.55 1.66 4.34 22.63 0.000
6 16.58 16.52 0.022 2.13 4.00 3.15 1.70 21.35 38.46 0.000
5 16.60 16.59 0.010 1.75 3.77 2.68 1.16 14.18 37.89 0.000
4 16.70 16.60 0.045 2.06 2.70 2.74 2.12 14.18 18.43 0.000
3 16.70 16.70 0.000 0.47 2.60 1.35 0.15 0.95 18.96 0.000
2 17.38 17.13 0.002 0.42 0.42 1.97 1.97 0.95 9.65 0.000
1 17.39 17.38 0.000 0.26 0.42 1.22 0.60 0.29 8.00 0.000
----------------------------------------------------------------------------------
(ft) (ft) (%) (ft) (ft) (f/s) (f/s) (cfs) (cfs) (ft)
Run# US Elev DS Elev Fr.Slope Unif. Actual Unif. Actual Q Cap Loss
Hydraulic Gradeline Depth Velocity Junc
==================================================================================
Conveyance Hydraulic Computations. Tailwater = 16.520 (ft)
----------------------------------------------------------------------------------
16 C1-1 C1 15.16 15.11 Circ 1 0.00 2.00 11.00 0.45 0.013
15 C4-1 MHC2 15.17 14.82 Circ 1 0.00 2.00 55.00 0.64 0.013
14 MHC2 MHC1 12.82 12.74 Circ 1 0.00 4.00 95.00 0.08 0.013
13 C3 MHC1 14.75 14.74 Circ 1 0.00 2.00 1.00 1.00 0.013
12 C4 MHC1 14.86 14.74 Circ 1 0.00 2.00 57.00 0.21 0.013
11 C1 MHC4 15.11 15.10 Circ 1 0.00 2.00 1.00 1.00 0.013
10 C2 MHC4 15.18 15.10 Circ 1 0.00 2.00 51.00 0.16 0.013
7 C2-2 C2 15.19 15.18 Circ 1 0.00 2.00 1.00 1.00 0.013
6 MHC1 OUT-C 12.74 12.52 Circ 1 0.00 4.00 307.00 0.07 0.013
5 MHC3 MHC2 12.90 12.82 Circ 1 0.00 4.00 115.00 0.07 0.013
4 MHC4 MHC3 14.10 13.90 Circ 1 0.00 3.00 262.00 0.08 0.013
3 MHC5 MHC4 14.31 14.10 Circ 1 0.00 3.00 260.00 0.08 0.013
2 C2-1 MHC5 16.96 16.80 Circ 1 0.00 2.00 88.00 0.18 0.013
1 B6-2 C2-1 17.02 16.96 Circ 1 0.00 2.00 48.00 0.13 0.013
----------------------------------------------------------------------------------
(ft) (ft) (ft) (ft) (ft) (%)
US DS US DS Shape # Span Rise Length Slope n_value
Run# Node I.D. Flowline Elev.
==================================================================================
Conveyance Configuration Data
---------------------------------------------------------------------------------
OUT-C Outlt 0.682 8.31 29.29 3.77 0.000 0.00 21.349
MHC5 CircMh 0.632 0.34 22.36 4.44 0.000 0.00 0.950
MHC4 CircMh 0.677 5.22 26.44 4.02 0.000 0.00 14.181
MHC3 CircMh 0.677 5.22 26.44 4.02 0.000 0.00 14.181
MHC2 CircMh 0.676 6.04 28.75 3.81 0.000 0.00 15.566
MHC1 CircMh 0.682 8.31 29.29 3.77 0.000 0.00 21.349
MH4-1 CircMh 0.000 0.00 0.00 0.00 0.000 0.00 0.000
C4-1 Curb 0.673 0.82 24.10 4.25 0.000 0.00 2.346
MH1-1 CircMh 0.000 0.00 0.00 0.00 0.000 0.00 0.000
MH2-2 CircMh 0.000 0.00 0.00 0.00 0.000 0.00 0.000
B6-2 CircMh 0.650 0.10 21.70 4.52 0.000 0.00 0.288
C6 Curb 0.000 0.00 0.00 0.00 0.000 0.00 0.000
C5 Curb 0.000 0.00 0.00 0.00 0.000 0.00 0.000
C4 Curb 0.672 0.97 25.40 4.12 0.000 0.00 2.682
C3 Curb 0.716 1.30 26.90 3.97 0.000 0.00 3.700
C2-2 Grate 0.624 1.70 25.70 4.09 0.000 0.00 4.339
C2-1 CircMh 0.632 0.34 22.36 4.44 0.000 0.00 0.950
C2 Curb 0.673 2.06 25.70 4.09 0.000 0.00 5.663
C1-1 Grate 0.648 2.41 26.40 4.02 0.000 0.00 6.282
C1 Curb 0.685 2.82 26.44 4.02 0.000 0.00 7.758
---------------------------------------------------------------------------------
(acres) (min) (in/hr) cfs) (cfs) (cfs)
I.D. Type C-Value Dr.Area Tc Supply Q Q in Node Disch.
Node Node Weighted Cumulat. Cumulat. Intens. User Additional Total
=================================================================================
Cumulative Junction Discharge Computations
--------------------------------------------------------------------------------
C6 Curb 5.00 n/a n/a 4.077 6.261 0.376 10.20 10.90
C5 Curb 5.00 n/a n/a 4.033 6.261 0.373 10.15 10.85
C4 Curb 5.00 n/a n/a 2.682 6.261 0.284 9.90 8.70
C3 Curb 5.00 n/a n/a 3.700 6.261 0.352 11.20 9.85
C2-2 Grate n/a 8.42 4.39 4.339 9.190 0.303 2.72 2.52
C2 Curb 5.00 n/a n/a 2.192 6.261 0.248 8.20 8.25
C1-1 Grate n/a 7.24 3.28 6.282 7.902 0.429 3.42 3.14
C1 Curb 5.00 n/a n/a 2.496 6.261 0.271 8.60 8.65
--------------------------------------------------------------------------------
(ft) (ft) (sf) (cfs) (cfs) (ft) (ft) (ft)
ID Type Perim Area Capacity Head Left Right
Inlet Inlet Length Grate Total Q Inlet Total Ponded Width
================================================================================
Sag Inlets Computation Data.
4. SEE "DRIVEWAY SUMMARY" FOR SLOPES, DIMENSIONS AND ELEVATIONS- SHEET 29.
R.O.W. LINE
B
WIDTH OF DRIVEWAY
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
DRIVEWAY DETAILS FOR
MAJOR ROADWAY CONSTRUCTION
JDZ
PDG
1"=1'-6"
5/30/13
9
0.5 L*
A
SEE PLAN AND PROFILE
SHEETS FOR LENGTH, WIDTH
AND SLOPE
~
SEE PLAN AND PROFILE
SHEETS FOR RADIUS
TAPER CURB TO 2" HEIGHT
WITHIN 2 FEET
KEYED CONSTRUCTION JOINT
CONCRETE PAVEMENT
GUTTER LINE
FACE OF
CURB
POINT OF
TANGENCY
END OF CURB
SAWCUT EXISTING
DRIVEWAY
END PROPOSED CONCRETE AT R.O.W.
OR AS SHOWN ON DRAWINGS
SECTION A-A
(DRIVEWAY SLOPES TO ROADWAY)
* L = LENGTH OF ARC
PROPOSED ROADWAY
PAVEMENT
#5 (GRADE 40) L BARS
x 36" AT 18" C-C
GUTTER LINE
KEYED CONSTRUCTION JOINT
10"
#5 BARS @ 18" C-C
BOTH WAYS
(IN DRIVEWAY PAVEMENT)
PROPOSED FINISHED
SUBGRADE (COMPACTED)
1" EXPANSION BOARD OR
1/2" NON-EXTRUDING
PREFORMED JOINT OR
AS SHOWN ON DRAWING.
R.O.W. OR AS SHOWN
ON DRAWINGS
END PROPOSED
CONCRETE
KEYED CONSTRUCTION JOINT
1'-6"
1'-6"
ROADWAY PAVEMENT
#5 (GRADE 40) L BARS
x 36" AT 18" C-C
GUTTER LINE
#5 BARS @ 18" C-C
BOTH WAYS
(IN DRIVEWAY PAVEMENT)PROPOSED FINISHED
SUBGRADE (COMPACTED)
3"
CLR.
3"
CLR.
SLOPE AWAY FROM ROAD
EDGE (LIP) FOR DRIVEWAY
PROVIDE 1 1/2" RAISED
R.O.W. OR AS SHOWN
ON DRAWINGS
1" EXPANSION BOARD OR
1/2" NON-EXTRUDING
PREFORMED JOINT OR
AS SHOWN ON DRAWING.
SECTION A-A
(DRIVEWAY SLOPES AWAY FROM ROADWAY)
SAWCUT EXISTING DRIVEWAY AT R.O.W. LINE OR AS SHOWN ON DRAWING
AND REMOVE EXISTING DRIVEWAY TO SAWCUT LINE.
IF THERE IS EXISTING CURB ON DRIVEWAY, CONNECT PROPOSED CURB TO
EXISTING CURB; OTHERWISE TAPER CURB HEIGHT AS SHOWN.
SEE PAVEMENT DETAIL SHEET FOR CONCRETE CURB REINFORCEMENT.
1.
2.
3.
NOTES:
1
0
"
A
6" BLOCKOUT
BACK OF DRIVEWAY
CURB (TYP.)
DRIVEWAY ON EAST SIDE
5
"
3
"
1
1
SLOPE
2.0% MAX.
CROSS SLOPE
SEE NOTE #6
EXISTING PAVEMENT
(DEPTH VARIES)
~
#4 @ 24" O.C. E.W.
(6x6xW6xW6) OR
(12x12xW4xW4)
(TYP.)
1 1/2 " CLR.
END CURB AT
SIDEWALK (TYP.)
GUTTER LINE
B
OR 1/2" NON-EXTRUDING
PREFORMED JOINT (TYP.)
SECTION B-B
COMPACTED
SUBGRADE
BACK OF EXISTING
CURB (TYP.)
POINT OF TANGENCY
(SEE NOTE 1)
6"3"
9"
WITH SHARED-USE PATH
DRIVEWAY ON WEST SIDE
R.O.W.
N.T.S.
N.T.S.
SEE NOTE 4
SEE NOTE 4
KEYED CONSTRUCTION JOINT
USE PATH
8' SHARED
USE PATH
8' SHARED
SEE NOTE 4
8' SHARED-USE PATH
2.0 MAX. *
CLR.
1 1/2 "
3/4" BOARD ISOLATION JOINT
SENS ROAD
3/16/2015
TOMMY CROMER
97594
36 267
SENS ROAD
CONCRETE PAVEMENT DETAILS
SHEET 1 OF 2
TOMMY CROMER
97594
37 267
3"
~
2"
3'-0"
D/2
D
TYPICAL PAVING HEADER
NOTES FOR PAVING HEADER:
ADDITIONAL CONCRETE FOR PAVING HEADER SHALL BE
CONSIDERED INCIDENTAL TO VARIOUS PAVING BID ITEMS.
DISTURBED MATERIAL IN THE FLEXIBLE PAVEMENT WILL
BE BACKFILLED WITH ASPHALT CONCRETE PAVEMENT (ACP).
THE ACP WILL BE CONSIDERED INCIDENTAL TO VARIOUS
PAVING BID ITEMS.
1.
2.
NOTES FOR STANDARD PAVEMENT TIE-IN:
REINFORCING CENTERED IN PROPOSED PAVEMENT, 3"
CLEAR AT EDGES.
SAWCUT 2" DEEP MINIMUM AND REMOVE 2'-0" EXISTING
PAVEMENT OR PAVEMENT WITH CURB. EXPOSE AND CLEAN
EXISTING REINFORCING.
SIZE OF DOWEL BARS SHALL CONFORM TO TABLE 1.
1.
2.
24 BAR DIAMETER LAP SPLICE OR WELD, IF DIRECTED. 3.
IF NO EXPOSED REINFORCING STEEL EXISTS, HORIZONTAL
DOWELS SHALL BE GRADE 60, 30" LONG DRILLED AND
AND EMBEDDED 15" INTO THE CENTER OF THE EXISTING
CONCRETE SLAB WITH EPOXY OR APPROVED EQUAL.
4.
SEE NOTE 3
LAP SPLICE
EXISTING PAVEMENT
(TO REMAIN)
CONCRETE TO CONCRETE
STANDARD PAVEMENT TIE-IN
GENERAL NOTES:
FOR FURTHER INFORMATION REGARDING THE PLACEMENT OF
CONCRETE AND REINFORCING, REFER TO THE GOVERNING
THE CHAIRS USED TO SUPPORT THE BAR MATS SHALL BE OF
SUFFICIENT STRUCTURAL QUALITY AND NUMBER TO HOLD THE
MAT WITHIN THE PLACEMENT HEIGHT, AND SHALL BE OF A
(SEE "REGULATIONS OF HARRIS COUNTY, TEXAS FOR THE APPROVAL
1.
2.
SAWED CONTRACTION JOINTS SHALL BE USED FOR LONGITUDINAL3.
ALL SAW CUTTING SHOWN ON THIS DETAIL SHALL BE INCIDENTAL
TO ITEM 360 "CONCRETE PAVEMENT".
D = THICKNESS OF CONCRETE PAVEMENT.
4.
SPECIFICATION ITEM 360 "CONCRETE PAVEMENT".
TYPE APPROVED BY THE ENGINEER. SPACING OF BAR SUPPORT
CHAIRS SHALL BE 3 FEET MAXIMUM.
JOINTS WHEREVER MORE THAN ONE LANE WIDTH IS PLACED IN
A SINGLE POUR. KEYED CONSTRUCTION JOINTS SHALL BE USED
AT ALL OTHER JOINTS.
5.
1
0
"
6
"
D
2'-0" MIN.3'-0" TYP.
BRIDGE APPROACH SLAB ROADWAY PAVEMENT (THICKNESS VARIES)
~
TYPICAL SECTION
PAVING TIE-IN TO BRIDGE APPROACH SLAB
D/4
D
CONTRACTION JOINT (SAWED)
~
D
LONGITUDINAL CONSTRUCTION JOINT
~
D/2
D/2
1 1/2"
1 1/2"
NOTES FOR DOWEL EXPANSION JOINT:
EXPANSION JOINT SHALL BE PLACED AT THE END OF EACH CURB RADIUS AND
SPACED AT A MAXIMUM DISTANCE OF 80 FEET.
CENTER DOWEL HORIZONTALLY ON JOINT.
EXPANSION JOINT BARS SHALL BE HELD PARALLEL TO THE FINISHED CONCRETE SURFACE.
1.
2.
3.
SMOOTH BAR
PAVEMENT THICKNESS (D)DOWEL DIA.
6"3/4"
7"1"
8'1"
9" & 10"1 1/4"
1'-6"
1"
D
/
2
D
/
2
D
DOWEL TYPE EXPANSION JOINT
DOWELS
SCALE: 1" = 3"
SCALE: 1" = 1'-6"
SCALE: 1" = 1'-6"
SCALE: 1" = 1'-6"
SCALE: 1" = 1'-6"
SCALE: 1" = 1'-6"
NOTE FOR CONTRACTION JOINT:
20'-0" MAXIMUM SPACING BETWEEN JOINTS.1.
1 1/4" x 2'-0" SMOOTH DOWEL
@ 12" O.C.
EXPANSION JOINT
MATCH PAVEMENT
AND SUBGRADE
CEMENT STABILIZED SAND (1.5 SACK/TON)
UNDER APPROACH SLAB AND ROADWAY PAVEMENT
EXISTING FLEXIBLE
PAVEMENT STRUCTURE
PROPOSED REINFORCED
PAVEMENT
SEE NOTE 1
1/4" SAWED JOINT
WITH SEALANT
(SEE NOTE 6)
CONCRETE PAVEMENT
LONGITUDINAL STEEL
TRANSVERSE STEEL
FORMED KEYWAY
(SEE NOTE 3)
1/4" SAWED JOINT
WITH SEALANT
(SEE NOTE 6)
FIRST POUR
#5 TIE BARS
(MIN. 30" IN LENGTH)
@ SAME SPACING AS
TRANSVERSE STEEL
OR 48" MAX. C-C
DOWEL AT
12" C-C
3/4"
FILLER BOARD
HEAVY PLASTIC
OR STEEL TUBE
JOINT SEALANT
WITH 1/4" RADIUS
(SEE NOTE 6)
(TO BE REMOVED)
EXISTING PAVEMENT
MIN.
2"
EXISTING PAVEMENT
(TO REMAIN)
1/4"
EXISTING
REINFORCING BARS
SEE NOTE 2
PROPOSED PAVEMENT
AND ACCEPTANCE OF INFRASTRUCTURE")
JOINT SEALANT SHALL CONFORM TO THE REQUIREMENTS OF6.
ITEM 360 "CONCRETE PAVEMENT".
DEMOLITION OF
EXISTING PAVEMENT
CONSTRUCTION OF
NEW PAVEMENT
BAR TO MOVE)
(ALLOWS DOWEL
1" GAPTYPICAL CONCRETE CURB
REINFORCING DETAILS
SCALE: 1" = 1'-0"
10"
PAVEMENT
REINFORCEMENT
EXIST. PVMT.
FULL DEPTH SAWCUT,
AS CLOSE TO CURB
LINE AS POSSIBLE
(E.G. 24' HALF BOULEVARD SECTION, 2 LANE)
NEW PAVEMENT
(E.G. ADDED 3RD LANE)
30" DOWEL
(SEE TABLE 1)
DOWEL SIZE PAVEMENT DEPTH
#5 BAR 7"
#6 BAR >9"
(SEE ITEM 361.3)
OF 10" AND EPOXIED
EXISTING PAVEMENT A MINIMUM
DOWEL SHALL BE DRILLED INTO
WILL BE AT HIS OWN EXPENSE (THESE ITEMS WILL ONLY BE
ALTERNATIVELY, THE CONTRACTOR MAY CHOOSE TO USE FULL
DEPTH SAWCUT WITH DRILLED IN DOWELS (AS SHOWN ON THE
"TYPICAL CONCRETE CURB REINFORCING DETAIL" DRAWING). IF
THE CONTRACTOR SO CHOOSES, THE SAWCUTTING AND DOWELS
5.
PAID FOR IF THE COUNTY REQUIRES THE FULL DEPTH SAWCUT
AND DOWELS).
TABLE 1
(MIN.)
DOWELS SHALL BE PLACED 24" CENTER TO CENTER.
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
SENS ROAD
CONCRETE PAVEMENT DETAILS
SHEET 2 OF 2
TOMMY CROMER
97594
38 267
11'-0"6"11'-0"11'-0"
34'-0" (3 LANES)
6"
SPACING OF LONGITUDINAL JOINTS
6
"
D
BY ENGINEER
1/2 "D" OR AS APPROVED
20'-0"20'-0"20'-0"
80'-0" MAX.
SPACING OF TRANSVERSE
20'-0"
EXPANSION AND CONTRACTION JOINTS
HORIZONTAL SCALE: 1" = 3'-0"
VERTICAL SCALE: 1" = 1'-6"
HORIZONTAL SCALE: 1" = 6'-0"
VERTICAL SCALE: 1" = 1'-6"
1'-0"
4
"
1 1/2"
4" X 12"
MONOLITHIC CURB
SCALE: 1" = 1'-0"
3"
TYPICAL CONCRETE CURB
REINFORCING DETAILS
SCALE: 1" = 1'-0"
6 1/2"
3
"
6
"
1/8"D
3"
6"
1/2"
6
"
9
3
/
4
"
1'-0"
6" MONOLITHIC CURB AND GUTTER
SCALE: 1" = 1'-0"
3"
~
SAWCUT LIMITS SHALL BE AS DIRECTED BY ENGINEER.
EXISTING CONCRETE VERTICAL FACES SHALL BE CLEANED OF ALL
1.
DELETERIOUS LOOSE MATERIAL PRIOR TO CONCRETE PLACEMENT.
LESS THAN 8" THICK SHALL BE NO. 4 BARS AT 18" IN EACH DIRECTION.
FOR REPAIR/REPLACE AREAS, A 6" DEPTH BASE SHALL BE REMOVED
AND REPLACED WITH CEMENT STABILIZED SAND PER ITEM 433.
2.
3.
REINFORCEMENT OF 9"-10" THICK CONCRETE PAVEMENT SHALL BE NO. 5
BARS AT 18" SPACING IN EACH DIRECTION. REINFORCEMENT FOR PAVEMENT
4.
FULL DEPTH CONCRETE PAVEMENT REPAIR NOTES:
PROPOSED CONCRETE PAVEMENT
FULL DEPTH CONCRETE PAVEMENT REPAIR
DIRECTED BY THE ENGINEER
MATCH EXISTING OR BE AS
PAVEMENT THICKNESS SHALL
HORIZONTAL SCALE: 1" = 3'-0"
VERTICAL SCALE: 1" = 1'-6"
REPAIR LIMITS ~ VARIES
~
SAWCUT (MIN.)
2" DEEP
GRADE TO DRAIN
6"1/2"
6
"
D
4
"
4
"
3"
CONCRETE DOWELED ON CURB
FOR CONCRETE PAVEMENT
SCALE: 1" = 1'-0"
1. AT EACH PAVEMENT CONTRACTION JOINT,
2. FOR EACH PAVEMENT EXPANSION JOINT, THE
PRE-MOLDED EXPANSION JOINT FILLER MATERIAL
NOTES FOR CURB:
EXPANSION JOINT AT THE FULL WIDTH
AND HEIGHT OF THE CURB.
SHALL BE THE FULL WIDTH AND HEIGHT OF THE CURB.
1'-4"
4"
ALTERNATE VERTICAL
REINFORCEMENT
SCALE: 1" = 1'-6"
SAWCUT (MIN.)
2" DEEP
REINFORCING BARS
(SEE NOTE 4)
SEE NOTE 3
3" RADIUS
1" RADIUS
#4 DEFORMED BARS 1'-8" LONG
WITH 6"- 90° BEND AT ONE END,
SPACED 5'-0" C-C
#4 DEFORMED BARS
(10" MIN. LAP SPLICE)
NOTE:
SOIL SHALL BE
COMPACTED IN
ACCORDANCE WITH
SPECIFICATIONS PRIOR
TO FURTHER ROADWAY
CONSTRUCTION
HAIRPIN
REINFORCING
#4 BAR
3" RADIUS MAX.
#4 BAR, CONTINUOUS
#4 BARS
8" LONG @ 18" C-C
7/8"Ø HOLE FILLED
WITH EPOXY GROUT
(SEE ITEM 361.3)
3" RADIUS MAX.
#4 BAR, CONTINUOUS
PAVEMENT
REINFORCEMENT
3/4"
RADIUS
#4 BAR
@ 24" C-C
℄ EXPA
JOINT
℄ CONTRA
JOINT (SAWED)
℄ CONTRA
JOINT (SAWED)
℄ CONTRA
JOINT (SAWED)
℄ EXPA
JOINT
LONGITUDINAL CONSTRUCTION
JOINT (FOR 3 LANE ONLY)
LONGITUDINAL CONTRACTION
JOINT (SAWED)
CURB DOWEL
6"12'-0"12'-0"
25'-0" (2 LANES)
6"
6
"
D
BY ENGINEER
1/2 "D" OR AS APPROVED LONGITUDINAL CONTRACTION
JOINT (SAWED)
9'-0"12'-0"12'-0"
34'-0" (3 LANES)
6"
SPACING OF LONGITUDINAL JOINTS
6
"
D
BY ENGINEER
AS APPROVED
1/2 "D" OR
HORIZONTAL SCALE: 1" = 3'-0"
VERTICAL SCALE: 1" = 1'-6"
LONGITUDINAL CONTRACTION
JOINT (EXISTING)
(NEW CONSTRUCTION)
(WIDENING)
PROVIDE A 1/4" THICK PRE-MOLDED
FULL DEPTH SAWCUT
AS CLOSE TO CURB
LINE AS POSSIBLE
(TO BE REMOVED)
AND PAVEMENT
EXIST. CURB
LANE MARKER LANE MARKER
5 3/4"
1/4" / FT.
1'-6"
3" CLR.3"
ACP SURFACE
STABILIZED
SUBGRADE
FLEXIBLE BASE
~
~
~
3" CLR.
11'-0"11'-0"11'-0"
#4 DEFORMED BARS 2'-2" LONG
WITH 6"- 90° BEND AT ONE END,
SPACED 5'-0" C-C
REINFORCING DETAIL" DRAWING). IF THE CONTRACTOR SO CHOOSES, THE
ALTERNATIVELY, THE CONTRACTOR MAY CHOOSE TO USE FULL DEPTH SAWCUT
WITH DRILLED IN DOWELS (AS SHOWN ON THE "TYPICAL CONCRETE CURB
5.
SAWCUTTING AND DOWELS WILL BE AT HIS OWN EXPENSE (THESE ITEMS
WILL ONLY BE PAID FOR IF THE COUNTY REQUIRES THE FULL DEPTH
SAWCUT AND DOWELS).
3/4"
RADIUS
2
"
30"
DOWEL
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
TOMMY CROMER
97594
39 / 267
ARCHITECTURE & ENGINEERING DIVISION
PUBLIC INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY
1836
SHEET DESCRIPTION:
PROJECT TITLE:
APPROVED BY:
HA RRISCO
UN
T
Y
T EX A S
NAMEDATEREVISIONSNO.
SHT NO:
FILE NO:
FILE NAME:
JOB NO:
DATE:
SCALE:
CK'D BY:
DRAWN BY:
O.AGUIRRE12/12/2011DATE OF ISSUE0
TYPICAL FRONT
ELEVATION OF RAILPOST
TYPICAL SECTION
THRU RAILPOST
TYP1/4
TYP 1/4
TYPICAL SPAN - ANCHOR BOLT PLAN
TYPICAL SPAN - ANCHOR BOLT PLAN
HL93 LOADING
GENERAL NOTES:
1.PIPE SHALL CONFORM TO ASTM A53 GRADE B. STEEL PLATES SHALL
CONFORM TO ASTM A36. BOLTS, NUTS AND WASHERS SHALL CONFORM
TO ASTM A307.
2.PIPES AND PLATES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM
A123. BOLTS NUTS AND WASHERS SHALL BE GALVANIZED IN ACCORDANCE
WITH ASTM A153.
3.DAMAGED GALVANIZED COATING SHALL BE REPAIRED WITH A
ZINC-RICH PAINT.
4.THE PIPE SHALL BE FABRICATED TO LENGTHS SUCH THAT THE PIPE ENDS
WILL BE LOCATED INSIDE THE PIPE SLEEVES. ALL JOINTS SHALL BE BUTT
WELDED. EXPOSED PIPE ENDS BETWEEN THE RAIL POST WILL NOT BE
ACCEPTED.
5.AFTER FINAL ADJUSTMENT, BURR THREADS AND TACK WELD NUTS
AND WASHERS.
6.DETAILS SHOWN APPLY TO PROJECTS WITH A CURB PROJECTING 9" OR
MORE FROM THE TRAFFIC FACE OF RAILING. SEE AASHTO LRFD BRIDGE
DESIGN SPECIFICATION FOR REQUIRED MODIFICATIONS FOR OTHER
CONDITIONS.
~
BRIDGE RAILING STANDARDS
PEDESTRIAN
RAILING DETAILS
~
~
SCALE: 1' = 1'-0"
SCALE: 1' = 1'-0"
" = 1'-0"2
1SCALE: 1 " = 1'-0"21SCALE: 1
SCALE: 3" = 1'-0"
PIPE END DETAIL
SCALE: 3" = 1'-0"
SPLICE DETAIL
AT INTERIOR BENT
"21
"21
NOTE: ONE SIDE ONLY
41
~
SCALE: 3" = 1'-0"
TYP
16
5
" DIA HOLES16
13
" DIA BOLTS85FOR
" THICK P21
" x214
" PLATES83
CONC. SLAB
"41" x 212
WASHER P (TYP)
" BOLTS 854 ~
TACK WELD (TYP)TOP OF PIPE
TACK WELD NUTS
AND WASHERS
WASHER AND
HEXAGON HEAD NUT
2" STD. WT.
PIPE (MIN)
" STD. WT. PIPE212
SLEEVES (8" LONG)
" RADIUS2
14
CONC. SLAB
" BASE21
PLATE (TYP)
" LONG4
1" PLATE, 5 8
3
" WIDE (TYP)161x 3
" 8
3 PLATE
" BOLTS854 ~
x 10" (MIN)
EDGE OF SLAB
BASE PLATE
EDGE OF SLAB
EDGE OF SLAB
C INTERIOR BENT
" STD. WT.212
PIPE RAIL SLEEVES
2" STD. WT PIPE
RAIL (MIN)
TOP OF WINGWALL
APPROACH SLAB
EXPANSION JOINT
AT ABUTMENT
FACE OF
ABUTMENT BACKWALL
EXPANSION JOINT
AT INTERIOR BENT
" P83
" P41
PIPE RAIL
C INTERIOR BENT
" STD. WT.212
PIPE RAIL SLEEVE 2" STD. WT.
PIPE RAIL
1'-0"
6"3"3"
10"1"1"
7
"
1
"
1
"
5
""
21
4
"
41
1
(
T
Y
P
)
3
'
-
6
"
6"
1"
8"
1"
3
'
-
6
"
"
16
3
1
"
16
3
7
"
8
3
8
"
8
3
8
"
8
3
8
"21
8
8
"
M
IN
2
"
M
IN
"4
11
"4
11
"2
14
"
21
3
(
M
IN
)
"
21
2
(
M
IN
)
SEE BRIDGE LAYOUT FOR LENGTH OF SPAN
"21
1'-3"
1"
8'-0" MAX
8'-0" MAX
8'-0" MAX
1'-3"
8"
"213
MIN
L
L
L
L
L
L
L
BASE P DETAIL
SENS ROAD
TOMMY CROMER
97594
41 267
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
ADA RAMP DETAILS
JDZ
PDG
AS NOTED
5/31/13
10
FLARE
1:10 SLOPE
RAMP LIMITS
OF PAYMENT
~
DETECTABLE
WARNINGS
~
VARIES
~
5'-0" x 5'-0"
LANDING
PLANTING OR OTHER
NON-WALKING SURFACE
~
WIDTH
4'-0" RAMP
DETECTABLE
WARNINGS
CONCRETE
CURB
CROSSWALK
1:12
M
AX.
DIRECTIONAL CURB RAMP WITHIN RADIUS
TYPE 7
TYPE 3
PLANTING OR OTHER
NON-WALKING SURFACE
~
1:12
1:12
1:
5
0
CURB RAMP 2'-0" MIN.
RUN AT 1:12 SLOPE
~
CONCRETE CURB
COMBINATION CURB RAMP
RAMP
LANDING
SQUARE
MIN.
5'-0"
RAMP
CR
OS
S
W
AL
K
DIAGONAL CURB RAMP (RETURNED CURB)
MANEUVERING SPACE
4'-0" x 4'-0"
5'-0" x 5'-0"
LANDING
~
DETECTABLE
WARNINGS
~
CONCRETE
CURB
CONCRETE
CURB
2'-0" MIN. CURB
ALIGNED WITH
CROSSWALK
~
4'-0" MIN.
RAMP WIDTH
~
RAMP LIMITS
OF PAYMENT
SIDEWALK
CROSSWALK
C
R
O
S
S
W
AL
K
S
ID
E
W
AL
K
TYPE 9
~
PLANTING OR OTHER
NON-WALKING SURFACE
~
1:12
COMBINATION DIRECTIONAL CURB RAMP
5'-0" x 5'-0"
LANDING
~
6" CONCRETE
~
CONCRETE
CURB
CONCRETE
CURB
4'-0" MIN.
RAMP WIDTH
~
DETECTABLE
WARNINGS
SIDEWALK
CROSSWALK
C
R
O
S
S
W
A
L
K
S
ID
E
W
A
L
K
TYPE 12
PLANTING OR OTHER
NON-WALKING SURFACE
~
1:12
1
:
1
2
~
RAMP LIMITS
OF PAYMENT
~
DETECTABLE
WARNINGS
~
GUIDELINES)
PEDESTRIAN TRAVEL), AND EXTEND THE FULL WIDTH OF THE RAMP. (REFER TO TAS AND TDLR
DETECTABLE WARNING SHALL BE A MINIMUM OF 24" IN DEPTH (IN THE DIRECTION OF
THAN 25 PERCENT OF A FULL UNIT.
CONCRETE PAVER UNITS SHALL BE SAW CUT ONLY AND ANY CUT UNIT SHALL BE NOT LESS
FOR DETECTABLE WARNING TO PEDESTRIANS.
CONCRETE PAVER UNITS SHALL BE BRICK RED AND HAVE A TRUNCATED DOME TOP SURFACE
PLANS.
LAID IN A TWO BY TWO UNIT BASKET WEAVE PATTERN, UNLESS OTHERWISE SHOWN IN THE
CONCRETE PAVER UNITS SHALL MEET ALL REQUIREMENTS OF ASTM C936, C33, AND SHALL BE
CONSIDERATION TO HARRIS COUNTY PRIOR TO THE FINAL APPROVAL OF DESIGN DRAWINGS.
WARNINGS THAT COMPLY WITH TAS AND TDLR GUIDELINES MAY BE SUBMITTED FOR
CONCRETE PAVER UNITS ARE REQUIRED FOR USE IN HARRIS COUNTY. ALTERNATIVE DETECTABLE
DETECTABLE WARNING GENERAL NOTES:
OR EQUAL TO 24 INCHES IN LENGTH.
LENGTH, AND A MINIMUM OF 36 INCHES OF CLEARANCE IS REQUIRED FOR OBSTRUCTIONS GREATER THAN
32 INCHES OF CLEARANCE IS REQUIRED FOR OBSTRUCTIONS LESS THAN 24 INCHES IN A MINIMUM OF
CROSSWALK, OR OTHER VEHICULAR AREA.
DETECTABLE WARNINGS ARE PLACED WHERE A PEDESTRIAN ACCESS ROUTE ENTERS THE ROADWAY,
ENGINEER.
CROSSWALKS WILL NOT BE REQUIRED AT UNSIGNALIZED INTERSECTIONS, UNLESS DIRECTED BY THE
MINIMUM SIDEWALK WIDTH OF 4 FEET UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
SUPPORTS, SIGNAL SUPPORTS, POLES, ETC.) LOCATED TO ADJACENT TO THE PEDESTRIAN ROUTE.
A MINIMUM WIDTH OF 36 INCHES SHALL BE PROVIDED LANDINGS AROUND OBSTRUCTIONS (I.E., SIGN
VEHICULAR TRAVEL PATH.
CLEAR AREA, SHALL BE WHOLLY CONTAINED WITHIN THE CROSSWALK OUTSIDE OF THE PARALLEL
MANEUVERING SPACES AT THE BOTTOM OF THE CURB RAMPS SHALL BE A MINIMUM 4 FOOT X 4 FOOT
THE ENGINEER, AND SHALL BE PROVIDED WHERE CURB RAMPS CONNECT TO ADJACENT ROADWAY.
A SMOOTH TRANSITION, IN ACCORDANCE WITH APPROPRIATE CONSTRUCTION DETAILS OR AS DIRECTED BY
SIDES ASSOCIATED WITH CURB RAMPS ARE EXCLUDED FROM THIS REQUIREMENT.
CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS. FLARED
ACROSS THE RAMP. OTHERWISE, FLARED SIDES SHALL BE PROVIDED.
CURB RAMPS WITH RETURN CURB MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK
THE MINIMUM THICKNESS FOR CURB RAMPS SHALL BE 4-1/2 INCHES.
THE MAXIMUM ALLOWABLE CROSS SLOPE ON A SIDEWALK SHALL BE 2%.
THE ENGINEER.
RAMP LENGTH OF GRADE OF APPROACH SIDEWALK SHALL BE SUBJECT TO ADJUSTMENT IN THE FIELD BY
RAMPS. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS.
INCHES, THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES. THE ONLY EXCEPTIONS SHALL BE AT CURB
IF A RAMP HAS A RISE GREATER THAT 6 INCHES, OR A HORIZONTAL PROJECTION GREATER THAT 72
THAN 1:20 (5%) SHALL BE CONSIDERED A RAMP.
LANDING MUST NOT EXCEED 1:50 (2%). ANY PART OF THE ACCESSIBLE ROUTE WITH A SLOPE GREATER
THE CROSS SLOPE OF AN ACCESSIBLE ROUTE AND/OR ALL SLOPES SHOWN ARE MAXIMUM ALLOWABLE.
ENGINEER.
RAILINGS, OR PROJECTING SURFACES. REFER TO TEXAS ACCESSIBILITY STANDARDS (TAS) AND THE
RAMPS AND LANDINGS WITH DROP-OFFS GREATER THAT 6 INCHES IN HEIGHT SHALL HAVE CURB,
REQUIREMENT OF NOTES 7, 8, AND 9.
FLATTER SLOPES THAT WILL STILL DRAIN PROPERLY MAY BE USED WHERE APPROPRIATE, SUBJECT TO THE
AND/OR CONSTRUCTED USING HARRIS COUNTY RESOURCES.
CONSIDERED INCIDENTAL TO THE COST OF THE WHEELCHAIR RAMP FOR PROJECTS THAT ARE DESIGNED
SAW CUT OF PAVEMENT. REMOVAL OF MATERIAL, EXCAVATION, DISPOSAL OF MATERIALS, ETC.) SHALL BE
"LIMITS OF PAYMENT" INDICATED ON APPROPRIATE WHEELCHAIR RAMP DETAILS AND DESIGN DRAWINGS (I.E.,
ALL ITEMS NECESSARY FOR THE CONSTRUCTION OF THE WHEELCHAIR RAMPS AND LANDINGS WITHIN THE
ENGINEER.
SHALL BE MADE AS DIRECTED BY THE ENGINEER AND PAID FOR SEPARATELY, AS DIRECTED BY THE
ON THE DRAWINGS. WHEN DEEMED NECESSARY BY THE ENGINEER, FIELD ADJUSTMENT TO THE SIDEWALK
MATCH BOTH THE GRADE AND THE WIDTH OF THE LANDING. THESE ADJUSTMENTS MAY NOT BE SHOWN
ADJUSTMENT TO SIDEWALKS THAT CONNECT TO WHEELCHAIR RAMPS AND LANDINGS MAY BE NECESSARY TO
SIGNAL DESIGN DRAWINGS.
PEDESTRIAN FACILITIES AT SIGNALIZED INTERSECTION SHALL BE IN ACCORDANCE WITH APPLICABLE TRAFFIC
OTHERWISE DIRECTED BY THE ENGINEER.
AND ADMINISTERED BY THE TEXAS DEPARTMENT OF LICENSING AND REGULATION (TDLR), UNLESS
ESTABLISHED IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY STANDARDS (TAS), AS PREPARED
THE DESIGN AND CONSTRUCTION OF ALL ELEMENTS OF PEDESTRIAN FACILITIES SHALL MEET THE CRITERIA
RAMP LIMITS
OF PAYMENT
ACCESSIBLE CURB RAMPS AND LANDINGS GENERAL NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
PLAN VIEW ELEVATION VIEW
TRUNCATED DOME PATTERN
CONCRETE PAVER WITH
TRUNCATED DOME SURFACE
1.
2.
3.
4.
5.
SCALE: 1" = 6"
SCALE: 1" = 6"
N.T.S.
N.T.S.
N.T.S.
N.T.S.
7 13/16"
0.9"3
7
/
8
"
0.98"
1.92"
0.98"
2.375"
0.200"
0.98"3 EQ. SPA.
@1.95"
0.98"
SENS ROAD
TOMMY CROMER
97594
43 267
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
TYPE "B-B" INLET DETAILS
JDZ
PDG
1"=1'-0"
3/27/13
15
3'-6"
5
'
-
2
"
M
IN
IM
U
M
6
"
7
3
/
4
"
6"6"2'-6"
SECTION B-B
PLAN VIEW
2'-10 3/4"
2'-4 1/4"
6
"
2'-7"
2'-6"
1
7
/
1
6
"
LEFT FRAME SECTION A-A
1"
PLATE SECTION A-A
3/4"
2'-5 3/4"
6'-0"
6"6"5'-0"
SECTION A-A
24" RCP
3/4"
24" RCP
~
2
7
/
8
"
6
"
1'-0"1'-0"
USE NON-SHRINK GROUT
FOR JOINT CONNECTIONS
ISOLATION JOINT
3/4" REDWOOD
BOARD (TYP.)
CONCRETE
PAVEMENT
~
24" RCP
~
I-B
EAM
I-BEAM SECTION
3'-4
"
1'-0"1'-0"
INVERT CHANNEL
SHAPED W/ 2,500 PSI
SAND-CEMENT MORTAR
(MIN. 1" PER 12" SLOPE)
~
GALVESTON BAY
NATIONAL ESTUARY
PLEASE KEEP IT CLEAN!
HARRIS COUNTY
PRODUCING FOUNDRY
DRAINS TO
GALVESTON BAY
NATIONAL ESTUARY
PLEASE KEEP IT CLEAN!
HARRIS COUNTY
PRODUCING FOUNDRY
DRAINS TO
LIMITS OF CEMENT STABILIZED
SAND BACKFILL EXTENDS UP TO
BOTTOM OF PROPOSED PAVEMENT
~
6
"
3'-0"
1"/FT.
CONCRETE
PAVEMENT
TOP OF CURB
STABILIZED
SUBGRADE
~
ISOLATION JOINT
3/4" REDWOOD
BOARD (TYP.)
BACK OF CURB
ISOLATION JOINT
3/4" REDWOOD
BOARD (TYP.)
ISOLATION JOINT
3/4" REDWOOD
BOARD (TYP.)
GUTTER
~
#5 X 18" LONG
DOWEL BARS
(TYP. BOTH SIDES)
1
0
"
1
0
"
9
3
/
4
"
#5 BARS
(CENTERED)
#5 X 18" LONG
DOWEL BARS
(TYP. BOTH SIDES)
RIGHT FRAME IS OPPOSITE HAND
GENERAL NOTES:
2.
3.
4.
CONCRETE FOR INLET: MINIMUM 4,000 PSI IN 28 DAYS
PRECAST STRUCTURE TO MEET ASTM C913.
FRAME WITH EITHER SOLID PLATE OR GRATE SHALL
5.
BE EAST JORDAN IRON WORKS MODEL V-4243 OR
APPROVED EQUAL.
6.SHOP DRAWINGS WILL BE REQUIRED FOR PRECAST
CONSTRUCTION OF INLET.
IF THE ENGINEER OF RECORD SPECIFIES A CAST-IN
1.CONSTRUCTION AND MATERIALS SHALL MEET
REQUIREMENTS OF ITEM 472 "INLETS".
6
"
1'-0"
(TYP.)
3'-0"3'-4"
3"
1
"
4
"
1
"
1"
1
'
-
1
"
6
"
6
"
9
"
EAST JORDAN IRON WORKS
MODEL V-4243 I-BEAM
1
0
"
1"/FT.
M
IN
.
AA
B
B
(
S
E
E
N
O
TE
8
)
PLACE INLET, HE/SHE SHALL INCORPORATE A DETAILED
DRAWING INTO THE CONTRACT DOCUMENTS. HOWEVER,
IF THE CONTRACTOR ELECTS TO CONSTRUCT A CAST-IN
PLACE INLET, THE CONTRACTOR WILL BE RESPONSIBLE
FOR PROVIDING A DETAIL DRAWING.
7.KNOCK-OUTS ARE NOT PERMISSIBLE FOR PRECAST
CONSTRUCTION OF INLET.
8.5'-2" MINIMUM OR AS SPECIFIED BY THE ENGINEER
OF RECORD.
USE NON-SHRINK GROUT
FOR WATER-TIGHT PIPE
CONNECTIONS AT
GROUT OPENINGS
(2" MIN. ALL AROUND)
USE NON-SHRINK GROUT
FOR WATER-TIGHT PIPE
CONNECTIONS AT
GROUT OPENINGS
(2" MIN. ALL AROUND)
SENS ROAD
TOMMY CROMER
97594
44 267
6"6"2'-6"
SECTION B-B
PLAN VIEW
1'-7"4'-0"6"2
1
'
-
5
"
6
"
1
'
-
0
"
2'-7 1/2"
6
"
3'-2 1/4"
1 3/8"
1 3/8"
2 3/8"3"1"
2'-5 3/4"
BACK OF CURB: FRAME
BACK OF CURB: GRATE
~
24" RCP
3:
1
M
AX.
2'-4 1/2"
2 1/2"
BACK OF CURB
GENERAL NOTES:
3.
4.
6.
CONCRETE FOR INLET: MINIMUM 4,000 PSI IN 28 DAYS
FRONT OF CURB: FRAME WITH EITHER SOLID PLATE OR GRATE SHALL
BE EAST JORDAN IRON WORKS MODEL V-4243 OR APPROVED EQUAL.
7.
BACK OF CURB: SHALL BE EAST JORDAN IRON WORKS FRAME MODEL
V-4882-3 AND GRATE MODEL V-4880-2 WITH (4) BOLT SLOT GRATE
8.
USE PRECAST UNITS FOR STAGE I CONSTRUCTION.
CAST-IN PLACE MAY BE REQUIRED DURING STAGE II CONSTRUCTION.
OR APPROVED EQUAL.
1.CONSTRUCTION AND MATERIALS SHALL MEET REQUIREMENTS OF
ITEM 472 "INLETS".
2'-5 3/4"
BACK OF CURB: GRATE
2
'
-
1
3
/
4
"
3/4"
1 11/16"
1 3/4"
SLOT DETAIL
SHOP DRAWINGS WILL BE REQUIRED FOR THE PRECAST SECTION OF
INLET.
GALVESTON BAY
NATIONAL ESTUARY
PLEASE KEEP IT CLEAN!
HARRIS COUNTY
PRODUCING FOUNDRY
DRAINS TO
I-B
EAM
3:1 MAX.
5
'
-
2
"
M
IN
IM
U
M
6
"
1
'
-
1
"
6
"
ISOLATION JOINT
3/4" REDWOOD
BOARD (TYP.)
GUTTER
3
"
6
"
6"6"5'-0"
SECTION A-A
6'-6"
6'-6"ISOLATION JOINT
3/4" REDWOOD
BOARD (TYP.)
INVERT CHANNEL
SHAPED W/ 2,500 PSI
SAND-CEMENT MORTAR
(MIN. 1" PER 12" SLOPE)
~
TOP OF CURB
2
FROM THE B.O.C. TO THE R.O.W. IS 9'-6".
ELEVATION TO MATCH FLOWLINE OF SWALE.
2'-11" FOR LOCATIONS WHERE THE DISTANCE
1
1
A
1'-6"2'-0"2'-6"6"
4
'
-
0
"
2
6
"
(4) #3 x 1'-0" LG.
DOWEL BARS
#4 @
12" C.C.
#4 @
12" C.C.#4 @
12" C.C.
#4 @
6" C.C.
1'-6"
~
24" RCP
SECTION C-C
IF THE ENGINEER OF RECORD SPECIFIES A CAST-IN PLACE INLET,
HE/SHE SHALL INCORPORATE A DETAILED DRAWING INTO THE CONTRACT
DOCUMENTS. HOWEVER, IF THE CONTRACTOR ELECTS TO CONSTRUCT A
OF
SWALE
6"2'-6"1'-6"6"
GALV
NATION
PLEASE
HARRIS
PRODUCING
DRAIN
SECTION A-A
SECTION B-B
PLAN VIEW
2'-10 3/4"
6
"
2'-7"
2'-6"
1 7/16"
2'-4 1/4"
FRONT OF CURB: LEFT FRAME
SECTION A-A
2'-5 3/4"
2 7/8"
3/4"
1"
3/4"
FRONT OF CURB: PLATE
SECTION A-A
RIGHT FRAME IS OPPOSITE HAND
B
C
1'-0"3'-0"
ISOLATION JOINT
3/4" REDWOOD
BOARD (TYP.)
6
"
LIMITS OF CEMENT
STABILIZED SAND
BACKFILL EXTENDS
UP TO BOTTOM OF
PROPOSED PAVEMENT
#5 X 18" LONG
DOWEL BARS
(TYP. BOTH SIDES)
~
1"/FT.
3'-0"
STABILIZED
SUBGRADE
~
CONCRETE
PAVEMENT
~
(4) BOLT SLOTS
(SEE SLOT DETAIL)
3
:
1
M
AX
.
3
:
1
M
AX
.
6
"
#5 X 18" LONG
DOWEL BARS
(TYP. BOTH SIDES)
#5 BARS
CENTERED
9 3/4"
1
0
"
1
0
"
1'-0"1'-0"
I-BEAM SECTION
3'-4"
3"
1
"
4
"
1
"
1"
EAST JORDAN IRON WORKS
MODEL V-4243 I-BEAM
ISOLATION JOINT
3/4" REDWOOD
BOARD (TYP.)
CONCRETE
PAVEMENT
~
A
B
C
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
MODIFIED TYPE B-B INLET DETAILS
JDZ
PDG
1"=2'-0"
4/1/13
16
LIMITS OF CEMENT STABILIZED SAND
BACKFILL EXTENDS UP TO BOTTOM
OF PROPOSED PAVEMENT
~
5.
PRECAST STRUCTURE TO MEET ASTM C913.
2.SLOPE PAVING SHALL CONFORM TO THE REQUIREMENTS OF
ITEM 491 "REINFORCED CONCRETE SLOPE PAVING AND PAYMENT
SHALL BE INCLUDED IN THE COST OF THE INLET.
1'-0"
R.O.W.
2
" MIN
.
2" MIN.
CLR.
CLR
.
9
"
CAST-IN PLACE INLET, THE CONTRACTOR WILL BE RESPONSIBLE FOR
PROVIDING A DETAIL DRAWING.
KNOCK-OUTS ARE NOT PERMISSIBLE FOR THE PRECAST SECTION OF
INLET.
9.5'-2" MINIMUM OR AS SPECIFIED BY THE ENGINEER OF RECORD.
(
S
E
E
N
O
TE
9
)
USE NON-SHRINK GROUT
FOR WATER-TIGHT PIPE
CONNECTIONS AT
GROUT OPENINGS
(2" MIN. ALL AROUND)
CONCRETE
SLOPE PAVING
2"
10.TOP OF CURB ELEVATION, DITCH AND STORM SEWER FLOWLINES
ARE SHOWN ON THE PLAN AND PROFILE SHEETS.
~
SENS ROAD
TYPE "A" INLET DETAILS
FOR MAXIMUM 30" O.D. PIPE
JDZ
PDG
1"=1'-0"
3/27/13
TOMMY CROMER
97594
45 267
6
"
VA
R
IE
S
6"6"2'-6"
SECTION A-A
PLAN VIEW
3'-2"
2'-4 3/16"
6
"
2'-7 1/4"
2'-6"
1 7/16"
FRAME SECTION A-A
GRATE SECTION A-A
1"3 5/8"1"1 3/16"
2'-5 3/4"
INVERT CHANNEL
SHAPED W/ 2,500 PSI
SAND-CEMENT MORTAR
(MIN. 1" PER 12" SLOPE)
6"6"2'-6"
SECTION B-B
30" O.D.
30" O.D.
MAXIMUM
~
30" O.D.
MAXIMUM
~
A
B
1 7/16"
3
"
GENERAL NOTES:
2.
3.
4.
5.
CONCRETE FOR INLET: MINIMUM 4,000 PSI IN 28 DAYS
PRECAST STRUCTURE TO MEET ASTM C913
FRAME AND GRATE SHALL BE EAST JORDAN IRON WORKS
6.
MODEL V-4880-1 (OPEN AREA 473 SQ. IN.) OR APPROVED
EQUAL.
7.
SHOP DRAWINGS SHALL BE REQUIRED FOR PRECAST
CONSTRUCTION OF INLET.
IF THE ENGINEER OF RECORD SPECIFIES A CAST-IN PLACE
1.CONSTRUCTION AND MATERIALS SHALL MEET REQUIREMENTS OF
ITEM 472 "INLETS".
B
A
2'-5 3/4"
2
'
-
5
3
/
4
"
GRATE PLAN VIEW
~INLET, HE/SHE SHALL INCORPORATE A DETAILED DRAWING INTO
THE CONTRACT DOCUMENTS. HOWEVER, IF THE CONTRACTOR
KNOCK-OUTS ARE NOT PERMISSIBLE FOR PRECAST
CONSTRUCTION OF INLET.
1
'
-
0
"
6
"
1'-0"1'-0"
6
"
3/4" x 6" DOWEL
AT EACH SIDE
3/4" x 6" DOWEL
AT EACH SIDE
CEMENT STABILIZED SAND
BACKFILL FOR INLET LEAD
CONCRETE
(3,000 PSI)
LIMITS OF CEMENT STABILIZED
SAND BACKFILL FOR INLET~
~
VA
R
IE
S
CONCRETE
(3,000 PSI)
6
"
USE NON-SHRINK GROUT
FOR JOINT CONNECTIONS
ELECTS TO CONSTRUCT A CAST-IN PLACE INLET, THE
CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING A DETAIL
USE NON-SHRINK GROUT
FOR WATER-TIGHT PIPE
CONNECTIONS AT
GROUT OPENINGS
(2" MIN. ALL AROUND)
3'-6"1'-0"1'-0"3'-6"
DRAWING.
MAXIMUM
(4) 1" ANCHOR
BOLT HOLES
AS NEEDED
PRECAST SPACER(S)
AS NEEDED
PRECAST SPACER(S)
USE NON-SHRINK GROUT
FOR WATER-TIGHT PIPE
CONNECTIONS AT
GROUT OPENINGS
(2" MIN. ALL AROUND)
SEE NOTE 8
8.CEMENT STABILIZED SAND SHALL EXTEND TO THE BOTTOM OF
PAVEMENT OR SLOPE PAVING, OR 12 INCHES BELOW THE
SURFACE IF INLET IS LOCATED IN AN UNPAVED AREA.
6
"
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
SENS ROAD
TOMMY CROMER
97594
46 267
S
TAG
E
I
C
O
N
S
T
R
U
C
TIO
N
6
"
VA
R
IE
S
6"6"2'-6"
SECTION A-A
PLAN VIEW
6"2'-6"VARIES 6"VARIES
6" CURB
℄ OF
6
'
-
6
"
6
"
6
"
VARIES
6"6"
1
'
-
0
"
1
'
-
0
"
6"6"
6'-6"
6"6"2'-6"
SECTION B-B
2'-0"2'-0"2'-6"
3'-2 1/4"
6
"
2'-7 1/2"
1 3/8"
1 3/8"2 3/8"3"1"
2'-5 3/4"
FRAME SECTION A-AGRATE SECTION A-A
6
"
30" O.D.
~
30" O.D.
MAXIMUM
~
~
30" O.D.
MAXIMUM
2:1 MAX.3:1 MAX.
3:
1
M
AX
.
2:1 MAX.
2'-4 1/2"
2 1/2"
B
AC
K
O
F
C
U
R
B
GENERAL NOTES:
2.
3.
4.
CONCRETE: MINIMUM 4,000 PSI IN 28 DAYS
PRECAST STRUCTURE TO MEET ASTM C913
FRAME AND GRATE SHALL BE EAST JORDAN IRON WORKS MODEL
5.
V-4882-3 FRAME AND V-4880-2 GRATE WITH (4) BOLT SLOT
6.USE PRECAST UNITS FOR STAGE I CONSTRUCTION.
CAST IN PLACE MAY BE REQUIRED DURING STAGE II CONSTRUCTION.
IF THE ENGINEER OF RECORD SPECIFIES A CAST-IN PLACE INLET;
1.CONSTRUCTION AND MATERIALS SHALL MEET REQUIREMENTS OF
ITEM 472 "INLETS".
2
'
-
5
3
/
4
"
GRATE PLAN
2'-1 3/4"
3/4"
1 3/4"
1 11/16"
SLOT DETAIL
(4) BOLT SLOTS
(SEE SLOT DETAIL)
SHOP DRAWINGS WILL BE REQUIRED FOR PRECAST CONSTRUCTION
OF INLET.
#4 @ 12" O.C.E.W.
(TYP. FOR STAGE II
CONSTRUCTION)
1'-0"
R.O.W.
AA
B
B
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
MODIFIED TYPE "A" INLET DETAILS
FOR MAXIMUM 30" O.D. PIPE
JDZ
PDG
1"=1'-6"
3/27/13
13
1'-0"1'-0"1'-0"1'-0"
INVERT CHANNEL SHAPED
WITH 2,500 PSI CONC.
(MIN. 1" PER 12" SLOPE)
LIMITS OF CEMENT STABILIZED
SAND BACKFILL FOR INLET~HE/SHE SHALL INCORPORATE A DETAILED DRAWING INTO THE
7.KNOCK-OUTS ARE NOT PERMISSIBLE FOR PRECAST CONSTRUCTION
OF INLET.
8.CONCRETE SLOPE PAVING SHALL CONFORM TO ITEM 491
"REINFORCED CONCRETE SLOPE PAVING", BUT IS INCIDENTAL TO
CONTRACT DOCUMENTS. HOWEVER, IF THE CONTRACTOR ELECTS TO
CONSTRUCT A CAST-IN PLACE INLET, THE CONTRACTOR WILL BE
RESPONSIBLE FOR PROVIDING A DETAIL DRAWING.
GRATE OR APPROVED EQUAL.
9.STAGE I OF THE INLET SHALL BE PRECAST.
STAGE II SHALL BE CAST-IN-PLACE.
MAXIMUM
USE NON-SHRINK GROUT
FOR WATER-TIGHT PIPE
CONNECTIONS AT
GROUT OPENINGS
(2" MIN. ALL AROUND)
USE NON-SHRINK GROUT
FOR WATER-TIGHT PIPE
CONNECTIONS AT
GROUT OPENINGS
(2" MIN. ALL AROUND)
6
"
THE INLET.
10.MINIMUM CLEARANCE FOR REINFORCING STEEL IN SLOPE PAVING
SHALL BE TWO INCHES.
#4 @ 12" O.C.E.W.
(TYP. FOR STAGE II
CONSTRUCTION)
SENS ROAD
TOMMY CROMER
97594
47 267
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
PRECAST CONCRETE STORM SEWER
MANHOLE DETAILS
JDZ
PDG
AS NOTED
4/3/13
18
2
'
-
0
"
TO
4
'
-
0
"
3'-4 3/4"
FRAME SECTION A-A
COVER SECTION A-A
INVERT CHANNEL
SHAPED W/ 2,500 PSI
SAND-CEMENT MORTAR
(MIN. 1" PER 12" SLOPE)
~
2'-6"
GENERAL NOTES:
2.
3.
4.
CONCRETE FOR MANHOLE: MINIMUM 4,000 PSI IN 28 DAYS
HS-20 LOADING; MANHOLE DESIGN SHALL MEET OR EXCEED
GASKET JOINT: PER ASTM C443
5.FRAME AND COVER SHALL BE EAST JORDAN IRON WORKS
MODEL V-1420 OR APPROVED EQUAL.
6.SHOP DRAWINGS WITH MANUFACTURER'S CERTIFICATION SHALL
BE SUBMITTED FOR ENGINEER'S APPROVAL.
1.CONSTRUCTION AND MATERIALS SHALL MEET REQUIREMENTS
OF ITEM 471 "PRECAST CONCRETE MANHOLES".
~
24" PIPE OR SMALLER
48" INSIDE DIA.
GASKET JOINT
PER ASTM C443
(TYP. ALL JOINTS)
PRECAST SECTIONS
PER ASTM C478
2'-11" OPENING
VA
R
IE
S
6
"
1'-0"
5" THK.
WALL (TYP.)
(TYP.)
CONCENTRIC CONE
2'-0", 2'-6" OR
3'-0" HEIGHTS
48"Ø RISER SECTIONS
1'-0", 2'-0", 3'-0"
OR 4'-0" HEIGHTS
FOR PIPE SIZES 24" OR SMALLER
CEMENT STABILIZED SAND
~
PRECAST CONCENTRIC MANHOLE
INVERT CHANNEL
SHAPED W/ 2,500 PSI
SAND-CEMENT MORTAR
(MIN. 1" PER 12" SLOPE)
~
~
SEE CHART FOR
MAX. PIPE SIZE
48" INSIDE DIA.
GASKET JOINT
PER ASTM C443
(TYP. ALL JOINTS)
PRECAST SECTIONS
PER ASTM C478
2'-11" OPENING
6
"
1'-0"
'B' WALL THK.
(TYP.)
CONCENTRIC CONE
2'-0", 2'-6" OR
3'-0" HEIGHTS
48"Ø RISER SECTIONS
1'-0", 2'-0", 3'-0"
OR 4'-0" HEIGHTS
FOR PIPE SIZES GREATER THAN 24"
CEMENT STABILIZED SAND
~'
C
'
B
AS
E
T
H
K
.
O
R
AS
R
E
Q
U
IR
E
D
'A' INSIDE DIA.
8
"
M
IN
.
5" THK.
WALL (TYP.)
'A' WITH 48"Ø
CONCENTRIC
TRANSITION SECTION
4
1
/
2
"
2'-8 3/16"
1 1/2"
1'-11"2 1/2"
2'-7 7/8"
1 1/2"
PLAN VIEW
FRAME AND COVER
ASTM C478 REQUIREMENTS.
CONCRETE (3,000 PSI)
CONCRETE (3,000 PSI)GRADE RINGS AS
REQUIRED (MAX. 4)
GRADE RINGS AS
REQUIRED (MAX. 4)
6
"
O
R
A
S
R
E
Q
U
IR
E
D
MAXIMUM
DIA.THICKNESS THICKNESS STEELPIPE DIA.
'A''B''C''D'
30"5'-0"6"8"#5 @ 8"
42"6'-0"7"8"#5 @ 8"
54"7'-0"8"10"#6 @ 12" (2 LAYERS)
60"8'-0"9"10"#6 @ 12" (2 LAYERS)
24" PIPE
OR SMALLER
MAXIMUM
PIPE DIA. 'P'
'D' BASE STEEL
EACH WAY
CAST IRON
FRAME AND COVER
CAST IRON
FRAME AND COVER
'
P
'
/
2
1
/
2
P
IP
E
D
IA.
FOUNDRY
PRODUCING
AS
T
M
A
4
8
C
L3
5
8
H
A
R RIS C
OU
N
T
Y
D R A I N S
TO
B
A
YN
O
D
U
M
PI
N
G
N
O
B
OT
E
B ASURA O LIQUIDOS
D
ES
AG
UEDE
L
B
A
H
I
A
PR O D U C I N G F O
U
N
D
R
Y
C L EAN W
A
TE
R
CL
EAR CHOICE AA
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-6"SCALE: 1" = 1'-6"
(SEE CHART)
'P'
INSIDE WALL BASE BASE
USE NON-SHRINK GROUT
FOR WATER-TIGHT PIPE
CONNECTIONS AT
GROUT OPENINGS
(2" MIN. ALL AROUND)
USE NON-SHRINK GROUT
FOR WATER-TIGHT PIPE
CONNECTIONS AT
GROUT OPENINGS
(2" MIN. ALL AROUND)
SENS ROAD
TOMMY CROMER
97594
48 267
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
PRECAST CONCRETE JUNCTION BOX
MANHOLE DETAILS
JDZ
PDG
AS NOTED
4/4/13
19
3'-4 3/4"
FRAME SECTION A-A
COVER SECTION A-A
2'-6"
GENERAL NOTES:
2.
3.
4.
CONCRETE FOR JUNCTION BOX: MINIMUM 4,000 PSI IN 28 DAYS
HS-20 LOADING; MANHOLE DESIGN SHALL MEET OR EXCEED
JOINT SEALANT: RAM-NEK GASKET MATERIAL
5.FRAME AND COVER SHALL BE EAST JORDAN IRON WORKS
MODEL V-1420 OR APPROVED EQUAL.
6.SHOP DRAWINGS WITH MANUFACTURER'S CERTIFICATION SHALL
BE SUBMITTED FOR ENGINEER'S APPROVAL.
1.CONSTRUCTION AND MATERIALS SHALL MEET REQUIREMENTS
OF ITEM 471 "PRECAST CONCRETE MANHOLES".
JUNCTION BOX/MANHOLE
INVERT CHANNEL
SHAPED W/ 2,500 PSI
SAND-CEMENT MORTAR
(MIN. 1" PER 12" SLOPE)
~
~
MAX. PIPE SIZE
(SEE CHART)
2'-11" OPENING
WALL THK.
48"Ø CONCENTRIC
CONE 2'-0", 2'-6"
OR 3'-0" HEIGHTS
WITH CONCENTRIC CONE
CEMENT STABILIZED SAND
~
BOX SIZE I.D.
4 1/2"
2'-8 3/16"
1 1/2"
1'-11"2 1/2"
2'-7 7/8"
1 1/2"
PLAN VIEW
FRAME AND COVER
ASTM C478 AND ASTM C913 REQUIREMENTS.
BOX SIZE MAX. OPENING FLAT SLAB
I.D.SIZE THK.
4'X4'48"8"
FOR 7'X7' AND 8'X8' BOX SIZE: TWO LAYERS OF STEEL REQUIRED.
5'X5'60"10"
6'X6'72"10"
7'X7'84"10"
'D' BASE AND WALL REBAR
AT 12" O.C. EACH WAY
8'X8'96"10"
WALL
THK.
6"
6"
8"
8"
8"
BASE
THK.
6"
8"
8"
8"
8"
BAR
'A'
#4
#5
#5
#5
#5
BAR
'B'
#4
#5
#5
#5
#5
BAR
'C'
#4
#4
#5
#5
#5
*BAR
'D'
#4
#4
#5
#5
#5
(FOR DEPTHS GREATER THAN 15')
*
JUNCTION BOX/MANHOLE
~
MAX. PIPE SIZE
(SEE CHART)
6
"
1'-0"
WALL THK.
(TYP.)
WITH FLAT SLAB
CEMENT STABILIZED SAND
~B
AS
E
T
H
K
.
BOX SIZE I.D.
8
"
M
IN
.
CONCRETE (3,000 PSI)
GRADE RINGS AS
REQUIRED (MAX. 4)
OPENING SIZE
(SEE CHART)
CAST IRON
FRAME AND COVER
FLAT SLAB WITH 35"Ø
CONCENTRIC OPENING
8
"
M
IN
.
6
"
1'-0"
(TYP.)
B
AS
E
T
H
K
.
CONCRETE (3,000 PSI)
GRADE RINGS AS
REQUIRED (MAX. 4)
CAST IRON
FRAME AND COVER
FLAT SLAB WITH 48"Ø
CONCENTRIC OPENING
PLAN VIEW
FLAT SLAB WITH OPENING
'B' REBAR AT 6"
O.C. EACH WAY
MAXIMUM
OPENING SIZE
'A' REBAR
DIAGONAL AT
OPENING
BOX SIZE O.D.
'C' REBAR AT PERIMETER
AND OPENINGS AS SHOWN
(TYP. ALL FOUR WALLS)
'D' BASE AND WALL REBAR
AT 12" O.C. EACH WAY
B
O
X
S
IZ
E
O
.
D
.
'C' REBAR AT PERIMETER
AND OPENINGS AS SHOWN
(TYP. ALL FOUR WALLS)
INVERT CHANNEL
SHAPED W/ 2,500 PSI
SAND-CEMENT MORTAR
(MIN. 1" PER 12" SLOPE)
~1
/
2
P
IP
E
D
IA.
1
'
-
3
"
M
IN
.
FOUNDRY
PRODUCING
A
S
T
M
A
4
8
CL
3
5
8
HA
R RIS C
OU
N
T
Y
D R A I N S
TO
B
A
YN
O
D
UMPI
N
G
N
O
B
O
T
E
B ASURA O LIQUIDOS
D
ES
AG
UEDE
L
B
A
H
I
A
PR O D U C I N G F O U
N
D
R
Y
C L EAN W
A
TE
R
CL
EAR CHOICEA
SCALE: 1"=1'-6"SCALE: 1"=1'-6"
SCALE: 1"=1'-6"
SCALE: 1"=1'-0"
SCALE: 1"=1'-0"
SCALE: 1"=1'-0"
A
(SEE CHART)
MAXIMUM
USE NON-SHRINK GROUT
FOR WATER-TIGHT PIPE
CONNECTIONS AT
GROUT OPENINGS
(2" MIN. ALL AROUND)
USE NON-SHRINK GROUT
FOR WATER-TIGHT PIPE
CONNECTIONS AT
GROUT OPENINGS
(2" MIN. ALL AROUND)
SENS ROAD
TOMMY CROMER
97594
49 267
1'-6"WIDTH VARIES 1'-6"
6
"
H
E
IG
H
T
VA
R
IE
S
6
"
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
STORM SEWER CONSTRUCTION
DETAILS
JDZ
PDG
1"=1'-6"
5/21/13
11
1'-0" FOR 24" I.D. OR LESS
6
"
1
'
-
0
"
I.D.
BACKFILL WITH IN-SITU
MATERIAL COMPACTED
PROCTOR DENSITY
BACKFILL WITH IN-SITU
MATERIAL COMPACTED
PROCTOR DENSITY
PRECAST REINFORCED
CONCRETE BOX
REINFORCED CONCRETE PIPE
BACKFILL WITH IN-SITU
MATERIAL COMPACTED
PROCTOR DENSITY
BACKFILL WITH IN-SITU
MATERIAL COMPACTED
PROCTOR DENSITY
1'-6" FOR I.D. 30"-36"
2'-0" FOR I.D. 42" OR GREATER
1'-6"WIDTH VARIES 1'-6"
4
"
H
E
IG
H
T
VA
R
IE
S
6
"
1'-0" FOR 24" I.D. OR LESS
4
"
1
'
-
0
"
I.D.
BACKFILL WITH IN-SITU
MATERIAL COMPACTED
PROCTOR DENSITY
BACKFILL WITH IN-SITU
MATERIAL COMPACTED
PROCTOR DENSITY
PRECAST REINFORCED CONCRETE
BOX WITH SEAL SLAB
REINFORCED CONCRETE PIPE
BACKFILL WITH IN-SITU
MATERIAL COMPACTED
PROCTOR DENSITY
BACKFILL WITH IN-SITU
MATERIAL COMPACTED
PROCTOR DENSITY
1'-6" FOR I.D. 30"-36"
2'-0" FOR I.D. 42" OR GREATER
6
"
6
"
V
A
R
IE
S
V
A
R
IE
S
WITH SEAL SLAB
12" WIDE "MACWRAP" OR
APPROVED EQUAL AT EACH
JOINT WITH 12 INCH LAP
6" PRECAST SEAL SLAB
OR 7" CAST-IN-PLACE
SEAL SLAB
~
~~
~~
6" PRECAST SEAL SLAB
OR 7" CAST-IN-PLACE
SEAL SLAB
~
LIMITS OF CEMENT
STABILIZED SAND
BACKFILL~
LIMITS OF CEMENT
STABILIZED SAND
BACKFILL~
LIMITS OF CEMENT
STABILIZED SAND
BACKFILL~
LIMITS OF CEMENT
STABILIZED SAND
BACKFILL~
6" MIN.
6
"
M
IN
.
(TYP.)
(
T
YP
.
)
(4) #4
CIRCULAR TIES
3,000 PSI
CONCRETE
~
EXISTING
PIPE
#4 BARS @ 12"
SECTION VIEW
1'-0"1'-0"
1/2" MAX.
ELEVATION VIEW
EXISTING
PIPE
6
"
6
"
M
IN
.
#4 BARS @ 12"
PROPOSED
PIPE
3,000 PSI
CONCRETE
(4) #4
CIRCULAR TIES
WRAP JOINT WITH
30# x 12" ASPHALT FELT
TYPICAL CONCRETE COLLAR
~
M
IN
.
12" WIDE "MACWRAP" OR
APPROVED EQUAL AT EACH
JOINT WITH 12 INCH LAP
ROADWAY NON-ROADWAY
SUBGRADE
PAVEMENT AND
ROADWAY NON-ROADWAY
SUBGRADE
PAVEMENT AND
ROADWAY NON-ROADWAY
SUBGRADE
PAVEMENT AND
ROADWAY NON-ROADWAY
SUBGRADE
PAVEMENT AND
FOR 36" & SMALLER RCP
GENERAL NOTES:
1.FOR RCP LARGER THAN 36" DIAMETER, CONCRETE COLLARS
MUST BE DESIGNED BY THE ENGINEER OF RECORD.
LIMITS OF CEMENT
STABILIZED SAND
BEDDING~
LIMITS OF CEMENT
STABILIZED SAND
BEDDING~
LIMITS OF CEMENT
STABILIZED SAND
BEDDING~
LIMITS OF CEMENT
STABILIZED SAND
BEDDING~
10 YEAR FLOOD
RESTRICTOR ORIFICE
100 YEAR FLOOD
RESTRICTOR
A SECTION
100 YEAR FLOOD
ELEVATION
EXTREME EVENT
EMERGENCY OVERFLOW
DETENTION BASIN
FLOATABLES
COLLECTION
SCREEN
10 YEAR FLOOD
ELEVATION
10 YEAR FLOOD
RESTRICTOR ORIFICE
LIFTING
LUG
MANHOLE
3 FT. MIN.
100 YEAR FLOOD
RESTRICTOR
SCREEN HINGE
1
3
RCP
NOTE: OVERFLOW
NOT TO SCALE
R
.
O
.W
.
CMP DISCHARGE
PER H.C.F.C.D.
STANDARDS
SLOPE PROTECTION PER
H.C.F.C.D. STANDARDS
A A
CONC. 3:1 SLOPE
FLOATABLES COLLECTION SCREEN
4
F
T.
M
IN
.
DETENTION
BASIN
4
F
T.
MIN
.
4 FT. MIN.
SEE DETAIL THIS SHT.
CMP
DISCHARGE
PLAN
RCP
EXTREME EVENT
EMERGENCY OVERFLOW
M.H.
WELD BARS TO
3"x1/4 FLAT BAR
STRUT @ TOE OF
SCREEN
EQUIPMENT STAGING AREA4 FT. MIN.
DEBRIS DEWATERING
AREA
FRONT
OF DEBRIS TO TOP OF STRUCTURE FOR
DEWATERING AND TRUCK PICK UP.
MINIMUM SCREEN AREA (SQ. FT.)=
7. SCREEN DESIGN MAY REQUIRE MULTIPLE 4'
SCREEN, ASSUMING NO BLINDING. SIZE AREA
BELOW RESTRICTOR WALL FOR 10 YEAR FLOW
RATE AND OVERALL SCREEN AREA FOR 100
6. SCREEN SIZE AND NET OPENING AREA TO
ALLOW FLOW RATE OF 1.0 CFS THROUGH
5. PROVIDE ALL-WEATHER ACCESS ROAD TO SCREEN
4. 3:1 MAXIMUM SLOPE FOR TRASH COLLECTION
3. 4' MINIMUM CONCRETE PAVED ACCESS ON
ALL SIDES FOR MAINTENANCE PERSONNEL.
2. SCREEN TO BE DESIGNED FOR HAND RAKING
DESIGN CONSIDERATIONS FOR ENGINEER
1. DESIGN FOR ACCESSIBILITY BY H.C.F.C.D.
WIDE SCREEN PANELS.
EXTREME EVENT
EMERGENCY OVERFLOW
1
4
1
4
YEAR FLOW RATE.
AND DEBRIS REMOVAL SITE.
SCREEN AND CONCRETE PAVING.
GALVANIZED
FLOATABLES
COLLECTION
SCREEN
MAINTENANCE PERSONNEL.
G:\PROJECTS\ACAD10\SPECDWGS\projsign 19980714.1107
.92
Q (CFS)
B
B
C D
C D
2-3/4" OPEN
SPACE BETWEEN
BARS
BAR, 2"x1/4"
FLAT BAR MIN.
STRUT, L2-1/2x2-1/2x1/4
MIN.
VARIES
IN
D
IVID
U
A
L
S
C
R
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N
P
AN
E
L
4
'
-
0
"
M
AX
.
,
3
'
-
0
"
M
IN
.
FLOATABLES COLLECTION SCREEN PLAN
2"Ø HOLE1/2" PLATE
LUG
SECTION
BAR STRUT
LIFTING
LUG
SECTION
2-3/4" SPACE BETWEEN BARS
WELD BARS TO
STRUT
HOT DIP GALV. AFTER FAB.
BAR, 2"x1/4" FLAT BAR MIN.
(SIZE FOR STRUCTURAL LOADS ENCOUNTERED)
LIFTING
LUG
2'-0" MAX.3"x1/4 FLAT BAR
STRUT @ TOE OF
SCREEN
BETWEEN STRUTS
2'-0" MAX.
ANGLE STRUT,
TYP.
2-1/2"Ø HINGE
SLEEVE
L2-1/2x2-1/2x1/4
MIN.
2"Ø MIN.
HINGE PIPE
WELD BARS TO
2" HINGE PIPE
BAR
CHAMFER
SECTION
1/2"Ø
EXPANSION
ANCHORS
HINGE BRACKET
HINGE BRACKET
HINGE
PIPE
REVISION 2; JULY 19, 2004 C.C.
9900 Northwest Freeway
Houston, Texas 77092
ARCHITECTURE & ENGINEERING DIVISION
PUBLIC INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY
1836
SHEET DESCRIPTION:
PROJECT TITLE:
APPROVED BY:
HA RRISCO
UN
T
Y
T E X A S
NAMEDATEREVISIONSNO.
SHT NO:
FILE NO:
FILE NAME:
JOB NO:
DATE:
SCALE:
CK'D BY:
DRAWN BY:
FLOATABLES COLLECTION SCREEN
=19.1
=17.1
50
3/16/2015
TOMMY CROMER
97594
TOMMY CROMER
97594
51 267
TYPE "B" WEEP HOLE.
TYPE A WEEP HOLE.
SEE WEEP HOLE DETAILS.
M
A
T
C
H
LI
N
E
"
A"
12 IN.6
IN
.
C
TYPE C WEEP HOLE
SEE NOTE 5.
SEAL SLAB
CHANNEL
IN
.
BACKFILL MATERIAL
STRUCTURAL
TO BE .
AT
TYPE B
OPTIONAL
KEYED JOINT.
SEE DETAIL B.
SEE WEEP HOLE
FEET O.C.
TYPE A WEEP HOLE
AT
SEE WEEP HOLE DETAILS.
FT. O.C.
WEEP HOLE
SEE WEEP HOLE
AT
NOTE:
FT. O.C.
8
M
IN
M
A
T
C
H
LI
N
E "
A"
M
A
T
C
H
LI
N
E
"
A"
M
A
T
C
H
LI
N
E
"
A"
DETAILS.
SEE WEEP HOLE DETAILS.
IN. SEE TYP.
CHANNEL LINING DETAIL.
5 MIN
DETAILS.
TYPE "B" WEEP HOLE.
SEE WEEP HOLE DETAILS.
SIEVE NO.
SIEVE NO.
1/4 IN
MAX. OPENMIN. OPEN
b.
WEIGHT
MAX. AOS
MIN. AOS
d.
1/8 IN
c.
NO. 8
NO. 4
3/8 IN
3/4 IN
1 IN
PIPE: 4 INCH DIA. SCH. 40 PVC
MATERIALS:
WEEP HOLE NOTES:
DRAIN GRAVEL: SIEVE SIZE FINER
HARDWARE CLOTH:
FILTER FABRIC:
1.
a.
2.
OZ/SY
3.
100 MIN
70 MAX
6 0Z. MIN
0
0 - 60
20 - 90
70 - 100
100
NON-WOVEN GEOTEXTILE
CONCRETE CHANNEL LINING DETAILS NOTES:
4 IN. DIA. PVC PIPE
1
4
IN
4
IN
1
2
IN
2
0
IN
THICKNESS 5 MIN IN.
CONCRETE LINING
H
C
F
C
D
S
t
a
n
d
a
rd
D
e
t
a
il
S
h
e
e
t
_
2
0
1
0
D
E
T
AIL
STAIR DETAIL
GRADE BEAM DETAIL
(SEE NOTE 6)
CONTROL JOINT
PIPE OUTFALL DETAILS
(FOR CMP OUTFALLS 24-42 INCH DIA. ONLY)
EQUIVALENT,
RISER
TREAD
TYP
ASTM A-36,
CONTINUOUS STEEL
TOE OF SLOPE
PLAN
O.C. (EACH LAYER)
J" BOLTS, OR
NUTS & WASHERS
2 GALVANIZED
TYPICAL TRAPEZOIDAL CHANNEL LINING
TOP OF CHANNEL LINING
STAIRS TO BE INSTALLED
AT LOCATIONS SHOWN
ON PLANS. SEE DETAIL.
TYPE "A"
WEEP HOLE (TYP.)
TOEWALL AT UPSTREAM AND
DOWNSTREAM ENDS OF
LINING. (SEE TYP. CHANNEL
LINING DETAIL).
WEEP HOLE
TOEWALL AT TOP OF CHANNEL
LINING. (SEE TYP. CHANNEL
GRADE BEAM-SEE DETAIL
B
O
TT
O
M
WID
TH
TYPE "B"
PLAN
REINF. STEEL
SYMMETRICAL
CL
TO FILTER FABRIC TOP &
APPLY CONST. ADHESIVE
WEEP HOLE DETAILS
%
(SLOPES ONLY)
HALF JOINT
SECTION
CONCRETE CHANNEL
BOTTOM
SEAL SLAB
SEE NOTE 5.
8.
7.
4 FT. MIN.
1.
2.
3.
4.
5.
6.
DOWELS ON
EXPANSION JOINT
1
F
T.
DRAIN GRAVEL
3
F
T.
3 FT.
4
IN
.
15 # ROOFING FELT
PLAN
1
F
T.
DRAIN GRAVEL
4 IN.
1 FT.
1
F
T.
4 IN. DIA. PVC
SECTION
1 FT.
FILTER FABRIC
TYPE "B" WEEP HOLE
SECTION
FILTER FABRIC
4
IN
1
F
T.
DRAIN GRAVEL
1 FT.2 FT.1 FT.
C
3 FT.
1
F
T.
4
IN
.
1 FT.1 FT.
DRAIN GRAVEL
FILTER FABRIC
TYPE "A" WEEP HOLE
SECTION
CONC. CHANNEL
SEAL SLAB
ABOUT
A
A
15 # ROOFING FELT
15 # ROOFING FELT
TYPE "C" WEEP HOLE
L
SEE NOTE 12
SEE NOTE 8.
ALL AROUND
1 FT.
SECTION
CUT WEEP HOLE PIPE FLUSH WITH CONCRETE SURFACE.
IN. CENTERS.
THICKENED
EXTENT OF
PLACED AT
ON EACH 1/2 X 6 IN.
CL
FT.
TOP OF CHANNEL LINING
IN.
IN.
FT.
FT.F
T.
2 FEET
LINING DETAIL.)
3/4 IN.
3/4 IN.
6 IN.
6 IN.
1 FT.
1 FT.
4 IN. DIA. PVC
LINING, SAW-CUT 1 INCH AND REMOVE 4 FEET
WHEN PLACING THROUGH EXISTING CHANNEL1.
PIPE OUTFALL NOTES FOR EXISTING CHANNEL LINING
INCHESBARS
EXPOSE A MIN. OF 18 INCHES OF STEEL.2.
FILTER FABRIC
SEE WEEPHOLE
NOTES.
TYPE A" AND C" WEEP HOLES FOR TYPICAL RECTANGULAR
BOTTOM CONTINUOUSLY
CONCRETE CHANNEL LINING. TO BE STAGGERED.
P.E. SEAL AND SIGNATUARE
ALL AROUND.
CONSTRUCTION JOINT
TYP
.
SEE NOTE 9.
15 # ROOFING FELT
C
O
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C
R
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IN
IN
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SHEET NUMBER
OF
DATE: 12-21-2010
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--
9900 Northwest Freeway
Houston, Texas 77092
6 IN.6 IN.
#
3/4 INCH
SPECIFY REINFORCING
STEEL. SEE NOTE 11.
STEEL. SEE NOTE 11.
SPECIFY REINFORCING
1 MIN FT.
8 IN X 3 FT MIN
8 IN X 2 FT MIN
SPECIFY REINFORCING
STEEL. SEE NOTE 11.
4
M
IN
F
T.
4 MIN FT.
MATERIAL TYPE
MATERIAL TYPE
MATERIAL TYPE
2
MIN F
T.
4 MIN FT.
8 MIN IN.
TYPICAL CHANNEL LINING DETAIL
2 FT.
1 AND 2.
SEE NOTES
F
T.
5 MIN. IN.
8 MIN IN.
MID-SLOPE LINING
2
M
IN
.
F
T.
3
M
IN
F
T.
CENTER OF SLAB.
PLASTIC SLEEVE AND PLACE IN
DOWEL WITH FELT OR USE
GREASE & WRAP ONE END OF
WEEP HOLE NOTES.
FILTER FABRIC. SEE
PILOT CHANNEL
(SEE TABLE
ONE BELOW)
OPTIONAL
BOTTOM WIDTH
6
IN
.
KEYED JOINT.
1 FT.
TYPE B WEEP HOLE.
SEAL SLAB
SEE NOTE 5.
1 AND 2.
A
SEE NOTES
HALF SECTION
IN
.
IN.
INCHES SEE TYP.
SEE WEEP HOLE DETAILS.
F
T.
FT.
FT.
DETAIL A
SEE DETAIL A.
8
M
IN
SPECIFY REINFORCING
STEEL, SEE NOTE 11.
CHANNEL LINING DETAIL.
TOP OF BANK LINING
5 MIN
BOTTOM WIDTH
PILOT CHANNEL
(SEE TABLE ONE)
L
BOTTOM WIDTH
BW < 12 FT
BW = 12 FT - 20 FT
BW > 20 FT 8 FT
6 FT
FLAT BOTTOM
PILOT CHANNEL WIDTH
CHANNEL LINING HALF SECTION
IN.
F
T.
FT.
F
T.
TYPICAL RECTANGULAR CONCRETE
DETAIL B
PROFESSIONAL ENGINEERS.
AND (c) OF THE TEXAS STATE BOARD OF REGISTRATION FOR
IN THE END PRODUCT IN ACCORDANCE WITH RULE 137.33 (b)
THE DETAILS ON THIS SHEET BECOMES RESPONSIBLE FOR ITS USE
WHEN COMPLETED BY OTHERS. AN ENGINEER WHO INCORPORATES
PROJECTS OR PROJECTS TO BE MAINTAINED BY THE HCFCD
THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON HCFCD
SPECIFY REINFORCING
STEEL. SEE NOTE 11.
3 MIN
SPECIFY REINFORCING
STEEL. SEE NOTE 11.
1 FT-6 IN
MIN FT.9.
& DOWNSTREAM.
TOEWALL UPSTREAM
LINING
WITH CHANNEL
TRIM PIPE FLUSH
10.
8 MIN IN.
SEE NOTE 10.
#4 AT 12 INCH O.C. MINIMUM OR EQUIVALENT WELDED WIRE FABRIC.
UPSTREAM AND DOWNSTREAM TOE WALL 3 FOOT MIN. DEPTH AT BOTTOM OF SLOPE AND 8 INCHES THIICK.
DELETE 2 FT FLAT EDGE WHEN LINING IS BELOW TOP OF BANK. SEE MID-SLOPE LINING DETAIL.
NO. 02321-CEMENT STABILIZED SAND.
CEMENT STABILIZED SAND SHALL BE PROVIDED AND PLACED IN ACCORDANCE WITH SPECIFICATION SECTION
B. PLACE CONTROL JOINT ON SLOPES AT 20 FOOT SPACING.
SECTIONS AT 20 FOOT MIN., 60 FOOT MAX. SPACING CONTINUOUSLY THROUGH CHANNEL LINING.
A PLACE CONSTRUCTION AND/OR EXPANSION JOINT IN CONCRETE LOW-FLOW AND TRAPEZOIDAL BOTTOM
JOINTS:
CONCRETE LINED CHANNELS WITH BOTTOM WIDTHS EQUAL TO OR GREATER THAN 20 FEET.
STRUCTURAL CONCRETE GRADE BEAMS SHALL BE INSTALLED TRANSVERSLEY AT 20 FOOT MAX. CENTERS ON
THE BOTTOM OF CONCRETE CHANNELS.
A NON-REINFORCED 4 INCH MINIMUM NONSTRUCTURAL CONCRETE SEAL SLAB WILL BE REQUIRED BENEATH
RIPRAP SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION NO. 02378-RIPRAP AND GRANULAR FILL.
SECTION NO. 02316-STRUCTURAL EXCAVATING AND BACKFILLLING.
EXCAVATION AND BACKFILL FOR CONCRETE CHANNEL LINING SHALL BE IN ACCORDANCE WITH SPECIFICATION
REINFORCING STEEL SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION NO. 03310-CONCRETE.
SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION NO. 03310-CONCRETE.
STRUCTURAL CONCRETE FOR CONCRETE CHANNEL LINING AND NONSTRUCTURAL CONCRETE FOR SEAL SLAB
SPECIFY REINFORCING
STEEL. SEE NOTE 11.
8 MIN. IN.
2
MI
N.
F
T.
& DOWNSTREAM
TOEWALL UPSTREAM
~
RIPRAP DETAIL SHEET
SEE STORM SEWER &
(TYP.)
C CHANNELL
~
~
~
~
~
5 MIN. IN.
1 AND 2.
SEE NOTES
~
1
F
T.
~
1 FT.
~
~
~~~
~
/
15 # ROOFING FELT
~
CLOTH
HARDWARE
CLOTH
HARDWARE
HARDWARE CLOTH W/HARDWARE CLOTH
4 IN. PVC PIPE
OVER END.
~
~~
~
11.
2
0
IN
1
2
IN
4
IN
4
IN
1
2
IN
4 IN. DIA. PVC PIPE
GEOTEXTILE TYP.
CONTINUOUS DRAINAGE
GEOCOMPOSITE WITH 8 OZ.
NON-WOVEN GEOTEXTILE.~
ELEVATION
GEOTEXTILE TYP.
12.VARIES BASED ON SIDE SLOPE. MINIMUM 1 FOOT VERTICAL AT TOE OF SLOPE.
30 DEGREE
INTERVALS
THROUGH PIPE.
AREA
STD\CONCRETE CHANNEL LINING DETAIL
S
E
N
S
R
O
A
D
CL
4
IN
TOMMY CROMER
97594
52 267
CONSTRUCTION
R
O
W
6 IN.
8 IN. CONCRETE BRICK
WALLS AND FLOOR SHALL BE
6 IN. REINFORCED STRUCTURAL
CONCRETE OR WALLS MAY BE
GROUT
6
IN
.
2 FT.
5 IN.
4
F
T
.
3 FT.4 FT.
1 FT.
10 FT. TYP.
1 FT.
3 FT.
2
F
T.
TYP
.
3 FT.4 FT.
10 FT. TYP.
1 FT.8 IN.
3 FT.
D 1
0
F
T
.
TYP
.
D
(24 INCH ONLY)
INTERCEPTOR STRUCTURE
D
SECTION
PLAN
1
1
F
T.
TYP
.
C
8
IN
.
VA
R
IE
S
4
F
T.
6
IN
.
MAX
.
R
O
W
3
F
T.
TYP
.
6 IN.
2
F
T
.
VARIES
12 FT. TYP.
1
.
5
:1
VARIES
8 IN.
2:1
1
0
F
T.
TYP
.
1 FT.
B
8
IN
.
1 FT.
PLAN
SLOPE
VARIES
12 FT. TYP.
5 FT.
5 FT. TYP.
SECTION
(42 INCH MAX.)
5
IN
.
M
AX
.
F
O
R
2
F
T
.
D
IA.
8 IN.
2
F
T.
6
IN
.
5 IN.
6 IN.
R
O
W
B C
6 FT. TYP.
1
.5
:
1
10 FT. TYP.
8 IN.
5 FT.
B
VA
R
IE
S
8
IN
.
8 IN.
A
PLAN
5 FT.
10 FT. TYP.
TYP
.
2
F
T.
2
F
T.
M
AX
5
F
T
.
4 FT.
5
IN
.
FLOWLINE
12 FT. TYP.
A1
0
F
T.
TYP
.
R
O
WSTRUCTURE
INTERCEPTOR
1 FT.
6 IN.
5 FT. 6 IN.
R
O
W
INTERCEPTOR STRUCTURE
TYPICAL OFFSITE DITCH
(42 INCH MAX.)
SECTION
PLAN
#4 BARS
ON 8 IN.
1
.5
:
1
CL
CHANNEL
BOTTOM
PLAN
FABRICATED
ELBOW
SEE NOTE 6.
TYPICAL INTERCEPTOR OUTFALL
STRUCTURE LAYOUT
C BACKSLOPE SWALE
(24 INCH & 30 INCH ONLY)
INTERCEPTOR STRUCTURE
TYPICAL BACKSLOPE
SECTION
CENTERS
SEE NOTE 2.
CENTERS
ON 8 IN.
#4 BARS
CENTERS
ON 8 IN
#4 BARS
SLOPE 6 IN.
20 FT. (MIN.)
1 FT.
R
O
W
6 IN.
P
IP
E
8 IN.
2:1
VARIES
2:1
OFFSITE DITCH
3:1 3:1
1 FT.
1 FT.8 IN.
1 FT.
8 IN.8 IN.
8 IN.
2
F
T
.
TYP
.
8 IN.
COUPLER DETAILS.
SEE BAND
BAND COUPLER.
VARIES
SLOPE
TYP
.
1
F
T.
L
OFFSITE SWALE
OR MATCH
SLOPE
OFFSITE SWALE
OR MATCH
SLOPE
AS
SLOPE
12 FT. TYP.
SEE NOTE 2.
BACKSLOPE
SWALE
URBAN BACKSLOPE
SHEET NUMBER
OF
DATE: 12-21-2010
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INTERCEPTOR STRUCTURE DETAIL NOTES:
P.E. SEAL AND SIGNATURE
C
8 IN.
1
F
T.
1 FT.
8 IN.
8 IN.
8
IN
.8 IN.1 FT.
1 FT.
A
8
IN
.
8
IN
.
INTO SLOPE
5 FT. MIN.
BAND
COUPLER
COUPLER DETAIL
CMP BAND
SEE NOTE 2.
2 FT. MIN.
CEMENT STABILIZED
SECTION
SAND TO SPRINGLINE.
SEE NOTE 2.
6 IN. MIN.
TYP
.
2
F
T.
8
IN
.
4
F
T.
6
IN
.
SEE NOTE 8.
CEMENT STABILIZED SAND
ALL AROUND PIPE.
SEE NOTE 2.
BEDDING HDPE PIPE DETAIL
6
IN
.
1
2
IN
.
BEDDING
SEE NOTE 5.SEE NOTE 5.
COUPLER DETAIL
HDPE PIPE BAND
LINED PIPE.
POLYETHYLENE (HDPE) SMOOTH
HIGH DENSITY CORRUGATED
THE JOINT.
ON EITHER SIDE OF
OF FOUR CORRUGATIONS
TO ENGAGE A MINIMUM
DOUBLE WIDE COUPLER
SECTION
SEE NOTE 5.
SEE NOTE 5.
NECESSARY
CMP OR HDPE PIPE
SEE NOTE 1.
SEE NOTE 1.
CMP OR HDPE PIPE
INTO SLOPE
5 FT. MIN.
1/2 IN.
ALL AROUND
MIN.
1 FT.NEW PIPE
PIPE DETAIL
MAX.
EXISTING PIPE
6 IN. MIN.
MIN.
BEDDING CONCRETE
(TYP.)
EXISTING PIPE
6
IN
.
1 FT.
M
IN
.
6
IN
.
6
IN
.
PROFESSIONAL ENGINEERS.
AND (c) OF THE TEXAS STATE BOARD OF REGISTRATION FOR
IN THE END PRODUCT IN ACCORDANCE WITH RULE 137.33 (b)
THE DETAILS ON THIS SHEET BECOMES RESPONSIBLE FOR ITS USE
WHEN COMPLETED BY OTHERS. AN ENGINEER WHO INCORPORATES
PROJECTS OR PROJECTS TO BE MAINTAINED BY THE HCFCD
THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON HCFCD
SEE NOTE 9.
STAINLESS STEEL BANDS TO
OF CORRUGATIONS (TYP.).
BE LOCATED ON CROWNS
1
.
5
:1
CMP DETAIL
SEE NOTE 11.
SEE NOTE 11.
SEE NOTE 11
SEE NOTE 11.
CEMENT STABILIZED
SAND (1 FT.)
M
IN
.
BY ENGINEER.
AS DIRECTED
STRUCTURE OR
DESIGNATED
PLANS FOR
SHOWN. SEE
INTERCEPTOR
BACKSLOPE
ASPHALT FELT.
30# X 12 IN.
WRAP JOINT WITH
DETERMINED BY THE ENGINEER.
EPOXY CLEAN WATER CLEAR CHOICE LOGO BUTTON ON INTERCEPTORS. LOCATION TO BE
COLLARS ONLY.
STRUCTURAL CONCRETE WITH #4 BARS (GRADE 40) 12 INCH O.C. EACH WAY - FOR
BY THE ENGINEER PRIOR TO INSTALLATION.
THE PLANS ARE APPROXIMATE. FINAL ELEVATIONS AND LOCATIONS SHALL BE FIELD VERIFIED
BACKSLOPE SWALE AND INTERCEPTOR STRUCTURE ELEVATIONS AND LOCATIONS SHOWN ON
OPENING.
TOP, VULCAN FOUNDRY COMPANY, V-4880-1 OR APPROVED EQUAL, APPROX. 489 SQ.IN.
PER UNIT PRICE SCHEDULE. TYPE "B" INLET BOX, COH DWG. NO. 02632-02 WITH GRATE
CONCRETE PAD AROUND TYPE "B" INLET: PAID FOR AS CONCRETE INTERCEPTOR STRUCTURE
CONCRETE CHANNEL LINING.
SEE CONCRETE CHANNEL LINING DETAIL SHEET FOR CMP OUTFALL DETAILS THROUGH
EVER IS HIGHER.
USE ELEVATION INDICATED IN THE TABLE OR 1 FOOT ABOVE NORMAL WATER LEVEL WHICH
IN DETENTION BASINS, SET FLOWLINE OF OUTFALL AT TOE OF THE SLOPE. IN CHANNEL,
MATCH TOP OF CONCRETE WITH NATURAL GROUND.e.
INDICATED REQUIRES A SEPARATE DETAIL.
ANY INTERCEPTOR OUTFALL PIPE LARGER THAN MAXIMUM SIZEd.
EACH WAY.
STEEL REINFORCING-#4 BARS (GRADE 40) AT 12 INCHES ON CENTERc.
2-FEET DEEP X 8-INCH WIDE TOE ALL AROUND THE STRUCTURE.b.
ADJUST LENGTH AND WIDTH IN FIELD AS NECESSARY.a.
INTERCEPTOR STRUCTURES:
03310-CONCRETE.
CONCRETE SHALL BE STRUCTURAL CONCRETE IN ACCORDANCE WITH SPECIFICATION SECTION
WITH SPECIFICATION SECTION 02316-STRUCTURAL EXCAVATING AND BACKFILLING.
EXCAVATION, FILL AND BACKFILL FOR STORM SEWER OUTFALLS SHALL BE IN ACCORDANCE
02321-CEMENT STABILIZED SAND AND SECTION 02316 - STRUCTURAL EXCAVATING.
PROVIDE AND PLACE CEMENT STABILIZED SAND IN ACCORDANCE WITH SPECIFICATION SECTION
CORRUGATED GALVANIZED STEEL PIPE.
2505-HIGH DENSITY POLYETHYLENE, OR APPROVED EQUAL. USE TABLE BELOW FOR
DENSITY POLYETHYLENE (HDPE) PIPE IN ACCORDANCE WITH SPECIFICATION SECTION
PIPE IN ACCORDANCE WITH SPECIFICATION SECTION 02642- CORRUGATED METAL PIPE, HIGH
INTERCEPTOR OUTFALL PIPES WITHIN THE HCFCD RIGHT-OF-WAY SHALL BE CMP OR HDPE 1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
NOTE 10.
SEE
OFFSITE DITCH INTERCEPTOR STRUCTURE
COMBINATION BACKSLOPE &
SEE NOTE 11SEE NOTE 11SEE NOTE 11SEE NOTE 11
SEE NOTE 10.
M
IN
.
SEE NOTE 2.
SEE NOTE 2.SEE NOTE 2.
6 IN.
MAX
.
NOTE:
ASPHALT FELT.
30# X 12 IN.
WRAP JOINT WITH
E
SECTION
F
F
F
F
E
SEE NOTE 2.
1.5 O.D. + 12 IN. MIN.
DETAIL
CONCRETE COLLAR
6 FEET < BW < 20 FT
20 FEET < BW < 60 FT
BW > 60 FT AT TOE OF SLOPE
AT TOE OF SLOPE
1 FOOT ABOVE FLOWLINE
PIPE OUTLET INVERT
2-2/3" X 1/2" CORRUGATION 3" X 1" & 5" X 1" CORRUGATION
PIPE
(in.)(in.)(in.)gage (mm)
24 12 16 .064 1.63
MAXIMUM DEPTH OF COVER ABOVE TOP OF PIPE IS 20 FEET.
MINIMUM DEPTH OF COVER ABOVE TOP OF PIPE,
12
1.63
1.63
1.63
1.63
.064
.064
.064
.064 12
16
16
.064
.064
*
1.63
1.63
16
16
16
16
12
12
12
12
30
36
42
48
MIN.SHEET
(in.)(in.)gage (mm)
*
FOR LARGER PIPE SIZES SEE: STORM SEWER AND RIPRAP DETAILS SHEET
DIA.FILL
-
-
-
---
-
-
-
-
-
-
THICKNESS SHEET THICKNESS
CORRUGATED GALVANIZED STEEL PIPE (TYPE I)
PIPE OUT FALL IN CHANNELS
MIN.*FILL
STD\INTERCEPTOR STRUCTURE DETAILS
HC
FC
D
S
ta
n
d
a
r
d
D
e
ta
il
S
h
e
e
t
s
_
2
0
1
0
BOTTOM WIDTH
9900 Northwest Freeway
Houston, Texas 77092
S
E
N
S
R
O
A
D
TOMMY CROMER
97594
53 267
EXPOSED ABOVE SLOPE
TOP OF TIMBER BENT
GALVANIZED
MAX.
6 FT.
REMOVE EXISTING PIPE
10 FT. MIN. INTO SLOPE
ELBOW
COLLAR DETAIL.
A
A
REMOVE EXISTING PIPE
A
A
10 FT. MIN. INTO SLOPE
SEE NOTE 7.
24-INCH TO 42-INCH DIAMETER
FABRICATED
48-INCH AND LARGER DIAMETER
FABRICATED
PIPE ADJUSTMENT DETAIL
PIPE ADJUSTMENT DETAIL
FABRICATED ELBOW
VARIES
PIPE DIA.
1
2
F
T.
4 IN. X 8 IN.
SEE NOTE 4.
SEE NOTE 7.
8 IN. DIA. PILE
EXISTING
SEE NOTE 2.
D/2 (TYP.)
D
R
O
W
EXISTING PIPE
3 FT. MIN.
R
O
W
A
CMP OR HDPE. SEE NOTE 2.
D
A
SLOPE 6 IN.
20 FT. (MIN.)
EXISTING
D/2
1D
1D
4D 2D
PLAN
CL
CHANNEL
BOTTOM
1 FT.
MAINTENANCE BERM
SEE NOTE 7.
IF CONCRETE LINED,
6D OR TOP OF
PIPE ELEVATION ON
OPPOSITE BANK,
WHICHEVER IS SMALLER.
SEE NOTE 8.
TIMBER BENT FOR OUTFALLS
48 IN. DIA. AND LARGER. SEE
TIMBER BENT DETAIL. SEE NOTE 4.
SEE NOTES
1 & 6.
H
CF
C
D
S
t
a
n
d
a
r
d
De
t
a
il
S
h
e
e
ts
_
2
0
1
0
TYPICAL STORM SEWER OUTFALL
TIMBER BENT FOR OUTFALLS 48 IN. DIA.
AND LARGER. SEE NOTE 4 AND
TIMBER BENT DETAIL.
STRUCTURE LAYOUT
SECTION
MANHOLE
SEE NOTE 6.
TIMBER BENT DETAIL FOR 48-INCH AND LARGER OUTFALLS
MIN. INTO SLOPE
5 FT.
CMP BAND
TYPICAL SECTION ELEVATION
BOLT
GALVANIZED
BOLT
SLOPE 6 IN.
20 FT. (MIN.)
SLOPE 6 IN.
MANHOLE
EXISTING PIPE
EXISTING PIPE
SEE TYPICAL CONCRETE
CONCRETE
COLLAR DETAIL
SEE TYPICAL
8 IN. DIA. PILE
1 FT. MIN.
CMP SEE NOTE 2.
P.E. SEAL AND SIGNATURE
SEE NOTE 3.
SHEET NUMBER
OF
DATE:
DE
S
C
R
IP
TIO
N
R
E
V
DA
TE
AP
P
R
SCALE: NTS
P
R
E
P
AR
E
D
:
A
P
P
R
O
V
E
D
:
C
H
E
C
K
E
D
:
--
S
T
O
R
M
S
E
W
E
R
A
N
D
R
IP
R
A
P
D
E
T
A
IL
S
TYPICAL RIPRAP LINING DETAIL-SIDE SLOPE ONLY
TYPICAL RIPRAP AT CONCRETE CHANNEL LINING
F
T.
A
SECTION
T
PLAN
AA
FT.
SECTION
SECTION
SEE NOTE 9.
SECTION
6 IN.
6
IN
.
A
NOTE 3.
TO SPRINGLINE. SEE
CEMENT STABILIZED SAND
AGAINST CONCRETE.
SLOPE. DO NOT PLACE TOE
BOTTOM & UP
ACROSS CHANNEL
TOE-IN RIPRAP
NOTE:
PIPE
AND LARGER. SEE TIMBER BENT DETAIL.
TIMBER BENT FOR OUTFALLS 48 IN. DIA.
2 T
T
8 MIN.
S
L
O
P
E
M
IN
.
IN.
CMP OR HDPE
TIMBER
4 IN. X 12 IN.
TIMBER
T
SEE NOTE 6.
TC CHANNELL
ALL AROUND PIPE SEE NOTE 3.
PIPE DETAIL
BEDDING HDPE
ELBOW
IN
.
SECTIONA
CEMENT STABILIZED SAND
2 T
20 MIN. FT.
1
/
3
U
P
20 MIN.
SEE NOTE 2.
CMP OR HDPE
6
IN
.
1.5 O.D. + 12 IN. MIN.
PROFESSIONAL ENGINEERS.
AND (c) OF THE TEXAS STATE BOARD OF REGISTRATION FOR
IN THE END PRODUCT IN ACCORDANCE WITH RULE 137.33 (b)
THE DETAILS ON THIS SHEET BECOMES RESPONSIBLE FOR ITS USE
WHEN COMPLETED BY OTHERS. AN ENGINEER WHO INCORPORATES
PROJECTS OR PROJECTS TO BE MAINTAINED BY THE HCFCD
THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON HCFCD
20 FT. (MIN.)
T
2
T
T
2
T
T
SEE NOTE 6.
12-21-2010
T
2
T
IN. GRADE
T (MAT THICKNESS)
NOTE:
118 MIN.
CMP DETAIL
BEDDING
T
AROUND (TYP.)
6 IN. MIN. ALL
STORM SEWER OUTFALL NOTES:
M
IN
.
1
2
1/2 IN.
1 FT.
NEW PIPE
EXISTING
6
IN
.
SEE NOTE 9.
6
IN
.
ASPHALT FELT.
30# X 12 IN.
WRAP JOINT WITH
WAY - FOR COLLARS ONLY.
STRUCTURAL CONCRETE #4 BARS (GRADE 40) 12 INCH O.C. EACH
THROUGH CONCRETE CHANNEL LINING.
SEE CONCRETE CHANNEL LINING DETAIL SHEET FOR CMP OR OUTFALL DETAILS
WATER LEVEL, WHICH EVER IS HIGHER.
CHANNEL, USE ELEVATION INDICATED IN THE TABLE OR 1 FOOT ABOVE NORMAL
IN DETENTION BASIN, SET FLOWLINE OF OUTFALL AT TOE OF THE SLOPE. IN
AS DIRECTED BY THE ENGINEER.
BURY RIPRAP A MINIMUM OF 6 INCHES WITH TOPSOIL ON SIDE SLOPE
02378-RIPRAP AND GRANULAR FILL. FILL RIPRAP VOIDS ANDSECTION
RIPRAP SHALL BE PLACED IN ACCORDANCE WITH SPECIFICATION
SECTION 02316-STRUCTURAL EXCAVATING AND BACKFILLING.SPECIFICATION
STORM SEWER OUTFALLS SHALL BE IN ACCORDANCE WITH
02464-TIMBER BENTS.SECTION
TIMBER BENTS SHALL BE IN ACCORDANCE WITH SPECIFICATION
SPECIFICATION SECTION NO. 02321-CEMENT STABILIZED SAND.
PROVIDE AND PLACE CEMENT STABILIZED SAND IN ACCORDANCE WITH
CORRUGATED GALVANIZED STEEL PIPE.
POLYETHYLENE PIPE, OR APPROVED EQUAL. USE TABLE BELOW FOR
(HDPE) IN ACCORDANCE WITH SPECIFICATION SECTION 02505-HIGH DENSITY
DENSITY POLYETHYLENE PIPE02642-CORRUGATED METAL PIPE, HIGH
SHALL BE CMP OR HDPE IN ACCORDANCE WITH SPECIFICATION SECTION
STORM SEWER OUTFALL PIPES WITHIN THE HCFCD RIGHT-OF-WAY
STORM SEWER OUTFALL STRUCTURE LAYOUT."
ANY DIAMETER, WITH RIPRAP EROSION DIMENSIONED AS SHOWN IN "TYPICAL
INSTALL OUTFALLS 48 INCHES OR LARGER AND TREATMENT PLANT OUTFALLS OF
1.
2.
3.
4.
5.
6.
7.
8.
9.
B
SECTION
B
B
T
~~
~
SEE NOTE 7.
SEE NOTE 3.
~
SEE NOTE 3.
~
~
~
SEE NOTE 3.
~
SEE NOTE 6.
~
SEE NOTE 6.
TOPSOIL OVER RIPRAP
~
~
TOPSOIL OVER RIPRAP
~
~
CONCRETE
~
COUPLER DETAIL
HDPE PIPE BAND
LINED PIPE.
POLYETHYLENE (HDPE) SMOOTH
HIGH DENSITY CORRUGATED
SIDE OF THE JOINT.
CORRUGATIONS ON EITHER
ENGAGE A MINIMUM OF FOUR
DOUBLE WIDE COUPLER TO
INTO SLOPE
5 FT. MIN.
STAINLESS STEEL BANDS TO
OF CORRUGATIONS (TYP.).
BE LOCATED ON CROWNS
MIN.
1 FT.
MIN.
M
IN
.
PIPE
M
IN
.
PIPE
MIN.
MAX.
BAND
COUPLER
SEE NOTE 3.
2 FT. MIN.
SEE NOTE 3.
C CHANNELL
COUPLER DETAIL
F
T.
S
LO
P
E
M
IN
.
1
/
3
U
P
F
T.
S
LO
P
E
M
IN
.
1
/
3
U
P
F
T.
S
LO
P
E
M
IN
.
1
/
3
U
P
PIPE DETAIL
BEDDING CONCRETE
DETAIL
CONCRETE COLLAR
BOTTOM WIDTH
6 FEET < BW < 20 FT
20 FEET < BW < 60 FT
BW > 60 FT AT TOE OF SLOPE
AT TOE OF SLOPE
1 FOOT ABOVE FLOWLINE
PIPE OUTLET INVERT
STD\STORM SEWER AND RIPRAP DETAILS
2-2/3" X 1/2" CORRUGATION 3" X 1" & 5" X 1" CORRUGATION
PIPE
(in.)
MIN.SHEET THICKNESS
(in.)(in.)gage (mm)
24 12 16 .064 1.63
MAXIMUM DEPTH OF COVER ABOVE TOP OF PIPE IS 20 FEET.
MINIMUM DEPTH OF COVER ABOVE TOP OF PIPE,
12
1.63
1.63
1.63
1.63
2.01
2.77
2.77
3.51
4.27
4.27
.064
.064
.064
.064
.079
.109
.109
.138
.168
.168
12
12
12
15
15
18
18
18
18
16
16
16
16
16
16
16
14
14
14
.064
.064
.064
.064
.064
.064
.064
.079
.079
.079
*
1.63
1.63
1.63
1.63
1.63
1.63
1.63
2.01
2.01
2.01
16
16
16
16
14
12
12
10
8
12
12
12
12
12
15
15
18
18
18
30
36
42
48
54
60
66
72
78
84
90
96
8
*MIN.SHEET THICKNESS
(in.)(in.)gage (mm)
*DIA.FILL FILL
-
-
---
---
-
-
-
---
-
-
-
-
-
-
PIPE OUTFALL IN CHANNELS
CORRUGATED GALVANIZED STEEL PIPE (TYPE I)
1
D
E
L
E
T
E
D
"O
R
H
D
P
E
"
F
R
O
M
N
O
TE
#
8
2
/
8
/
1
1
S
F
9900 Northwest Freeway
Houston, Texas 77092
S
E
N
S
R
O
A
D
54
55
56
57
59
60
61
Sides)
(Typ ~
2 ƒ"
C (#4 at 6")
4
•
"
#4 at 12"
2
"
1
•
"
#5 at 6"
(Typ ~ Sides)
#4 at 12"
8
"
R
i
s
e
r
~
H
e
i
g
h
t
v
a
r
i
e
s
8
"
R
i
s
e
r
~
H
e
i
g
h
t
v
a
r
i
e
s
(
Ma
y
b
e
o
m
i
t
t
e
d
)
Const JtConst Jt
0
"
o
r
1
"
SECTION B-B
L2
at 6")
(#4
ELEVATION
B B
PLAN
F
i
l
l
H
e
i
g
h
t
(
0
'
t
o
1
5
'
)
B (#4 at 12")
8
"
8
"
W
8"8"L
8"8"L
H
8"8"L
STATION
STRUCTURE
DESCRIPTION
STRUCTURE
RISER TYPE
L (ft)
STRUCTURE
LENGTH OF
W (ft)
STRUCTURE
WIDTH OF
H (ft)
STRUCTURE
HEIGHT OF
TG. OR TR. ELEVATION
SEE PLAN & PROFILE SHEETS
RISER LOCATION VARIES
STANDARDS
INLET DETAIL
SEE MH OR
REQUIRED
STEEL AS
CUT & BEND
GENERAL NOTES:
73+01.08 LT
73+56.08 LT
91+82.40 LT
92+35.93 LT
6 x 9 JB
6 x 7 JB
MANHOLE
MANHOLE
MANHOLE
MANHOLE
6
6
6
6
9
7
5
5
6
6
OR INLET GRATE WHERE APPLICABLE.
INSTALL MANHOLE RING & COVER
8
"
H
6
"
MI
N
.
RCB OR RCP
PROPOSED
6" MIN.
RCB OR RCP
PROPOSED
82+71.00 LT MANHOLE 5 6
o
n
p
l
a
n
s
h
e
e
t
w
h
e
r
e
c
a
l
l
e
d
o
u
t
CONTROL POINT
STATION/OFFSET CONFIGURATIONS SEE PLAN & PROFILE SHEETS.
DRAWN IN PLAN VIEW. FOR LOCATIONS AND
NOTE: INFLOW AND OUTFLOW PIPES ARE
JUNCTION BOX WITH MANHOLE RISER
N.T.S.
JUNCTION BOX DETAILS
62
6 x 8 JB
6 x 9 JB
5 x 9 JB
8
9
9
has cured
box concrete
after junction
be placed
Pipe Riser to
of pipe (Typ)
of female end
Form to shape
Const Jt
Permiss Const Jt
Permiss
80+88.65 LT 5 65 x 9 JB 9
79+00.00 LT MANHOLE 5 55 x 9 JB 9
75+90.00 LT 5 55 x 9 JB 9INLET
83+13.55 LT MANHOLE 8 68 x 8 JB 8
89+58.00 LT 5 65 x 9 JB 9INLET
SHALL NOT BE PERMITTED.
FOR DUCTILE IRON CASTINGS. ALUMINUM ALLOY CASTINGS
FOR GRAY IRON CASTINGS OR ASTM A536, GRADE 65-45-12
MATERIALS SHALL CONFORM TO ASTM A48, CLASS 35B
SPECIFICATION FOR DRAINAGE STRUCTURE CASTINGS."
REQUIREMENTS OF AASHTO M306, "STANDARD
10. MANHOLE RING AND COVER SHALL CONFORM TO THE
FOR JUNCTION BOX AND INLET OR MANHOLE SEPARATELY.
9. WHEN USED WITH INLET OR MANHOLE, MEASURE AND PAY
JUNCTION BOX (COMP)(SPL).
THE JUNCTION BOX SHALL BE PAID FOR UNDER ITEM
EQUIPMENT AND INCIDENTALS NECESSARY TO CONSTRUCT
8. ALL MATERIALS, MANIPIULATIONS, LABOR, TOOLS,
CAST-IN-PLACE CONCRETE CLOSURE AT JUNCTION BOXES.
7. PRECAST BOX CULVERTS SHALL HAVE A 3'-0" MIN.
TO ASTM C150.
6. ALL CEMENT SHALL BE PORTLAND CEMENT CONFORMING
OF 4,000 PSI PER HARRIS COUNTY SPEC. ITEM 421.
WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH
5. ALL CONCRETE SHALL BE CLASS "C" CONCRETE
REINFORCING STEEL) LEAVING 2 INCH END COVER.
JUNCTION BOX WALLS (BEND AS REQUIRED TO DEVELOP
4. EXTEND RCB OR RCP REINFORCING STEEL INTO
A MINIMUM OF 1‚INCHES CLEAR COVER.
3. REINFORCING BARS SHALL BE ADJUSTED TO PROVIDE
2. ALL REINFORCING STEEL SHALL BE GRADE 60.
THE MAXIMUM FILL HEIGHTS SHOWN.
SPECIFICATIONS FOR HS20 LOADING AND TO
1. DESIGNED ACCORDING TO AASHTO STANDARD
MANHOLE
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
N
:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:19
:0
7
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
e
n
t
F
I
L
E
:
\
\
H
o
u
f
i
l
e
\
b
b
i
\
T
r
a
n
s
\
1
0
2
3
0
1
\
2
0
1
3
0
3
2
9
_
S
e
n
s
D
r
a
i
n
a
g
e
R
e
v
i
s
i
o
n
s
\
D
r
a
w
i
n
g
\
D
R
S
D
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o
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d
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3
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16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
SECTION B-B
PLAN
SCALE: •"=1'-0"
NTS
12"
V
A
R
I
E
S
3
'
-
0
"
MA
X
SECTION A-A
EL=18.50 EL=18.61
EL=15.66 EL=13.36
7'-0"
8'-0"
BOTTOM OF WALL
A A
B
BC
C
24" CMP
1
2
"
ELSEWHERE
DETAILED
HEADWALL
ROW WALL
24" CMP
#5@12"
#5@12"
#5@12"
#5@12"
#5@12"
#5@12"
#5@12"
CONST JT
NTS
S
T
A
8
2
+
5
5
.
0
0
S
T
A
8
2
+
7
4
.
5
0
S
T
A
8
3
+
1
0
.
5
5 S
T
A
8
3
+
3
0
.
7
8
FL=14.00
ALONG ROW)
(MATCH EXISTING GRADE
TOP OF WALL
BEGIN WALL
STA 82+55.00 STA 83+30.78
END WALL
MAT'L
ƒ" EXP JT
EXISTING ROW
12"
SHALL BE BENT OR ADJUSTED TO CLEAR.
REINFORCING STEEL, THE REINFORCEMENT
STEEL AND BLOCKOUTS, PIPES, OR OTHER
IN AREAS OF CONFLICT BETWEEN REINFORCING
ALL REINFORCING STEEL SHALL BE GRADE 60.
ALL CONCRETE SHALL BE f'c=3500 PSI.
SPECIFICATIONS.
DESIGNED IN ACCORDANCE WITH AASHTO STANDARD
4.
3.
2.
1.
GENERAL NOTES:
SECTION C-C
SCALE: •"=1'-0"
12"
V
A
R
I
E
S
3
'
-
0
"
MA
X
7'-0"
8'-0"
1
2
"
ELSEWHERE
DETAILED
HEADWALL
#5@12"#5@12"
MAT'L
ƒ" EXP JT
EXISTING ROW
CHP
AS SHOWN
TTN
WALL DETAILS
PROPOSED RETAINING
63
3/16/2015
TUONG T. NGUYEN
111607
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
N
:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:19
:0
8
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
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F
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:
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f
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b
b
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1
0
2
3
0
1
\
2
0
1
3
0
3
2
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L
L
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3/16/2015
MAR 2015
268
64
DRAINAGE DETAILS
N.T.S.
FLOW EQUALIZER
1'-6"1'-6"5'-0"
N.T.S.
7'X3'RCB 6'X4' RCB
6'X4' RCB
6'X4' RCB
6'X4' RCB
4'-0"4 '-0 "4 '-0 "
4
'
-
0
"
8
'
-
0
"
8'-0"
5'-0"
9
'
-
0
"
4
5
°
45°
GENERAL NOTES:
8
"
8"
6'X4' RCB
USE PATH
SHARED
PROP. 8'
DITCH FL.
EXIST OFFSITE
DITCH TOP OF BANK
EXIST OFFSITE
N.T.S.
PROPOSED OFFSITE DITCH PLAN STA 80+71
PROPOSED DRAINAGE DETAIL PLAN
F
L
O
W
E
Q
U
A
L
I
Z
E
R
CONSTRUCTION EASEMENT
15'x20' TEMPORARY
OF OFFSITE DITCH)
(MATCH TO EXIST FLOWLINE
FL. EL.=14.95
(24")(RCP)(3:1)(C)
PROP. SET (TY II)
STA 80+71, 61' LT
DITCH TOP OF BANK
EXIST OFFSITE
R.O.W.
PROP. WEST DITCH
24" RCP @ 2.00%
PROP. 28 LF
PROP. 6" CONC. CURB
PROP. 7'x3' RCB
(W) 24" FL. EL.=14.39
(N&S) 7'x3' FL. EL.=13.62
PROP. STUB-IN
STA 80+71, 26.60' LT
BOX LENGTHS ARE 8FT UNLESS NOTED
PAID AS CENTERLINE OF BOX LAID
EQUALIZER IS INCIDENTAL
CONNECTION CONCRETE (TYP)
6" FIELD PLACED
PLACED)
EQUALIZER (FIELD
4'-0"W x 3'-0"H
5'-0" x 3'-4"
LEAVE OUT
FOR EQUALIZER
DETAILS SHEET)
(SEE JUNCTION BOX
w/MH RISER
PROP. 5x9 JUNC. BOX
STA 82+71, 25.50' LT. (JB1-3)
(TYP)
#3 @ 3"
A
A
SECTION A-A
8'-0" BOX SECTION (TYP)
Scale:
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HARRIS COUNTY PUBLIC
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268
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ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
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DETENTION BASIN
DETENTION BASIN
NOTES:
AS SHOWN
NOT TO SCALE NOT TO SCALE
6'4'
DETENTION BASIN F216
OUTFALL STRUCTURE DETAILS
OUTFALL PLAN
OUTFALL ELEVATION
NOT TO SCALE
INFLOW PROFILE
65
SCREEN
COLLECTION
FLOATABLE
PROP.
(TOP EL. =17.93)
COLLECTION SCREEN
PROP. FLOATABLE
FL. EL.=14.5'
PROP. INLET OF OUTFALL
TR. EL.=20.72
DETAILS SHEET)
(SEE JUNCTION BOX
PROP. JUNC. BOX W/ MH
STORM SEWER AND RIPRAP DETAILS)
(SEE SHT 51 FOR HCFCD
PROP. RIPRAP
(SEE NOTE 1)
PROP 5" CONC. LINING CHANNEL
@ 2% SLOPE
HIGH BANK OF EMERGENCY OVERFLOW
EL. =19.1
TOE OF EMERGENCY OVERFLOW
LINING (SEE NOTE 1)
PROP. 5" CONC. CHANNEL
PILOT CHANNEL@0.1% SLOPE
TOP OF BASIN BANK EL=20
REINFORCING AND TOEWALL DETAILS.
FOR 5" CONCRETE CHANNEL LINING
"HCFCD CONCRETE CHANNEL LINING DETAILS"
1. REFER TO SHEET 46 (MATCH GROUND ELEVATION 19.1')
END OF CONC. EMERGENCY OVERFLOW PAVING
TOP WIDTH=11' @ 5:1 SIDE SLOPE)
TOP OF CONC. EMERGENCY OVERFLOW
PROP. 78 LF 24" CMP
TOE OF EMERGENCY OVERFLOW
45' BANK OF EMERGENCY OVERFLOW @ 2% SLOPE
20' TOP OF BASIN
11'
10'
4'
16.5' TOE OF SLOPE
15.5' BOTTOM OF BASIN
PROP FL EL=14.5'
15.5' GRADE LINE
20'
FL. EL.=15.9
EL=19.1
100 YR WSEL.
4:1
NATURAL GROUND
24" CMP @1% SLOPE
FL. EL.=16.0
EL.=20
PROP. TOP OF BANK
4:1
3'
3'
18"
PROP. 75 LF 30" CMP @ 0.2%
3'
3'
PROP. 5" TOP SOIL
18"
8"
8"
63
MISCELLANEOUS DETAILS
Scale:
Date:
Job No.:
Approved By:
Checked By:
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Designed By:
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ARCHITECTURE AND
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HARRIS COUNTY PUBLIC
SENS ROAD
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268
BENDING DETAIL
Pay Length Measured
PLAN VIEW
D
ia.
Usual 6'
PRECAST STORM SEWER TEE
C
#12 Gage
Wire
C
Variable
Variable
Handle
B
6"
M
in.
Mortar
Or Concrete
Mi
n
.
6
"
New
Pipe
Pipe To Be Cut
2'-0" Min.
One Turn 6" x 6"
#6 Wire Mesh Or
For Horizontal Or Vertical Placement
B
PIPE COLLAR DETAIL SECTION B-B
Mortar
d = Diameter
Outside Dia. (+) 1'-0"
3" M
in.
6" Min.
Outside Dia.6"Min.DETAIL OF PLUG FOR LIFTING
HOLES IN RCB AND RCP
1/10 T Max.
1
12
Sealed With Mastic
Or Equivalent
*Suggested 1:10 - 1:15
Range
*
D
T = Wall Thickness On Top Of Box Or Pipe
D = Diameter Of Lifting Hole
Minimum Diameter At Bottom Of Plug = D - „"
Maximum 1/10 T Of Plug Not Seated In Lifting Hole
Note: The Plug Shall Be Cast With The Same
Taper As The Lifting Hole.
2/3
T
T
Note: Bending Of Proposed Pipe Sewer Or RCP In A Vertical
& /Or Horizontal Plane Shall Be Accomplished By The
Use Of A "Pipe Collar" Or A "Precast Elbow", As
Approved By The Engineer.
Price Of "Pipe Collar" Or, "Precast Elbow" Shall
Item Reinforced Concrete Pipe.
Pay Length Measurement To Be Along
Horizontal C & Horizontal Plane Of Pipes.
Note: Jointing Material Shall Conform To
Requirements Of Item "Reinforced Concrete
Pipe." Material For Tees Shall Conform To
Requirements Of Item "Reinforced Concrete
Pipe." Payment For Tee To Be In Accordance
With Item "Reinforced Concrete Pipe."
Sewer Or RCP. Mortar Joints To Be Used As Directed By The Engineer.
Removal Of The Existing Plugs For Storm Sewer Or RCP Conns. Shall Be
Considered Incidental To Item "Excavation And Backfill For Structures."
Concrete Plug For End Of Pipe Culvert Or Sewer
ELEVATION
Outside Dimension Of Inlet
Inside Dimension Less •"
O
utside
D
im
en
sion
O
f
Inlet
I
nside
D
im
ension
L
ess
•
"
8 ‚"8 ‚"
3'-10"
8
‚
"
8
‚
"
3'-
10
"
PLAN OF BOTTOM - TYPE APLAN OF BOTTOM - OTHER TYPES
A A
Base & Pav. Not Shown
Reinforced Conc. Cap
Note:No Conc Or Cem
Stab Bkfl Required In
Graded Areas.
COMPLETED
Note:Reinforced Conc. Cap
Shall Be Precasted & Properly
Cured Before PlacIng in
Position.
EXISTING
DETAIL SHOWING METHOD OF CAPPING ABANDONED
MANHOLES OR INLETS (GRADED OR PAVED AREAS)
CSym. About
Conc May Be Class "A"
Cem. Stab. Backfill
Or Paving Conc.
6"
12
"
M
in.
6"
Manhole Or Inlet Frame
To Be Removed
Exist. Asph. Surface
Exist. Conc. Base
Subgrade
1 •
"
SECTION A-A
Min.
3"
2"x4" Battens (Nail To Each Plank With 20d Nails)
3" PlankingELEVATION ELEVATION
SECTION C-C
Pipe
TEMPORARY COVERS FOR ALL TYPES OF INLETS
3" Max
R = Radius
Wrap Joint With
Be Subsidiary To The Unit Prices Bid For
L
Note: The Price Of Plug Shall Be Subsidiary To The Unit Bid Price For Pipe
Minimum Length Of Plug Is 2/3 T +/-
#6 Bar Bent As Shown
Limit Of Base To Be Removed
#5 Bars @ 6"CC Both Ways
Top of Pav
#6 Bar Bent As Shown
30# x 12"Asphalt Felt
w/4~#4 Circular Ties
#4 Bars @12" C-C
Along C L
#12 Gage Wire
MISCELLANEOUS SEWER DETAILS
68
CONCRETE PLUG FOR RCP AND RCB
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
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HARRIS COUNTY PUBLIC
SENS ROAD
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268
30
0
2
19.06
30
0
6
19.05
54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00
65+00 66+00 67+00 68+00 69+00 70+00
PI 71+00
72+00
PI
0
+
0
0
1
+
0
0
2
+
0
0
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Checked By:
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ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
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268
M
A
T
C
H
L
IN
E
S
T
A
.
6
4
+
5
0
M
ATC
H
L
IN
E
S
T
A.
6
4
+
5
0
M
A
TC
H
L
IN
E
S
TA.
7
2
+
5
0
1"=40'
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
S
P
E
N
C
E
R
H
IG
H
W
A
Y
SIGNING AND STRIPING LAYOUT
69
R.O.W.
SENS ROAD
NORTH "C" ST.
(RR)
SENS ROAD
C ST
RD
(30"X30")
R1-1
D
O
N
H
Q
C
H
A
O
ONLY
LANE
CENTER
(24"x36")
R3-9b
AB
L N O
D
A
B
E
E
A
A
C
M
O
Sens
North
G
G
END
ONLY
LANE
CENTER
(24"x36")
R3-9b
(24"x12")
PLAQUE
REG. END
A
B
C
D
E
F
G
H
LEGEND
(RR)REMOVE AND RELOCATE
PROP. PAVEMENT MARKING WHITE (ARROW) (TYPE I)
PROP. 24" WIDE SOLID WHITE PAVEMENT MARKING (TYPE I)
J
K
L PROP. 4" WIDE SOLID YELLOW PAVEMENT MARKING
M PROP. 2-4" WIDE YELLOW PAVEMENT MARKINGS
N PROP. 4" WIDE DASHED YELLOW PAVEMENT MARKINGS (TYPE I)
NOTES
PROPOSED SIGN.
4. ALL SIZE POSTS AND MOUNTING HARDWARE IS INCIDENTAL TO
STRIPING.
SHALL BE REMOVED. THIS SHALL BE INCIDENTAL TO PROPOSED
3. ALL EXISTING STRIPING IN CONFLICT WITH PROPOSED STRIPING
RETAINED BY HARRIS COUNTY.
2. EXISTING SIGNS TO BE REMOVED BY CONTRACTOR AND
TEXAS M.U.T.C.D. AND HARRIS COUNTY STANDARD DETAILS.
1. ALL SIGNING AND STRIPING SHALL CONFORM TO THE
PROP. 4" WIDE DASHED WHITE PAVEMENT MARKING (TYPE I)
PROP. PAVEMENT MARKING WHITE WORD (ONLY) (TYPE I)
PROP. 12" SOLID WHITE PAVEMENT MARKING (TYPE I)
PAVEMENT MARKING DETAILS
SEE DETAIL "D" HARRIS COUNTY STANDARDS
PROP. YELLOW MEDIAN NOSE (TYPE II)
@ 45 @ 20' C-C
PROP. 24" WIDE SOLID WHITE PAVEMENT MARKING
O
RAISED PAVEMENT MARKERS (TY II A-A)
PROP. 4" SQ. 2-WAY REFLECTORIZED YELLOW
HARRIS COUNTY STANDARD PAVEMENT MARKING DETAILS
@ 2' C-C SEE "CROSS HATCHING DETAIL"
@ 45 @ 20' C-C WITH 4" SQ. REFL YELLOW RPM (TY II A-A)
PROP. 24" WIDE SOLID YELLOW PAVEMENT MARKING
PAVEMENT MARKING DETAILS
SEE DETAIL "A" HARRIS COUNTY STANDARD
WITH 4" SQ. REFL. WHITE RPM (TY II C-R) @ 10' C-C
PROP. 8" WIDE SOLID WHITE PAVEMENT MARKING (TYPE I)
EXISITING DIRECTIONAL FLOW
PROPOSED DIRECTIONAL FLOW
HARRIS COUNTY STANDARD PAVEMENT MARKING DETAILS
@ 2' C-C SEE "CROSS HATCHING DETAIL"
@ 45 @ 20' C-C WITH 4" SQ. REFL WHITE RPM (TY II C-R)
PROP. 24" WIDE SOLID WHITE PAVEMENT MARKING P
PROP. 4" WIDE SOLID WHITE PAVEMENT MARKING
PROP. 8" WIDE SOLID WHITE PAVEMENT MARKING
Q
R
(48"x24")
W1-7
HCM
HCM
CRS
L
L
N
END
ONLY
LANE
CENTER
(24"x36")
R3-9b
(24"x12")
PLAQUE
REG. END
XX
LIMIT
SPEED
(24"x30")
R2-1
ONLY
LANE
CENTER
(24"x36")
R3-9b
D
D
C
G
M
O
(30"X30")
R1-1
(48"x24")
W1-7
E
F
M
D E
A
S
S END
S BEGIN
B BEGIN
RAISED PAVEMENT MARKERS (TYPE II C-R)
PROP. 4" SQ. 2-WAY REFLECTORIZED WHITE
RAISED PAVEMENT MARKERS (TYPE I C)
PROP. 4" SQ. 1-WAY REFLECTORIZED WHITE
B END
H S BEGIN
D
S ENDK
M
B BEGIN
B END
S BEGIN
S END
S
S
(VAR x 8")
M4-9N
225 LF
(MATCH EXISTING)
BEGIN PROP. PAVEMENT MARKINGS
STA. 57+83.26
40 LF
R.O.W.
R4-7
(24x30)
F 37LF
F 71LF
K
SHEET 1 OF 3
H
H
CW6-1
(36x36)
73+00 74+00 75+00 76+00 77+00 78+00
PI
79+00
80+00 81+00 82+00 83+00 84+00
PI
1
+
0
0
0
+
0
0
84+00
PI
85+00 86+00 87+00 88+00
89+00PI 90+00
91+00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
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Sheet No:
of
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
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97594
MAR 2015
268
M
A
TC
H
L
IN
E
S
T
A
.
8
4
+
0
0
M
AT
C
H
L
IN
E
S
T
A
.
7
2
+
5
0
M
A
T
C
H
L
IN
E
S
T
A
.
8
4
+
0
0
M
A
TC
H
L
IN
E
S
TA.
9
1
+
0
0
1"=40'
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
SIGNING AND STRIPING LAYOUT
70
NORTH "D" ST.
Little Cedar Bayou
SENS ROAD
SENS ROAD
ONLY
LANE
CENTER
(24"x36")
R3-9b
XX
LIMIT
SPEED
(24"x30")
R2-1
H
D
A B
K
M
D
O
O
L N
A B
O
O
END
ONLY
LANE
CENTER
(24"x36")
R3-9b
(24"x12")
PLAQUE
REG. END
ONLY
LANE
CENTER
(24"x36")
R3-9b
D
A
B
C
D
E
F
G
H
LEGEND
(RR)REMOVE AND RELOCATE
PROP. PAVEMENT MARKING WHITE (ARROW) (TYPE I)
PROP. 24" WIDE SOLID WHITE PAVEMENT MARKING (TYPE I)
J
K
L PROP. 4" WIDE SOLID YELLOW PAVEMENT MARKING
M PROP. 2-4" WIDE YELLOW PAVEMENT MARKINGS
N PROP. 4" WIDE DASHED YELLOW PAVEMENT MARKINGS (TYPE I)
PROP. 4" WIDE DASHED WHITE PAVEMENT MARKING (TYPE I)
PROP. PAVEMENT MARKING WHITE WORD (ONLY) (TYPE I)
PROP. 12" SOLID WHITE PAVEMENT MARKING (TYPE I)
PAVEMENT MARKING DETAILS
SEE DETAIL "D" HARRIS COUNTY STANDARDS
PROP. YELLOW MEDIAN NOSE (TYPE II)
@ 45 @ 20' C-C
PROP. 24" WIDE SOLID WHITE PAVEMENT MARKING
O
RAISED PAVEMENT MARKERS (TY II A-A)
PROP. 4" SQ. 2-WAY REFLECTORIZED YELLOW
HARRIS COUNTY STANDARD PAVEMENT MARKING DETAILS
@ 2' C-C SEE "CROSS HATCHING DETAIL"
@ 45 @ 20' C-C WITH 4" SQ. REFL YELLOW RPM (TY II A-A)
PROP. 24" WIDE SOLID YELLOW PAVEMENT MARKING
PAVEMENT MARKING DETAILS
SEE DETAIL "A" HARRIS COUNTY STANDARD
WITH 4" SQ. REFL. WHITE RPM (TY II C-R) @ 10' C-C
PROP. 8" WIDE SOLID WHITE PAVEMENT MARKING (TYPE I)
EXISITING DIRECTIONAL FLOW
PROPOSED DIRECTIONAL FLOW
HARRIS COUNTY STANDARD PAVEMENT MARKING DETAILS
@ 2' C-C SEE "CROSS HATCHING DETAIL"
@ 45 @ 20' C-C WITH 4" SQ. REFL WHITE RPM (TY II C-R)
PROP. 24" WIDE SOLID WHITE PAVEMENT MARKING P
PROP. 4" WIDE SOLID WHITE PAVEMENT MARKING
PROP. 8" WIDE SOLID WHITE PAVEMENT MARKING
Q
R
NOTES
PROPOSED SIGN.
4. ALL SIZE POSTS AND MOUNTING HARDWARE IS INCIDENTAL TO
STRIPING.
SHALL BE REMOVED. THIS SHALL BE INCIDENTAL TO PROPOSED
3. ALL EXISTING STRIPING IN CONFLICT WITH PROPOSED STRIPING
RETAINED BY HARRIS COUNTY.
2. EXISTING SIGNS TO BE REMOVED BY CONTRACTOR AND
TEXAS M.U.T.C.D. AND HARRIS COUNTY STANDARD DETAILS.
1. ALL SIGNING AND STRIPING SHALL CONFORM TO THE
(48"x24")
W1-7
HCM
HCM
CRS
A B
A
C
G
O
B
S
RAISED PAVEMENT MARKERS (TYPE II C-R)
PROP. 4" SQ. 2-WAY REFLECTORIZED WHITE
RAISED PAVEMENT MARKERS (TYPE I C)
PROP. 4" SQ. 1-WAY REFLECTORIZED WHITE
BEGIN S
S END
(VAR x 8")
M4-9N
North D ST
RDSens
(30"X30")
R1-1
B END
B BEGIN
K MD
NL
F 48LF
END
ONLY
LANE
CENTER
(24"x36")
R3-9b
(24"x12")
PLAQUE
REG. END
F 86LF
SHEET 2 OF 3
M
E
95+0091+00 92+00 93+00 94+00 96+00 97+000
+
0
0
-
1
+
0
0
98+00 99+00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
N
:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:19
:3
7
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
e
n
t
F
I
L
E
:
\
\
H
o
u
f
i
l
e
\
b
b
i
\
T
r
a
n
s
\
1
0
2
3
0
1
\
2
0
1
3
0
3
2
9
_
S
e
n
s
D
r
a
i
n
a
g
e
R
e
v
i
s
i
o
n
s
\
D
r
a
w
i
n
g
\
P
ML
Y
_
0
0
3
.
d
g
n
3
/
16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
24" RCP
1"=40'
M
A
TC
H
L
IN
E
S
TA
.
9
1
+
0
0
R.O.W.
R.O.W.
R.O.W.
SIGNING AND STRIPING LAYOUT
71
NORTH "H" ST.
SENS ROAD
ONLY
LANE
CENTER
(24"x36")
R3-9b
A
R.O.W.
END
ONLY
LANE
CENTER
(24"x36")
R3-9b
(24"X12")
PLAQUE
REG. END
ONLY
LANE
CENTER
(24"x36")
R3-9b
(48"x24")
W1-7
A
B
C
D
E
F
G
H
LEGEND
(RR)REMOVE AND RELOCATE
PROP. PAVEMENT MARKING WHITE (ARROW) (TYPE I)
PROP. 24" WIDE SOLID WHITE PAVEMENT MARKING (TYPE I)
J
K
L PROP. 4" WIDE SOLID YELLOW PAVEMENT MARKING
M PROP. 2-4" WIDE YELLOW PAVEMENT MARKINGS
N PROP. 4" WIDE DASHED YELLOW PAVEMENT MARKINGS (TYPE I)
PROP. 4" WIDE DASHED WHITE PAVEMENT MARKING (TYPE I)
PROP. PAVEMENT MARKING WHITE WORD (ONLY) (TYPE I)
PROP. 12" SOLID WHITE PAVEMENT MARKING (TYPE I)
PAVEMENT MARKING DETAILS
SEE DETAIL "D" HARRIS COUNTY STANDARDS
PROP. YELLOW MEDIAN NOSE (TYPE II)
@ 45 @ 20' C-C
PROP. 24" WIDE SOLID WHITE PAVEMENT MARKING
O
RAISED PAVEMENT MARKERS (TY II A-A)
PROP. 4" SQ. 2-WAY REFLECTORIZED YELLOW
HARRIS COUNTY STANDARD PAVEMENT MARKING DETAILS
@ 2' C-C SEE "CROSS HATCHING DETAIL"
@ 45 @ 20' C-C WITH 4" SQ. REFL YELLOW RPM (TY II A-A)
PROP. 24" WIDE SOLID YELLOW PAVEMENT MARKING
PAVEMENT MARKING DETAILS
SEE DETAIL "A" HARRIS COUNTY STANDARD
WITH 4" SQ. REFL. WHITE RPM (TY II C-R) @ 10' C-C
PROP. 8" WIDE SOLID WHITE PAVEMENT MARKING (TYPE I)
EXISITING DIRECTIONAL FLOW
PROPOSED DIRECTIONAL FLOW
HARRIS COUNTY STANDARD PAVEMENT MARKING DETAILS
@ 2' C-C SEE "CROSS HATCHING DETAIL"
@ 45 @ 20' C-C WITH 4" SQ. REFL WHITE RPM (TY II C-R)
PROP. 24" WIDE SOLID WHITE PAVEMENT MARKING P
PROP. 4" WIDE SOLID WHITE PAVEMENT MARKING
PROP. 8" WIDE SOLID WHITE PAVEMENT MARKING
Q
R
NOTES
PROPOSED SIGN.
4. ALL SIZE POSTS AND MOUNTING HARDWARE IS INCIDENTAL TO
STRIPING.
SHALL BE REMOVED. THIS SHALL BE INCIDENTAL TO PROPOSED
3. ALL EXISTING STRIPING IN CONFLICT WITH PROPOSED STRIPING
RETAINED BY HARRIS COUNTY.
2. EXISTING SIGNS TO BE REMOVED BY CONTRACTOR AND
TEXAS M.U.T.C.D. AND HARRIS COUNTY STANDARD DETAILS.
1. ALL SIGNING AND STRIPING SHALL CONFORM TO THE
HCM
HCM
CRS
C
O
M
G
E
D
MARKINGS BY OTHERS)
(MATCH PROP. PAVEMENT
END PROP. PAVEMENT MARKINGS
STA. 95+22
B A
M
S
RAISED PAVEMENT MARKERS (TYPE II C-R)
PROP. 4" SQ. 2-WAY REFLECTORIZED WHITE
RAISED PAVEMENT MARKERS (TYPE I C)
PROP. 4" SQ. 1-WAY REFLECTORIZED WHITE
(VAR x 8")
M4-9N
North H ST
RDSens
(30"X30")
R1-1
B D
D E O
XX
R2-1
(24x30)
SPEED
LIMIT
D
G
C
F 150LF
F 150LF
F 64LF H
SHEET 3 OF 3
SENS ROAD
TOMMY CROMER
97594
72 267
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
PAVEMENT MARKING DETAILS
SHEET 1 OF 2
JDZ
BH
NONE
6/7/13
21
R.O.W.R.O.W.
R.O.W.
R
.
O
.
W
.
R
.
O
.
W
.
SEE TABLE 1
CURB
CURB
CURB
R.O.W.
CURB
P.I.P.I.
SEE DETAIL "D"*R2
*R1
*R1
WHITE STOP LINE
24" WIDE SOLID
TYPICAL MEDIAN SECTION
(SEE NOTE 5 FOR TANGENT SECTIONS)
20'-0" C-C IN CURVE AREAS ONLY
TYPE II C-R PAVEMENT MARKERS AT
15'40'25'12.5'
500'R
500'R
RAISED PAVEMENT MARKERS (TYPE II C-R)
4" SQ. 2-WAY REFLECTORIZED WHITE
4" WIDE DASHED WHITE STRIPE
RAISED MEDIAN
80% OF STORAGE LENGTH
32'8'32'8'"C"
STREET
PUBLIC
8" WIDE SOLID WHITE STRIPE
"A")
(SEE DETAIL
100' MIN. ON MINOR STREETS
150' MIN. ON MAJOR STREETS
100' MIN.
EDGE OF SHOULDER
R.O.W.
R.O.W.
R
.
O
.
W
.
R.O.W.
R
.
O
.
W
.
EDGE OF SHOULDER
SEE NOTE #4
STREET
PUBLIC
STREET
PUBLIC
P.I.P.I.
WHITE STOP LINE (TYP.)
24" WIDE SOLID
500' R
RAISED PAVEMENT MARKERS (TYPE I-C)
4" SQ. 1-WAY REFLECTORIZED WHITE
4" WIDE DASHED WHITE STRIPE
32'8'32'8'
8" WIDE SOLID WHITE STRIPE (SEE DETAIL "B")
100' MIN. ON MINOR STREETS
150' MIN. ON MAJOR STREETS
100' MIN.
4" WIDE DASHED YELLOW STRIPE
500' R
TANGENT
SECTION
4" WIDE SOLID WHITE STRIPE
(SEE CROSSHATCHING DETAIL)
24" WIDE SOLID YELLOW
(SEE NOTE 5 FOR TANGENT SECTIONS)
20'-0" C-C IN CURVE AREAS ONLY
TYPE I-C PAVEMENT MARKERS AT
MARKERS (TYPE II A-A)
YELLOW RAISED PAVEMENT
4" 2-WAY REFLECTORIZED
2-4" WIDE SOLID YELLOW STRIPE (8" C-C)
SEE DETAIL "C"
24" X 36"
R3-9b
TYPICAL TWO-WAY LEFT TURN SECTION
STRIPE 40' LENGTH
4" SOLID WHITE
R.O.W.
TYPICAL TWO LANE TWO-WAY ROAD
R.O.W.
R.O.W.
R.O.W.
MINIMUM 200'MINIMUM 200'
YELLOW STRIPE
4" WIDE DASHED
WHITE STRIPE
4" WIDE SOLID
MARKERS (TYPE II A-A)
YELLOW RAISED PAVEMENT
4" 2-WAY REFLECTORIZED
15'12.5'12.5'YELLOW STRIPE
2-4" WIDE SOLID
WHITE STOP LINE
24" WIDE SOLID
NOTES:
ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION
OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
FOR STREETS AND HIGHWAYS (TMUTCD).
ALL TRAFFIC BUTTONS AND MARKERS SHALL BE INSTALLED
ADJACENT TO STRIPES (APPROXIMATELY 2").
LEFT TURN STORAGE BAYS SHALL BE A MIN. OF 100' ON MINOR
STREETS AND A MIN. 150' ON MAJOR STREETS.
REPEAT ARROWS AT APPROXIMATELY 1000' INTERVALS WITHIN
TWO-WAY LEFT TURN SECTION.
WITHIN A TANGENT SECTION THE TYPE I-C PAVEMENT MARKERS
SHALL BE PLACED AT 40' C-C ON ROADWAYS WITHOUT CURB
AND GUTTERS.
1.
2.
3.
4.
5.
CROSSHATCHING DETAIL
DIRECTION OF TRAFFIC
1
2
"
1
2
"
1
2
"
24" WIDE SOLID YELLOW
2" FROM STRIPE
MARKER (TYPE II A-A)
4" SQ. PAVEMENT
2" FROM STRIPE
BUTTON (NON-REFL.)
4" YELLOW TRAFFIC
DIRECTION OF TRAFFIC
P.C.
OUTSIDE EDGE CROSSHATCHING DETAIL
EDGE OF SHOULDER
EDGE OF SHOULDER
EDGE OF SHOULDER
EDGE OF SHOULDER
DIRECTION OF TRAFFIC
1
2
"
1
2
"
1
2
"
24" WIDE SOLID WHITE
2" FROM STRIPE
(TYPE I-C OR TYPE II C-R)
4" SQ. PAVEMENT MARKER
2" FROM STRIPE
BUTTON (NON-REFL.)
4" WHITE TRAFFIC
OR SHOULDER
OUTSIDE E.O.T.
WHITE STRIPE
4" WIDE SOLID
WHEN PAVEMENT MARKINGS EXTEND INTO OR CONTINUE THROUGH
AN INTERSECTION AREA, THEY SHALL BE THE SAME COLOR AND AT
LEAST THE SAME WIDTH AS THE LINE MARKINGS THEY EXTEND.
6.
WHEN CROSSWALK MARKINGS ARE USED WITHIN AN ESTABLISHED
SCHOOL ZONE AREA, CONTINENTAL TYPE MARKINGS SHALL BE USED.
ADDITIONAL SET OF "WORD" AND "ARROW" PAVEMENT MARKINGS
7.
8.
SHALL BE USED WHEN TURN LANE STORAGE LENGTH IS 160 FEET
OR GREATER.
SENS ROAD
PAVEMENT MARKING DETAILS
SHEET 2 OF 2
22
JDZ
BH
NONE
6/7/13
TOMMY CROMER
97594
73 267
4'8'4'
2
'
2'
2
'
4'
1'
4'
2'
1'
6'
(
TYP
.
)
(
TYP
.
)
STOP LINE
24" WHITE
STRIPE
12" WHITE
STRIPE
24" WHITE
STOP LINE
24" WHITE
CONTINENTAL TYPE STANDARD TYPE
TYPICAL CROSSWALK PLACEMENT
PAVEMENT MARKER LEGEND
SYMBOL
4" x 4" REFLECTORIZED
RAISED PAVEMENT MARKER
NON-REFLECTIVE 4" DIA.
RAISED TRAFFIC BUTTON
INDICATED DIRECTION OF
TRAFFIC FLOW
DESCRIPTION
20'20'
STRIPES
4" YELLOWMARKERS
PAVEMENT
TYPE II A-A
CENTER LINE DETAIL
CURVE SECTION
40'40'
MARKERS
PAVEMENT
TYPE II A-A
CENTER LINE DETAIL
TANGENT SECTION
RADIUS
MEDIAN *R2*R1
=10'W/2N/A
>10' =40'W/590'
>40'N/AN/A
MEDIAN (1)(1)
UNDIVIDED STREET
DIVIDED STREET D+22'D+22'
INTERRUPTION 1 LTBNO LTB
(1)
D+22'
2 LTB
<40'52.5'45'60'
44'55'50'60'
(2)
(2)
TABLE 1
TYPICAL MEDIAN OPENING "C"
LTB = LEFT TURN BAY
DISTANCE FROM CENTERLINE OF OPENING TO MEDIAN NOSE WITH
LEFT TURN LANE IS 30' FOR RIGHT ANGLE INTERSECTIONS, FOR
DIMENSIONS
(1)
(2)
NOTES:
5'5'
(TYPE II C-R)
2-WAY REFLECTORIZED PAVEMENT MARKERS
FOR DIVIDED ROADWAYS USE 4" SQ.
RAISED TRAFFIC BUTTONS
NON-REFLECTORIZED WHITE
DETAIL "A"
5'
STRIPE
8" WHITE
5'5'
RAISED PAVEMENT MARKERS (TYPE I-C)
4" SQ. 1-WAY REFLECTORIZED WHITE
RAISED TRAFFIC BUTTONS
NON-REFLECTORIZED WHITE
DETAIL "B"
5'
STRIPE
8" WHITE
DIRECTION
OF TRAFFIC
2"
2"
5'5'
RAISED PAVEMENT MARKERS (TYPE II A-A)
4" SQ. 2-WAY REFLECTORIZED YELLOW
BUTTONS
YELLOW RAISED TRAFFIC
NON-REFLECTORIZED
DETAIL "C"
5'
STRIPES
4" YELLOW
DETAIL "D"
E.R.
(FROM ER TO ER)
TO BE PAINTED YELLOW
MEDIAN NOSE CURB
* PAINT FROM THE BACK OF
CURB TO THE GUTTER LINE
TWO-WAY LEFT TURN
CURVE SECTION
20'20'
1
2
'
-
0
"
M
IN
.
TW
O
-
W
AY
L
E
F
T-
TU
R
N
L
A
N
E
80'
MARKERS (TYPE II A-A)
YELLOW RAISED PVM'T
4" SQ. 2-WAY REFL.
TWO-WAY LEFT TURN
TANGENT SECTION
40'40'
1
2
'
-
0
"
M
IN
.
T
W
O
-
W
A
Y
L
E
F
T
-
T
U
R
N
80'
MARKERS (TYPE II A-A)
YELLOW RAISED PVM'T
4" SQ. 2-WAY REFL.
L
AN
E
2"
2"
2"
2"
PAINT
YELLOW
PRIVATE DRIVE 52.5'45'60'
TEMPLATE TO DETERMINE DIMENSION TO MEDIAN NOSE CUT OFF.
D = WIDTH OF DIVIDED STREET(3)
4
"
T
Y
P
.
STRIPES
4" YELLOW
4
"
T
YP
.
CURB
OR FACE OF
EDGE OF LANE
P.C.
RAISED MEDIAN
TYPICAL MEDIAN NOSE
TYPICAL CURB SECTION
RAISED MEDIAN WITH TURN BAY
(FROM PC TO ER)
TO BE PAINTED YELLOW
MEDIAN NOSE CURB
RAISED PAVEMENT
MARKERS
AA
SECTION A-A
SURFACE
REFLECTORIZED
TYPE II (TOP VIEW)
TYPE I (TOP VIEW)
SURFACE
REFLECTORIZED
AA
ADHESIVE
SURFACE
ROADWAY
4
"
TYP
.
E.R.
CURB
OR FACE OF
EDGE OF LANE
(FOR UNDIVIDED ROADWAYS)(FOR DIVIDED ROADWAYS)
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
N
:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:19
:3
9
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
e
n
t
F
I
L
E
:
\
\
H
o
u
f
i
l
e
\
b
b
i
\
T
r
a
n
s
\
1
0
2
3
0
1
\
2
0
1
3
0
3
2
9
_
S
e
n
s
D
r
a
i
n
a
g
e
R
e
v
i
s
i
o
n
s
\
D
r
a
w
i
n
g
\
E
V
S
W_
l
i
m
i
t
s
.
d
g
n
3
/
16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268PREVENTION PLAN
LIMITS OF STORM WATER POLLUTION
225225
S
E
N
S
LA PORTE
FIELD CREST
SUNSET RIDGE
S
l
o
u
g
h
DOGWOOD
IDLEWOOD
MULBERRY
COLLINGSWOOD
RU
S
T
IC
R
O
CK
C
O
TT
O
N
WO
O
D
PECANSH
ELL
R
O
C
K
TE
AK
W
O
O
D
R
E
D
B
IR
D
AS
P
E
N
R
E
D
B
U
D
YO
U
P
O
N
F
ARR
ING
TON
R
U
STIC
G
A
TE
QU
IET
H
ILL
W
IND
ING
FLE
E
TWOO
D
LYNWOOD
BIRCH
MESQUITE
D
R
IF
TW
O
O
D
AL
VY
E
L
M
W
O
O
D
LO
M
AX
MUNICIPAL AIRPORT
LA PORTE
B
ATT
L
E
V
IE
W
FLINTROCK
D
SPENCER
H S
H
IR
L
E
Y
L
AU
R
A
ELIZABETH
HOUSTON
R
O
B
IN
S
O
N
S
A
N
TA
AN
N
A
BOIS D'ARC
DEAF SMITH
SAN JACINTO
MONUMENT
BEXAR
VA
LLE
Y
VIE
W
PLAINBROOK
M
IS
S
IO
N
MILAM
BOWIE
L
E
M
O
N
ALAMO
146
Cedar1
1
T
H
1
6
TH
FAIRMONT
1
6
TH B
a
y
o
u
WALK
GARDEN
146
8
TH
7
T
H
HIGHWAY
1
4
TH
2
3
R
D
C
EAST
1
7
TH
1
8
T
H
1
6
T
H
2
6
T
H
NORTH
1
1
TH
Lit
t
l
e
1
2
T
H
8
T
H
7
TH
FAIR
1
3
TH
1
2
TH
S
T
R
A
N
G
146
WEST FAIRMONT PARKWAY
B
A
Y
A
R
E
A
B
L
V
D
.
S
O
U
T
H
E
R
N
P
A
C
IF
IC
1"=50'
93
BASIN F216
DETENTION
SWPPP NOTES:
A. THE PLACEMENT OF HYDRO-MULCH SEEDING AND
C. THE LOCATION OF VEHICLE WASH AREA INCLUDING
CONCRETE WASHOUTS WILL BE SHOWN ON THE PLANS
ONCE ESTABLISHED BY THE CONTRACTOR. THIS SITE WILL
BE INCLUDED IN THE INSPECTION REPORT
B. THE LOCATION OF CONSTRUCTION SUPPORT ACTIVITIES
INCLUDING MATERIALS, WASTE, BORROW, FILL, AND
EQUIPMENT STORAGE AREA WILL BE SHOWN ON THE
PLAN SHEETS ONCE ESTABLISHED BY CONTRACTOR.
THESE SITES WILL BE INCLUDED IN THE INSPECTION
REPORT.
(4029 LF)
SENS ROAD
PROJECT LIMITS
BLOCK SOD FOR THE FINAL STABILIZATION CAN BE
OR PERMANENT) MEASURE ARE INITIATED.
D. THE FOLLOWING RECORDS WILL BE MAINTAINED BY
THE CONTRACTOR AND WILL BE MADE READILY AVAILABLE
UPON REQUEST TO PARTIES LISTED IN PART III. D.1 OF
THE TPDES GENERAL PERMIT TXR150000:
I. DATES WHEN MAJOR GRADING ACTIVITIES OCCUR;
II. ALL DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY
OR PERMANENTLY CEASE ON A PORTION OF THE SITE; AND
III. THE DATES WHEN STABILIZATION (BOTH TEMP. AND/
IV. CHECK LIST TO BE ON ALL SWPPP SHEETS;
(SHEETS 6 & 7).
FOUND ON THE ROADWAY TYPICAL SECTIONS
60+00 65+0058+00 59+00 61+00 62+00 63+00 64+00 66+00 67+0057+0056+00
T
W
T
T TT
24" RCP24" RCP
CONC. PAVING
DI
WMTPED
FH
PPPPPPGUY
LP
FH
WMLPSIGNBOLLARD
CONC BASE
TPED
LP
BARB
WI
RE
F
ENCE
DITCH FL
DITCH FL
BORE-B-3
•" PL GAS LINE
CENTERPOINT ENERGY
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE 12" WATER LINE 12" WATER LINE
SBC 12-4" "C" PVCSBC 12-4" "C" PVCSBC 12-4" "C" PVC
15
"
SAN
SWR
BORE-B2
SBC MH
STAND
MAIL BOX
LP
DBL SIGN
PP
24" RCP
SIGN
SAN MH
SBC MH
12" WATER LINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE
SBC 12-4" "C" PVC
FL(10" PVC NE.)=13.12'FL(12" PVC E.)=11.66'
TOP= 17.71'
FL(24" PIPE N.)=15.31'FL(24" PIPE S.)=15.31'
TOP= 20.48'
DITCH FL
BARBWIRE FENCE
DITCH FL
10'x4' RCB
24
"
RCP
24
"
RC
P
STORM MH
INLET
INLET
24" RCP
INLET
STORM MH24" RCP
24" RCP
24" RCP SBC 12-4" "C" PVC
OVERHEAD ELECTRICAL
INLET
15" RCP
24" RCP
OEOE
36
1
3
21
.10
4" IP STL GAS LINE
CENTERPOINT ENERGY
4" IP STL GAS LINE
CENTERPOINT ENERGY
12"
P
VC
6" SANITARY FORCE MAIN
12" WATER LINE
70+00
75+00
67+00 68+00 69+00
71+00
72+00 73+00 74+00 76+00 77+00 78+00
N
8
7
°
0
0
'
2
9
.
7
1
"
E
1
+
0
0
0
+
0
0
0
+0
0
S
8
7
°
0
0
'
1
8
.
6
2
"
W
-
1
+0
0
W
W
T
24" RCP
24" RCP
3
6
"
RC
P
FENCE
6' CHAIN LINK
PUMP HSE.
VENT
NORTH
"D"
STREE
T
4'
BARB
WI
RE
FENCE
4' BARE WIRE FENCE
4' HOGG WIRE FENCE
4
'
HO
G
G
WI
RE
FENCE
4' WOOD FENCE
NO
RTH
"
C"
STREE
T
WV
WV
SIGN
PP
PP
GUY
24" RCP24" RCP
CONC.PPGUY
HEDGE
PLANTER
6'
CHAI
N
LI
NK
FENCE
6' CHAIN LINK FENCEOFFICE BLDG
1-STORY BRICK
FLAG POLE
GRASS
TOP= 21.26'
DI
TCH
FL
DITCH FL
DITCH FLDITCH FL
DITCH FL
DI
TCH
F
L
DITCH
FL
DITCH FL
BORE B-4
PP PP
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE
SBC 12-4" "C" PVC
15
"
SAN
SWR
SAN SWR15"
8"
WATE
R
LI
NE
HEDGE
SIDE WALK
W/C RAMP
MYRTLE
CREPT
6"
CONC. PAVING
HEDGE
DITCH FL
SBC MH
DIRT DRWY
PP
MH
SAN
MH
SAN
CENTERPOINT ENERGY 4" IP STL GAS LINE CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE
SBC 12-4" "C" PVC
OVERHEAD ELECTRIC
CONCRETE PAVING
TOP= 21.19'
FL(12" PIPE NW.)=7.89'
TOP= 21.49'FL(12" PIPE NE.)=8.07'FL(12" PIPE S.)=8.11'
TOP= 19.77'
CENTERPOINT ENERGY 4" IP STL GAS LINE
TT
WOOD FENCE
OVERHEAD ELECTRIC
6'
CHAI
N
LI
NK
FENCE
6' CHAIN LINK FENCE
EDG
E
CON
C.
CONC. PAVING
CURB
GUTT
E
R
FENCE
6' CHAIN LINK
48" RCP
HEDGE
HEDGE
ROOF
CONC.
CONC.
FH
WM
PP
GU
A
RD
FENCE
GUARD FENCE
6'
CHAI
N
LI
NK
FENCE
GAS PUMP
TANK
ABOVE GROUND
ROOF OVER HANG
RAMP
30
"
RCP
GUY
PP TPED
TPED
PP
36" RCP
SIGN
DRWY
GRAVEL
ASPHALT PAVING
ASP
HALT
PAV
I
NG
WOOD FENCE
DI
TCH
F
L
TB
EP EP TB
DI
TCH
FL
TB
OE
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
OE
WV
48" RCP
CONC.
12" WATER LINE12" WATER LINE
8"
WAT
E
R
LI
NE
SBC 12-4" "C" PVC SBC 12-4" "C" PVC
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTERP
OI
NT
ENE
RGY
2
"
I
P
PLA
GA
S
LI
NE
BORE B-5
(ABANDONED)
6" SANITARY FORCE MAIN
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
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:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:19
:4
1
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
e
n
t
F
I
L
E
:
\
\
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o
u
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e
\
b
b
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T
r
a
n
s
\
1
0
2
3
0
1
\
2
0
1
3
0
3
2
9
_
S
e
n
s
D
r
a
i
n
a
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e
R
e
v
i
s
i
o
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_
0
1
.
d
g
n
3
/
16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
LEGEND
PREVENTION PLAN
STORM WATER POLLUTION
1"=40'
NOTES:
SENS ROAD
M
AT
C
H
L
IN
E
S
T
A.
6
7
+
0
0
JDC
LC PROP. SENS ROAD
R.O.W.
R.O.W.
R.O.W.
R.O.W.
94
L
M
AT
C
H
L
IN
E
S
T
A
.
6
7
+
0
0
C PROP, SENS ROAD
R.O.W.
R.O.W.
R.O.W.
R.O.W.M
AT
C
H
L
IN
E
S
T
A.
7
8
+
0
0
N
O
R
TH
"
C
"
S
T
.
N
O
R
T
H
"
D
"
S
T.
RFB
HM
SOD
FF
DISTURBED AREA
STABILIZED CONSTRUCTION ACCESS
INLET PROTECTION BARRIERIPB
STORM SEWER FLOW DIRECTION
IPB
IPB IPB
IPB IPB
IPB
IPB
IPB
IPBIPB
IPB
IPB
CTW CONCRETE TRUCK WASHOUT AREA
BSA BARREL STORAGE AREA
RFD
SCFILTER FABRIC
REIN FILTER FABRIC BARRIER
FILTER DAM
HYDRO-MULCH
16" SODDING
SENS ROAD
SHEET 1 OF 2
STAGE 2
STAGE 2
STAGE 1,2
STAGE 1,2 STAGE 1,2 STAGE 1,2
STAGE 1,2
STAGE 1,2
STAGE 1,2
STAGE 1,2
STAGE 1,2 STAGE 1,2
iv. Check list to be on all SWPPP Sheets:
permanent) measure are initiated.
iii. The dates when stabilization (both temporary and/or
or permanently cease on a portion of the site; and
ii. All dates when construction activities temporarily
i. Dates when major grading activities occur;
in Part III. D.1 of the TPDES General Permit TXR150000:
will be made readily available upon request to parties listed
d. The following records will be maintained by the contractor and
This site will be included in the inspection report.
will be shown on the plans once established by the contractor.
c. The location of vehicle wash area including concrete washouts
These sites will be included in the inspection report.
will be shown on the plan sheets once established by contractor.
materials, waste, borrow, fill, and equipment storage area
b. The location of construction support activities including
typical section (sheets 6&7).
for final stabilization can be found on the roadway
a. The placement of Hydro-mulch seeding and Block Sod
90+00
95+00
88+00
89+00
91+00 92+00 93+00 94+00 96+00 97+00
S
8
6
°
5
9
'
4
9
.
5
5
"
W
0
+
0
0
-
2
+
0
0
-
1
+
0
0
98+00 99+00
-
3
+
0
0
W
T
T
WM
WM PP
MB
MB
GUY
CO 30" RCP
30" RCP
36" RCP
36" RCP
BOLARD BOLARD
TPED
GRASS
GV
WM
SIGN
GV
HEDGE
HEDGE
30" PECAN
PP
15" PECAN
15" PECAN 24" PECAN
C/O
CONC
GRASS
24" RCP
WM
24" RCP24" RCP24" RCP
30" PECAN
DBL SIGN
DITCH FL
DITCH FL
DITCH FL
DITCH FL
DITCH FL
1•" IP STL GAS LINE
CENTERPOINT ENERGY
SBC 12-4" "C" PVC
10" SAN SWR 10" SAN SWR
WV
PP
HEDGE PP
HEDGE
MYRTLE
CREPT
6"
SBC MH
CENTERPOINT ENERGY 4" HP STL GAS LINE
SBC 12-4" "C" PVC
8" WATER LINE
10" SAN SWR
OVERHEAD ELECTRIC
TOP= 18.87'
FL(10" PIPE S.)=10.36'
FL(10" PIPE N.)=10.61'
TOP= 18.40'
4" HP STL GAS LINE
CENTERPOINT ENERGY
W
30"RCP
36"RCP
36"RCP30"RCP
30"RCP
DITCH FL
DITCH FL
DITCH FL
GRAV
EL
DRI
VE
GRAV
EL
DRI
VE
MET
AL
GU
A
RD
RAI
L
MET
AL
GU
A
RD
RAI
L
ASPHALT ASPHALT
MH
SAN
PP
GVWMWMGV
WM WM
PP
CONC.
DITCH FL
TB
T
T
30" PECAN
GA
S
LI
NEBOLLARDS
PPPP
DBL SIGN
GUY
GUY
WM
GRASS
PP
PP
PP
WV
WV
PP
WV
FH
DI
24" RCP
GA
S
LINE
24 PECAN
SIGN
DBL SIGN
TPED PP
BOLARD
ASPH.
WM
W FAUCET
DI
TCH
FL
BOLLARD
30" RCP
30" RCP
36" RCP
36"
RCP
24" RCP
DI
SIGN
DBL
POST
ASPHALT PAVING
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
T
B
TB
TB
TB
EP
EP
TB
DITCH
F
L TB
EP
EP TB
DI
TCH
FL
TB
ASP
HALT
PAV
I
NG
MHW TB
DITCH FL
TB
60" RCP 60" RCP 60" RCP
GRAVEL
CONCRETEMHW
MHW 2
4
"
PVC
GI
MHW
SV
SCB
FH
SIGN
STOP
T
8
"
WATE
R
LI
NE
2" WATER LINE
8"
WATE
R
LI
NE
8" WATER LINE
2" WATER LINE
8" WATER LINE
SBC 12-4" "C" PVC
SBC MH
TOP= 17.92'
SBC 12-4" "C" PVC
CENTERPOINT ENERGY 4" IP STL GAS LINE
8" WATER LINE
BORE B-9
•
"PLA
GA
S LI
NE
CENTERPOINT
ENERGY
36"RCP
36"RCP
ELECTRIC
OVERHEAD
8" WATER LINE
80+00
85+00
79+00
81+00
82+00
83+00
84+00 86+00 87+00 88+00
78+00
T
T
HEADWALL
GUARD FENCE
SIGN
GUARD FENCE
WM
MB
PP
PP
24" RCP
GAS LINE
SIGN
CONC
WOOD FENCE
WOOD FENCETPED
DITCH FL
PP
ASPHALT PAVING
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
TB
CONCRETE
GI
2" CREPE MYRTLE
2" CREPE MYRTLE
2" CREPE MYRTLE
2" CREPE MYRTLE 2" CREPE MYRTLE
2" CREPE MYRTLE
FOC SIGN
LIGHTLIGHT
SIGN
CO
SV
SCB
GI
48" RCP
PP
T
BOLLARD
DIRT DWY
PP
GV C/O
24" RCP24" RCP
CONC.WM
ASPH
GA
S
L
I
NE
GAS
LI
NE
GAS LINE
60" RCP
GV
PP
MBMB
POST
4" HB4" HB
10" HB
10" CEDAR
14" MAG.
HEDGE
24" RCP
4
'
BR
D.
F
NC
4'
B
R
D.
F
N
C
8" ELM
DIRT DRWY
MB
GAS
LI
NE
PP
GV
WM
60" RCP
24" RCP
PP
PP
PP
10" HB
ROA
D
GRAV
EL
S/T
4' BRD. FNC
HEADWALL
SIGN
P
I
PELI
NE
P
I
PELI
NE
PI
P
E
L
I
NETB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB X
X
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
MYRTLES
CREPT
GUARD RAIL CONCRETE
GM
MHW MHW
MHW
CO
CONCRETE
CONCRETE
WM
T T
12" WATER LINE12" WATER LINE12" WATER LINE
SBC MH
TOP= 18.94'
SBC 12-4" "C" PVC
SBC MH SBC 12-4" "C" PVC
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
BORE B-6
BORE B-7
BORE B-8
1
0
+
0
0
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
N
:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:19
:4
2
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
e
n
t
F
I
L
E
:
\
\
H
o
u
f
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e
\
b
b
i
\
T
r
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n
s
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1
0
2
3
0
1
\
2
0
1
3
0
3
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s
D
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d
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3
/
16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
C PROP SENS ROAD L
PREVENTION PLAN
STORM WATER POLLUTION
1"=40'
JDC
M
A
T
C
H
L
IN
E
S
T
A
.
7
8
+
0
0
M
A
TC
H
L
IN
E
S
TA.
8
8
+
0
0
M
A
TC
H
L
IN
E
S
TA
.
8
8
+
0
0
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
LC PROP. SENS ROAD
R.O.W.
R.O.W.
R.O.W.
R.O.W.
UNIT No. F216-00-00
LITTLE CEDAR BAYOU
N
O
R
T
H
"
H
"
S
T
.
95
PROP DETENTION BASIN F216
LEGEND
RFB
HM
SOD
FF
INLET PROTECTION BARRIERIPB
SCA
SCA
IPB
IPB
IPB
IPBIPBIPBIPB
IPB IPB
IPB
IPB IPB
IPB
IPBIPB
IPB
IPB
IPB IPB
IPB
CTW CONCRETE TRUCK WASHOUT AREA
BSA BARREL STORAGE AREA
IPB
IPB
ACCESS
DISTURBED AREA
STABILIZED CONSTRUCTION
IPB
NOTES:
RFD
SCFILTER FABRIC
REIN FILTER FABRIC BARRIER
FILTER DAM
HYDRO-MULCH
16" SODDING
R
FD R
FD
IPB
SENS ROAD
SENS ROAD
STORM SEWER FLOW DIRECTION
SHEET 2 OF 2
STAGE 1,2
STAGE 1,2
STAGE 1,2
STAGE 1,2
STAGE 1,2
STAGE 1,2
STAGE 1,2
STAGE 1,2STAGE 1,2
STAGE 1,2 STAGE 1,2
STAGE 1,2STAGE 1,2
STAGE 1,2
STAGE 1,2
STAGE 1,2
STAGE 1,2
STAGE 1,2
STAGE 1,2
STAGE 1,2STAGE 1,2
STAGE 1,2 STAGE 1,2
STAGE 1,2
iv. Check list to be on all SWPPP Sheets:
permanent) measure are initiated.
iii. The dates when stabilization (both temporary and/or
or permanently cease on a portion of the site; and
ii. All dates when construction activities temporarily
i. Dates when major grading activities occur;
in Part III. D.1 of the TPDES General Permit TXR150000:
will be made readily available upon request to parties listed
d. The following records will be maintained by the contractor and
This site will be included in the inspection report.
will be shown on the plans once established by the contractor.
c. The location of vehicle wash area including concrete washouts
These sites will be included in the inspection report.
will be shown on the plan sheets once established by contractor.
materials, waste, borrow, fill, and equipment storage area
b. The location of construction support activities including
typical section (sheets 6&7).
for final stabilization can be found on the roadway
a. The placement of Hydro-mulch seeding and Block Sod
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
N
:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
4
:19
:4
3
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
e
n
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F
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:
\
\
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1
0
2
3
0
1
\
2
0
1
3
0
3
2
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2
1
6
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d
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/
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5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
21.821.6 21 .4 21 .1 1 7 .1 19.818.1 16 .7 15 .9 16 .6 18 .4 17 .5 17 .3 18 .3 18 .0 18 .2 19 .1 19 .1 19 .1 18 .9 19 .5 19 .4 19 .4 19 .6 19 .1 19 .0 18 .9 18 .9 19 .2 19 .0 18 .8 18 .8 19 .5 19 .5 19 .5 19 .3 19 .2 19 .1 19 .2 19 .3 19 .3 19 .3 19 .3 19 .1 19 .6 19 .5 19 .5 19 .5 19 .3 19 .2 18 .8 1 9.5 19 .419.3 19 .2 19 .2 19 .0 19 .7 19 .7 19 .7 19 .3 19 .5 18 .9 18 .8 19 .7 19 .6 19 .7 19 .7 19 .4 18 .8 18 .8 19 .8 19 .7 19 .8 19 .6 19 .4 19 .1 19 .0 19 .7 19 .8 19 .6 19 .5 19 .3 19 .0 1 9 .0
21.70
21.78
21.92
22.03
22.1215.0 15 .3 1 4.714.615.2 15 .1 15 .7 19 .7 19 .8 19 .4 18 .9 18 .7 19 .0 18 .9 19 .0 18 .7 17 .7 19 .7 19 .7 19 .5 19 .8 19 .6 19 .1 19 .8 1 9 .7 19 .5 18 .520.220.3 18 .6 20.320.2 18 .4 20.220.218.920.420.6 18 .8 19 .9 20.4 18 .8 20 .019.5 18 .9 19.2 19 .0 19 .4 20 .0 19 .2 19 .519.5 19 .6 19 .2 19 .3 19 .4 19 .4 1 9 .7 20 .4 19 .2 20 .2 19 .8 19 .8 19 .5 19 .8 19 .5 SET †" I.R.
W/"BASELINE CORP" CAP
STATION 80+00
50' LT OF PROPOSED BASELINE
FND. †" I.R.
W/"BASELINE CORP" CAP
N 86° 50' 24" E 642.64' (CALLED EAST 642.61')
SET †" I.R.
W/"BASELINE CORP" CAP 15.6
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ELEV=24.53
BM K1244
LIVESTOCK PENS (NOT IN USE)
FND. •" I.R.
TREE LINE
S
0
3
°
1
0
'
4
2
"
E
7
0
9
.
8
6
'
19.7
BORE
19.4
BORE
HCCF NO. F507702, OPRRPHCT
EXECUTED JANUARY 17, 1978
JAMES A. TURLINGTON
TO
WESTEREN EQUITIES CORPORATION
(CENTERED ON LOT LINE)
SERVES LOTS 2, 18, 19, 22 & 23
60 FOOT WIDE INGRESS EGRESS EASEMENT
N 86°51' 49" E 611.00'FND. •" I.R.
POINT OF BEGINNING
FND.†" I.R.
W/"BASELINE CORP" CAP
N=13,815,012.60
E=3,224,002.88
FND. •" I.R.
0.77' WEST OF
LINE
8
5
.
5
6
'
S
0
6
°
0
3
'
0
6
"
E
S 86°51'49" W 620.53'
1
9
0
.
0
0
'
N
0
3
°
1
0
'
4
2
"
W
1
9
0
.
2
5
'
S
0
6
°
0
3
'
0
6
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E19.7 18 .7
19.4
BORE
19.4
BORE
10116
HEAD
WALL
GU
A
RD
F
ENCE
S
IGN
WOOD LINE
WM
MB
PP
PP
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4
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RC
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WOO
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DI
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FL
PP
ASP
HA
LT
PAVI
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TB
TB
EP TB
DI
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FL
TB
TB TB
TOP BANK DITCH
36
"
CEDA
R
2
"
CREPE
MYRTL
E
2"
CREPE
MYR
TL
E
CO
48
"
RCP
3
0
"
PVC
MHS
T
4"
HB
4"
HB
1
0
"
HB
WOO
D
F
ENCE
24
"
RC
P
4' BRD. FNC
4' BRD. FNC
8"
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L
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PP
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4'
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4' BRD. FNC.
HEAD
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SI
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EP EP TB
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4
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4
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7
8
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8
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+
0
0
8
2
+
0
0
8
3
+
0
0
8
4
+
0
0
P
I
DETENTION BASIN F216
0'40'80'160'40'
GRAPHIC SCALE
1"=80'
LEGEND
RFD
SOD
IPB
SCAPROP R.O.W.
IPB
(100' R.O.W.)
PROP. SENS ROAD
P
R
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.
W
.
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.
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.
PREVENTION PLAN
STORM WATER POLLUTION
96
@ 0.1%
PROP PILOT CHANNEL
LITTLE CEDAR BAYOU
HCCF NO. F507702, OPRRPHCT
EXECUTED JANUARY 17, 1978
JAMES A. TURLINGTON
TO
WESTEREN EQUITIES CORPORATION
(CENTERED ON LOT LINE)
SERVES LOTS 2, 18, 19, 22 & 23
60 FOOT WIDE INGRESS EGRESS EASEMENT
SOD
STORM SEWER FLOW DIRECTION
CONCRETE TRUCK WASHOUT AREA
BARREL STORAGE AREA
PROP R.O.W.
PER HCFCD STANDARDS
FOR TURF ESTABLISHMENT
PROP TWO ROWS OF SOD
FF
FABRIC BARRIER
REINFORCED FILTER
FILTER FABRIC
SODDING
INLET PROTECTION BARRIERS
FILTER DAM
STABILIZED CONSTRUCTION ACCESS
CTW
BSA
DISTURBED AREA
RFD
RFD
IPB
HM
HM
HM HYDRO - MULCH
FF
HCFCD UNIT NO.
FF
FF
FF
NOTES:H.C.F.C.D. TURF ESTABLISHMENT PHASE NOTES:
contractor.
all exposed soil to be hydromulched by hcfcd turf establishment
note:
sod shall remain in place and is not considered a structural bmp.
etc. the stabilized construction access shall remain at hcfcd direction.
to hcfcd acceptance including: filter fabric fences, rock filter dams,
contractor shall coordinate the removal of all structural bmp's prior 4.
turned over to hcfcd for maintenance.
contractor performing the seeding prior to the pond being
contractor shall meet with hcfcd, hcpid-cpd and the hcfcd3.
pond being completed.
contractor shall notify hcfcd and hcpid-cpd three weeks prior to2.
measures. HCFCD will be responsible for seeding and maintenance.
contractor is responsible for detention pond related swppp 1.
permanent) measure are initiated.
The dates when stabilization (both temporary and/or
or permanently cease on a portion of the site; and
b. All dates when construction activities temporarily
Dates when major grading activities occur; a.
in Part III. D.1 of the TPDES General Permit TXR150000:
will be made readily available upon request to parties listed
The following records will be maintained by the contractor and 4.
This site will be included in the inspection report.
will be shown on the plans once established by the contractor.
The location of vehicle wash area including concrete washouts 3.
These sites will be included in the inspection report.
will be shown on the plan sheets once established by contractor.
materials, waste, borrow, fill, and equipment storage area
The location of construction support activities including 2.
typical section (sheets 6&7).
for final stabilization can be found on the roadway
The placement of Hydro-mulch seeding and Block Sod 1.
FF
SCA
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
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ENGINEERING DIVISION
ARCHITECTURE AND
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HARRIS COUNTY PUBLIC
SENS ROAD
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1"=400'
EXISTING F216-00-00
STA. 57+83.26
BEGIN PROP. SENS ROAD
S
E
N
S
R
O
A
D
STA. 96+70
DRAINAGE BOUNDARY
END PROP. SENS ROAD
97
DIRECTION OF FLOW
LEGEND:
DRAINAGE AREA BOUNDRY
w/TRASH SCREEN
PROP. DETENTION BASIN
NOTE:
AA
BB
CC
IMPERVIOUS INCREASE: 135238 SF
EXISTING PAVEMENT: 89465 SF
PROPOSED PAVEMENT: 224703 SF
CALCULATION:
3. AREA A & B INCREASED IMPERVIOUS AREA
2. DEVELOPED AREA C IS GRAND-FATHERED.
QUALITY FEATURE.
URBAN FORESTRY AS STORM WATER
1. DEVELOPED AREA A AND B WILL USE
MANAGEMENT PLAN
STORM WATER QUALITY
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
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3
"
M
IN ROOT BALL
DEAD BRANCHES. STRUCTURAL PRUNING SHOULD BE DELAYED UNTIL THE SECOND YEAR OF GROWTH.
TREE TO KEEP UPRIGHT. THE ONLY PRUNING NECESSARY AT PLANTING IS TO REMOVE INJURED OR
9. AFTER WATERING AND ADDING MULCH TO COMPENSATE FOR ANY SETTLING. IF NECESSARY STAKE
8. ADEQUATE WATER IS ESSENTIAL AT PLANTING TIME. PLACE WATER HOSE AT THE BASE OF TREE
TO PREVENT BARK DAMAGE, KEEP THE STAKE OUT OF THE TREE LIMBS, AND ALLOW THE STAKED
THEN ANCHORED IN NATIVE SOIL AND ARE TO BE REMOVED AFTER ONE (1) YEAR. USE SOFT TIES
7. THE TREE SHOULD BE STAKED ONLY IF IT IS NOT CAPABLE OF SUPPORTING ITSELF. STAKES ARE
THAT EXTENDS A MINIMUM OF THREE (3) FEET FROM THE TRUNK, TREE GRATES ARE NOT
6. MULCH WITH MAXIMUM OF FOUR (4) INCHES OF COURSE ORGANIC MULCH COVERING A CIRCLE
HOLE IS HALF FULL. WATER CAN BE SLOWLY ADDED AT THIS TIME TO SATURATE AND SETTLE
MAY INHIBIT THE SPREAD OF ROOTS. THE BACK SOIL SHOULD BE LIGHTLY PACKED WHEN THE
LARGE AIR SPACES. DO NOT USE EXCESSIVE TAMPIMG AROUND TREE BASE; COMPACTED SOIL
OR BRING IN AS MUCH GOOD TOPSOIL AS POSSIBLE. TAMP GENTLY AND ADD WATER TO FILL
AND ALLOW WATER TO TRICKLE UNTIL SOIL IS SATURATED.
TREE FOUR (4) TO SIX (6) INCHES OF MOVEMENT.
GENERALLY RECOMMENDED BUT MAY BE NECESSARY UNDER SPECIAL CONDITIONS.
THE SOIL. FINISH FILLING THE HOLE TO THE ORIGINAL GRADE AND WATER AGAIN.
STAKING
IN THAT CASE BLEND TOGETHER ONE (1) PART WASHED SAND TO FOUR (4) PARTS LOAM,
UNLESS IT IS CLAY FROM BASEMENT EXCAVATION OR OTHER UNDESIRABLE FILL MATERIAL.
5. THE PLANTING HOLE SHOULD BE BACKFILLED WITH THE SAME SOIL THAT WAS REMOVED
TO PLANTING. WITH THE TREE IN PLACE, THE ROOTS CAN BE SPREAD OUT NATURALLY.
4. ALL CONTAINERS, BURLAP, WIRE AND ANY ROPE OR STRING SHOULD BE REMOVED PRIOR
OR SMALL HUMP OF UNDISTURBED SOIL TO MINIMIZE SETTLING AND FACILITATE DRAINAGE.
INCREASE ROOT PENETRABILITY INTO SURROUNDING SOIL. TREES SHOULD SIT ON A PEDESTAL
3. THE SIDES OF THE HOLE SHOULD BE SLIGHTLY SLOPED INWARD AND SHOULD BE ROUGHENED TO
2. PLANTING HOLE SHOULD BE DUG AT LEAST TWO (2) TO FIVE (5) TIMES THE DIAMETER AND
1. DO NOT REMOVE TREE FROM CONTAINER UNTIL READY TO PLACE INTO PLANTING HOLE.
CHECK FOR CIRCLING ROOTS AND REJECT THOSE TREES WITH THEM.
FINE ROOTS DRY OUT RAPIDLY WHEN EXPOSED TO AIR.
THE SAME DEPTH AS THE ROOT BALL.
2-5 TIMES ROOT BALL
PLANTING
6
"
MIN
SMALL HILL OR PEDESTAL
NOTES:
H
O
LE
D
EP
TH
FILL
3" MULCH
10' MIN (SMALL TREES)
25' MIN (LARGE TREES)
CAL. MEASUREMENT
6" ABOVE GRADE
4" TO 6" FOR
MOVEMENT
DEVELOPED AND USED SOLELY FOR A "GREEN CORRIDOR".
1. THIS PROJECT ENTAILS THE INCREASE OF NET IMPERVIOUS COVER IN THE AMOUNT OF
2. THIS PROJECT INCLUDED THE PRESERVATION OF _____SF OF "GREEN SPACE" NOT
3. THIS PROJECT INVOLVED THE FOLLOWING ADDITIONAL ENVIRONMENTAL FEATURES RELATED
TO STORM WATER QUALITY.
______________________________________________________________
______________________________________________________________
______________________________________________________________
4. THIS PROJECT INVOLVED INSTALLING __________________"CLEAN WATER CLEAR CHOICE"
MANHOLE LIDS INLET MARKERS OR PUBLIC INFORMATION ITEMS.
5. THIS PROJECT IS IN KOTHMAN GULLY WATERSHED AND IS LOCATED ON KEY MAP PAGE 291Q, 291R AND 292N.
SCIENTIFIC NAME COMMON NAME HEIGHT SPREAD GROWTH RATE COMMENTS
Accer arubrum Red Maple Large Medium Fall color30 FT.
50 FT.FruitSlowLargePecanCarya illinoensis
Fraxinus americana White Ash Large Fast Fall color40 FT.
45 FT.EvergreenSlowLargeSouthern MagnoliaMagnolia grandiflora
Liquidamber stryaciflua Sweetgum Large Fast Fall color40 FT.
40 FT.Fall colorSlowLargeBlack WalnutJuglans nigra
Quercus acutissma Sawtooth Oak Large Fast Drought tolerant40 FT.
40 FT.Fall colorSlowLargeSouthern Red OakQuercus falcata
Quercus laurifolia Laurel Oak Large Slow Semi-evergreen40 FT.
50 FT.Unique leafFastLargeAmerican SycamorePlantanus occidentalis
Pinus taeda Loblolly Pine Large Fast Evergreen30 FT.
30 FT.Fall colorMediumLargeBlack GumNyssa sylvatica
Quercus michauxii Swamp Chestnut Oak Large Slow Fall color40 FT.
40 FT.Fall colorSlow LargeChinkapin OakQuercus muehlenbergii
Quercus nigra Water Oak Large Medium Deciduous40 FT.
40 FT.Drought tolerantFastLargeMonterrey OakQuercus polymorpha
Quercus phellos Willow Oak Large Medium Deciduous40 FT.
40 FT.Fall colorMediumLargeNuttall OakQuercus nutallii
40 FT.Large acornSlowLargeOvercup OakQuercus lyrata
Quercus macrocarpa Bur Oak Large Slow Large acorn50 FT.
40 FT.Drought tolerantFastLargeLoquat Leaf OakQuercus rizophyllia
Taxodium distichum Bald Cypress Large Fast Deciduous30 FT.
40 FT.Semi-evergreenFastLargeMontezuma CypressTaxadium mucronatum
Ulmus alata Winged Elm Large Medium Drought tolerant30 FT.
50 FT.Semi-evergreenSlowLargeLive OakQuercus virginiana
Quercus stellata Post Oak Large Slow Deciduous40 FT.
40 FT.Fall colorSlowLargeShumard OakQuercus shumardii
30 FT.Drought tolerantMediumLargeCedar ElmUlmus crassifolia
Ilex opaca*American Holly Small Slow Evergreen15 FT.
15 FT.EvergreenSlowSmallEast Palatka HollyIlex X attenuata
25 FT.DeciduousFastSmallTexas AshFraxinus texensis*
Ehretia anacua*Anacua Small Slow Unique leaf20 FT.
30 FT.Unique leafSlowSmallGum BullyBumelia lanuginosa*
SMALL TREES
Var. East palatka*
Var. savannah*
Ilex X attenuata Savannah Holly Small Slow Evergreen15 FT.
Quercus cambii*Camby Oak Small Medium Drought Tolerant20 FT.
20 FT.Drought TolerantMediumSmallCrape MyrtleLagerstroemia indica
Vitex agnus-Castus Vitex/Chaste Tree Small Slow Drought Tolerant20 FT.
Note: Additional species maybe approved on a case-by-case basis.
Prunus serotina*Black Cherry Small Medium Unique Leaf20 FT
20 FT.EvergreenSlowSmallSweetbay MagnoliaMagnolia virginiana*
Pistacia chinensis*Chinese Pistache Small Slow Fall Color25 FT.
WHEN URBAN FORESTRY IS CHOSEN AS A STORM WATER QUALITY BMP, THE STORM WATER QUALITY
MANAGEMENT PLAN MUST BE CERTIFIED BY A DEGREED FORESTER, WETLAND SPECIALIST, BOTANIST,
LANDSCAPE ARCHITECT, CERTIFIED ARBORIST, OR SIMILARLY QUALIFIED PROFESSIONAL.
TREES SHALL BE A MINIMUM OF 1.5 CALIPER (DIAMETER) AT THE BASE AND 4 FEET TALL WHEN PLANTED
AND A MAXIMUM OF 3 INCHES IN CALIPER AND 14 FEET HIGH. AMERICAN STANDARD FOR NURSERY STOCK
CRITERIA MAY BE USED AS WELL.
IT IS ESSENTIAL THAT TREES BE SELF-SUPPORTING WITH STRAIGHT TRUNKS AND LEADERS OR TOPS
INTACT. TREES THAT HAVE BEEN HEADED BACK ARE NOT ACCEPTABLE. TREES SHOULD BE NORMALLY
SHAPED FOR THEIR SPECIES AND WELL BRANCHED WITH FULL FOLIAGE WHEN LEAFED OUT. THE ROOTS
MUST BE HEALTHY AND SUFFICIENTLY LARGE TO ALLOW RECOVERY AFTER PLANTING. THE TRUNCK MUST
BE FREE OF ABRASIONS AND RECENT CUTS AND THE TREE FREE OF INSECTS AND DISEASE.
THE RECOMMENDED TREE PLANTING TIME IN THE HARRIS COUNTY AREA IS USUALLY EARLY FALL UNTILL
LATE SPRING. GENERALLY, MID OCTOBER TO EARLY MARCH IS THE BEST TIME TO PLANT TREES.
PLANTING IN LATE FALL OR WINTER ALLOW ROOTS TO BECOME ESTABLISHED BEFORE MOISTURE DEMANDING
SUMMER SETS IN. ALL TREES MUST BE MAINTAINED (PRIMARILY WATERED) FOR A MINIMUM OF TWO YEARS.
THERE SHALL BE A MINIMUM OF 6 CALIPER INCHES PER 100 LINEAL FEET OF NEW SINGLE LANE PAVEMENT
FOR ROAD PROJECTS AND A MINIMUM OF 1 CALIPER INCH PER 170 SQUARE FEET OF IMPERVIUOS SURFACE
FOR ALL OTHER DEVELOPMENT PROJECTS.
LONG-TERM SURVIVABILITY IS THE PRIMARY OBJECTIVE IN THE URBAN FORESTRY PLANTINGS THEREFORE
ALL PLANTING OF ONE LINEAR MILE OR GREATER SHALL CONSIST OF AT LEAST FOUR (4) DIFFERENT SPECIES
FROM THE RECOMMENDED TREE LIST.
THE FOLLING REQUIREMENTS ARE PARTICULARLY APPLICABLE TO THE STREET PLANTINGS IN HARRIS COUNTY
RIGHTS-OF-WAY (HARRIS COUNTY FLOOD CONTROL DISTRICT PROPERTIES) TO COMPLY WITH THE STORM
WATER QUALITY DOCUMENT FOR NEW DEVELOPMENT / REDEVELOPMENT PROJECTS.
NO TREES THAT WILL HAVE A MATURE TREE TRUNK DIAMETER GREATER THAN 12 INCHES AT THE BASE
SHOULD BE PLANTED IN A TREE LAWN OR RIGHT-OF-WAY LESS THAN 3 FEET WIDE.
TREES SHOULD NOT BE PLANTED WITHIN 30 FEET OF AN INTERSECTION OR WHERE THEY BLOCK VIEWS FOR
SAFETY.
TREES SHOULD NOT BE PLANTED WITHIN 10 FEET OF UTILITY POLES OR WITHIN 15 FEET OF DRIVEWAYS AND
ALLEYS.
MEDIUM LARGE TREES, THOSE THAT MATURE TO A HEIGHT GREATER THAN 30 FEET, SHOULD BE PLANTED 25
TO 60 FEET APART.
SMALL TREES, THOSE THAT MATURE TO LESS THAN 30 FEET IN HEIGHT, SHOULD BE PLANTED A MINIMUM OF
10 FEET APART.
IN BUSINESS DISTRICTS AND GENERAL PARKING AREAS, TREES MUST BE PLANTED A MINIMUM OF 30 INCHES
FROM THE CURB TO PREVENT DAMAGE FROM OR TO BUMPERS AND DOORS.
ONLY TREES WITH A MATURE HEIGHT OF LESS THAN 25 FEET SHOULD BE PLANTED UNDER UTILITY LINES.
TREE SIZE AND CONDITION
PLANTING TIME
SPACING REQUIREMENTS
PLANTING STANDARDS
TREE LOCATION INDEX
__________INDICATES LARGE TREE
__________INDICATES SMALL TREE
TREE NUMBER SPECIES CALIPER INCH PROPOSED
THIS PROJECT PROPOSED TO PLANT AND MAINTAIN ____ TREES WITH A TOTAL OF ____
CALIPER INCHES AS SHOWN ON SHEET(S)_________. IF ADDITIONAL TREES ARE REQUIRED,
AN ADDITIONAL PLANTING SCHEDULE APPEARS ON SHEET(S)_________ OR IN A PLAN SET
PLANTING SCHEDULE
URBAN FORESTRY CALCULATIONS
CHECK APPROPRIATE BOX, CALCULATE REQUIRED CALIPER INCHES AND COMPLETE TREE PLANTING SCHEDULE.
NEW PAVEMENT
_______ SLP X 6=_______ CALIPER INCHES REQUIRED
100
170
_______ SFI = _______ CALIPER INCHES REQUIRED
IMPERVIOUS IMPROVEMENTS OTHER THAN PAVEMENT
SLP = SINGLE LANE PAVEMENT LENGTH MEASURED IN FEET
SFI = SQUARE FOOT AREA OF IMPERVIOUS SURFACE
ACCEPTABLE SPECIES URBAN FORESTRYACCEPTABLE URBAN FORESTRY CRITERIA
1.4.6.
2.
5.
7.
3.
COMPLETE ONLY URBAN FORESTRY IS USED IN PROJECT
*
SWQ IMPACT EVALUATION
PRACTICES FOR STORM WATER RUNOFF TREATMENT OPTIONS.
COMPLETE FOR PROJECTS NOT USING 10/100 DETENTION-TRASH RACK OR OTHER METHODS
FOUND IN THE MINIMUM DESIGN CRITERIA FOR IMPLEMENTATION OF CERTAIN BEST MANAGEMENT
ENTITLED ____________________.
MEDIUM LARGE TREES
TOTALS
*
*
*
*
*
*
Note: Trees are provided through the Precinct's SWQ Tree Bank Credits
ITEM 2, URBAN FORESTRY CALCULATIONS. 135238 SF WHICH IS NOT MITIGATED IN
WORKSHEET
STORM WATER QUALITY
98
SENS ROAD
STORM WATER POLLUTION
PREVENTION PLAN DETAILS
TOMMY CROMER
97594
99 267
SIEVE NO.
SIEVE NO.
WEIGHT
MAX. AOS
MIN. AOS
OZ/SY 4 0Z. MIN
50 MAX
120 MIN
WIDTH FOR TWO WAY TRAFFIC.
MINIMUM 14' WIDTH FOR ONE WAY TRAFFIC AND 20'
DRIVING SURFACE.
PERIODICALLY TURN AGGREGATE TO EXPOSE A CLEAN
OR WHEN SURFACE BECOMES PACKED WITH MUD.
COARSE AGGREGATE TO MAINTAIN THE REQUIRED DEPTH
PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL
AREA.
OUTLET SEDIMENT TRAP FOR THE TRUCK WASHING
ACCOMMODATE A TRUCK WASHING AREA. PROVIDE
WIDEN OR LENGTHEN STABILIZED AREA TO
WHEN SHOWN ON THE CONSTRUCTION DRAWINGS,
THE STABILIZED CONSTRUCTION EXIT.
AGGREGATE THICKNESS AND WIDTH REQUIREMENTS AS
STABILIZATION FOR OTHER AREAS WILL HAVE THE SAME
UNLESS SHOWN ON THE CONSTRUCTION DRAWINGS,
POINTS OF INGRESS OR EGRESS.
CONSTANT WIDTH ACROSS ITS LENGTH, INCLUDING ALL
CONSTRUCT AND MAINTAIN CONSTRUCTION EXIT WITH
DRAWINGS OR 50 FEET, WHICHEVER IS MORE.
MINIMUM LENGTH IS AS SHOWN ON CONSTRUCTION
SC-1
STABILIZED CONSTRUCTION ACCESS
FLOW
INLET UNLESS DIRECTED BY ENGINEER.
GRAVEL BAGS SHALL NOT BLOCK THROAT OF
OF THE BARRIER.
HAS ACCUMULATED TO ONE-THIRD THE HEIGHT
REMOVE SEDIMENT DEPOSIT WHEN THE SEDIMENT
2.
1.
INLET PROTECTION BARRIERS
FOR STAGE II INLETS
IPB-II
IN-CHANNEL FILTER DAM FILTER DAM
6
1 1
6
PIPE
FILTER DAM AT DETENTION
BASIN OUTFALL PIPE
SYMBOL
GEOTEXTILE NOTES:
C
RFD-TYPE
FLOW
LOADINGS FROM TRUCKS EQUIPMENT.
WASHOUT AREA TO SUPPORT EXPECTED
5. CONSTRUCT ENTRY ROAD AND BOTTOM OF
WATERWAY.
SYSTEM OR ANY OTHER SWALE, DITCH, OR
ANY TIME DRAIN INTO THE STORM SEWER
LOCATED DIRECTLY ADJACENT TO, NOR AT
4. CONCRETE WASHOUT PITS SHALL NOT BE
DIRECTED BY THE PROJECT SPECIFICATIONS.
COMPACTED T0 IN-SITU CONDITIONS, OR AS
BE FILLED WITH CLEAN FILL MATERIAL AND
CONCRETE WASTE, THE WASHOUT PIT SHALL
CONTRACTOR. AFTER REMOVAL OF THE
DISPOSED OF PROPERLY BY THE
BE REMOVED FROM THE PROJECT SITE AND
DRYING OUT), THE CONCRETE WASTE SHALL
3. UPON THE CONCRETE SETTING UP (CURING,
NOWHERE ELSE.
WASHOUT THEIR TRUCKS IN THE PIT AND
DRIVERS WHERE THE PIT IS AND TO
2. VERBALLY INSTRUCT THE CONCRETE TRUCK
PIT" NEXT TO THE PIT.
1. POST A SIGN READING "CONCRETE WASHOUT
WASHOUT AREA
3.
2.
1.
BSA
SYMBOL
THAN OR EQUAL TO 110% VOLUME OF BARRELS.
CONSTRUCT BERMED AREA WITH VOLUME GREATER
RECOMMENDATIONS. 60 mil MINIMUM.
INSTALL IMPERMEABLE LINER AS PER MANUFACTURER'S
BUILDING OR SHED.
ALTERNATIVELY, STORE BARRELS IN AN ENCLOSED
BARREL STORAGE AREA
1
3
11
3
3
1 3
A
A
WASHOUT PIT
CONCRETE
SIGN DETAIL
(OR EQUIVALENT)
SYMBOL
SYMBOL
CTW
SYMBOL
4. REMOVE SEDIMENT DEPOSITS WHEN SILT REACHES ONE-THIRD OF THE HEIGHT OF THE FENCE IN DEPTH.
TOGETHER, AND ATTACH TO A POST.
3. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 INCHES AT A POST, FOLD
2. SECURELY FASTEN FILTER FABRIC TO MESH FENCING.
1. SECURELY FASTEN MESH FENCING TO POSTS WITH STAPLES OR TIE WIRES.
FABRIC BARRIER
REINFORCED FILTER
(S
EE
NO
TE
)
1. SET POSTS AT REQUIRED SPACING
SECURE WIRE FENCE TO POSTS.
ALONG THE LINE OF POSTS AND
2. EXCAVATE A 6"x6" TRENCH UPSLOPE
FLOW
EXCAVATED SOIL.
BACKFILL AND COMPACT THE
AND EXTEND IT INTO THE TRENCH.
3. ATTACH FILTER FABRIC TO POSTS
SYMBOL
GENERAL NOTES:
R-O-W
PUBLIC
WORK ZONE
CONSTRUCTION
5. TYPE 5. AS SHOWN ON THE PLANS.
b. TOP WIDTH - 2 FEET (MINIMUM).
FROM EXISTING GROUND TO TOP OF FILTER DAM.
a. HEIGHT - 30 INCHES (MINIMUM). MEASURE VERTICALLY
4. TYPE 4 (GABION)
c. SLOPES - 3:1 (MAXIMUM).
b. TOP WIDTH - 2 FEET (MINIMUM).
EXISTING GROUND TO TOP OF FILTER DAM.
a. HEIGHT - 36-48 INCHES. MEASURE VERTICALLY FROM
3. TYPE 3 (REINFORCED)
c. SLOPES - 2:1 (MAXIMUM).
b. TOP WIDTH - 2 FEET (MINIMUM).
EXISTING GROUND TO TOP OF FILTER DAM.
a. HEIGHT - 18-36 INCHES. MEASURE VERTICALLY FROM
2. TYPE 2 (REINFORCED).
c. SLOPES - 2:1 (MAXIMUM).
b. TOP WIDTH - 2 FEET (MINIMUM)
EXISTING GROUND TO TOP OF FILTER DAM.
a. HEIGHT - 18-24 INCHES. MEASURE VERTICALLY FROM
1. TYPE 1 (NON-REINFORCED)
A. TYPES OF FILTER DAMS
FOOT HIGHER THAN CENTER OF DEPRESSED AREA AT SLOPE.
6. EMBED ONE FOOT MINIMUM INTO SLOPE AND RAISE ONE
5. SEE HCFCD SPECIFICATION SECTION NO. 02364-FILTER DAMS.
PRIOR TO AGGREGATE PLACEMENT.
4. IN STREAMS: SECURE OR STAKE MESH TO STREAM BED
SIDE USING WIRE TIES OR HOG RINGS.
AND TIGHTLY SECURED TO ITSELF ON THE DOWNSTREAM
3. FOLD WIRE MESH AT UPSTREAM SIDE OVER GRANULAR FILL
RIPRAP AND GRANULAR FILL.
GRANULAR FILL IN SPECIFICATION SECTION No. 02378
b. 4-8 INCHES FOR ROCK FILTER DAM TYPE REFER TO
a. 3-5 INCHES FOR ROCK FILTER DAM TYPES 1, 2 AND 4.
ENGINEER.
SLOPES SHOWN ON PLANS OR AS SPECIFIED BY THE
2. PLACE GRANULAR FILL ON THE WIRE MESH TO HEIGHT AND
HEXAGONAL OPENINGS.
GALVANIZED WOVEN WIRE MESH WITH 1 INCH DIAMETER
1. TYPE 2 AND 3 FILTER DAMS: SECURE WITH 20 GAUGE
CRITERIA UNLESS SHOWN OTHERWISE ON THE PLANS.
B. CONSTRUCT FILTER DAMS ACCORDING TO THE FOLLOWING
GRANULAR FILL
SEE NOTE A
WITH TYPE
VARIES
FLOW
PROTECTION.
OUTFALL PIPE
DETENTION BASIN
NOTE: ONLY APPLIES FOR
SEE NOTE A
WITH TYPE
VARIES
TRUCK
CONCRETE
SYMBOL
TFA
3.
2.
1.
RECOMMENDATIONS.
INSTALL IMPERMEABLE LINER AS PER MANUFACTURER'S
PROVIDE A MINIMUM SLOPE OF 2 % TOWARD THE SUMP PIT.
OF ABOVE GROUND STORAGE TANK AND DISPENSER ASSEMBLY.
THE SIZE OF TANK FOUNDATION AREA DEPENDS ON THE SIZE
ABOVE GROUND TEMP. VEHICLE &
EQUIPMENT FUELING AREA WITH TANK
FUELING)
VEHICLE WHILE
(AREA FOR PARKING
1
3 3
1
3
11
3
AS APPROVED BY THE ENGINEER.
DO NOT PERMIT THE USE OF FILTER FABRIC BARRIER, AND
1. FIBER ROLLS WILL BE UTILIZED ONLY WHEN SITE CONDITIONS
GENERAL NOTES:
AA
IPB
SYMBOLFOR STAGE I INLETS
INLET PROTECTION BARRIERS
36" MAX.
18" MIN.
MIN.
12"
6"
6"
MIN.
12"
6"
6
"
EXTENSION OF
FABRIC INTO
TRENCH
ALTERNATE V-TRENCH
EXTENSION OF FABRIC
INTO TRENCH
MIN.
4"
6' M
AX
.
FLOW
FLOW
FLOW
GENERAL NOTES:
15'
3
5
'
1
0
'
M
IN
.
10' MIN.
PLAN
FLOW
EXISTING
CONCRETE CURB
AND PAVEMENT
EXISTING INLET
GRAVEL BAGS PLACED
SNUGLY AROUND INLET
AT BACK OF CURB
PLACE GRAVEL BAGS ALONG
CURB & ALONG GUTTER LINE
FLOW
3
'
3
'
SECTION B-B
SECTION C-C
GRANULAR
FILL
SEE
GEOTEXTILE
NOTES
3'4'3'
WIRE MESH
(SEE NOTE B.1.)
6
"
6
"
2' MIN.
WIRE MESH
(SEE NOTE B 1.)SEE GEOTEXTILE
NOTES
5' MIN.
SEE NOTE A
WITH TYPE
VARIES
PROPOSED
OR EXISTING
FLOWLINE
DEPRESS
CENTER AREA
5
'
M
IN
.
PROJECT
FLOWLINE
SEE NOTE
B.6.
GEOTEXTILE
PIPE
PLAN
PLAN
SEE
NOTE 6
GEOTEXTILE
SEE NOTE
B.6.
TOE OF SLOPE
1' MIN.
CHANNEL FLOWLINE SECURE
BARRELSTARP
SECURE
SPECIFY ON PLANS
SPECIFY ON PLANS
IMPERMEABLE
LINER
GENERAL NOTES:
GENERAL NOTES:
15'-0"
2'-0" MIN.
MIN.
IMPERMEABLE
LINER
TYP.
1'-0"
SPECIFY
ON PLANS
1'-0"
EMBANKMENT
TYP.
ABOVE GROUND
STORAGE TANK & FUEL
DISPENSER ASSEMBLY
CONCRETE OR GRAVEL
N.G.
GENERAL NOTES:
10 MIL
PLASTIC LINING
SECTION A-A
ROCK/AGGREGATESANDBAG
10 MIL
PLASTIC LINING 8"
3
'
GEOTEXTILE
SANDBAG
ROCK/AGGREGATE
(8" THICK MIN.)
UNDERLAID WITH
GEOTEXTILE
ORANGE SAFETY
FENCE ON 3 SIDES
1/2" LAG
SCREW
WOOD POST
3"x3"x8'
PLYWOOD 48"x24"
PAINTED WHITE
BLACK LETTERS
4" HEIGHT
1.
2.
3.
4.
5.
6.
7.
GENERAL NOTES:
PLAN
PROFILE
50' MIN.R.O.W.
6:1 TYP.
EXISTING
GROUND
FROM LEAVING SITE
PREVENT RUN-OFF
8" MIN. GRADED TO SEPARATION GEOTEXTILE
FABRIC FOR FULL WIDTH
AND LENGTH OF EXIT
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY
IS PERMITTED)
(CRUSHED CONCRETE)
GRANULAR FILL. BULL ROCK
COARSE AGGREGATE - 3" TO 5"
50'-0" MIN.
INLET PROTECTION BARRIER WITH
REINFORCED FILTER FABRIC
PLANSECTION A-A
INLET PROTECTION BARRIER
WITH FILTER ROLLS
L
1/3 L
VARIES
PLAN
6
"
6"
INLET
STAGE I
AND II
WOOD OR
METAL POST
INLET
STAKED
FIBER ROLL
COMPACTED SOIL
TO PREVENT PIPING
4"
4"WOOD OR
METAL BEAM
FIBER ROLL
STAKED OR
WEIGHTED DOWN
W/ GRAVEL BAGS
VARIES
36" MIN.
INLET
STAGE I
AND II
FILTER
FABRIC
BARRIER
WOOD OR METAL BEAM
WOOD OR
METAL POST
POST
WELDED WIRE
COMPACTED
SOIL
EXTENSION OF
FABRIC INTO
TRENCH
FLOW
C B
B
C
B
B
C
C
DRAWN BY:
CK'D BY:
SCALE:
DATE:
NO.REVISIONS DATE NAME
SAXET
Y
T
NU
OCSIRRAH
PROJECT TITLE:
6381
HARRIS COUNTY
PUBLIC INFRASTRUCTURE DEPARTMENT
APPROVED BY:
SHEET DESCRIPTION:
SHEET NO:ARCHITECTURE & ENGINEERING DIVISION
HCPID, A&E
STANDARD
TOMMY CROMER
97594
100 267
SIEVE NO.
SIEVE NO.
WEIGHT
MAX. AOS
MIN. AOS
OZ/SY
MAX
MIN
4 0Z. MIN
50
120
GRANULAR FILL
SEE SPECIFICATION SECTION NO. 02365-STABILIZED CONSTRUCTION ACCESS.
GEOTEXTILE FOR FULL
WIDTH AND LENGTH OF
STABILIZED CONSTRUCTION
CONSTRUCTION NOTES:
1.
SCA
STABILIZED CONSTRUCTION ACCESS SYMBOL
GRADED TO PREVENT
SEDIMENT FROM LEAVING
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ACCESS AND EDGE OF ROADWAY.
8 INCHES MINIMUM
50 FT. MIN.50 FT. MIN.
R
O
A
D
WA
Y
1. SEE SPECIFICATION SECTION NO. 02361-SILT FENCES.
SILT FENCE
EXTEND SILT FENCE FABRIC
FLOW
SILT FENCE FABRIC
INTO TRENCH.
SUPPORT
1
2
IN
.
GRID MESH
SYMBOL
RSF
CONSTRUCTION NOTES:
3. ATTACH SILT FENCE FABRIC TO
WIRE FENCE AND EXTEND INTO
THE TRENCH.
4 IN. X 6 IN. TRENCH UPSLOPE
ALONG LINE OF SUPPORTS.
1. SET SUPPORTS AND EXCAVATE
EXCAVATED SOIL.
4. BACKFILL AND COMPACT THE
2. SECURE WIRE FENCING TO SUPPORTS.
S
TD
\
S
WP
P
P
0
2
.
D
W
G
OF SLOPE
SLOPE OR NORMAL
SODDING
PROP. TOP OF SLOPE
SOD
PROP. TOP
SOD
FT.
50 FT.
AS NEEDED
BACKSLOPE SWALE
INTERCEPTOR STRUCTURE AND
INLET PROTECTION (SEE DETAIL "D").
TWO ROWS STAGGERED
SOD PANELS (TYP.)
FLOW
PROP. TOE OF
DIAMETER HEXAGONAL OPENINGS.
TYPE 2 AND 3 FILTER DAMS: SECURE WITH 20 GAUGE GALVANIZED WOVEN WIRE MESH WITH 1 INCH
FILTER DAM NOTES:
1.
DOWNSTREAM SIDE USING WIRE TIES OR HOG RINGS.
WIRE MESH: FOLD AT UPSTREAM SIDE OVER GRANULAR FILL AND TIGHTLY SECURE TO ITSELF ON THE3.
IN STREAMS: SECURE OR STAKE MESH TO STREAM BED PRIOR TO AGGREGATE PLACEMENT.4.
5.SEE SPECIFICATION SECTION NO. 02364-FILTER DAMS.
WHERE NO BACKSLOPE SWALE
EXISTS OR FOR PAVED CHANNEL,
SECTION
2 FT. MIN.
6
IN
.FLOWLINE
C
IN-CHANNEL FILTER DAM
B
FILTER DAM
3 FT.
6
1
GRANULAR FILL
DEPRESS CENTER AREA
6 IN.
4 FT.
1
6
3 FT.
(SEE NOTE B.1.)
WIRE MESH
DETAIL "A"
PLACE A DOUBLE ROW OF SOD
SECTION
SECTION
B
A
SECTION
GRANULAR FILL
TYPES OF FILTER DAMS
TYPE 1 (NON-REINFORCED)
HEIGHT - 18-24 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM.
1.
SLOPES - 2:1 (MAXIMUM).
TOP WIDTH - 2 FEET (MINIMUM)
TYPE 2 (REINFORCED).
b.
TOP WIDTH - 2 FEET (MINIMUM).
HEIGHT - 18-36 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM.a.
3.
SLOPES - 2:1 (MAXIMUM).
TYPE 3 (REINFORCED)
c.
2.
b.
c.
SLOPES - 3:1 (MAXIMUM).c.
b.TOP WIDTH - 2 FEET (MINIMUM).
HEIGHT - 36-48 INCHES. MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM.a.
TYPE 4 (GABION)4.
D
C
TOP WIDTH - 2 FEET (MINIMUM).
HEIGHT - 30 INCHES (MINIMUM). MEASURE VERTICALLY FROM EXISTING GROUND TO TOP OF FILTER DAM.a.
b.
TYPE 5. AS SHOWN ON THE PLANS.5.
A.
a.
PLAN
SECTION
(SEE NOTE B.1.)
WIRE MESH
WIRE MESH
(SEE NOTE B.1.)
OUTFALL
5 FT. MIN.
NOTES
VA
R
IE
S
W
ITH
TYP
E
REINFORCED SILT FENCE
SILT FENCESF
SYMBOL
6 FT. MAX FOR REINFORCED FENCE.
4 FT. MAX FOR UNREINFORCED FENCE.
SPACING
CONSTRUCT FILTER DAMS ACCORDING TO THE FOLLOWING CRITERIA UNLESS SHOWN OTHERWISE ON THE PLANS.B.
6.EMBED ONE FOOT MINIMUM INTO SLOPE AND AT SLOPE RAISE ONE FOOT HIGHER THAN CENTER OF
DEPRESSED AREA.
GRANULAR FILL: 2.
S
EE
N
O
TE
A.
PANELS AT TOP OF SLOPE.
FLOW FLOWSTRUCTUREINTERCEPTORFOUR ROWS
SOD
S
OD S
OD
S
OD
SOD
S
O
D S
OD
SO
D
SOD
SOD
SOD
SOD
INTERCEPTOR STRUCTURE
& INLET PROTECTION
STAGGERED
ACCESS.
WATER SURFACE
4 IN.
SEE DETAIL "A"
SEE DETAIL "A"
DETAIL "B"
PLAN
SEE DETAIL "B".
"U"
AS NEEDED
6
IN
.
SOD PANELS
C
B
5
F
T.
M
IN
.
C
B
C
GEOTEXTILE
PLAN
FILTER DAM AT DETENTION BASIN OUTFALL PIPE
OUTFALL PIPE
DETENTION BASIN
ONLY APPLIES FOR
PROTECTION.
NOTE:
PLAN
STAGGERED
TWO ROWS
SOD PANELS
VARIES WITH TYPE
SEE NOTE A.
VARIES WITH TYPE
SEE NOTE A.
3
0
IN
.
PROPOSED
OR EXISTING
SEE NOTE B.6.
SEE NOTE B.6.
SOD
SYMBOL
a. PLACE ON MESH TO HEIGHT AND SLOPES SHOWN ON PLANS OR AS SPECIFIED BY THE ENGINEER.
b. 3-5 INCHES FOR ROCK FILTER DAM TYPES 1,2, AND 4 AND 4-8 INCHES FOR ROCK FILTER DAM TYPE 3.
REFER TO GRANULAR FILL IN SPECIFICATION SECTION NO. 02378-RIPRAP AND GRANULAR FILL.
P.E. SEAL AND SIGNATURE
R
O
A
D
WA
Y
SOD
SOD
SOD
SOD
SYMBOL
GEOTEXTILE NOTES:
SEE GEOTEXTILE
1
F
T
NOTES
SEE GEOTEXTILE
SHEET NUMBER
OF
DATE:
DE
S
C
R
IP
TIO
N
R
E
V
DA
TE
AP
P
R
SCALE: NTS
P
R
E
P
AR
E
D
:
A
P
P
R
O
V
E
D
:
C
H
E
C
K
E
D
:
--
S
T
O
R
M
W
A
T
E
R
P
O
L
L
U
T
IO
N
P
R
E
V
E
N
T
IO
N
D
E
T
A
IL
SWIRE OR PLASTIC
FD-TYPE
IP
SYMBOL
OF SLOPE
PROP. TOE
STAGGERED MIN. TWO ROWS
SOD PANELS (TYP.)
2
4
IN
.
12 IN.24 IN.
DETAIL "C"
PANELS (2 MIN.)
STAGGERED SOD
STAPLES
"U" STAPLES
SOD
ROLLS
"U" STAPLES
24 IN.24 IN.
"U" STAPLES
INTERVALS
20
FT.
20 50 FT.
INTERVALS
20 FT. MAX.20 FT. MAX.20 FT. MAX.
PANELS.
EQUIVALENT TO TWO ROWS OF SOD
SOD ROLL AS SHOWN IN DETAIL "C"
SECTION NO. 02922-SOD.
PROVIDE STAPLES PER SPECIFICATION
OF ROLL.
AND ONE IN MIDDLE AT BOTH ENDS
STAPLES IN CORNERS AT ENDS OF ROLL
ON OPPOSING SIDES. PLACE ADDITIONAL
NEAR THE EDGES. STAGGER STAPLES
PLACE STAPLES ON 24 INCH CENTERS
FOR SOD ROLLS, 24 INCHES WIDE,
NOTES:
2
0
F
T
.
V
A
R
IE
S
PROFESSIONAL ENGINEERS.
AND (c) OF THE TEXAS STATE BOARD OF REGISTRATION FOR
IN THE END PRODUCT IN ACCORDANCE WITH RULE 137.33 (b)
THE DETAILS ON THIS SHEET BECOMES RESPONSIBLE FOR ITS USE
WHEN COMPLETED BY OTHERS. AN ENGINEER WHO INCORPORATES
PROJECTS OR PROJECTS TO BE MAINTAINED BY THE HCFCD
THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON HCFCD
08-31-05
DETAIL "D"
TOE OF SLOPE
FLOWLINE
CHANNEL
TOE OF SLOPE
TOE OF SLOPE
PIPE
SEE NOTE B.6.
FLOWLINE
PROJECT
GROUND
EXISTING
LEFT SIDE FRONT
SWPPP
(3 PER POSTS)
PLEXIGLAS TO POSTS
SECURE SIGN AND
USE 1/2 IN BOLTS TO
TREATED POST
4 IN x 4 IN PRESSURE
SITE NOTICE HOLDER DETAILS
SWPPP / BMP SIGN AND CONSTRUCTION
CSN
CSN HOLDER
7
'
-
0
"
2
'
-
6
"
4
'
-
0
"
7
'
-
0
"
3
'
-
0
"
M
IN
IM
U
M
4'-0"
5'-0"
1'-6"
1
'
-
0
"
1
'
-
6
"
45°
NOTE:
01580 - PROJECT SIGNS.
HCFCD SPECIFICATION SECTION
CONSTRUCT IN ACCORDANCE WITH
1.
2.
3.
0
'
-
6
"
SITE.
~
B
GEOTEXTILE
GEOTEXTILE
M
IN
.
FLOW
M
IN
.
FLOWFLOW
A
A
3
4
IN
.
M
IN
.
M
A
X
.
M
IN
.
EE
E
D
D
9900 Northwest Freeway
Houston, Texas 77092
S
E
N
S
R
O
A
D
H:1"=10', V:1"=2'
KMB
101
RDSENS
STATION (CY)STRIPPING (CY)CUT (CY)FILL
57+83.26 BEGINNING BEGINNING BEGINNING
58+00.00 16.8 111.4 6.9
59+00.00 95.9 601.9 50.0
60+00.00 91.7 478.1 64.6
61+00.00 88.8 456.3 116.7
62+00.00 82.2 272.5 171.9
63+00.00 85.5 240.6 238.6
64+00.00 90.8 250.8 264.0
65+00.00 89.6 282.0 212.8
66+00.00 87.6 360.4 167.1
67+00.00 87.6 360.0 162.3
68+00.00 91.4 363.2 174.7
69+00.00 91.4 341.4 182.5
70+00.00 90.5 290.1 180.2
71+00.00 91.2 339.5 143.1
72+00.00 91.3 360.8 131.4
73+00.00 90.8 348.8 148.4
74+00.00 90.5 325.0 181.8
75+00.00 90.3 304.1 201.6
76+00.00 90.9 302.9 201.6
77+00.00 91.2 280.3 233.4
78+00.00 90.2 224.1 313.6
79+00.00 89.7 209.2 352.0
80+00.00 90.6 245.7 314.8
81+00.00 90.5 260.8 335.5
82+00.00 89.1 248.7 421.8
83+00.00 87.7 279.7 618.2
84+00.00 89.9 301.3 428.8
85+00.00 92.5 267.1 284.6
86+00.00 92.1 245.6 423.6
87+00.00 91.2 238.8 451.2
88+00.00 91.6 182.4 535.7
89+00.00 92.6 165.2 295.6
90+00.00 92.3 483.6 84.4
91+00.00 91.3 452.2 297.2
92+00.00 91.6 110.2 245.9
93+00.00 91.0 84.4 151.3
94+00.00 91.0 172.1 148.0
95+00.00 90.0 225.8 69.1
95+22.00 19.4 36.9 51.4
TOTALS 3,380 11,104 9,056
EXCAVATIONTOTAL 14,484
F216 BASIN DETENTION WATERSTORM
STATION (CY)CUT (CY)FILL
0+00.53 BEGINNING BEGINNING
0+44.00 295.0 23.0
0+94.97 708.0 43.0
2+00.00 1662.0 67.0
4+00.00 3149.0 182.0
5+39.45 1898.0 211.0
5+84.91 294.0 43.0
TOTALS 8,006 569
SENS ROAD
EARTHWORK QUANTITIES
Scale:
Date:
Job No.:
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Checked By:
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Designed By:
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HARRIS COUNTY PUBLIC
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TOMMY CROMER
97594
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268
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Designed By:
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Sheet No:
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ARCHITECTURE AND
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HARRIS COUNTY PUBLIC
SENS ROAD
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TOMMY CROMER
97594
MAR 2015
268
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-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
STA. 59+00
STA. 60+00
STA. 61+00
STA. 62+00
15
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30
STA. 58+00
15
10
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-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
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-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
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-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
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30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
LC PROP SENS ROAD
70
C PROP SENS ROADL
70
C PROP SENS ROADL
EXISTING SECTION
EXISTING SECTION
EXISTING SECTION
EXISTING SECTION
LC PROP SENS ROAD
EXISTING SECTION
LC PROP SENS ROAD
LC PROP SENS ROAD
EXISTING SECTION
15
10
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15
10
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30
15
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30
15
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25
30
15
10
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25
30
15
10
20
25
30
H:1"=10, V:1"=5'
1/4"/FT.1/4"/FT.
1/4"/FT.
1/4"/FT.
1/4"/FT.
1/4"/FT.
1/4"/FT.1/4"/FT.
1/4"/FT.1/4"/FT.
1/4"/FT.1/4"/FT.
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
"C" PVC
SBC 12-4"
EXIST.
(TO BE REMOVED)
EXIST. 24" RCP
(TO BE REMOVED)
EXIST. 24" RCP
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
"C" PVC
SBC 12-4"
EXIST.
(TO BE REMOVED)
EXIST. 24" RCP
(TO BE REMOVED)
EXIST. 24" RCP
(TO BE REMOVED)
EXIST. 24" RCP
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
"C" PVC
SBC 12-4"
EXIST.
(TO BE REMOVED)
EXIST. 24" RCP
12" WATER
EXIST.
(TO BE REMOVED)
EXIST. 24" RCP
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
"C" PVC
SBC 12-4"
EXIST.
NOTES:
IN FILL SECTIONS
2. FILL AREA INCLUDES STRIPPING
1. CUT+STRIP = EXCAVATION
(TO BE REMOVED)
EXIST. 24" RCP
12" WATER
EXIST.
(TO BE REMOVED)
w/24" RCP
TYPE 'E' INLET
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.12" WATER
EXIST.
12" WATER
EXIST.
12" WATER
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
(TO BE REMOVED)
EXIST. 24" RCP
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
BDA
102
SHEET 1 OF 7
ROADWAY CROSS SECTIONS
48" RCP
PROP.
48" RCP
PROP.
48" RCP
PROP.
48" RCP
PROP.
48" RCP
PROP.
STRIP= 27.14 S.F.
FILL= 10.75 S.F.
CUT= 129.55 S.F.
STRIP= 26.99 S.F.
FILL= 11.57 S.F.
CUT= 229.70 S.F.
STRIP= 24.80 S.F.
FILL= 15.41 S.F.
CUT= 95.31 S.F.
STRIP= 24.74 S.F.
FILL= 19.45 S.F.
CUT= 162.89 S.F.
STRIP= 23.20 S.F.
FILL= 43.58 S.F.
CUT= 83.50 S.F.
STRIP= 21.17 S.F.
FILL= 49.24 S.F.
CUT= 63.66 S.F.
STA. 57+83.26
PROP. 48" RCP
w/PROP. MH RISER
EXISTING 10'x4' RCB
(TO BE REMOVED)
EXIST. 24" RCP
Scale:
Date:
Job No.:
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STA. 65+00
STA. 66+00
STA. 67+00
STA. 68+00
15
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STA. 64+00
15
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LC PROP SENS ROAD
C PROP SENS ROADL
C PROP SENS ROADL
EXISTING SECTION
EXISTING SECTION
EXISTING SECTION
EXISTING SECTION
LC PROP SENS ROAD
EXISTING SECTION
LC PROP SENS ROAD
LC PROP SENS ROAD
EXISTING SECTION
STA. 63+00
15
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30
15
10
20
25
30
15
10
20
25
30
H:1"=10', V:1"=5'
NOTES:
IN FILL SECTIONS
2. FILL AREA INCLUDES STRIPPING
1. CUT+STRIP = EXCAVATION
BDA
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
6" FORCE MAIN
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
6" FORCE MAIN
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
6" FORCE MAIN
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
6" FORCE MAIN
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
6" FORCE MAIN
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.12" WATER
EXIST.
103
SHEET 2 OF 7
ROADWAY CROSS SECTIONS
48" RCP
PROP.
36" RCP
PROP.
36" RCP
PROP.
36" RCP
PROP.
36" RCP
PROP.
36" RCP
PROP.
STRIP= 25.01 S.F.
FILL= 79.60 S.F.
CUT= 66.27 S.F.
STRIP= 24.04 S.F.
FILL= 62.96 S.F.
CUT= 69.17 S.F.
STRIP= 24.36 S.F.
FILL= 51.96 S.F.
CUT= 83.12 S.F.
STRIP= 22.94 S.F.
FILL= 38.29 S.F.
CUT= 111.47 S.F.
STRIP= 24.37 S.F.
FILL= 49.33 S.F.
CUT= 82.93 S.F.
STRIP= 25.00 S.F.
FILL= 45.01 S.F.
CUT= 113.21 S.F.
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
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STA. 71+00
STA. 72+00
STA. 73+00
STA. 74+00
15
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STA. 70+00
15
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-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
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15
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LC PROP SENS ROAD
C PROP SENS ROADL
C PROP SENS ROADL
EXISTING SECTION
EXISTING SECTION
EXISTING SECTION
EXISTING SECTION
LC PROP SENS ROAD
EXISTING SECTION
LC PROP SENS ROAD
LC PROP SENS ROAD
EXISTING SECTION
STA. 69+00
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
NOTES:
IN FILL SECTIONS
2. FILL AREA INCLUDES STRIPPING
1. CUT+STRIP = EXCAVATION
6" FORCE MAIN
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
TOP OF PIPE EL. 9.56
EXIST. 6" FORCE MAIN
TOP OF PIPE EL. 9.14
EXIST. 6" FORCE MAIN
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
TOP OF PIPE EL. 8.72
EXIST. 6" FORCE MAIN
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
H:1"=10', V:1"=5'
BDA
104
SHEET 3 OF 7
ROADWAY CROSS SECTIONS
36" RCP
PROP.
6'X3' RCB
PROP.
7'X3' RCB
PROP.
STRIP= 24.33 S.F.
FILL= 53.55 S.F.
CUT= 71.15 S.F.
STRIP= 24.53 S.F.
FILL= 43.75 S.F.
CUT= 85.53 S.F.
STRIP= 24.70 S.F.
FILL= 33.52 S.F.
CUT= 97.78 S.F.
STRIP= 24.60 S.F.
FILL= 37.45 S.F.
CUT= 97.06 S.F.
STRIP= 24.45 S.F.
FILL= 42.66 S.F.
CUT= 91.30 S.F.
STRIP= 24.43 S.F.
FILL= 55.53 S.F.
CUT= 84.20 S.F.
PROP. 19"x30" ELLIPTICAL RCP4" GAS LINE
EXIST. CENTERPOINT ENERGY PROP. MOD "B-B" INLET
w/36" RCP (NORTH)
PROP. MH
PROP. A INLET
PROP. "B-B" INLET
PROP. 24" RCP
4'X3' RCB
PROP.
w/MH RISER
PROP. JB
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
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2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:19
:5
6
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
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:
10
0
p
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_
0
4
.
d
g
n
3
/
16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
STA. 77+00
STA. 78+00
STA. 79+00
STA. 80+00
15
10
20
25
30
STA. 76+00
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
LC PROP SENS ROAD
C PROP SENS ROADL
C PROP SENS ROADL
EXISTING SECTION
EXISTING SECTION
EXISTING SECTION
EXISTING SECTION
LC PROP SENS ROAD
EXISTING SECTION
LC PROP SENS ROAD
LC PROP SENS ROAD
EXISTING SECTION
STA. 75+00
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
H:1"=10', V:1"=5'
BDA
NOTES:
IN FILL SECTIONS
2. FILL AREA INCLUDES STRIPPING
1. CUT+STRIP = EXCAVATION
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST."C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
105
SHEET 4 OF 7
ROADWAY CROSS SECTIONS
7'x3' RCB
PROP.
7'x3' RCB
PROP.
7'x3' RCB
PROP.
7'x3' RCB
PROP.
STRIP= 24.32 S.F.
FILL= 53.35 S.F.
CUT= 80.03 S.F.
STRIP= 24.78 S.F.
FILL= 55.51 S.F.
CUT= 83.55 S.F.
STRIP= 24.49 S.F.
FILL= 70.53 S.F.
CUT= 67.81 S.F.
STRIP= 24.21 S.F.
FILL= 98.82 S.F.
CUT= 53.23 S.F.
STRIP= 24.25 S.F.
FILL= 91.25 S.F.
CUT= 59.76 S.F.
STRIP= 24.65 S.F.
FILL= 78.76 S.F.
CUT= 72.91 S.F.
PROP. 7'x3' RCB
w/MH RISER
PROP. 9'x5' RCB
A INLET
PROP.
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
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:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:19
:5
7
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
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:
10
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p
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0
5
.
d
g
n
3
/
16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
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O
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W.
R
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O
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W.
R
.
O
.
W.
R
.
O
.
W.
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
STA. 83+00
STA. 84+00
STA. 85+00
STA. 86+00
15
10
20
25
30
STA. 82+00
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
LC PROP SENS ROAD
C PROP SENS ROADL
C PROP SENS ROADL
EXISTING SECTION
EXISTING SECTION
EXISTING SECTION
EXISTING SECTION
LC PROP SENS ROAD
EXISTING SECTION
LC PROP SENS ROAD
LC PROP SENS ROAD
EXISTING SECTION
STA. 81+00
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
H:1"=10',V:1"=5'
BDA
NOTES:
IN FILL SECTIONS
2. FILL AREA INCLUDES STRIPPING
1. CUT+STRIP = EXCAVATION
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
"C" PVC
SBC 12-4"
EXIST.
12" WATER
EXIST.
4" GAS LINE
CENTERPOINT ENERGY
EXIST.
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
"C" PVC
SBC 12-4"
EXIST.
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
8" WATER
EXIST.
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
106
SHEET 5 OF 7
ROADWAY CROSS SECTIONS
7'x3' RCB
PROP.
7'x3' RCB
PROP.
6'x4' RCB
PROP.
6'x4' RCB
PROP.
6'x4' RCB
PROP.
STRIP= 24.24 S.F.
FILL= 102.39 S.F.
CUT= 67.94 S.F.
STRIP= 23.89 S.F.
FILL= 125.36 S.F.
CUT= 66.35 S.F.
STRIP= 23.48 S.F.
FILL= 208.49 S.F.
CUT= 84.69 S.F.
STRIP= 25.04 S.F.
FILL= 23.05 S.F.
CUT= 77.99 S.F.
STRIP= 24.93 S.F.
FILL= 130.64 S.F.
CUT= 66.24 S.F.
STRIP= 24.81 S.F.
FILL= 98.10 S.F.
CUT= 66.36 S.F.
6'x4' RCB
PROP.
PROP. RETAINING WALL
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
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P
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A
P
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0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:19
:5
8
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
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:
10
0
p
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6
.
d
g
n
3
/
16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
R
.
O
.
W.R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
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O
.
W.
R
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O
.
W.
R
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O
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W.
R
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O
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W.
R
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W.
R
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W.
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W.
R
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O
.
W.
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
STA. 89+00
STA. 90+00
STA. 91+00
STA. 92+00
15
10
20
25
30
STA. 88+00
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
LC PROP SENS ROAD
C PROP SENS ROADL
C PROP SENS ROADL
EXISTING SECTION
EXISTING SECTION
EXISTING SECTION
EXISTING SECTION
LC PROP SENS ROAD
EXISTING SECTION
LC PROP SENS ROAD
LC PROP SENS ROAD
EXISTING SECTION
STA. 87+00
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
H:1"=10',V:1"=5'
NOTES:
IN FILL SECTIONS
2. FILL AREA INCLUDES STRIPPING
1. CUT+STRIP = EXCAVATION
8" WATER
EXIST.
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
24" RCP
PROP.
8" WATER
EXIST.
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
24" RCP
PROP.
8" SAN. SWR.
EXIST.
EXIST. 12" ENTERPRISE PIPELINE
8" WATER
EXIST.
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
2" WATER
EXIST.
8" SAN. SWR.
EXIST.
8" WATER
EXIST.
8" SAN. SWR.
EXIST.
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
2" WATER
EXIST.
"C" PVC
SBC 12-4"
EXIST.
8" WATER
EXIST.
8" SAN. SWR.
EXIST.
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
2" WATER
EXIST.
"C" PVC
SBC 12-4"
EXIST.
5'X4' RCB
PROP.
8" SAN. SWR.
EXIST.
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
8" WATER
EXIST.
"C" PVC
SBC 12-4"
EXIST.
NORTH 'H' ST.
107
SHEET 6 OF 7
ROADWAY CROSS SECTIONS
6'x4' RCB
PROP.
6'x4' RCB
PROP.
6'x4' RCB
PROP.
6'x4' RCB
PROP.
6'x4' RCB
PROP.
STRIP= 24.45 S.F.
FILL= 145.55 S.F.
CUT= 62.58 S.F.
STRIP= 25.00 S.F.
FILL= 143.72 S.F.
CUT= 35.92 S.F.
STRIP= 25.00 S.F.
FILL= 15.93 S.F.
CUT= 53.31 S.F.
STRIP= 24.82 S.F.
FILL= 207.83 S.F.
CUT= 29.62 S.F.
STRIP= 24.49 S.F.
FILL= 130.86 S.F.
CUT= 36.37 S.F.
STRIP= 25.00 S.F.
FILL= 1.93 S.F.
CUT= 23.16 S.F.
24" RCP
PROP.
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
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0
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1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
0
:0
0
P
M
MCK
CAD
O
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:
S
T
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DA
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10
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_
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7
.
d
g
n
3
/
16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
.
O
.
W.
R
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O
.
W.
STA. 93+00
STA. 94+00
STA. 95+00
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
EXISTING SECTION
LC PROP SENS ROAD
EXISTING SECTION
LC PROP SENS ROAD
LC PROP SENS ROAD
EXISTING SECTION
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
15
10
20
25
30
STA. 95+22
15
10
20
25
30
-10-50 -40 -30 -20 0 10 20 30 40 50-60 60
EXISTING SECTION
LC PROP SENS ROAD
15
10
20
25
30
15
10
20
25
30
H:1"=10',V:1"=5'
NOTES:
IN FILL SECTIONS
2. FILL AREA INCLUDES STRIPPING
1. CUT+STRIP = EXCAVATION
EARTHWORK SUMMARY
10" SAN. SWR.
EXIST.
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
8" WATER
EXIST.
"C" PVC
SBC 12-4"
EXIST.
10" SAN. SWR.
EXIST.
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
8" WATER
EXIST.
"C" PVC
SBC 12-4"
EXIST.
10" SAN. SWR.
EXIST.
GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
8" WATER
EXIST.
"C" PVC
SBC 12-4"
EXIST.
10" SAN. SWR.
EXIST.GAS LINE
ENERGY 4"
CENTERPOINT
EXIST.
8" WATER
EXIST.
"C" PVC
SBC 12-4"
EXIST.
108
SHEET 7 OF 7
STRIP= 24.16 S.F.
FILL= 79.78 S.F.
CUT= 22.42 S.F.
STRIP= 23.58 S.F.
FILL= 37.17 S.F.
CUT= 51.39 S.F.
STRIP= 23.93 S.F..
FILL= 89.11 S.F.
CUT= 39.16 S.F.
STRIP= 25.00 S.F.
FILL= 0.14 S.F.
CUT= 70.53 S.F.
STRIPPING= 3,380 C.Y.
FILL= 9,056 C.Y.
CUT= 11,104 C.Y.
ROADWAY CROSS SECTIONS
42" RCP
PROP.
w/42" RCP
PROP. MH.
PROP. 24" RCP
42" RCP
PROP.
42" RCP
PROP.
SENS ROAD
BORING LOGS
118
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
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MAR 2015
268
SENS ROAD
BORING LOGS
119
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
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TOMMY CROMER
97594
MAR 2015
268
SENS ROAD
BORING LOGS
120
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
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97594
MAR 2015
268
SENS ROAD
BORING LOGS
121
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
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1
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1
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CAD
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TOMMY CROMER
97594
MAR 2015
268
SENS ROAD
BORING LOGS
122
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
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TOMMY CROMER
97594
MAR 2015
268
183A
NJD
NOTES:
A
B
C
D
E
F
H
G
SIGN
TYPE III BARRICADE
LEGEND
NOT TO SCALE
S
P
E
N
C
E
R
H
IG
H
W
A
Y
240'240'
A G
B D
C
F
H
3
2
0
'
H
3
2
0
'
C
C
1
2
0
'
HC
N
O
R
T
H
'
C
'
S
TR
E
E
T
CH
N
O
R
T
H
'
D
'
S
TR
E
E
T
H
1
2
0
'
C
N
O
R
TH
'
H
'
S
TR
E
E
T
SENS ROAD
A
240'240'
G
C
B D
Lit
t
l
e
C
e
d
a
r
B
a
y
o
u
231
E
12.
11.
10.
9.
8.
TRAFFIC CONTROL NOTES
PROJECT APPROACH SIGNING AND
WHEN NOT IN USE.
PORTABLE SIGNING. DRUMS AND CONES SHELL BE REMOVED
FOR SIGNAGE WHILE INTERSECTION IS UNDER CONSTRUCTION.
SEE RESPECTIVE INTERSECTION CONSTRUCTION PHASING SHEETS
MAINTAINED AT ALL TIMES. (NO SEPARATE PAY)
ACCESS TO EXISTING BUSINESSES OR RESIDENCES SHALL BE
SIGN R20-3 IS REQUIRED IN ADVANCE OF PROJECT LIMITS.
TO ANY CONSTRUCTION.
DEPARTMENT ENGINEERING DIVISION AT LEAST TWO WEEKS PRIOR
NOTIFY THE HARRIS COUNTY PUBLIC INFRASTRUCTURE
IN ADVANCE TO INFORM OF POSSIBLE DELAY. CONTRACTOR SHALL
ADVANCE SIGNING SHALL BE PLACED A MINIMUM OF TWO WEEKS
6.
7.
1.
2.
3.
4.
5.
ALL FLAGGERS SHALL BE IN RADIO CONTACT WITH EACH OTHER
AT ALL TIMES.
ALL PAVEMENT MARKINGS COVERED BY OVERLAY SHALL BE REPLACED
BEFORE OPENING TO TRAFFIC.
ALL ADVANCE WARNING SIGNS TO BE SET PRIOR TO START
OF CONSTRUCTION ACTIVITIES AND TO REMAIN IN PLACE UNTIL
ALL CONSTRUCTION ACTIVITIES ARE COMPLETE AND ACCEPTED
BY HARRIS COUNTY. THE CONTRACTOR WILL COORDINATE WITH
THE HARRIS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT
ENGINEERING DIVISION IN ESTABLISHING TRAFFIC ROUTES AND
LOCATIONS OF SIGNS.
LANE CLOSURES SHALL BE DURING OFF PEAK HOURS OF
9 A.M.-4 P.M. M-F ONLY.
ALL SIGNS MARKED (*) SHALL HAVE WARNING FLAGS MOUNTED
ON TOP OF THE SIGN.
MAXIMUM PAVEMENT EDGE DROP-OFF SHALL NOT EXCEED 2'.
UNIFORMED PEACE OFFICERS SHALL BE NEEDED TO CONTROL TRAFFIC
AT ALL MAJOR INTERSECTIONS.
CONSTUCTION ZONE ADVISORY SPEED = 35 MPH
EXISTING POSTED SPEED LIMIT = 40
SENS ROAD:
1
2
0
'
SIGNS
R20-3
(48x42)
STATE LAW
OBEY
WARNING
ROAD WORK G20-1
(48x18) NEXT 1 MILE
END
ROAD WORK
G20-2a
(36x18)
NAME
CONTRACTOR
ADDRESS
CITY
STATE
G20-6
(48x30)
ROAD WORK
NEXT 1 MILE
G20-1bL
(72x24)
ROAD WORK
NEXT 1 MILE
G20-1bR
(72x24)
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
CW13-1
(24x24)
WITHOUT TRAFFIC BARRIER.
Scale:
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ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
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MAR 2015
268
W
W
W
W
NORTH "D" STREET
NORTH "C" STREET
BORE-B-3
BORE B-4
BORE-B2
18.8017.31
300318.56
361321.10
300219.06 300619.05 10011
2"CREPE MYRTLE
CO
CO
WWMHW
10"PALM SD
WW WW
WW
PLMKPLMK
PLMK
VENT
PLMK
5'BARBED WIRE FENCE
WW
WW
8'CHAIN LINK FENCE
PLMK
WW WW
SPEED LIMIT
NO THRU TRAFFIC
BORE B-9BORE B-5
BORE B-6
BORE B-7
BORE B-8
T
W
T
W
W
T TT T
NO
RTH "D" STREE
T
NO
RTH "C" STREET
TOP= 21.26'
TOP= 21.19'FL(12" PIPE NW.)=7.89'
TOP= 21.49'FL(12" PIPE NE.)=8.07'FL(12" PIPE S.)=8.11'
TOP= 20.24'FL(10" PVC NE.)=13.12'FL(12" PVC E.)=11.66'
TOP= 17.71'FL(24" PIPE N.)=15.31'FL(24" PIPE S.)=15.31'
TOP= 22.70'FL(12" PVC W.)=18.86'FL(12" PVC E.)=18.86'
TOP= 19.77'
TOP= 20.48'
TOP= 20.41'
TOP= 22.16'
24"
18"
24"RCP
48"
36"
24"
15" RCP
24" RCP
24"RCP
10
' x4'
RCB
10
'
x4' RC
B
361321.10
3002
19.06 3006
19.05
T
TOP= 18.94'
10
' x4
'
RC
B
10
'
x4'
RCB
12
"
SANITARY
SEQUENCE OF CONSTRUCTION
PHASE 2
1"=100'
NJD
M
A
T
C
H
L
I
N
E
S
T
A
.
8
0
+
0
0
M
A
T
C
H
L
I
N
E
S
T
A
.
8
0
+
0
0
S
P
E
N
C
E
R
H
IG
H
W
A
Y
SENS ROAD
SENS ROAD
N
O
R
T
H
'
C
'
S
T
.
N
O
R
T
H
'
D
'
S
T
.
N
O
R
T
H
'
H
'
S
T
.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING SIGNS LOCATION.
1. SEE TRAFFIC CONTROL PLANS FOR DETAILS OF EACH PHASE.
BAYOU
LITTLE CEDAR
235
F216
DETENTION BASIN
PHASE 2 OVERVIEW
PHASE 2, STEP A,B,C FOR EACH STREET )
( FOR SIDE STREET PHASING REFER TO
9.
8.
7.
6.
5.
4.
3.
2.
1.
INSTALL TEMPORARY SWALE AS NECESSARY TO MAINTAIN DRAINAGE.
CONSTRUCT SHARED-USE PATH AS SHOWN ON TCP.
INSTALL TEMPORARY DETOUR PAVEMENT AS SHOWN ON TCP.
CONSTRUCT SOUTHBOUND ASPHALT TRANSITION AS SHOWN ON TCP.
PHASE 2 AT LITTLE CEDAR BAYOU AND CONTINUE UPSTREAM IN BOTH DIRECTIONS.
OF SENS ROAD. TO ENSURE PROPER DRAINAGE, BEGIN CONSTRUCTION FOR
TYPE "A" INLETS AND STAGE ONE TYPE "C" INLETS ALONG THE WEST SIDE
CONSTRUCT PROPOSED STORM SEWER TRUNK LINE, MANHOLES, LEADS,
STEPS CAN BE CONSTRUCTED WHILE PHASE 2 IS BEING CONSTRUCTED.
CONSTRUCT WEST SIDE PROPOSED INTERSECTIONS PAVEMENT IN STEPS. THESE
CONSTRUCT PROPOSED PORTION OF CULVERT SHOWN AT LITTLE CEDAR BAYOU.
.
CONSTRUCT PROPOSED SENS ROAD SOUTHBOUND LANES AND SIDEWALK
LOW PROFILE CONCRETE BARRIER AS SHOWN ON TCP.
INSTALL TEMPORARY PAVEMENT MARKINGS, SIGNINGS, SET DRUMS AND
M
A
T
C
H
L
IN
E
S
T
A
.
9
6
+
9
6
.
7
6
SHEET 1 OF 2
W
T
T
WM
WM PP
MB
MB
GUY
CO 30" RCP30" RCP 36" RCP36" RCP
BOLARD BOLARD
TPED
GRASS
GRASS
GV
WM
SIGN
GV
LP
HEDGE
HEDGE
HEDGE
30" PECAN
CONC
CONC
PP
15" PECAN 15" PECAN 24" PECAN
GV
C/O
CONC
CONC
GRASS
6" OAK
24" RCP
WM
24" RCP
GRASS
ASPH. PARKING LOT
24" RCP
C/O
24" RCP
30" PECAN
DBL SIGN
6' WOOD FENCE
GRASS
DITCH FL
DITCH FL
DITCH FL
DITCH FL
DITCH FL
1•" IP STL GAS LINECENTERPOINT ENERGY
Litt
le
C
eda
r
Ba
yo
u
H.
C.
F.
C.
D.
UNI
T
No.
F1
2
6
-
00
-
0
0
SBC 12-4" "C" PVC
10" SAN SWR 10" SAN SWR
WV
PP
2-STORY BLDG.
2- STORY HOUSE
PORCH
BRICK SIDEWALK
PORCH
6' WOOD FENCE
CONC.
1-STORY BRICK
PORCH
SIDEWALK
HEDGE PP HEDGE
MYRTLECREPT6"
MYRTLECREPT6"
TALLOW6"
2-STORY BLDG.
SIDEWALKHEDGE
SBC MH
CENTERPOINT ENERGY 4" HP STL GAS LINE
SBC 12-4" "C" PVC
8" WATER LINE
10" SAN SWR
OVERHEAD ELECTRIC
TOP= 18.87'
FL(10" PIPE S.)=10.36'
FL(10" PIPE N.)=10.61'
TOP= 18.40'
4" HP STL GAS LINECENTERPOINT ENERGY
W
30"RCP
36"RCP
36"RCP30"RCP30"RCP DITCH FL
DITCH FL
GRAVEL
DRIVE
GRAVEL DRIVE
METAL GUARD RAIL
METAL GUARD RAIL
ASPHALT ASPHALT
MHSAN
PP
PPWMWMGV
PPCONC.
HEADWALL
GUARD FENCE
SIGN
GUARD FENCE
WOOD LINE
WM
MB
PP
PP
PP
PP
24" RCP
GAS LINE
SIGN
CONC
WOOD FENCE
WOOD FENCE
DITCH FL
DITCH FL
PP
ASPHALT PAVING
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
TB
TOP BANK DITCH
36" CEDAR
CONCRETE
2" CREPE MYRTLE
GI
30" PVC
MHS
PP
T
BOLLARD
DIRT DWY
PP
GV C/O
24" RCP24" RCP
ASPH
6' CHAIN LINK FENCE
1-STORY BLDG.
CONC.
PORCH
WM
ASPH
GAS LINEGAS LINE
GAS LINE
ASPH.
DRWY
24" OAK
60" RCP
GV
PP
MBMB
POST
4" HB4" HB
10" HB
10" CEDAR
4" CEDAR
14" MAG.
8" PALM
PALM
PECAN
PORCH
HEDGE
WOOD FENCE
24" RCP
4' BRD. FNC
4' BR
D. FNC
8" ELM
12" ELM
DIRT DRWY
MB
18" HB
GAS LINE
PP
GVWM
60" RCP
W. FAUCET
24" RCP
PP
PP
PP
PP
10" HB
ROAD
GRAVEL
S/T
4' BRD. FNC
WOO
D
LINE
4' BRD. FNC.
HEADWALL
SIGN
PIPELINE
PIPELINE
PIPELINE
FRAME HOUSE
1-STORY
HOUSEFRAME2-STORY
BLDG.1-STORY
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB X
X
X X X
TB
DITCH FL
TBEP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
MYRTLES
CREPT
PIPELINE
GUARD RAIL CONCRETE
GM
MHW MHW
MHW
CO
CONCRETE
CONCRETE
WM
T
T
30" PECAN
ASPH. PARKING LOT
GAS LINEBOLLARDS
PPPP
DBL SIGN
GUY
GUY
BOLLARD
WM
GRASS
PP
PP
PP
WV
WV
PP
WV
FH
DI24" RCP
HEDGE 6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
GAS LINE 24 PECAN
SIGN
GRASS
BOLLARD6' CHAIN LINK FENCE
ASPH. PARKING LOT
DBL SIGN
TPED PP
BOLARD
ASPH.
WM
W FAUCET
ASPH. PARKING LOT
6' CHAIN LINK FENCE
DITCH FL
BOLLARD
30" RCP30" RCP
36" RCP
36" RCP
24" RCPDI
DITCH FL
BOLLARD
SIGN
DBL
POST
ASPHALT PAVING
TB
DITCH FL
TBEP
EP
TB
DITCH FL
TB
TBTB
X
X
X X XX X X X X X X
X
X
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
TB
TB
TB
EP
EP
TB
DITCH FL TB
EP
EP TB DITCH FL
TB
ASPHALT PAVING
MHW TB
DITCH FL
TB
60" RCP 60" RCP 60" RCPGRAVEL
CONCRETEMHW
MHW
CONCRETE
24" PVC
12" PVC
GI
GI
GI
CONCRETE
MHW
SV
SCB
FH
SIGNSTOP
T
T
8" WATER LINE
2" WATER LINE
8" WATER LINE
8" WATER LINE2" WATER LINE
8" WATER LINE
12" WATER LINE12" WATER LINE
SBC 12-4" "C" PVC SBC MH SBC 12-4" "C" PVC
SBC 12-4" "C" PVC
SBC MHTOP= 17.92'
SBC 12-4" "C" PVC
CENTERPOINT ENERGY 4" IP STL GAS LINE CENTERPOINT ENERGY 4" IP STL GAS LINE
8" WATER LINE
BORE B-9
BORE B-7
BORE B-8
•
"PLA GAS LINE
CENTE
RPOINT ENERGY
36"RCP
36"RCP
ELECTRICOVERHEAD
8" WATER LINE
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
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2
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MCK
CAD
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TOMMY CROMER
97594
MAR 2015
268
T
W
T
W
W
T TT T
24" RCP
24" RCP
36
" RCP
FENCE
6' CHAIN LINK
PUMP HSE.
VENT
NO
RTH "D" STREE
T4' BARB WIRE FENCE
4' BARE WIRE FENCE
4' HOGG WIRE FENCE
4' HOGG WIRE FENCE
4' WOOD FENCE
NO
RTH "C" STREET
WV
WV
SIGN
PP
PP
GUY
24" RCP24" RCP
CONC.PPGUY
HEDGE
PLANTER
6' CHAIN LINK FENCE6' CHAIN LINK FENCEOFFICE BLDG1-STORY BRICK CONC. PAVING
FLAG POLE
24" RCP24" RCP
CONC. PAVING
CONC. PAVING
DI
WMTPED
FH GRASS
PPPP
BLDGWAREHOUSE2-STORY
PP
SIGN
SIGN
GUY
LP
LP
24" OAK
8" OAK
MYRTLE6" CREPT
CONC. PAVING
CONC. PAVING
SIDE WALK
SIDE WALK
FH
WMLP
DBL SIGN
8" OAK
SIGN BOLLARD
CONC BASE
TPED
LP
BRICK BLDG.ONE STORY
SIDE WALK W/C RAMP
BARBWIRE FENCE
TOP= 21.26'
DITCH FL
DITCH FL
DITCH FLDITCH FL
DITCH FL
DITCH FL
DITCH FL
DITCH FLDITCH FL
DITCH FL
BORE-B-3
BORE B-4
PP PP
•" PL GAS LINECENTERPOINT ENERGY
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE 12" WATER LINE 12" WATER LINE
SBC 12-4" "C" PVCSBC 12-4" "C" PVCSBC 12-4" "C" PVC
12" WATER LINE
SBC 12-4" "C" PVC
15
" SAN
SWR
15" SAN SWR
SAN SWR15"
8" WATER LINE
BORE-B2
SBC MH
STANDMAIL BOX
CONC. PAVING
LP
DBL SIGN
12" OAK
CONC. PAVING
8" OAK
DI
SIGN
SIGNDBL SIGNDBL 10" OAK
4" TREE
LP
PP
POLEFLAG
TREE8"TREE4"TREE4"
TREE6"TREE6"TREE6"
24" RCP
SIGN
DI
SAN MH
SBC MH
HEDGE
SIDE WALKW/C RAMPSIDE WALK
MYRTLECREPT6"
HEDG
E
CONC. PAVING
HEDGE
DITCH FL
SBC MH
DIRT DRWY
PP
MHSAN
MH
SAN
12" WATER LINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE
SBC 12-4" "C" PVC
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE
SBC 12-4" "C" PVC
OVERHEAD ELECTRIC
CONCRETE PAVING
TOP= 21.19'FL(12" PIPE NW.)=7.89'
TOP= 21.49'FL(12" PIPE NE.)=8.07'FL(12" PIPE S.)=8.11'
TOP= 20.24'FL(10" PVC NE.)=13.12'FL(12" PVC E.)=11.66'
TOP= 17.71'FL(24" PIPE N.)=15.31'FL(24" PIPE S.)=15.31'
TOP= 22.70'FL(12" PVC W.)=18.86'FL(12" PVC E.)=18.86'
TOP= 19.77'
TOP= 20.48'
TOP= 20.41'
TOP= 22.16'
DITCH FL
BARBWIRE FENCE
DITCH FL
10'x4' RCB
24" RC
P
24
" RCP
STORM MH
INLET
INLET
24" RCP
INLET
STORM MH24" RCP
24" RCP
24" RCP SBC 12-4" "C" PVC
OVERHEAD ELECTRICAL
CONC. PARKINGCONC. PARKING
INLET
24"
18"
24"RCP
48"
36"
24"
15" RCP
24" RCP
24"RCP
10
' x4'
RCB
10
'
x4' RC
B
361321.10
3002
19.06 3006
19.05
SBC 2-4" G.I.P.
SBC
12
-4" "C" PVC
SBC 18-4" "C" PVC
SBC 16-4" "C" PVC
EXIST.
14
"
MCU
EXIST.
14
"
MCU
CENTERPOINT ENERGY 4" IP STL GAS LINE
4" IP STL GAS LINECENTERPOINT ENERGY 4" IP STL GAS LINECENTERPOINT ENERGY
TT
WOOD FENCE
OVERHEAD ELECTRIC
6' CHAIN LINK
FENCE
6' CHAIN LINK FENCE
EDGE CON
C.
CONC. PAVING
CURB
GU
TTER
FENCE
6' CHAIN LINK
CONC
48" RCP
HEDGE
HEDG
E
ROOF
CONC.
CONC.
FH
WM
PP GUARD FENCE
GUARD FENCE
6' CHAIN LINK FENCE
GAS PUMP
TANKABOVE GROUND
W/C RAMP
ROOF OVER HANG
RAMP
30
" RCP
GUY
PP TPED
TPED
PP
36" RCPSIGN
DRWYGRAVEL
ASPHALT PAVING
ASPHALT PAV
ING
BRICK BLDG.
ONE STORY
WOOD FENCE
DITCH FL
TB EP EP TB
DITCH FL
TB
OE
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
OE
WV
48" RCP
CONC.
T
T
WOOD FENCETPED
WOO
D
FENCE
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
GI
2" CREPE MYRTLE
2" CREPE MYRTLE
2" CREPE MYRTLE
2" CREPE MYRTLE 2" CREPE MYRTLE
CONCRETE
FOC SIGN
LIGHTLIGHT
SIGN
COSVSCB
48" RCP
T
12" WATER LINE12" WATER LINE12" WATER LINE
8" WATER LINE
SBC 12-4" "C" PVC SBC 12-4" "C" PVC
SBC MHTOP= 18.94'
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTERPOINT ENERGY
2" IP PLA GAS LINE
12
" PVC
BORE B-5
BORE B-6
ENTEX PL
ENTEX PL
(ABANDONED) 6" SANITARY FORCE MAIN 6" SANITARY FORCE MAIN
12" WATER LINE
10
' x4
'
RC
B
10
'
x4'
RCB
12
"
SANITARY
W
T
T
WM
WM PP
MB
MB
GUY
CO 30" RCP30" RCP 36" RCP36" RCP
BOLARD BOLARD
TPED
GRASS
GRASS
GV
WM
SIGN
GV
LP
HEDGE
HEDGE
HEDGE
30" PECAN
CONC
CONC
PP
15" PECAN 15" PECAN 24" PECAN
GV
C/O
CONC
CONC
GRASS
6" OAK
24" RCP
WM
24" RCP
GRASS
ASPH. PARKING LOT
24" RCP
C/O
24" RCP
30" PECAN
DBL SIGN
6' WOOD FENCE
GRASS
DITCH FL
DITCH FL
DITCH FL
DITCH FL
DITCH FL
1•" IP STL GAS LINECENTERPOINT ENERGY
Litt
le
C
eda
r
Ba
yo
u
H.
C.
F.
C.
D.
UNI
T
No.
F1
2
6
-
00
-
0
0
SBC 12-4" "C" PVC
10" SAN SWR 10" SAN SWR
WV
PP
2-STORY BLDG.
2- STORY HOUSE
PORCH
BRICK SIDEWALK
PORCH
6' WOOD FENCE
CONC.
1-STORY BRICK
PORCH
SIDEWALK
HEDGE PP HEDGE
MYRTLECREPT6"
MYRTLECREPT6"
TALLOW6"
2-STORY BLDG.
SIDEWALKHEDGE
SBC MH
CENTERPOINT ENERGY 4" HP STL GAS LINE
SBC 12-4" "C" PVC
8" WATER LINE
10" SAN SWR
OVERHEAD ELECTRIC
TOP= 18.87'
FL(10" PIPE S.)=10.36'
FL(10" PIPE N.)=10.61'
TOP= 18.40'
4" HP STL GAS LINECENTERPOINT ENERGY
W
30"RCP
36"RCP
36"RCP30"RCP30"RCP DITCH FL
DITCH FL
GRAVEL
DRIVE
GRAVEL DRIVE
METAL GUARD RAIL
METAL GUARD RAIL
ASPHALT ASPHALT
MHSAN
PP
PPWMWMGV
PPCONC.
HEADWALL
GUARD FENCE
SIGN
GUARD FENCE
WOOD LINE
WM
MB
PP
PP
PP
PP
24" RCP
GAS LINE
SIGN
CONC
WOOD FENCE
WOOD FENCE
DITCH FL
DITCH FL
PP
ASPHALT PAVING
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
TB
TOP BANK DITCH
36" CEDAR
CONCRETE
2" CREPE MYRTLE
GI
30" PVC
MHS
PP
T
BOLLARD
DIRT DWY
PP
GV C/O
24" RCP24" RCP
ASPH
6' CHAIN LINK FENCE
1-STORY BLDG.
CONC.
PORCH
WM
ASPH
GAS LINEGAS LINE
GAS LINE
ASPH.
DRWY
24" OAK
60" RCP
GV
PP
MBMB
POST
4" HB4" HB
10" HB
10" CEDAR
4" CEDAR
14" MAG.
8" PALM
PALM
PECAN
PORCH
HEDGE
WOOD FENCE
24" RCP
4' BRD. FNC
4' BR
D. FNC
8" ELM
12" ELM
DIRT DRWY
MB
18" HB
GAS LINE
PP
GVWM
60" RCP
W. FAUCET
24" RCP
PP
PP
PP
PP
10" HB
ROAD
GRAVEL
S/T
4' BRD. FNC
WOO
D
LINE
4' BRD. FNC.
HEADWALL
SIGN
PIPELINE
PIPELINE
PIPELINE
FRAME HOUSE
1-STORY
HOUSEFRAME2-STORY
BLDG.1-STORY
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB X
X
X X X
TB
DITCH FL
TBEP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
MYRTLES
CREPT
PIPELINE
GUARD RAIL CONCRETE
GM
MHW MHW
MHW
CO
CONCRETE
CONCRETE
WM
T
T
30" PECAN
ASPH. PARKING LOT
GAS LINEBOLLARDS
PPPP
DBL SIGN
GUY
GUY
BOLLARD
WM
GRASS
PP
PP
PP
WV
WV
PP
WV
FH
DI24" RCP
HEDGE 6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
GAS LINE 24 PECAN
SIGN
GRASS
BOLLARD6' CHAIN LINK FENCE
ASPH. PARKING LOT
DBL SIGN
TPED PP
BOLARD
ASPH.
WM
W FAUCET
ASPH. PARKING LOT
6' CHAIN LINK FENCE
DITCH FL
BOLLARD
30" RCP30" RCP
36" RCP
36" RCP
24" RCPDI
DITCH FL
BOLLARD
SIGN
DBL
POST
ASPHALT PAVING
TB
DITCH FL
TBEP
EP
TB
DITCH FL
TB
TBTB
X
X
X X XX X X X X X X
X
X
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
TB
TB
TB
EP
EP
TB
DITCH FL TB
EP
EP TB DITCH FL
TB
ASPHALT PAVING
MHW TB
DITCH FL
TB
60" RCP 60" RCP 60" RCPGRAVEL
CONCRETEMHW
MHW
CONCRETE
24" PVC
12" PVC
GI
GI
GI
CONCRETE
MHW
SV
SCB
FH
SIGNSTOP
T
T
8" WATER LINE
2" WATER LINE
8" WATER LINE
8" WATER LINE2" WATER LINE
8" WATER LINE
12" WATER LINE12" WATER LINE
SBC 12-4" "C" PVC SBC MH SBC 12-4" "C" PVC
SBC 12-4" "C" PVC
SBC MHTOP= 17.92'
SBC 12-4" "C" PVC
CENTERPOINT ENERGY 4" IP STL GAS LINE CENTERPOINT ENERGY 4" IP STL GAS LINE
8" WATER LINE
BORE B-9
BORE B-7
BORE B-8
•
"PLA GAS LINE
CENTE
RPOINT ENERGY
36"RCP
36"RCP
ELECTRICOVERHEAD
8" WATER LINE
4' HOGG WIRE FENCE
NO
RTH "C" STREET
WV
WV
SIGN
PP
PP
GUY
24" RCP
6' CHAIN LINK FENCE
DITCH FL
DITCH FL
8" WATER LINE
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
2
:5
4
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
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a
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R
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3/16/2015
TOMMY CROMER
97594
MAR 2015
268
SEQUENCE OF CONSTRUCTION
PHASE 3
1"=100'
NJD
M
A
T
C
H
L
I
N
E
S
T
A
.
8
0
+
0
0
M
A
T
C
H
L
I
N
E
S
T
A
.
8
0
+
0
0
S
P
E
N
C
E
R
H
IG
H
W
A
Y
SENS ROAD
SENS ROAD
N
O
R
T
H
'
C
'
S
T
.
N
O
R
T
H
'
D
'
S
T
.
N
O
R
T
H
'
H
'
S
T
.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING SIGNS LOCATION.
1. SEE TRAFFIC CONTROL PLANS FOR DETAILS OF EACH PHASE.
BAYOU
LITTLE CEDAR
PHASE 3, STEP 1
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
3.
2.
1.
237
F216
DETENTION BASIN
PHASE 3, STEP 2
3.
2.
1.
PHASE 3 OVERVIEW
CONSTRUCT REMAINING ASPHALT TRANSITION AS SHOWN ON TCP.
ALONG SENS ROAD AND NORTH 'H' STREET.
INSTALL PERMANENT PAVEMENT MARKINGS & SIGNINGS
AND SET DRUMS.
INSTALL TEMPORARY PAVEMENT MARKINGS, SIGNINGS
INSTALL PARTIAL TEMPORARY DETOUR PAVEMENT AS SHOWN ON TCP.
CONSTRUCT NORTHBOUND ASPHALT TRANSITION AS SHOWN ON TCP.
CONSTRUCT PROPOSED "C" STREET PAVEMENT IN STEPS.
CONSTRUCT PROPOSED NORTHBOUND BRIDGE AT LITTLE CEDAR BAYOU.
ON THE EAST SIDE OF SENS ROAD.
CONSTRUCT REMAINING PROPOSED STORM SEWER LEADS AND INLETS
CONSTRUCT PROPOSED SENS ROAD NORTHBOUND LANES.
AS SHOWN ON TCP.
MILL EXISTING PAVEMENT AND BEGIN RECYCLE ASPHALT PAVEMENT
ALONG NORTH 'D' & 'H' STREET.
INSTALL PERMANENT PAVEMENT MARKINGS AND SIGNINGS
CONSTRUCTED SOUTHBOUND PAVEMENT.
MOVE NORTHBOUND & SOUTHBOUND TRAFFIC TO THE NEWLY
NEWLY CONSTRUCTED SOUTHBOUND PAVEMENT.
INSTALL TEMPORARY PAVEMENT MARKINGS AND SIGNINGS ON THE
MOVE TRAFFIC TO FINAL CONFIGURATION.
HIGHWAY.
INSTALL PERMANENT PAVEMENT FOR THE MEDIAN NEAR SPENCER
AND SET DRUMS.
INSTALL TEMPORARY PAVEMENT MARKINGS, SIGNINGS
M
A
T
C
H
L
IN
E
S
T
A
.
9
6
+
9
6
.
7
6
SHEET 1 OF 2
R.O.W.
R.O.W.
NOTES:
LEGEND
A
B
C
TYPE III BARRICADE
VP-1L
VERTICAL PANELS
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
END
ROAD WORK
G20-2a
(36x18)
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
MCK
DETAILS" .
4. FOR PLUGGING DETAILS REFER TO "MISCELLANEOUS SEWER
SEQUENCE FOR MISCELLANEOUS DRIVES".
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGN LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
G 8" WIDE SOLID WHITE STRIPE (REMOV)
24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
M
AT
C
H
L
IN
E
S
T
A.
5
1
+
5
0
PHASE 1 STEP 1
TRAFFIC CONTROL PLAN
238A
DRUM WITH
@ 45' C-C
320'
320'
320'
540
' TAPER
640
FEET (24x18)
CW16-2P
320
FEET (24x18)
CW16-2P
LEFT
LANE
CLOSED
CW20-5TL
(36x36)
LEFT
LANE
CLOSED
CW20-5TL
(36x36)
G
B
1"=40'
TVC
51+00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
2
:5
6
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
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10
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F
I
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:
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\
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o
u
f
i
l
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\
b
b
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r
a
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1
0
2
3
0
1
\
2
0
1
3
0
3
2
9
_
S
e
n
s
D
r
a
i
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a
g
e
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v
i
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i
o
n
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3/16/2015
TOMMY CROMER
97594
MAR 2015
268
1"=40'
R.O.W.
R.O.W.
NOTES:
LEGEND
S
P
E
N
C
E
R
H
IG
H
W
A
Y
B
B
VP-1L
A
B
C
DRUM WITH
VERTICAL PANELS
PHASE 1 STEP 1
TRAFFIC CONTROL PLAN
R
.
O
.
W.
DRUM WITH
SECTION B-B
SCALE:1"=10'H, 1"=5'V
4'
BUFFER
DRUM WITH
VP-1L
C EXIST. SENS ROAD
0' TO 21.5' (LEFT)
VARIES
0' TO 13' (RIGHT)
VARIES
R
.
O
.
W.
VARIES
4'
BUFFER
L
LC PROP. SENS ROAD
DRUM WITH
VERTICAL PANELS
VP-1L
3
2
0
'
3
2
0
'
DRUM WITH
VERTICAL PANELS
TYPE III BARRICADE
239
M
AT
C
H
L
IN
E
S
T
A.
6
0
+
5
0
@ 35' C-C
@ 35' C-C
@ 35' C-C
VP-1R
VP-1L
@ 35' C-C
DRUM WITH
VERTICAL PANELS
VP-1L
C
C
A
B
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
B
PROP. COMPLETED CONSTRUCTION
VARIES 21' TO 32'
MEDIAN
EXIST.
10' LANE MIN.
VARIESVARIES
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
END
ROAD WORK
G20-2a
(36x18)
END
ROAD WORK
G20-2a
(36x18)
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
REMOVING EXIST. CONC.
CURB AND PLACE TEMPORARY
ASPHALT DETOUR PAVEMENT
(FLUSH TO EXIST. EDGE OF
CONC. PAVEMENT)
CONC. PAVEMENT)
(FLUSH TO EXIST. EDGE OF
ASPHALT DETOUR PAVEMENT
CURB AND PLACE TEMPORARY
END REMOVING EXIST. CONC.
STA. 59+46.78 (32' WIDE)
CONC. PAVEMENT)
(FLUSH TO EXIST. EDGE OF
ASPHALT DETOUR PAVEMENT
CURB AND PLACE TEMPORARY
BEGIN REMOVING EXIST. CONC.
STA. 55+05.86 (21' WIDE)
AND MH AND PROP. RCP
PROP. JUNCTION BOX
REMOVE EXIST MH REPLACE
STA. 57+80.26 0.00' OFFSET
BE
EFG
(SEE NOTE 4)
PLUG BOX
DETAILS" .
4. FOR PLUGGING DETAILS REFER TO "MISCELLANEOUS SEWER
SEQUENCE FOR MISCELLANEOUS DRIVES".
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGN LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
G 8" WIDE SOLID WHITE STRIPE (REMOV)
24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
G
(8" BLACK BASE)
DETOUR PAVEMENT
TEMPORARY ASPHALT
M
AT
C
H
L
IN
E
S
T
A.
5
1
+
5
0
G
G ADJUST MANHOLE
OFF. 16.44' RT
STA. 55+41.86
OFF. 4.56' LT
STA. 55+41.86
OFF. 4.56' LT
STA. 56+28.43
R 500'
R 500'
OFF. 16.12' LT
STA. 57+70.20
OFF. 14.23' LT
STA. 58+46.48
OFF. 11.89' RT
STA. 59+38.95
T
TOP= 22.16'
24"
18"
24"
24
"
24"
24"RCP
48"
36"
24"
15" RCP
24" RCP
24"RCP
10
'
x
4
'
RC
B
10
'
x
4
'
RC
B
3003
18.56
36
13
21.10
3002
19.06
3006
19.05
1
0
'
x4
'
RC
B
10
'
x
4
'
RC
B
1
2
"
SAN
I
T
ARY
54+00 55+00 56+00 57+00 58+00 59+00 60+0053+0052+00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
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A
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0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
2
:5
6
P
M
MCK
CAD
O
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:
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3/16/2015
TOMMY CROMER
97594
MAR 2015
268
T
TT
NO
RTH
"
C"
STRE
E
T
TOP= 17.71'FL(24" PIPE N.)=15.31'FL(24" PIPE S.)=15.31'
TOP= 20.48'
TOP= 20.41'
65+00 66+00 67+00 68+00 69+00 70+00
PI 71+00
72+00
PI
0
+
0
0
1
+
0
0
T
W
T
TOP= 20.24'
FL(10" PVC NE.)=13.12'FL(12" PVC E.)=11.66'
24"
18"
24"RCP
48"
36"
24"
15" RCP
24" RCP
24"RCP
1
0
'
x
4
'
RCB
3613
21.10
30
0
2
19.06
30
0
6
19.05
10
'
x
4
'
RCB
1
0
'
x4
'
RCB
1
2
"
S
AN
I
TARY
54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+0053+00
M
A
T
C
H
L
IN
E
S
T
A
.
6
4
+
5
0
M
A
TC
H
L
IN
E
S
TA.
6
4
+
5
0
M
AT
C
H
L
IN
E
S
T
A.
7
2
+
5
0
1"=40'
50'
LC EXIST. SENS ROAD
LC PROP. SENS ROAD
CONSTRUCTION ZONE
(WHERE REQUIRED)
TEMPORARY SWALE
0' TO 21.5' (LEFT)
VARIES
0' TO 13' (RIGHT)
R
.
O
.
W.
R
.
O
.
W.
50'
SECTION A-A
A
A
A
A
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
S
P
E
N
C
E
R
H
IG
H
W
A
Y
39.7' TO 18'
VARIES
(MATCH EXIST. FLOWLINE)
TEMPORARY DITCH
BEGIN PROP. REGRADE EXIST.
STA. 69+89, 24' RT.
(MATCH EXIST. PAVEMENT)
PAVEMENT TRANSITION
BEGIN TEMPORARY ASPHALT DETOUR
STA. 57+83.4, 39.7' LT.
NJD
240
DRUM WITH
VP-1R
DRUM WITH
320' MERGING TAPER
A B
A B
EMBANKMENT
PROP. COMPACTED
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
STEP)
PREVIOUS
(FROM
(FROM PREVIOUS STEP)
50'
LC EXIST. SENS ROAD
CONSTRUCTION ZONE
(WHERE REQUIRED)
TEMPORARY SWALE
0' TO 21.5' (LEFT)
VARIES
0' TO 13' (RIGHT)
R
.
O
.
W.
R
.
O
.
W.
50'
SECTION A-A
39.7' TO 18'
VARIES
DRUM WITH
VP-1R
EMBANKMENT
PROP. COMPACTED
C PROP. SENS ROADL
LANE
12'
LANE
12'
LANE
12'
12'
BUFFER
SCALE:1"=10'H, 1"=5'V
(OFF-PEAK HOURS)
SCALE:1"=10'H, 1"=5'V
(PEAK HOUR)
C PROP. SENS ROADL
LC PROP. SENS ROAD LC EXIST. SENS ROAD
N
O
R
T
H
"C
"
S
T
R
E
E
T
PHASE 1 STEP 2
TRAFFIC CONTROL PLAN
SHEET 1 OF 3
(WIDTH VARIES-0' TO 19.50')
(8" BLACK BASE)
ASPHALT DETOUR PAVEMENT
PROP. TEMPORARY
(WIDTH VARIES-0' TO 19.50')
(8" BLACK BASE)
ASPHALT DETOUR PAVEMENT
PROP. TEMPORARY
CHEVRON
ON TAPER
@ 40' C-C
G 8" WIDE SOLID WHITE STRIPE (REMOV)
24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
(LEFT)
ARROW BOARD
240'240'240'
RIGHT
LANE
CLOSED
CW20-5TR
(36x36)
480
FEET (24x18)
CW16-2P
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
240
FEET (24x18)
CW16-2P
RIGHT
LANE
CLOSED
CW20-5TR
(36x36)
AT THIS INTERSECTION.
ADVANCED WARNING
SEE SHEET 34 FOR
(36x36)
CW20-7
500
FEET (24x18)
CW16-2P
BE
PREPARED
TO STOP
CW3-4
(36x36)
FLAGGER
NOTES:
SEQUENCE FOR MISCELLANEOUS DRIVES"
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGN LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
CW1-7
(48x24)
CW1-7
(48x24)
OFF. 33.94' RT
STA. 59+53.58
OFF. 19.49' RT
STA. 58+83.24
OFF. 21.03' RT
STA. 63+37.37
OFF. 32.36' RT
STA. 60+00.45
OFF. 18.28' RT
STA. 68+97.84
OFF. 18.00' RT
STA. 70+19.10
OFF. 18.00' RT
STA. 71+66.36
R 1982'
R 2018'
OFF. 18.00' RT
STA. 65+96.65
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
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P
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A
P
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:
0
2
1
0
2
0
0
0
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8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
3
:11
P
M
MCK
CAD
O
P
:
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:
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TOMMY CROMER
97594
MAR 2015
268
W
W
T
NORTH
"
D"
STREE
T
TOP= 21.26'
TOP= 21.19'
FL(12" PIPE NW.)=7.89'
TOP= 21.49'FL(12" PIPE NE.)=8.07'FL(12" PIPE S.)=8.11'
TOP= 19.77'
10
0
1
1
CO
CO
WW
MHW
SD
WW
T
TOP= 18.94'
S
8
7
°
0
0
'
1
8
.
6
2
"
W
73+00 74+00 75+00 76+00 77+00 78+00
PI
79+00
80+00 81+00 82+00 83+00 84+00
PI
1
+
0
0
0
+
0
0
WW
WW
PLMK
PLMK
PLMK
VENT
PLMK
5'
BARBED
WIRE
FENCE
WW
WW
8'CHAIN LINK FENCE
PLMK
WW
SPEED LIMIT
NO THRU TRAFFIC
T
T
TOP= 17.92'
84+00
PI
85+00 86+00 87+00 88+00 89+00PI 90+00
91+00
M
AT
C
H
L
IN
E
S
T
A.
8
4
+
0
0
M
AT
C
H
L
IN
E
S
T
A
.
7
2
+
5
0
M
AT
C
H
L
IN
E
S
T
A.
8
4
+
0
0
M
A
TC
H
L
IN
E
S
TA
.
9
1
+
0
0
1"=40'
N
O
R
T
H
"D
"
S
T
R
E
E
T
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
(MATCH EXIST. PAVEMENT)
DETOUR PAVEMENT
END TEMPORARY ASPHALT
STA. 80+87.7, 18' RT.
(MATCH EXIST. PAVEMENT)
DETOUR PAVEMENT
BEGIN TEMPORARY ASPHALT
STA. 90+18.6, 19.4' RT.
(MATCH EXIST. FLOWLINE)
TEMPORARY DITCH
END PROP. REGRADE EXIST.
STA. 79+65.5, 24' RT.
NJD
CONTRACTOR TO MAINTAIN TEMPORARY DRAINGE
PROP. TEMPORARY RCP JOINT
B
A
Y
O
U
L
IT
T
L
E
C
E
D
A
R
241
100' TAPER
VP-1R
DRUM WITH
VERTICAL PANELS
DRUM
VP-1R
VERTICAL PANELS
DRUM WITH
@ 70' C-C
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
NOTES:
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
SIGN LOCATION.
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SEQUENCE FOR MISCELLANEOUS DRIVES"
C
39
SECTION
SHEET NUMBER
ON TAPER
@ 35' C-C
ON TAPER
@ 35' C-C
PHASE 1 STEP 2
TRAFFIC CONTROL PLAN
C EXIST. SENS ROADL
C PROP. SENS ROADL
LC PROP. SENS ROAD
LC EXIST. SENS ROAD
4:00 PM WITH OFFICER CONTROL.
TRUCK
CROSSING
CW8-6
(36x36)
SHEET 2 OF 3
A
195
A
195
A
195
A
195
G 8" WIDE SOLID WHITE STRIPE (REMOV)
24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
CW1-7
(48x24)
FLAGGER
(36x36)
CW20-7
500
FEET (24x18)
CW16-2P
BE
PREPARED
TO STOP
CW3-4
(36x36)
OFF. 18.00' RT
STA. 76+97.92
OFF. 18.00' RT
STA. 78+04.66
R 2018'
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
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0
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2
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0
0
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8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
3
:12
P
M
MCK
CAD
O
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:
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10
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1
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3
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3/16/2015
TOMMY CROMER
97594
MAR 2015
268
W
T
T
TOP= 18.87'
FL(10" PIPE S.)=10.36'
FL(10" PIPE N.)=10.61'
TOP= 18.40'
S
8
6
°
5
9
'
4
9
.
5
5
"
W
91+00
PI
92+00 93+00 94+00 95+00 96+00 97+000
+
0
0
1
+
0
0
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
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P
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A
P
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0
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1
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2
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8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
3
:13
P
M
MCK
CAD
O
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:
S
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10
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1
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1
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3/16/2015
TOMMY CROMER
97594
MAR 2015
268
1"=40'
M
A
TC
H
L
IN
E
S
TA
.
9
1
+
0
0
N
O
R
T
H
"H
"
S
T
R
E
E
T
R.O.W.
R.O.W.
R.O.W.
R.O.W.
NJD
242
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
NOTES:
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
SIGN LOCATION.
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SEQUENCE FOR MISCELLANEOUS DRIVES"
PHASE 1 STEP 2
TRAFFIC CONTROL PLAN
C EXIST. SENS ROADL
C
39
SECTION
SHEET NUMBER
CONTRACTOR TO MAINTAIN TEMPORARY DRAINAGE
PROP. TEMPORARY RCP JOINT
C PROP. SENS ROADL
4:00 PM WITH OFFICER CONTROL.
REQUIREMENTS DURING OFF-PEAK HOURS.
4. SEE "1 LANE CLOSURE FLAGGING OPERATION" FOR SIGNING
SHEET 3 OF 3
M
A
T
C
H
L
IN
E
S
T
A
.
9
6
+
9
6
.
7
6
A
195
A
195
G 8" WIDE SOLID WHITE STRIPE (REMOV)
24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
CW1-7
(48x24)
OFF. 18.00' RT
STA. 91+85.86
OFF. 18.00' RT
STA. 96+56.52
T
W
T
TOP= 20.24'
FL(10" PVC NE.)=13.12'FL(12" PVC E.)=11.66'
TOP= 22.70'
FL(12" PVC W.)=18.86'FL(12" PVC E.)=18.86'
TOP= 22.16'
24"
18"
24"RCP
48"
36"
24"
15" RCP
24" RCP
24"RCP
1
0
'
x4
'
RC
B
361
3
21.10
3002
19.06
3006
19.05
10
'
x
4
'
RC
B
1
0
'
x4
'
RC
B
1
2
"
S
AN
I
TARY
54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+0053+00
T
TT
NO
RTH
"
C"
STREET
TOP= 17.71'
FL(24" PIPE N.)=15.31'FL(24" PIPE S.)=15.31'
TOP= 20.48'
TOP= 20.41'
65+00 66+00 67+00 68+00 69+00 70+00
PI 71+00
72+00
PI
0
+
0
0
1
+
0
0
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
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2
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0
0
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8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
3
:15
P
M
MCK
CAD
O
P
:
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T
AT
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:
DA
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10
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p
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a
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0
1
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2
0
1
3
0
3
2
9
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S
e
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s
D
r
a
i
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a
g
e
R
e
v
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i
o
n
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3/16/2015
TOMMY CROMER
97594
MAR 2015
268
M
A
TC
H
L
IN
E
S
TA
.
6
4
+
5
0
M
AT
C
H
L
IN
E
S
T
A.
6
4
+
5
0
M
ATC
H
L
IN
E
S
T
A.
7
2
+
5
0
PHASE 2
TRAFFIC CONTROL PLAN
1"=40'
50'
L
CONSTRUCTION ZONE
R
.
O
.
W.
R
.
O
.
W.
50'
SECTION A-A
SCALE:1"=10'H, 1"=5'V
A
A
A
A
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
N
O
R
T
H
"C
"
S
T
R
E
E
T
S
P
E
N
C
E
R
H
IG
H
W
A
Y
(WHERE REQUIRED)
IN PHASE 1
PREVIOUSLY CONSTRUCTED
TEMPORARY SWALE
LANE
10'
LANE
10'
A
YB
4' BUFFER ZONE
PAVEMENT CONSTRUCTION
PROP. PERMANENT
25'
9' TO 19'
VARIES
IN PHASE 1
PREVIOUSLY CONSTRUCTED
DETOUR PAVEMENT
TEMPORARY ASPHALT
A
A B
BA
CONCRETE BARRIER
LOW PROFILE
A
TRUNKLINE
STORM SEWER
INLET AS REQ'D
STORM SEWER
LEADS AS REQ'D
STORM SEWER
39.7' TO 18'
VARIES
NJD
6'
246
@ 35' C-C
10' MIN. LANE
10' MIN. LANE
Y
Y
ZA
C
10' MIN. LANE
10' MIN. LANE
DRUMS
500' R
C PROP. SENS ROAD
500' R.
TAPER
MIN 245'
NOTES:LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
@ 35' C-C
DRUMS
BEGIN PROP. PERMANENT CONSTRUCTION
STA. 57+70, 49' LT. & 10' RT.
2 STRIPES
2 STRIPES
C EXIST. SENS ROADL
C PROP. SENS ROADL
LC PROP. SENS ROADCONSTRUCTED IN PHASE 1
TO RCP PREVIOUSLY
REMOVE PLUG AND CONNECT
PLUG RCP
PLUG RCP
PLUG RCP
ROAD
NARROWS
W5-1
(30x30)
CW6-3
(36x36)
BEGIN LOW PROFILE CONCRETE BARRIER
STA. 59+40.51 (9.35' RT)
CW6-2
(36x36)
CW6-1
(36x36)
CW1-4R
(36x36)
W3-3
(18x18)
THIS INTERSECTION.
ADVANCED WARNING AT
SEE SHEET 35 FOR
4. FOR PLUGGING DETAILS REFER TO "MISCELLANEOUS SEWER DETAILS".
SEQUENCE FOR MISCELLANEOUS DRIVES"
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGNING".
2. FOR ADVANCE WARNING SIGN LOCATIONS REFER TO "PROJECT APPROACH
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
SHEET 1 OF 3
G
G
B
H 8" WIDE DOTTED WHITE STRIPE (REMOV)
8" WIDE SOLID WHITE STRIPE (REMOV)
24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
R4-7b
(24x30)
H
NARROW
LANES
AHEAD
CW20-8T
(36x36)
WORD (REMOV)
WORK ZONE
ARROW (REMOV)
WORK ZONE
ARROW (REMOV)
WORK ZONE
WORD (REMOV)
WORK ZONE
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
(LEFT)
ARROW BOARD
240'240'240'
RIGHT
LANE
CLOSED
CW20-5TR
(36x36)
RIGHT
LANE
CLOSED
CW20-5TR
(36x36)
@ 70' C-C
(CW1-8R)
W/CHEVRON240
FEET (24x18)
CW16-2P
480
FEET (24x18)
CW16-2P
CW1-7
(48x24)
T
T
TOP= 17.92'
84+00
PI
85+00 86+00 87+00 88+00 89+00PI 90+00
91+00
W
W
T
NORTH
"
D"
STREE
T
TOP= 21.26'
TOP= 21.19'
FL(12" PIPE NW.)=7.89'
TOP= 21.49'FL(12" PIPE NE.)=8.07'FL(12" PIPE S.)=8.11'
TOP= 19.77'
T
TOP= 18.94'
73+00 74+00 75+00 76+00 77+00 78+00
PI
79+00
80+00 81+00 82+00 83+00 84+00
PI
1
+
0
0
0
+
0
0
M
AT
C
H
L
IN
E
S
T
A.
8
4
+
0
0
M
AT
C
H
L
IN
E
S
T
A
.
7
2
+
5
0
M
AT
C
H
L
IN
E
S
T
A.
8
4
+
0
0
M
A
TC
H
L
IN
E
S
TA
.
9
1
+
0
0
PHASE 2
TRAFFIC CONTROL PLAN
1"=40'
B
B
N
O
R
T
H
"D
"
S
T
R
E
E
T
50'
LC PROP. SENS ROAD
R
.
O.
W.
50'
SECTION B-B
SCALE:1"=10'H, 1"=5'V
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
LANE
10'
LANE
10'
18'CONSTRUCTION ZONE
R
.
O
.
W.
4' BUFFER ZONE
19'
A B A
PAVEMENT CONSTRUCTION
PROP. PERMANENT
25'
A B END TEMPORARY STRIPINGS
STA. 81+27.6, 8' & 20' RT.
A
B
BEGIN TEMPORARY STRIPINGS
STA. 89+50.8, 1.4', 12.4 & 24.9' RT.
CONCRETE BARRIER
LOW PROFILE
IN PHASE 1
PREVIOUSLY CONSTRUCTED
DETOUR PAVEMENT
TEMPORARY ASPHALT
(WHERE REQUIRED)
IN PHASE 1
PREVIOUSLY CONSTRUCTED
TEMPORARY SWALE
INLET AS REQ'D
STORM SEWER
LEADS AS REQ'D
STORM SEWER
TRUNKLINE
STORM SEWER
BEGIN CTB CONC. BARRIER
END DRUMS w/VP-1R
STA. 89+66, 2.5' LT.
FOR INTERSECTION SEQUENCING
SEE "TRAFFIC CONTROL PLAN PHASE 2, STEP A, B & C"
NJD
6'
10' LANE
10' LANE
B
A
Y
O
U
L
IT
T
L
E
C
E
D
A
R
247
Y
Y
Z
Z
Z
NOTES:
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
@ 35' C-C
VP-1R
DRUM WITH
VERTICAL PANELS
2 STRIPES
C
39 SHEET NUMBER
SECTION CALLOUT
2 STRIPES
C PROP. SENS ROAD
C EXIST. SENS ROAD
C PROP. SENS ROAD
L
L
L
CONCRETE BARRIER
END LOW PROFILE
STA. 72+73.3
CONCRETE BARRIER
BEGIN LOW PROFILE
STA. 73+83.4
CONCRETE BARRIER
END LOW PROFILE
STA. 81+90
END TEMPORARY STRIPING
STA. 81+90, 3' LT.
PLUG RCP
PLUG RCP
PLUG RCP
PLUG RCP
TO BEGINNING PHASE 2 STEPS A, B OR C CONSTRUCTION.
DURING OFF-PEAK HOURS WITH OFFICER PRIOR
CONSTRUCT STORM SEWER CROSSING SIDE STREET
4. FOR PLUGGING DETAILS REFER TO "MISCELLANEOUS SEWER DETAILS".
SEQUENCE FOR MISCELLANEOUS DRIVES".
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGN LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
FROM MBC TO UNDER BRIDGE
GRADE TO DRAIN STORM WATER
SHEET 2 OF 3
C
203
C
203
G 8" WIDE SOLID WHITE STRIPE (REMOV)
24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
CW1-7
(48x24)
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
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:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
3
:16
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
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F
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:
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\
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0
1
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2
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1
3
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3
2
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a
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a
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2
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d
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n
3
/
16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268
W
T
T
TOP= 18.87'
FL(10" PIPE S.)=10.36'
FL(10" PIPE N.)=10.61'
TOP= 18.40'
WW
91+00
PI
92+00 93+00 94+00 95+00 96+00 97+000
+
0
0
1
+
0
0
PHASE 2
TRAFFIC CONTROL PLAN
1"=40'
M
A
TC
H
L
IN
E
S
TA
.
9
1
+
0
0
50'
LC PROP. SENS ROAD
R
.
O
.
W.
R
.
O
.
W.
50'
SECTION D-D
SCALE:1"=10'H, 1"=5'V
N
O
R
T
H
"H
"
S
T
R
E
E
T
D
D
R.O.W.
R.O.W.
LC EXIST. SENS ROAD
A B
END CTB CONC. BARRIER
STA. 91+54.5, 4' LT.
BEGIN CTB CONC. BARRIER
STA. 92+69.2, 4' LT.
18'CONSTRUCTION ZONE
LANE
10'
LANE
10'19'
4' BUFFER ZONE
PAVEMENT CONSTRUCTION
PROP. PERMANENT
25'
IN PHASE 1
PREVIOUSLY CONSTRUCTED
DETOUR PAVEMENT
TEMPORARY ASPHALT
(WHERE REQUIRED)
IN PHASE 1
PREVIOUSLY CONSTRUCTED
TEMPORARY SWALE
A B A
FOR INTERSECTION SEQUENCING
SEE "TRAFFIC CONTROL PLAN PHASE 2, STEP A, B & C"
SECTION C-C
19'
PAVEMENT CONSTRUCTION
PROP. PERMANENT
25'
4' BUFFER ZONE
CONSTRUCTION ZONE
LANE
12'
50'
R
.
O
.
W.
R
.
O
.
W.
50'
LANE
12'
LC PROP. SENS ROAD
C EXIST. SENS ROADL
0' TO 21.5'
VARIES
0' TO 12'
VARIES
TRUNKLINE
STORM SEWER
AS REQ'D
INLET w/LEADS
STORM SEWER
LEADS AS REQ'D
STORM SEWER
NJD
6'
INLET AS REQ'D
STORM SEWER
PAVEMENT)
(MATCH NEWLY CONSTRUCTED
ASPHALT DETOUR PAVEMENT
BEGIN TEMPORARY
STA. 96+91, 22' LT.
CONCRETE BARRIER
LOW PROFILE
248
Y
Y
10' MIN. LANE
10' MIN. LANE
Z
@ 35' C-C
DRUMS w/VP-1R
SCALE:1"=10'H, 1"=5'V
FROM PREVIOUS SHEET
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
Z
2 STRIPES
C PROP. SENS ROADL
TO BEGINNING PHASE 2 STEPS A, B OR C CONSTRUCTION.
DURING OFF-PEAK HOURS WITH OFFICER PRIOR
CONSTRUCT STORM SEWER CROSSING SIDE STREET
NOTES:
4. FOR PLUGGING DETAILS REFER TO "MISCELLANEOUS SEWER DETAILS".
SEQUENCE FOR MISCELLANEOUS DRIVES".
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGN LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
PLUG RCP
SHEET 3 OF 3
M
A
TC
H
L
IN
E
S
TA.
9
6
+
9
6
.
7
6
G 8" WIDE SOLID WHITE STRIPE (REMOV)
24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
CW1-7
(48x24)
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
N
:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
3
:18
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
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:
10
0
p
e
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F
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:
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\
H
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1
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3/16/2015
TOMMY CROMER
97594
MAR 2015
268
W
W
T
24
"
RC
P
24
"
RC
P
36" RCP
FENCE
6'
CHA
IN
LINK
PUMP
HSE.
VE
NT
NORTH "D" STREET
4' BARB WIRE FENCE
4'
BARE
WI
RE
FENCE
4'
HOG
G
WI
RE
F
ENCE
TOP=
2
1
.
26'
DITCH FL
DI
T
CH
FL
DI
TCH
F
L
15" SAN SWR
SA
N S
WR
15"SBC
MH
DI
RT
DRWY
PP
MHSAN
MH
SAN
TOP=
2
1
.19
'
FL(
1
2
"
PI
PE NW.
)
=7
.89
'
TOP=
2
1.
49'
FL(
1
2
"
PI
PE
NE.
)
=8
.
07
'
FL(
12"
PI
PE
S.
)
=
8.
11'
TOP=
19.
7
7'
TT
HEDG
E
HEDGE
ROOF
CON
C.
FH WMPP
GUARD FENCE
GUA
RD
FENCE
6' CHAIN LINK FENCE
GAS
PUMP
TAN
K
ABOVE
GROU
ND
W/C RAMP
30" RCP
GUY
PP
TPED
TP
ED
3
6"
RC
P
SIGN
DRWY
GRAV
EL
ASPHALT PAVING
WOOD
FENCE
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
OE
TB
DI
TCH
F
L
TB
EP EP TB
DI
TCH
FL
TB
OE
10011
WV
10
"
PALM
8" WATER LINE
CENTERPOINT ENERGY 2" IP PLA GAS LINE
7
2
+
0
0
P
I
7
3
+
0
0
7
4
+
0
0
2+00 1+00 0+00
W
W
T
24"
RC
P
24
"
RCP
36" RCP
FENCE
6'
CHA
IN
LINK
PUMP
HSE.
VENT
NORTH "D" STREET
4' BARB WIRE FENCE
4'
BARE
WI
RE
FENCE
4
'
HO
G
G
WI
RE
F
ENCE
TOP=
2
1
.26
'
DITCH FL
DI
TCH
FL
DITCH
FL
15" SAN SWR
SAN S
WR
15"SBC
MH
DI
RT
DRWY
PP
MHSAN
MHSAN
TOP=
21
.
19
'
FL(
12
"
PI
PE
NW.
)
=7
.
89'
TOP=
2
1
.49'
FL(
12
"
PI
PE
NE.
)
=8.
07
'
FL(
12
"
PI
P
E
S.
)
=8
.11'
TOP
=
19
.
7
7
'
TT
HEDGE
HEDGE
ROO
F
CONC.
FH WMPP
GUARD FENCE
GAS
PUMP
TANK
ABOVE
GROU
N
D
30" RCP
GUY
PP
TPED
TPED
3
6
"
RC
P
S
IGN
DRWY
GRAVEL
ASPHALT PAVING
WOO
D
FENCE
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
OE
T
B
DITCH
FL
TB
E
P EP
TB
DI
TCH
FL
TB
OE
10011
WV
1
0
"PALM
8" WATER LINE
CENTERPOINT ENERGY 2" IP PLA GAS LINE
7
2
+
0
0
P
I
7
3
+
0
0
7
4
+
0
0
2+00 1+00 0+00
PHASE 2, STEP A & B
TRAFFIC CONTROL PLAN
R.O.W.
R.O.W.
R
.O
.W.
NORTH "D" STREET
S
E
N
S
R
O
A
D
IN PHASE 2
PREVIOUSLY CONSTRUCTED
IN PHASE 2
PREVIOUSLY CONSTRUCTED
160'
STEP 'A'
NORTH "D" STREET
S
E
N
S
R
O
A
D
R
.
O
.W.
R.O.W.
R.O.W.
IN PHASE 2
PREVIOUSLY CONSTRUCTED
STEP 'B'
IN PHASE 2
PREVIOUSLY CONSTRUCTED
L
LB STA. 0+00 NORTH "C" ST.
C STA. 68+65.74 SENS ROAD=
PREVIOUS PHASE 2
SENS ROAD TO REMAIN FROM
TEMPORARY MARKINGS ALONG
PREVIOUS PHASE 2
SENS ROAD TO REMAIN FROM
TEMPORARY MARKINGS ALONG
A
10' LANE
10' LANE
TYPE "A" FLASHING LIGHT
TYPE III BARRICADE w/
C
120'120'
DRUMS @ 10' C-C
END PROP. PERMANENT CONSTRUCTION
STA. -1+50, 0' LT. & 36.2' RT.
BEGIN PROP. PERMANENT CONSTRUCTION
STA. -0+06
1"=40'
NJD
NOTES:
END PROP. TEMPORARY MARKINGS
(MATCH EXISTING PAVEMENT)
DETOUR PAVEMENT TRANSITION
END TEMPORARY ASPHALT
STA. -2+70, 11.3' LT.
DETOUR PAVEMENT TRANSITION
BEGIN 120' TEMPORARY ASPHALT
STA. -1+50, 24' LT.
(MATCH EXIST. ASPHALT PAVEMENT)
BEGIN TEMPOROARY ASPHALT DETOUR PAVEMENT
STA. -0+31, 24' LT.
(MATCH EXISTING PAVEMENT)
PAVEMENT TRANSITION
END TEMPORARY ASPHALT DETOUR
STA. -2+70, 11.3' RT.
DETOUR PAVEMENT TRANSITION
BEGIN 120' TEMPORARY ASPHALT
P.I. STA. -1+50, 24' RT.
IN STEP A
PREVIOUSLY CONSTRUCTED
DETOUR PAVEMENT
(MATCH PROP. PERMANENT PAVEMENT)
BEGIN TEMPORARY ASPHALT DETOUR PAVEMENT
STA. -0+49.75, 24' RT.
249
PAVEMENT
w/PERMANENT
PAVEMENT
ASPHALT
TEMPORARY
MATCH
A
A
DRUMS @ 35' C-C
VP-1R
B
B
A
CW1-8L
@ 35' C-C
w/CHEVRON
DRUMS
C
Y
Z
Y
Z
Y
Z
Y
Z
B
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F 24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
B 2 STRIPES
2 STRIPES
10' C-C
DRUMS @
SIGNS LOCATION.
3. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
2. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
FOR TRAFFIC CONTROL INSTALLATIONS AND OPERATION.
"TYPICAL FLAGGING OR MOVING OPERATION" DETAILS
PAVEMENT WILL REQUIRE ONE LANE CLOSURE. SEE
1. CONSTRUCTION OF PROPOSED TEMPORARY DETOUR
C
39
SHEET NUMBER
SECTION CALLOUT
PROP. C SENS ROADL
C PROP. NORTH "D" STREETL
C PROP. NORTH "D" STREETL LPROP. C SENS ROAD
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
END
ROAD WORK
G20-2a
(36x18)
END
ROAD WORK
G20-2a
(36x18)
CW1-4L
(36x36)
ROAD
CLOSED
R11-2
(48x30)
CW1-4L
(36x36)
R1-1
(30x30)
NORTH D STREET
205
205
205
205
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
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:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
4
:2
3
:3
7
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
e
n
t
F
I
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E
:
\
\
H
o
u
f
i
l
e
\
b
b
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T
r
a
n
s
\
1
0
2
3
0
1
\
2
0
1
3
0
3
2
9
_
S
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D
r
a
i
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a
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e
R
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s
i
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3/16/2015
TOMMY CROMER
97594
MAR 2015
268
W
W
T
24"
RC
P
24"
RC
P
36" RCP
FENCE
6'
CHA
IN
LINK
PUMP
HSE.
VENT
NORTH "D" STREET
4' BARB WIRE FENCE
4'
BARE
WI
RE
FENCE
4
'
HO
G
G
WI
RE
FENCE
TOP=
21
.
26
'
DITCH FL
DI
TCH
FL
DI
TCH
FL
15" SAN SWR
SA
N S
WR
15"SBC
MH
DI
RT
DRWY
P
P
MH
SAN
MHSAN
TOP=
21
.
19
'
FL(
12
"
PI
PE
NW.
)
=7.
8
9'
TOP=
2
1
.49'
FL(
12
"
PI
PE
NE.
)
=8.
0
7
'
FL(
1
2
"
PI
PE S.
)
=8
.
11'
TOP=
19.
7
7
'
TT
HEDG
E
HEDGE
ROO
F
CONC.
FH WMPP
GUARD FENCE
GU
ARD
F
E
NCE
6' CHAIN LINK FENCE
GA
S
PUMP
TANK
ABOVE
GROUND
W/C RAMP
30" RCP
GUY
PP
TPED
TPED
3
6
"
RC
P
SI
GN
DRWY
GRAVEL
ASPHALT PAVING
WOO
D
FENCE
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
OE
T
B
DI
TCH
FL
TB
EP EP
TB
DI
TCH
FL
TB
OE
10011
WV
1
0
"PALM
8" WATER LINE
CENTERPOINT ENERGY 2" IP PLA GAS LINE
7
2
+
0
0
P
I
7
3
+
0
0
7
4
+
0
0
2+00 1+00 0+00
NORTH "D" STREET
S
E
N
S
R
O
A
D
R
.
O
.W
.
R.O.W.
R.O.W.
STEP 'C'
L
LB STA. 0+00 NORTH "C" ST.
C STA. 68+65.74 SENS ROAD=
TYPE "A" FLASHING LIGHT
TYPE III BARRICADE w/
A
DRUMS @ 10' C-C
BEGIN PROP. PERMANENT CONSTRUCTION
STA. -0+06
1"=40'
NJD
10' LANE
10' LANE
END PROP. PERMANENT CONSTRUCTION
STA. -1+51, 42.5' LT. & 0' RT.
END PROP. TEMPORARY MARKINGS
C
DRUMS @ 35' C-C
CONSTRUCTED IN STEP B
DETOUR PAVEMENT PREVIOUSLY
250
C
C
120'120'
LC NORTH "D" STREET
CONSTRUCTION ZONE
(WHERE REQUIRED)
TEMPORARY SWALE
R
.
O.
W.
SECTION C-C
SCALE:1"=10'H, 1"=5'V
4'
BUFFER
12.4' TO 20'
VARIES
R
.
O.
W.
SECTION B-B
LC NORTH "D" STREET
CONSTRUCTION ZONE
(WHERE REQUIRED)
TEMPORARY SWALE
R
.
O
.
W.
4'
BUFFER
24.5' TO 0'
VARIES
R
.
O
.
W.
SECTION A-A
(WIDTH VARIES-0' TO 24')
ASPHALT DETOUR PAVEMENT
PROP. TEMPORARY
LC NORTH "D" STREET
10' LANE
EXIST.
10' LANE
EXIST.
CONSTRUCTION ZONE
(WHERE REQUIRED)
TEMPORARY SWALE
R
.
O
.
W.
4'
BUFFER
24.5' TO 0'
VARIES
R
.
O
.
W.
10' LANE 10' LANE
PROP. PAVEMENT
PROP. PAVEMENT
B
A
A
(WIDTH VARIES-0' TO 24')
DETOUR PAVEMENT
PROP. TEMPORARY ASPHALT
PROP. PAVEMENT
A A
B
A
A
B
Y
Z
Z
Y
10' LANE
10' LANE
VP-1R
DRUMS WITH
VP-1R
WITH
DRUMS
VP-1R
DRUMS WITH
VP-1R
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F 24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
B 2 STRIPES
SCALE:1"=10'H, 1"=5'V
FROM PREVIOUS SHEET
SCALE:1"=10'H, 1"=5'V
FROM PREVIOUS SHEET
PHASE 2, STEP C
TRAFFIC CONTROL PLAN
L
L
PROP. C SENS ROAD
C PROP. NORTH "D" STREET
NOTES:
SEQUENCE FOR MISCELLANEOUS DRIVES"
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGN LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
NORTH D STREET
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
PREVIOUS STEP B
TO REMAIN FROM
CW1-4R
(36x36)
PREVIOUS STEP B
SAME LOCATION FROM
END
ROAD WORK
G20-2a
(36x18)
PREVIOUS STEP B
TO REMAIN FROM
ROAD
CLOSED
R11-2
(48x30)
CW1-4R
(36x36)
R1-1
(30x30)ROAD
CLOSED
R11-2
(48x30)
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
N
:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
4
:2
3
:3
9
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
e
n
t
F
I
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E
:
\
\
H
o
u
f
i
l
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\
b
b
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1
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3
0
1
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1
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a
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a
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TOMMY CROMER
97594
MAR 2015
268
24
"
RC
P
30"
P
ECAN
DBL
SI
GN
6'
WOO
D
FENCE GRASS
DI
TCH
FL
1•
"
I
P
STL
GA
S
LI
NE
CENT
E
RPOI
NT
ENERGY
10
"
S
AN
SWR
2
-
STORY
BLDG
.
2-
S
TORY
HO
USE
30
"
PECAN
ASP
H.
PARKI
NG
LOT
GAS LINE
BOLL
ARDS
P
P
P
P
DBL
S
IGN
GU
Y
GUY
BOLLARD
WM
GRASS
PP
PP
PP
WV
WV
PP
WV
FH
DI
24
"
RC
P
HEDG
E
6'
CHA
IN
LI
NK
FENCE
6' CHAIN LINK FENCE
GAS LINE
24
P
ECAN
SI
GN
GRASS
BOLLARD
ASP
H.
PARKI
NG
LOT
DITCH FL
BOLL
ARD
30"
RCP
3
0
"
RC
P
36
"
RC
P
36" RCP
BOLLARD
SI
GN
DBL
ASPHA
LT
PAVI
NG
X
X X X
EP TB
DI
TCH
FL
TB
TB
TB
TB TB EP EP
TB
DITCH FL
TBEP
EP
TB
DITCH FL
TB
ASPHALT PAVING
MHW
WW
60
"
RC
P
GI
CON
CR
ET
E
FH S
IGN
STOP
8" WATER LINE
8" WATER LINE
8"
WATE
R
LI
NE
8"
WATE
R
LI
NE
BORE
B-9
9
1
+
0
0 P
I
9
2
+
0
0
9
3
+
0
0
0+002+00 1+00
24
"
RC
P
30
"
P
E
CAN
DBL
SI
GN
6'
WOO
D
FENCE GRASS
DI
TCH
FL
1•
"
IP
STL
GA
S
LI
NE
CENTE
RPOI
NT
ENERGY
10
"
SAN
SWR
2
-
S
TORY
BL
DG
.
2-
STORY
HO
U
S
E
30
"
PECAN
ASP
H.
PARKI
NG
LOT
GAS LINE
BOLL
ARDS
PP
PP
DBL
SI
GN
GUY GU
Y
BOLLARD
WM
GRASS
PP
P
P
PP
WV
WV
PP
WV
F
H
DI
2
4
"
RC
P
HEDGE
6'
CHA
I
N
LI
NK
FENCE
6' CHAIN LINK FENCE
GAS LINE
24
PECAN
SIGN
GRASS
BOLLARD
ASPH.
P
ARKI
NG
LOT
DITCH FL
BOLLARD
30"
RCP
3
0
"
RCP
36"
RC
P
36" RCP
BOLLARD
SI
GN
DBL
ASPHA
LT
PAVI
NG
X
X X X
EP TB
DI
TCH
F
L
TB
TB
TB
TB T
B EP E
P
TB
DITCH FL
TBEP
EP
TB
DITCH FL
TB
ASPHALT PAVING
MHW
WW
6
0
"
RC
P
GI
CON
CR
ET
E
FH SI
GN
STOP
8" WATER LINE
8" WATER LINE
8"
WATE
R
LI
NE
8"
WAT
E
R
LI
NE
BORE
B-
9
9
1
+
0
0
P
I
9
2
+
0
0
9
3
+
0
0
0+002+00 1+00
PHASE 2, STEP A & B
TRAFFIC CONTROL PLAN
R.O.W.
R.O.W.
R
.O
.W.
NORTH "H" STREET
S
E
N
S
R
O
A
D
IN PHASE 2
PREVIOUSLY CONSTRUCTED
160'
STEP 'A'
NORTH "H" STREET
S
E
N
S
R
O
A
D
R
.
O
.W.
R.O.W.
R.O.W.
IN PHASE 2
PREVIOUSLY CONSTRUCTED
STEP 'B'
(SEE NOTES 1 & 2 THIS SHEET)
IN PHASE 2
PREVIOUSLY CONSTRUCTED
L
LB STA. 0+00 NORTH "H" ST.
C STA. 92+12.18 SENS ROAD=
PREVIOUS PHASE 2
SENS ROAD TO REMAIN FROM
TEMPORARY MARKINGS ALONG
PREVIOUS PHASE 2
SENS ROAD TO REMAIN FROM
TEMPORARY MARKINGS ALONG
A
10' LANE
10' LANE
C
120'120'
END PROP. PERMANENT CONSTRUCTION
STA. -1+57, 0' LT. & 43.2' RT.
BEGIN PROP. PERMANENT CONSTRUCTION
STA. -0+06
1"=40'
NJD
NOTES:
END PROP. TEMPORARY MARKINGS
(MATCH EXIST. ASPHALT PAVEMENT)
DETOUR PAVEMENT
BEGIN 30'R. TEMPOROARY ASPHALT
STA. -0+13, 30.75' LT.
PAVEMENT TRANSITION
BEGIN 120' TEMPORARY ASPHALT DETOUR
STA. -1+57, 24' LT.
(MATCH EXISTING PAVEMENT)
PAVEMENT TRANSITION
END TEMPORARY ASPHALT DETOUR
STA. -2+77, 12' LT.
(MATCH EXISTING PAVEMENT)
PAVEMENT TRANSITION
END TEMPORARY ASPHALT DETOUR
STA. -2+77, 11.5' RT.
DETOUR PAVEMENT TRANSITION
BEGIN 120' TEMPORARY ASPHALT
P.I. STA. -1+57, 24' RT.
(MATCH PROP. PERMANENT PAVEMENT)
BEGIN TEMPORARY ASPHALT DETOUR PAVEMENT
STA. -0+54.4, 24' RT.
IN STEP A
PREVIOUSLY CONSTRUCTED
DETOUR PAVEMENT
251
PAVEMENT
w/PERMANENT
PAVEMENT
ASPHALT
TEMPORARY
MATCH
C
10' MIN. LANE
10' MIN. LANE
C-C
@ 35'
DRUMS
VP-1R
C-C
@ 35'
DRUMS
VP-1R
DRUMS @ 10' C-C
Y
Z
Y
Z
Y
Z
Y
Z
A
A
A
B
B
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F 24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
B
2 STRIPES
B 2 STRIPES
C
39
SHEET NUMBER
SECTION CALLOUT
LL
L
L
PROP. C SENS ROAD
C PROP. NORTH "H" STREET
C PROP. NORTH "H" STREET
PROP. C SENS ROAD
SIGNS LOCATION.
3. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
2. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
FOR TRAFFIC CONTROL INSTALLATIONS AND OPERATION.
"TYPICAL FLAGGING OR MOVING OPERATION" DETAILS
PAVEMENT WILL REQUIRE ONE LANE CLOSURE. SEE
1. CONSTRUCTION OF PROPOSED TEMPORARY DETOUR
NORTH H STREET
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
END
ROAD WORK
G20-2a
(36x18)
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
END
ROAD WORK
G20-2a
(36x18)
TYPE "A" FLASHING LIGHT
TYPE III BARRICADE w/
TYPE "A" FLASHING LIGHT
TYPE III BARRICADE w/
CW1-4L
(36x36)
CW1-4L
(36x36)
R1-1
(30x30)
@ 10' C-C
DRUMS
207
207
207
207
ROAD
CLOSED
R11-2
(48x30)
IN PHASE 2
PREVIOUSLY CONSTRUCTED
ROAD
CLOSED
R11-2
(48x30)
R1-1
(30x30)
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
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P
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D
A
P
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0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
4
:2
3
:4
1
P
M
MCK
CAD
O
P
:
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AT
US
:
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10
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1
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2
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1
3
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2
9
_
S
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n
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a
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e
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A
B
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3/16/2015
TOMMY CROMER
97594
MAR 2015
268
24"
RCP
30
"
PECAN
DBL
S
I
GN
6'
WOO
D
FENCE GRASS
DI
TCH
FL
1•
"
I
P
STL
GAS
LINE
CENTERPOI
NT
ENERGY
10
"
S
AN
SWR
2
-
STORY
BLDG.
2-
S
T
ORY
HO
USE
30
"
PECAN
ASP
H.
PARKI
NG
LOT
GAS LINE
BOLLARDS
P
P
P
P
DBL
SIGN
GU
Y
GU
Y
BOLL
ARD
WM
GRASS
PP
PP
PP
WV
WV
PP
WV
FH
DI
24
"
RCP
HEDG
E
6'
CHAIN
LI
NK
FENCE
6' CHAIN LINK FENCE
GAS LINE
24
PECAN
SI
GN
GRASS
BOLLARD
ASP
H.
PARKI
NG
LOT
DITCH FL
BOLLARD
30
"
RC
P
3
0"
RC
P
36
"
RC
P
36" RCP
BOLLARD
S
IGN
DBL
ASP
HA
LT
PAV
I
NG
X
X X X
EP TB
DI
TCH
FL
TB
TB
TB
TB TB EP EP
TB
DITCH FL
TBEP
EP
TB
DITCH FL
TB
ASPHALT PAVING
MHW
WW
60"
RC
P
GI
CONCRETE
FH S
IGN
STOP
8" WATER LINE
8" WATER LINE
8"
WATE
R
LI
NE
8"
WATE
R
LI
NE
BORE
B-9
9
1
+
0
0
P
I
9
2
+
0
0
9
3
+
0
0
0+002+00 1+00
NORTH "H" STREET
S
E
N
S
R
O
A
D
R
.O
.W.
R.O.W.
R.O.W.
IN PHASE 2
PREVIOUSLY CONSTRUCTED
STEP 'C'
IN PHASE 2
PREVIOUSLY CONSTRUCTED
L
LB STA. 0+00 NORTH "C" ST.
C STA. 68+65.74 SENS ROAD=
PREVIOUS PHASE 2
SENS ROAD TO REMAIN FROM
TEMPORARY MARKINGS ALONG
A
CDRUMS @ 10' C-C
BEGIN PROP. PERMANENT CONSTRUCTION
STA. -0+06
1"=40'
NJD
PHASE 2, STEP C
TRAFFIC CONTROL PLAN
END PROP. TEMPORARY MARKINGS
END PROP. PERMANENT CONSTRUCTION
STA. -1+57, 41' LT. & 0' RT.
10' LANE
10' LANE
DRUMS @ 35' C-C
CONSTRUCTED IN STEP B
DETOUR PAVEMENT PREVIOUSLY
252
LC NORTH "H" STREET
CONSTRUCTION ZONE
(WHERE REQUIRED)
TEMPORARY SWALE
R
.
O
.
W.
SECTION C-C
SCALE:1"=10'H, 1"=5'V
4'
BUFFER
12.4' TO 20'
VARIES
R
.
O
.
W.
SECTION B-B
LC NORTH "H" STREET
CONSTRUCTION ZONE
(WHERE REQUIRED)
TEMPORARY SWALE
R
.
O
.
W.
4'
BUFFER
24.5' TO 0'
VARIES
R
.
O
.
W.
SECTION A-A
(WIDTH VARIES-0' TO 24')
ASPHALT DETOUR PAVEMENT
PROP. TEMPORARY
LC NORTH "H" STREET
CONSTRUCTION ZONE
(WHERE REQUIRED)
TEMPORARY SWALE
R
.
O
.
W.
4'
BUFFER
24.5' TO 0'
VARIES
R
.
O
.
W.
10' LANE 10' LANE
PROP. PAVEMENT
PROP. PAVEMENT
B
A
(WIDTH VARIES-0' TO 24')
DETOUR PAVEMENT
PROP. TEMPORARY ASPHALT
PROP. PAVEMENT
A A
B
A
A
B
VP-1R
DRUMS WITH
VP-1R
WITH
DRUMS
VP-1R
DRUMS WITH
Y
Z
Y
Z
10' LANE
10' LANE
10' LANE
10' LANE
VP-1R
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F 24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
SCALE:1"=10'H, 1"=5'V
FROM PREVIOUS SHEET
SCALE:1"=10'H, 1"=5'V
FROM PREVIOUS SHEET
B 2 STRIPES
L
LC PROP. NORTH "H" STREET
PROP. C SENS ROAD
NOTES:
SEQUENCE FOR MISCELLANEOUS DRIVES"
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGN LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
NORTH H STREET
END
ROAD WORK
G20-2a
(36x18)
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
TYPE "A" FLASHING LIGHT
TYPE III BARRICADE w/
TYPE "A" FLASHING LIGHT
TYPE III BARRICADE w/
ROAD
CLOSED
R11-2
(48x30)
PREVIOUS STEP B
TO REMAIN FROM
PREVIOUS STEP B
TO REMAIN FROM
CW1-4R
(36x36)
CW1-4R
(36x36)
R1-1
(30x30)
PREVIOUS STEP B
TO REMAIN FROM
ROAD
CLOSED
R11-2
(48x30)
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
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:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
4
:2
3
:4
2
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
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:
10
0
p
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TOMMY CROMER
97594
MAR 2015
268
T
W
T
PPPPGUY
LP
24" OAK
CONC. PAVING
SIDE WALK
FH
WMLPSIGN
BOLLARD
CONC BASE
TPED
LP
SIDE WALK
W/C RAMP
BARB
WI
RE
FENCE
•" PL GAS LINE
CENTERPOINT ENERGY
12" WATER LINE 12" WATER LINE
SBC 12-4" "C" PVCSBC 12-4" "C" PVC
1
5
"
SAN
S
WR
BORE-B2
SBC MH
STAND
MAIL BOX
CONC. PAVING
LP
DBL SIGN
12" OAK
8" OAK
DI
SIGN
SIGN
DBL SIGN
DBL
10" OAK
4" TREE
PP
POLE
FLAG
TREE
4"
24" RCP
SIGN
DI
SAN MH
12" WATER LINE
TOP= 20.24'
FL(10" PVC NE.)=13.12'FL(12" PVC E.)=11.66'
TOP= 22.70'
FL(12" PVC W.)=18.86'FL(12" PVC E.)=18.86'
TOP= 22.16'
DITCH FL
BARBWIRE FENCE
DITCH FL
10'x4' RCB
24"
RC
P
24
"
RC
P
STORM MH
INLET
INLET
24" RCP
INLET
STORM MH24" RCP
24" RCP
24" RCP SBC 12-4" "C" PVC
OVERHEAD ELECTRICAL
CONC. PARKINGCONC. PARKING
INLET
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE
OE
OE
OE
24"
18"
24"RCP
48"
36"
24"
15" RCP
24" RCP
24"RCP
1
0
'
x
4
'
RCB
OE
OE OE
OEOE
OE
OE
OE
OEOEOE
3613
21.10
30
0
2
19.06
30
0
6
19.05
S
BC
2-
4
"
G.
I
.
P.
SBC 12
-4" "C" PVC
SBC 18-4" "C" PVC
"
C
"
P
VC
EXI
ST.
14"
MCU
4" IP STL GAS LINE
CENTERPOINT ENERGY
4" IP STL GAS LINE
CENTERPOINT ENERGY
12
"
PVC
ENTEX PL
ENTEX PL
6" SANITARY FORCE MAIN
12" WATER LINE
10
'
x
4
'
RCB
1
0
'
x4
'
RCB
1
2
"
S
AN
I
TARY
54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+0053+00
T
TT
4' BARE WIRE FENCE
4' HOGG WIRE FENCE
4'
HO
G
G
WI
RE
FENCE
4' WOOD FENCE
NO
RTH
"
C"
STRE
E
T
WV
WV
SIGN
PP
PP
GUY
24" RCP24" RCP
CONC.PPGUY
HEDG
E
PLANTER
CONC. PAVING
FLAG POLE
24" RCP24" RCP
CONC. PAVING
CONC. PAVING
DI
WMTPED
FH
GRASS
PP
BLDG
WAREHOUSE
2-STORY
DITCH FL
DITCH FLDITCH FL
DITCH FL
DI
TCH
FL
DI
TCH
FL
DITCH FLDITCH FL
DITCH FL
BORE-B-3
BORE B-4
PP PP
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE
SBC 12-4" "C" PVC
12" WATER LINE
SBC 12-4" "C" PVC
8
"
WATE
R
LI
NE
SBC MH
HEDGE
SIDE WALK
W/C RAMP
SIDE WALK
MYRTLE
CREPT
6"
HEDGE
CONC. PAVING
HEDGE
DITCH FL
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE
SBC 12-4" "C" PVC
CENTERPOINT ENERGY 4" IP STL GAS LINE
12" WATER LINE
SBC 12-4" "C" PVC
OVERHEAD ELECTRIC
CONCRETE PAVING
TOP= 17.71'FL(24" PIPE N.)=15.31'FL(24" PIPE S.)=15.31'
TOP= 20.48'
TOP= 20.41'
CENTERPOINT ENERGY 4" IP STL GAS LINE
(ABANDONED)
6" SANITARY FORCE MAIN 6" SANITARY FORCE MAIN
65+00 66+00 67+00 68+00 69+00 70+00
PI 71+00
72+00
PI
0
+
0
0
1
+
0
0
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
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:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
3
:4
5
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
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:
10
0
p
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r
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n
t
F
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:
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\
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f
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b
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1
0
2
3
0
1
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2
0
1
3
0
3
2
9
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S
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D
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a
i
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a
g
e
R
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v
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s
\
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3
_
0
1
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3
/
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/
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3/16/2015
TOMMY CROMER
97594
MAR 2015
268
M
A
T
C
H
L
IN
E
S
T
A
.
6
4
+
5
0
M
AT
C
H
L
IN
E
S
T
A.
6
4
+
5
0
M
ATC
H
L
IN
E
S
TA.
7
2
+
5
0
PHASE 3
TRAFFIC CONTROL PLAN
1"=40'
50'
LC PROP. SENS ROAD
CONSTRUCTION ZONE
R
.
O
.
W.
R
.
O
.
W.
SECTION A-A
SCALE:1"=10'H, 1"=5'V
A
A
A
A
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
N
O
R
T
H
"C
"
S
T
R
E
E
T
S
P
E
N
C
E
R
H
IG
H
W
A
Y
CL PROP. SENS ROAD
A
B
4' BUFFER ZONE
A
A
B
B A
6' LT. & 6.6' RT.
P.I. STA. 59+50
NJD
BEGIN PROP. PERMANENT CONSTRUCTION
STA. 57+83.26, 10' & 60.5' RT.
IN PHASE 2
PREVIOUSLY CONSTRUCTED
STORM SEWER
CONSTRUCTED
PREVIOUSLY
PAVEMENT
PERMANENT
@ 70' C-C
DRUMS w/VP-1L
2 LANES @ 10.5'
21'
50'
6'
PAVEMENT CONSTRUCTION
PROP. PERMANENT
37'
INLET AS REQ'D
STORM SEWER
20.5' TO 19'
VARIES
LEADS AS REQ'D
STORM SEWER
DRUMS @ 10' C-C
257
VP-1R
DRUM WITH
VERTICAL PANELS
@ 70' C-C
DRUMS WITH
@ 35' C-C
10' MIN. LANE
10' MIN. LANE
10' MIN. LANE
10' MIN. LANE
10' MIN. LANE
10' MIN. LANE
@ 70' C-C
CHEVRON (CW1-8L)
NOTES:
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
3160' R.
2 STRIPES
RIGHT
LANE
CLOSED
CW20-5R
(48x48)
CW1-4L
(36x36)
2 STRIPES
C
ROAD
CLOSED
R11-2
(48x30)TYPE III BARRICADE)
(MOUNTED ON VP-1L
DRUM WITH
VERTICAL PANELS
@ 40' C-C
C PROP. SENS ROADL
FOR INTERSECTION SEQUENCING
SEE "TRAFFIC CONTROL PLAN PHASE 3, STEP A, B & C"
ROAD
NARROWS
CW5-1
(36x36)
CW6-3
(36x36)
CW6-1
(36x36)
SEQUENCE FOR MISCELLANEOUS DRIVES"
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGN LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
SHEET 1 OF 3
G
TAPER
MIN 320'
ARROW (REMOV)
WORK ZONE
WORD (REMOV)
WORK ZONE
240'
B
(24x30)
R4-7b
G
H
4" WIDE BROKEN WHITE STRIPE (REMOV)
8" WIDE SOLID WHITE STRIPE (REMOV)
24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
H
RIGHT
LANE
CLOSED
CW20-5R
(48x48)
AHEAD CW16-9P
(24x18)
CW1-7
(48x24)
W
W
T
24" RCP
24" RCP
36
"
RC
P
FENCE
6' CHAIN LINK
PUMP HSE.
VENT
NORTH
"
D"
STREE
T
4
'
BARB
WI
RE
F
E
NCE
TOP= 21.26'
DI
TCH
FL
15
"
S
AN
SWR
SAN SWR15"
SBC MH
DIRT DRWY
PP
MH
SAN
MH
SAN
TOP= 21.19'
FL(12" PIPE NW.)=7.89'
TOP= 21.49'FL(12" PIPE NE.)=8.07'FL(12" PIPE S.)=8.11'
TOP= 19.77'
TT
WOOD FENCE
OVERHEAD ELECTRIC
6
'
CHA
I
N
LI
NK
F
ENCE
6' CHAIN LINK FENCE
EDG
E
CONC.
CONC. PAVING
FENCE
6' CHAIN LINK
48" RCP
HEDGE
HEDG
E
ROOF
CONC.
CONC.
FH
WM
PP
GUA
RD
FENCE
GUARD FENCE
6
'
CHA
I
N
LI
NK
F
ENCE
GAS PUMP
TANK
ABOVE GROUND
RAMP
3
0
"
RC
P
GUY
PP TPED
TPED
PP
36" RCP
SIGN
DRWY
GRAVEL
ASPHALT PAVING
ASPHA
LT
PAV
I
NG
WOOD FENCE
DI
T
CH
FL
TB EP
EP TB
DI
TCH
FL
TB
OE
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
OE
10
0
1
1
WV
2"CREPE MYRTLE
CO
CO
WW
48" RCP
CONC.
MHW
10"PALM
T
T
HEADWALL
GUARD FENCE
SIGN
GUARD FENCE
WOO
D
LI
NE
WM
MB
PP
PP
PP
PP
24" RCP
GAS LINE
SIGN
CONC
WOOD FENCE
WOOD FENCE
WOOD FENCETPED
WOO
D
FENCE
DI
T
CH
FL
DITCH FL
PP
ASPHALT PAVING
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
TB
T
OP
BANK
DI
TCH
36" CEDAR
CONCRETE
SD
GI
2" CREPE MYRTLE
2" CREPE MYRTLE
2" CREPE MYRTLE
2" CREPE MYRTLE 2" CREPE MYRTLE
2" CREPE MYRTLE
CONCRETE
FOC SIGN
LIGHTLIGHT
SIGN
CO
SV
SCB
GI
48" RCP
30" PVC
MHS
PP
GA
S
LI
NE
PP
GVWM
W. FAUCET
10" HB
4' BRD. FNC
WOO
D
LI
NE
4
'
BR
D.
FNC.
HEADWALL
SIGN
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
WW
GUARD RAIL CONCRETE
MHW
T
12" WATER LINE12" WATER LINE12" WATER LINE12" WATER LINE
8
"
WATER
LI
NE
SBC 12-4" "C" PVC SBC 12-4" "C" PVC
SBC MH
TOP= 18.94'
SBC 12-4" "C" PVC
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTERPOI
NT
ENERGY
2"
I
P
PLA
GAS
LI
NE
BORE B-5
BORE B-6
BORE B-773+00 74+00 75+00 76+00 77+00 78+00
PI
79+00
80+00 81+00 82+00 83+00 84+00
PI
1
+
0
0
0
+
0
0
T
BOLLARD
DIRT DWY
PP
GV C/O
24" RCP24" RCP
ASPH
6' CHAIN LINK FENCE
1-STORY BLDG.
CONC.
PORCH
WM
ASPH
GA
S
L
I
NE
GA
S
LI
NE
GAS LINE
ASPH.
DRWY
24" OAK
60" RCP
GV
PP
MBMB
POST
4" HB4" HB
10" HB
10" CEDAR
4" CEDAR
14" MAG.
8" PALM
PALM
PECAN
PORCH
HEDGE
WOOD FENCE
24" RCP
4
'
BRD.
F
NC
4'
B
R
D.
F
N
C
8" ELM
12" ELM
DIRT DRWY
MB
18" HB
60" RCP
24" RCP
PP
PP
PP
PP
10" HB
ROA
D
GRAV
EL
S/T
P
I
PEL
I
NE
P
I
PEL
I
NE
PI
P
E
L
I
NE
FRAME HOUSE
1-STORY
HOUSE
FRAME
2-STORY
BLDG.
1-STORY
X
X
X X X
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
MYRTLES
CREPT
PIP
EL
I
NE
WW
WW
PLMK
PLMK
PLMK
GM
MHW
MHW
CO
CONCRETE
VENT
PLMK
CONCRETE
WM
5'
BARBED
WIRE
FENCE
T
T
HEDGE
6' CHAIN LINK FENCE
DBL SIGN
TPED PP
BOLARD
ASPH.
WM
W FAUCET
6' CHAIN LINK FENCE
24" RCP
DI
DI
TCH
FL
POST
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
TBTB
X
X X XX X X X X
TB
DITCH FL
TB
EP
EP
TB
DITCH FL
TB
WW
WW
8'CHAIN LINK FENCE
PLMK
WW
TB
DITCH FL
TB
60" RCP 60" RCP
GRAVEL
CONCRETEMHW
MHW
CONCRETE
24
"
PVC
12" PVC
GI
GI
GI
MHW
SV
SCB
SPEED LIMIT
NO THRU TRAFFIC
T
T
2" WATER LINE2" WATER LINE
8" WATER LINE
12" WATER LINE
SBC MH SBC 12-4" "C" PVC
SBC 12-4" "C" PVC
SBC MH
TOP= 17.92'
SBC 12-4" "C" PVC
CENTERPOINT ENERGY 4" IP STL GAS LINE
CENTERPOINT ENERGY 4" IP STL GAS LINE
8" WATER LINE
BORE B-8
84+00
PI
85+00 86+00 87+00 88+00 89+00PI 90+00
91+00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
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A
P
I
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2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
3
:4
7
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
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F
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:
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\
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f
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a
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TOMMY CROMER
97594
MAR 2015
268
M
AT
C
H
L
IN
E
S
T
A.
8
4
+
0
0
M
AT
C
H
L
IN
E
S
T
A.
8
4
+
0
0
M
A
TC
H
L
IN
E
S
TA
.
9
1
+
0
0
PHASE 3
TRAFFIC CONTROL PLAN
1"=40'
B
B
N
O
R
T
H
"
D
"
S
T
R
E
E
T
50'
LC PROP. SENS ROAD
R
.
O
.
W.
50'
SECTION B-B
SCALE:1"=10'H, 1"=5'V
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R
.
O
.
W.
A B
A
B
NJD
CONSTRUCTED
PREVIOUSLY
PAVEMENT
PERMANENT
2 LANES @ 10.5'
21'
4' BUFFER ZONE
CONSTRUCTION ZONE
6'
PAVEMENT CONSTRUCTION
PROP. PERMANENT
37'
IN PHASE 2
PREVIOUSLY CONSTRUCTED
STORM SEWER
INLET AS REQ'D
STORM SEWER
LEADS AS REQ'D
STORM SEWER
@ 70' C-C
DRUMS w/VP-1R
B A
19'
B
A
Y
O
U
L
IT
T
L
E
C
E
D
A
R
258
VP-1R
DRUM WITH
VERTICAL PANELS
@ 70' C-C
VP-1R
DRUM WITH
VERTICAL PANELS
@ 70' C-C
10' MIN. LANE
10' MIN. LANE
10' MIN. LANE
10' MIN. LANE
C
C
NOTES:
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
2 STRIPES
C
39 SHEET NUMBER
SECTION CALLOUT
2 STRIPES
C PROP. SENS ROADL
SEQUENCE FOR MISCELLANEOUS DRIVES"
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGN LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
C PROP. SENS ROADL
SHEET 2 OF 3
214
214
G 8" WIDE SOLID WHITE STRIPE (REMOV)
24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
CW1-7
(48x24)
W
T
T
WM
WM PP
MB
MB
GUY
CO 30" RCP
30" RCP
36" RCP
36" RCP
BOLARD BOLARD
TPED
GRASS
GRASS
GV
WM
SIGN
GV
LP
HEDGE
HEDG
E
HEDGE
30" PECAN
CONC
CONC
PP
15" PECAN
15" PECAN 24" PECAN
GV
C/O
CONC
CONC
GRASS
6" OAK
24" RCP
WM
24" RCP
GRASS
ASPH. PARKING LOT
24" RCP
C/O
24" RCP
30" PECAN
DBL SIGN
6' WOOD FENCE
GRASS
DITCH FL
DITCH FL
DITCH FL
DITCH FL
DITCH FL
SBC 12-4" "C" PVC
10" SAN SWR 10" SAN SWR
WV
PP
2-STORY BLDG.
2- STORY HOUSE
PORCH
BRICK SIDEWALK
PORCH
6' WOOD FENCE
CONC.
1-STORY BRICK
PORCH
SIDEWALK
HEDGE PP
HEDGE
MYRTLE
CREPT
6"
MYRTLE
CREPT
6"
TALLOW
6"
2-STORY BLDG.
SIDEWALKHEDGE
SBC MH
CENTERPOINT ENERGY 4" HP STL GAS LINE
SBC 12-4" "C" PVC
8" WATER LINE
10" SAN SWR
OVERHEAD ELECTRIC
TOP= 18.87'
FL(10" PIPE S.)=10.36'
FL(10" PIPE N.)=10.61'
TOP= 18.40'
4" HP STL GAS LINE
CENTERPOINT ENERGY
W
30"RCP
36"RCP
36"RCP30"RCP
30"RCP
DITCH FL
DI
TCH
F
L
GRAV
EL
DRI
VE
GRAV
EL
DRI
VE
ME
TAL
GU
A
RD
RAI
L
MET
AL
GU
A
RD
RAI
L
ASPHALT ASPHALT
MH
SAN
PP
PPWMWMGV
PP
CONC.
30" PECAN
ASPH. PARKING LOT
GA
S
LI
NEBOLLARDS
PPPP
DBL SIGN
GUY
GUY
BOLLARD
WM
GRASS
PP
PP
PP
WV
WV
PP
WV
FH
DI
24" RCP
6' CHAIN LINK FENCE
6'
CHAI
N
LI
NK
FENCE
GAS
LINE
24 PECAN
SIGN
GRASS
BOLLARD
DI
T
C
H
F
L
BOLLARD
30" RCP
30" RCP
36" RCP
36
"
RC
P
BOLLARD
SIGN
DBL
ASPHALT PAVING
X X
X
TB
TB
TB
TB
EP
EP
TB
DI
TCH
FL TB
EP
EP TB
DI
TCH
FL
TB
AS
P
HA
LT
P
AVI
NG
MHW
60" RCP
CONCRETE
FH
SIGN
STOP
8"
WATE
R
LI
NE
8"
WATE
R
LI
NE
8" WATER LINE
8" WATER LINE
BORE B-9
•
"PLA GA
S
LINE
CENTE
RPOI
NT ENERGY
36"RCP
36"RCP
ELECTRIC
OVERHEAD
8" WATER LINE
91+00
PI
92+00 93+00 94+00 95+00 96+00 97+000
+
0
0
1
+
0
0
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
N
:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
3
:4
8
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
E
:
10
0
p
e
r
c
e
n
t
F
I
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E
:
\
\
H
o
u
f
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b
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a
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s
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0
1
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a
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e
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/
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5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268PHASE 3
TRAFFIC CONTROL PLAN
1"=40'
M
A
TC
H
L
IN
E
S
TA
.
9
1
+
0
0
50'
LC PROP. SENS ROAD
R
.
O
.
W.
R
.
O
.
W.
50'
SECTION C-C
SCALE:1"=10'H, 1"=5'V
N
O
R
T
H
"H
"
S
T
R
E
E
T
C
C
R.O.W.
R.O.W.
A
B
NJD
4' BUFFER ZONE
CONSTRUCTION ZONE
6'
19'
2 LANES @ 10.5'
21'
PAVEMENT CONSTRUCTION
PROP. PERMANENT
37'
@ 70' C-C
DRUMS w/VP-1R
B A
CONSTRUCTED
PREVIOUSLY
PAVEMENT
PERMANENT
IN PHASE 2
CONSTRUCTED
PREVIOUSLY
STORM SEWER
DRUMS w/VP-1R @ 70' C-C
PROP. PERMANENT CONSTRUCTION
P.I. STA. 95+22, 6' LT. & 3' RT.
BEGIN TEMPORARY MARKINGS TRANSITION
STA. 95+22, 10' & 20.5' LT.
END TEMPORARY MARKINGS TRANSITION
STA. 96+78, 1' & 11.5' LT.
259
10' MIN. LANE
10' MIN. LANE
NOTES:
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
2 STRIPES
C
39 SHEET NUMBER
SECTION CALLOUT
C PROP. SENS ROADL
SEQUENCE FOR MISCELLANEOUS DRIVES"
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGN LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
M
AT
C
H
L
IN
E
S
T
A.
9
6
+
9
6
.
7
6
SHEET 3 OF 3
G 8" WIDE SOLID WHITE STRIPE (REMOV)
24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
CW1-7
(48x24)
4' HOGG WIRE FENCE
4'
WOO
D
FENCE
NORTH "C" STREET
WV
WV
S
IGN
PP
PP
GU
Y
24"
RC
P
2
4
"
RCP
CONC.
PP
6' CHAIN LINK FENCE
6
'
CHA
I
N
LI
NK
F
ENCE
OFF
ICE
BLDG
1-
S
TORY
BR
ICK
GRAS
S
DI
TCH
FL
DITCH FL
DITCH FL
DI
TCH
F
L
PP
SBC
1
2
-
4"
"
C"
PVC
8" WATER LINE
CONC.
P
AV
I
NG
CONCR
ETE
PAVI
NG
CENTE
RPOI
NT
ENERGY
4"
I
P
STL
GA
S
LI
NE
(
ABAN
D
O
N
ED)
6
"
SAN
I
TARY
FORC
E
MAI
N
6
8
+
0
0
6
9
+
0
0
7
0
+
0
0
P
I
0+00 1+00 2+00
4' HOGG WIRE FENCE
4
'
WOO
D
F
E
NCE
NORTH "C" STREET
WV
WV
S
I
GN
PP
PP
GU
Y
24"
RC
P
2
4
"
RC
P
CONC.
PP
HEDGE
6' CHAIN LINK FENCE
6
'
CHAI
N
LI
NK
F
E
NCE
OFF
ICE
BLDG
1-
STORY
BR
ICK
GRAS
S
DI
T
CH
FL
DITCH FL
DITCH FL
DI
TCH
F
L
PP
SBC
12
-
4"
"
C"
PVC
8" WATER LINE
HEDG
E
SI
DE
WALK
CONC.
PAV
I
NG
CONCR
ETE
PAV
I
NG
CENTE
RPOI
NT
ENERGY
4"
I
P
STL
GAS
LI
NE
(ABAN
D
O
N
ED)
6
"
SAN
I
TARY
FORCE
MAI
N
6
8
+
0
0
6
9
+
0
0
7
0
+
0
0
P
I
0+00 1+00 2+00
R
.O
.
W.
160'
STEP 'A'
NORTH "C" STREET
R.O.W.
R.O.W.
STEP 'B'
10' LANE
10' LANE
TYPE "A" FLASHING LIGHT
TYPE III BARRICADE w/
C
120'120'
BEGIN PROP. PERMANENT CONSTRUCTION
STA. -0+06
1"=40'
NJD
R.O.W.
R.O.W.
NORTH "C" STREET
(MATCH EXISTING PAVEMENT)
DETOUR PAVEMENT TRANSITION
END TEMPORARY ASPHALT
STA. 3+20, 11' LT.
R
.
O
.
W
.
S
E
N
S
R
O
A
D
S
E
N
S
R
O
A
D
L
LB STA. 0+00 NORTH "C" ST.
C STA. 68+65.74 SENS ROAD=
ADRUMS @ 35' C-C
TEMPORARY DRAINGE
CONTRACTOR TO MAINTAIN
PROP. TEMPORARY RCP JOINT
PAVEMENT)
(MATCH PROP. PERMANENT
DETOUR PAVEMENT
BEGIN TEMPORARY ASPHALT
STA. -0+48.6, 24.6' RT.
END PROP. PERMANENT CONSTRUCTION
STA. 2+00, 0.6' & 34.6' RT.
DETOUR PAVEMENT TRANSITION
BEGIN 120' TEMPORARY ASPHALT
P.I. STA. 2+00, 12.2' & 24.6' RT.
(MATCH EXISTING PAVEMENT)
PAVEMENT TRANSITION
END TEMPORARY ASPHALT DETOUR
STA. 3+20, 12' RT.
24" TEMPORARY RCP DRAIN
DRAINAGE DURING CONSTRUCTION. USING
CONTRACTOR TO MAINTAIN TEMPORARY
w/PERMANENT PAVEMENT
ASPHALT PAVEMENT
MATCH TEMPORARY
IN STEP A
PREVIOUSLY CONSTRUCTED
DETOUR PAVEMENT
260
A
A
10' LANE
10' LANE
VP-1R
C
A B
A B
TRANSITION
500' RADUIS FOR SMOOTH
DETOUR PAVEMENT TRANSITION
BEGIN 120' TEMPORARY ASPHALT
STA. 2+00, 23.4' LT.
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F 24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
A
43
SECTION
SHEET NUMBER
2 STRIPES
VP-1R
PHASE 3, STEP A & B
TRAFFIC CONTROL PLAN
PREVIOUS STEP
SENS ROAD TO REMAIN FROM
TEMPORARY MARKINGS ALONG
PREVIOUS STEP
SENS ROAD TO REMAIN FROM
TEMPORARY MARKINGS ALONG
NOTES:
SEQUENCE FOR MISCELLANEOUS DRIVES"
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGN LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
PROP. C SENS ROAD
L
C PROP. NORTH "C" STREET
L
PROP. C SENS ROAD
NORTH C STREET
R1-1
(30x30)
L
L
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
END
ROAD WORK
G20-2a
(36x18)
@ RADIUS (TYP.)
DRUMS @ 10' C-C
ROAD
CLOSED
R11-2
(48x30)
"C" STREET
C PROP. NORTH
R1-1
(30x30)
CW1-4R
(36x36)
MARKINGS
TEMPORARY
END PROP.
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
END
ROAD WORK
G20-2a
(36x18)
CW1-4R
(36x36)
216
216
A
216
A
216
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
4
:2
3
:4
9
P
M
MCK
CAD
O
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:
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:
10
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TOMMY CROMER
97594
MAR 2015
268
4' HOGG WIRE FENCE
4
'
WOO
D
F
ENCE
NORTH "C" STREET
WV
WV
SI
GN
P
P
PP
GU
Y
24"
RC
P
24
"
RCP
CONC.
PP
HEDGE
6' CHAIN LINK FENCE
6'
CHA
I
N
LI
NK
FENCE
OFF
ICE
BLDG
1-
STORY
BRICK
GRASS
DI
TCH
FL
DITCH FL
DITCH FL
DI
TCH
FL
PP
SBC
12
-
4
"
"C"
PVC
8" WATER LINE
HE
DG
E
SI
DE
WALK
CON
C.
PAVI
NG
CONCR
ET
E
PAV
I
NG
CENTE
RPOI
NT
ENERGY
4"
I
P
STL
GA
S
LI
NE
(
ABANDO
NED)
6
"
SANI
T
ARY
FORC
E
MAI
N
6
8
+
0
0
6
9
+
0
0
7
0
+
0
0
P
I
0+00 1+00 2+00
1"=40'
NJD
TYPE "A" FLASHING LIGHT
TYPE III BARRICADE w/
S
E
N
S
R
O
A
D
R
.O
.W.
C
BEGIN PROP. PERMANENT CONSTRUCTION
STA. -0+06
B STA. 0+00 NORTH "C" ST.
C STA. 68+65.74 SENS ROAD=L
L
DRUMS @ 10' C-C
10' LANE
10' LANE
A
END PROP. PERMANENT CONSTRUCTION
STA. 2+00, 25.4' LT. & 0.6' RT.
END PROP. TEMPORARY MARKINGS
CONSTRUCTED IN STEP B
DETOUR PAVEMENT PREVIOUSLY
NORTH "C" STREET
R.O.W.
R.O.W.
TO REMAIN FROM
PREVIOUS STEP B
TO REMAIN FROM
PREVIOUS STEP B
STEP 'C'
DRUMS w/CHEVRON @ 35' C-C
DRUMS @ 35' C-C
SAME LOCATION FROM
PREVIOUS STEP B
120'
120'
LC NORTH "C" STREET
CONSTRUCTION ZONE
(WHERE REQUIRED)
TEMPORARY SWALE
R
.
O
.
W.
SECTION C-C
SCALE:1"=10'H, 1"=5'V
4'
BUFFER
12.4' TO 20'
VARIES
R
.
O
.
W.
C
C
261
SECTION B-B
LC NORTH "C" STREET
CONSTRUCTION ZONE
(WHERE REQUIRED)
TEMPORARY SWALE
R
.
O
.
W.
4'
BUFFER
24.5' TO 0'
VARIES
R
.
O
.
W.
SECTION A-A
(WIDTH VARIES-0' TO 24')
ASPHALT DETOUR PAVEMENT
PROP. TEMPORARY
LC NORTH "C" STREET
CONSTRUCTION ZONE
(WHERE REQUIRED)
TEMPORARY SWALE
R
.
O
.
W.
4'
BUFFER
24.5' TO 0'
VARIES
R
.
O
.
W.
10' LANE
10' LANE
PROP. PAVEMENT
PROP. PAVEMENT
B
A
A
(WIDTH VARIES-0' TO 24')
DETOUR PAVEMENT
PROP. TEMPORARY ASPHALT
PROP. PAVEMENT
A A
B
A
A
B
VP-1R
DRUMS WITH VP-1R
VP-1R
DRUMS WITH
EXIST.
10' LANE 10' LANE
10' LANE
10' LANE
DRUMS
CW1-8L
SCALE:1"=10'H, 1"=5'V
FROM PREVIOUS SHEET
SCALE:1"=10'H, 1"=5'V
FROM PREVIOUS SHEET
B 2 STRIPES
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F 24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
PHASE 3, STEP C
TRAFFIC CONTROL PLAN
NOTES:
SEQUENCE FOR MISCELLANEOUS DRIVES"
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGN LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
NORTH C STREET
R1-1
(30x30)
CW1-4L
(36x36)
ROAD
CLOSED
R11-2
(48x30)
C PROP. NORTH "C" STREETL
CW1-4L
(36x36)
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
END
ROAD WORK
G20-2a
(36x18)
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
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A
P
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2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
4
:2
3
:5
0
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
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:
10
0
p
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97594
MAR 2015
268
W
T
T
WM
WM PP
MB
MB
GUY
CO 30" RCP
30" RCP
36" RCP
36" RCP
BOLARD BOLARD
TPED
GRASS
GRASS
GV
WM
SIGN
GV
LP
HEDGE
HEDG
E
HEDGE
30" PECAN
CONC
CONC
PP
15" PECAN
15" PECAN 24" PECAN
GV
C/O
CONC
GRASS
6" OAK
24" RCP
WM
24" RCP
GRASS
ASPH. PARKING LOT
24" RCP
C/O
24" RCP
30" PECAN
DBL SIGN
6' WOOD FENCE
GRASS
DITCH FL
DITCH FL
DITCH FL
DITCH FL
DITCH FL
SBC 12-4" "C" PVC
10" SAN SWR 10" SAN SWR
WV
PP
2-STORY BLDG.
2- STORY HOUSE
PORCH
BRICK SIDEWALK
PORCH
6' WOOD FENCE
CONC.
1-STORY BRICK
PORCH
SIDEWALK
HEDGE PP
HEDGE
MYRTLE
CREPT
6"
MYRTLE
CREPT
6"
TALLOW
6"
SBC MH
CENTERPOINT ENERGY 4" HP STL GAS LINE
SBC 12-4" "C" PVC
8" WATER LINE
10" SAN SWR
OVERHEAD ELECTRIC
TOP= 18.87'
FL(10" PIPE S.)=10.36'
FL(10" PIPE N.)=10.61'
TOP= 18.40'
4" HP STL GAS LINE
CENTERPOINT ENERGY
W
30"RCP
36"RCP
36"RCP30"RCP
30"RCP
DITCH FL
DITCH FL
DI
TCH
F
L
DITCH FL
GRAV
EL
DRI
VE
GRAV
EL
DRI
VE
ME
TAL
GU
A
RD
RAI
L
MET
AL
GU
A
RD
RAI
L
ASPHALT ASPHALT
MH
SAN
PP
PP
GVWMWMGV
WM WM
PP
CONC.
30" PECAN
ASPH. PARKING LOT
GA
S
LI
NEBOLLARDS
PPPP
DBL SIGN
GUY
GUY
BOLLARD
WM
GRASS
PP
PP
PP
WV
WV
PP
WV
FH
DI
24" RCP
6' CHAIN LINK FENCE
6'
CHAI
N
LI
NK
FENCE
GAS
LINE
24 PECAN
SIGN
GRASS
BOLLARD
DI
T
C
H
F
L
BOLLARD
30" RCP
30" RCP
36" RCP
36
"
RC
P
BOLLARD
SIGN
DBL
ASPHALT PAVING
X X
X
TB
TB
TB
TB
EP
EP
TB
DI
TCH
FL TB
EP
EP TB
DI
TCH
FL
TB
AS
P
HA
LT
P
AVI
NG
MHW
WW
60" RCP
CONCRETE
FH
SIGN
STOP
8"
WATE
R
LI
NE
8"
WATE
R
LI
NE
8" WATER LINE
8" WATER LINE
BORE B-9
•
"PLA GA
S
LINE
CENTE
RPOI
NT ENERGY
36"RCP
36"RCP
ELECTRIC
OVERHEAD
8" WATER LINE
91+00
PI
92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+000
+
0
0
1
+
0
0
1"=40'
M
A
TC
H
L
IN
E
S
TA
.
9
1
+
0
0
N
O
R
T
H
"
H
"
S
T
R
E
E
T
R.O.W.
R.O.W.
R.O.W.
R.O.W.
NJD
A
B
12' LANE
12' LANE
& SOUTHBOUND PAVEMENT)
(MATCH NEWLY CONSTRUCTED NORTHBOUND
BEGIN TEMPORARY DETOUR PAVEMENT
STA. 95+22, 6' LT. & 3' RT.
& SOUTHBOUND PAVEMENT)
(MATCH NEWLY CONSTRUCTED NORTHBOUND
END TEMPORARY DETOUR PAVEMENT
STA. 95+22, 6' LT. & 3' RT.
LC PROP. SENS ROAD
R
.
O
.
W.
R
.
O
.
W.
SECTION E-E
SCALE:1"=10'H, 1"=5'V
50' TO 40'
VARIES
50' TO 28'
VARIES
A
PREVIOUS PHASE 3
TO REMAIN FROM
A
DRUMS w/VP-1L @ 35' C-C
E
E
IN PHASE 2
PREVIOUSLY CONSTRUCTED
DETOUR PAVEMENT
TEMPORARY ASPHALT
IN PHASE 3
PREVIOUSLY CONSTRUCTED
DETOUR PAVEMENT
TEMPORARY ASPHALT
LANE
12'
4' BUFFER ZONE
6'3'
LANE
12'
4' BUFFER ZONE
PAVEMENT CONSTRUCTION
PROP. PERMANENT
DRUMS w/VP-1L @ 35' C-C
CONSTRUCTED IN PHASE 3
PERMANENT PAVEMENT PREVIOUSLY
IN PHASE 2
PREVIOUSLY CONSTRUCTED
PERMANENT PAVEMENT
DRUMS w/VP-1L @ 35' C-C
LOCATION
FOR PERMANENT STRIPING & SIGNING
SEE "STRIPING AND SIGNING LAYOUT"
L
A
V
O
N
N
IE
V
IL
O
L
A
262
VP-1L
A
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F
PROP. CONSTRUCTION AREA
PROP. COMPLETED TEMP PAV
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. DIRECTIONAL TRAFFIC FLOW
DRUMS WITH VERTICAL PANELS
SIGN
PROP. TEMP PAV CONSTRUCTION
VP-1R
@ 35' C-C
DRUMS w/VP-1R
PHASE 3
RELOCATE FROM PREVIOUS
STA. 91+05
RIGHT
LANE
CLOSED
CW20-5R
(36x36)
AHEAD CW16-9p
(36x12)
RIGHT
LANE
CLOSED
CW20-5R
(36x36)
AHEAD CW16-9p
(36x12)
PHASE 3
RELOCATE FROM PREVIOUS
STA. 92+65.5
NOTES:
SEQUENCE FOR MISCELLANEOUS DRIVES"
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGN LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
PHASE 3, STEP 1
TRAFFIC CONTROL PLAN
C PROP. SENS ROADL
LANE ENDS
LEFT
MERGE CW9-2L
(36x36)
G 8" WIDE SOLID WHITE STRIPE (REMOV)
24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
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:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
3
:5
1
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
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TOMMY CROMER
97594
MAR 2015
268
1"=40'
R.O.W.
R.O.W.
NOTES:
LEGEND
A
B
C
TYPE III BARRICADE
VP-1L
VERTICAL PANELS
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
END
ROAD WORK
G20-2a
(36x18)
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
MCK
DETAILS" .
4. FOR PLUGGING DETAILS REFER TO "MISCELLANEOUS SEWER
SEQUENCE FOR MISCELLANEOUS DRIVES".
3. FOR TRAFFIC CONTROL AT DRIVEWAYS REFER TO "CONSTRUCTION
SIGN LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
G 8" WIDE SOLID WHITE STRIPE (REMOV)
24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
M
AT
C
H
L
IN
E
S
T
A.
5
1
+
5
0
262A
DRUM WITH
@ 45' C-C
320'
320'
320'
540
' TAPER
640
FEET (24x18)
CW16-2P
320
FEET (24x18)
CW16-2P
LEFT
LANE
CLOSED
CW20-5TL
(36x36)
LEFT
LANE
CLOSED
CW20-5TL
(36x36)
G
B
PHASE 3 STEP 2
TRAFFIC CONTROL PLAN
TVC
51+00
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
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P
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A
P
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0
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1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
3
:5
2
P
M
MCK
CAD
O
P
:
S
T
AT
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:
DA
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10
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p
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TOMMY CROMER
97594
MAR 2015
268
T
BARBWIRE
FENCE
12" WATER LINE
SBC 12-4" "C" PVC
BORE-B2
CONC. PAVING
SIGN
DBL
4" TREE
10'x4' RCB
2
4
"
RC
P
2
4
"
RC
P
STORM MH
INLET
INLET
24" RCP
24" RCP
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
24"
18"
24"
24
"
24"
24"RCP
48"
36"
4
8"
48
"
24"
24"
24"
24"RCP
10
'
x
4
'
RC
B
10
'
x
4
'
RC
B
OE
OE OE
OEOE
OE
OE
OE
OEOEOE
3003
18.56
36
1
3
21.10
3002
19.06
300
6
19.05
SBC
2
-
4"
G.
I
.
P.
SBC 12
-4" "C" PVC
SBC
18-4" "C" PVC
S
B
C 1
6-4"
"
C"
P
VC
EXIST.
1
4
"
MCU
EXI
S
T
.
14"
MCU
4" IP STL GAS LINECENTERPOINT ENERGY
ENTEX PL
ENTEX PL
12" WATER LINE
1
0
'
x4
'
RC
B
10
'
x
4
'
RC
B
1
2"
SANI
T
ARY
54+00 55+00 56+00 57+00 58+00 59+0053+0052+00
1"=40'
R.O.W.
R.O.W.
NOTES:
S
P
E
N
C
E
R
H
IG
H
W
A
Y
(MATCH EXIST. PAVEMENT)
PAVEMENT TRANSITION
BEGIN TEMPORARY ASPHALT DETOUR
STA. 57+83.4, 39.7' LT.
B
B
VP-1L
DRUM WITH
VERTICAL PANELS
DRUM WITH
VERTICAL PANELS
1
6
0
'
1
2
0
'
R
.
O
.
W.
10' LANE MIN.
EXIST. VARIES
DRUM WITH
SECTION B-B
SCALE:1"=10'H, 1"=5'V
4'
BUFFER
10' LANE MIN.
EXIST. VARIES
VAIES 21' TO 32')
MEDIAN
EXIST.
DRUM WITH
VP-1L
39.7' TO 18'
VARIES
C EXIST. SENS ROAD
0' TO 21.5' (LEFT)
VARIES
0' TO 13' (RIGHT)
VARIES
R
.
O
.
W.
VARIES
4'
BUFFER
L
LC PROP. SENS ROAD
DRUM WITH
VERTICAL PANELS
VP-1L
CONC. PAVEMENT)
TO EXIST. EDGE OF
w/CONC. CURB(FLUSH
ASPHALT AND REPLACE
REMOVING TEMPORARY
263
EDGE OF CONC. PAVEMENT)
AND CURB (FLUSH TO EXIST.
AND REPLACE w/ PROP. CONC.
ASPHALT DETOUR PAVEMENT
END REMOVING TEMPORARY
STA. 59+47 (32' WIDE)
CONC. PAVEMENT)
AND CURB (FLUSH TO EXIST. EDGE OF
REPLACE w/ PROP. CONC.
ASPHALT DETOUR PAVEMENT AND
BEGIN REMOVING TEMPORARY
STA. 55+05 (21' WIDE)
LEGEND
A
B
C
TYPE III BARRICADE
24" WIDE SOLID WHITE STRIPE (REMOV)
4" WIDE SOLID YELLOW STRIPE (REMOV)
4" WIDE SOLID WHITE STRIPE (REMOV)
PROP. COMPLETED CONSTRUCTION
Y
Z TYPE 2 LOW PROFILE CONCRETE BARRIER
TYPE 1 LOW PROFILE CONCRETE BARRIER
D
E
F
PROP. CONSTRUCTION AREA
DRUMS WITH VERTICAL PANELS
PROP. DIRECTIONAL TRAFFIC FLOW
EXIST. DIRECTIONAL TRAFFIC FLOW
PROP. COMPLETED TEMP PAV
SIGN
PROP. TEMP PAV CONSTRUCTION
VERTICAL PANELS
DRUM WITH
VP-1L
VP-1R
@ 35' C-C
@ 35' C-C
@ 35' C-C
@ 35' C-C
VP-1L
B
C
A
B
R3-7L
(30x30)
LEFT LANE
TURN LEFT
MUST
END
ROAD WORK
G20-2a
(36x18)
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
ROAD
WORK
AHEAD
CW20-1D
(36x36)1
C
END
ROAD WORK
G20-2a
(36x18)
SIGNS LOCATION.
2. SEE "PROJECT APPROACH SIGNING" FOR ADVANCE WARNING
4:00 PM WITH OFFICER CONTROL.
OFF PEAK HOURS MONDAY THROUGH FRIDAY 9:00 AM TO
THE SAME DAY. LANE CLOSEURE SHALL BE LIMITED ONLY TO
1. EXCAVATION AND BASE INSTALLATION SHALL BE PERFORMED
PHASE 3 STEP 2
TRAFFIC CONTROL PLAN
8" WIDE SOLID WHITE STRIPE (REMOV)
24" WIDE SOLID WHITE STRIPE (NON REMOV)
4" WIDE SOLID YELLOW STRIPE (NON REMOV)
4" WIDE SOLID WHITE STRIPE (NON REMOV)
G
M
A
T
C
H
L
IN
E
S
T
A
.
5
1
+
5
0
G
G
Scale:
Date:
Job No.:
Approved By:
Checked By:
Drawn By:
Designed By:
App.DescriptionDateRev.
Sheet No:
of
102301
H
C
P
I
D
A
P
I
N
:
0
2
1
0
2
0
0
0
0
8
ENGINEERING DIVISION
ARCHITECTURE AND
INFRASTRUCTURE DEPARTMENT
HARRIS COUNTY PUBLIC
SENS ROAD
4
:2
3
:5
3
P
M
MCK
CAD
O
P
:
S
T
AT
US
:
DA
T
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:
10
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:
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r
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\
1
0
2
3
0
1
\
2
0
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3
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B
.
d
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n
3
/
16
/
2
0
1
5
3/16/2015
TOMMY CROMER
97594
MAR 2015
268