PROJECT - Zenith Construction · resurrection catholic church houston, harris county, texas this...
-
Upload
vuongquynh -
Category
Documents
-
view
218 -
download
0
Transcript of PROJECT - Zenith Construction · resurrection catholic church houston, harris county, texas this...
RES
URREC
TIO
N C
ATH
OLI
C C
HURC
H
DRAWING INDEX
SHEET # DRAWING NAME
G1 DRAWING INDEX & VICINITY MAP C1 EXISTING CONDITION EXHIBIT C2 CIVIL SITE PLAN C3 PROPOSED GARAGE AREA DRAINAGE AND GRADING PLAN C4 DRAINAGE CALCULATIONS AND DETAILS C5 SANCTUARY DROP OFF GRADING PLAN C6 STORM WATER POLLUTION PREVENTION DETAILS C7 SITE PAVING DETAILS
(281) 519-8530 P.O. BOX 1549, ALVIN, TX 77512TBPE F-9827 [email protected]
Sheet G1
APRIL 29, 2013
VICINITY MAPSCALE: 1" = 2640'
PROJECTLOCATION
LO
T 1
LO
T 2
LO
T 10
LO
T 11
LO
T 12
LO
T 13
LO
T 14
LO
T 15
LO
T 16
LO
T 17
LO
T 18
LO
T 19
LO
T 20
LO
T 21
LO
T 22
LO
T 23
LO
T 24
LO
T 25
LO
T 26
LO
T 27
LO
T 28
LO
T 29
LO
T 30
LO
T 31
LO
T 32
LO
T 33
LO
T 34
LO
T 35
LO
T 36
LO
T 37
LO
T 38
LO
T 39
LO
T 40
LO
T 41
LO
T 42
LO
T 43
LO
T 44
LO
T 45
LO
T 46
LO
T 47
LO
T 48
BLOCK 26L
OT
23
LO
T 24
LO
T 25
LO
T 26
BLOCK 47
LO
T 25
LO
T 26
LO
T 27
LO
T 28
LO
T 29
LO
T 30
LO
T 31
LO
T 32
LO
T 33
LO
T 34
LO
T 35
LO
T 36
LO
T 37
LO
T 38
LO
T 39
LO
T 40
LO
T 41
LO
T 42
LO
T 43
LO
T 44
LO
T 45
LO
T 46
LO
T 47
LO
T 48
BLOCK 27 LO
T 25
LO
T 26
BLOCK 46
LO
T 1
LO
T 2
LO
T 3
LO
T 4
LO
T 5
LO
T 6
LO
T 7
LO
T 8
LO
T 9
LO
T 10
LO
T 11
LO
T 12
LO
T 13
LO
T 14
LO
T 15
LO
T 16
LO
T 17
LO
T 18
LO
T 19
LO
T 20
LO
T 21
LO
T 22
LO
T 23
LO
T 24 BLOCK 25
LO
T 23
LO
T 24
BLOCK 48
ALLEY ALLEY
TW
O ST
OR
YB
RIC
K &
FRA
ME
TW
O ST
OR
YB
RIC
K &
FRA
ME
ON
E STO
RY
BR
ICK
& FR
AM
E
EXIST
PA
VER
S(T
O B
E R
EM
OVE
D)
SIDEWALK
SIDEWALK
BUSH
GATE POST
CONC. DRIVE
SHEET No.
HORZ: 1"=30"VERT: NA
C1OF C7
DRAWING SCALE
EXISTING CONDITION EXHIBIT
RESURRECTION CATHOLIC CHURCH
HOUSTON, HARRIS COUNTY, TEXAS
THIS DOCUMENT AND RELATED DETAILS REMAIN THE PROPERTY OF DANIELSCOTT ENGINEERING, LLC. THIS DOCUMENT IS NOT TO BE SOLD, COPIED,OR REPRODUCED WHOLE OR IN PART, WITHOUT THE CONSENT OF DANIELSCOTT ENGINEERING, LLC.
[email protected](281) 519-8530
P.O. BOX 1549, ALVIN, TX 77512TBPE F-9827
APRIL 29, 2013
DSE13-004
DSE13004-200
Drawing No.
Project No.
SURVEYOR:
OWNER:
0
SCALE:
301530
1"=30'
60
FLOOD STATEMENT
BENCHMARK EL 40.49FLOODPLAIN REFERENCE MARK NUMBER 210015 IS AN HCFCD BRASS DISKSTAMPED W100 BM18 ON NW CORNER OF BRIDGE ON DOWNSTREAMCONCRETE WALK AT LOCKWOOD DRIVE AND BUFFALO BAYOU IN KEYMAP494Q IN THE BUFFALO WATERSHED NEAR STREAM W100-00-00 ELEV.40.491 FEET NAVD 1988, 2001
THIS TRACT IS LOCATED IN ZONE "X",THIS IS ACCORDING TO FIRM NUMBER48201C0695L DATED JUNE 18, 2007.
TEMPORARY BENCHMARK (TBM) TBM 1:A BOX CUT IN THE TOP OF A INLET WITH AN ELEVATION OF 39.97 LOCATEDN 68°32'28" E 16.48' FROM THE S.E. CORNER OF LOT 25 BLOCK 26 ALSOKNOWN AS THE N.W. CORNER OF ARAPAHOE STREET (60' R.O.W.) ANDMAJESTIC STREET (60' R.O.W.)
TBM 2:A BOX CUT IN THE TOP OF A INLET WITH AN ELEVATION OF 41.38 LOCATEDS 57°55'51" W 18.57' FROM THE N.W. CORNER OF LOT 1 BLOCK 26 ALSOKNOWN AS THE S.E. CORNER OF ZOE STREET (60' R.O.W.) AND MARKETSTREET (60' R.O.W.)
FMS SURVEYING, INCSCOTT R. SHERIDAN, PE, RPLS, CFMPO BOX 1549ALVIN, TEXAS 77512
(281) 519-8530PHONE:
RESURRECTION CATHOLIC CHURCH
916 MAJESTICHOUSTON, TEXAS 77020
REV. CHRISTOPHER PLANT
EXISTADMIN BUILDING
EXIST BUILDINGAND SIDEWALKDEMOLISHED
SUMMER 2012
EXIST RECTORYEXIST SANCTUARY
EXIST BUILDING
EXIST BUILDING
EXIST BUILDING
LO
T 1
LO
T 2
LO
T 10
LO
T 11
LO
T 12
LO
T 13
LO
T 14
LO
T 15
LO
T 16
LO
T 17
LO
T 18
LO
T 19
LO
T 20
LO
T 21
LO
T 22
LO
T 23
LO
T 24
LO
T 25
LO
T 26
LO
T 27
LO
T 28
LO
T 29
LO
T 30
LO
T 31
LO
T 32
LO
T 33
LO
T 34
LO
T 35
LO
T 36
LO
T 37
LO
T 38
LO
T 39
LO
T 40
LO
T 41
LO
T 42
LO
T 43
LO
T 44
LO
T 45
LO
T 46
LO
T 47
LO
T 48
BLOCK 26
LO
T 23
LO
T 24
LO
T 25
LO
T 26
BLOCK 47
LO
T 25
LO
T 26
LO
T 27
LO
T 28
LO
T 29
LO
T 30
LO
T 31
LO
T 32
LO
T 33
LO
T 34
LO
T 35
LO
T 36
LO
T 37
LO
T 38
LO
T 39
LO
T 40
LO
T 41
LO
T 42
LO
T 43
LO
T 44
LO
T 45
LO
T 46
LO
T 47
LO
T 48
BLOCK 27 LO
T 25
LO
T 26
BLOCK 46
LO
T 1
LO
T 2
LO
T 3
LO
T 4
LO
T 5
LO
T 6
LO
T 7
LO
T 8
LO
T 9
LO
T 10
LO
T 11
LO
T 12
LO
T 13
LO
T 14
LO
T 15
LO
T 16
LO
T 17
LO
T 18
LO
T 19
LO
T 20
LO
T 21
LO
T 22
LO
T 23
LO
T 24 BLOCK 25
LO
T 23
LO
T 24
BLOCK 48
ALLEY ALLEY
TW
O ST
OR
YB
RIC
K &
FRA
ME
TW
O ST
OR
YB
RIC
K &
FRA
ME
ON
E STO
RY
BR
ICK
& FR
AM
E
EXIST
PA
VER
S(T
O B
E R
EM
OVE
D)
SIDEWALK
SIDEWALK
BUSH
GATE POST
CONC. DRIVE
PROPDRIVEWAY
PROPGARAGE
(FF 44.31)PROP
5' SIDEWALK
SHEET No.
HORZ: 1"=30"VERT: NA
C2OF C7
DRAWING SCALE
CIVIL SITE PLAN
RESURRECTION CATHOLIC CHURCH
HOUSTON, HARRIS COUNTY, TEXAS
THIS DOCUMENT AND RELATED DETAILS REMAIN THE PROPERTY OF DANIELSCOTT ENGINEERING, LLC. THIS DOCUMENT IS NOT TO BE SOLD, COPIED,OR REPRODUCED WHOLE OR IN PART, WITHOUT THE CONSENT OF DANIELSCOTT ENGINEERING, LLC.
[email protected](281) 519-8530
P.O. BOX 1549, ALVIN, TX 77512TBPE F-9827
APRIL 29, 2013
DSE13-004
DSE13004-200
Drawing No.
Project No.
EXISTINGEXIST
PROP PROPOSED
CORRUGATED METAL PIPECMP
MH MANHOLE
AC
CFS CUBIC FEET PER SECOND (FLOW RATE)
MINIMUM FINISHED FLOORFF
LEGEND
FINISHED GRADEFG
POWER POLEPP
ELEVATIONEL
FLOWLINE ELEVATIONFL 46.27
REINFORCED CONCRETE PIPE
BL BUILDING LINE
DE DRAINAGE EASEMENT
RCP
PAVEMENTPVMT
SDR SLENDER DIAMETER RATIO PIPERIGHT OF WAYROW
HIGH DENSITY POLYETHYLENE PIPEHDPE
PBM PROJECT BENCHMARK NUMBER
ACRES
SSOS STORM SEWER INLET AND OUTFALL STRUCTURE
CONCRETE PILOT CHANNELCPC
MB MAINTENANCE BERMLANDSCAPE EASEMENTLSEJUNCTION BOXJB
EMERGENCY OVERFLOWEO
BSSO BACK SLOPE SWALE OUTFALL
REINFORCED CONCRETE BOXRCB
STRM STORMWLE WATERLINE EASEMENT
EXISTADMIN BUILDING
EXIST BUILDINGAND SIDEWALKDEMOLISHED
SUMMER 2012
EXIST RECTORYEXIST SANCTUARY
EXIST BUILDING
EXIST BUILDING
SURVEYOR:
OWNER:
FLOOD STATEMENT
BENCHMARK EL 40.49FLOODPLAIN REFERENCE MARK NUMBER 210015 IS AN HCFCD BRASS DISKSTAMPED W100 BM18 ON NW CORNER OF BRIDGE ON DOWNSTREAMCONCRETE WALK AT LOCKWOOD DRIVE AND BUFFALO BAYOU IN KEYMAP494Q IN THE BUFFALO WATERSHED NEAR STREAM W100-00-00 ELEV.40.491 FEET NAVD 1988, 2001
THIS TRACT IS LOCATED IN ZONE "X",THIS IS ACCORDING TO FIRM NUMBER48201C0695L DATED JUNE 18, 2007.
TEMPORARY BENCHMARK (TBM) TBM 1:A BOX CUT IN THE TOP OF A INLET WITH AN ELEVATION OF 39.97 LOCATEDN 68°32'28" E 16.48' FROM THE S.E. CORNER OF LOT 25 BLOCK 26 ALSOKNOWN AS THE N.W. CORNER OF ARAPAHOE STREET (60' R.O.W.) ANDMAJESTIC STREET (60' R.O.W.)
TBM 2:A BOX CUT IN THE TOP OF A INLET WITH AN ELEVATION OF 41.38 LOCATEDS 57°55'51" W 18.57' FROM THE N.W. CORNER OF LOT 1 BLOCK 26 ALSOKNOWN AS THE S.E. CORNER OF ZOE STREET (60' R.O.W.) AND MARKETSTREET (60' R.O.W.)
FMS SURVEYING, INCSCOTT R. SHERIDAN, PE, RPLS, CFMPO BOX 1549ALVIN, TEXAS 77512
(281) 519-8530PHONE:
RESURRECTION CATHOLIC CHURCH
916 MAJESTICHOUSTON, TEXAS 77020
REV. CHRISTOPHER PLANT
0
SCALE:
301530
1"=30'
60
PROP 6" THICK CONCRETE PAVEMENT
PROP 5" THICK CONCRETE PAVEMENT
R25.00'
R41.50'
R25.00'
R10.00'
R10.00'
R41.50'
R25.00'
R25.00'
R10.00'28.33'
15.37'
1.00'48.04'
12.00'
1.00'
54.39'
61.22'12.00'
10.41'
8.0
1'
45.48'
5.00'
LO
T 10
LO
T 11
LO
T 12
LO
T 13
BLOCK 26TW
O ST
OR
YB
RIC
K &
FRA
ME
ON
E STO
RY
BR
ICK
& FR
AM
E
EXIST
PA
VER
S(T
O B
E R
EM
OVE
D)
PROPDRIVEWAY
PROPGARAGE
(FF 44.31)
PROP5' SIDEWALK
PROP INLET 1(CB-18)FL 41.51
PROP CO 1(TO BE TRAFFIC RATED)FL 41.51
PROP FL 41.42
20 LF~8" P
VC @ 0.45%
41
LF~
8" P
VC
@ 0
.45
%
PROP SSOS
D.S.
EXISTD.S.
EXISTD.S.
EXISTD.S.
D.S.
D.S.
3 LF~8" PVC @0.45%
14 LF~8" PVC @0.45%
5 LF~8" PVC @0.45%
5 LF~8" PVC @0.45%
1 LF~8" PVC @0.45%
1 LF~8" PVC @0.45%
6 LF~8" PVC @0.45%
14 LF~8" PVC @0.45%
1 LF~8" PVC @0.45%
6 LF~8" PVC @0.45%
4 LF~8" PVC @0.45%
5 LF~8" PVC @0.45%
2 LF~8" PVC @0.45%
SHEET No.
HORZ: 1"=10"VERT: NA
C3 OF C7
DRAWING SCALE
RESURRECTION CATHOLIC CHURCH
HOUSTON, HARRIS COUNTY, TEXAS
THIS DOCUMENT AND RELATED DETAILS REMAIN THE PROPERTY OF DANIELSCOTT ENGINEERING, LLC. THIS DOCUMENT IS NOT TO BE SOLD, COPIED,OR REPRODUCED WHOLE OR IN PART, WITHOUT THE CONSENT OF DANIELSCOTT ENGINEERING, LLC.
[email protected](281) 519-8530
P.O. BOX 1549, ALVIN, TX 77512TBPE F-9827
APRIL 29, 2013
DSE13-004
DSE13004-200
Drawing No.
Project No.
0
SCALE:
10510
1"=10'
20
EXISTINGEXIST
PROP PROPOSED
CORRUGATED METAL PIPECMP
MH MANHOLE
AC
CFS CUBIC FEET PER SECOND (FLOW RATE)
MINIMUM FINISHED FLOORFF
LEGEND
FINISHED GRADEFG
POWER POLEPP
ELEVATIONEL
FLOWLINE ELEVATIONFL 46.27
REINFORCED CONCRETE PIPE
BL BUILDING LINE
DE DRAINAGE EASEMENT
RCP
PAVEMENTPVMT
SDR SLENDER DIAMETER RATIO PIPERIGHT OF WAYROW
HIGH DENSITY POLYETHYLENE PIPEHDPE
PBM PROJECT BENCHMARK NUMBER
ACRES
SSOS STORM SEWER INLET AND OUTFALL STRUCTURE
CONCRETE PILOT CHANNELCPC
MB MAINTENANCE BERM
DIRECTIONAL DRAINAGE FLOW ARROW
6.056 DRAINAGE AREA / INLET NUMBER
AREA (ACRES)
LANDSCAPE EASEMENTLSEJUNCTION BOXJB
EMERGENCY OVERFLOWEO
DRAINAGE AREA DIVIDE
BSSO BACK SLOPE SWALE OUTFALL
REINFORCED CONCRETE BOXRCB
STRM STORM
WLE WATERLINE EASEMENT PROPOSED GARAGE AREADRAINAGE AND GRADING PLAN
SURVEYOR:
OWNER:
FLOOD STATEMENT
BENCHMARK EL 40.49FLOODPLAIN REFERENCE MARK NUMBER 210015 IS AN HCFCD BRASS DISKSTAMPED W100 BM18 ON NW CORNER OF BRIDGE ON DOWNSTREAMCONCRETE WALK AT LOCKWOOD DRIVE AND BUFFALO BAYOU IN KEYMAP494Q IN THE BUFFALO WATERSHED NEAR STREAM W100-00-00 ELEV.40.491 FEET NAVD 1988, 2001
THIS TRACT IS LOCATED IN ZONE "X",THIS IS ACCORDING TO FIRM NUMBER48201C0695L DATED JUNE 18, 2007.
TEMPORARY BENCHMARK (TBM) TBM 1:A BOX CUT IN THE TOP OF A INLET WITH AN ELEVATION OF 39.97 LOCATEDN 68°32'28" E 16.48' FROM THE S.E. CORNER OF LOT 25 BLOCK 26 ALSOKNOWN AS THE N.W. CORNER OF ARAPAHOE STREET (60' R.O.W.) ANDMAJESTIC STREET (60' R.O.W.)
TBM 2:A BOX CUT IN THE TOP OF A INLET WITH AN ELEVATION OF 41.38 LOCATEDS 57°55'51" W 18.57' FROM THE N.W. CORNER OF LOT 1 BLOCK 26 ALSOKNOWN AS THE S.E. CORNER OF ZOE STREET (60' R.O.W.) AND MARKETSTREET (60' R.O.W.)
FMS SURVEYING, INCSCOTT R. SHERIDAN, PE, RPLS, CFMPO BOX 1549ALVIN, TEXAS 77512
(281) 519-8530PHONE:
RESURRECTION CATHOLIC CHURCH
916 MAJESTICHOUSTON, TEXAS 77020
REV. CHRISTOPHER PLANT
0.111
A
A PROP 37 LF~15" RCP.FL 39.99 (SOUTH)FL 39.77 (NORTH)NOTE:TO DETERMINE THE FLOWLINES OF THE PROPOSED 15" RCP, ENGINEERFOUND THE FLOWLINE OF THE HIGHPOINT OF THE DITCH, THE FLOWLINEOF THE STORM SYSTEM RECEIVING THE DITCHES STORM WATER ANDCALCULATED WHAT THE SLOPE OF THE DITCH SHOULD BE. THEN USEDTHIS SLOPE AND THE EXISTING CONSTANTANS FLOWLINES TOCALCULATE THE PROPOSED FLOWLINES.
NOTES1. ALL PROPOSED FILL WILL BE PLACED IN 12" MAXIMUM LIFTS AND
COMPACTED TO 95% STANDARD PROCTOR DENSITY.2. CONTRACTOR MUST VERIFY EXISTING CONDITIONS BEFORE
COMMENCING ANY CONSTRUCTION.
CLEAN OUTCO
DS DOWN SPOUT
TC TOP OF CURBTG TOP OF GRATETP TOP OF PAVEMENT
SHEET No.
HORZ: NAVERT: NA
C4 OF C7
DRAWING SCALE
RESURRECTION CATHOLIC CHURCH
HOUSTON, HARRIS COUNTY, TEXAS
THIS DOCUMENT AND RELATED DETAILS REMAIN THE PROPERTY OF DANIELSCOTT ENGINEERING, LLC. THIS DOCUMENT IS NOT TO BE SOLD, COPIED,OR REPRODUCED WHOLE OR IN PART, WITHOUT THE CONSENT OF DANIELSCOTT ENGINEERING, LLC.
[email protected](281) 519-8530
P.O. BOX 1549, ALVIN, TX 77512TBPE F-9827
APRIL 29, 2013
DSE13-004
DSE13004-201
Drawing No.
Project No.
5D
2D2D
D
8" X 24" TOEWALL, ALL AROUND
PLAN SECTION
5D
4" TYP
24"
8" TYP.
6' MIN.
24"
6" MIN. STORM SEWERPIPE
8" TYP.
24"
CONFORM TO SLOPE(4:1 MAX)
4" CONC. SLOPE PAVING, 5 SACK3500 P.S.I. @ 28 DAYS, W/ #3 BARS,12" C.C.E.W., OR APPROVED EQUAL.
3-#4 BARS CONT.9" C.C. HORIZ.
DETAIL - TYPICAL STORM SEWER INLET/OUTFALL STRUCTURESCALE: NTS
OF DETENTION POND FOR THEEXTEND TO PROPOSED BANK
EXTREME EVENT OVERFLOW.
DRAINAGE CALCULATIONS ANDDETAILS
SURVEYOR:
OWNER:
FMS SURVEYING, INCSCOTT R. SHERIDAN, PE, RPLS, CFMPO BOX 1549ALVIN, TEXAS 77512
(281) 519-8530PHONE:
RESURRECTION CATHOLIC CHURCH
916 MAJESTICHOUSTON, TEXAS 77020
REV. CHRISTOPHER PLANT
LO
T 1
LO
T 2
LO
T 23
LO
T 24
BLOCK 47
ALLEY
ON
E STO
RY
BR
ICK
& FR
AM
E
SHEET No.
HORZ: 1"=10"VERT: NA
C5 OF C7
DRAWING SCALE
RESURRECTION CATHOLIC CHURCH
HOUSTON, HARRIS COUNTY, TEXAS
THIS DOCUMENT AND RELATED DETAILS REMAIN THE PROPERTY OF DANIELSCOTT ENGINEERING, LLC. THIS DOCUMENT IS NOT TO BE SOLD, COPIED,OR REPRODUCED WHOLE OR IN PART, WITHOUT THE CONSENT OF DANIELSCOTT ENGINEERING, LLC.
[email protected](281) 519-8530
P.O. BOX 1549, ALVIN, TX 77512TBPE F-9827
APRIL 29, 2013
DSE13-004
DSE13004-270
Drawing No.
Project No.
EXISTINGEXIST
PROP PROPOSED
CLEAN OUTCO
MJ MECHANICAL JOINT
AC
CFS CUBIC FEET PER SECOND (FLOW RATE)
MINIMUM FINISHED FLOORFF
LEGEND
FINISHED GRADEFG
POWER POLEPP
ELEVATIONEL
FLOWLINE ELEVATIONFL 46.27
REINFORCED CONCRETE PIPE
BL BUILDING LINE
DE DRAINAGE EASEMENT
RCPPAVEMENTPVMT
SDR SLENDER DIAMETER RATIO PIPERIGHT OF WAYROW
HIGH DENSITY POLYETHYLENE PIPEHDPE
PBM PROJECT BENCHMARK NUMBER
ACRES
SSOS STORM SEWER INLET AND OUTFALL STRUCTURE
CONCRETE PILOT CHANNELCPC
1 BLOCK NUMBER
JUNCTION BOXJB
NOTES1. ALL PROPOSED FILL WILL BE PLACED IN 12" MAXIMUM LIFTS AND
COMPACTED TO 95% STANDARD PROCTOR DENSITY.2. CONTRACTOR MUST VERIFY EXISTING CONDITIONS BEFORE
COMMENCING ANY CONSTRUCTION.
WLE WATERLINE EASEMENT
GATE VALVE AND BOXGV&B
MB MAINTENANCE BERMMH MANHOLE
PLUG AND CLAMPP & C
A33.50
LOT GRADING TYPEMINIMUM FINISHED FLOOR
0
SCALE:
10510
1"=10'
20
SURVEYOR:
OWNER:
FLOOD STATEMENT
BENCHMARK EL 40.49FLOODPLAIN REFERENCE MARK NUMBER 210015 IS AN HCFCD BRASS DISKSTAMPED W100 BM18 ON NW CORNER OF BRIDGE ON DOWNSTREAMCONCRETE WALK AT LOCKWOOD DRIVE AND BUFFALO BAYOU IN KEYMAP494Q IN THE BUFFALO WATERSHED NEAR STREAM W100-00-00 ELEV.40.491 FEET NAVD 1988, 2001
THIS TRACT IS LOCATED IN ZONE "X",THIS IS ACCORDING TO FIRM NUMBER48201C0695L DATED JUNE 18, 2007.
TEMPORARY BENCHMARK (TBM) TBM 1:A BOX CUT IN THE TOP OF A INLET WITH AN ELEVATION OF 39.97 LOCATEDN 68°32'28" E 16.48' FROM THE S.E. CORNER OF LOT 25 BLOCK 26 ALSOKNOWN AS THE N.W. CORNER OF ARAPAHOE STREET (60' R.O.W.) ANDMAJESTIC STREET (60' R.O.W.)
TBM 2:A BOX CUT IN THE TOP OF A INLET WITH AN ELEVATION OF 41.38 LOCATEDS 57°55'51" W 18.57' FROM THE N.W. CORNER OF LOT 1 BLOCK 26 ALSOKNOWN AS THE S.E. CORNER OF ZOE STREET (60' R.O.W.) AND MARKETSTREET (60' R.O.W.)
FMS SURVEYING, INCSCOTT R. SHERIDAN, PE, RPLS, CFMPO BOX 1549ALVIN, TEXAS 77512
(281) 519-8530PHONE:
RESURRECTION CATHOLIC CHURCH
916 MAJESTICHOUSTON, TEXAS 77020
REV. CHRISTOPHER PLANT
SANCTUARY DROP OFFGRADING PLAN
HORZ: NAVERT: NA
C6 OF C7
DRAWING SCALE
T H I S D O C U M E N T A N DRELATED DETAILS REMAIN THEPROPERTY OF DANIEL SCOTTENG INE ER ING , L LC . T H ISDOCUMENT IS NOT TO BES O L D , C O P I E D , O RREPRODUCED WHOLE OR INPART, WITHOUT THE CONSENTO F D A N I E L S C O T TE N G I N E E R I N G , L L C .
DSE13-004
DSE13004-507Drawing No.
Project No.
STO
RM
WATE
R P
OLL
UTI
ON
PREV
ENTI
ON D
ETAIL
S d
an@
dani
elsc
otte
ngin
eerin
g.co
m(2
81) 519-8
530
P.O
. BO
X 1549, ALV
IN, TX
77512
TBPE
F-9
827
RES
URREC
TIO
N C
ATH
OLI
C C
HURC
H
HO
USTO
N, HARRIS
CO
UNTY
, TE
XAS
APRIL 29, 2013
PAVING CONSTRUCTION NOTES
1. Guidelines set forth in the "Texas Manual on Uniform Traffic Control Devices"shall be observed.
2. All fill in existing or proposed right-of-way, including back dressing behindthe curb, shall be placed on maximum loose lifts of twelve (12) inches orless and compacted to 95% standard proctor density with a moisturecontent within ±2% of optimum.
3. Minimum pavement reinforcement requirement shall be Grade 60, No. 4rebar, spaced at 18-inch on center each way.
4. All pavement to be a minimum six (6) inches thick reinforced concrete unlessotherwise noted.
5. Paving expansion joints shall be placed at a maximum spacing of 40 feet - 6inches (40'-6").
6. All concrete used for pavement shall be a minimum of 5.0 sack of cementper cubic yard of concrete, 3500 psi compressive strength at 28 days.
7. Class "A" hydrated lime shall be applied for sub-grade stabilization.
8. For all concrete to be removed, a 2-inch deep saw cut shall be providedprior to removal.
9 . Representatives from the Owner and the testing laboratory shall be presentfor all gradations, density tests, lime operations and placement ofconcrete paving.
10. Under no circumstances shall water be added to a concrete load afterslump tests have been performed.
11. Blue reflectorize pavement markers shall be placed at fire hydrant locationsand offset 6 inches from the centerline of the roadway.
12. For all pavement widths: a. Minimum concrete slab thickness shall be 6 inches. b. Minimum stabilized sub-grade thickness shall be 6 inches.
13. See Geotechnical Engineering Report for pavement rebar spacing andother related criteria for paving construction.
OFC7 C7