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DRAWING INDEX

SHEET # DRAWING NAME

G1 DRAWING INDEX & VICINITY MAP C1 EXISTING CONDITION EXHIBIT C2 CIVIL SITE PLAN C3 PROPOSED CARPORT AREA DRAINAGE AND GRADING PLAN C4 DRAINAGE CALCULATIONS AND DETAILS C5 DETAILS C6 STORM WATER POLLUTION PREVENTION DETAILS C7 SITE PAVING DETAILS

(281) 519-8530 P.O. BOX 1549, ALVIN, TX 77512TBPE F-9827 scott@danielscottengineering.com

Sheet G1

FEBRUARY 04, 2014

VICINITY MAPSCALE: 1" = 2640'

PROJECTLOCATION

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CONC. DRIVE

SHEET No.

HORZ: 1"=30"VERT: NA

C1OF C7

DRAWING SCALE

EXISTING CONDITION EXHIBIT

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.

scott@danielscottengineering.com(281) 519-8530

P.O. BOX 1549, ALVIN, TX 77512TBPE F-9827

FEBRUARY 04, 2014

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

RESURRECTION CATHOLIC CHURCHRECTORY CARPORT ADDITION

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EXIS

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PROPCARPORT

SHEET No.

HORZ: 1"=30"VERT: NA

C2OF C7

DRAWING SCALE

CIVIL SITE PLAN

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.

scott@danielscottengineering.com(281) 519-8530

P.O. BOX 1549, ALVIN, TX 77512TBPE F-9827

FEBRUARY 04, 2014

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 CHURCH

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 PAVER REPLACEMENT

PROP 5" THICK CONCRETE PAVEMENT

R10.00'

1.00'

28.33'

32'

PROP CARPORT

PROPDRIVEWAY

RESURRECTION CATHOLIC CHURCHRECTORY CARPORT ADDITION

TW

O ST

OR

YB

RIC

K &

FRA

ME

ON

E STO

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& FR

AM

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PROPDRIVEWAY

EXISTING SIDEWALK

EXISTING SIDEWALKEXISTING SIDEWALK

EXIS

TING

SID

EWALK

PROPCARPORT

PROP FL 40.42

17 L

F~24

" HDP

E @

0.1

5%

PROP SSOS

EXISTD.S.

EXISTD.S.

EXISTD.S.

1 LF~8" PVC @0.45%

14 LF~8" PVC @0.45%

1 LF~8" PVC @0.45%

PROP MH 1FL 40.45

19 LF~8" PVC @ 0.45%

SHEET No.

HORZ: 1"=10"VERT: NA

C3 OF C7

DRAWING SCALE

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.

scott@danielscottengineering.com(281) 519-8530

P.O. BOX 1549, ALVIN, TX 77512TBPE F-9827

FEBRUARY 04, 2014

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 CARPORT 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 23 LF~24" RCP.FL 39.95 (SOUTH)FL 39.81 (NORTH)NOTE:TO DETERMINE THE FLOWLINES OF THE PROPOSED 24" 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

A

24" RCP BURRY DETAILNTS

NOTE:1. THE CITY REQUIRES THE USE OF A

MINIMUM OF A 24" RCP CULVERT.DUE TO THE LACK OF DEPTH OFTHE DITCH AND TO OBTAIN THECOVER NEEDED TO PAVE OVER THECULVERT THE PROPOSED 24" RCPWILL HAVE TO BE BURIED ANDFILLED WITH CEMENT STABILIZEDSAND PER THIS DETAIL.

PROP CEMENT STABILIZED SAND

PROP 24" RCP

PROP FL VARIES

PROP TOP~PIPE VARIES

PROP ELEVATION VARIES

B

B

24" OUTFALL PIPE DETAILNTS

NG

PROP CEMENT STABILIZED SAND

PROP FL 40.42

PROP FL 40.45

PROP 24" HDPE

PROP MANHOLE

PROP CEMENT STABILIZED SAND

PROP 8" PVC

PROP RIM NG +0.3'

0.5' COVER MINIMUM

RESURRECTION CATHOLIC CHURCHRECTORY CARPORT ADDITION

SHEET No.

HORZ: NAVERT: NA

C4 OF C7

DRAWING SCALE

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.

scott@danielscottengineering.com(281) 519-8530

P.O. BOX 1549, ALVIN, TX 77512TBPE F-9827

FEBRUARY 04, 2014

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

RESURRECTION CATHOLIC CHURCHRECTORY CARPORT ADDITION

SHEET No.

HORZ: NAVERT: NA

C5 OF C7

DRAWING SCALE

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.

scott@danielscottengineering.com(281) 519-8530

P.O. BOX 1549, ALVIN, TX 77512TBPE F-9827

FEBRUARY 04, 2014

DSE13-004

DSE13004-201

Drawing No.

Project No.

DETAILS

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

RESURRECTION CATHOLIC CHURCHRECTORY CARPORT ADDITION

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 INEER 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

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PREV

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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

HO

USTO

N, HARRIS

CO

UNTY

, TE

XAS

FEBRUARY 04, 2014

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HREC

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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