HomeMy WebLinkAbout22 Development Permit 309 Woodcreek 7Page 1 of 1
No .
We only took the street. Well, I suppose that the valley gutter that crosses the street is ours but none of the
storm drain or the detention pond in the subdivision is public.
Mark Smith
Director of Public Works
979-764-3690
>>> Brett Mccully 11/27/02 03:02PM >>>
Mark,
When we took over Wilshire Court, did we also take in any of the storm drainage facilities?
Thanks
Brett
fi le://C :\D oc um e nt s%20 and %20S ett ings \bm cc ull y\Loc al %20 Settin gs \Temp\GW}00002.... 11/27/20 02
ITEM
NO.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
ENGINEER'S CONSTRUCTION COST ESTIMATE
WOODCREEK SECTION SEVEN
COLLEGE STATION, TEXAS
OCTOBER 18, 1995
DESCRIPTION UNITS QUANTITY UNIT
PRICE
STREET AND DRAINAGE CONSTRUCTION
Stormwater Pollution Prevention L.S . $6,000.00
Clearing & Grubbing (Incl. Street, Esm'ts & Det.Area) AC. 2.52 1,500.00
Earthwork (Excavation) C.Y. 2250 4.50
Cellulose Fiber Mulch Seeding S.Y. 3495 0.75
6 11 Lime Stabilized Subgrade (5% Lime) S.Y. 3852 2 .75
Extra Lime Ton 26 80 .00
Parking Area Curb L.F. 708 3.50
Layback Curb & Gutter L.F. 1318 7 .00
6 11 Reinforced Concrete Pavement S.Y. 3317 20.00
Concrete Sidewalk & Ramp S.F. 104 2.25
Remove Existing Concrete Sidewalk & Curb S.F. 474 3.50
5' Recessed Inlet Ea. 2 1,800 .00
10' Recessed Inlet Ea . 1 2,500.00
Reinforced Concrete Junction Box Ea. 1 1,500.00
Sloped Concrete Headwall (18" Pipe) Ea. 2 600 .00
Sloped Concrete Headwall (27" Pipe) Ea. 2 850.00
Concrete Flumes (4" Thick) S.F. 1125 3.65
18" RC.P. (C-76 , Cl. III) L.F. 177 24 .00
21" RC.P . (C-76 , Cl. III) L.F. 36 29.00
24" RC.P . (C-76 , Cl. III) L.F. 98 32.00
27" RC.P . (C-76 , Cl. III) L.F . 301 35.00
27" X 15 ° RC.P. Bend E a. 300.00
18" X 45° RC.P. Bend Ea. 2 250.00
Dry Riprap Channel Lining S.Y. 22 30.00
STREET AND DRAINAGE CONSTRUCTION SUBTOTAL
SEWER LINE CONSTRUCTION
Standard 4' Manhole(< 6' Depth) Ea. 2 1,500.00
Standard 4' Manhole (7 .5' Depth) Ea. 1 1,600 .00
6 11 PVC Pipe (SDR 26, D3034)(7.5' Max. Depth) L.F. 569 12.50
4" PVC Service (Type I, 58' Avg. Length) Ea. 5 465.00
4" PVC Service (Type II, 124' Avg . Length) Ea. 4 950.00
4" D.I. Pipe Cl. 52 , Service (Type II, 175' Length) Ea . 2,000.00
Sewer Line Trench Safety L.F. 400 1.25 .
SEWER LINE CONSTRUCTION SUBTOTAL
AMOUNT
$6 ,000.00
3,780.00
10 ,125.00
2,621.25
10 ,593.00
2,080 .00
2,478.00
9,226 .00
66 ,340 .00
234 .00
1,659.00
3,600.00
2,500.00
1,500.00
1,200.00
1,700.00
4,106.25
4,248 .00
1,044.00
3,136.00
10 ,535 .00
300.00
500.00
660.00
$150 ,165.50
3,000.00
1,600 .00
7,112.50
2,325 .00
3,800 .00
2,000.00
500.00
$20 ,337.50
Page 1 f!k-~~ ·~ t1/1'.Q/40f
, .
•;
'.'
ITEM
NO.
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
ENGINEER'S CONSTRUCTION COST ESTIMATE
WOODCREEK SECTION SEVEN
COLLEGE STATION, TEXAS
OCTOBER 18, 1995
DESCRIPTION UNITS QUANTITY UNIT
PRICE
WATERLINE CONSTRUCTION
12" PVC (C900, Cl. 200) L.F . 284 23.00 .
6" PVC (C900, Cl. 200) L.F. 620 13.00
6" PVC (C900, Cl. 200) w/Restrained Joints L.F. 60 18.00
Connect to Existing 12" Water Line L.S . 1 400.00
Standard Fire Hydrant Assembly (Type I) Ea. 1 1,550.00 .
12" M.J. Gate Valve Ea. 1 800.00 .
6" M.J. Gate Valve Ea. 2 325 .00 .
6" X 13" Anchor Coupling Ea. 2 60.00 .
12" X 6" M.J. Cross Ea. 365.00 .
2" Blow-off Assembly w/6" Cap Ea. 340 .00 .
2" Blow-off Assembly w/12" Cap Ea. 350.00 .
16" Mech. Bore & Steel Encasement Pipe (3/8" Wall) L.F. 56 75.00 .
1 Y2'' Copper Services (Avg. Length -81 ') Ea. 9 1,150.00
Water Line Trench Safety L.F. 280 1.00
6" M.J. Plug Ea. 150.00 .
WATER LINE CONSTRUCTION SUB TOT AL
TOTAL ESTIMATED CONSTRUCTION COST
Page2
AMOUNT
6,532 .00
8,060 .00
1,080.00
400.00
1,550.00
800.00
650.00
120.00
365.00
340 .00
350.00
4,200.00
10,350.00
280.00
150.00
$35,227.00
$205,730.00
~ ·1 ';I
I l •
• (I
\
. .
DEVELOPMENT PERMIT
PERMIT NO . 30 9
Woodcreek 7
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
Woodcreek 7
SITE ADDRESS:
not applicable
OWNER:
TAC Realty
Contact: Keith Cuttler
111 Briarcrest #200
Bryan, Texas 77802
DRAINAGE BASIN:
Foxfire Tributary, Basin 6
TYPE OF DEVELOPMENT:
This permit is valid for all site grading and public utilities improvements as shown on the
approved construction documents .
Contractor shall prevent silt and debris from leaving the site in accordance with the City of
College Station Drainage Policy and Design Criteria. Owner and/or contractor shall be
responsible for any damage to existing city streets or infrastructure due to heavy
machinery and/or equipment.
In accordance with Chapter 13 of the Code of Ordinances of the City of College
Station, measures shall be taken to insure that debris from construction, erosion, and
sedimentation shall not be deposited in city streets, or existing drainage facilities .
I hereby grant this permit for development of an area outside the special flood
hazard area . All development shall be in accordance with the plans and specifications
submitted to and approved by the City Engineer in the development permit application for
the above named project and all of the codes and ordinances of the City of College Station
that apply .
s-~~
dministrat presentative
n e.. ~ ~ulTLEfL
Date '
{, / r'3 I qs
Date
Contractor Date
• McCLURE ENGINEERING, INC.----------
October 20, 1995
Mrs. Veronica Morgan, P.E.
Assistant City Engineer
CITY OF COLLEGE STATION
P.O. Box 9960
College Station, Texas 77842
RE: WOODCREEK SECTION SEVEN
REVISED CONSTRUCTION PLANS
Dear Veronica:
Attached please find the following items for the above referenced project:
1. Two (2) Copies of Drainage Report, revised per staff review.
2. Staff red-lined Drainage Report Sheets
3. One (1) set of Construction Plans, revised per staff review.
4. Two (2) staff red-lined sets of Construction Plans
5. Engineer's Construction Cost Estimate
After you have confirmed the revisions to the plans, I will submit additional sets of
construction plans for your use.
If you have any questions, please advise.
MRM/mlm
attachments
1722 Broadmoor , Suite 210 • Bryan , Texas 77802 • (409) 776 -6700 • FAX (409) 776-6699
.... ,
OCT 17 '95 16:23 RDRM CORP. 409 776 6288 ..... . " , ... ~-.. P.2
'.J lJJood~7
PvF
EASEMENT INFORMATION SHEET
(To bfJ fillsd band submitted wilh constructian plan$ and spedlic:a6ons for prelfmlnaly revieW)
Aeqoosted By:. __ ____.· ~~@~i.J._JC,;;;.;.A.o..-;..~~~.--..-..-J ____ _
(1)eparlmentend Namie d Petsort to~
EXT •. ___ _
Type at Easement Pubactddes
-Waterline
~prinlderVauft
-Ota1nage B'--L ~·~~ . Temporaty 1a111\et ~""' Lines == Tempotay Blanket Utifities
(prior" buikfq] permifJ
EJedcioUne
F'lt'e Hydrant
Sanitary Sewer Line
Acceas
Other (specify below)
Special instructions:----__,...------··· .. -... -·---------------
Review and Approval Requlred/eiwo by the following Departmcns:
Approval Requi'ed Sy: __ Elearic Approval Giwen By: _
~,:e~ ~lrilisl)
ra&mat&i ™ 1o se suppr.ea &; APi5flC3HE
PropertyOwnet(s}; · Edward ,A. Uvacek, Jr. and wife, Beatrice G~ Uvacek I™ mUit&aJIOdias ftiQj appear tin thid6«9
Eleca1c
War.er/WN
City E~neer
Address: 8601 Creekview Coy-rt Phone Number: (409) 693-5408
College Station, ·Texas 77845
All Lenders· NI A --..._,.;..:..;,.;__~---~----------------~-----------~-~----(Name andM6'd#ll)
If Owner is a oorporalion. partnelShip. or jaR ventwe:
1. Stateofl~-----~--~~-~---------~-
2. PartnefS• Names (tapplioable) ----------------
a. Person A&morized to Sign ____________________ _
tegaJ Department must f% pfQCidedw:&~c:
1. A signed, sealad and L1ared metes and ~ de$0t'lption.
2.
3.
4 .
A d"r.a9ram of the ptoperty Showing the loeat.lon ot the easement.
A <XJfri of the corporate resolution or other proof of authority to sign on behalf of the
corporation, partnership, or joint wnrµre, it applicable.
Name, address and phone number at person 'M"lq.is to J~N'e the ~sement and be
responsibleforgettingitexecuted. I'aul Darnutzel, !AC Realty, Inc .• ,
11 ll Briarcrest D't'.ive, Suite 30.0, Bryan, Texas 77802
, ,,
OCT 17 '95 16:23 ADAM CORP . 409 776 6288 P.1
PAULS. DARMITZEL
ATTORNEY AT L>.W
FACSI MILE
~ns-6288
111 1 BRIAACREST OAIVE. SUITE 300
MYAN, TEXAS 77802
TELEPHONE
409-77 6-1 111
CONFIDENTIALITY NOTICE
The documents accompanying this telecopy transmission contain confidential information which is
legally privileged. The information is intended only for the use of the recipient named below. lf you
have received this telecopy in error. please immediately notify us by te lephone to arrange for return
of the telecopied documents to us . You are hereby notified that any disclosure , copying , distribution .
or the taking of any action in reliance on the contents of this telecopi ed information is strictly
prohibited .
TO :
FAX NO.
FROM :
DATE (TIME):
NUMBER OF PAGES :
SUBJECT:
MESSAGE :
FAX COVER SHEET
PLEASE DELIVER IMMEDIATELY
Veronica Morgan
764-3496
Pauls. Darmitzel
October 17 , 1995 (4 :17pm)
2 (INCLUDING THIS COVER SHEET)
PLEASE INFORM SUSAN (409/776·1111) IF ANY PAGES
ARE MISSING OR IMPROPERLY RECEIVED.
T.A.C. REALTY, INC. VEND OR NUMBER~~~~~~~~
I
INVOICE NUMBER DESCRIPTION ACCOUNTING CODE AMOUNT
Application fee for development permit 10996640 100 .00
Woodcreek Section 7
Ii
I -...
DETACH AND RETAIN THIS STATEMENT
The attached check is in payment of items described above . If not correct please notify us promptly.
T.A.C. REALTY, INC. V ENDOR NUMBER --------
INVOICE NUM BER D ESC RIP T IO N ACCOU NTING CODE A MOUNT
Subdivision inspection fee 10996640 300 .00
Woodcreek Section 7
DETACH AND RETAIN THIS STATEMENT
The attached check is in payme nt o f items described above . If not correct please noti f y us promptly .
Figure XII
Application Form
Development Permit
Inside/Outside Established Flood Hazard Areas
City of Co"llege Station, Texns
(re: Ordinance No. 1728)
Site Legal Descr iption: vmJCREEK SECTION SEVEN
Site Address: Intersection of Stonebridge Drive and Stonebrook Drive
1111 Briarcrest Dr. ,
Owner: __ T_'A_C_READ __ ._IT'Y_,_mc __ • ----------~--Address : Bryan, TX 77802
Suite 300
Telephone No.: --'-7~761.l.=.J1u1c...11....L1 _____ _
1722 Broadrroor, Suite
Architect/ Michael R. McClure, P.E., R.P.L.S. Address: Bryan, TX TZ8Q2
210
Engineer: __ McCLURE_· ___ ENG __ INEERING ___ ~, _INC __ ·----~---Telephone No.: ~7.1..7:1.1,;6-~61o!::-7~0~o"-------
P . O. Bo x 3787
Contractor: MADI SON CONSTRUCTION CORPORATION Address : Bry an, Texas 77805-3787
Telephone No.: ___..:.7...:::.6~4-_:7:.....:.7...:::5..::.0 _____ _
Date Application Filed:---------------Approved:------------
Application is hereby ma.de for the following specific waterway alterations: Construction of a P.U.D.
SnlXJjyjsjon on Lick. Creek
Anache<l as part of this application:
60 Application Fee
li{J Signed Certificate
0 Site and Construction Plans, with supporting document:1tion : two (2) copies of each
O Other:
------~------------------~~
ACKNOWLEDGEMENTS :
o f TAC REALTY , INC .
I, Donald A. Adam, President as owner, hereby acknowledge or affirm that:
and supporting documents complies wiht the requirements of Ordinance No. 1728,
~ Oc tob e r 2 0, 19 95
-=------~~----~-~~~ ; Owner, ·TAC REAL TY , INC . b y Donald A. Ad a m, Pres i e n t Date
Date
t? ·~c~o-n-tr~a-c~to-4.;...L.MA~D~I~s ~oN-:-!-.==~~-==~.,......,,:-=:""'=~......,. ........ -----
Oc tob er 2 0, 19 95
Date
b y Mich ael R . J ones,
Page 1of2
;~
·/
I Figure XII Continued
CERTIFICATIONS :
A I, certify that any nonresidential structure on or
proposed to be on this site as part of this application meets flood-proofing requirements as
set out in Section of Ordinance No. 1728
Architect/Engineer Date
B. I, certify that the finished floor level of the lowest
floor, including any basement, of any residential structure as part of this application is or
proposed to be at or· above the base flood elevation as established in the latest Federal
Insurance Administration flood hazard study and maps, as amended.
Architect/Engineer Date
C. I, Mi chael R. Mc'Clure, P .E. , certify that the alterations or development covered
D.
by this permit shall not diminish the flood~rrying capacity of the adjoining waterway or
crossing this permitted site and that such alterations or development are consistent with
requirements concerning encroachments of floodways and of floodway fringes as illustrated
in the latest Fede nsurance Study.
, _ do certify th a t any alterations , addressed in
Cert ificat ion "D '! do not raise the level of 100-year flood as referred to Certification "B".
~--
Architect/Engineer Date·
REVIEWED FOR APPROVAL: -----=-----------Flood pl a i q Administrator Date
APPROVAL: Special conditions or comments as part of approval: ----------
\
\
\
\
?C!?u 1 Je.JP
l ~?J?pooM
a c
REALT Y, INC. October 3 , 1995
VIA HAND-DELIVERY
Ms. Veronica Morgan
City of College Station, Development Services
1101 Texas Avenue
College Station , Texas 77840
RE: TAC Realty, Inc. -Woodcreek Section 7
Dear Ve ronica :
Enclosed are the following items relative to the dra inage easement on the s outh end of
Woodcreek Section 7 :
1. Easement Information Sheet.
2 . Letter agreement with Mr. and Mrs. Edward Uvacek, Jr., the parties who own the
land which will be covered by the drainage easement .
As you w ill note , the enclosed letter agreement contains the agreement by M r . and Mrs .
Uvacek to execute a 15' wide drainage easement in favor of TAC Realty , Inc. and/or the City of
College Station .
I understand that you will subm it the enclosed information to the C ity's legal department for
preparation of the easement. My further understanding is that the enclosed letter agreement will
allow TAC to obtain a building permit prior to production and execution of the actual drainage
easement document.
Please let me know if you have any questions or if you need any additional information .
PSD/sc
Enclosures
cc: Donald A. Adam (w/encl.)
Ke ith H . Kuttler (w/encl.)
Mike Jones (w/encl.)
Mike McClure (w/encl.)
Sincerely,
~
Paul S . Darmitzel
1111 Briarc rest Drive/ Su ite 300 /Brya n , Texas 77 802 / (409) 77 6-1111 /Fax (409) 776-6288
Sa les Office: 1008 Woodcreek Drive I Coll ege Station , Texas 77845 I (409) 696-5688 /Fax (409) 693 -3469
EASEMENT INFORMATION SHEET
(To be filled In and submitted With ccnstruction planS and specifications for preUminB.fy review)
Requested By: ____ ~....,;;;..o..Rl>_/J_IC_A_:....~----~---....._J _____ _ EXT. ____ _
(Department and Name of Pernon to Conta<.ij
Type of Easement: Public utilitles
-Wat.etline
Electric line
Fife Hydrant
Sanitary Sewer Line
Access
_ ~~Vault .SZ:-Drainage
Temporary Blanket Elecbic Lines == Temporary Blanket Utilities
Other (specify below)
(prior to buiMng pNmit)
Specialin.5truetions: ________ • ___ ~---~---~--------------
Review and Approval Required/Given by the following DepartmGots:
Approval Required Sy: __ Electric Approval Given By: ~
JNsterJWW (p/H$e lnlti¢J
~City Engineer
lntoonaton 6eiOW to 6e supplied 6Y APJ)iiCaii:
Property<>wner(s): Edward A. Uvacek, Jr. and wife, Beatrice G. Uvacek vvm ml.iitbti@ady as th6Y ~ Ol'l tfl(i &tH::t)
Electric
Water/WN
City Engineer
Address: 8601 Creekview Court Phone Number. (409) 693-5408
College Station, Texas 77845
If Owner is a corporation. partnefShip. ()(joint ventt.Ke:
1. Stateoflncorporation/Registration_~-~-~~-~~~-~~~~-
2. Partners' Names (If applicable) -----------------
3. Person Authorized to Sign ___ ~---~----------------
{N:w>e ancJ Trtft1}
1.
2.
3 .
4 .
A sig~. sealed and dated metes and bounds description.
A d"tagram of the property showing the location of the easement.
A copy Of the corporate resolution or other proof of authority to sign on behalf of the
corporation, pannership, or joint venture, it appficable.
Name, address and phone number of person Who.is to receiVe the easement and be
responsibleforgettingitexecuted. Paul Darm1tzel, TAC Realty, Inc.,
1111 Briarcrest Drive, Suite 300, Bryan, Texas 7780 2
ac
REALTY, INC.
Mr. and Mrs. Edward Uvacek, Jr.
8601 Creekview Court
College Station , Texas 77845
RE: Woodcreek Subdivision
Dear Mr. and Mrs . Uvacek:
September 22 , 1995
This letter will set forth our agreement concerning certain matters relative to your property
adjacent to Woodcreek Section 7.
Subject to performance of your agreements set forth below, TAC Realty, Inc. ("TAC") will
construct , at TAC's sole cost and expense, a concrete spillway for Woodcreek Lake South in
substantial accordance with the plans attached to this letter and labeled as "Schedule I". Subject
to delays beyond the reasonable control of TAC, such as inclement weather and shortages in
materials , TAC agrees to construct the spillway within thirty (30) days after the date upon which you
accept this letter.
In considerat ion for the agreements of TAC set forth in the immediately preceding paragraph,
you shall execute , acknowledge and deliver to TAC and/or the City of College Station, Texas , a
fifteen foot (15') wide drainage easement in form acceptable to TAC and the City of College Station
covering the property described and depicted on "Schedule II" to this letter. Such easement shall
permit construct ion by TAC of an eighteen inch (18") storm drain and related facilities within such
easement. TAC agrees to construct such drainage line and facilities so as to include an unpaved
passageway over such drainage line and facilit ies which is at least twenty feet (20') wide and is
otherwise suitable for the passage by cattle across such drainage easement. You warrant and
represent that you are the owners of the property to be covered by such drainage easement.
H:\corresp\sep95\0905ta1 .ltr
1111 Briarcrest Drive/ Suite 300 /Bryan. Texas 77802 I (409) 776-1111 I Fax (409) 77(X)288
Sales Office: 1008 Woodcreek Drive/ College Station, Texas 77845 I (409) 696-5688 I Fa x (409) 693-3469
Mr. and Mrs. Edward Uvacek , Jr.
September 22, 1995
Page 2
If the foregoing correctly sets forth our agreement, please sign below in the space provided
and return a fully executed original of this letter to TAC.
s::7 ·. ~·
~ Keith H. Kuttler
Executive Vice President
AGREED AND ACCEPTED:
~~~ '--~~ . ;,/?2 ~ d
Edward Uvacek, Jr. ~ 4
KHK/sc
Attachments
cc: Donald A. Adam
Brad Adam
Paul Darmitzel
Mike Jones
H :l corresplsep9510905ta 1.ltr
,,
SCHE DULE I
I
I
l \ I _;,..
! : , .
I !.'/ ; 1 : .
I 1
-·-···~----'··-·-... .;. ··--···•-. -: ... ··-· ··-· '. ___ ; ___ ~---·· · · ___ 0o_o_p_~-~-~ ..... · ~--.
L A I:.€ . (_Sov:.-i{ J .
·-· ____ . __ : __ __; __ ... ·--___ .; ____ _
. ;
I_ I • • --,-----.----
I ;·--··':---·-:·--·· ··-·-:·
~---1.-.. ---····-··
to"+-• . . I ! '
! -! ~L,~~;;~~!-+1 _...._----1'-~1,__~-+---ti--+-_.~1_.:._-:.._~
. /~~,/ti·~ ! · i I
. ~ .
. ··---· ~ -· -·--·--·---· --· -----.. -·--· , ....... ,. _ _,_ -·-· . : .
. . .. __ ,,,. .. ---. ~-.··-·-----·.---·-------···
··-··-· ... 1•····--·----~--.-----· -·--·-·. ·-··-·--...
. . . ·-· . -·· ·-·-· .. ,--:--.-·------~------· ........
··--:--·-----------.---~-..;._---,..-----·--··-· -
---··----·--~--.------·-.--·.-···--.
··-·-··-"· .. ----------··-·.·-·--<·-· ................. .
··-··----------.--.---.... ___ . -·-----------·-··
.-........... .. :----··.----· -----.------·-
I
I
I
Drajnage Re port
FOR
WOODCREEK rv SECTION SEVEN
VICINITY MAP
NTS
June, 1995
(Revised October 11, 1995);
Prepared By:
McClure Engineering, Inc. .
1722 Broodmoor Drive, Suite 210
Bryan, Texas 77802
( 409) 776-6700
I
CERTIFICATION
I, Michael R. McClure, Registered Professional Engineer No.
32740, state of Texas, certify that this report for the drainage
design of WOODCREEK SECTION SEVEN, was prepared by me in accordance
with the provisions of the City of College Station Drainage Policy
and Design standards for the owners thereof.
INTRODUCTION
TABLE OF CONTENTS
WOODCREEK SECTION SEVEN
PRIMARY DRAINAGE BASIN DESCRIPTION
GENERAL CONCEPT
TABLE A
CONCLUSION
EXHIBITS
F.E.M.A. FLOOD MAP EXCERPT
DRAINAGE COMPUTATIONS
HEC-1 COMPUTER RUN
DRAINAGE AREA MAP
CURB CAPACITY CHART
OVERFLOW DITCH CAPACITY
TRIANGULAR HYDROGRAPH ROUTING
PAGE NO.
1
1
2
4
4
"A"
"B"
"C"
"D"
"E"
"F"
"G"
INTRODUCTION:
Final Drainage Analysis
for
Woodcreek Section Seven
In keeping with the drainage plan submittal requirements of the City of College Station
Storm Water Management Plan, this drainage analysis is prepared to demonstrate that the
proposed subdivision is planned within the guidelines of the Storm Water Management
Ordinance.
PRIMARY DRAINAGE BASIN DESCRIPTION:
The proposed site is located in the WOODCREEK SUBDIVISION in the southern portion
of College Station along the western line of Stonebridge Drive and Stonebrook Drive,
approximately 200 feet from the Rock Prairie Road intersection. The site is contiguous to
Woodcreek Section One to the north and Woodcreek Section Six to the West. To the south of
the site is an undeveloped parcel and agricultural land.
The site is wooded with 2 % to 3 % slopes. Some grading has been conducted south of
the site with the construction of Stonebrook Drive. Offsite storm water flows across this site
from the northwest, but the flow is not concentrated (See Exhibit "D", Portions of Drainage
Areas 1, 2A, 7, & 9). The site drains primarily into Lick Creek, a major tributary of Carter's
Creek.
The future Rock Prairie Road realignment intended to eliminate the offset at State
Highway Six will affect · the drainage of this subdivision. The new alignment will tend to allow
the storm water flows from this development to go toward the Foxfire Tributary of Carter's
Creek through the existing Woodcreek and Foxfire Subdivisions. Because of the location of the
subdivision on a drainage divide, this may seem natural, but is in fact a diversion of a fairly
significant amount of drainage into an existing developed drainage way. This diversion should
be avoided.
Another factor of notice is the lack of a storm drain system in the Stonebrook Drive Right
of Way. During the design of Stonebrook Drive, the designer argued that because of a lack of
outfall, he could not provide a storm drain. There is no drainage report on file at the City of
College Station for this section of the Woodcreek project, but the communications file for the
project shows that the engineer computed quantities of gutter flow which are well in excess of
the curb capacity. This fact controlled the design of the project.
The proposed Woodcreek Section Seven is not located in a 100-year flood hazard area
according to the F.E.M.A. Flood Insurance Rate Maps for Brazos County, Texas and
Incorporated Areas, Map Number 48040C0205 C, effective July 2, 1995 (See Exhibit "A").
GENERAL CONCEPT:
The flows will be divided as shown on the attached Drainage Area Map (See Exhibit
"D"). The areas flowing to the existing ditch line along Rock Prairie Road (Drainage Areas 1 -
8) continue to flow to this point. The drainage area flowing in the gutter lines of Stonebrook
Drive are denoted as Drainage Areas 6 & 8 (See Exhibit "B"). Note that the total drainage area
to flow down Stonebrook is lessened by the grading of Wilshire Court. Drainage Areas 1, 2A,
2B, and 3 are intercepted by the storm drainage system built with this section and conveyed to
-2 -
the detention area. Drainage Areas 5 and 7 flow to the detention pond without interception in
the storm drain system. Drainage Areas 4 , 6 , 8, and 9 will bypass the detention area. The
detention area will outfall via a proposed 18" pipe in a Public Drainage Easement to the north
ditch line of Rock Prairie Road. The future improvement of Rock Prairie Road must
incorporate a storm drain system to convey this flow to Lick Creek.
The area defined as Drainage Area 9 will not have an increase of impervious cover and
will not be altered by this project .
Per the City of College Station Storm water Management Ordinance the 10 -year storm
will be confined to the curb lines (See Exhib it "E" for Street Capacity Data) of proposed the
Wilshire Court, and the 100-year storm will be controlled within the rights-of-way and easements
(See Exhibit "F" for the Overflow Section Design) and will flow to the proposed detention pond
and Rock Prairie Road ditch line .
The proposed pond is sized to detain the five , ten, twenty-five, and one hundred year
storms, such that post development flow is less than or equal to the predevelopment flow . See
Table "A" for peak flow data at the Study Point , located at the Rock Prairie Road ditch line.
Note that the peak discharges for each storm event have been significantly reduced at the study
point. This is because the Drainage Areas 4 and 6 are allowed to bypass the pond and have a
shorter time of concentration and a higher "C" value than their predeveloped condition .
Drainage Areas 1, 2A , 2B , 3 , 5 , and 7 are detained , thereby increasing their time of
concentration. This fact is demonstrated in Exhibit "G". Table "A" is generated for these areas
by summing the flows from both controlled and uncontrolled areas. The flows shown as
"Existing Flow" in Table "A" are computed in Exhibits "B" and "G".
-3 -
DATE:
TO:
ATTN:
9/14/95
McCLURE ENGINEERING, INC.
1722 Broadrnoor, Suite 210
Bryan, Texas 77802
(409) 776-6700
FAX 776-6699
TRANSMITTAL LETTER
DEVELOPMENT SERVICES DEPARTMENT
CI TY OF OJLLEGE STAT ION
SAMANTHA
ATTACHED PLEASE FIND:
One (1) s et o f the City's r eview pl ans for the WOOCCREEK SECTION SEVEN
OJNSTRUCTION PLANS for your use in approving the proposed drainage
easement.
THESE ARE TRANSMITTED TO YOU FOR THE FOLLOWING REASON:
For Approval xx Your Use Revisions Made
xx As Requested For Review and Comment
Returned after Loan to Us
RECEIVED BY:
DATE:
SIGNED BY: !fl .(Y}C(;~
MICHAEL R. McCLURE, P.E., R.P.L.S.
The pond will have excellent access from Wilshire Court and is designed with low
maintenance outlet structures (standard sloped headwall, 18" R.C.P., 10' earthen weir, and a 5'
wide berm with 4: 1 side slopes). The pond as designed will have .5' of free board for the 100-
year storm, and no flows in the overflow weir during the 100-year storm. The attached HEC-1
computer printout (see Exhibit "C") shows how the pond will function in the event of the design
storms. The ability of HEC-1 to handle multiple triangular hydrographs is limited. For this
reason, an Excel worksheet (Exhibit "G") was created to simulate the various storm events. The
results computed in Exhibit "G" compare very well to the routing computed in HEC-1 (Exhibit
"C").
STORM
(Yr.)
Routed Flow
(cfs)
TABLE A
Bypass Flow
(cfs)
Total
(cfs)
Ex. Flow
(cfs)
=================================
5
10
25
100
CONCLUSION:
9
10
10
11
3
3
4
5
12
13
13
15
16
19
21
27
The drainage plan outlined above satisfies the requirements of the City of College Station
Storm Water Management Plan. The proposed infrastructure has been properly sized and the
peak discharge from the proposed development has been reduced for the full range of storm
events thereby lessening the impact on downstream facilities.
-4 -
\
Braz.OS count)'
Uni n corporated Areas
48 \ \ 95
zoNE x
•
)
0
CilY of co\\<g< S tatio n ~ 48 0083 ~
(0
City of Colle ge Station
480083
/~/
r ~ ;.······· .··~ '--"" ....
CJ
\ ·.
0
Drajnage Re port
FOR
WOODCREEK rv SECTION SEVEN
VICINITY MAP
NTS
June. 1995
(Revised October 11, 1995)
Prepared By:
McClure Engineering, Inc.
1722 Broadmoor Drive, Suite 210
Bryan, Texas 77802
(409) 776-6700
CERTIFICATION
I, Michael R. McClure, Registered Professional Engineer No.
32740, State of Texas, certify that this report for the drainage
design of WOODCREEK SECTION SEVEN, was prepared by me in accordance
with the provisions of the City of College Station Drainage Policy
and Design Standards for the owners thereof.
INTRODUCTION
TABLE OF CONTENTS
WOODCREEK SECTION SEVEN
PRIMARY DRAINAGE BASIN DESCRIPTION
GENERAL CONCEPT
TABLE A
CONCLUSION
EXHIBITS
F.E.M.A. FLOOD MAP EXCERPT
DRAINAGE COMPUTATIONS
HEC-1 COMPUTER RUN
DRAINAGE AREA MAP
CURB CAPACITY CHART
OVERFLOW DITCH CAPACITY
TRIANGULAR HYDROGRAPH ROUTING
PAGE NO.
1
1
2
4
4
"A"
"B"
"C"
"D"
"E"
"F"
"G"
Final Drainage Analysis
for
Woodcreek Section Seven
INTRODUCTION:
In keeping with the drainage plan submittal requirements of the City of College Station
Storm Water Management Plan, this drainage analysis is prepared to demonstrate that the
proposed subdivision is planned within the guidelines of the Storm Water Management
Ordinance.
PRIMARY DRAINAGE BASIN DESCRIPTION:
. The proposed site is located in the WOODCREEK SUBDMSION in the southern portion
of College Station along the western line of Stonebridge Drive and Stonebrook Drive ,
approximately 200 feet from the Rock Prairie Road intersection. The site is contiguous to
Woodcreek Section One to the north and Woodcreek Section Six to the West. To the south of
the site is an undeveloped parcel and agricultural land.
, The site is wooded with 2 % to 3 % slopes. Some grading has been conducted south of
the site with the construction of Stonebrook Drive. Offsite storm water flows across this site
from the northwest, but the flow is not concentrated (See Exhibit "D", Portions of Drainage
AreasJ, 2A, 7, & 9). The site drains primarily into Lick Creek, a major tributary of Carter's
;
Creek.
The future Rock Prairie Road realignment intended to eliminate the offset at State
Highway Six will affect the drainage of this subdivision. The new alignment will tend to allow
the storm water flows from this development to go toward the Foxfire Tributary of Carter's
Creek through the existing Woodcreek and Foxfire Subdivisions. Because of the location of the
subdivision on a drainage divide, this may seem natural, but is in fact a diversion of a fairly
significant amount of drainage into an existing developed drainage way. This diversion should
be avoided.
Another factor of notice is the lack of a storm drain system in the Stonebrook Drive Right
of Way. During the design of Stonebrook Drive, the designer argued that because of a lack of
outfall, he could not provide a storm drain. There is no drainage report on file at the City of
College Station for this section of the Woodcreek project, but the communications file for the
project shows that the engineer computed quantities of gutter flow which are well in excess of
the curb capacity. This fact controlled the design of the project.
The proposed Woodcreek Section Seven is not located in a 100-year flood hazard area
according to the F.E.M.A. Flood Insurance Rate Maps for Brazos County, Texas and
Incorporated Areas, Map Number 48040C0205 C, effective July 2, 1995 (See Exhibit "A").
GENERAL CONCEPT:
The flows will be divided as shown on the attached Drainage Area Map (See Exhibit
"D"). The areas flowing to the existing ditch line along Rock Prairie Road (Drainage Areas 1 -
8) continue to flow to this point. The drainage area flowing in the gutter lines· of Stonebrook
Drive are denoted as Drainage Areas 6 & 8 (See Exhibit "B"). Note that the total drainage area
to flow down Stonebrook is lessened by the grading of Wilshire Court. Drainage Areas 1, 2A,
2B, and 3 are intercepted by the storm drainage system built with this section and conveyed to
-2-
the detention area. Drainage Areas 5 and 7 flow to the detention pond without interception in
the storm drain system. Drainage Areas 4, 6, 8, and 9 will bypass the detention area. The
detention area will outfall via a proposed 18" pipe in a Public Drainage Easement to the north
ditch line of Rock Prairie Road. The future improvement of Rock Prairie Road must
incorporate a storm drain system to convey this flow to Lick Creek.
The area defined as Drainage Area 9 will not have an increase of impervious cover and
will not be altered by this project.
Per the City of College Station Storm water Management Ordinance the 10-year storm
will be confined to the curb lines (See Exhibit "E" for Street Capacity Data) of proposed the
Wilshire Court, and the 100-year storm will be controlled within the rights-of-way and easements
(See Exhibit "F" for the Overflow Section Design) and will flow to the proposed detention pond
and Rock Prairie Road ditch line.
The proposed pond is sized to detain the five, ten , twenty -five, and one hundred year
storms, such that post development flow is less than or equal to the predevelopment flow. See
Table "A" for peak flow data at the Study Point, located at the Rock Prairie Road ditch line.
Note that the peak discharges for each storm event have been significantly reduced at the study
point. This is because the Drainage Areas 4 and 6 are allowed to bypass the pond and have a
shorter time of concentration and a higher "C" value than their predeveloped condition.
Drainage Areas 1, 2A, 2B , 3, 5, and 7 are detained, thereby increasing their time of
concentration. This fact is demonstrated in Exhibit "G". Table "A" is generated for these areas
by summing the flows from both controlled and uncontrolled areas. The flows shown as
"Existing Flow" in Table "A" are computed in Exhibits "B" and "G".
-3 -
The pond will have excellent access from Wilshire Court and is designed with low
maintenance outlet structures (standard sloped headwall, 18" R. C. P., 10' earthen weir, and a 5 '
wide berm with 4:1 side slopes). The pond as designed will have .5' of free board for the 100-
year storm, and no flows in the overflow weir during the 100-year storm. The attached HEC-1
computer printout (see Exhibit "C") shows how the pond will function in the event of the design
storms. The ability of HEC-1 to handle multiple triangular hydrographs is limited. For this
reason, an Excel worksheet (Exhibit "G") was created to simulate the various storm events . The
results computed in Exhibit "G" compare very well to the routing computed in HEC-1 (Exhibit
"C").
STORM
(Yr.)
Routed Flow
(cfs)
TABLE A
Bypass Flow
(cfs)
Total
(cfs)
Ex. Flow
(cfs)
=================================
5
10
25
100
CONCLUSION:
9
10
10
11
3
3
4
5
12
13
13
15
16
19
21
27
The drainage plan outlined above satisfies the requirements of the City of College Station
Storm Water Management Plan. The proposed infrastructure has been properly sized and the
peak discharge from the proposed development has been reduced for the full range of storm
events thereby lessening the impact on downstream facilities.
-4-
-..___/'
• !)
Braz.OS count)'
Unincorporated Areas
48 \ \ 95
zoNE. x
,
)
City of Coll«' Stat;on ~ 480083 ~
C0
City of College Station
480083
'I /!
~\\
\ \
\\
ol)
\ ·.
Drajnage Re port
FOR
WOODCREEK rv SECTION SEVEN
VICINITY MAP
NTS
June, 1995
Prepared By.
McClure Engineering. Inc.
1722 Broadmoor Drive, Suite 210
Bryan, Texas 77802
( 409) 776-6700
INTRODUCTION
TABLE OF CONTENTS
WOODCREEK SECTION SEVEN
PRIMARY DRAINGE BASIN DESCRIPTION
GENERAL CONCEPT
TABLE A
CONCLUSION
EXHIBITS
F.E.M.A. FLOOD MAP EXCERPT
DRAINAGE COMPUTATIONS
HEC-1 COMPUTER RUN
DRAINAGE AREA MAP
CURB CAPACITY CHART
OVERFLOW DITCH CAPACITY
PAGE NO.
1
1
2
4
4
II A II
llB"
11cn
llD11
II E"
II Fii
..
INTRODUCTION:
Final Drainage Analysis
.!Q.r
Woodcreek section seven
In keeping with the drainage plan submittal requirements of
the City of College Station Storm Water Management Plan, this
drainage analysis is prepared to demonstrate that the proposed
subdivision is planned within the guidelines of the Storm Water
Management Ordinance.
PRIMARY DRAINAGE BASIN DESCRIPTION:
The proposed site is located in the WOODCREEK SUBDIVISION in
the southern portion of College Station along the western line of
Stonebridge Drive and Stonebrook Drive, approximately 200 feet from
the Rock Prairie Road intersection. The site is contiguous to
Woodcreek Section one to the north and Woodcreek Section Six to the
West. To the south of the site is an undeveloped parcel and
agricultural land.
The site is wooded with 2% to 3% slopes.
been conducted south of the site with the
Some grading has
construction of
Stonebrook Drive. Offsite stormwater flows across this site from
the northwest, but the flow is not concentrated (See Exhibit "D",
Portions of Drainage areas 1, 2A, 7, & 9) . The site drains
primarily into Lick creek, a major tributary of carter's Creek.
The future Rock Prairie Road realignment intended to eliminate
the off set at state Highway Six will affect the drainage of this
subdivision. The new alignment will tend to allow the stormwater
flows from this development to go toward the foxfire Tributary of
Carter's Creek through the existing Woodcreek and Foxfire
Subdivisions. Because of the location of the subdivision on a
drainage divide, this may seem natural, but is in fact a diversion
of a fairly significant amount of drainage into an existing
developed drainageway. This diversion should be avoided.
Another factor of notice is the lack of a storm drain system
in the Stonebrook Drive Right of Way. During the design of
Stonebrook Drive, the designer argued that because of a lack of
outfall, he could not provide a storm drain. There is no drainage
report on file at the City of College Station for this section of
the Woodcreek project, but the communications file for the project
shows that the engineer computed quantities of gutter flow which
are well in excess of the curb capacity. This fact controlled the
design of the project.
The proposed Woodcreek Section Seven is not located in a 100-
year flood hazard are according to the F.E.M.A. Flood Insurance
Rate Maps for Brazos County, Texas and Incorporated Areas, Map
Number 48040C0205 c, effective July 2, 1995 (See Exhibit "A").
GENERAL CONCEPT:
The flows will be divided as shown on the attached Drainage
Area Map (See Exhibit "D "). The areas flowing to the existing
ditch line along Rock Prairie Road (Drainage Areas 1 -8) continue
to flow to this point. The drainage area flowing in the gutter
-2-
lines of Stonebrook Drive are called Drainage Areas 6 & 8 (See
Exhibit "B") • Note that the total drainage area to flow down
Stonebrook is lessened by the grading of Wilshire Court. Drainage
Areas 1, 2A, 2B, 3, & 5 are intercepted by the storm drainage
system built with this section and conveyed to the detention area.
Drainage Areas 4, 6, 7, 8, & 9 will bypass the _detention area. The
detention area will outfall into a proposed improved ditch line
offsite of the subdivision in a Drainage Easement. The proposed
/
improved ditch line will convey the flow to the ditch linep of Rock
Prairie Road. The future improvement of Rock Prairie Road must
incorporate a storm drain system to convey this flow to Lick Creek.
Drainage area 9 is the only area affected by this subdivision
which does not flow to Lick Creek. The area defined by drainage
area 9 will not have any proposed impervious area and will not be
altered by this project.
Per the City of College Station Stormwater Management
Ordinance the 10-year storm will be confined to the curb lines (See
Exhibit "E") of proposed the Wilshire Court, and the 100-year storm
will be controlled within · the rights-of-way and easements (See
Exhibit "F") to the proposed detention pond. The proposed pond is
sized to detain (post development flow <= predevelopment flow) the
five, ten, twenty five, and one hundred year storms. See Table "A"
for peak flow data at the study Point, the ditch line to Rock
Prairie Road at the subdivision Boundary. Note that the peak
discharges for each storm event has been significantly reduced at
-3-
the study point. This is because the drainage areas allowed to
bypass the pond (Areas 4 , 6 , & 7) have a shorter time of
concentration and a higher "C" value than their predeveloped
condition. Drainage Areas 1, 2A, 2B, 3 and 5 are detained, thereby
increasing their time of concentration. Table "A" accounts for
these areas by summing the flows from both controlled and
uncontrolled areas. The pond will have excellent access from
Wilshire Court and is designed with low maintenance outlet
structures (standard sloped headwall, 18" RCP, 10' earthen weir,
and a 5' wide berm with 4:1 side slopes). The pond as designed
will have .7' of free board for the 100-year storm, and no flows in
the overflow weir during the 100-year storm. The attached HEC-1
computer printout (see Exhibit "C") shows how the pond will
function in the event of the design storms.
TABLE A
STORM Routed Flow Bypass Flow Total Ex. Flow
(Yr.) (cfs) (cfs) (cfs) (cfs)
5 9 7 16 16
10 10 8 18 18
25 10 9 19 21
100 11 11 22 27
CONCLUSION:
The drainage plan outlined above satisfies the requirements
of the City of College Station storm Water Management Plan. The
proposed infrastructure has been properly sized and the peak
discharge from the proposed development has been reduced for the
-4-
full range of storm events thereby lessening the impact on
downstream facilities.
-5-
--___/.
• !)
Bra2os count)'
Unincor porated Areas
48 \ \95
zoNE x
•
.. ·
)
City of Coll«' Station ~ 480083 ~
~
City of College Station
480083
pro\ect LOCO''°" I I /I
\' ,,
~
\
~ 409 776 6699 MCCLURE ENGR I NC x P . 01
~) w4 1P~
McCLURE ENGINEERING, INC .-------
January 16, 1996
Mrs. Veronica Morgan, P.E.
Assistant City Engineer
CITY OF COLLEGE STATION
P.O. Box 9960
College Station, Texas 77842
RE: WOODCREEK. SECTION SEVEN
SUBGRADE TESTING/FIELD CHANGE
Dear Veronica:
Now that the proposed private street (Wilshire Court) for the above referenced
project in WOODCREEK has been cut to grade and proof-rolled, Berger Materials, Inc .
has inspected and tested the subgrade (see attached test data).
Adding lime to this material is not beneficial; consequently, we have recommended
to the Owner that the subgrade be compacted to 95 % Standard Proctor Density and that
the construction operations continue with the placement of the 6" thick reinforced concrete
pavement on the compacted subgrade . The minimum steel reinforcement shall be No. 4
bars placed at 14" O.C.E.W.
Should you have questions or wish to discuss our proposed field change, please do
not hesitate to call.
Very truly yours,
MRM/mlm
attachment
1722 Broadmoor , Suite 210 • Bryan, Texas 77802 • (409) 776 -6700 • FAX (409) 776-6699
z 409 776 6699 MCC LURE ENGR INC P.02
BME, INC.!Geotechnical and Materials Engineers
P.O. Box 5008 /Bryan, Texas 77805 I Tel: 409/846-2781
MOISTURE/
DENSITY TEST
TO: Mr Mike Jones
Madison Construction
POBox8787
Bryan TX 77805
DATE: 10.Jan-96
PROJECT NO.: 95064
REPORT NO.: 10
PROJECT: Woodcreek Sec VII· College Station TX
COPIES:
DESCRIPTION OF MATERIAL: Tan Clayey Sand
MOISTURE-DENSITY
TEST METHOD : ASTMD 1557
MOISTURE CONTENT. %:
UNIT DRY WEIGHT, pcl':
PASSING200SIEVE. %:
LIQUID LIMIT,%:
PLASTICITY INDEX:
pH
OPTIMUM .MOISTURE,%:
MAXIMUM DENSITY, pct:
8.2
116.8
30
19
7
10.8
121.7
BERGER MATSRIALS ENGINEERING, INC •
...... um ol'tbo llillDI for •homlho)'...,. ~latd ud opn •ab' Im tho uq>loo l.oot.d •"'"" !Do,..-S. 'IM,y otw Dot ictitD4od
~ prodlld:ii . n.. Ult olaa ,..._ -,_iv. our pl'lot wrbtn epprvuL
$ McCLURE ENGINEERING, INC.--------
January 16, 1996
Mrs. Veronica Morgan, P.E.
Assistant City Engineer
CITY OF COLLEGE STATION
P.O. Box 9960
College Station, Texas 77842
RE: WOODCREEK, SECTION SEVEN
SUBGRADE TESTING/FIELD CHANGE
Dear Veronica:
~--. . . . . ' J~tl 1 7 \9 ~Eit6~V£-0 ·· · '\
Now that the proposed private street (Wilshire Court) for the above referenced
project in WOODCREEK has been cut to grade and proof-rolled, Berger Materials, Inc.
has inspected and tested the subgrade (see attached test data).
Adding lime to this material is not beneficial; consequently, we have recommended
to the Owner that the subgrade be compacted to 95 % Standard Proctor Density and that
the construction operations continue with the placement of the 6" thick reinforced concrete
pavement on the compacted subgrade. The minimum steel reinforcement shall be No. 4
bars placed at 14" O.C.E.W.
Should you have questions or wish to discuss our proposed field change, please do
not hesitate to call.
Very truly yours,
MRM/mlm
attachment
1722 Broadmoor , Suite 210 • Bryan , Texas 77802 • (409) 776 -6700 • FAX (409) 776-6699
,,
BME, INC./Geotechnical and Materials Engineers MOISTURE/
DENSITY TEST P.O. Box 5008 /Bryan, Texas 77805 I Tel: 409/846-2781
TO: Mr Mike Jones
Madison Construction
POBox3787
Bryan TX 77805
DATE: 10-Jan-96
PROJECT NO.: 95064
REPORT NO.: 10
PROJECT: Woodcreek Sec VII -College Station TX
COPIES:
DESCRIPTION OF MATERIAL: Tan Clayey Sand
MOISTURE-DENSITY
TEST METHOD: AST.MD 1557
MOISTURE CONTENT, %: 8.2
UNIT DRY WEIGHT, pcl': 116.8
PASSING 200 SIEVE, %: 30
LIQUID LIMIT, %: 19
PLASTICITY INDEX: 7
pH
OPTIMUM MOISTURE, %: 10.8
MAXIMUM DENSITY, pcl': 121.7
BERGER MATERIALS ENGINEERING, INC~
uM... u. oltho cllant for wham U..,......., obtAl.nad and opp~ onlr lo tho Mmploo tooted •odlvr lnll,pod<ld . 1'10,V an oot mt.it>dod
nticol pnxlud>o . n.. uoo olrur nomo muot ..-lvo om prior wrlttn •PP""'"L
TOTA L F'. 0 2
l2 ~ 12"
I 1/2 11
. A
. 0 -
2u -------~ . .d
<I
<I . ·. ..
LAY-DOUN CURB DETAIL
,·
BRAZOS CURB AND CONCRETE \
Route 7 .Box 7515
· Brenham,... Texas 77833 Lq~,.1 ~c..IA.v/z_ ·
'(409) 830-1338
Mobile (713) 254-0007
-'.i5
t:J ......
(J)
0 z n
0 z
U)
-I ;;o c n
-I ......
0 z