HomeMy WebLinkAboutDrawings11
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Firm #F-1443
12/14
VERONICA J.B. MORGAN
.....................................
77689
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PROJECT BENCHMARK:
Square "X"
cut in top west corner of concrete
light
PARKING LOT
pole base (SW pf 3rd
base). X=
559355.08, Y= 202014.54, Elev=
288.00
11
*=1
Firm #F-1443
12/14
VERONICA J.B. MORGAN
.....................................
77689
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SSONAL ENG
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.. _ STORM DRAIN
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INLET PROTECTION
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3204 Earl Rudder Freeway South
~ College Station, Texas 77845
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- — -.-- - --- - - Main Phone: 979.260.6963
www.mitchellandmorgan.com
SILT FENCE ASSEMBLY
DATE
DETAIL N0.
CrrYOFBRYAN 72 B/CS:UNIFIED CrrcOFCou.EGESTnnD,
AUG..
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T.979.260.6963
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MITCHELL
511 UNIVERSITY DRIVE EAST
SUITE 204
COLLEGE STATION, TX 77840
PLAN & DESIGN SPECIALISTS IN
I VA:
A
CIVIL ENGINEERING • HYDRAULICS
hq'h',
HYDROLOGY * UTILITIES * STREETS
SITE PLANS -SUBDIVISIONS
MORGAN
www.mitchellandmorgon.com
Firm #F-1443
12/14
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VERONICA J.B. MORGAN
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SS/ONAL EAG
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ISSUED: AUGU T 12, 2014
REVISIONS
Revision No.
REVISION TO GRADES AND DRAINS 08/12/14
Director Drawn By
VJBM
Designer Quality Control
JUJ, JTB VJBM, JJM
Proj. Engineer
JTB
PROJECT•
1428.00
SHEET TITLE
GRADING & EROSION
CONTROL PLAN
SHEET NO.
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`•.. `:. .... :� : • ... acs -,• ��� .
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& 5�''• Cub ...... SAND BASED SOD
as " _ TIFWAY 419 OR
e ce - TIFWAY SPORT
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Continuous 4 HDPE DOUBLE \
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4 d . Class B Concrete �r
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�.T 3 Bars @ 12 O. C. E. W.
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FRENCH DRAIN
. Varie ..
„,...• Field bend reinforcement wire
G and tie to proposed reinforcement
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F/L. NOT TO SCALE _
End of Pipe
• For Payment
SECTION AA
— NOTE:
Joint as Required
:•' CONTRACTOR SHALL USE SAND BASE SOD ON THE FIELD TURF. ITg
(• o - SHALL BE TIFWAY 419 OR TIFWAY SPORT OR APPROVED EQUAL.
Firm #F-1443
12/14
OF
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VERONICA J.B. MORGAN
....................................
77689
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SS�aNAL ENG
VV
ISSUED: AUUT.12,2014
REVISIONS
Revision No. `
REVISION TO GRADES AND DRAINS 08/12/14
Director Drawn By
VJBM
Designer Quality Control
JUJ, JTB VJBM, JJM
Proj. Engineer
JTB
PROJECT•
1428.00
SHEET TITLE
GRADING & EROSION
CONTROL PLAN
40
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PROJECT BENCHMARK 1: Top of firehydrant operating nut north of
main entrance gates. X= 558877.12, Y= 201754.2, Elev= 288.58
CONCRETE
PARI• ir- I nT -
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2"X4" WIRE MESH
FASTENED TO T -POST
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SEDIME
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CONTROL
FASTENED SECURELY TORIC
T -POST & WIRE MESH
�I
4 R QU RED TO AS S^ OFA FILTER FABRIC TO EXTEND
MAINTAIN INTO TRENCH AND BE ANCHORED
SPACED 6' APART WITH COMPACTED.BACK FILL
I
ALLOW 2:5' TO 5' AT TOE OF
SI<TFENCEAND/OR SLOPE FORSEDIMENTTO
HAY SALES TO BE ACCUMULATE, ALIGN FENCE:
USED AREAS OF ALONG SLOPE CONTOURS.
ORAINAGEFLOW /
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4"
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4"X4" MIN. TRENCH
20"
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SILT FENCE ASSEMBLY
DATE DETAIL NO.
OF BRYANB/CS UNIFIED Ory OF COMECESrA-TION
AUG. 2012 STANDARD DETAIL SWPP1.03'
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V L K IA R C H IT E C T S
VLK Architects, Inc.
7915 F.M. 1960 West, Suite 214
Houston, Texas 77070
Main Phone: 281.671.2300
www.vlkarchitects.com
Mitchell & Morgan, LLP
TBPE NO F-1443
3204 Earl Rudder Freeway South
College Station, Texas 77845
Main Phone: 979.260.6963
www.mitchellandmorgan.com
Firm #F-1443
12/14
OF TF -r
CO.-* y�
*: :*
................................
VERONICA J.8. MORGAN
..................................
77689
STe
SS�ONAL ENG
ISSUED: AUGU T '12, 2014
Revision No.
REVISION TO GRADES AND DRAINS 08/12/14
Director Drawn By
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