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1202 S. White Chapel Road Suite A
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outhlake, Texas 6092 817 -SRS -9397
DATE: OCT. 31, 2011
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TARRANT COUNTY, TEXAS 76012
OY9Sft: MAW 6ROJP 11P I
914 UP9COM®
T 96104
91] -849 -8316
A°PLIOAM: RO6Ht(SCIP)9LAKE
13415. WIRE LHAPEL ROAD, 5111E A I
SOVfHLAKE, lE%AS 16093
1a: G1- 49B994t
FA%: BA -251 -9205
lill% BLAKE ARCHITECTS
1202 S. White Chapel Road Suite A
S p
outhlake, Texas 6092 817 -SRS -9397
DATE: OCT. 31, 2011
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1202 S. White Chapel Road Suite A
Southlake, Texas 76092 817 - 488 -9397
DATE: OCT, 51, 2011
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2513 SOUTHI BLVD.
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TARRANT COUNTY, TEXA5 76092
OWNER: MAW 6RdJP LLP
914 UP5GOM6
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1202 5. WHITE LHAPE- POPD, SJITE A
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HIT- 488-0341
F PX 81-81 -3205
'® BLAKE ARCHITECTS
1202 S. White Chapel Road Suite A
Southlake, Texas 76092 817 - 488 -9397
DATE: OCT, 51, 2011
5HEET 5 OF 5
5L''iLDIN6 'B - NO '- ELEVATION
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WATERMERE AT SOUTiLAKE AD
CAB. A. SLIDE 21EI P, R. T. C. T.
LOT 3, BLOCK 1
WAT._RMERE AT SOUTH AKE ADDITIO, .
CAE. A, SE.DE 1146: P. R_TC_T_
VO'_ 11279, PG. 468 D, R.T C. T_
PRE-DEVELOPED SITE DRAINAGE DATA
MARK AREA C T. 12 Ito 1100 42 DID 0100
(AC) (MIN_) (I_G, TIN /H R) (INIHR) <—, (eFSI ( ^FS)
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T (CREEK)
RATIONAL METHOD CIA = Q
DEVELOPED SITE DRAINAGE DATA
ARK AREA C T. ;2 DO 02 GIG Q100
(AG) (MIN_) DN /H I) IIN'LR__ON1HN' I—) (OFSI N'
A l I.00 0.06' IC 4.71 6.51 9.24 3.1 4.3 6.1 BYPASSES DETENTION
A2 2 26 0.66• 10 4.71 6.51 9,24 7 G 9.7 13.8 TO DETENTION
RATIONAL METHOD CIA = Q
RAINFALL INTENSITIES PER CITY OF FORT WORTH (ISWM)
RUNOFF COEFFICIENT FOR UNIMPROVED AREAS - 0.30, FOR DRIVES. WALKS AND ROOFS C = 0.90)
-FOR SIMPLICITY, WE HAVE USED A CONSERVATIVE RUNOFF COEFFICIENT FOR THIS SITE EQUAL TO THE FOLLOWING:
FROM SITE PLAN, 4D% OF SITE 15 LANDSCAPED AND 60% IS MPERVOUG. CONSIDERING THE TXGOT RIGHT -OF -WAY
GRAINS TO THIS SITE AND IS NOT USED IN THE SITE PLAN CALCULATION, THIS IS A VERY CONSERVATIVE ESTIMATION
C (AVERAGE) _ [0.40(3.26)(0.30) + 060(3.26)(0.90)]3.26 H 0.661
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(DEDICATED AS A
WATERMERE AT 101
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OETENTI UP CALCULATIONS:
SITE SHALL BE DESIGNED SUCH TH i POST - DEVELOPED RUNOFF
HE SITE DOES NOT EX CEED DEVE TOPEO RUNOFF AI OfIIGNED
PER BY GSWW FOR WATERMERE (C-D.50 FOR THIS PROPERTY,
0100 PRE = 15.6 CFI
POND DESIGN:
0100 ALLDWABLE LEAVING POND = OPRE-OBYPASS - 15,6 - 6.1
0100 TO POND - .
AREA = Q - 2,26 ACRES
C AV = 0.66
TC = 10 IN
LEGEND
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\ 690 \ PROICDIl ELEVATION CONTOUR
FLOW DIRECTION
DRAINAGE DIVIDE
DETENTION POND CALCULATIONS
(MODIFIED RATIONAL METHOD)
PONDPACl/ VERSION 9.0 WAS USED TO DETERMINE CETENTION POND
CAPACITY NEW EVENTS AND OUTFALL STRUCTURE DESIGN -
FAN
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E AO M x :N . LIDING
ALL wF < FT. DI,MFTIP IN AETDRDnIII.11. =T.ND.RD 1 DF
_
CONSTRUCTION MATERIALS AND METHODS SHALL BE PER NCTCOG
D _ BDTTIN IN ALL = NITIRY SEER NAI.OLES
ITY D1.11 —1-1 lI ITIIFTI All TO .1
ACT.D AND
T _ CONSTRUCTED PER H 5 FE n
S. - LIlTS All 11 — 1 — SO TIAT TESTS
-_
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- STANDARDS AS AMENDED BY THE C 1 TY OF SOUTHLAKE
OF
THE
DESIGN STANDARDS AND DETAILS. WHICH ARE THE DETAILS
L NIT BECN wCRH UNTIL I- CF 1.UTRLAXI LAI APPRC,ED ALL
TR•
INCLUDED AND MADE A PART OF THESE DRAWINGS.
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SLIEET
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C1.03