Item 4Q - Preliminary Plat & PlansAug 31, 2022 — 12:50pm
C:\Users\david\Spry Surveyors, LLC\Spry Surveyors — Documents\projects\022 Educational and Religious\022-048 Highland Terrace-101 E Highland St —Sou thIake\30—Plat\ spry —Highland Terrace preliminary plat edit.dwg
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Total
Less
Trees Net
Tree
Trees
Trees
R.O.W
of R.O.W.
%
Saved Trees O
131
-
131
63.59
dD = 35'10'29"
Marginal Trees 0
1
-
21
10.20
I
R = 122.00'
CHB = N 53 5955" E
CHD=73.73'
A = 74.90'
HIGHLAND AVE.
�-
— — — S 880248" E 128.41'
Trees to be Altered O
70
16
54
26.21
1
UMT-
f
30' B.L. /
222
16
206
100■00
0.0244 R.O.W. D
DOC. N0. D
DICATION
13310969
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ID.R.T.C.T.
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NJ. 5' U.E.
DOC. NO. D2101481
p.R.T.C.T.
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Tree Canopy Coverage
PQ
i
2
Total site area
299,377
s.f.
I,
AOTE11
EM
R of
oCIG
Total existing canopy
58,295
s.f.
--> 19.47 o �0
N
M
W
I RET
INE
BY CHUROH
Preserved tree canopy
(green)
36,921
s.f.
--> 63.33%
v
Q)
m
Possible preserved tree
canopy
(yellow)
2,938
s.f.
--> 5.04%
Z
Mi
PLAYGROUN
Removed tree canopy (red)
18,436
s.f.
--> 31.63%
I
CPI
58,295
s.f.
-> 100.00%
F�-1
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HAND
4
$
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BUILDING
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IN. SERVICE
Planner: SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Landscape Architecture
' 1130 N. Carroll Ave., Ste. 200
Southlake, Texas 76092
817-424-2626
29 MAR 22
10' LANDSCAPE AND WALL
MAINTENANCE EASEMENT
10' LANDSCAPE AND WALL
MAINTENANCE EASEMENT
E. HIGHLAND STREET
(R. 0. W. VARIES)
1/2" IRF w/CAP i
I AREA SURVEY"(C.M.)
I I I
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I j--------- — — — — — — — — 35' B.L. I
— — I
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JOHN A. AND I I
CO HELEN L. MADDEN
N VOL. 6521, PG.621 I I
I
W D.R.T.C.T.
I I
o LOT 3 LOT 4 LOT 6 '
W. W. HALL 687 W. W. HALL 687 W. W. HALL ALL 687 W W HALL 687
ADDITION I
I ADDITION ADDITION
ADDITION
DOC. N0. D214064889 DOC. N0. D214064889 DOC. NO D214064889 DOC. NO. D214064889 j
I P.R.T.C.T. P.R.T.C.T. P.R.T.C.T. P.R.T.C.T.
I
I I
I I
I
I I
I
I 15' D.E.
o^ DOC. NO. D214064889 I
I 4b P.R.T.C.T. , „ , -DOC. N . D.C.T. 889 I
tio N 89 26 32 E 256.16 P.R.T.C.T. 1
- - - - - - - - - - - - - - - - - - - - ------------------- --------------------
N89 39'38" E 118.51' �\``L`' -------------------------------------------— — — — — — — — — — — — — ------------------
== �I/2" IRF W/CAP
/2"IRF ( -M -- LETBACLOC.
- -- - --- - ------ -- -'
- - --- -- --- -- -- I�LBS 3946"(C.M.)
- - - - - --------------------
I--- -----------------
.5' U.E WOOD FENCE 1 I _ _ — —
15' DRG. & U.E. r
1 35' REAR 0. D21P.R.T.C.
1 8766 1 I 15' SAN. SEW. ESMT. DOC. N0. D21205281 I
N P.R.T.C. .1 I
rJ- p 4' RE R S BAC 1 _ i 1 i_ -_ 1 I I DOC. N0. D21205281
P.R.T.C.T. P.R.T.C.T.
f 5" DFOR PEAR 1 I ^
I
(per 14 L 1 Q I " BRAD F D PEAR 1 rl i Ln
HA BERR i1 I LOT 14 LOT 15
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ELM I I I I
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D212052819
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P E 24" PIN 2 PI E "' 114 ELM 20" INE 18" PINc 22� PIN 20" E('A C. N0. ,)21014 7 6 "+2X7" ELM
CONC. - f 1 P. T.C.T..I L- - - - - - - ------------------
A-- -: _T..,��. �I'. ". 4.CKBERR 6" CEDAR
DAR
2" IRS 2 PIN _ _ _ _ _ 4" CEDAR 21" PIN 22" PINE I — — 7" ACAN-6" — — 11" E;AN� P PA Y — 5. CED R —}-- 1 �" HACK R r 1 "ELM _ 19_ELM 1 — — — — — — —
Y 4 — 2X ELM —------- — -- --- — —~r BAR— -'— liA 1 IAK 5`HA — --- — — — 19"+ --M — — — — --5r- — — —18 PECAN l
— — 1 "OAK _ ---J R
1 PASSING A' 377.83' HA^.KBERRY 89 *251 Y 567, 7 10"+-X5" CEDAR 7' — — — —
P..—_v------------------------------- --- —
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r--------------------------- ---- ------ ----- ----------
A 1 '�' 'iF� � --------- 1/2" IRF W/CAP
CONCRETE WALL 1 / ^ I I "LBS 3946"(C.M.)
10' U.E. 1 I 10' U.E. BLOCK 1, CHAPEL DOWNS
CAB. A, SLIDE 386 I I CAB. A, SLIDE 386 CAB. A, SLIDE 386 P.R.T. C.T.
P.R.T.C.T.
1 I I � P.R.T.C.T.
w i i LOT 6 LOT 5 LOT 4 LOT 3 LOT 2
1 : LOT 7 1 I
yj I I
ml LOT 1
Ld i I
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I � 5' U.E. 40' B.L.— — — — — — — --------
1 / CAB. A, SLIDE 86
I
P.R.T.C.T. I
CAB. A, SLIDE 386
P. .T.C.T.
as
N T R,
12"MP OFtP�`� — RO N
to
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Tree Preservation Plan
9
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Chapel at Highland
Southlake, Tarrant County, Texas
0
0
1
W o
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LEGEND
SCALE 1" = 60'
mmi
0 30 60 120
m
= R = s1•2"10----- - - - E. HIGHLAND STREET - ----- ---
'0-
DRAINAGE AREA
2'"
(R. 0. W. VARIES) -_-
S
N 535955"E
CHD =73.73
A = 74.90'
/2" IRF w/CAP
I
AREA SURVEY"(C.M.)
30' B.L.
I
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7,5° U.E.
DOC. NO. D210148766 I
P,R,T,C.T,° I
I
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I
� JOHN A. AND
REMAINDER OF I
HELEN L. MADDEN
LOT 1R1, BLOCK 1
VOL. 6521, PG.621
I ASSEMBLY OF GOD
W D.R.T.C.T.
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PLAYGROUND
4" PVC PI AREA �
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CONC.
® PROPOSED 4'
b b g g CONCRETE FLUME
12" MP
CONIC.
PAVEMENT
NATURAL
CITY BM 6 ��/ GROUND
ELEV-681j54' �f �r
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PROPOSED
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0 yAXISMINA11111
N 89 39'38" E 118.51 '
- - - -EMI IMf ! ■A LNLKyI - -
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664
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za
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1/2" IRS CAP -- - - - - - - -
SPRY 47
56
-- PASSING -- 3'
A" 1/2 I
CONCRETE
WgLL
i
10° U.E. I
1
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CAB. A. SLIDE 386
P,R,T,C.T, I
LOT 7
II
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STORM DRAIN SYSTEM DESIGN CRITERIA & CALCULATIONS
NAM
I
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35' B.L.
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---------------
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LOT 3 LOT 4
LOT 5
I
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LOT 6
W.
W. HALL 687 W. W. HALL 687 W.
W. HALL 687
W W HALL 687
ADDITION ADDITION
ADDITION
ADDITION
DOC.
NO. D214064889 DOC. NO. D214064889 DOC.
NO. D214064889
DOC. NO. D214064889
I
I
P.R.T.C.T. P.R.T.C.T.
P.R.T.C.T.
P.R.T.C.T.
I
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V4a,-L01JV Dl5 0w R15U�1�115�1SOdRIM ELEV.=65 .01'
P o
DOC. NO. D214064889 FL 6" E(OUT) 643.56'
P,R,T,C.T, r FL 6" W(IN)- 43.65'
15' D.E.
DOC. N0. D214064889
�o
, „ P.R.T,C.T.
N 892632 E 256.16 FL 6" N(IN)_ 43.75' ------,_----------------.t-
-- -- -- - --� ----- -----"-f-----
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- - - - - - - - - - - - - - - - - - - - !- - - - - - - - - - - -
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- - - - - - - - - - - - - - - -
5' FENC
DOC. N , 766 I
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15' SAN, Si* ESMT, 15' DRG. do U.E.
DOC. NO. D212052819
DOC. NO. D212052819
II
P,R, T,C. T, P,R, T,C. T.
I I
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3 II 4 I
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LOT 14
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LOT 13
FP 0 I FP 647.8 `Y
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A
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PROPOSED 3'
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DROP INLET
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PROPOSED 10' Lj
OPEN SPACE
CURB INLET -
U LOT 20
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FP 647
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10' u.E. RI �C11 1 CHAPE
PROPOSED E P.R.T.C.T.
P.R,T.c.. GRATE INLETS
LOT 6 T5
MINIMUM INLETS SIZE IS 10 FEET. MAXIMUM VELOCITY IN I
PIPE IS 15 FEET PER SECOND. MAXIMUM VELOCITY IN
EARTHEN CHANNELS IS 6 FEET PER SECOND (ASSUMING i
BERMUDA GRASS),
0.2'
HYDRAULIC SECTIONS:
6" CURB '
I
Use Mannings Formula with:
In = 0.035 Earth Channels and Ditches
In = 0.015 Concrete Pavement and Culverts I
In = 0.013 Concrete Conduits i
I
STREET CAPACITY (MIN SLOPE OF 0.757)
31' B-B W/ 6" CURB AND 2Z STRAIGHT CROWN:
Q(STREET) = 507=So`5 = 507(0.0075)0'S = 43.9 CFS
Q(R.O.W.) = 665=S0.5 = 665(0.0075)0.5 = 57.6 CFS
FP 645.4
A9
------------
PROPOSED 4'
DROP INLET
1, \
Z EXIST. 4' DROP INLET
o AND 30" RCP DRAINS TO
DETENTION POND (ALL ITEMS
DESIGNED FOR FULL COMMERCIAL
DEVELOPMENT OF UPSTREAM
LOT 11 PROPERTY)
(100 DESIGN CAP - 46.5 CFS)
(SEE PLANS FOR CHELSEA PARK)
b% a u.E.
N0. D212052819
T,C. T,
- - J - - - - - - - - - -
P.O.B.
1/2- IRF W/CAP
"LBS 3946"(C.M.)
LOT 3
50' RIGHT-OF-WAY
30'F-F CONCRETE STREET
15,
I
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_ 27, I
6" CURB
2'/. STRAIGHT SLOPE CROWN
I
TYPICAL i
- 1v WAIF PA\/FKAFNIT '�,FrTmi i
N.T.S.
STREET CAPACITY
N (CONCRETE) = 0.015
AREA = 10.50 SO, FT.
WETTED PERIMETER = 31.0 FT
RH = A/PW = 0.339 FT
Q (MANNING'S EQUATION) = 507-So.S
R.O.W. CAPACITY
N (CONCRETE) = 0.015
N (GRASS) = 0.035
N(COMPOSITE) = 0.021
AREA = 18.5 SO. FT.
WETTED PERIMETER = 51.0 FT
RH = 0.363 FT
0.5
Q (MANNING'S EQUATION) = 665=S
DRAINAGE DIVIDE
FLOW DIRECTION ARROW
DRAINAGE AREA COMPUTATIONS
BASIS:
TIME OF CONCENTRATION:
0 -
CIA (Rational Method)
Combination of inlet time and
time of flow in the droin
0 -
Storm discharge (cubic feet per second)
being the time for water to
flow over the surface of the
C -
runoff coefficient, based on land use
ground to the storm droin inlet
(onsite • offsite, if applicable)
I -
overage roinfoll intensity for time of concentration
(inches per hour) (per ISWM 2006)
MINIMUM INLET TIME OF CONCENTRATION:
A -
area contributing runoff (acres)
RUNOFF COEFFICIENT:
Porklond, Undeveloped Land
20 minutes
Residential, Single Family
15 minutes
C -
0.30 Unimproved Areas
Commercial, Business
10 minutes
C -
0.52 Single Family Residential (holf-oc lots)
C -
0.80 Commercial
STORM
FREOUENCY:
5 Years - Enclosed Pipe System
100
Years - Combined Enclosed Pipe System • Street •
R.O.W.
L 6' D. E. I L-Li
�I I�
I
I
4I
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D
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6 _ I
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FLUME CAPACITY
N.T.S.
RETAINING
WALL
FLUME HYDRAULICS
WIDTH = 4'
0100 = 11.0 CFS
SLOPE = 1.25/.
N = 0.013 (CONCRETE)
D = 0.37'
VEL = 7.4 FT/S
OCAP = 17.5 CFS (6" DEPTH)
=NOTE: HYDRAULIC CALCULATIONS BY FLOWMASTER
INLET
CAPACITY CALCULATIONS
CURB/DROP OPENING INLET IN SUMP:
O/L . 3.OY 312
Where:
0
- Storm Drainage Discharge (cfs)
L
- Length of Inlet Opening (ft)
Y
- (Depth of flow of Opening)
(ft)
For
10' Curb Inlet in sump:
6"
Depth (curb depth): Ocop -
10.6 cfs
8"
Depth (ROW depth): Ocop -
16.3 cfs
For
2' Drop Inlet:
6"
Depth: Ocop - 8.5 cfs
9"
Depth: Ocop - 15.6 cfs
For
3' Drop Inlet:
6"
Depth: Ocop - 12.7 cfs
12"
Depth: Ocop - 36.0 cfs
For
4' Drop Inlet:
6"
Depth: Ocop - 17.0 cfs
12"
Depth: Ocop - 48.0 cfs
For
3' Grote Inlet in sump-
( -assume 50/ open due to Grote)
6"
Depth: Ocop - 6.3 cfs
8"
Depth: Ocop - 9.8 cfs
DEVELOPED SITE
DRAINAGE
DATA
MARK
AREA
( AC )
C
Tc
( M I N .
I5
) ( I N/HR)
I100
( I N/HR)
05
(CFS)
0100
(CFS)
COMMENTS
Al
0.31
0.52
1 5
4.86
7.98
0.8
1 - 3
TO
REAR YARD GRATE INLET
A2
1 .47
0.80
1 0
5. 74
9.24
6.8
10.9
TO
PROPOSED 4' CONCRETE FLUME
A3
0. 36
0. 52
1 5
4.86
7. 98
0.9
1 .5
TO
PROPOSED 4' CONCRETE FLUME
A2+A3
1 .83
0. 75 1
1 5
4.86
7. 98
6. 7
1 1 . 0
TO
PROPOSED 4' CONCRETE FLUME & 3' DROP INLET
A4
0.46
0.52
1 5
4.86
7.98
1 .2
1 .9
TO
REAR YARD GRATE INLET
A5
0.37
0.52
1 5
4.86
7.98
0.9
1 .5
TO
REAR YARD GRATE INLET
A6
0.36
0.52
1 5
4.86
7.98
0.9
1 .5
TO
REAR YARD GRATE INLET
A7
2.01
0.52
15
4.86
7.98
5.1
8.3
TO
10' CURB INLET
A8
1.00
0.52
15
4.86
7.98
2.5
4. 1
TO
3' DROP INLET
A9
0.53
0.52
15
4.86
7.98
1 .3
2.2
To
4' DROP INLET
Al ... A9
6.87
0. 582
1 5
4.86
7.98
1 9.4
31 .8
TOTAL TO EXIST. 4' DROP INLET ( <46.5 CFS OK)
1 ) WEIGHTED
RUNOFF
COEFFICIENT =
[1 . 47 (0. 80)+0. 36 (0. 52
) ] /1 .83
= 0.74
2) WEIGHTED
RUNOFF
COEFFICIENT =
[1.47(0.80)+5.40(0-52)1/6.87
= 0.58
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