Item 6B - Plansy Pt 4u
LOT 4, BLOCK A - I
TIFFANY ACRES I ,:, y �,'�'���' LOT Y
3, �
I 388-121, PG. 33 � TIFFANY -ACRES Q�
m
P.R.T.C.T. _a�-.w VOL: 388-121, PG. '•33 F-
EX ZONING = AG z P.R.T.C.r! rr W
L.U.D. = MEDIUM DENSITY RESIDENTIAL
_ -X ZONING � � � J _ In
I DAAA� FLOOD PL,4
LOT 9, BLOCK 3 Y I A
SIENA PHASE THREE
CAB. Q A SLIDE 8352 "
P�R.T.C.T.Cc) u]
EX ZONING = SF20A I 39.37
L.U.D. = MEDIUM � N 8' PEDESTRIAN
DENSITY RESIDENTIAL N Z 1 ACCESS EASEMENT %(
• m I LOT 5 \ 24' COMMbN
31,204 SF \ ETAL FENCE — 2 ACCESS EASEME
\ I ON TOP OF 0 -
;. �w I / �� RETAINING WALL 12'x12' —
O LO
— —
zi
N89 07'06"W 234.86' \
I
LOT 10, BLOCK 3
-ZIENA PHASE THREE 100 YEAR
Ia..' 'CAB. A, SLIDE 8352 \ \ � FLOODPLAI
P R.T.C.T.
I
EX ZONING - SF20A O YEAR \ \ L.U.D. = FLOOD PLAIN \ \ FLODWAY \
I /
_ r
/ I
1 � I
LOT 11 .I. _> /
SIENA PHASL THREE I N�
CAB. A, SLIDE 8352
P.R.T.C.I.
_EX ZONING = SF20A
- L.U.D. = FLOOD PLAIN
1 � �m-
/ W I ci m
-' LO I Q
I O Im
O c� m
-: — m
I
I / I
COMMON AREA #1 I I
SIENA PHASE THREE II
/ CAB. A, SLIDE 8352 '
P.R.T.C.T.
EX ZONING - SF20A
L.U.D. = FLOOD PLAIN I I
i
I i
SUMMARY CHART - BUFFERYARDS
LOCATION
LENGTH
BUFFERYARD
WIDTH - TYPE
CANOPY
TREES
ACCENT
TREES
SHRUBS
FENCE / SCREENING
HEIGHT & MATERIAL
NORTH
REQUIRED
387'
10' - F1
11
21
28
NONE
PROVIDED
76a
10' - F1
3
6
8
NONE
SOUTH
REQUIRED
582'
10' - D
23
29
105
NONE
PROVIDED
582'
10' - D
23
29
105
NONE
EAST
REQUIRED
405'
15' - T
16
20
73
NONE
PROVIDED
405'
15' - T
16
20
104
NONE
WEST
REQUIRED
510'
10' - F2
21
41
61
NONE
PROVIDED
510'
10' - F2
21
41
61
NONE
a. PROVIDED BUFFERYARD LENGTH HAS BEEN REDUCED TO ACCOMMODATE A VARIANCE
FOR PROPOSED BUILDINGS.
b. EXISTING TREES HAVE BEEN COUNTED.
NOTES:
1. SPECIFIC PLANT TYPES AND LOCATIONS ARE SUBJECT TO REVIEW BY THE LANDSCAPE
ADMINISTRATOR DURING THE BUILDING PERMIT APPLICATION PROCESS. CREDITS FOR A
REDUCTION IN REQUIRED PLANT MATERIALS, AS SPECIFIED BY CITY ORDINANCE, WILL BE
DETERMINED DURING THIS BUILDING PERMIT PROCESS.
2. A MINIMUM OF 50% OF ALL CANOPY TREES PLANTED ON THE SITE MUST BE 2" IN
CALIPER AND 50% MUST BE 4" IN CALIPER. THIS INCLUDES PLANTINGS IN
BUFFERYARDS AS WELL AS INTERIOR TO THE SITE.
3. ACCENT/UNDERSTORY TREES ARE REQUIRED TO BE A MINIMUM OF 6' IN HEIGHT WHEN
PLANTED.
4. ALL PLANT MATERIALS ARE TO BE MAINTAINED IN PERPETUITY.
\
CREEK FLOI LINIIIE
RETAINING W
ly
I�
100 YEAR FL6PLAIN I
& FLOODPLAIN
EASEMENT \
T- 100 YEAR FLOODWA�\ \
� \ T
LOT 4
57,223 SF
METAL FEN j 2
ON TOP 0 \ \COti
RETAINING WAL
8' PEDESTRIAN \
ACCESS EASEMENT
RETAINING WALL
\-N89023'37"W 373.19' LOT 11R -
JG ALL No 18 ADDITION
INST 211047989
P. .C.T.
i I EX ZONIN = CS
L.U.D. - FLOOD�PL INN
(n - 1,
m �..
D
n . ,
SUMMARY CHART - SITE DATA
it
A AA% - n 'AA
PROPOSED — —
ENTRY
FEATURE
�1171
n9 I•l A\Ar►Ark IT %A/111T11 1
LOT 1
LOT 2
LOT 3
LOT 4
TOTAL IN S—P-1
BOUNDARY
LOT 5 (NO
ZONING CHANGE)
ZONING
(CURRENT / PROPOSED)
S-P-1
S-P-1
S-P-1
S-P-1
S-P-1
S-P-1
S-P-1
S-P-1
S-P-1
S-P-1
1-1
1-1
FUTURE LAND USE
(CURRENT / PROPOSED)
MIXED USE
MIXED USE
MIXED USE
MIXED USE
MIXED USE
MIXED USE
MIXED USE
MIXED USE
MIXED USE
MIXED USE
MIXED USE
MIXED USE
GROSS ACERAGE
2.244 AC
1.310 AC
1.366 AC
1.314 AC
6.233 AC
0.716 AC
NET ACERAGE
2.244 AC
1.310 AC
1.366 AC
1.314 AC
6.233 AC
0.716 AC
% OF SITE COVERAGE
45.2%
27.2%
43.8%
0.0%
31.5%
0.0%
% OF OPEN SPACE
13.3%
16.7%
17.2%
100.0%
33.1 %
100.0%
S.F. AREA OF OPEN SPACE
12,978 SF
9,503 SF
10,247 SF
57,223 SF
89,951 SF
31,204 SF
% OF IMPERVIOUS COVERAGE
86.7%
83.3%
82.8%
0.0%
66.9%
0.0%
S.F. AREA OF IMP. COVERAGE
84,767 SF
47,560 SF
49,239 SF
0 SF
181,566 SF
0 SF
BUILDING USE
BLDG 1 A: OFFICE /
SHOW ROOM / RETAIL
BLDGS 1B & 3: GARAGES
OFFICE RETAIL /
SHOW ROOM
GARAGES
N/A
GARAGES
N/A
FLOOR AREA
44,143 SF
15,548 SF
26,030 SF
0 SF
85,721 SF
0 SF
NUMBER OF STORIES
1
1
1
N/A
1
N/A
MAXIMUM BUILDING HEIGHT
30'-0"
30'-0"
30'-0"
N/A
30'-0"
N/A
REQUIRED PARKING
11 SPACES (1:240 SF)
65 SPACES (1:240 SF)
0 SPACES
0 SPACES
76 SPACES
0 SPACES
PROVIDED PARKING
15 SPACES
64 SPACES
0 SPACES
0 SPACES
79 SPACES
0 SPACES
OWNERS:
WHEELHOUSE GARAGES, LLC
WHEELHOUSE RETAIL, LLC
1313 DANBURY PARKS DRIVE
KELLER, TEXAS 76248
LOT 5 IS NOT TO BE INCLUDED IN THE RE -ZONING AND IS NOT COUNTED TOWARD THE OPEN SPACE OF THE DEVELOPMENT.
DEVELOPER:
GARY R. SHIMMIN
1313 DANBURY PARKS DRIVE
KELLER, TEXAS 76248
PHONE: (559) 871-0684
• --7 P ^ \AA
132.87'R.O.W. L----
DEVELOPER:
ENGINEER:
ARCHITECT:
LANDSCAPE ARCHITECT:
WYNDHAM PROPERTIES
REDINGER GROUP, LLC.
ST. JOHN ARCHITECTS, PLLC
SAGE GROUP, INC.
640 W. SOUTHLAKE BOULEVARD
P.O. BOX 93206
3939 US 80, SUITE 212-B
1130 N. CARROLL AVE., SUITE 200
SOUTHLAKE, TEXAS 76092
SOUTHLAKE, TEXAS 76092
MESQUITE, TEXAS 75150
SOUTHLAKE, TEXAS 76092
PHONE: (817) 307-3600
PHONE: (817) 253-5727
PHONE: (214) 502-4094
PHONE: (817) 424-2626
CONTACT: TERRY WILKINSON
CONTACT: CLAYTON REDINGER
CONTACT: RODNEY ST. JOHN, A.I.A.
CONTACT: CURTIS YOUNG
0 20 40 80
( IN FEET )
1 INCH = 40FT
I
F M• 1-709 cn
Q
MICHAEL
fE
UNION CHUR H
G�
8
1 f /-\ r k I f-\
PROPOSED BUILDING
LANDSCAPE AREA
CONCRETE PAVEMENT
CONCRETE SIDEWALK
REQUIRED BUFFERYARD
PROPOSED 6' DECORATIVE
METAL FENCE
NOTES:
1. TRASH RECEPTACLE
ENCLOSURES ARE TO BE A
MINIMUM OF 8' SOLID MASONRY
SCREEN WALL UTILIZING SIMILAR
MASONRY MATERIALS AS THE
PRINCIPLE BUILDING WITH A
SOLID METAL GATE.
2. ALL PROPOSED PAVING SHALL
BE CONCRETE.
SITE PLAN / PEDESTRIAN ACCESS PLAN
FOR
THE WHEELHOUSE
BEING
6.965 ACRES
TRACTS 6C, 6C01 A, 6CO2 & 6CO3, ABSTRACT 18
OF THE
JESSEE G. ALLEN SURVEY
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
CITY CASE # ZA23-0078
DECEMBER 2023 SHEET 1 OF 1
Buff eryards Summary Chart - 190823
\
00
C,
Location
Length
Bufferyard Width - Type
Canopy Trees
Accent Trees
Shrubs
Fence / Screening Height & Material
Required
387*
10' Type TV
11
21
28
None
North
Provided
71
10' Type TV
**3
6
8
None
Required
582'
10'Type'D'
23
29
105
None
South
Provided
582'
10'Type'D'
23
29
105
None
East
Required
405'*
15'Type'T'
16
20
73
None
Provided
405'*
15'Type'T'
16
20
104
None
West
Required
510,
10' Type T2'
21
41
61
None
Provided
510,
10' Type T2'
21
41
61
None
*Bufferyard length has been reduced to accommodate the shown drives and existing buildings to remain.
**Exist tree credits = 204" = *51- 4" trees
General Streetscape Standard Notes:
1. Specific plant types and locations are subject to review by the Landscape Administrator during the building permit application process.
2. A canopy tree planted on the site must be a mimimum of 2" in caliper and 50% must be 4" caliper - bufferyard and interior planting included
3. Accent / Understory trees are required to be a mimimum of 6' in height when planted.
4. All plant materials are to be maintained in perpetuity.
NOTFE
* The North Bufferyard calculations do not include the area of th
buildings that fall within the bufferyard.
The East bufferyard calculations do not include the driveway
dimensions that cross the bufferyard.
Property Owner:
wheelhouse Garages, LLC
Wheelhouse Retail, LLC
1313 Danbury Parks Drive
Keller, Texas 76248
Developer:
Gary R. Shimmin
1313 Danbury Parks Drive
Keller, Texas 76248
559-871-0084
Architect:
Prism Architects
580 Decker Drive, Suite 170
Irving, Texas 75062
972-714-0420
Attn: Rodney St. John, AIA
Engineer:
Redinger Group, LLC
P.O. Box 93206
Southlake, Texas 76092
817-253-5727
Attn: Clayton Redinger, P.E.
Landscape Architect:
Sage Group, Inc.
1130 N. Carroll Ave., Suite 200
Southlake, TX 76092
817-424-2626
Attn: Curtis Young, AIA
Planner:
400@
18 DEC 23 ill= 40'
0
Legend
Existing Saved Tree O
Interior Landscape Canopy Tree - 4" 0Interior Landscape Accent Tree - 6' Height Min. 0
Interior Landscape Shrub - 3 Gallon Min. O
Groundcover - 4" Containers Min. (12" o.c.)
Seasonal Color - 4" Containers Min.
Bufferyard
6' Decorative Metal Fence
SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Landscape Architecture
1130 N. Carroll Ave., Ste. 200
Southlake, Texas 76092
TEL. 817-424-2626
40' 80'
160'
Summary Chart Interior Landscape - 190823
Required or Provided
Landscape Area (s.f.)
% of area in front or side
Canopy Trees
Accent Trees
Shrubs
Ground Cover (s.f.)
Seasonal Color
Required
10,012
75%
20
40
251
1,510
201
Site
Provided
80,230
44%
95*
40
211,750
258
NOTE: PROVIDED CANOPY TREES INCLUDE (9) PARKING LOT TREES.
NOTE:
The Interior Landscape calculations are based on the I-1 & I-2 Building
101000 S.F. or greater criteria at 15% of floor area.
*Provided Canopy trees include existing trees to be saved.
�O 1T)SOUC (MEASURED CENTER OF PANEL
Decorative Metal Fence 5
Elevation 1/2" = 1'-0"
�
I I y l l l I l l l l l\ ` o< <)\\ c 1 1\
e r -� LOT 4, BLOCK q N I l ` ! \ \ \ -y \ \ \ J G / \ L7 \ \ \
TIFFANY ACRES \ LOT 3, BLOM A-
i
VOL. 388 T.C. PG. 33 I \ \ \- �\ \ w /� fI I 11� LOT 2, BLOCK A .T.C.T. 1� II 11I \ ; `a W \ ` VOLn3 8N-121CPG. 33 I TIFFANY ACRES
EX ZONING = AG ��� + \ \ LL i P-T.C.T. \ \ VOL. 388-121, PG. 33 1 L.U.D. EDIUM DEN`RESIDE�141` / / �I111 l \ \ \ 1 LL \ \10EX ZONIFtG = AG I \ T.C.T. '✓ 7 TIFFA ACRES
LOT 1, DOCK A L _
ZZLv _ \ \ L FL00 IN ! I r r VOL. 38821, PG. 33
�P �� 1 L.UXD. = M XE "EASEMEN'TT
'
FFERYQ Y�-� ` Q v ' EX ZONIN AG 'r
/ L.U.D. = MI D USE
� �i / 1 • I1 V 1 �-
LOT 9, BLOCK 3
SIgE�NA PHAS THREE \ 1
C/ R C3 \8352 1 C t \\ 11 ` I! o , 4 I 1
IX ZONING = SF20A
/ II
L.U.D. =MEDIUM JIN 1\ - 18, . F. I JIB \ \
DENSITY RESIDENTIAL
BUW 50 S
RETAIN I1 71 I,, I _j L \ '�
EXISTING FENCE I / J % I I �' 1 \ ��• r \ \ \ _ J \ C'+
TO BE / 11
MAINTAINED B�' rr 1'725 -� \ L Cl
AUTOMATIC J C
PROPERTY / ei.i� _. i i \" _ i ° I -. �` ''-'
.�.
\ GAGE- � I�
OWNER. ` I 0 1 I �-- \ �, ~ \ \ m (V
REAR •/ /
�-\SETBA \ \
\ \ 84 �� ` �\ 67 \ 1�-, 2�i �r \ -BUIL I�IG 3 22, 6 4 S.F.
) 676 668- \ \ ` \
I \ •t .
670-
1 1LOT�10, Bi 3 \ 672dV
SI11i PHASE 1HREE -a 667
p ,CAIB\A, SLIDE 8�52— 669�'L671 r / \h , r o
X ONT. =T. OA — 6 J I L l
( U.o F%oD PLA�rd \ \ p� �L5 ?67 51 514
\ , -n \ 1 ° 52 511 7
�\ I J �, � � � 53-, 66F-- 1 /52/
�� L66' � 745 0 51FJ —509 AUTOMATIC
�7 6 4
5j4-74)742 o 507 \ G ATE
Q
� y /
-`�08 �504
66
7- \ // r ,5�y 1�50 506A I\3-648 ,1 749� 1 ° �477 -
/ 6 T o BUILDING 2
A n � � -- / I �1 � I �4 � / - 7�8 � 753 � �_ r � r-45�
BUILDING - 16 1 7 S.F. � 15,547 S.F.
\ I 4 �o -
11 5 \
\ I LOT 11, BLOCK 3 �� 6 J 1� / \ —50 4677 461 I
SIENA PHASE THREE
\ / CAB. A, SLIDE 8352 ` \ o o
P.R.T.C.T. 1 �( 638 f �.0 �F I \ I � �\I
EX ZONING = SF20A / / / / Q� 0 490 /� -
\ I L.U.D. = FLOOD PLAIN \ 3�
� � i5���F
75� FE
1 RETAIN I I ( \ l �//55
c� �\ EXISTING FENCE. / I p,� l / 1 •• J / r
\ � TO BE
I \ -MAINTAINED BY
PROPEE� ,,6_ Q 4 J� / 757 °
I J - / / 6341 m �� 77 AUTOMATIC I �^ 1 1
I � —R�- -770 —769> 771-� � GALE / "" ��39
�761 I , 478� - I-453 %
r
\ I / / �1 I r q ► I I 7 3 L501 489 L488� o
1 . °
L
v o \ 7 6- /67 �L76 `/�-�775� . ( 4 , I-4 g 454�
I COMM�N AREA #1 / /� ` �� ILDI -E.F.n r
I I > SIENA PI SE Ti �l I `7 rr�� 11 \ U G 5 ,863 L ., J
CAB. A, SLIDE 83,52 /-_76�759 / l /% l� I�-
I \
J i 11/ EX _ $F20A /� �� \1\\ \ I t
L.l� D. =1 LOOfb 1-480
P/IrAnQ"
622
IN C14
N IG ALL o 1$8��77 \ EB - } 423 4:
- \ \ \ \LL
\ 0 0 Q LL
PROP LU
Landscape Plan
r Ih
�
yr
v
00
7 \
CONCRETE _S
N
-404 SIDEWALK �
\_
SI BM 2
r
SITE SIGN
�0 ° L
00
n �
I
°
\ rc
co
\~v/
\00
� L�3 V
I 1 \
10 MM > ofI
1 w = \
1 \
J
\
O�3
m
J
\ I^ L Q
j Of
\
\N
�S
°
- 5' CONCRETE
SIREWALK
8
°L 15'
y - TYPE 'T'
I \
1
BUFFERYARD
ti0' S
' ° FRONT J
BUILDING-
�
N
429 J
I
1?
I
11
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�,
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�00
Case No. ZA23-0078
1H
Tracts 6C, 6C01A, 6CO2 & 6CO3 Jesse G. Allen Survey, Abstract No. 18 Southlake, Tarrant County, Texas
TREES TO RE
A19RE
S TO REIAA19REES
TO RE
AIgRE
S TO RE
A19RE
S TO REMAIN
Tree #
Size &
FTeeiL-s#
Size &
SpTeei3es#
Size &
SpTeebes#
Size &
Efteies#
Size & Species
403
21" C
D/$5
7" C
AK665
7" C
AK728
10"
AIg65
7" CEDAR
420
7"
AK636
11" MA1,666
29"
AK'29
7" C
AK769
54" OAK
421
12"
MA1,637
5"
AK667
14"
Aq30
8" C
AK770
13" OAK
422
10"
MA1,638
7" C
AK668
21"
AK731
24"
CA1,775
39" OAK
423
7" C
AK639
7" C
AK669
8" C
AK732
6" C
DAR76
32" OAK
424
9" JAK640
8" 9"
OWO
8" C
DA➢i33
29"
1REE78
AI?77
9" OAK
425
17"
MAW41
12" C
DW1
8" C
DA-R39
191,
5" OAK
426
12"
A1642
13$'
MA472
8" C
AK741
7" C
AK779
10" OAK
427
14" 12
OW
15" CI
-.DW3
9" C
AK742
26"
CAW80
10" OAK
431
10" 10
0344
10" 9"
OAR4
10" C
DAM3
21" OAK
528
24" 1
A1645
8" C
DAR75
8" C
AK744
16" OAK
529
9$' C
AK646
20"
VA1676
21"
AIg45
9" OAK
530
18"
A1647
7" C
AK677
5" C
AK746
9" OAK
531
29"
IA1648
8" C
DAR78
7" C
DAR47
8" OAK
617
15"
MA1,649
6" C
AK679
8" C
AK748
7" OAK
618
10"
A1650
7" C
DAR80
6" C
AK749
16" OAK
619
30"
VAI,651
13" C
DA661
loll
AIg50
10" CEDAR
620
6"
AK652
6" C
DA&82
7" C
AK751
10" CEDAR
621
12"
M0553
7" C
AK683
11"
AIg52
16" CEDAR
622
8" C
AK654
10"
A1684
6" C
AK753
24" OAK
623
21"
MA1,655
15"
MA1,685
4" C
AK754
9" OAK
624
6$'
AK656
15" C
DM6
4" C
AK755
9" OAK
625
14" 8"
" MT(
6" C
DA&87
4" CIAK756
11" OAK
627
12"
A1658
5" C
AK688
5" C
AK757
10" OAK
629
8" C
AK659
6" C
AK689
7" C
AK758
12" OAK
630
18" 12
OW
5" C
AK690
13"
AW59
24" OAK
631
12" 9"
O)W1
12"
MAW91
4" C
AK760
13" OAK
632
7" 6"
WK2
9" 7"
OM3
6" C
AK761
10" OAK
633
8" C
AK663
7" C
AK694
14"
AKg63
24" OAK
634
5" qAK664
36"
Aff27
30"'
AR64
5" OAK
Property Owner:
wheelhouse Garages, LLC
Wheelhouse Retail, LLC
1313 Danbury Parks Drive
Keller, Texas 76248
Developer:
Gary R. Shimmin
1313 Danbury Parks Drive
Keller, Texas 76248
559-871-0084
Architect:
Prism Architects
580 Decker Drive, Suite 170
Irving, Texas 75062
972-714-0420
Attn: Rodney St. John, AIA
Engineer:
Redinger Group, LLC
P.O. Box 93206
Southlake, Texas 76092
817-253-5727
Attn: Clayton Redinger, P.E.
Landscape Architect:
Sage Group, Inc.
1130 N. Carroll Ave., Suite 200
Southlake, TX 76092
817-424-2626
Attn: Curtis Young, AIA
Planner:
4000
18 DEC 23 1„ = 40'
0 40'
SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Landscape Architecture
1130 N. Carroll Ave., Ste. 200
Southlake, Texas 76092
TEL. 817-424-2626
80'
160'
TREES TO BE R
OffaES
TO BE REVOIVaES
TO BE REMOVED
Tree #
Size &
pies#
Size &
pies#
Size & Species
404
6" C
DA004
36"
A 7373
27" OAK
405
24"
A1605
loll
AK774
29" OAK
406
21 "
A1606
10" OAK
407
34"
AP607
12" OAK
408
18"
4608
12" OAK
428
15"
DA1,609
41 " OAK
429
6" 6"
OAR10
9" OAK
430
9" 13'
OAX11
9" OAK
439
36"
A1612
9" OAK
440
28"
A1613
15" OAK
450
31 "
DAK514
12" OAK
453
23"
4615
11" OAK
454
8" 6" E
" (TAIC
11" OAK
461
31"
AK517
13" CEDAR
462
36"
AI618
13" OAK
463
36"
A1,519
8" OAK
464
20"
A1620
13" OAK
465
27"
AK521
12" 11" CEDAR
466
19"
0522
18" CEDAR
467
21"
A1623
12" CEDAR
477
36"
A1624
10" OAK
478
10"
0525
15" CEDAR
479
22"
0526
10" CEDAR
480
54"
A627
11" CEDAR
488
30"
A1g40
24" TREE
— / ( J i -W Y 4, CLU(,K . J
489
24"
AK166
6" OAK
TIFFANY ACRE
VOL. 388-121, PG. 33
I
490
22"
AK767
7" OAK
P.R.T.C.T. %
EX ZONING = AG �
�
501
30"
DAiq68
8" OAK
-- — L.U.D. =, IUM-CIEN6LLY ti RE-S0D NTIAL
502
36"
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503
1
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22" OAK
LOT 9, B OCK 3 Lf
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% �R�F.�. . 8352� /
ZONING = SF20A
L.U.D. = MEDIUM
NSITY RESIDENTIAL
RETAIN
EXISTING FENCE.. f
TO BE
MAINTAINED BY
PROPERTY
-
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OWNER.-
r-
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SIENA PHASE THREE
CAB. A, SLIDE 8352
P.R.T.C.T.
L.U.D.ONI FLOODSP OA f \\ � 3 _
7 A RETAIN
EXISTING FENCE. II
I I \ TO BE / ��
-MATNTAIME[, / / 63
f I PROPEPI��- r /
COMM�N AREA #1f
CENA P SE THEE 1
I \ \I I C� B. A, SLIDE $352
\ P.R.�.C.T./
I EX 401111 G /SF2&A—
L.U. = FLU OD/PLAIN r
622
Existing Tree Conservation Plan
Total Less Trees Net Tree
Trees Trees R.O.W of R.O.W. %
Saved Trees 118 - 0 65.82
34.08
Trees to be Altered 61 - 0
179 0 0 100.00
\V 1 *y� \ \ I11T\�- -QI nrK A
1 \
\
I
o IL
LOTS 1-6
Tree Canopy Coverage
Total site area (gross)
Net Site area (less R.O.W.)
Total existing canopy
271,596 s.f.
271,596 s.f.
102,176 s.f. --> 37.62%
Preserved tree canopy (green) 45,776 s.f. --> 44.80%
Removed tree canopy (red) 56,400 s.f. --> 55.20%
102,176 s.f. --> 100.00%
LOT 5
Tree Canopy Coverage
Total site area (gross) 31,123 s.f.
Net Site area (less R.O.W.) 31,123 s.f.
Total existing canopy 10,638 s.f. --> 34.18%
10,638 s.f. --> 100.00%
NOTE:
Lot 5 will be required to meet the requirements of the Tree
Preservation Ordinance in effect at the time of lot development.
LOT 1, BLOCK A `-
1 TIFFA 'ACRES `� 7 i Q I I
1VOL. 3821, PG. 33 o w W
8- I ^ \
P.R.T. .T. '� �
EX ZONING a = AG -� U_
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Case No. ZA23-0078
1H
Tracts 6C, 6C01A, 6CO2 & 6CO3, Jesse G. Allen Survey, Abstract No. 18 Southlake, Tarrant County, Texas
4 5 6
0
Cn
14
30' - 0" 13
2 2
r IF
3
j, "
D
O
SOUTH ELEVATION BLDG 1
1 /16" = 1'-0"
C
NORTH ELEVATION BLDG 1
1 /16" = 1'-0"
6
EAST ELEVATION BLDG 1
1 /8" = 1'-0"
i
i
i
i
i
i
i
i
-----------------------
o----------
ARTICULATION PLAN - FRONT
1 /8" = 1'-0"
0
P&Z-1.1 4 v
32'-0" ).-0"
14'- 4"
L J
-UNITUNITS UNIT _3 UNIT UNIT UNIT UNIT
A-116 A-115 q-114 ,A-113 , A-112 A-111 A-110
.UB HOUSE
A-117
2l' - 0"
Cl)
15'-53/4"
12 14 15
LO
�1 WEST ELEVATION BLDG 1
1 /8" = 1'-0"
MATERIALS COLORS
OSTONE: EARTH TONE
OHTT PANEL SYSTEM W/ ELASTOMERIC COATING: LIGHT
EARTH TONE
OSTUCCO SYSTEM: DARK EARTH TONE
13 ALUM. (MATCH STUCCO COLOR #3)
14 COPING (MATCH STUCCO COLOR #3)
15 ALUM. (MATCH STUCCO COLOR #3)
UNIT UNIT UNIT UNIT UNIT UNIT 3 UNIT
v109 A-108 A-107 A-106 A-105 A-104 A-103
RISER ROOM
101
457' -10 5/8"
UNIT UNIT t
4-102 A-101
P&Z-1.1 5
3 P&Z-1.1
F LIC
100
N
34' -10 5/8"
- "I / (j)
4L
6"
M
M
`
WEST ELEVATION BLDG 1 @ OFFICE
1/8" = 1'-0"
GENERAL NOTES
1. ALL ROOF TOP MECHANICAL UNITS SHALL BE SCREENED FROM PUBLIC VIEW
FROM DAVIS BLVD.
2. ALL EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE
BUILDING.
3. SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVAL BY THE
BUILDING INSPECTION DEPARTMENT.
4. EXTERIOR FINISH MATERIAL, MANUFACTURES AND COLORS ARE YET TO BE
DETERMINED.
5. DOOR LOCATIONS MAY VARY DEPENDING ON TENANT CONFIGURATIONS AND
EXITING REQUIREMENTS.
STUCCO NOTE:
STUCCO SHALL BE APPLIED USING 3-STEP PROCESS OVER DIAMOND METAL MESH
TO A 7/8 INCH THICKNESS OR BY OTHER PROCESS PRODUCING COMPARABLE
STUCCO FINISH WITH EQUAL OR GREATER STRENGTH AND DURABILITY
SPECIFICATION.
0' 4' 8' 16' 32'
ET KEYED NOTES
0 a IMIIIIi
# KEYNOTE
12 ALUMINUM STOREFRONT AND WINDOWS KAWNEER 451 UT OR EQUAL. REF: GLASS SCHEDULE
13 ALUMINUM STOREFRONT ENTRANCE
14 INSULATED METAL DOOR AND FRAME. REFER TO DOOR TYPES.
15 OVERHEAD INSULATED METAL ROLL -UP DOOR. REFER DOOR TYPES.
16 8" HI -TECH WALL PANEL SYSTEM BY OTHER.
17 HI -TECH SYSTEM PANEL REVEAL (OR PANEL JOINT). IF PANEL JOINT PROVIDE BACKER ROD AND SEALANT. VERIFY
LOCATION W/ FINAL LAYOUT BY PANEL ENGINEER.
19 DOWNSPOUT LEADER. PROVIDE SPLASH BLOCK AND DRAIN AWAY FROM FACE OF BUILDING.
21 WALL SCONCE. REFER ELECTRICAL
24 HI LIFT ROLL -UP DOOR W/ GLASS PANELS.
25 ALUMINUM AWNING SYSTEM BY GC
27 CONT. PRE -FINISHED 26 GA. CAP FLASHING
28 ALUMINUM FACIA / SOFFIT PANEL SYSTEM OVER OVER WRB ON 1/2" EXTERIOR SHEATHING. COLOR AS PER OWNER
29 METAL SUPPORTS BY GC
30 STUCCO SYSTEM: 3-STEP PROCESS OVER DIAMOND METAL MESH TO A 7/8" THICKNESS OR BY OTHER PROCESS
PRODUCING COMPARABLE STUCCO FINIS W/ EQUAL OR GREATER STRENGTH AND DURABILITY SPECIFICATION.
INSTALLED AS PER MANUFACTURES RECOMMENDATION. COLOR AS PER OWNER.
31 STUCCO 'V' REVEAL
32 STONE VENEER SYSTEM
33 GUTTER SYSTEM WITH DOWNSPOUT TO ROOF BELOW. PROVIDE SPLASH BLOCK @ ROOF.
ZONING CASE#: ZA23-0078
WHEELHOUSE GARAGES
OWNER:
WHEELHOUSE GARAGES, LLC
WHEELHOUSE RETAIL, LLC
1313 DANBURY PARKS DRIVE
KELLER, TEXAS 76348
DEVELOPERS:
GARY R. SHIMMIN
1313 DANBURY PARKS DRIVR
KELLER, TEXAS 76348
(559) 871-0684
WYNDHAM PROPERTIES
1807 KELLER PARKWAY
KELLER, TEXAS 76248
(817) 307-3600
CONTACT: TERRY WILKINSON
TRACTS 6C01A AND 6CO2,
JESSE G. ALLEN SURVEY,
ABSTRACT NO. 18
C
St. John 5�m
ARCHITECTS, PLLC
2217 JOHN GLENN PARKWAY
MESQUITE, TEXAS 75150
XxxxxX 214-502-4094
THIS DOCUMENT IS FOR INTERIM
REVIEW ONLY AND NOT
INTENDED TO BE USED FOR
CONSTRUCTION, BIDDING, OR
PERMIT PURPOSES.
RODNEY C. St. JOHN
REGISTERED ARCHITECT
TEXAS NO. 14791
12/15/23
B
REVISIONS:
WHEELHOUSE GARAGES
DAVIS BOULEVARD
SOUTHLAKE, TEXAS
PROJECT NUMBER:
0.002.0322
ISSUED:
8/26/22
DRAWN BY:
Author
CHECKED BY:
Checker
FILENAME . C:\Users\DELL\OneDrive\Projects\Gary Shimmin\Wheelhouse\REVInWHG-P&Z.M
LOT 1, BLDGS 1 A & 1 B
P&z_l
1 " = 30'-0" 1
2
3
4
5
2
4
5
I
0
M
1 JUU I I —I CLCVHI IUIV DLUV I
1 /16" = 1'-0"
NORTH ELEVATION BLDG 1
1 /16" = 1'-0"
c
a
EAST ELEVATION BLDG 1
1 /8" = 1'-0"
0
ARTICULATION PLAN - FRONT
1 /8" = 1'-0"
32'-0"
co
3'-0" � 14'-4"
21'-0"
Cl)
15'-53/4"
c
c
WEST ELEVATION BLDG 1
1 /8" = 1'-0"
MATERIALS COLORS
OSTONE: EARTH TONE
OHTT PANEL SYSTEM W/ ELASTOMERIC COATING: LIGHT
EARTH TONE
OSTUCCO SYSTEM: DARK EARTH TONE
13 ALUM. (MATCH STUCCO COLOR #3)
r14 COPING (MATCH STUCCO COLOR #3)
15 I ALUM. (MATCH STUCCO COLOR #3)
CD -UNITE �-T� 1UNIT UNIT • UNIT Z3 UNIT Z3 UNIT UP UNIT UNIT - ' UNIT UNIT UNIT UNIT 3 UNIT UNIT UNIT
P&z-1.1 4lo
A-116 A-115 -114 A-113 A-112 A-111 A-110 A-109 A-108 A-107 A-106 A-105 A-104 A-103 A-102 A-101
UP'
LUB HOUSE
A-117 RISER ROOM 1
P&Z-1.1 5
101
P&Z-1.1
7 KEY PLAN BUILDING 1 Copy 1 Copy 2
1 if = 30'-0"
457' -10 5/8"
ICE
100
34' -10 5/8"
3 P&Z-1.1
4L
6"
17�
3
12
12
0
30
O°
M
v
M
91
WEST ELEVATION BLDG 1 @ OFFICE
1/8" = 1'-0"
GENERAL NOTES
1. ALL ROOF TOP MECHANICAL UNITS SHALL BE SCREENED FROM PUBLIC VIEW
FROM DAVIS BLVD.
2. ALL EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE
BUILDING.
3. SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVAL BY THE
BUILDING INSPECTION DEPARTMENT.
4. EXTERIOR FINISH MATERIAL, MANUFACTURES AND COLORS ARE YET TO BE
DETERMINED.
5. DOOR LOCATIONS MAY VARY DEPENDING ON TENANT CONFIGURATIONS AND
EXITING REQUIREMENTS.
STUCCO NOTE:
STUCCO SHALL BE APPLIED USING 3-STEP PROCESS OVER DIAMOND METAL MESH
TO A 7/8 INCH THICKNESS OR BY OTHER PROCESS PRODUCING COMPARABLE
STUCCO FINISH WITH EQUAL OR GREATER STRENGTH AND DURABILITY
SPECIFICATION.
0' 4' 8' 16'
ET KEYED NOTES
32'
# KEYNOTE
12 ALUMINUM STOREFRONT AND WINDOWS KAWNEER 451 UT OR EQUAL. REF: GLASS SCHEDULE
13 ALUMINUM STOREFRONT ENTRANCE
14 INSULATED METAL DOOR AND FRAME. REFER TO DOOR TYPES.
15 OVERHEAD INSULATED METAL ROLL -UP DOOR. REFER DOOR TYPES.
16 8" HI -TECH WALL PANEL SYSTEM BY OTHER.
17 HI -TECH SYSTEM PANEL REVEAL (OR PANEL JOINT). IF PANEL JOINT PROVIDE BACKER ROD AND SEALANT. VERIFY
LOCATION W/ FINAL LAYOUT BY PANEL ENGINEER.
19 DOWNSPOUT LEADER. PROVIDE SPLASH BLOCK AND DRAIN AWAY FROM FACE OF BUILDING.
21 WALL SCONCE. REFER ELECTRICAL
24 HI LIFT ROLL -UP DOOR W/ GLASS PANELS.
25 ALUMINUM AWNING SYSTEM BY GC
27 CONT. PRE -FINISHED 26 GA. CAP FLASHING
28 ALUMINUM FACIA / SOFFIT PANEL SYSTEM OVER OVER WRB ON 1/2" EXTERIOR SHEATHING. COLOR AS PER OWNER
29 METAL SUPPORTS BY GC
30 STUCCO SYSTEM: 3-STEP PROCESS OVER DIAMOND METAL MESH TO A 7/8" THICKNESS OR BY OTHER PROCESS
PRODUCING COMPARABLE STUCCO FINIS W/ EQUAL OR GREATER STRENGTH AND DURABILITY SPECIFICATION.
INSTALLED AS PER MANUFACTURES RECOMMENDATION. COLOR AS PER OWNER.
31 STUCCO 'V' REVEAL
32 STONE VENEER SYSTEM
33 GUTTER SYSTEM WITH DOWNSPOUT TO ROOF BELOW. PROVIDE SPLASH BLOCK @ ROOF.
ZONING CASE#: ZA23-0078
C
IN
WHEELHOUSE GARAGES
OWNER:
WHEELHOUSE GARAGES, LLC
WHEELHOUSE RETAIL, LLC
1313 DANBURY PARKS DRIVE
KELLER, TEXAS 76348
DEVELOPERS:
GARY R. SHIMMIN
1313 DANBURY PARKS DRIVR
KELLER, TEXAS 76348
(559) 871-0684
WYNDHAM PROPERTIES
1807 KELLER PARKWAY
KELLER, TEXAS 76248
(817) 307-3600
CONTACT: TERRY WILKINSON
TRACTS 6C01A AND 6CO2,
JESSE G. ALLEN SURVEY,
ABSTRACT NO. 18
S.Jo h n
ARCHITECTS, PLLC
2217 JOHN GLENN PARKWAY
MESQUITE, TEXAS 75150
`x x x x x x 214-502-4094
THIS DOCUMENT IS FOR INTERIM
REVIEW ONLY AND NOT
INTENDED TO BE USED FOR
CONSTRUCTION, BIDDING, OR
PERMIT PURPOSES.
RODNEY C. St. JOHN
REGISTERED ARCHITECT
TEXAS NO. 14791
12/15/23
REVISIONS:
WHEELHOUSE GARAGES
DAVIS BOULEVARD
SOUTHLAKE, TEXAS
PROJECT NUMBER: 0.002.0322
ISSUED: 8/26/22
DRAWN BY: Author
CHECKED BY: Checker
FILENAME- C:\Users\DELL\OneDrive\Projects\Gary Shimmin\Wheelhouse\REVI'RWHG-P&Z.M
LOT 1, BLDGS 1 A & 1 B
P&Z-1.1
2
3
4
5
2
3
4
40' - 0" 100' - 0 3/8"
2 27 16 29 28 31' - 0" 2
29
16 26'-0" 22'-0" 14 17 14
rih
27 17 25 27 27 27 16 27
17 r 20'-01
27 30 LED WALL WASHER LIGHT LED WALL WASHER LIGHT 17
BEHIND PARAPET 1g 17 BEHIND PARAPET 30 19 19
c EQ- -EQ- = . � EQ
0 0 21 =
- _
• ,21
21.
17
21 10'" -0-
El
IU -
0
l�L
12 16 12 32 12
EAST ELEVATION BLDG 2 1 16 rj_�J30 13 3 30 1 25 1
__3
'J 3/32" = V-0"
r_jI ° ° ° °
0
° M -
0
71 a
CD
co
LO
2'-0" 18'-21/2" 1l'-91/2" 3'-0" 6'-0"
ARTICULATION PLAN - FRONT
3/32" = V-0"
32
0
M
0
0
M
LON\
21'-0" 6'-0" 21'-0" 6'-0" 3'-0"
°
270' - 0"
0
M
26'-0" 3'-0" 26-0"
280' - 0"
°
°
0
miC
CD
M
M M
-0" 26-0" 3'-0" 6-0"
40'-0"
13 29 28 16 31' - 0"
lo
29
14 30 17 LED WALL WASHER LIGHT
BEHIND PARAPET
21 0
21
K) 16
I
°
0 0
CD
M M
2l'-0" 6'-0" 21'-0" 6'-0" 3'-0" 1l'-91/2" 18'-21/2"
18 Ll
_-
N
----------
- - 26
----------
26-
21
_
-
IN
14
WEST ELEVATION BLDG 2
3/32" = V-0"
SOUTH ELEVATION BLDG 2
1 /8" = 1'-0"
0
0
0
U7
P&Z-2.1
270' - 0"
RETAIL/RESTUARANT
o 0 2.100 0
a � a
25'-0"
25'-0"
NORTH ELEVATION BLDG 2
1 /8" = 1'-0"
ROOF ACCESS
2.102 MATERIALS COLOR
RISER ROOM
2.101 O STONE: EARTH TONE
O HTT PANEL SYSTEM W/ ELASTOMERIC COATING: LIGHT
5 P&Z-2.1 EARTH TONE
OSTUCCO SYSTEM: DARK EARTH TONE
13 ALUM. (MATCH STUCCO COLOR #3)
14 COPING (MATCH STUCCO COLOR #3)
N 15 ALUM. (MATCH STUCCO COLOR #3)
S GENERAL NOTES
1. ALL ROOF TOP MECHANICAL UNITS SHALL BE SCREENED FROM PUBLIC VIEW
FROM DAVIS BLVD.
2. ALL EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE
BUILDING.
3. SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVAL BY THE
BUILDING INSPECTION DEPARTMENT.
4. EXTERIOR FINISH MATERIAL, MANUFACTURES AND COLORS ARE YET TO BE
DETERMINED.
5. DOOR LOCATIONS MAY VARY DEPENDING ON TENANT CONFIGURATIONS AND
EXITING REQUIREMENTS.
STUCCO NOTE:
STUCCO SHALL BE APPLIED USING 3-STEP PROCESS OVER DIAMOND METAL MESH
TO A 7/8 INCH THICKNESS OR BY OTHER PROCESS PRODUCING COMPARABLE
STUCCO FINISH WITH EQUAL OR GREATER STRENGTH AND DURABILITY
SPECIFICATION.
j4 r
26
20
- 0"
#
SHEET KEYED NOTES
KEYNOTE
7
ELECTRICAL SERVICE. REFER TO ELECTRICAL
11
FIRE DEPARTMENT KEY LOCK BOX. VERIFY WITH FIRE MARSHALL.
12
ALUMINUM STOREFRONT AND WINDOWS KAWNEER 451 UT OR EQUAL.
REF: GLASS SCHEDULE
13
ALUMINUM STOREFRONT ENTRANCE
14
INSULATED METAL DOOR AND FRAME. REFER TO DOOR TYPES.
16
8" HI -TECH WALL PANEL SYSTEM BY OTHER.
17
HI -TECH SYSTEM PANEL REVEAL (OR PANEL JOINT). IF PANEL JOINT
PROVIDE BACKER ROD AND SEALANT. VERIFY LOCATION W/ FINAL
LAYOUT BY PANEL ENGINEER.
18
STONE VENNER: THIN SET OVER HI -TECH PANEL SYSTEM. INSTALLED
AS PER MANUFACTURES SPECIFICATIONS.
19
DOWNSPOUT LEADER. PROVIDE SPLASH BLOCK AND DRAIN AWAY
FROM FACE OF BUILDING.
20
GAS METER. REFER MEP
21
WALL SCONCE. REFER ELECTRICAL
25
ALUMINUM AWNING SYSTEM BY GC
26
EMERGENCY LIGHT @ EACH EXIT DOOR. REF: ELECTRICAL SHEETS
27
CONT. PRE -FINISHED 26 GA. CAP FLASHING
28
ALUMINUM FACIA / SOFFIT PANEL SYSTEM OVER OVER WRB ON 1/2"
EXTERIOR SHEATHING. COLOR AS PER OWNER
29
METAL SUPPORTS BY GC
30
STUCCO SYSTEM: 3-STEP PROCESS OVER DIAMOND METAL MESH TO A
7/8" THICKNESS OR BY OTHER PROCESS PRODUCING COMPARABLE
STUCCO FINIS W/ EQUAL OR GREATER STRENGTH AND DURABILITY
SPECIFICATION. INSTALLED AS PER MANUFACTURES
RECOMMENDATION. COLOR AS PER OWNER.
31
STUCCO 'V' REVEAL
32
STONE VENEER SYSTEM
34
LINE OF ROOF BEYOND
55
STONE CAP TRIM
0' 4' 8' 16' 32'
ZONING CASE#: ZA23-0078
WHEELHOUSE GARAGES
OWNER:
WHEELHOUSE GARAGES, LLC
WHEELHOUSE RETAIL, LLC
1313 DANBURY PARKS DRIVE
KELLER, TEXAS 76348
DEVELOPERS:
GARY R. SHIMMIN
1313 DANBURY PARKS DRIVR
KELLER, TEXAS 76348
(559) 871-0684
WYNDHAM PROPERTIES
1807 KELLER PARKWAY
KELLER, TEXAS 76248
(817) 307-3600
CONTACT: TERRY WILKINSON
TRACTS 6C01A AND 6CO2,
JESSE G. ALLEN SURVEY,
ABSTRACT NO. 18
C
. . . . . . . . . . . . . . 5�m
St. John
ARCHITECTS, PLLC
2217 JOHN GLENN PARKWAY
MESQUITE, TEXAS 75150
xxxx�X 214-502-4094
THIS DOCUMENT IS FOR INTERIM
REVIEW ONLY AND NOT
INTENDED TO BE USED FOR
CONSTRUCTION, BIDDING, OR
PERMIT PURPOSES.
RODNEY C. St. JOHN
REGISTERED ARCHITECT
TEXAS NO. 14791
12/15/23
B
REVISIONS:
WHEELHOUSE GARAGES
DAVIS BOULEVARD
SOUTHLAKE, TEXAS
A
PROJECT NUMBER: 0.002.0322
ISSUED: 8/26/22
DRAWN BY: Author
CHECKED BY: Checker
FILENAME . C:\Users\DELL\OneDrive\Projects\Gary Shimmin\Wheelhouse\REVIT\WHG-P&Z.M
LOT 2, BLDG 2
KEY PLAN BUILDING 2
1 " = 30'-0"
1 2 3 4
P&Z-2
2
3
4
5
40'-0"
°
°
0
M -
0
CD
Fns
LO
71
2'-0" 18'-21/2" ill -91/2" T-0" 6'-0"
ARTICULATION PLAN - FRONT
3/32" = 1'-0"
WEST ELEVATION BLDG 2
3/32" = V-0"
SOUTH ELEVATION BLDG 2
1 /8" = 1'-0"
0
0
co
P&Z-2.1
°
°
0
M
0
0
M
21'-0" 6'-0" 21'-0" 6'-0" 3'-0"
270' - 0"
RETAIL/RESTUARANT
o 0 2.100 0
a � a
25'-0"
°
100' - 0 3/8"
270' - 0"
07A
M
26'-0" 3'-0" 26'-0"
280' - 0"
25'-0"
°
°
D C�
0
mE
M
M M
-0" 26'-0" T-0" 6'-0"
NORTH ELEVATION BLDG 2
1 /8" =
1'-0"
ROOF ACCESS
2.1OOM
MATERIALS COLOR
RISER R
R
2.101
1 STONE: EARTH TONE
EP&Z-2.1
O HTT PANEL SYSTEM W/ ELASTOMERIC COATING: LIGHT
EARTH TONE
OSTUCCO SYSTEM: DARK EARTH TONE
A �
13 ALUM. (MATCH STUCCO COLOR #3)
14 COPING (MATCH STUCCO COLOR #3)
N
15 ALUM. (MATCH STUCCO COLOR #3)
0
40'-0"
°
CD
CD
0
M M
2l'-0" 6'-0" 21'-0" 6'-0" 3'-0" 1l'-91/2" 18'-21/2"
S GENERAL NOTES
1. ALL ROOF TOP MECHANICAL UNITS SHALL BE SCREENED FROM PUBLIC VIEW
FROM DAVIS BLVD.
2. ALL EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE
BUILDING.
3. SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVAL BY THE
BUILDING INSPECTION DEPARTMENT.
4. EXTERIOR FINISH MATERIAL, MANUFACTURES AND COLORS ARE YET TO BE
DETERMINED.
5. DOOR LOCATIONS MAY VARY DEPENDING ON TENANT CONFIGURATIONS AND
EXITING REQUIREMENTS.
STUCCO NOTE:
STUCCO SHALL BE APPLIED USING 3-STEP PROCESS OVER DIAMOND METAL MESH
TO A 7/8 INCH THICKNESS OR BY OTHER PROCESS PRODUCING COMPARABLE
STUCCO FINISH WITH EQUAL OR GREATER STRENGTH AND DURABILITY
SPECIFICATION.
T
- 0"
#
SHEET KEYED NOTES
KEYNOTE
7
ELECTRICAL SERVICE. REFER TO ELECTRICAL
11
FIRE DEPARTMENT KEY LOCK BOX. VERIFY WITH FIRE MARSHALL.
12
ALUMINUM STOREFRONT AND WINDOWS KAWNEER 451 UT OR EQUAL.
REF: GLASS SCHEDULE
13
ALUMINUM STOREFRONT ENTRANCE
14
INSULATED METAL DOOR AND FRAME. REFER TO DOOR TYPES.
16
8" HI -TECH WALL PANEL SYSTEM BY OTHER.
17
HI -TECH SYSTEM PANEL REVEAL (OR PANEL JOINT). IF PANEL JOINT
PROVIDE BACKER ROD AND SEALANT. VERIFY LOCATION W/ FINAL
LAYOUT BY PANEL ENGINEER.
18
STONE VENNER: THIN SET OVER HI -TECH PANEL SYSTEM. INSTALLED
AS PER MANUFACTURES SPECIFICATIONS.
19
DOWNSPOUT LEADER. PROVIDE SPLASH BLOCK AND DRAIN AWAY
FROM FACE OF BUILDING.
20
GAS METER. REFER MEP
21
WALL SCONCE. REFER ELECTRICAL
25
ALUMINUM AWNING SYSTEM BY GC
26
EMERGENCY LIGHT @ EACH EXIT DOOR. REF: ELECTRICAL SHEETS
27
CONT. PRE -FINISHED 26 GA. CAP FLASHING
28
ALUMINUM FACIA / SOFFIT PANEL SYSTEM OVER OVER WRB ON 1/2"
EXTERIOR SHEATHING. COLOR AS PER OWNER
29
METAL SUPPORTS BY GC
30
STUCCO SYSTEM: 3-STEP PROCESS OVER DIAMOND METAL MESH TO A
7/8" THICKNESS OR BY OTHER PROCESS PRODUCING COMPARABLE
STUCCO FINIS W/ EQUAL OR GREATER STRENGTH AND DURABILITY
SPECIFICATION. INSTALLED AS PER MANUFACTURES
RECOMMENDATION. COLOR AS PER OWNER.
31
STUCCO 'V' REVEAL
32
STONE VENEER SYSTEM
34
LINE OF ROOF BEYOND
55
STONE CAP TRIM
0' 4' 8'
ZONING CA
16' 32'
S E#: ZA23-0078
WHEELHOUSE GARAGES
OWNER:
WHEELHOUSE GARAGES, LLC
WHEELHOUSE RETAIL, LLC
1313 DANBURY PARKS DRIVE
KELLER, TEXAS 76348
DEVELOPERS:
GARY R. SHIMMIN
1313 DANBURY PARKS DRIVR
KELLER, TEXAS 76348
(559) 871-0684
WYNDHAM PROPERTIES
1807 KELLER PARKWAY
KELLER, TEXAS 76248
(817) 307-3600
CONTACT: TERRY WILKINSON
TRACTS 6C01A AND 6CO2,
JESSE G. ALLEN SURVEY,
ABSTRACT NO. 18
C
St. John
ARCHITECTS, PLLC
2217 JOHN GLENN PARKWAY
MESQUITE, TEXAS 75150
XxxxxX 214-502-4094
THIS DOCUMENT IS FOR INTERIM
REVIEW ONLY AND NOT
INTENDED TO BE USED FOR
CONSTRUCTION, BIDDING, OR
PERMIT PURPOSES.
RODNEY C. St. JOHN
REGISTERED ARCHITECT
TEXAS NO. 14791
12/15/23
B
REVISIONS:
WHEELHOUSE GARAGES
DAVIS BOULEVARD
SOUTHLAKE, TEXAS
A
PROJECT NUMBER:
0.002.0322
ISSUED:
8/26/22
DRAWN BY:
Author
CHECKED BY:
Checker
FILENAME . C:\Users\DELL\OneDrive\Projects\Gary Shimmin\Wheelhouse\REVIT\WHG-P&Z.M
LOT 2,
BLDG 2
P&Z-2.1
KEY PLAN BUILDING 2
1 " = 30'-0"
1 2 3 4
2
3
4
5
I
I I - O JIO
do
P28 33' - 6"
13
27' 6" 16 19 21 34 17 19 21 2 19 21 4 19 21 rih T
27 27 19
29
22' -
0" 27
J
27
30
18 16 0" 18
12 55
5617
12
12 55
56
12
16
12
30
26
26
26
26,
3El
u
❑
❑
FF
14
b
SOUTH ELEVATION
3/32" = 1'-0"
SEE ELEVATION ABOVE FOR ADDITIONAL INFORMATION
NORTH ELEVATION
3/32" = 1'-0"
EAST ELEVATION
1 /8" = 1'-0"
STUCCO NOTE:
STUCCO SHALL BE APPLIED USING 3-STEP PROCESS OVER DIAMOND METAL MESH
TO A 7/8 INCH THICKNESS OR BY OTHER PROCESS PRODUCING COMPARABLE
STUCCO FINISH WITH EQUAL OR GREATER STRENGTH AND DURABILITY
SPECIFICATION.
P&Z-3.1
2 250' - 0"
GENERAL NOTES
1. ALL ROOF TOP MECHANICAL UNITS SHALL BE SCREENED FROM PUBLIC VIEW
FROM DAVIS BLVD.
2. ALL EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE
BUILDING.
3. SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVAL BY THE
BUILDING INSPECTION DEPARTMENT.
4. EXTERIOR FINISH MATERIAL, MANUFACTURES AND COLORS ARE YET TO BE
DETERMINED.
5. DOOR LOCATIONS MAY VARY DEPENDING ON TENANT CONFIGURATIONS AND
EXITING REQUIREMENTS.
ELEC UN4 UN4 c: UN4U UNII� UN4 l UNITS I UN4 UNIf I UN4 I UNITS r
302 B-110 B-109 E B-108 k B-107 k B-106 k B-105 B-104 Ik B-103k B-102 B-101 E
E E E E— E— E—
P&Z-3.1 4
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
3 3 3 3 3 3
UTILITY C-110 C-109 08 C-1- C-107 C-106 C-105 C-104 -103 a C-102 C-101
303
KEY PLAN BUILDING 3
1 If
= 30'-0"
RISER ROOM
300
0
UTILITY
301
15 4 4(14>/
1
WEST ELEVATION
1 /8" = 1'-0"
SHEET KEYED NOTES
# KEYNOTE
8 6" DIA. CONCRETE FILLED PIPE BOLLARD BY G.C. (TYP)
11 FIRE DEPARTMENT KEY LOCK BOX. VERIFY WITH FIRE
MARSHALL.
12
ALUMINUM STOREFRONT AND WINDOWS KAWNEER 451 UT
OR EQUAL. REF: GLASS SCHEDULE
14
INSULATED METAL DOOR AND FRAME. REFER TO DOOR
TYPES.
15
OVERHEAD INSULATED METAL ROLL -UP DOOR. REFER
DOOR TYPES.
16
8" HI -TECH WALL PANEL SYSTEM BY OTHER.
17
HI -TECH SYSTEM PANEL REVEAL (OR PANEL JOINT). IF
PANEL JOINT PROVIDE BACKER ROD AND SEALANT.
VERIFY LOCATION W/ FINAL LAYOUT BY PANEL ENGINEER.
18
STONE VENNER: THIN SET OVER HI -TECH PANEL SYSTEM.
INSTALLED AS PER MANUFACTURES SPECIFICATIONS.
19
DOWNSPOUT LEADER. PROVIDE SPLASH BLOCK AND
DRAIN AWAY FROM FACE OF BUILDING.
WALL SCONCE. REFER ELECTRICAL
21
29'-2"
15 18 4 4(u>/ 15
SHEET KEYED NOTES
#
KEYNOTE
EMERGENCY LIGHT @ EACH EXIT DOOR. REF: ELECTRICAL
26
SHEETS
27
CONT. PRE -FINISHED 26 GA. CAP FLASHING
28
ALUMINUM FACIA / SOFFIT PANEL SYSTEM OVER OVER
WRB ON 1/2" EXTERIOR SHEATHING. COLOR AS PER
OWNER
29
METAL SUPPORTS BY GC
30
STUCCO SYSTEM: 3-STEP PROCESS OVER DIAMOND METAL
MESH TO A 7/8" THICKNESS OR BY OTHER PROCESS
PRODUCING COMPARABLE STUCCO FINIS W/ EQUAL OR
GREATER STRENGTH AND DURABILITY SPECIFICATION.
INSTALLED AS PER MANUFACTURES RECOMMENDATION.
COLOR AS PER OWNER.
31
STUCCO 'V' REVEAL
32
STONE VENEER SYSTEM
34
LINE OF ROOF BEYOND
55
STONE CAP TRIM
STONE WINDOW SILL TRIM
56
4 8
MATERIALS COLORS
OSTONE: EARTH TONE
CIHTT PANEL SYSTEM W/ ELASTOMERIC COATING: LIGHT
EARTH TONE
OSTUCCO SYSTEM: DARK EARTH TONE
13 ALUM. (MATCH STUCCO COLOR #3)
14 COPING (MATCH STUCCO COLOR #3)
15' ALUM. (MATCH STUCCO COLOR #3)
0' 4' 8' 16'
0
C
IN
WHEELHOUSE GARAGES
OWNER:
WHEELHOUSE GARAGES, LLC
WHEELHOUSE RETAIL, LLC
1313 DANBURY PARKS DRIVE
KELLER, TEXAS 76348
DEVELOPERS:
GARY R. SHIMMIN
1313 DANBURY PARKS DRIVR
KELLER, TEXAS 76348
(559) 871-0684
WYNDHAM PROPERTIES
1807 KELLER PARKWAY
KELLER, TEXAS 76248
(817) 307-3600
CONTACT: TERRY WILKINSON
TRACTS 6C01A AND 6CO2,
JESSE G. ALLEN SURVEY,
ABSTRACT NO. 18
St. John"
ARCHITECTS, PLLC
2217 JOHN GLENN PARKWAY
MESQUITE, TEXAS 75150
`x x x x x x 214-502-4094
THIS DOCUMENT IS FOR INTERIM
REVIEW ONLY AND NOT
INTENDED TO BE USED FOR
CONSTRUCTION, BIDDING, OR
PERMIT PURPOSES.
RODNEY C. St. JOHN
REGISTERED ARCHITECT
TEXAS NO. 14791
12/15/23
REVISIONS:
WHEELHOUSE GARAGES
DAVIS BOULEVARD
SOUTHLAKE, TEXAS
PROJECT NUMBER: 0.002.0322
ISSUED: 8/26/22
DRAWN BY: Author
CHECKED BY: Checker
32'
FILENAME- C:\Users\DELL\OneDrive\Projects\Gary Shimmin\Wheelhouse\REVInWHG-P&Z.M
LOT 1, BLDG 3
ZONING CASE#: ZA23-0078
P&Z-3
2
3
4
5
2
3
4
5
6
1 JVU I M CLCVHI IVIV
3/32" = 1'-0"
SEE ELEVATION ABOVE FOR ADDITIONAL INFORMATION
NORTH ELEVATION
3/32" = 1'-0"
EAST ELEVATION
1 /8" = 1'-0"
STUCCO NOTE:
STUCCO SHALL BE APPLIED USING 3-STEP PROCESS OVER DIAMOND METAL MESH
TO A 7/8 INCH THICKNESS OR BY OTHER PROCESS PRODUCING COMPARABLE
STUCCO FINISH WITH EQUAL OR GREATER STRENGTH AND DURABILITY
SPECIFICATION.
P&Z-3.1
2 250' - 0"
'3'3' L",
f �
GENERAL NOTES
1. ALL ROOF TOP MECHANICAL UNITS SHALL BE SCREENED FROM PUBLIC VIEW
FROM DAVIS BLVD.
2. ALL EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE
BUILDING.
3. SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVAL BY THE
BUILDING INSPECTION DEPARTMENT.
4. EXTERIOR FINISH MATERIAL, MANUFACTURES AND COLORS ARE YET TO BE
DETERMINED.
5. DOOR LOCATIONS MAY VARY DEPENDING ON TENANT CONFIGURATIONS AND
EXITING REQUIREMENTS.
ELEC UN4 I UN4 c� I UN&E-11 UNII� UN4 l UNITS I UN4 11 UNIf I UN4 I UNITS RISER ROOM
302 B-110 B-109 E B-108 k B-107 k B-106 k B-105 B-104 Ik B-103k B-102 B-101 E 300
E E E E- E- E-
0
P&Z-3.1 4 3 &Z-3.1 0
rn
UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT
3 3 3 3 3 3
UTILITY 3 C-110 C-109 C-108 � C-107 C-106 I � C-105 �,C-104 -103 a C-102 C-101 UTILITY
303 I I 101 1 1 I I I I N I� I I301
KEY PLAN BUILDING 3
1 If
= 30'-0"
WEST ELEVATION
1 /8" = 1'-0"
SHEET KEYED NOTES
# KEYNOTE
8 6" DIA. CONCRETE FILLED PIPE BOLLARD BY G.C. (TYP)
11 FIRE DEPARTMENT KEY LOCK BOX. VERIFY WITH FIRE
MARSHALL.
12
ALUMINUM STOREFRONT AND WINDOWS KAWNEER 451 UT
OR EQUAL. REF: GLASS SCHEDULE
14
INSULATED METAL DOOR AND FRAME. REFER TO DOOR
TYPES.
15
OVERHEAD INSULATED METAL ROLL -UP DOOR. REFER
DOOR TYPES.
16
8" HI -TECH WALL PANEL SYSTEM BY OTHER.
17
HI -TECH SYSTEM PANEL REVEAL (OR PANEL JOINT). IF
PANEL JOINT PROVIDE BACKER ROD AND SEALANT.
VERIFY LOCATION W/ FINAL LAYOUT BY PANEL ENGINEER.
18
STONE VENNER: THIN SET OVER HI -TECH PANEL SYSTEM.
INSTALLED AS PER MANUFACTURES SPECIFICATIONS.
19
DOWNSPOUT LEADER. PROVIDE SPLASH BLOCK AND
DRAIN AWAY FROM FACE OF BUILDING.
WALL SCONCE. REFER ELECTRICAL
21
29'-2"
SHEET KEYED NOTES
#
KEYNOTE
EMERGENCY LIGHT @ EACH EXIT DOOR. REF: ELECTRICAL
26
SHEETS
27
CONT. PRE -FINISHED 26 GA. CAP FLASHING
28
ALUMINUM FACIA / SOFFIT PANEL SYSTEM OVER OVER
WRB ON 1/2" EXTERIOR SHEATHING. COLOR AS PER
OWNER
29
METAL SUPPORTS BY GC
30
STUCCO SYSTEM: 3-STEP PROCESS OVER DIAMOND METAL
MESH TO A 7/8" THICKNESS OR BY OTHER PROCESS
PRODUCING COMPARABLE STUCCO FINIS W/ EQUAL OR
GREATER STRENGTH AND DURABILITY SPECIFICATION.
INSTALLED AS PER MANUFACTURES RECOMMENDATION.
COLOR AS PER OWNER.
31
STUCCO 'V' REVEAL
32
STONE VENEER SYSTEM
34
LINE OF ROOF BEYOND
55
STONE CAP TRIM
STONE WINDOW SILL TRIM
56
MATERIALS COLORS
OSTONE: EARTH TONE
OHTT PANEL SYSTEM W/ ELASTOMERIC COATING: LIGHT
EARTH TONE
OSTUCCO SYSTEM: DARK EARTH TONE
13 ALUM. (MATCH STUCCO COLOR #3)
14 COPING (MATCH STUCCO COLOR #3)
15 ALUM. (MATCH STUCCO COLOR #3)
0' 4' 8' 16'
0
C
IN
WHEELHOUSE GARAGES
OWNER:
WHEELHOUSE GARAGES, LLC
WHEELHOUSE RETAIL, LLC
1313 DANBURY PARKS DRIVE
KELLER, TEXAS 76348
DEVELOPERS:
GARY R. SHIMMIN
1313 DANBURY PARKS DRIVR
KELLER, TEXAS 76348
(559) 871-0684
WYNDHAM PROPERTIES
1807 KELLER PARKWAY
KELLER, TEXAS 76248
(817) 307-3600
CONTACT: TERRY WILKINSON
TRACTS 6C01A AND 6CO2,
JESSE G. ALLEN SURVEY,
ABSTRACT NO. 18
S.Jo h n
ARCHITECTS, PLLC
2217 JOHN GLENN PARKWAY
MESQUITE, TEXAS 75150
`x x x x x x 214-502-4094
THIS DOCUMENT IS FOR INTERIM
REVIEW ONLY AND NOT
INTENDED TO BE USED FOR
CONSTRUCTION, BIDDING, OR
PERMIT PURPOSES.
RODNEY C. St. JOHN
REGISTERED ARCHITECT
TEXAS NO. 14791
12/15/23
REVISIONS:
WHEELHOUSE GARAGES
DAVIS BOULEVARD
SOUTHLAKE, TEXAS
PROJECT NUMBER: 0.002.0322
ISSUED: 8/26/22
DRAWN BY: Author
CHECKED BY: Checker
32'
FILENAME- C:\Users\DELL\OneDrive\Projects\Gary Shimmin\Wheelhouse\REVI'RWHG-P&Z.M
LOT 1, BLDG 3
ZONING CASE#: ZA23-0078
P&Z-3.1
2
3
4
5
2
3
0
5
0
P&Z 4.1
4
P&Z 4.1 3
i up: 1 • ,�.9
ELEVATION KEY PLAN
1 /64" = V-0"
2 P&Z 4.1
'an, _ n"
NORTH ELEVATION
3/32" = V-0"
EAST ELEVATION
3/32" = V-0"
9'-1"
MLj
r
10'-11" 8'-0" 24'-0"
FLOOR PLAN ARTICULATION - EAST
3/32" = V-0"
11 3�
8'-0" 10'-11" 1 9'-1"
WEST ELEVATION
3/32" = V-0"
FLOOR PLAN ARTICULATION - WEST
3/32" = V-0"
I�.0
24' - 0"
30'-0"
OL260"
11"
20- - 0"15
['1
1[j
d1i
:-
xrd
1
SOUTH ELEVATION
3/32" = V-0"
3D View 1
7 11 C 1 2 3
MATERIALS KEY 0
1. STONE
2. HTT PANEL SYSTEM
3. STUCCO SYSTEM
4. ALUM. CANOPY
5. ENTRANCE DOOR SYSTEM
6. WALL SCONCE LIGHT FIXTURE
7. ROLL -UP OVERHEAD DOOR
9. GUTTER AND DOWNSPOUT
10. ALUMINUM WINDOW SYSTEM WITH CLEAR GLAZING
11. SERVICE/EXIT DOOR
12. OUTLINE OF ROOF
13. ALUM. COPING
14. ALUM. FACIA
15. ALUM. SUPPORT TUBES
MATERIALS COLORS GENERAL NOTES
OSTONE: EARTH TONE
OHTT PANEL SYSTEM W/ ELASTOMERIC
COATING: LIGHT EARTH TONE
OSTUCCO SYSTEM: DARK EARTH TONE
13 ALUM. (MATCH STUCCO COLOR #3)
14 COPING (MATCH STUCCO COLOR #3)
�15� ALUM. (MATCH STUCCO COLOR #3)
1. ALL ROOF TOP MECHANICAL UNITS SHALL BE SCREENED FROM PUBLIC VIEW
FROM DAVIS BLVD.
2. ALL EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE
BUILDING.
3. SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVAL BY THE
BUILDING INSPECTION DEPARTMENT.
4. EXTERIOR FINISH MATERIAL, MANUFACTURES AND COLORS ARE YET TO BE
DETERMINED.
5. DOOR LOCATIONS MAY VARY DEPENDING ON TENANT CONFIGURATIONS AND
EXITING REQUIREMENTS.
STUCCO NOTE:
STUCCO SHALL BE APPLIED USING 3-STEP PROCESS OVER
DIAMOND METAL MESH TO A 7/8 INCH THICKNESS OR BY OTHER
PROCESS PRODUCING COMPARABLE STUCCO FINISH WITH EQUAL
OR GREATER STRENGTH AND DURABILITY SPECIFICATION.
C
i
WHEELHOUSE GARAGES
OWNER:
WHEELHOUSE GARAGES, LLC
WHEELHOUSE RETAIL, LLC
1313 DANBURY PARKS DRIVE
KELLER, TEXAS 76348
DEVELOPERS:
GARY R. SHIMMIN
1313 DANBURY PARKS DRIVR
KELLER, TEXAS 76348
(559) 871-0684
WYNDHAM PROPERTIES
1807 KELLER PARKWAY
KELLER, TEXAS 76248
(817) 307-3600
CONTACT: TERRY WILKINSON
TRACTS 6C01A AND 6CO2,
JESSE G. ALLEN SURVEY,
ABSTRACT NO. 18
John5IM
ARCHITECTS, PLLC
2217 JOHN GLENN PARKWAY
MESQUITE, TEXAS 75150
x k k k k k 214-502-4094
THIS DOCUMENT IS FOR INTERIM
REVIEW ONLY AND NOT
INTENDED TO BE USED FOR
CONSTRUCTION, BIDDING, OR
PERMIT PURPOSES.
RODNEY C. St. JOHN
REGISTERED ARCHITECT
TEXAS NO. 14791
12/15/23
REVISIONS:
THE WHEELHOUSE
DAVIS BOULEVARD
SOUTHLAKE, TEXAS
A PROJECT NUMBER: 0.011.0419
ISSUED: 8/26/22
DRAWN BY: PA
ELEVATIONS CHECKED BY: RCS
El E N A M E. C:\Users\DELL\OneDrive\Projects\Gary Shimmin\Wheelhouse\REVIT\Wheelhouse-LOT3
BLDG 4.rvt
0' 8' 24' 48'
ZONING CASE#: ZA23-0078
LOT 3, BLDG 4
P&Z 4
2 5
2
3
0
5
0
P&Z 4.1
4
P&Z 4.1 3
i I FT : 1 • ,�39
ELEVATION KEY PLAN
1 /64" = V-0"
3D VIEW
2 P&Z 4.1
'an, _ n"
NORTH ELEVATION
3/32" = V-0"
5 JUU I n CLCVH I IUIN
3/32" = V-0"
EAST ELEVATION
3/32" = V-0"
9'-1"
MLj
r
10'-11" 8'-0" 24'-0"
ARTICULATION PLAN - EAST
3/32" = V-0"
8'-0" 10'-11" 1 9'-1"
MATERIALS COLORS
MATERIALSKEY O 1I STONE: EARTH TONE
1.
STONE
2.
HTT PANEL SYSTEM
HTT PANEL SYSTEM W/ ELASTOMERIC
3.
STUCCO SYSTEM
2
O
COATING: LIGHT EARTH TONE
4.
ALUM. CANOPY
5.
ENTRANCE DOOR SYSTEM
6.
WALL SCONCE LIGHT FIXTURE
O
STUCCO SYSTEM: DARK EARTH TONE
7.
ROLL -UP OVERHEAD DOOR
9.
GUTTER AND DOWNSPOUT
10.
ALUMINUM WINDOW SYSTEM WITH CLEAR GLAZING
13
ALUM. (MATCH STUCCO COLOR #3)
11.
SERVICE/EXIT DOOR
12.
OUTLINE OF ROOF
13.
ALUM. COPING
14
COPING (MATCH STUCCO COLOR #3)
14.
ALUM. FACIA
15.
ALUM. SUPPORT TUBES
15
ALUM. (MATCH STUCCO COLOR #3)
Em
1
2
9'-3"
10'-11"
8'-0" 24'-0"
8'-0"
01
10'-11"
9'-3"
WEST ELEVATION
3/32" = V-0"
24' - 0"
ARTICULATION PLAN - WEST
3/32" = V-0"
GENERAL NOTES
1. ALL ROOF TOP MECHANICAL UNITS SHALL BE SCREENED FROM PUBLIC VIEW
FROM DAVIS BLVD.
2. ALL EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE
BUILDING.
3. SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVAL BY THE
BUILDING INSPECTION DEPARTMENT.
4. EXTERIOR FINISH MATERIAL, MANUFACTURES AND COLORS ARE YET TO BE
DETERMINED.
5. DOOR LOCATIONS MAY VARY DEPENDING ON TENANT CONFIGURATIONS AND
EXITING REQUIREMENTS.
STUCCO NOTE:
STUCCO SHALL BE APPLIED USING 3-STEP PROCESS OVER
DIAMOND METAL MESH TO A 7/8 INCH THICKNESS OR BY OTHER
PROCESS PRODUCING COMPARABLE STUCCO FINISH WITH EQUAL
OR GREATER STRENGTH AND DURABILITY SPECIFICATION.
11"
rsi
ELEVATIONS
III
C
I:
WHEELHOUSE GARAGES
OWNER:
WHEELHOUSE GARAGES, LLC
WHEELHOUSE RETAIL, LLC
1313 DANBURY PARKS DRIVE
KELLER, TEXAS 76348
DEVELOPERS:
GARY R. SHIMMIN
1313 DANBURY PARKS DRIVR
KELLER, TEXAS 76348
(559) 871-0684
WYNDHAM PROPERTIES
1807 KELLER PARKWAY
KELLER, TEXAS 76248
(817) 307-3600
CONTACT: TERRY WILKINSON
TRACTS 6C01A AND 6CO2,
JESSE G. ALLEN SURVEY,
ABSTRACT NO. 18
John5IM
ARCHITECTS, PLLC
2217 JOHN GLENN PARKWAY
MESQUITE, TEXAS 75150
x k k k k k 214-502-4094
THIS DOCUMENT IS FOR INTERIM
REVIEW ONLY AND NOT
INTENDED TO BE USED FOR
CONSTRUCTION, BIDDING, OR
PERMIT PURPOSES.
RODNEY C. St. JOHN
REGISTERED ARCHITECT
TEXAS NO. 14791
12/15/23
REVISIONS:
THE WHEELHOUSE
DAVIS BOULEVARD
SOUTHLAKE, TEXAS
A PROJECT NUMBER: 0.011.0419
ISSUED: 8/26/22
DRAWN BY: PA
CHECKED BY: RCS
E LENA V E: C:\Users\DELL\OneDrive\Projects\Gary Shimmin\Wheelhouse\REVIT\Wheelhouse-LOT3
BLDG 4.rvt
LOT 37 BLDG 4
0' 8' 24' 48'
ZONING CASE#: ZA23-0078
P&Z 4.1
i'
5
2
3
4
5
I
Ar a
P&Z 5.1 3 068 SF
L_L_L_L_L___jL___jL_q
ELEVATION KEY PLAN
1 /64" = 1'-0"
GENERAL NOTES
2 P&Z 5.1
I7vl_h�
1. ALL ROOF TOP MECHANICAL UNITS SHALL BE SCREENED FROM PUBLIC VIEW
FROM DAVIS BLVD.
2. ALL EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE
BUILDING.
3. SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVAL BY THE
BUILDING INSPECTION DEPARTMENT.
4. EXTERIOR FINISH MATERIAL, MANUFACTURES AND COLORS ARE YET TO BE
DETERMINED.
5. DOOR LOCATIONS MAY VARY DEPENDING ON TENANT CONFIGURATIONS AND
EXITING REQUIREMENTS.
STUCCO NOTE:
STUCCO SHALL BE APPLIED USING 3-STEP PROCESS OVER
DIAMOND METAL MESH TO A 7/8 INCH THICKNESS OR BY OTHER
PROCESS PRODUCING COMPARABLE STUCCO FINISH WITH EQUAL
OR GREATER STRENGTH AND DURABILITY SPECIFICATION.
EAST SIDE ELEVATION COLOR
3/32" = 1'-0"
NORTH ELEVATION COLOR
3/32" = 1'-0"
SOUTH ELEVATION COLOR
3/32" = 1'-0"
8'-0" 24'-0"
M
8'-0" 1 10'-11" 1 9'-1"
WEST ELEVATION COLOR
3/32" = 1'-0"
9'-3" 1 10'-11" 1 8'-0"
n FLOOR PLAN ARTICULATION - EAST
n FLOOR PLAN ARTICULATION - WEST
MATERIALS COLORS
MATERIALS KEY 0
O
STONE: EARTH TONE
1.
STONE
2.
HTT PANEL SYSTEM
HTT PANEL SYSTEM W/ ELASTOMERIC
3.
STUCCO SYSTEM
O
COATING: LIGHT EARTH TONE
4.
ALUM. CANOPY
5.
ENTRANCE DOOR SYSTEM
03
STUCCO SYSTEM: DARK EARTH TONE
6.
7.
WALL SCONCE LIGHT FIXTURE
ROLL -UP OVERHEAD DOOR
9.
GUTTER AND DOWNSPOUT
13
ALUM. (MATCH STUCCO COLOR #3)
10.
11.
ALUMINUM WINDOW SYSTEM WITH CLEAR GLAZING
SERVICE/EXIT DOOR
12.
OUTLINE OF ROOF
14
COPING (MATCH STUCCO COLOR #3)
13.
14.
ALUM. COPING
ALUM. FACIA
15.
ALUM. SUPPORT TUBES
15
ALUM. (MATCH STUCCO COLOR #3)
24' - 0"
m
ELEVATIONS
0' 8' 24' 48'
ZONING CASE#: ZA23-0078
C
IN ■
WHEELHOUSE GARAGES
OWNER:
WHEELHOUSE GARAGES, LLC
WHEELHOUSE RETAIL, LLC
1313 DANBURY PARKS DRIVE
KELLER, TEXAS 76348
DEVELOPERS:
GARY R. SHIMMIN
1313 DANBURY PARKS DRIVR
KELLER, TEXAS 76348
(559) 871-0684
WYNDHAM PROPERTIES
1807 KELLER PARKWAY
KELLER, TEXAS 76248
(817) 307-3600
CONTACT: TERRY WILKINSON
TRACTS 6C01A AND 6CO2,
JESSE G. ALLEN SURVEY,
ABSTRACT NO. 18
S.Jo h n
ARCHITECTS, PLLC
2217 JOHN GLENN PARKWAY
MESQUITE, TEXAS 75150
`x x x x x x 214-502-4094
THIS DOCUMENT IS FOR INTERIM
REVIEW ONLY AND NOT
INTENDED TO BE USED FOR
CONSTRUCTION, BIDDING, OR
PERMIT PURPOSES.
RODNEY C. St. JOHN
REGISTERED ARCHITECT
TEXAS NO. 14791
12/15/23
REVISIONS:
THE WHEELHOUSE
DAVIS BOULEVARD
SOUTHLAKE, TEXAS
A PROJECT NUMBER: 0.011.0419
ISSUED: 8/26/22
DRAWN BY: Author
CHECKED BY: Checker
FILENAME: C:vUsersvDELLvOneDrivevProjectsvGary ShimminvWheelhousevREVITvWheelhouse-LOT3
BLDG 5.M
LOT 3, BLDG 5
P&Z 5.1
2
3
4
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0 0
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4" BARRIER POST
18 GA. PAINTED METAL
GATE
1" DIA. x 4" DEEP GALV.
METAL SLEEVES FOR CANE
BOLTS EMBEDED IN CONC.
SLAB
NOTE: DOUBLE TRASH
ENCLOSURE WILL HAVE 4 GATES.
M
4'-8"
PLAN VIEW
FOUNDATION VIEW
0
80
STUCCO OVER
8"X 8"X 16"CMU
TO MATCH BLDG.
ELEVATION VIEW
18"Wxl8"D PERIMETER
GRADE BEAM
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PAVI
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i/q, iA X R" RARRFI Rnl T I n v
1 1/2"X 1 1/2"X 3/16" MET
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YX 4"X 1/4" METAL ANGL
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v
C
IN
WHEELHOUSE GARAGES
OWNER:
WHEELHOUSE GARAGES, LLC
WHEELHOUSE RETAIL, LLC
1313 DANBURY PARKS DRIVE
KELLER, TEXAS 76348
DEVELOPERS:
GARY R. SHIMMIN
1313 DANBURY PARKS DRIVR
KELLER, TEXAS 76348
(559) 871-0684
WYNDHAM PROPERTIES
1807 KELLER PARKWAY
KELLER, TEXAS 76248
(817) 307-3600
CONTACT: TERRY WILKINSON
TRACTS 6C01A AND 6CO2,
JESSE G. ALLEN SURVEY,
ABSTRACT NO. 18
'St. John
ARCHITECTS, PLLC
2217 JOHN GLENN PARKWAY
MESQUITE, TEXAS 75150
214-502-4094
THIS DOCUMENT IS FOR INTERIM
REVIEW ONLY AND NOT
INTENDED TO BE USED FOR
CONSTRUCTION, BIDDING, OR
PERMIT PURPOSES.
RODNEY C. St. JOHN
REGISTERED ARCHITECT
TEXAS NO. 14791
12/15/23
REVISIONS:
WHEELHOUSE GARAGES
DAVIS BOULEVARD
SOUTHLAKE, TEXAS
A PROJECT NUMBER: 0.002.0322
ISSUED: 8/26/22
DRAWN BY: Author
CHECKED BY: Checker
FILENAME: C:\Users\DELL\OneDriv \Projects\Gary Shimmin\Wheelhouse\REVInWHG-P&Z.M
TRASH ENCLOSURE
ZONING CASE#: ZA23-0078
P&Z-6
1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS
2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR
SITE DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION)
3. DOCUMENTATION AND SUPPORTING CALCULATIONS FOR DETENTION
ASSESSMENT TO BE PROVIDED BY SEPARATE REPORT.
4. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR
ADJUSTMENTS TO THIS PLAN
uJ "KE1 LT -
V,
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ol
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off' ■ • i rj I / �/ p
n, .. - .� . w. II ✓.fir (� -'
oil
OIL
!ti Y '
• 'I • Q-' 1313-9 WATERSHED
8 •': DRAINAGE AREA N 902 ,
r .1 ACRES 679
y
• i -1 j1 it i i' �;3at
'D
6
44
i ,t 'i f f I r% 4'
647
i, Ai jn r/ n I
1 {
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13 SOUT44&q
•Ir r r i � 0 IL
1
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L ■ . Q),( - • _ _
627
NOTES:
1. THIS DEVELOPMENT WILL DISCHARGE DIRECTLY INTO A FEMA REGULATED FLOODPLAIN (STREAM BB-9). THE
TOTAL AFFECTED AREA IS APPROXIMATELY 7.0 ACRES. THE UPSTREAM WATERSHED OF BB-9 IS
APPROXIMATELY 902 ACRES (1.41 SQUARE MILES). THIS SITE REPRESENTS APPROXIMATELY 0.78% OF THE
UPSTREAM WATERSHED OF BB-9 WHICH IS MUCH LESS THAN THE 10 PERCENT THRESHOLD OF THE "10
PERCENT RULE" AS DEFINED BY NTCOG'S iSWM. THEREFORE IT IS DETERMINED THAT THIS DEVELOPMENT WILL
HAVE NO SIGNIFIGANT IMPACT ON THE FLOW OF BB-9 WHETHER DETENTION IS PROVIDED OR NOT.
2. A WAIVER OF A REQUIREMENT FOR DETENTION IS REQUESTED WITH THE APPROVAL OF THIS PRELIMINARY
DRAINAGE PLAN.
LEGEND
XAME
DRAINAGE AREA LABEL
AC 10
FLOW ARROW (POST -PROJECT)
DRAINAGE DIVIDE
501
EXISTING CONTOUR MINOR
- 300- -
EXISTING CONTOUR MAJOR
DESIGN POINT
RATIONAL
METHOD RUNOFF
CALCULATIONS
(EXISTING)
AREA NO.
AREA(AC)
DESCRIPTION
'C' VALUE
Tc(MIN)
I (IN/HR)
01 (CFS)
110 (IN/HR)
010 (CFS)
1100 (IN/HR)
Q100 (CFS)
OS-1
1.21
COMMERCIAL
0.90
10
3.89
4.2
6.49
7.1
9.76
10.6
OS-2
0.16
COMMERCIAL
0.90
10
3.89
0.6
6.49
0.9
9.76
1.4
A-1
6.71
CALC
0.44
15
3.23
9.5
5.34
15.8
8.02
23.7
A-2
0.31
UNDEVELOPED
0.30
15
1 3.23
0.3
5.34
0.5
8.02
0.7
DP -A
8.08
CALC
0.52
15
1 3.23
13.5
5.34
22.4
8.02
33.6
DP-B
902
FIS
N/A
N/A
I N/A
N A
N/A
1700.0
N/A
2650.0
* A-1 IS 24% PAVED (C=0.9) AND 76% UNDEVELOPED (C=0.3)
0 25 50 100
( IN FEET )
1 INCH = 50FT
/
1-
7 �- I
` 1
�
1
s'�
.;w. ••� 1 �l� \ �� �, I \� �� v v
'00
\
I i / � II I
I/�i
loot- - / \ \ OS-1 ���---� I�\ ��r� (11\\
\Cn
Low 4,HOCK I� �111 1111 I III�1 I \ �\ f s _ I 1
_,TIFFANY AcRE/s > I 011 11 1\ \ \ J�1 �� - 1 01oT 3, BLocK A 1 I \ 1.21 10.6VOL. 388-121, PG. 33 / I \ \ IFF-ANY ACRES 1� LOT 2, BLOCK A \ \ 1 \
P.R.T.C.T. \\ 111 1 \\\ \ \ VdL 388_I ; -PG 33� 1 V \ TIFFANY ACRES I I!� \ LOT 1, BLOCK A\ -ros
EX ZONING = AG, , I\II 1 VOL. 388-121, PG. 33 jTIPkANY ACRNS -2 -
/ I 11 1 \\ \ \ \ \ \ EX Z RIT.G.T. AG ' I )r o P.R.T.C.T. II �o \ VOL. 388-121, PG�33 �� I 1 \ r r J �� \ \
D. ED UM-BEL�SIT-Y RESIDENTk I`\ ` \ \ \ >�
- - - I I �"_ L`z IN AG I \ R.T.C.T. 0.16 1.4 1 \ N \ -
_=F - PLAIN ��� > \ r
0' UTILITY E7�SE<�EXN�O ING = AG - \ A 1
___� _ -- _ Q4JZCE�1SE I\ \\ \
LOT �, BLOC�1�3 -- -�, -_� � l/ - - r- � -� � � --_
SIENA 'RHASE THREE
CAB. A/ SLIDEt 8352 1 0 _ \111 \( r V
�.\T. C. T.� I I "\ _III I \ ` ) ( P
J rEX ZONING \ \
L.U.D. - MEDIUM
DENSITY RESIDED) AL
EMQ C�P @Co E
CIO
��/ I �J I / �J� \ �•- \ �\ o o � Coco
SITE BM
QI0
}'m
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0
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5
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\P 1,BENCHMARKS:
\ \\\ L T 16 BLOCK \ ~ F
I \� A OHASE THEE \ \ \ \ \ \ \ \ \ \ j \ \ \L \ \ - - BM1
� �� A, SLIDE 8 52- , � � L IN, I / r I � � \ � �� � � I , `�
03 18 W X" IN CONCRETE
o \ ./ T \ ELEV = 634.21
( �P.R.T`C L /YE R � i / \ � 1 � � J \
I H` Z q_"I'S - SF20'A r C 2 \ N
l r I L.u.D\ [OOD PLAIf� r 1, /( /� S Ij \� \ -� \ r "X"
I \ \ I) � � � "X" IN CONCRETE
_\-4 -� ) ( \ I r i ELEV = 640.25
(A - �1 f
A6.71 23.
7
J
/ll \J�41
Ld
ry : ® l \
LOT 11, BLoc� 3 � I I II s \ � � `
SIENA PHASE THRE / 1 I r / / ` \ I C m \
1 I CAB. A, SLIDE 83� //\Cf)\ `.
1 I P.R.T.C.T. / / / S \ \ 1\ 1\ \\\� ' I \Q Q
( EX ZONING = SF S
L.U.D. = FLOOD ��AIMI / �� I _ \ , \ _ l 1 \ \ r((\ `�1 i �v J \ �' N W CD
Pz r
OE w
� o z m
� 0 0
A-z IIJ J \ t O J o I = 2 W c V rn
L-
/ 0.31 0.7 �� O
IMM
� d
COON AREA #1 ,' I 1 / , � \• I \ \ \ P �� --`` 1
/ 1 SIENA PHASE TREE �I r- \ r \
\CAB.\A SI�D>`835 %
III I 'R.TC.T.
E�j ZONINf� = SE20�
I I I L.I.D.( �FIZOOD L-� N I/l / \\\ \ \ ` `� SITE BM 51
I � M
d LL z
o ui
z w a
c
J /I I f ( \ \ - J _� \ o OHE r Drawn By: DSM
�Reviewed By: CTR
- - \�\ \\\ �l /ICI �� )�� N8\ADD TION�
Nl
]� - ` \ I \\ \ \ ( Project: 1003-01
Ex N
I S I I �v \ = JJ ��B \ \\ SHEET
1 I I 1 - - - - - - -(
CITY CASE NO. ZA23- 0078
RATIONAL METHOD RUNOFF CALCULATIONS (PROPOSED)
1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS
2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR
SITE DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION)
3. DOCUMENTATION AND SUPPORTING CALCULATIONS FOR DETENTION
ASSESSMENT TO BE PROVIDED BY SEPARATE REPORT.
4. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR
ADJUSTMENTS TO THIS PLAN
AREA NO.
AREA(AC)
DESCRIPTION
'C' VALUE
Tc(MIN)
11 (IN/HR)
01 (CFS)
110 (IN/HR)
010 (CFS)
1100 (IN/HR)
0100 (CFS)
OS-1
1.20
COMMERCIAL
0.90
10
3.89
4.2
6.49
7.0
9.76
10.5
OS-2
0.20
COMMERCIAL
0.90
10
3.89
0.7
6.49
1.2
9.76
1.8
A-1
0.28
COMMERCIAL
0.90
10
3.89
1.0
6.49
1.6
9.76
2.5
A-2
0.32
COMMERCIAL
0.90
10
1 3.89
1.1
6.49
1.9
9.76
2.8
A-3
0.32
COMMERCIAL
0.90
10
3.89
1.1
6.49
1.9
9.76
2.8
A-4
0.17
COMMERCIAL
0.90
10
3.89
0.6
6.49
1.0
9.76
1.5
B-1
0.20
COMMERCIAL
0.90
10
3.89
0.7
6.49
1.2
9.76
1.8
B-2
0.20
COMMERCIAL
0.90
10
3.89
0.7
6.49
1.2
9.76
1.8
B-3
0.20
COMMERCIAL
0.90
10
3.89
0.7
6.49
1.2
9.76
1.8
B-4
0.55
COMMERCIAL
0.90
10
3.89
1.9
6.49
3.2
9.76
4.8
C-1
0.19
COMMERCIAL
0.90
10
3.89
0.7
6.49
1.1
9.76
1.7
C-2
0.30
COMMERCIAL
0.90
10
3.89
1.1
6.49
1.8
9.76
2.6
C-3
0.37
COMMERCIAL
0.90
10
1 3.89
1.3
6.49
2.2
9.76
3.3
D-1
0.28
COMMERCIAL
0.90
10
3.89
1.0
6.49
1.6
9.76
2.5
D-2
0.40
COMMERCIAL
0.90
10
3.89
1.4
6.49
2.3
9.76
3.5
D-3
0.07
COMMERCIAL
0.90
10
3.89
0.2
6.49
0.4
9.76
0.6
D-4
0.35
COMMERCIAL
0.90
10
3.89
1.2
6.49
2.0
9.76
3.1
D-5
0.46
COMMERCIAL
0.90
10
3.89
1.6
6.49
2.7
9.76
4.0
E-1
0.03
COMMERCIAL
0.90
10
3.89
0.1
6.49
0.2
9.76
0.3
F-1
2.30
UNDEVELOPED
0.30
15
3.23
2.2
5.34
3.7
8.02
5.5
G-1
0.08
COMMERCIAL
0.90
10
3.89
0.3
6.49
0.5
9.76
0.7
DP -A
8.39
CALC
0.74
15
3.23
20.2
5.34
33.3
8.02
50.1
DP-B
902
FIS
N/A
N/A
_N/A
N/A
N/A
1700.0
N/A
2650.0
LEGEND
XAME
DRAINAGE AREA LABEL
AC 10
FLOW ARROW (POST -PROJECT)
DRAINAGE DIVIDE
- -501 - - EXISTING CONTOUR MINOR
-500- - EXISTING CONTOUR MAJOR
�D DESIGN POINT
0 15 30 60
( IN FEET )
1 INCH = 30FT
LOT 4, BLOCK A i
TIFFANY ACRES , I'
VOL. 388-121, PG. 33 LOT 3, BLOCK A
P-121.T. I TIFFANY ACRES LOT 2, BLOCK A
EX ZONING - AG I VOL. 38-1211,TPC, 33 TIFFANY ACRES
L.U.D. = MEDIUM DENSITY RESIDENTIAL 388-121, PG. 33 LOT 1, BLOCK A
EX ZONING = AG I A-1 P.R.T.C.T. I ros
- 1 TIFFANY ACRES-L.U.D. = FLOOD PLAIN VOL. 388-121, PG. 33 OS
ZONING = AG \
l I P.R.T.C.T.
_ - J� \ 28 2 rJ D. = MIXED USE I 10' UTILITY
/� 1.2 1 O.O EASEMENT EX ZONING = AG \ \
L.U.D. = MIXED USE \, 0.2 1.7 \ II
LOT 9, BLOCK 3
SIENA PHASE THREE \ l / /�\\\\\ I ll/ / 11 \ \ \
CAB. A, SLIDE 8352 _
P.R.T.C.T. `
EX ZONING = SF20A I III I II �� \ \ \\Ilh
L.U.D. = MEDIUM III III \
DENSITY RESIDENTIAL I I II \ ' l
ONE
\ r r r
2'x3' GRATE \ \ -2)
x3' GRATE \� 2'x3' GRATE \ B - 4 \
.32 2.8 \ INLET ' \ IN�ET \
SD-1 - 1�"RCP ' � \ \ \ � INLET \ /I
N \ B-1 B-2
\ BCo -3 )
.20 1.8 .20 0.20 1.8 \\ 10' CURINS mon-min NLRB
J � I
I lei
LOT 10, BLOCK 3 \ / / �� %�JIbO YEAR I \\ ) \ \ \ \
SIENA PHASE THREE \ �+\ / \ / ///r' OODPLAIN
I , \
CAB. A, SLIDE 8352 /\//
EX ZONING - SF20A \ \ l / \// / j/ }00 YEAR
I L.U.D. = FLOOD PLAIN / //// // / /ELOODWAYrD - 5"'�_
r i
I I \
/ I., I I 0.46
C-3 ' \
� \ I JR
\ I 111I11 \ 1 1 I I \ I � NLET GRATE/ /� I I ,37 3.3 1
\\�) 1 1 I I I SD-2 - 18 RCP'
2'x3' GRATE I
2'x3' GRATE ' INLET I '
C-2 1 \ \ 1
- I
INLET � / I I
0.30 2.6
�/I I I \ I I I 11 I / // \ 2'x3'
I
/ /� I I I \ \ 1 I I I I' ' / / ' \ GRAT
INLET I
I /� \j a
I I
LOT 11, BLOCK 3 /
SIENA PHASE THREE //// \/ I // \ \ \ I I
CAB. A, SLIDE 8352 /
P.R.T.C.T. I / /// \ \ I 1 ME _
EX ZONING = SF20A / /// �/ F-1
/ I L.U.D. = FLOOD PLAIN U
00
.32 2.8 \ D-1 -
/�II I / ' GRATE I
.28 2.5 I� I I
Ix
i/�// \ \ 1 1I l I ' I/ I N
I Ill/m/ / , r_ \ \ I \ »\� I�D-2
I
.40
2'x3' GRATE ' 2'x3' GRATE I
tl �I \ 1 INLET ' INLET D - 4 /
� � �
.35 3.1 I
Co \ \ \ \I � \ \ I a ' /
I / o \
\ I I� \ \ \ \ I 00 I
COMMON AREA #1 I J� \mmn\ \ \ 1 \
/ SIENA PHASE THREE / , l I ✓/// M ,
I CAB. A, SLIDE 8352 I // / / / ) I 5� I / // // \\ \ \\ \ Lion � \� 1 Q , T
/ P.R.T.C.T.�'A
I ,
EX ZONING = SF20A I ` \\ I / \/\/ \ \ Q \ \ \ \ , , D - 3ONE MEN m
FLOOD PLAIN I 'v� \ \� \ \ \ / /� / \\\ /� \ \ E- 1 \ -4 I I
////// \� .03 0.3 \ 1 \ 0.1700
011
� OHE 'uE 01!IE ) a
LOT 11 R - 2'x3' GRATE
JG ALL No 111 ADDITIO�-
/ r� \\ 1 I // \ - _ NST 211047989 B INLET
P. T.C.T.
EX ZONI CS
CITY CASE NO
3
SITE BM #52
SITE BM #51
ZA23-0078
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BENCHMARKS:
BM1
"X" IN
CONCRETE
ELEV =
634.21
BM2
"X" IN
CONCRETE
ELEV =
640.25
a)
N
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Drawn By. DSM
Reviewed By: CTR
Project: 1003-01
SHEET
2
NOTES:
LEGEND
1.
ALL SEWER LINE SHALL BE SDR-35 PVC.
2.
DOMESTIC WATER PIPE SHALL BE SDR-9 CLASS 200. FIRE SERVICE LINES
PROP. 8" WATER LINE
SHALL BE SDR-14. ALL OTHER LINES SHALL BE SDR-18 C-900.
PROP. FIRE HYDRANT
3.
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY OF
SOUTHLAKE STANDARDS FOR PUBLIC WORKS CONSTRUCTION.
PROP. SEWER MANHOLE
4.
ALL SEWER SERVICES ARE PRIVATE.
5.
ALL WATER SERVICES ARE PRIVATE FROM THE BUILDING TO THE METER AND
PROP. 8" SEWER LINE
PUBLIC FROM THE METER TO THE WATER MAIN.
- - PROP. CULVERT
6.
ALL WATERLINE SHALL HAVE A MINIMUM 2' VERTICAL CLEARANCE FROM
DRAINAGE STRUCTURES AND SEWER SERVICES.
EXIST. WATER MAIN
7.
THE LOCATION OF EXISTING WATER AND SANITARY SEWER UTILITIES ARE
SS EXIST. SEWER MAIN
APPROXIMATE. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN
SOME MINOR ADJUSTMENTS TO THIS PLAN.
8.
ALL WATERLINE SHALL BE INSTALLED WITH A MINIMUM COVER OF 42" UNLESS
mmc:: FIRE LANE, WATER, SEWER &
PRIVATE DRAINAGE EASEMENT
OTHERWISE NOTED OR EXPLICITLY APPROVED BY THE CITY ENGINEER.
9.
FIRE HYDRANTS SHALL BE PLACED WITH STEAMER NOZZLE AT LEAST 3'
BEHIND BACK OF CURB.
10.
PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT AND MUST BE
INSPECTED BY BUILDING INSPECTIONS PRIOR TO BURIAL.
11.
INSTALL BACKFLOW PROTECTION (DOUBLE CHECK VALVE) FOR SPRINKLER
SYSTEM ON RISER.
LOT 4, BLOCK A /
Cn
TIFFANY ACRES
VOL. 388-121, PG. 33 / LOT 3, BLOCK A
P.R.T.C.T. TIFFANY ACRES / LOT 2, BLOCK A / \
EX ZONING = AG VOL. 388-121, PG, 33 TIFFANY ACRES
P.R.T.C.T. / VOL. 388-121, PG. 33 / \ LOT 1, BLOCK A
L.U.D. = MEDIUM DENSITY RESIDENTIAL EX ZONING — AG I P.R.T.C.T. TIFFANY ACRES
/ I \ L.U.D. = FLOOD PLAIN EX ZONING = AG I \ VOL. 388-121, PG. 33
L.U.D. = MIXED USE
_ I 10' UTILITY P.R.T.C.T.
— / EASEMENT EX ZONING = AG
/ \
— / L.U.D. = MIXED USE
LOT 9, BLOCK 3 / \ • I �—
SIENA PHASE THREE —
CAB. A, SLIDE 8352 0 0 0 0 0 0 0 0 0 —r
P.R.T.C.T. /
EX ZONING = SF20A --- > INSTALL:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
L.U.D. = MEDIUM 2 TR SERVI ES \ INSTALL: \
DENSITY RESIDENTIAL RISER ROOM 6" SS SERVICE
INSTAL : INSTALL:
6" S SERVICE 6" FIRE LINE STALL:
/ 'x3' GRA INLET SSMH INSTALL:
SANITARY SEWER
INS ALL: EASEMENT
SS H \
WATER
EASEMENT 5 _ -
0
WATER EASEMENT
WATER I STALL•
SANITARY SEWER
EASEMENT \
INSTALL: \
6" SS SERVICE
INSTALL:
10' CUR INLE
INSTALL:
FDC INSTALL:
2 WTR SERVI
O
0 15
30
60
( IN FEET )
1 INCH = 30FT
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- \
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INSTALL: I INSTALL: I \ z
LOT 10, BLOCK 3 FDC
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/ \ I I I WTR SERVICE
I I 6" FIRE LINE n/
INSTALL: I INSTALL:
2'x3' RATE INLET SSMH I I IN TALL:
6" S SERVICE
\ 300' FH 15' PRIVATE
RADIUS (TYP) DRAINAGE EASEMENT i
— — /
NSTALL: �
2'x3' GRAD INLET
/ I INSTALL:
WTR SERVICE (IRR.) I I INSTALL: \
2'x3' GRATE INLET I
\ INSTALL: INSTALL: o
2'x3' GRA E INLET I Q o BENCHMARKS:
O / I FDC 1 >
1 I \ \ \ \ RISER ROOM \ I J � B1 X''IN CONCRETE
\ I O
ELEV = 634.21
300' FH z m / BM2
RADIUS (TYP) \ I INSTALL: I `� (n Q "x" IN CONCRETE
r LOT 11, BUCK 3 I \ 2 WTR SERVICES I 5;W / ELEV = 640.25
\SIENA PHAs THREE • \ 6" FIRE LINE I Q >
A, SLIE 8352 �TI \ / �
EX VON�IR TC SF20A WATER
o \ \ INSTALL:
L.U.D. = FLJD PLAIN \ ASEMENT FIRE HYDRANT \
�INSTALL: INSTALL: I INSTAL:
/ I FIRE H RANT 2'x3' GRATE INL T
\ I \ \ \ 6" SS SERVICE '
� INSTALL: I I
\ ` INSTALL: 2'x3' GRATE INLET P
I I 2'x3' GRATE INLET
ar -
I \ m ~ I \ \ 20' WATER, SANI ARY
SEWER & PRIVA
\— DRAINAGE EASEM NT / } o it CD
N
I 15 SANITARY SEWER �- > a W M
EASEMENT WATER z a Z N
\ \ EASEM EN / \ I / I Q O W
I _ II Z
INSTALL: I
I INSTALL:
\SSMH \ INSTALL: � I SSMH � � > o
\ \ 6 SS SERVICE I I I I J w 2 a
COMMON AREA #1 I \ 8' PEDESTRIAN \INSTALL: \ INSTALL: / \ / W a U
/ SIENA PHASE THREE \ ACCESS EASEMENT 2 x3 `GRA INLET \'I' FDC / 6'SS�SE /ICE I � O "
CAB. A, SLIDE 8352 \ I IL ly z
/ CONNECT TO — _ I a
SSMH
P.R.T.c.T. \ RISER ROOM \ INSTALL: I z w
I Ex ZONING = SF20A � / \ �'
/ L.U.D. = FLOOD PLAIN \ \ INSTALL: 300' FH I WTR SERVICE
\ \ WTR SERVICE RADIUS (TYP) — — SITE BM #51
\ 6" FIRE LINE
OHE
\ �) 11 R EM EB
/ JG ALL �0 18 ADDITION 15' WATER
\ EASEMENT
INST 11047989
/ \ \ P. T C.T. /
EX ZONI CS
Drawn By. DSM
CONNECT TO
EX 6" WATER Reviewed By: CTR
-H — — Project: 1003-01
EXISTING SHEET
FIRE HYDRANT
CITY CASE N0. ZA23-0078
3