Verde Enterprise Business Park U2, Lot 2, Blk 9- Site Plan (Candlewood Suites)- Approved ExhibitsMI
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Lot 1R - Hotel Parking Table
Gross Floor
Area (SF)
Type of Use (Per Table
21.10.4)
Parking
Requirement (Per
Table 21.10.4)
Calculated
Required
Parking
Parking
Provided
Proposed Building
41,560 Hotel - 80 Units 1 per unit 80 89
76-100 = 4 ADA 4 4
Total Parking On Site 89
SHEET
41
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CHRISTOPHER J. CRIM
S T A T E OF TEX
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P
NA L G I N EER
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111347
E ENS DCIL
Approved By:
Emily DelgadoPlanning & Community Development
8:55 am, 12/26/2018
MID-CITIES PARKWAY
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WWWW
UTILITY PLAN
CANDELWOOD SUITES
VERDE ENTERPRISE UNIT 2, LOT 2
C7
.
1
SH
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410 N. SEGUIN AVE.
NEW BRAUNFELS, TX 78130
HMTNB.COM
P(830)625-8555 F(830)625-8556
TBPE FIRM F-10961
TBPLS FIRM 10153600
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INTERSTATE HIGHWAY
35
LOT 2
W
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GM
W
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HCHC HCHC
LANDSCAPE TABULATIONS
CE
1
SLY
2
RY
3 RY
3
LO
5
WM
303
LO
1
CM
2
CE
1
CM
2
LO
1
CM
2
LO
2
CM
2
CE
1
CM
2
CM
2
CM
2
CM
2
LO
1
CE
1
LO
1
CE
1
CM
2
RO
2
IC
2
RB
3
SLY
3
RY
3
RY
3
IC
2
SLY
2
RY
2 IC
2
RY
3
RB
2
SLY
3
IC
2
RY
2
UR
2
SLY
3
CE
1
AG
1
CM
2
CM
2
CM
2
KO
26
CE
1RY
4
AG
1
UR
2
SLY
3
MO
4
TS
3
AG
2
UR
2
RY
3
TS
12
KO
14 CE
1 RY
3
SLY
2
SLY
2
RY
2
SLY
4
RY
4RY
4
SLY
2
WM
18
IC
9
KO
30
LO
2
MO
3
TS
71
TS
3
CM
2
SLY
2 RY
1
SLY
2
RY
3
SLY
2
RY
3
SOLID SOD
BERMUDA GRASS
TYPICAL FOR ALL
TURF AREAS
SOLID SOD BERMUDA GRASS
TYPICAL FOR ALL TURF AREAS
SOLID SOD
BERMUDA GRASS
TYPICAL FOR ALL
TURF AREAS
NATIVE RIVER ROCK
2" DIAMETER WITH FILTER
FABRIC TYPICAL
NATIVE RIVER ROCK
2" DIAMETER WITH FILTER
FABRIC TYPICAL
NATIVE RIVER ROCK
2" DIAMETER WITH FILTER
FABRIC TYPICAL
NATIVE BOULDER
250 POUND AVE.
SLY
6
SLY
2 CE
1
RY
3
SLY
2
RY
3
SLY
2
CE
1
CE
1
NOTE:
6" curb will protect landscape areas from vehicular encroachment
PERIMETER LANDSCAPE
Requirements: Street Frontage shall contain a 15' landscape buffer with one
(1) tree, 2.5" cal. 4' above ground, per 50 l.f. and 30" ht. parking lot screen:
hedge or berm.
MID CITES PARKWAY: (87 l.f.)
Required
(2) trees, 4" cal.
IH-35: (257 l.f.)
Required
(5) trees, 4" cal.
INTERIOR LANDSCAPE
Requirements: 10% of gross parking and loading area to be landscape. One
(1) tree per 400 s.f. of required landscape area.
Parking Lot: 35,903 s.f.
Parking Spaces: 88
Required
3,590 s.f. (10%)
(9) trees, 4" cal.
OPEN SPACE:
Requirements: 20% of site area to be landscape. (9) trees per acre of gross
lot area
Total Lot Area: 41,560 s.f.
Required
9,312 s.f. (20%)
(9) trees
Provided
(2) trees, 4" cal.
Provided
(5) new trees, 4" cal.
Provided
3,655 s.f. (10%)
(9) trees, 4" cal.
Provided
23,485 s.f. (67%)
( 17 ) trees
LANDSCAPE TABULATIONS
CA
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Of
Date
Sheet
Job
Sheets
4-25-16
SC
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A
S
SOLID SOD NOTES
LANDSCAPE NOTES
1 FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED.
LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL DESIRED
GRADE IN PLANTING AREAS AND 1" BELOW FINAL GRADE IN TURF
AREAS.
2.ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM
BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM
OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT
IRREGULARITIES AND AREAS WHERE WATER MAY STAND.
3.ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A
MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO
COORDINATE OPERATIONS WITH ON-SITE CONSTRUCTION
MANAGER.
4.CONTRACTOR TO COORDINATE WITH ON-SITE CONSTRUCTION
MANAGER FOR AVAILABILITY OF EXISTING TOPSOIL.
5.PLANT SOD BY HAND TO COVER INDICATED AREA COMPLETELY.
INSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY
HAND WITH TOPSOIL TO FILL VOIDS.
6.ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE
FROM UNNATURAL UNDULATIONS.
7.WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES.
8.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL
ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT LIMITED TO:
MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND
REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A
VIGOROUS, HEALTHY CONDITION.
9.CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN
ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT
FROM LOCAL SUPPLY IF NECESSARY.
10.IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1,
ALL SOD AREAS TO BE OVER-SEEDED WITH WINTER RYEGRASS, AT
A RATE OF (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET.
1.CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE
ELEMENTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES.
SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS.
2.CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND
UTILITIES AND NOTIFY ARCHITECT OF ANY CONFLICTS.
CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE
VICINITY OF UNDERGROUND UTILITIES.
3.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED
LANDSCAPE AND IRRIGATION PERMITS.
4.CONTRACTOR TO PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL
STRUCTURES.
5.ALL PLANTING BEDS AND LAWN AREAS TO BE SEPARATED BY STEEL
EDGING. NO STEEL TO BE INSTALLED ADJACENT TO SIDEWALKS OR
CURBS.
6.ALL LANDSCAPE AREAS TO BE 100% IRRIGATED WITH AN
UNDERGROUND AUTOMATIC IRRIGATION SYSTEM AND SHALL
INCLUDE RAIN AND FREEZE SENSORS.
7.ALL LAWN AREAS TO BE SOLID SOD BERMUDAGRASS, UNLESS
OTHERWISE NOTED ON THE DRAWINGS.
1.FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED ON CIVIL
PLANS.
2.ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM
BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF
SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES
AND AREAS WHERE WATER MAY STAND.
3.ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM
OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE
OPERATIONS WITH ON-SITE CONSTRUCTION MANAGER.
4.IMPORTED TOPSOIL SHALL BE NATURAL, FRIABLE SOIL FROM THE
REGION, KNOWN AS BOTTOM AND SOIL, FREE FROM LUMPS, CLAY,
TOXIC SUBSTANCES, ROOTS, DEBRIS, VEGETATION, STONES,
CONTAINING NO SALT AND BLACK TO BROWN IN COLOR.
5.ALL LAWN AREAS TO BE FINE GRADED, IRRIGATION TRENCHES
COMPLETELY SETTLED, AND FINISH GRADE APPROVED BY THE OWNER'S
CONSTRUCTION MANAGER OR ARCHITECT PRIOR TO INSTALLATION.
6.ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS,
CONCRETE SPOILS, ETC. SHALL BE REMOVED PRIOR TO PLACING
TOPSOIL AND ANY LAWN INSTALLATION
7.CONTRACTOR SHALL PROVIDE (1") ONE INCH OF IMPORTED TOPSOIL ON
ALL AREAS TO RECEIVE LAWN.
GENERAL LAWN NOTES
150 30 60
01 LANDSCAPE PLAN
SCALE 1"=30'-0"
CHRI S TRON
Z
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TE O F T E X AS
TC
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H
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AEPACSDNALDEE
GE
IS
R
RT
2204
12.11.2018
BOTANICAL NAME
Ulmus crassifolia
Lagerstroemia indica
Cupressus sempervirens
Quercus virginiana
Quercus polymorpha
Cercis canadensis var. texensis
Quercus shumardii
COMMON NAME
Cedar Elm
Crepe Myrtle
Italian Cypress
Live Oak
Monterrey Oak
Red Bud
Red Oak
SIZE
2.5" cal.*
6' ht.
2.5" cal.*
2.5" cal.*
2.5" cal.*
6' ht.
2.5" cal.*
PLANT MATERIAL SCHEDULE
REMARKS
B&B, 13' ht., 5' spread min., 5' clear trunk
container, 8' ht., 4' spread min.,tree form
container, 14' ht., 6' spread, 5' clear straight trunk
container, 14' ht., 6' spread, 5' clear straight trunk
container, 14' ht., 6' spread, 5' clear straight trunk
QTY
11
26
17
13
7
5
2
TREES
SHRUBS
GROUNDCOVERS
BOTANICAL NAME
Cynodon dactylon '419'
COMMON NAME
'419' Bermudagrass
SIZE REMARKS
Solid Sod refer to notes
TYPE
CE
CM
IC
LO
MO
RB
RO
QTYTYPE
BOTANICAL NAME
Agave america
Rosa x 'Knock out'
Hesperaloe parvifolia
Yucca recurvifolia
Leucophyllum frutescens 'Compacta'
Rosmarinus officinalis
Myrica cerifera
COMMON NAME
Century Plant
Knock Out Rose
Red Yucca
Softleaf Yucca
Compact Texas Sage
Upright Rosemary
Dwary Wax Myrtle
SIZE
7 gal.
5 gal.
5 gal.
5 gal.
7 gal.
5 gal.
7 gal.
REMARKS
ccontainer grown, 20" spread
container full 24" spread
container, 18" ht., 18" spread
container, 24" ht., 20" spread
container grown, 30" ht., 24" spread
container, 24" spread
container grown, 30" ht., 24" spread
QTY.
4
70
52
44
89
6
321
TYPE
AG
KO
RY
SLY
TS
UR
WM
NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. All plant material shall meet or exceed
remarks as indicated. All trees to have straight trunks and be matching
within varieties.
* The City of Schertz measures trees 4' above ground
LANDSCAPE ARCHITECT
STUDIO GREEN SPOT, INC.
CHRIS TRONZANO
(469) 369-4448
CHRIS@STUDIOGREENSPOT.COM
LANDSCAPE LEGEND
'419' Bermudagrass Sod
Native River Rock
with Filter Fabric- 2" diameter
(4) Native Boulder
250 Pound Average
L.1
LANDSCAPE PLAN
Approved By:
Emily Delgado
Planning & Community Development
8:55 am, 12/26/2018
ELEVATION- EXTERIOR REFUSE RECEPTACLE/ STORAGE
STUCCO WALL
1/4" = 1'-0"
EXTERIOR FINISH SYSTEM
OVER TOP OF BLOCK WITH 1/2"
WASH FOR DRAINAGE
EQUAL
LOCKABLE HASP
BEND
2'-0" LONG WITH 90 DEGREE
DROP ROD, 1" DIAMETER X
POST - PAINTED.
DIAGONAL BRACING
WESTERN RED CEDAR OR
STUCCO WALL
EXTERIOR FINISH SYSTEM
OVER TOP OF BLOCK WITH 1/2"
WASH FOR DRAINAGE
STUCCO WALL
EXTERIOR FINISH SYSTEM
OVER TOP OF BLOCK WITH 1/2"
WASH FOR DRAINAGE
STUCCO WALL
EXTERIOR FINISH SYSTEM
OVER TOP OF BLOCK WITH 1/2"
WASH FOR DRAINAGE
FRONT ELEVATION
REAR ELEVATION
SIDE ELEVATION
SIDE ELEVATION
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A-202
Approved By:
Emily DelgadoPlanning & Community Development
8:55 am, 12/26/2018
STUCCO - COLOR"B" (TYP.)
ASPHALT SHINGLES
STUCCO - COLOR
"D" (TYP.)
MTL. COLLAR TO
MATCH RAILING -
TYP.
"REQUIRED
NOTE:
RAILING SUPPLIED
BY HAYS COMPLETE
HOMEWORK - SEE
VENDOR LIST"
PAINT COLOR TO MATCH
PLYWOOD CEILING (SLOPED),
COLOR "A"
STEEL COLUMN
SWITCH
DUPLEX OUTLET
INSIDE OF GAZEBO
PROOF RECESSED BOX,
DUPLEX IN WEATHER-
PROVIDE 120V GFI
SEPARATE CIRCUIT, @
COLUMN, 18" A.F.F.
4'-6" WIDE ENTRANCE
6
12
BEAM BEARING
EL. 107'-8"
FINISH FLOOR
EL. 100'-0"
A-203
5
STUCCO - COLOR
"B" (TYP.)
ASPHALT SHINGLES
STUCCO - COLOR
"D" (TYP.)
MTL. COLLAR TOMATCH RAILING -
TYP.
"REQUIRED
NOTE:
RAILING SUPPLIED
BY HAYS COMPLETEHOMEWORK - SEE
VENDOR LIST"
PAINT COLOR TO MATCH
PLYWOOD CEILING (SLOPED),
COLOR "A"
STEEL COLUMN
SWITCH
DUPLEX OUTLET
INSIDE OF GAZEBO
PROOF RECESSED BOX,
DUPLEX IN WEATHER-
PROVIDE 120V GFI
SEPARATE CIRCUIT, @
COLUMN, 18" A.F.F.
4'-6" WIDE ENTRANCE
MAX. 1/2" HIGH THRESHOLD
FROM FINISH FLOOR TO SIDEWALK
6
12
BEAM BEARING
EL. 107'-8"
FINISH FLOOR
EL. 100'-0"
STUCCO - COLOR"B" (TYP.)
ASPHALT SHINGLES
STUCCO - COLOR
"D" (TYP.)
MTL. COLLAR TO
MATCH RAILING -
TYP.
"REQUIRED
NOTE:
RAILING SUPPLIED
BY HAYS COMPLETE
HOMEWORK - SEE
VENDOR LIST"
PAINT COLOR TO MATCH
PLYWOOD CEILING (SLOPED),
COLOR "A"
STEEL COLUMN
SWITCH
DUPLEX OUTLET
INSIDE OF GAZEBO
PROOF RECESSED BOX,
DUPLEX IN WEATHER-
PROVIDE 120V GFI
SEPARATE CIRCUIT, @
COLUMN, 18" A.F.F.
6
12
BEAM BEARING
EL. 107'-8"
FINISH FLOOR
EL. 100'-0"
STUCCO - COLOR
"B" (TYP.)
ASPHALT SHINGLES
STUCCO - COLOR
"D" (TYP.)
MTL. COLLAR TOMATCH RAILING -
TYP.
"REQUIRED
NOTE:
RAILING SUPPLIED
BY HAYS COMPLETEHOMEWORK - SEE
VENDOR LIST"
PAINT COLOR TO MATCH
PLYWOOD CEILING (SLOPED),
COLOR "A"
STEEL COLUMN
SWITCH
DUPLEX OUTLET
INSIDE OF GAZEBO
PROOF RECESSED BOX,
DUPLEX IN WEATHER-
PROVIDE 120V GFI
SEPARATE CIRCUIT, @
COLUMN, 18" A.F.F.
6
12
BEAM BEARING
EL. 107'-8"
FINISH FLOOR
EL. 100'-0"4'-6" WIDE ENTRANCE
MAX. 1/2" HIGH THRESHOLD
FROM FINISH FLOOR TO SIDEWALK
7'
-
8
"
6'
-
2
"
13
'
-
1
0
"
7'
-
8
"
6'
-
2
"
13
'
-
1
0
"
7'
-
8
"
6'
-
2
"
13
'
-
1
0
"
7'
-
8
"
6'
-
2
"
13
'
-
1
0
"
19'-4"19'-4"
19'-4"19'-4"
MAX. 1/2" HIGH THRESHOLD
FROM FINISH FLOOR TO SIDEWALK
Of
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8
A-2033/8" = 1'-0"
Approved By:
Emily Delgado
Planning & Community Development
8:56 am, 12/26/2018
NOTES:
1. REFER TO DOOR SCHEDULE
SHEET A104 FOR DOOR TYPES.
2. FRP FINISH FULL HEIGHT AT
UNISEX RESTROOM.
3. STUCCO EXTERIOR FINISH TO
MATCH BUILDING EXTERIOR.
4. UNISEX RESTROOM TO BE
ACCESSIBLE WITH SINK OPEN
BELOW, GRAB BARS, ETC... AS
REQUIRED.
SEALED CONC.
FLOOR
REINFORCED CMU WALL WITH
STUCCO MATERIAL ON EXTERIOR
FACES ONLY
PLAN - POOL RESTROOM & EQUIPMENT
STUCCO
MATERIAL TO
MATCH BUILDING
PLATE PLATE
WEST ELEVATION
ROOF PLAN
SLOPE PER
MANUFACTURER'S SPECS.
ROOF SCUPPER ON
SOUTHWEST SIDE ONLY
OVERFLOW
DRAIN
ROOF SCUPPER
SEALED CONC.
FLOOR
10
11
STUCCO
MATERIAL TO
MATCH BUILDING
PLATE PLATE
SOUTH ELEVATION EAST ELEVATION NORTH ELEVATION
Of
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T
E
S
T
R
E
E
T
,
S
U
I
T
E
B
7-18-16
PH
O
N
E
8
1
7
/
5
3
8
-
9
2
5
8
A-204
1/4" = 1'-0"
Approved By:
Emily Delgado
Planning & Community Development
8:56 am, 12/26/2018
B/
A
-
3
0
9
B/
A
-
3
0
9
C/
A
-
3
1
0
C/
A
-
3
1
0
8/
A
-
3
0
7
8/
A
-
3
0
7
9/
A
-
3
0
7
D/
A
-
3
1
0
A/
A
-
3
0
9
SI
M
.
A/
A
-
3
0
9
SI
M
.
A/
A
-
3
0
9
D/
A
-
3
1
0
B/
A
-
3
0
9
2'-0"
WI
N
D
O
W
H
E
I
G
H
T
(
T
Y
P
)
TYP
LINTEL / SILL TO BE
1" THICKER THAN
ADJACENT
SURFACE
(COLOR-E - TYP)
SHUTTER - MATCH
WINDOW FRAME
HEIGHT
Of
Date
Sheet
Job
Sheets
15078
R
S
S
A
R
C
H
I
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E
C
T
S
L
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L
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C
.
AR
L
I
N
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T
O
N
,
T
E
X
A
S
7
6
0
1
0
10
3
S
O
U
T
H
M
E
S
Q
U
I
T
E
S
T
R
E
E
T
,
S
U
I
T
E
B
7-18-16
PH
O
N
E
8
1
7
/
5
3
8
-
9
2
5
8
A-305
3 WINDOW TYPES
3/8" = 1'-0"
Approved By:
Emily DelgadoPlanning & Community Development
8:56 am, 12/26/2018
9/
A
-
3
0
7
B/
A
-
3
0
9
D/
A
-
3
1
0
B/
A
-
3
0
9
B/
A
-
3
0
9
B/
A
-
3
0
9
D/
A
-
3
1
0
C/
A
-
3
1
0
C/
A
-
3
1
0
B/
A
-
3
0
9
A-306
ADJOINING BUILDING SURFACE.
2. CONDUCTOR HEADS SHALL
BE SEAMLESS & PREFINISHED TO MATCH
LOG CABIND
RUSTICATION JOINT
2" HIGH x 1 1/2" DEEP
WHERE STUCCO THICKNESS DOES NOT CHANGE)
(NOTE: THIS DETAIL TO BE USED AT JOINT
(BLACK, UNLESS OTHERWISE NOTED)
C
A
B
WHITE HERON
WHITE SAND
PROVIDENCE OLIVE
ADJACENT SURFACE
LOUVER TO MATCH
AND LOCATION, PAINT
ALSO REF. STRUCT.
DWGS. FOR HEADER SIZE
SEE MECH. DWGS. FOR SIZE,
MECH. LOUVERS,10
UNLESS NOTED OTHERWISE
5'-0" x 4'-0" WINDOW
MATCH STUCCO COLOR TO THE FOLLOWING BENJAMIN MOORE COLORS
ELEVATION MATERIAL NOTES
1
HOLLOW METAL DOORS
2
3
7
WALLS - STUCCO
8
5
GLASS/ALUMINUM DOORS
PREFINISHED ALUMINUM
COLLECTOR HEAD / GUTTERS & DOWNSPOUT
6
9
CONTROL JOINT (INDICATED AS 'CJ' ON DRAWINGS)
STUCCO COLOR
SEE SCHEDULE
SEE SCHEDULE
11
SHEATHING WITH SEALANT
EXPANSION JOINT IN STUCCO
& BACKER ROD, REFER DTLS.
12 EXTERIOR LIGHTS -
REFER TO ELECTRICAL
1. COLOR OF FASCIA, AND SOFFIT TO
NOTES:
MATCH STUCCO COLOR "A"
6 & 7/ A-307.
EXTERIOR MATERIALS
= 2" THICK STUCCO1
= 2 1/2" THICK STUCCO2
VALLEY FORGE TANG
H
BM-2163-10
OC-57
OC-10
HC-98
AC-35
2126-30ANCHOR GRAY
3. ALL SHUTTERS COLOR TO MATCH
BENJAMIN MOORE COLOR: 2126-30
3/4" X 3/4" CONSTRUCTION "V" JOINT IN STUCCO.
(INDICATED AS 'EJ' ON DRAWINGS)
THRU-WALL HVAC UNIT- SEE
MECH. -COLOR TO MATCH
ADJACENT STUCCO COLOR
13 NON-FUNCTIONAL
DECORATIVE LOUVER
TO MATCH THRU-WALL
HVAC LOUVER
4. BRACKET COLOR TO MATCH
BENJAMIN MOORE COLOR:
WHITE HERON OC-57
= SYNTHETIC STONE VENEER AS SELECTED BY OWNER3
STONE TO MATCH VERDE BUSINESS PARK STONE COLOR
Of
Date
Sheet
Job
Sheets
15078
R
S
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L
.
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.
C
.
AR
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T
O
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A
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7
6
0
1
0
10
3
S
O
U
T
H
M
E
S
Q
U
I
T
E
S
T
R
E
E
T
,
S
U
I
T
E
B
7-18-16
PH
O
N
E
8
1
7
/
5
3
8
-
9
2
5
8
Approved By:
Emily DelgadoPlanning & Community Development
8:56 am, 12/26/2018