10-26-21 The Hidden Grove SP ApprovedCO
CO
CO N60° 19' 19"E 60.00'
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N29° 35' 51"W 241.05'
S58° 50' 51"W 45.06'
CO
REVISIONS :
NO.DATE DESCRIPTION
DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT/ENGINEER, WHETHER THE PROJECT FOR WHICH THEY AREINTENDED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY ANYONE ON OTHER PROJECTS, OR EXTENSIONS TO THIS PROJECT NOTCOVERED IN THE CONTRACT, WITHOUT WRITTEN AGREEMENT WITH, AND APPROPRIATE COMPENSATION TO FORD ENGINEERING, INC.
10927 WYE DRIVE, STE 104, SAN ANTONIO, TEXAS 78217 * P.(210) 590-4777 * F.(210-590-4940)
FORD ENGINEERING INC.
ENGINEERING * SURVEYING * PLANNING
TBPE No. F-1162 * WWW.FORDENGINEERING.COM * TBPLS No. 10018400
THE HIDDEN GROVE
539 MAIN STREET
SCHERTZ, TEXAS
CIVIL SITE PLAN
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PROP USE:COMMERCIALZONING DISTRICT:MSMU-NDLOT AREA14,331.24 SQ. FT. / 0
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BUILDING HEIGHT:12' (1-STORY)FLOOR AREA RATIO0.316TOTAL PARKING:2 SPACES (1 HANDIC
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OWNER:1017 HOLDINGS LLC - NICK MARQUEZ603 MAIN STSCHERTZ, TX 78154210-619-1782LOCATION MAP LEGEND:FEMA 100-YR FLOODPLAIN ENGINEER:FORD ENGINEERING, INC.MARK B. HILL10927 WYE DRSUITE 104SAN ANTONIO, TX 78217210-590-4777PROJECTSITE78MAIN ST BECK STEXCHANGE AVE CURTISSAVEPECAN GROVE RD CIBOLOCREEK SCHERTZ PKWYSCHERTZCIBOLO CREEKCITYLIMITS 3009NEW BLDG(1,751 SQ FT)
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REVISIONS :
NO.DATE DESCRIPTION
DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT/ENGINEER, WHETHER THE PROJECT FOR WHICH THEY AREINTENDED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY ANYONE ON OTHER PROJECTS, OR EXTENSIONS TO THIS PROJECT NOTCOVERED IN THE CONTRACT, WITHOUT WRITTEN AGREEMENT WITH, AND APPROPRIATE COMPENSATION TO FORD ENGINEERING, INC.
10927 WYE DRIVE, STE 104, SAN ANTONIO, TEXAS 78217 * P.(210) 590-4777 * F.(210-590-4940)
FORD ENGINEERING INC.
ENGINEERING * SURVEYING * PLANNING
TBPE No. F-1162 * WWW.FORDENGINEERING.COM * TBPLS No. 10018400
THE HIDDEN GROVE
539 MAIN STREET
SCHERTZ, TEXAS
UTILITY PLAN
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UTILITIES NOTEAPPROVAL OF UTILITY PLAN AS PART OF SITE PLAN IS APPROVAL OF GENERAL SCHEME OF UTILITY CONNECTIONS.APPROVAL DOES NOT CONSTITUTE APPROVAL OF SPECIFIC LAYOUT OR OR DETAILS OF CONSTRUCTION. CHANGE MAY BEPROPOSED OR REQUIRED PRIOR TO ISSUANCE OF ANY PERMIT FOR CONSTRUCTION.SAN SWR SAMPLE PORT
C2
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EXISTING STRUCTURE
0 5'10'15'20'
SCALE: 1/8" = 1' -0"
FIRE HYDRANT
FIRE HOSE LAY
NEW STRUCTURE ADDITION
NEW STRUCTURE ADDITION
NEW STRUCTURE ADDITION
EXCHANGE AVE.
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90
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-
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53'-
9
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FIRE HOSE LAY
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LOCATION
2
3
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'
-
0
"
23'-6"
6'-
0
"
NEW WOOD GATE ENTRY
NEW WOOD GATE ENTRY
4
PLAN
NORTHKEY PLAN TRUE
NORTH
DATE
PROJECT NUMBER
CLIENT
REVISIONS
ARCHITECT Above Ground Design, PLLC
200 Grooms Road
Cibolo, Texas 78108
DR
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COPYRIGHT 2021
MAY 4, 2021
STRUCTURAL Hoffer Structural Solutions
845 Proton Road
San Antonio, Texas 78258
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AF0.01
SITE FIRE
PROTECTION PLAN
OCTOBER 26, 2021
21005
PKM VENTURES, LLC
ISSUE FOR PERMIT
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1/8" = 1'-0"3 FIRE PROTECTION SITE PLAN
1. DURING CONSTRUCTION BUILDING ADDRESS SHALL BE POSTED. ADDRESS
NUMERALS SHALL BE A COLOR CONTRASTING TO THE BACKGROUND. ADDRESS
SHALL BE LOCATED SO THEY ARE CLEARLY VISIBLE AND LEGIBLE FROM THE
STREET OR ROAD FRONTING THE PROPERTY.
2. ALL MANUAL AND ELECTRONIC GATES ON REQUIRED FIRE DEPARTMENT ACCESS
ROADS OR GATES OBSTRUCTING FIRE DEPARTMENT BUILDING ACCESS SHALLBE
PROVIDED WITH THE KNOX RAPID ENTRY SYSTEM FOR EMERGENCY ACCESS BY
FIREFIGHTING PERSONNEL. BUILDING ACCESS AND/OR GATE ACCESS IS
REQUIRED. PROVIDE DETAILS AND LOCATION OF ALL KNOX BOX(S) AND/OR KNOX
PAD LOCK(S).
3. THE CONTRACTOR SHALL DESIGNATE A PERSON TO BE THE FIRE PREVENTION
PROGRAM SUPERINTENDENT WHO SHALL BE RESPONSIBLE FOR THE FIRE
PREVENTION PROGRAM AND ENSURE THAT IT IS CARRIED OUT THROUGH
COMPLETION OF THE PROJECT. THE FIRE PREVENTION PROGRAM
SUPERINTENDENT SHALL HAVE THE AUTHORITY TO ENFORCE THE PROVISIONS
OF THE FIRE CODE AND OTHER PROVISIONS AS NECESSARY TO SECURE THE
INTENT OF THE FIRE CODE. WHERE GUARD SERVICE IS PROVIDED, THE
SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE GUARD SERVICE.
4. DURING THE ENTIRE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE FULLY
RESPONSIBLE FOR PROVIDING AND MAINTAINING UNOBSTRUCTED EMERGENCY
VEHICLE ACCESS TO THE PROJECT SITE, BUILDINGS, AND BUILDINGS UNDER
CONSTRUCTION 24 HOURS A DAY.
5. GRADE TRANSITIONS SHALL NOT EXCEED THE CITY OF SCHERTZ'S FIRE
DEPARTMENT AND MUTUAL AID DEPARTMENTS APPARATUS MAXIMUM APPROACH
AND DEPARTURE ANGLES MAXIMUM 8 PERCENT (FOR AERIAL APPARATUS 8
PERCENT) OR AS DETERMINED BY THE FIRE CHIEF.
6. ALL-WEATHER ACCESS ROADS AND HYDRANT LOCATIONS SHALL BE APPROVED
BY THE FIRE MARSHAL AND SHALL BE IN PLACE AND OPERATIONAL BEFOREANY
COMBUSTIBLE MATERIALS ARE PLACED ON SITE. ACCESS ROADS AND HYDRANTS
SHALL BE MAINTAINED CLEAR OF OBSTRUCTIONS AT ALL TIMES.
7. NO LANDSCAPING OR OTHER OBSTRUCTIONS ARE TO BE WITHIN A THREE FOOT
RADIUS OF A HYDRANT OR FIRE DEPARTMENT CONNECTION.
EMERGENCY ACCESS LANE AS SHOWN HEREON, A HARD ALL-WEATHER SURFACE
SHALL BE MAINTAINED IN A STATE OF GOOD REPAIR AT ALL TIMES AND KEEP THE
SAME FREE AND CLEAR OF ANY STRUCTURES, FENCES, TREES, SHRUBS, OROTHER
IMPROVEMENTS OR OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO THE PARKING
OF MOTOR VEHICLES, TRAILERS, BOATS, OR OTHER IMPEDIMENTS TO THE ACCESS
OF FIRE APPARATUS. THE MAINTENANCE OF THE FIRE ACCESS LANE IS THE
RESPONSIBILITY OF THE OWNER, AND THE OWNER SHALL POST SIGNS WHERE
REQUIRED AND MAINTAIN APPROPRIATE SIGNS IN UNSPICUOUS PLACES ALONE
SUCH FIRE LANES, STATING “FIRE LANE, NO PARKING, TOW-AWAY ZONE”. THE FIRE
MARSHAL, POLICE, OR DULY AUTHORIZED REPRESENTATIVE IS HEREBY
AUTHORIZED TO CAUSE SUCH FIRE LANES TO BE MAINTAINED FREE AND
UNOBSTRUCTED AT ALL TIMES FOR FIRE DEPARTMENT AND EMERGENCY USE.
GENERAL FIRE PLAN NOTES
No.DescriptionDate
2City Comments10.06.2021
3City Comments10.18.2021
4City Comments10.26.2021
10/26/2021 3:21:49 PM
ApApproved By:
Megan Harrison, Planner
Planning & Community Development
MAIN STREET
05 101520
SCALE: 1" = 10' -0"
EXISTING 34" DIA.
PECAN TREE
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EXISTING CAR PORT
ENTERTAINMENT FOUNDATION
SO
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PORCH
EXCHANGE AVE.
EXISTING 22" DIA.
PECAN TREE
OUTSIDE
SCOPE AREA
EXISTING STRUCTURE
12" WIDE AREA
FOR 6" FRENCH
DRAIN AND
RIVER ROCK
RIVER ROCK
GRAVEL
GRAVEL
GRAVEL GRAVEL
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
RIVER ROCK
EXISTING 30" DIA.
PECAN TREE
ROSEMARY BUSH (3)
RIVER ROCK
NEW BUILDING FOUNDATION
EXISTING 30" DIA.
PECAN TREE
DEMO EXISTING 12"
DIA. PECAN TREE
DEMO EXISTING
12" DIA. PECAN
TREE
RIVER ROCK
SIDEWALK
CHANNEL
DRAIN &
COVER
12" WIDE AREA
FOR 6" FRENCH
DRAIN AND
RIVER ROCK
2" PVC SLEEVE
CONNECTION TO
6" FRENCH DRAIN
AND RIVER ROCK
SIDEWALK
CHANNEL
DRAIN &
COVER
2
2
2
2
EXISTING WOOD PRIVACY FENCE TO REMAIN
EXISTING WOOD PRIVACY FENCE TO REMAIN
EXISTING WOOD PRIVACY FENCE TO REMAIN 2
2
2
EXISTING WOOD PRIVACY
FENCE TO REMAIN
EXISTING WOOD PRIVACY
FENCE TO REMAIN
2
2
NEW WOOD PRIVACY FENCE
TO MATCH EXISTING
NEW WOOD PRIVACY FENCE
TO MATCH EXISTING
3
4
4
GENERAL LANDSCAPE PLAN NOTES
1. TREE PROTECTION FENCING TO REMAIN IN PLAE UNTIL CONSTRUCTION IS
COMPLETE.
2. USE HAND TOOLS AND CARE DURING CONSTRUCTION IN THE DRIP LINE OF
EXISTING TREES.
3. CONTRACTOR TO NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY FOR ANY
DISCREPANCIES FOUND IN THE FIELD.
4. ALL WEEDS WITHIN THE PROJECT AREA ARE TO BE REMOVED AND TAKEN OFF
SITE BY THE CONTRACTOR. ROOT SYSTEMS SHOULD BE ERADICATED.
5. SITE WORK REQUIRING DIGGING WITHIN THE PROMINENT ROOT ZONES OF
EXISTING TREES SHALL BE DONE BY HAND OR AIR SPADE. NO ROOTS OVER 1" IN
DIA. SHALL BE CUT.
6. ALL EXISTING VEGETATION TO REMAIN ARE ESTABLISHED AND REGIONAL
SPECIES NOT REQUIRING IRRIGATION SYSTEMS. ANY NEW VEGETATION TO BE OF
REGIONAL SPECIES AND APPLY A TEMPORARY DRIP IRRIGATION THROUGHOUT
ROOT ESTABLISHMENT.
7. ALL LANDSCAPED AREAS TO BE MAINTAINED BY AN UNDERGROUND SYSTEM.
PLAN
NORTHKEY PLAN TRUE
NORTH
DATE
PROJECT NUMBER
CLIENT
REVISIONS
ARCHITECT Above Ground Design, PLLC
200 Grooms Road
Cibolo, Texas 78108
DR
A
W
N
B
Y
:
CH
E
C
K
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:
COPYRIGHT 2021
MAY 4, 2021
STRUCTURAL Hoffer Structural Solutions
845 Proton Road
San Antonio, Texas 78258
10
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1
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LANDSCAPE PLAN
OCTOBER 26, 2021
21005
PKM VENTURES, LLC
ISSUE FOR PERMIT
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1" = 10'-0"5 SITE LANDSCAPE PLAN
NORTH
TRUE NORTH
NOT TO SCALE17TREE PROTECTION DETAIL
NOT TO SCALE9TREE ROOT PROTECTION DETAIL
LEGAL DESCRIPTION: PROPERTY ID: 67688 ABS: 221 SUR: G MALPAZ
SITE AREA: 0.334 NET ACRES
ZONING OF SITE: COMMERCIAL, COMMON LAND AREA -14
PROPOSED USE: COMMERCIAL TAVERN
DEVELOPMENT IS SUBJECT TO THE FOLLOWING CODES:
2012 TEXAS ACCESSIBILITY STANDARDS
2018 SCHERTZ UNIFIED DEVELOPMENT CODE
2018 INTERNATIONAL BUILDING CODE WITH LOCAL AMENDMENTS
2018 INTERNATIONAL RESIDENTIAL CODE WITH LOCAL AMENDMENTS
2018 INTERNATIONAL FIRE CODE WITH LOCAL AMENDMENTS
2018 INTERNATIONAL MECHANICAL CODE WITH LOCAL AMENDMENTS
2020 NATIONAL ELECTRIC CODE WITH LOCAL AMENDMENTS
2015 INTERNATIONAL ENERGY CONSERVATION CODE WITH LOCAL AMENDMENTS
No.DescriptionDate
2City Comments10.06.2021
3City Comments10.18.2021
4City Comments10.26.2021
2
10/26/2021 3:21:52 PM
ApApproved By:
Megan Harrison, Planner
Planning & Community Development
GENERAL NOTES
1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE, CONTACT ARCH IF
CLARIFICATION IS NECESSARY IN ORDER TO DETERMINE THE INTENT OF THE CONTRACT
DOCUMENTS
2. DRAWINGS NOTED AS "N.T.S" OR "NTS" ARE NOT TO SCALE
3. ALL DIMENSIONS ARE TO STRUCTURAL COLUMN LINES OR THE FACE OF FINISHED SURFACES
U.N.O.
4. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITION BEFORE COMMENCING WORK.
NOTIFY ARCH. OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH AFFECTED WORK
5. NOTES OR DIMENSIONS NOTED AS "TYPICAL" OR "TYP." OR "TYP" SHALL APPLY TO CONDITIONS
THAT ARE THE SAME OR SIMILAR
6. DIMENSIONS NOTED AS "FIELD VERIFY" OR "V.I.F." OR "VIF" SHALL BE MEASURED AND
CONFIRMED AT THE PROJECT SITE BY THE CONTRACTOR AND REVIEWED WITH THE ARCH.
BEFORE INCORPORATING INTO THE WORK
7. DIMENSIONS NOTED AS "CLEAR" OR "CLEAR INSIDE" REQUIRE SPECIFIC COORDINATION
AMONG DISCIPLINES AND OR MANUFACTURERS
8. ALL DOOR THRESHOLDS AT ALL EXTERIOR DOORS SHALL BE SET IN FULL BED OF SEALANT
9. COORD. HOUSEKEEPING PAD LOCATIONS AND DIMENSIONS WITH EQUIPMENT TO BE
INSTALLED
10. ALL FLOOR FINISH MATERIAL CHANGES SHALL HAVE REDUCER STRIPS
11. ALL REQUIRED ACCESSIBLE CLEARANCES FOR ALL ITEMS, INCLUDING BUT NOT LIMITED TO
ALL COUNTER TOPS, ALL PLUMBING FIXTURES, ALL LAVATORIES, ALL URINALS, ALL TOILETS
SHALL BE STRICTLY ENFORCED
12. REFER TO OTHER DISCIPLINE DOCUMENTS FOR ADDITIONAL SCOPE OF WORK
13. ALL NEW DOOR HARDWARE TO MEET TEXAS ACCESSIBLE STANDARDS TO INCLUDE BUT NOT
LIMITED TO REQUIREMENTS FOR HEIGHTS, CLEARANCES, PUSH/PULL FORCE, LEVERS,
CLOSERS, AND LOCKS.
14. FIRST EIGHT CMU COURSES SHALL HAVE EPOXY PAINT APPLIED TO ALL EXPOSED SURFACES.
15. ALL WALL MOUNTED ELECTRICAL DEVICES SHALL BE MOUNTED ABOVE THE SIXTH CMU
COURSE TO REMAIN ABOVE BASE FLOOD ELEVATION.
16. THE EXISTING FENCELINE TO REMAIN AND WILL HAVE THE BUILDING FRONTAGE COVERED BY
THE WOOD FENCE CURRENTLY ON SITE.
5
A7.10
7'-
0
"
P003
3'-0"
5'-
0
"
SHEET METAL ROOFING, REFER TO
ROOFING DRAWINGS
GUTTER
DOWNSPOUT8" CMU -RUNNNING BOND
1 3/8" / 1'-0"
DOWNSPOUT KEY BOX DOWNSPOUT DOWNSPOUT
GUTTER
STEEL FRAMING, REFER TO
STRUCTURAL
WOOD PICKET FENCE
WOOD PICKET FENCE
GROUTED BOTTLE FILLER LOCATION OF ELECTRICAL PANELS
ADDRESS LOCATION (TO BE REVIEWED UNDER SEPARATE PERMIT)
FLOOD VENT
2
2
LOCATION OF PRIVACY FENCE
4
3
A7.10
GROUTED BOTTLE FILLER
STEEL FRAMING, REFER TO
STRUCTURAL
SHEET METAL ROOFING, REFER TO
ROOFING DRAWINGS
8" CMU -RUNNNING BOND
GUTTER
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
NEW WOOD PICKET FENCE
EXISTING WOOD FENCE
NEW CONCRETE SIDEWALK
FLEXIBLE FLASHING
2'-0 3/4"
RAFTER, REF.
STRUCTURAL
2'-0 3/4"
FRAMED PERFORATED PVC PANEL,
PAINTED FLAT BLACK
LED DOWN
LIGHT FIXTURE
P001
FLOOD VENT FLOOD VENT
2 2
LOCATION OF
PRIVACY FENCE
4
7'-
1
1
3
/
4
"
1'-
1
1
/
4
"
10
'
-
1
"
R
1
2
'
-
0
"
12
'
-
0
"
CORRUGATED METAL ROOF
LED DOWN LIGHT
OWNER PROVIDED SIGNAGE
(SEPARATE PERMIT REQUIRED)
PRE-RUSTED METAL PANEL
6X6 SEALED
WOOD COLUMN
METAL DOUBLE GATE WITH LOCK6" CONCRETE SLAB
2
3
A7.10
GROUTED BOTTLE FILLER
P001
2'-0 3/4"
FLEXIBLE FLASHING
SHEET METAL ROOFING, REFER TO
ROOFING DRAWINGS
8" CMU -RUNNNING BONDCONCRETE SIDEWALK
RAFTER, REF. STRUCTURAL
9'-
4
"
FRAMED PERFORATED PVC
PANEL, PAINTED FLAT BLACK
LED DOWN LIGHT FIXTURE
EXIT FIXTURE
FLOOD VENTFLOOD VENT
22
15
A7.10
P117
P116P116AP116B
5/8" / 1'-0"
GUTTER
STEEL FRAMING, REFER TO
STRUCTURAL
FLEXIBLE FLASHING 8" CMU -RUNNNING BOND
STEEL COLUMN, REFER TO
STRUCTURAL
FRAMED PERFORATED PVC PANEL, PAINTED FLAT BLACK
LED HIGH BAY LIGHT FIXTURE
FITCH BEAM KICKER
ADD WOOD IN BETWEEN FLANGE FOR FITCH
9'-
4
"
8'-
0
"
OWNER PROVIDED SIGNAGE (TO BE
REVIEWED UNDER SEPARATE PERMIT)
2
P112
2" / 1'-0"
NEW WOOD PICKET FENCE
NEW CONCRETE SIDEWALK
RAFTER, REF.
STRUCTURAL
FRAMED PERFORATED
PVC PANEL, PAINTED
FLAT BLACK (BACKED
BUG SCREEN)
LED DOWN
LIGHT FIXTURE
LED DOWN LIGHT
FIXTURE
GUTTER
FLEXIBLE FLASHING
SHEET METAL ROOFING, REFER TO
ROOFING DRAWINGS
DOWNSPOUT
8" CMU -RUNNNING BOND
2" / 1'-0"
12
A7.10
2X6 SEALED BEAM
6X6 SEALED
WOOD COLUMN
CORRUGATED METAL ROOF DECK
1X WOOD SLAT DECKING
2X6 WOOD RAFTER
6" CONCRETE SLAB
WOOD FRAMED
CORRUGATED METAL PANEL
6'-
6
1
/
2
"
4'-
2
1
/
2
"
2'-1"
6"
3
A7.10
GUTTER
FLEXIBLE FLASHING
DOWNSPOUT
GUTTER
STEEL COLUMN, REFER TO
STRUCTURAL
STEEL FRAMING, REFER TO
STRUCTURAL
SHEET METAL ROOFING, REFER TO
ROOFING DRAWINGS
8" CMU -RUNNNING BOND
GROUTED BOTTLE FILLER
RAFTER, REF.
STRUCTURAL
FRAMED PERFORATED PVC
PANEL, PAINTED FLAT BLACK
LED DOWN
LIGHT FIXTURE
TRANSLUCENT ROOF
LED HIGH BAY LIGHT FIXTURE
FLOOD VENT
2
P002
FLEXIBLE FLASHINGSHEET METAL ROOFING, REFER TO
ROOFING DRAWINGS
8" CMU -RUNNNING BOND
STEEL COLUMN, REFER TO
STRUCTURAL
STEEL FRAMING, REFER TO
STRUCTURAL
FRAMED PERFORATED PVC
PANEL, PAINTED FLAT BLACK
LED HIGH BAY LIGHT FIXTURE
FITCH BEAM KICKER
ADD WOOD IN BETWEEN FLANGE FOR FITCH
LED DOWN LIGHT FIXTURE
10'-0" O.C.
6'-
6
1
/
2
"
B
.
O
.
B
E
A
M
8'-
0
1
/
2
"
B
.
O
.
B
E
A
M
2X6 SEALED BEAM
6X6 SEALED
WOOD COLUMN
CORRUGATED METAL ROOF DECK
1X WOOD SLAT DECKING
2X6 WOOD RAFTER
6" CONCRETE SLAB
PLAN
NORTHKEY PLAN TRUE
NORTH
DATE
PROJECT NUMBER
CLIENT
REVISIONS
ARCHITECT Above Ground Design, PLLC
200 Grooms Road
Cibolo, Texas 78108
DR
A
W
N
B
Y
:
CH
E
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K
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:
COPYRIGHT 2021
MAY 4, 2021
STRUCTURAL Hoffer Structural Solutions
845 Proton Road
San Antonio, Texas 78258
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2
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0
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1
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EXTERIOR
ELEVATIONS
OCTOBER 26, 2021
21005
PKM VENTURES, LLC
ISSUE FOR PERMIT
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7
8
1
5
4
1/4" = 1'-0"5 BUILDING ELEVATION EAST
1/4" = 1'-0"10 BUILDING ELEVATION NORTH
1/4" = 1'-0"11 ENTRANCE GATE ELEVATION
1/4" = 1'-0"15 SOUTH ELEVATION AT RESTROOMS
1/4" = 1'-0"13 WEST ELEVATION AT LOUNGE
1/4" = 1'-0"6 WEST ELEVATION -RESTROOMS
1/4" = 1'-0"7 FRONT ENTERTAINMENT COVER
1/4" = 1'-0"20 ELEVATION AT LOUNGE SOUTH
1/4" = 1'-0"18 NORTH ELEVATION AT LOUNGE
1/4" = 1'-0"1 BUNGALOW FRONT ELEVATION
No.DescriptionDate
2City Comments10.06.2021
4City Comments10.26.2021
2
10/26/2021 3:21:58 PM
ApApproved By:
Megan Harrison, Planner
Planning & Community Development