Extracted text (via ocr_local)
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NEW BOAT TESTING POOL
EXIST & CMU WALL
ING PARKIN
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NO0°38°43"E° 301.05”
EXISTING 8 CMU WALL
383" 99 38°F 476.50’
DUSTING & CMU WALL
exisTNG Boat DSPLAY/SToRAGE”
14
7 7
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/ $00°38’48"W 265.01’
EASTNG s* CMU WALL
‘BasTINGJPARKING J I LE
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KEYED NOTES:
NEW CONCRETE WET TEST TANK AND RAMP.
SEE PLAN SHEET A-1.
NEW STEEL FENCE.
SEE FENCE DETAILS SHEET A—O
NEW STEEL ROLLING GATE
SEE GATE DETAILS SHEET A—O
(4) 6” X 18” ROLLING GATE CONCRETE GUIDE
TRACK,
SEE GATE DETAILS SHEET A—O
3° CONCRETE WALK ALONG BOTH SIDES OF
TEST TANK.
TANK POOL EQUIPMENT INCLUDING PUMP
FILTER AND CHLORINE INSERT COMPARTMENT.
(7)s0 AMP PANEL W/ 20 AMP BREAKER FOR
POOL PUMP AND 20 AMP BREAKER FOR
120/V_DUPLEX OUTLET.
FED FROM BUILDING SES WITH UNDERGROUND
1” CONDUIT.
(8)NEW BOAT STORAGE BUILDING
SEE BUILDING DRAWINGS
pes 5’ BUILDING FOUNDATION LANDSCAPE
(10 RELOCATE EXISTING POLE LIGHT AS SHOWN
(11) EXISTING MATURE TREES (60’ +) TO REMAIN
(a EXISTING 8’ BLOCK WALL TO REMAIN
EXISTING LANDSCAPED ACCESS DRIVE.
AND BOAT STORAGE AREAS
(14) HATCHED AREAS INDICATE EXISTING PAVED BOAT
DISPLAY AND BOAT STORAGE AREAS
NEW 6” CONCRETE CURB LANDSCAPED PARKING
ISLANDS.
FIRE TRUCK ACCESS LANE—PAINTED CROSS
4” STRIPPING "NO PARKING FIRE LANE”
PER FIRE DEPARTMENT REQUIREMENTS.
FIRE TRUCK TURNING RADIUS—55’ OUTSIDE
35” INSIDE
CENal 20’ LANDSCAPED SETBACK WITH EXISTING
MATURE TREES AND PLANT MATERIAL TO REMAIN
NO NEW PLANTS TO BE ADDED.
(19) EXISTING LANDSCAPED AREA TO REMAIN
MATURE TREES AND PLANT MATERIAL TO REMAIN
EXISTING LANDSCAPED DRAINAGE AREA.
MATURE TREES AND PLANT MATERIAL TO REMAIN
|
MAIN are ee
JUNC.
ee TE er)
- UNC
4855-116
VAULT
eae HORIZONTAL RAIL
ON
PICKET
_—Post
FINISH GRADE
“—~ CONCRETE GUIDE
8X 18°SEE SITE PLAN
FRONT VIEW
SPECIFICATIONS
Posts: 2X2X.060 WALL
2X2 XO80" WALL
ZX2X 125" WALL
2AIEEX2 HEX. WALL
HORIZONTAL RAL: 1 1180 X 1H
SIDE WALLS - 0.52"
TOP WALLS-062"
PICKETS: 58" X 5/8" X 0.50" WALL
PICKET SPACING: 313/16" BETWEEN PICKETS
Notes:
{INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS,
2 DONOT SCALE DRAWING,
3, THIS DRAWING IS INTENDED FOR USE 8Y ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS
FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.
4, ALLINFORNATION CONTAINED HEREIN WAS CURRENT AT THE TINE OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY
‘THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE,
TYP ROLLING GATE
CENTURY MARI
3302 EAST MAI
~ HORIZONTAL RAIL
_PieKeT
Post
FINISH GRADE.
“CONCRETE FOOTINGS —
teak"
FRONT VIEW
SPECIFICATIONS
Posts: XX 060" WALL
2XZX O80 WALL
DX ZX 125 WALL
22X21" X 100" WALL
HORIZONTAL RAIL: 1 418WX 11H
SIDE WALLS 082"
TOP WALLS 062"
PICKET: 58" X 5/8" 0.50" WALL
PICKET SPACING: 3 13/16" BETWEEN PICKETS
Notes:
1. INSTALLATION TO BE CONPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2, DONOT SCALE DRAWING.
3, THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS
FOR PLANNING PURPOSES ONLY, THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.
4, ALLINFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY
‘THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
TYP POOL FENCE
4855-116
UNIVERBITY DRIVE
< SO} 3302 E. MAIN &
«| MAIN STREET = ‘SITE | a
i 2 2
3 > =
BROADWAY ROAD
VICINITY MAP
NO SCALE
STREET MESA, ARIZO
SITE PLAN
1” = 30’ NORTH
A
PROJECT INFORMATION
OWNER: CENTURY MARINE
MESA, ARIZONA 85213
PROJECT LOCATION:
3302 E. MAIN STREET
MESA, ARIZONA 85213
PROJECT DESCRIPTION:
SUBSTANTIAL_CONFORMANCE IMPROVEMENT PERMIT
S.C.I.P. TO ADD THE FOLLOWING:
1. ADD A BOAT TESTING POOL
2. ADD A NEW 100° X 204’ BOAT STORAGE BLDG.
EXISTING SITE. NON—CONFORMITIES:
(SEE PROJECT NARRATIVE FOR JUSTIFICATION)
SITE SETBACKS REQUIRED:
NORTH ADJACENT RM ZONING — 20’
WEST ADJACENT GC ZONING — 15’
SOUTH ADJACENT MAIN STREET—15’
EAST ADJACENT RM ZONING — 20’
SITE SETBACKS PROPOSED:
NORTH ADJACENT RM ZONING — 10°
WEST ADJACENT GC ZONING — 15’
SOUTH ADJACENT MAIN STREET—15’
EAST ADJACENT RM ZONING — 20’
PARKING REQUIRED:
EXISTING BUILDING;
16,300 S.F. @ x45 S.F. = 44 SPACES
NEW BOAT STORAGE BUILDING;
20,400 S.F. @ stg S.F. = 55 SPACES
TOTAL REQUIRED = 99 SPACES
PARKING PROPOSED = 30 SPACES
LANDSCAPING REQUIRED:
ALL SETBACKS PLUS 10% OF NET SITE AREA.
PROPOSED LANDSCAPING:
ALL EXISTING PERIMETER LANDSCAPING TO REMAIN
WITH PLANTS, TREES, GROUND COVER, AND
IRRIGATION SYSTEMS.
NEW 20’ SETBACKS ADJACENT THE NEW STORAGE
BUILDING AND RM ZONED PROPERTY WILL MAINTAIN
EXISTING PLANT MATERIAL. NO ADDITIONAL PLANTS
TO BE ADDED.
5’ FOUNDATION LANDSCAPING WILL BE ADDED
ALONG THE WEST AND SOUTH BASE OF THE
NEW STORAGE BUILDING IN COMPLIANCE WITH
CURRENT REQUIREMENTS.
LANDSCAPING REQUIRED:
ALL SETBACKS PLUS 10% OF NET SITE AREA.
PROPOSED LANDSCAPING:
ALL EXISTING PERIMETER LANDSCAPING TO REMAIN
WITH PLANTS, TREES, GROUND COVER, AND
IRRIGATION SYSTEMS.
NEW 20’ SETBACKS ADJACENT THE NEW STORAGE
BUILDING AND RM ZONED PROPERTY WILL MAINTAIN
EXISTING PLANT MATERIAL. NO ADDITIONAL PLANTS
TO BE ADDED.
5’ FOUNDATION LANDSCAPING WILL BE ADDED
ALONG THE WEST AND SOUTH BASE OF THE
NEW STORAGE BUILDING IN COMPLIANCE WITH
CURRENT REQUIREMENTS.
THE BALANCE OF EXISTING SITE LANDSCAPING WILL
REMAIN AS-IS WITH NO ADDITIONAL PLANTS;
EXISTING BUILDING BASE LANDSCAPE-—600 S.F.
NEW STORAGE BUILDING BASE —1,500 S.F.
EXISTING SITE NOT IN SETBACKS — 7,835 S.F.
TOTAL SITE LANDSCAPING—9,935 S.F.
TOTAL SITE AREA=172,596 S.F.=5.7% LANDSCAPED
BOAT TESTING POOL.
(SEE PROJECT NARRATIVE)
THE EXISTING BOAT TESTING POOL IS LOCATED
12’-6” FROM THE NORTH PROPERTY AND 12’—6”
FROM THE WEST PROPERTY IN THE REQUIRED
SETBACKS.
THE OWNER IS REQUESTING APPROVAL OF THIS
OUTDOOR WORK FACILITY AND WILL COMPLY WITH
THE FOLLOWING STIPULATIONS:
1. PROCESS APPROVAL OF A BUILDING PERMIT.
2. PROVIDE SOUND TESTING STUDY RESULTS.
SITE DRAINAGE.
THE EXISTING SITE DRAINS INTO THE RETENTION
AREA ALONG THE WEST PROPERTY LINE WHERE
SURFACE DRAINAGE IS CHANNELED INTO THE
STORM DRAINAGE SYSTEM IN MAIN STREET.
THE PROPOSED NEW BUILDING WILL MAINTAIN THE
EXISTING DRAINAGE AND DOES NOT ADD ANY
ADDITIONAL DRAINAGE FLOW.
PRO.NO, Sa eine
DATE: 4/01/26
DRAWN BY: FE
REVISIONS:
4/01/26
5/5/26
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