PLT2005-00029 (2)
PL T2005-00029
211 EWING AVE
EWING DEVELOPMENT
PLANNER OF RECORD: JVS
ATLAS # 287A
ZONING: D
LAND USE: CBD
RECEIVED: 12/21/2005
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
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UTILITY NOTES:
1. CONTRACTOR SHALL LOCATE AND
VERIFY ALL SOFT UTILITY LOCATIONS
PRIOR TO EXCAVATION.
2. CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY RELOCATIONS NECESSARY TO
IMPLEMENT PROPOSED UTILITY PLAN.
,
CITY OF CLEARWATER
. CITY STORMWATER:.
. :" 15/29'15116830/00'1/0250
CITY OF CLEARWATER
317 S. M.L.K. Jr. AVENUE
15/29/15/65196/000/0060
("o-,<x)0'l2;::~
LEGAL DESCRIPTION:
LOTS 11,12, 13, 26, 27 & 28, BLOCK
B, COACHMAN HEIGHTS REPLA T,
ACCORDING TO THE MAP OR PLAT
THEREOF, AS RECORDED IN PLAT
BOOK 20, PAGE 26 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY,
FLORIDA.
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ALL EXISTING IMPROVEMENTS TO BE
REMOVED. ALL ROW AREAS NOT
REPAVED ARE TO BE RESTORED WITH
SOD AND NEW SIDEWALK PER SITE
PLAN. CURB ALONG UNION STREET IS
TO BE RESTORED WHERE EXISTING
DRIVEWAY IS REMOVED.
LOT 29
BLOCK B
PRELIMINARY PLAT LINE TABLE
LINE LENGTH BEARING
L1 14,90 N59'14'47"E
L2 14,09 N53'25'05"E
L3 5.01 S89"54'53"E
L4 6.33 SOO'02'28"W
L5 6,33 N89'54'53"W
L6 7.00 S89'54'53"E
L7 5.00 S89"54'53"E
L8 5.88 SOO'05'07"W
L9 7.00 N89'54'53"W
L10 6.33 S89"54'53"E
LOT 14
BLOCK B
KELLER, KLAUS & JOAN
400 S. M.L.K. Jr. AVENUE
15/29/15/16830/002/0290
KELLER, KLAUS & JOAN
303 EWING AVENUE
15/29/15/16830/002/0140
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SITE NOTES
1. THE PROPOSED ACTIVITIES SHALL COMPLY WITH THE CITY OF
CLEARWATER DEVELOPMENT REGULATIONS INCLUDING THE
TREE AND LANDSCAPE CODE, STORMWATER MANAGEMENT
REGULATIONS AND FIRE CODES AT THE TIME OF PERMITTING.
LEGEND
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15/29/15/16830/002/0110
PROJECT AREAS:
Building:
Pavement:
Cone, I Mise:
Green area:
Storm water
TOTAL:
18. PRIVATE LIGHTING SHALL BE PROVIDED ON A PER UNIT BASIS.
PIN. NUMBER
9. SOLID WASTE COLLECTION SHALL BE BY GARAGE STORED
INDIVIDUAL TRASH RECEPTACLES
r- PROJECT LOCATION.
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Section: 15, Township 29, Range 15 East
LOCA TION
PROPOSED BUILDING
19. ALL UNDERGROUND WATER MAINS AND HYDRANTS ARE TO
BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO
CONSTRUCTION AS PER NFPA 241.
10, ALL AlC UNITS WILL BE LOCATED OUTSIDE THE SETBACKS,
D' DOWNTOWN DISTICT
ZONING
211 EWING AVENUE
ADDRESS
11. UNITS SHALL BE 3 STORY, EXCEPT WHERE DENOTED AS 2
STORY, AND SHALL BE EQUIPPED WI FIRE SPRINKLER SYSTEMS
PER CITY L.D.C. REQUIREMENTS,
2. THERE ARE NO WETLANDS OR CONSERVATION AREAS WITHIN
THE PROJECT BOUNDARIES.
EXISTING BUILDING
20. PLANS ADHERE TO FLORIDA FIRE PREVENTION CODE-2001
EDITION, NFPA 101-2000 EDITION, NFPA 70-1999 EDITION, AND
FLORIDA STATUTE 633.
CITY OF CLEARWATER
JURISDICTION
FLOOR AREA RATIO:
Provided:
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CURRENT LAND USE SINGLE FAMIL Y I VACANT
3. ALL SIGNAGE SHALL COMPLY WITH THE CITY OF CLEARWATER
SIGNAGE CODES,
PROPOSED SIDEWALK /
CONCRETE
STORI ES :
3
1.24 FAR.
55,887 Sq, Ft.
12. SOD ALL AREAS IN EXISTING RIGHT OF WAY DISTURBED
BY CONSTRUCTION.
MAXJMUM BUILDING HEIGHT 30' MAX,
21. CLEARANCES OF 7 1/2 FEET IN FRONT OF AND TO THE SIDES OF
THE FIRE HYDRANT, WITH A 4 FOOT CLEARANCE TO THE REAR OF
THE HYDRANT ARE TO BE MAINTAINED AS PER NFPA 1, SEC. 3-5.6.
22. FIRE PREVENTION SYSTEM TO BE INSTALLED IN ACCORDANCE
WITH NFPA 13,1999 EDITION BY A LICENSED FIRE SPRINKLER
CONTRACTOR UNDER SEPARATE PERMIT WITH DRAWINGS.
4. ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE FRC,
IMPERVIOUS SURFACE RATIO:
PROVIDED: 0.77 I.S,R,
PROPOSED. S,B.
FRONT 8'
SIDE 6'
REAR 3'
13. FFE=FINISHED FLOOR ELEVATION.
REQUIRED SETBACKS:
FRONT N/A
SIDE N/A
REAR N/A
PROPOSED PAVEMENT AREA
5. STORMWATER REQUIREMENTS TO BE PROVIDED BY EXISTING
OFFSITE CITY OWNED I MAINTAINED SYSTEM.
14. ALL UNITS SHALL INCLUDE ROOF DRAINS TO COLLECT ROOF
RUNOFF AND SHALL BE DIRECTED TO STORMWATER SYSTEM,
05747
ALG
ALG
BW
BW
JOB NO.
DRAWN
DESIGNED
CHECKED
QC
SHEET
STORMWA TER NOTE:
USE OF OFFSITE STORMWATER CITY OF CLEARWATER SYSTEM
SHALL BE UTILIZED FOR ONSITE STORMWATER VOLUME.
PROPERTY LINE
6. ALL EASEMENTS SHALL BE DEDICATED TO THE APPROPRIATE
ENTITY AND ALL ROADS SHALL BE PRIVATE.
LANDSCAPE BUFFERS: SEC. ',00,00
FRONT 8'
SIDE 5'
REAR 3'
15. BUILDING CONSTRUCTION SHALL INCORPORATE STEMWALL
FOUNDATIONS WHERE GRADE DIFFERENTIAL EXCEEDS 12",
23. A TRAFFIC IMPACT FEE, TO BE DETERMINED, IS TO BE PAID
PRIOR TO C.O.
EXISTING CHAIN LINK FENCE
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7. WATER AND SEWER SERVICES SHALL BE PRIVATELY OWNED
AND MAINTAINED. SERVICE SHALL BE PROVIDED VIA THE CITY'S
WATERMAIN ON EWING AVE.
16. ALL SIDEWALK CROSS SLOPES AND DRIVEWAY CROSSINGS
FOR SIDEWALKS SHALL BE 2.0% MAX SLOPE.
LANDSCAPE PERIMETER BUFFERS:
ONE TREE PER 40 L F & 3' HIGH HEDGE
EXISTING EDGE OF PAVEMENT
PROPOSED CONC. CURB/EDGE
OF PAVEMENT
24. RECREATION FACILITIES IMPACT FEES, TO BE DETERMINED,
ARE DUE FOR TWO NET NEW RESIDENTIAL UNITS PRIOR TO
ISSUANCE OF BUILDING PERMITS OR FINAL PLAT, WHICHEVER
OCCURS FIRST.
LANDSCAPE: REQUIRED GREEN SPACE PER D,U,
Required 750 per UNIT 24 18,000 Sq Ft
ProVided 426 per UNIT 24 10,227 Sq Ft
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17. ALL PROPOSED SIDEWALKS SHALL MEET ADA REQUIREMENTS.
ALL EXISTING SUBSTANDARD SIDEWALKS ADJACENT TO OR PART
OF THE PROJECT SHALL BE BROUGHT UP TO CITY AND ADA CODES,
8. CONTRACTOR SHALL INSTALL DOGHOUSE MANHOLE TO
CONNECT PROPOSED 8" SANITARY SEWER CONNECTION TO
EXISTING SANITARY SEWER 8" MAIN via EWING AVE.
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