CSP01-07-27
CSP 01-07-27
DR. DONALD FOX
911 & 915 COURT
STREET
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CHESTNUT STREET
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NES Comm.: 0045
I Drawn By: N.W.M. I
Checked By: K.H.R.
WITHING THE SIGHT VISIBILITY TRIANGLE, NO STRUCTURE
OR LANDSCAPING MAY BE INSTALLED WHICH WILL
OBSTRUCT VIEWS AT A LEVEL BETWEEN THIRTY INCHES
(30U) ABOVE GRADE AND SEVEN FEET (7') ABOVE GRADE
PER SECTION 3-904,
+26.5
E9 MONITOR WELL
D UTILITY BOX
181 WA TER BOX
"* POWER POLE
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THlS,DRAWI NO ~AN,. ",XlFSaMc" E AND SHALL, REtoWN THE PlWPERTfOf" THE . ",," ,,' -
ENGINEER, AND: .. BE REPROOUCED,PUBUSHm ~,usm IN Nff'WAV WiTHouT,/
THE ,~ EN<lHER.' ." @COPrRIGHT 2000 NOT pull.JSHm
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c f~ THESE PlANS ARE NoivAuO"uN"(iSS" 1--
",,')=ssm WiTH THE SIGNING ENGINEER'S SEAL
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LEGAL DESCRIPTION
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THAT PART OF' LOTS 17... 18, 19 AND 20, LESS THE WEST 25 F'EET THEREOF', LYING
SOUTHERLT OF' COURT STRt.ET EXTJ;~ION AS SHOWN ON PLAT ATTACHED TO CLERKS
. INSTRUMENT NO. 9790841. BLOCK C t COACHMAN HEIGHTS, ACCORDING TO THE MAP OR
PLAT THEREOF'.&. AS RECOKDED IN PLA BOOK 20, PAGE 26, OF' THE PUBLIC RECORDS
Of PINEUAS ~OUNTY, fLORIDA.
AND
THE wEST 25 FEET Of THAT PART OF' LOTS 16, 171. 18, 19 AND 20... BLOCK "C",
COACHMAV HEIGHTS RECORDED IN PLAT BOOK 20 PA\iE 26 PUBUC Rt.CORDS OF'
PINELLAS COUNTY FLORIDA, LYING SOUTH OF' COURT STREET EXTENSION AND NORTH
OF' CHESTNUT STREET, SAID PROPERTY DESCRIBED AS F'OLLOWS: BEGIN AT A POINT IN
THE WEST BOUNDARY OF' SAID LOT 16 WHERE THE SAME INTERSECTS THE SOUTH
BOUDARY OF' COURT EXTENSION, fOR A POINT Of BEGINNING; AND FROM THE POINT
OF' BEGINNING, THUS ESTABUSHED RUN THENCE SOUTH ALONG THE WEST BOUNDARIES .
Of SAID LOTS 16 17. 18 19. AND 20 A DISTANCE Of 192.98 fEET MORE OR LESS
TO THE SOUTHWEST CORNER Of SAID LbT 20; THENCE EAST ALONG THE SOUTH BOUNDARY
Of SAID LOT 20 25.00 fEET; THENCE NORTH ALONG A LINE PARALLEL TO THE WEST
BOUNDARY OF' SAID LOTS 2Qt 19t. 18..t 17, AND 16t A DISTANCE Of 161.76 fEET MORE
OR LESS TO THE SOUTH BOuNDAKY uf SAID COUR STREET EXTENSION 40.32 fEET,
MORE OR LESS TO THE EST ABUSHED POINT Of BEGINNING.
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FOOOD ZONE INFORMATION
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THE ABO~ESCRIBED .PROPERTY APPEARS TO LIE WITHIN F'LOOD
ZONE X ER F'LOOD INSURANCE RATE MAP 125096 0015 D
MAP REVISED. 08- 1 9-91
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REMOVE ASPHALT AND
BASE. ADD SUITABLE
FILL COMPACT TO MIN.
98% T-180 AND SOD.
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CHESTNUT STREET
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STORM SEWER
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60' R/W
EXISTING CONDITIONS AND
D'EMOLITION SITE PLAN
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SECTION 15 , TOWNSHIP 29 S, RANGE 15 E
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
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$YMBOLS LEGEND
E9 MONITOR WELL
o UnLlTY BOX
II WATER BOX
'* POWER POLE
o SANITARY MAN HOLE
PROPOSED SPOT ELEVAnON
~ ~ EXISnNG SPOT ELEVAnON
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SITE DATA
EXISTING (E) PROPOSED (P) TOTAL (iE+P) REQUIRED
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ZONING: D D D D
LAND USE: CO....ERCIAL CO....ERCIAL COM..ERCIAL CO....ERCIAL
USAGE: OFFICE OmCE OFFICE ---
15,648 S.F. 15,648 S.f. 15.648 S.f.
LelT AREA: 0.36 ACRES 0.36 ACRES 0.36 ACRES 20,000 WIN
BUILDING COVERAGE: 1,757 S.f. 3.180 S.F'. 4.937 S.F.
(~f. & " Of GROSS SITE) 11.2" 20" 31.6" ---
GROSS fLOOR AREA (S.f.): 1,757 S.F. 3,180 S.F. 4,937 S.F,
F' .".R.: 0.112 0.20~ 0.316 ---
FRONT: 25.9' 17.0' 17.0' NIA
SETBACKS: SIDE: "3.0' 16.8' 16.8' MIA
REAR: 29,9' 2.0' 2.0' N/A
HEIGHT: 12' 25' 25' 30'-50' ("AX.)
PAVED VEHICULAR USE AREA:
(V~U.A.) . 3,741 S.f, 106 s.r. (1) 3,847 S.f. ---
IMPERVIOUS SURFACE RATIO: 6,509 S,F. 2,477 S.f. 8."e S.F.
(I.S.R.) 0.42 0.11 0.57 ---
OPEN SPACE: 8.138 s.r. -2,~77 s.r. 1,&12 s.r.
(SF'. & " Of GROSS SITE) 58.4" -15.8" 42.6" ---
PARKING LOT INTERIOR LANDSCAPING: 657 S.F. -269 S.F. 388 S.F, 385 S.F.
(S.f. & " Of V.U.A.) 17.8" 1 0.1" 1,",
PARKING: 7 5 12
4-13
F A'~KING CALCULATIONS: 1-3 SPACES PER 1,000 5.'. 0' G.'.A. (1) 808 S.f. NEW TURf BLOCK X 55" IMPERVIOUS
4.22'" NEW OffiCE = .us 5.'. - 339 s.r. EXISTINO ASPHALT REMOVED
12 SPACES PROVIDED. 2.84 SPACES PER 1000 G.f,A. = 106 s.r. PROPOSED
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INDEX OF SHEETS
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NES Comm.: 0045
Drawn By: N.W.M.
Checked By: K.H.R.
09/05/00
Oescri tion
DRe SUBMISSION
o DESIGN/DEVELOPMENT
a PERMlnlNG & BIDDING
o CONSTRUCTION DOCUMENTS
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'THIS DRAWING IS AN INSTRUNEHT OF SERVICE AND SHAU. REMAIN 'THE PROP.anV OF' 'THE
ENGINEER. AND SHALL NOT BE REPRODUCED. PUBLISHED OR USED IN NtiW"V WITHOUT
THE CONSENT OF THE ENCJNEER. <e)COPmIGHT 2000 ,NSJr PU8USHm
KENNETH H. ROUSH eaas88
COPIES OF THESE PlANS ARE NOT VALID UNlESS
EMBOSSED WITH THE SIGNING ENGINEER'S St"AI..
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