HomeMy WebLinkAboutRevison OFFICE USE ONLY:
DATE FILED: )cZ "NO PERMIT# ()00Q
REVISION FEE: RECEIPT#AO-7 —6 2=S0
PLANNING & DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652 RECEIVED
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS DEC 16 2�21
PROJECT INFORMATION St.Lucie County
Permitting
LOCATION/SITE
ADDRESS:
670.2- birlb4_94, eery- Pir'i/Lt. Ez- 34�1, t
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
OWNER/BUILDER INFORMATION:
ADDRESS: ., 111 R11
CITY: STATE: ZIP: � �sl
PHON (DAYTIME: 7 72 -,g S4/-Q Z i Z FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC: 9123109
Revised 06130/17
BOUNDARY SUFR\/ EY
LEGAL DESCRIPTION: SURVEYORS NOTES:
(Supplied by Client) 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON.
LOT 6 IN BLOCK 134-A OF LAKEWOOD 2. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE SHOWN.
PARK UNIT 10, ACCORDING TO THE 3. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS
PLAT THEREOF AS RECORDED IN PLAT BOOK OTHERWISE SHOWN,
11, PAGES 29A THROUGH 29D, OF 4. THIS SITE LIES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAP#
THE PUBLIC RECORDS OF ST, LUCIE COUNTY, 12111CO070 J DATED: 2-16-12,
FLORIDA. 5, FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR
AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED
ABBREVIATIONS: BY A DETERMINATION AGENCY,+
SET = SET 5/,8" IRON REBAR WITH 6, BEARINGS SHOWN HEREON ARE BASED ON THE CENTER LINE OF
YELLOW CAP MARKED "PSM5543 DONLON ROAD AS BEING S89'52'57"E ACCORDING TO THE PLAT
FD = FOUND 5/8 IRON REBAR DESCRIBED HEREON.
RC
/ = RIGHT OF WAY 7. P.U.D.E. DENOTES PUBLIC UTILITIES AND DRAINAGE EASEMENT,
M = MEASURED U.E. DENOTES UTILITY EASEMENT,
CALCULATED
P = PLATTED 8. THE ACCURACY OF THIS SURVEY IS PREMISED ON THE EXPECTED USE OF
=
= RADIUS OF CURVE THE SURVEY. THE EXPECTED USE/PURPOSE OF THIS SURVEY IS HOME
L = LENGTH OF CURVE CONSTRUCTION. ACCURACY=1 FOOT IN 7.500 FEET OR BETTER.
D= DELTA OF CURVE 9, ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN Q U,
FFE = FINISHED FLOOR WIRES
ON
OH-OH-OH- = OVERHEAD �yIRES THE SIGNING SURVFYOR IS PROHIBITED WITHOUT WRITTEN CONSENT. `l
X-O-CH3= PLAS1TICNFENCE CE FINAL TOPOGRAPHY M
0-0-0- = WOOD FENCE I �
CONC. = CONCRETE DRAINAGE PROPOSED AND EXISTING x yoti = EXISTING ELEVATION
` C.P.= CONCRETE PAD Doti = PROPOSED ELEVATION . �
Cov.= COVERED x
® 41ETER ATER ® POER (D ELECTRIC LOTS 7 & 8 BLOCK 134-A l
80z F.F.E. = 22.63 I J
® POSSIBLE WELL U \
LS 89-52'57" E 130.38' FO. I 0
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D. 93,00'P FD. >1\, " SET
92.72'(W) T S89'5257"E 130.59'
11�0
VINCENT CIMINO
B P# 2005-0647
(443) 277-3254 I
70' R.O.W. - 20' ASPHALT ROAD
ALL ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AVERICAN VERTICAL DA-LIM OF 1988(NA.Y.D.'88) DCNLON ROAD SITE BENCHMARK X PAINTED
IN ROAD ELEVATION = 21.49
REVISION: 3/25/21 - FINAL TIE IN / TOPO N.A.V.D.'88
REVISION: 10/29/20 - FORA BOARD TIE IN
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