HomeMy WebLinkAboutRevisionsOFFICE USE ONLY
DATE FILED.
REVISION FEE: 5
LOCATION/SITE
ADDRESS:
11298 Muller Road
PERMIT #
RECEIPT #
PLANNING & DEVELOPMENT SERI
BUILDING & CODE REGULATION DIMS
2300 VIRGINIA AVENUE 'v
FORT PIERCE, FL 34982.5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Change plans from paver driveway to a 4" concrete driveway and sidewalks with wire mesh and 3000 PSI concrete.
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:
NAME: REBECCAPERCY
ADDRESS: 11298 MULLER ROAD
CITY: FORTPIERCE STATE: FL ZIP: 34M
PHONE (DAYTIME: 772-579-3845 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: ARCHITRONIC INC
ADDRESS: 806 DELAWARE AVE
CITY: FORTPIERCE
PHONE (DAYTIME): 772460-7751
SLCCC: 9123109
Revised 06130117
STATE: FL ZIP: 34950
FAX:
FILE COPY
0I
`p c2 FND NAIL FND 3�4' IP IN CUTOUT
IN FACE OF PP s�s9� (NO ID) NW CORNER OF THE NE 1/4 OF
�= SECTION 33 NORTH LINE OF NE i/4 SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST
-
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rn 1°'� ST. LUCIE COUNTY BOUNDARY & TOPOGRAPHIC SURVEY
FND NAIL BENCHMARK (HENRY)
(NO ID) ELEV. - 18.88' NAVD OF 1988 LOCATED IN SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST
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SAINT LUCIE COUNTY, FLORIDA
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LEGAL DESCRIPTION Im TOWNSHIP 35 SOUTH, RANGE 39 EAST / x 2'5 ?t' yg 17.5 15.0'
ALL THAT PART OF THE WEST 1/2 OF THE SOUTHWEST 1/4 .9 7
OF THE NORTHEAST 1/4 OF SECTION 33, TOWNSHIP 35 I �„ ,� �., EDGE OF WATER 38 y� 1�5 „� I
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LOCATION MAP
SOUTH, RANGE 39 EAST, LYING SOUTH OF TEN MILE CREEK 1 / �� 4 9 �3 FOUND %' IRC NOT TO SCALE
(CANAL N0. 71). LESS CANAL AND ROAD RIGHT OF WAY AND I I O) 0�D LS # 3435
THE EAST 206 FEET THEREOF.
CONTAINING 123470.0 SQUIRE FEET OR 2.83 ACRES
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ARMY COR OF ENG I
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EDGE OF WATER 4 4 16.1 x 17.3 STREET ADDRESS w �' U
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9.9126' A „11298 MULLER ROAD, FORT PIERCE, FL. 34945 Q f a w �'
1 PROPERTY LINE 6g 1 Z U ¢ L7 Lw7 Q 06 LD
4.75 x 16,1
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�RPGE N\GN 31P 6B 35Aa 14.3 TOP OF BANK �j ZONE " AE " 11 16.6 x x 7,2 x 16.5 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. w o 0 w P4 0 0 o a
P S ao a a C3oF-a
8 6 x 14.7 x 15.5 FLOODWAY 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP OR REPORTS a 0- A CL ° a- a a- a o
THEREOF ARE NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & w w a w
I I 3,9 x15.8 x16.8 vita 0A a cacal-a
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A ARC LENGTH ( 3� x15.5 wa wa oA aAa-A
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BM BENCHMARK CONCRETE BRIDGE x 14.8 AND ORIGINAL SEAL OF THE SIGNING FLORIDA LICENSED SURVEYOR &MAPPER. w w w w w w w
I 3.4 16,6x 17.2 17.2 Nm �'m�m �`�°w`D
C CALCULATED FROM FIELD MEASUREMENTS I �� 19,0 19.1 x 16.4 GRAVEL 61.1' 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO/BASED UPON THE cov o N o coil o N N o
PROPERTY LINE 515 POOL DECK -�fr•� w N N N cU cv
C/L CENTERLINE x 15,9 16.9x 19.9' WEST LINE OF THE NE 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST, r � � � " �
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CONCRETE LIGHT POLE o r o� N .. o N m o
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CONC CONCRETE 13,9 � 19. '� 17.Ox o ,-, o 0 0 0 0 0 0 0
I I „.pl x 15.2 17.0 17, 3 18•g x 17.3 1173 x 16.3 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE
DEG OR DEGREE I 91$ a pool 1 9 151 2' w 1� 1- x�' AE-18.2', ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL
ELEV ELEVATION ( 5622 19,43A/c �� <' 18,8 20.1 19.4 » POLE NO. 12111 C 0164 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT Q o w Z
o X DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. �_ �o
FFE FINISHED FLOOR ELEVATION I 8 "�� 8.8�a x 17,7 BARN X DOG o as
FND FOUND 13,7 LIGHT POLE Olo A�p7ip SEPTIC 19.6 LOT I w 0 6. ELEVATIONS ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988, O w`°
I X 14.4 x 16,4 oyFo 1 X M o >. J wM,I
ID IDENTIFICATION NUMBER 19.0 AREA x 17.9 19,8' 7,4 55.1' REFERENCE BENCHMARK BEING ARMY CORP OF ENGINEERING BENCHMARK LL = o 6
I �1 „� x 18. x 20.0 17.1 x KENNEL "FCE-4804" WITH AN ELEVATION OF 17.74'. L Z a F
IP IRON PIPE I 6i'SvgO x 14.5 19,5 GRAVEL I FFE = 17.1' O1 io=
IR IRON ROD 1 5L 1 STORY CBS 1 2 N 7. INFORMATION SHOWN HEREON IS BASED UPON DEED AND FIELD U O ° z
x 15,0 RESIDENCE 17,2 v O c
9 2 '�. PARCEL # 2333-133-0002-000-2 MEASURED DATA.
IRC IRON ROD &CAP I 8. COVERED ?�a FFE = 21.0' 19�7 13.5' 1 0�2
LB LICENSED BUSINESS p"� r 15.0' x 14.8 ENTRY X UNPLATTED I.l.l � > o
4.4 B 168.3' O �wu
1 �• O 1.. 6ai OCCUPIED 8. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES t^1 U N N N
LS LICENSED SURVEYOR I O FOUND 5 IRC X 17.2 " 17.4 1 •1 DAVID LOUNDS LJ. O z 0 zo
/s ° 17.7 % STANDARDS, IN FEET AND DECIMALS THEREOF. O o
LS # 3435 17.69 "18.0 `a1ad 20,9t5 4' METAL) X X 11170 MULLER RD i O N LL
M MEASURED DATA 118,7 1 4 , $ i9" FENCE 1 8 Q M > Z°- w z
0' 17,4 17.72 18,45 16 7 I X .8 x 16.6 9. THE HORIZONTAL AND/OR VERTICAL ACCURACY FOR THIS SURVEY MEETS �� � o>
MON MONUMENT 206.6' 16.7 > > w
118.6 xX - OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS REQUIRED UNDER F.A.C. w
N&C NAIL AND CAP x 17,2 1.04 .3 P POSED 16,2 U V) �,N°N
X16 2 CO DRIVE 16,9 5J-17.051. W M o? o
NAVD NORTH AMERICAN VERTICAL DATUM 19 45 1 BRICK 17,Ox �, 81.3' m M °z a Z g
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15.0' 10. ALL ABOVE GROUND FIXED IMPROVEMENTS IF ANY HAVE BEEN LOCATED N o
NGV NATIONAL GEODETIC VERTICAL DATUM a
D 4 POLYVINYL CHLORIDE FENCE DRIVE
I 17,77 $c � PROPOSED AND SHOWN HEREON. W
NO OR # NUMBER I i✓ x17.4 18'X18' =°-'a
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NTS NOT TO SCALE I �4 X17.9 ZONE " AE " x 17.6 2A 4 oIG BARN 11. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN p� a o 6
OHP OVERHEAD UTILITIES I x 17,8 FLOODWAY o• 3.o LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. W oo$�w
ORB OFFICIAL RECORDS BOOK I 7.48 x 17,57 J V O "I w Z m
17.60 12. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS W w w °
P PLAT DATA Lo 16.8 ° WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS.
PG(S) PAGE(S) 70 � o° X 17,8 � 0- O 0 $
17• � d o-moo
10 o o� 19.02 w - x 17A
PLS PROFESSIONAL LAND SURVEYOR Lo o I / °' 13. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR W o z o w
RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED �-
POB POINT OF BEGINNING 1 o>z
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17.50 A RESTRICTIONS OR MURPHY ACT DEEDS. V Z =1 w
POC POINT OF COMMENCEMENT I I 87.0� x 18.2 331.0' ' r.[` y 17,2 x J g o g Do
PRM PERMANENT REFERENCE MONUMENT I 18,3 41.1' 14. THERE DID NOT APPEAR TO BE ANY GOPHER TORTOISE ACTIVITY ON THIS ° z o c,
PSM PROFESSIONAL SURVEYOR AND MAPPER I GRAVEL N 1 sTORY cas w GRAVEL x 16,8 SITE WHEN SURVEY FIELD WORK WAS COMPLETED. 47
R RADIUS FOUND 3/" IR ( I DRIVE to GARAGE b 7'� 17.31
s
IN CUT OUT
RLS REGISTERED LAND SURVEYOR (NO ID) 1
R/W RIGHT-OF-WAY I
17.0 17.8 18.2
FFE - 19.3 18,1
41.1' x 1 'i87
17 42 N
17.54
-
4' POL
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INYL
FENCE
x 17.2 15. THE LAST DATE OF FIELD WORK WAS JULY 10, 2019.
FOUND 2X2 CM6i[%i�Ol
(NO ID) REVIEWED FOR
® WATER METER
1 18OfD
FOUND 3x3" CM
(NO ID)
o 11s' x 17.9
m 17,6
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CODE COMPLIANCE
& AND
j1 15.'
17$
PUMP HOUSE N 89°50'30" E
° - - - -
- -
- II
439.02'M
17,2 17.4
- - - - - - ST LUCIE C
® AT I x 17.3 17,3 16.8x OUNTY
16.5 15.65 x 16.7 x 17,2 16.6 _ " t 16J 172 x x-15-g-- 16 5 > a17•7 FND NAIL & DISK BOCC
A DELTA 1 I x--""- 16.52 17,88 _ x-_1-7._.? ' -- UNREADABLE
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UTILITY POLE 11 9 `' `' x�a,�� - _ c�� 47-- - 333 92'M N °50'30" E \ GLOBAL POSITIONING SYSTEM (GPS) NOTES
DRAWN BY, CA
CHECKED BY, CA
DATE, JULY 05, 2015
HORIZONTAL SCALD
17. 5 N 89°50'30" E - 454.12'M - 89
-MU� --
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING
SW CORNER OF NE 1 4 SECTION 33 2
FOUND 3/4" IP IN CUTOUT0' R/W 0.85' 2647.6TM
/ ia,i�_ - N 18.27 FND 1' IP CARLSON BRX-6, 372 CHANNEL GNSS ATHENA, WITH ATLAS
I SOUTH LINE OF NE 1/4 SECTION 33, TOWNSHIP 35-SOUTH, RANGE 39 EAST o IN CUT OUT
I17.43 FOUND RAILROAD SPIKE L-BAND RECEIVER.
AT C/L INTERSECTION
I I BENCHMARK - - - - - - - - - - - - - - - - - - - - - - 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN
I 1 ,30 ELEVATON = 17.47' - - ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER
17,55 LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON
ZONE "AE" THE PROJECT.
w FLOODWAY
N 1 I 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND
w CD I OCCUP ED I LOT 1 LOT 2 ADJUSTED USING CARLSON SURVEY
I :;� � ti • . �:1
y
OAK CREEK ESTATES OAK REEK ESTATES 4. THE HORIZONTAL AND VERTI�TR OR
PLAT BOOK 8, PAGE 81 PL BOOK 8, PAGE 81 / THIS SURVEY EXCEEDS MINIMUM STANDARDS OF P. A PER
FLORIDA ADMINISTRATIVE CODE (F" 1
I FND OLD WOOD POST0
IN ASPHALT CUT OUT SOUTH LINE OF SE 1/4 SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST / J
r
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
MAPPER.
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LI NNSEE NO 9971
PRI TED DATE
SHEET 1 OF 1
PROJECT NO. 15-526
FILE "'+1PY