HomeMy WebLinkAboutSUBMITTED DOCUMENTSCUSTOMER'S DEPOSIT RECEIPT
& SERVICE AGREEMENT
. LUCIE COUNTY UTILITIES
Received from
Street Address
Mail Address .
Soc. Sec. M
7 4 - W6 -&(, -3
Water Deposit $
Driver's Lic. a
40 3 sv 3 6 7 a 7 %(
Sewer Deposit $
Account No.
— /, 7 - 3 ,1
Gas Deposit $
f �f5 - 4/0/ 9-Total Deposit
SCANNED
BY
Date / -_ l
O C!
'�S o D
This payment is to guarantee any and all indebtedness for water and/or sewer and/or gas service which
may, be or become due to ST. LUCIE COUNTY UTILITIES, (hereinafter called "Utility") by said Customer.
Customer agrees that this Deposit or any portion thereof, may be applied in discharge of any indebtedness of
Customer to Utility. Upon discontinuance of service covered by this Deposit and the presentation of this
Receipt and proper identification, Utility agrees to refund to Customer the Deposit, less any amounts due
Utility.
This Deposit shall not preclude Utility from discontinuing for nonpayment the service covered by this
Deposit regardless of the sufficiency of said Deposit to cover any indebtedness for such service.
By, signing of this Customer's Deposit Receipt & Service Agreement, Customer recognizes and agrees to
abide by all existing reasonable rules and regulations of Utility and any amendments thereto, copies of said
rules and regulations and amendments thereto being available for inspection at the billing office of Utility.
Customer agrees that Utility, Its agents or employees shall at all times have access to Utility's lines, meters
and Suburbanaer (pressure sewer system) and the areas where such facilities are located will be kept free of
shrubbery, trees, fences, interference from pets, and other obstructions. Customer agrees that it shall hold
Utility, its agents or employees harmless and Utility shall not be liable for any damage or injury alleged to have
occurred through Utility, its agents or employees conducting inspections and repairs to Utility's lines, meters
and Suburbanaer (pressure seer system), whether such damage shall have occurred through negligence or
otherwise, and whether such damage or injury shall occur to real property, persons or pets.
Customer further agrees that all bills for water and / or sewage and / or gas charges will be paid within
twenty, (20) days of mailing bills and after five (5) days written notice if not so paid. Utilitywill havethe right to
disconnect service and charge a reasonable fee for reconnecting.
It is further understood and agreed that the sale of water and / or gas to Customer occurs at the meter, and
Utility has no responsibility relative to service or supplying water and / or gas after said water and / or gas
passes through the meter. It is the customers responsibility to insure that all plumbing past the meter is shut
off priorto the water service being activated. Utility's responsibility relative to gravity sewer service ceases at
Customer's property line, and Utility's responsibility relative to Suburbanaer (pressure sewersystem) ceases
at the point at which the house lateral enters the Suburbanaer unit.
After.a residential customer has established asatisfactory payment record and has had continuous service
for a period of 25 months, the Utility will apply the customer's deposit provided the customer has not, in the
preceding 12 months, (a) made more than one late payment of the bill (afterthe expi ration of 20 days from the
date of mailing or delivery by the.Utility'), (b) paid with a check refused by a bank, (c) been disconnected for
nonpayment, or at anytime, (d) tampered with the meter, or (e) used service in a fraudulent or unauthorized
manner.,
ST. LUCIE COUNTY UTILITIES
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OC-93 Residential Limited Applications Prescriptive Method C CENTRAL 4 5 6
Small Additions and Renovations Department of Community Affairs
Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 60OC-93 for additions of 600 square feet or less, site- installed components
efmnn,JaAiradhmm.e Akemntive methafs are provided for additions m, use of Form 60OB-93 or6004-93.
PROJECT NAME:
/ rt
BUILDER:
AND ADDRESS:
I
PERMITTING
OFFICE:
CLIMATE
ZONE: 4
❑,
5
h�6
❑
•
OWNER: ;STM���
1.
PERMIT NO.J
JURISDICTION NO.:
SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less ofconditioned area). Prescriptiverequirements in f ables tic-L ti0-z an tic-s apply ony to t
components of the addition, not to the existing. building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is Installed
specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must
meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30%of the assessed value of the building).
Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site
installed components and features are covered by this corm. Please Print CK
1. Renovation, Addition or Manufactured Home
2. Single family detached or Multifamily attached
3. If Multifamily -No. of units covered by this submission
4. Conditioned floor area (sq. ft.)
5. Predominant eave overhang (ft.)
6. Porch overhang length (ft.)
7. Glass area and type:
a. Clear glass
b. Tint, film or solar screen
8. Percentage of glass to floor area
9. Floor type and insulation:
a. Slab on grade (R-value)
b. Wood, raised (R-value)
c. Wood, common (R-value)
d. Concrete, raised (R-value)
e. Concrete, common (R-value)
10. Wall type and insulation:
a. Exterior:
1. Masonry (Insulation R-value)
2. Wood frame (Insulation R-value)
b. Adjacent:
C 1. Masonry (Insulation R-value)
\) 2. Wood frame (insulation R-value)
c. Marriage Walls of Multiple Units* (Yes/No)
11. fling type and insulation:
7 Under attic (Insulation R-value)
b. Single assembly (Insulation R-value)
12. Cooling system*
(Types: central, room unit, package terminal A.C., none)
13. Heating system*:
(Types: heat pump, elec. strip, natural gas, L.P. gas, room orPTAC, none)
14. Air Distribution System*:
a. Backflow damper or single package systems* (Yes/No)
b. Ducts on marriage walls adequately sealed* (Yes/No)
15. Hot water system:
(Types: elec., natural gas, other, none)
' Pertains to manufactured homes with site installed components.
1.
�d0-4i776
z.
5F
SUM
3.
-
E
4.
AA 7 o
St LUCil
5.
7-
6.
i7'
Single Pane
Double Pane
7a.
77 sq.ft.
sq.
7b.
-sq. ft.
sq.
8. /Y %
9a.
9b.
Sc.
9d.
9e.
R=0
R=
R=
R=
R=
sq. ft.
sq. ft.
sq. ft.
sq. ft.
sq. ft.
10a-1 R=�T_ -,�5'77 sq. ft.
10a-2 R= sq.ft.
10b-1 R= sq. ft.
10b-2 R- sq. ft.
10c
11 a. R='� 0 sq. ft
11b. R= sq. ft.
12. Type:
SEER/EER: r /r
13. Type:
HSPF/COP/AFUE-.
14a.
14b.
15. Type: 17-
EF: «y ✓
I herebycertifv that the tans and specificationscovered by thecalculation are in Review of plans and specifications covered by this calcWatiohindicates compliance
compliance wittfih t Idn E rgy C with the Flodda Energy Code. Before construction is completed, this building will be
PREPARED BY: DATE:
inspected for compliance in accordance with Section 553.908, F.S.
I hereby certify at this build, m compliance with the Florida Energy e. BUILDING OFFICIAL:
OWNERAGENT: I DATE: DATE:
-I -
Climate Zones 4 5 6
ij
TABLE 6C_1 : PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Su. FL and Less), RENOVATIONS TO EXISTING BUILDINGS AND SITEdNSTALLED COMPONENTS OFMnNUFecnllitn Nnaps
MINIMUM
INSULATION
MINIMUM
INSTALLED
COMPONENT
INSULATION
.INSTALLED
EQUIPMENT
EFFICIENCY
EFFICIENCY
Concrete
R-5
5
Central A/C - Split
SEER = 10.0
SEER -I'1 tie
J
Frame, 2' x 4"
R-11
o
-Single Pkg.
SEER = 9.7
SEER Q
3
Frame, 2',x 6"
Common, Frame
R-19
R-11
$
Room unit or PTAC
EER = 8.5'
EER
_i
Electric Resistance
Heat pump -SpIR
ANY
HSPF = 6.8
II1
fl
HSPF
Common, Masonry
R-3
Under Attic
Ft-30
__3z
z
7
Single Assembly; enclosed
R-19
a
-Single Pkg.
HSPF = 6.6
HSPF =
i1i
Single Assembly; Opened
R-10.
i
Room unit or PTHP
COP = 2.7'
HSPF/ �'I
Common, Frame
R-11
w
a
COP j
}I
t_�
m
Slab -on -grade
No Minimum
O
O
Raised Wood i
R-11
N
Gas, natural or propane
AFUE = .78
AFUE _ -
-
O
Raised Concrete
R-5
Fuel Oil
AFUE = .78
AFUE
LL
Common, Frame
R-11
w
Electric Resistance
EF = .88
EF
In unconditioned space
R-6
(41
_
Gas; Natural or L.P.
EF = .54
EF
❑
In conditioned space
No minimum
Fuel Oil
EF = .54
EF I=
TABLE 60-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY ' See Table6.3, 6-7 11
Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum %= 7i0 Installed %
' GLASS TYPE, OVERHANG,
AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE
ALLOWED
UP TO 20%
UPTO30%
UP TO 40%
UP TO 50% �f
Single
Double
Single
Double
Single
Double
Single
Doutile
OH -SC
OH -SC
OH -SC
OH -SC
OH -SC
OH -SC
OH -SC
OH!.SC
1 `- 1.0
0'- .86
O'- .90
2'- 1.0
1'- .66
0'- .65
1'-1.90
0'- .70
3'- 1.0
2'- .86
1'- .65
0"-.45
2'- .90
1'- .70
O'- .50
4'- 1.0
3'- .86
2'- .65
1'-.45
0'- .35
32190
2'11.70
1'; ,.50
04.40
a
Shading coefficients (SC) maybe obtained from the manufacturer. Single clear SC= 1.0,double clear SC =_90, and single tint SC,� .86.
TABLE 6C3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES rq
u.
COMPONENTS
SECTION
REQUIREMENTS i'
CHECK
Exterior Joints & Cracks
606.1
To be caulked, gasketed, weather-stripped or otherwise sealed.
Interior Joints & Cracks
606.1
All openings in interior surfaces of ceilings and exterior walls must be sealed. a
Sole & Top Plates
666.1
Sole plates and penetrations through top plates of -exterior walls must be sealed. p(
Infiltration Barrier
606.1
Infiltration barrier must be installed in exterior walls &raised wood floors. It
f/
Fireplaces
606.1
Fireplaces must have flue dampers, glass doors and outside combustion air intakes. i.
v
Exhaust Fans
606.1
Exhaust fans vented to unconditioned space shall have dampers, .except for combustion +ii
devices with integral exhaust ductwork. 11
f/
Combustion
Heating
606.1
Combustion space and water heating systems must be provided with outside combustion air, I �
I except for direct vent appliances. 1;1
Water Heaters
612.1
Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric)
or cutoff (gas) must be provided. External or built-in heat trap required. i
v
Swimming
Pools & Spas
612.1
Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a
pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. °�
I
v
Hot Water Pipes
612.1
Insulation is required for hot water circulating systems, (including heat recovery units) and the 'fir st
8' of piping from the water heater (or until piping enters an insulated wall or slab).
t/
Shower Heads
612.1
Water flow must be restricted to no more than.3 gallons per minute at 60 PSIG. (
r�
HVAC Duct
Construction,
Insulation & Installation
610.1
All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached,
sealed; insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be
insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closets.
HVAC Controls
607.1
1
Separate readily accessible manual or automatic thermostat for each. system.
1. On Table 6G1 blditatethe R-value ofthe Insulation being added to each component and the efficiency levels ofthe equipment being installed. Ali R-values andefed
listed. components and equipment neither being added nor renovated may be left blank.
2. ADDITONS ONLY. Determine the percentage of new, glass to conditioned ftwr area in the addition as follows. Total the areas of all glass windows, sliding glass
vedical roof glass and add itto the previous total. When glass in wds61g exterior wags is being removed or enclosed by the addition, amount equal to the total area
and overhang,
must meettne requmnumtha one of the options in the glass percentage categoryyou in6cated. Theoverhang (OH) distance is measured perpendaladyfrom theface of the glass to a you
of the overhang.
3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Anyglass Wand midig coefficient maybe used for glass areas which are underatleast at
edge does not mend fuMerthan a feet from the overhang. Glass areas being renovated that do not meet this orders must be either single -pane rimed, double -pane dear or double -pane
4. Complete the i4oma5on requested on the tap half of page 1:
5. 'Read'Minimum Requirements for Small Additions and Renovations', Table 6C-3, and check all applicable items.
6. Read; sign and date the-Ovmer/Agem'arbficadon slatement an page 1.
and whose lowest
1WM
4. V, ji� ...... 40�-IW
. N� WW4
"7
DESIGN ' CERTIFICATION FOR VYIND'LOAD COMPLIANCE
-to be wf' by the ngirmw,r. This In -be withallThis d,e !s. project dew9n
far imaccis,
applicAcins Im-Ad'm perrm. 604r6j; the of or n
• lihdic'meskw" me- rW ws renwartim
ll�q" f(Pfvwxw
that no zonsottzral wets, cohmm or, ether Wmilar component is other meror'busaimp pernfeL For hnvmr
e go nspection
ss�"rk9e.l Plan wn= ."J 'Offsceat'4132'-i' *i,"
PROJECT NAME
1"J
IIISE ONLY
STREET ADDRESS
0 _Fj L L 4
PR Nums" t
F::6,
PERL111T NUAISIER
9 4.q cpq',
OCCPTYPE
.
SGANNED
CSr.TwPE
I I in;,
CERTIFICATION •STATEMENT:
I CERTIFYES , THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE AND SPECIFICATIONS P
HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTLY ADOPTED 'AND `ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL
ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND
FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (plane chm* or ommiete the soomprifte bm)
1 BUILDING CODE EDITION USED (fE4M 21a— SBCCI ASCE 748 OTHER (SPECIFY)
2. BUILDING DESIGN pe= am scumm PAmuLLY Emmmm OPEN BUILDING
BUILDING HEIGHT: FT —'4. WIND SPEED USED IN BUILDING DESIGN: 110 MPH
1 WIND EXPOSURE CLASSIFICATION MEFER 70 DWOMM TABLES IN RAMM OWE WOITFD Ot UNE *IV e .2-
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE. PSF
7. PEAK WIND VELOCITY, PRESSURE ON EXTERIOR FACES OF STRUCTURE.* PSF
a. IMPOITTANCEAJSE FACTOR (OBTAIN FROM AmLonG Ccoe:
2. LOADS: FLOOR 46) PSF ROOFIDEAD. 12 PSF ROOFILIVE. s PSF
Ia. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (OEM CM YES NO If NO, why? IBmot
7 63wwnzbm)
11. IS A CONTINUOUS LOAD PATH PROVIDED PC= 014M YES NO N NO. why? (SWth
wxftnnm)
12. ARE compoNFNT�AND CLADDING DETAILS PROVIDED 6ecx om YES NO If NO, Why? jlloi�
13. MINIMUM! SOIL BEARING PRESSURE: PSF
I
As WrmEsseD BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS
CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIE:F
7/
NAME: &J D, JELL CERTIFICATION NO:
1
DESIGN FIRM DATE: —7-1
�7 HE
S
ST. LUCIE COUNTY HEALTH DEPARTMENT
WFL0RMMjDAZD;UARTMENT OFLAWTON CHILES LT JAMES T. HOWELL, M.D., M.P.H.
Governor Secretary
May 5, 1997
James Datema
2611 Flotilla Terrace
Fort Pierce, FL 34946
SCANNED
BY
St. Lucie County
2611 Flotilla Terrace
Fort Pierce, Florida
_.�_.� a Lot: 1, Block: 3, Section;:`Be ;Cove cri'>#1
RE: Existing System"Approva,,.1,1-'�
Dear Mr. Datema
An inspection made :on'fthe abo pr-oper)ty on.%May 5, 1997, found
the existing septic t systems abpeared'j�to-=bye operating in a
satisfactory manner.?' -No- 'sanitaryL-nul-lance or sign of septic
system failure or$�yy stress was no,te'dt
This office has Vno obj'bctY;on I to, ',the, proposed addition of a
family room, porch' with bAtljand\tl,aundry room to the existing
structure. Plans which .are-.s,'tamped ,. ated. and initialed by the
St. Lucie Health Departmet-
nt mus,accompany"this approval.
This approval does not guarantee the future performance of the
septic system and is valid fora"period not to exceed thirty (30)
days from the date of this letter. This approval valid with
original health department stamped floor plan.
If you have any questions, please contact this office at (561)
462-3939.
Sincerely,
Mildred Boucher
Environmental Specialist I
xc: file
MB/vb
ENVIRONMENTAL HEALTH
714 Avenue C • P.O. Box 580
Fort Pierce, FL 34954
(561) 462-3939 • SC 259-3939 • Fax (561) 462-3948
ffJ VUVVC.LJ IIV t/lIJIIIVI1 VVHLL
6" EPDXIY IN & WIRE TO
VERTICAL BARS AS SHOW)
EXISTING DOOR
2 • _6 • 8' SUDING GLASS
5 #5 DOWELS IN EXISTING WALL
6" EPDXIY IN & WfRE TO
VERTICAL BARS AS SHOWN
PZNE �ff H 8' SLIDING GLASS
POCKET DOOR
u J N 1�
TO -
FAMILY ROOM
F.0. ro F.O.
PADDLE FAN o, PADDLE FAN
OUTLET (TYP.) .7
OUTLET (TYP.)
n
s' suDING GLASS T SCREEN PORCH
POCKET DOOR T . V VP/GF I
_.
4WF/GFI 51 > _ G1r MP/GFIq
-FL0O RVt EW
St. Lucie County Health Unit
30,0 Environmental Health . 61�6 �O
Septic System Appears Adequate
For Froposed Construction. l5/97
This Approval Does Not Guarantee
Performance Of The System
SCAgNVNE®
St. Lucie County
KINGFISHER
�^
WATERWAY
5' W000
SCALE: 1" = 30' FND. X-CUT
DOCK
IN SEAWALL
(0.11'S,0.06'W)
1' GONC.
SEAWALL
FND. X-CUT
SET IR&C
IN SEAWALL
(0.10'S,0.09'E)
LB4286
1�18'
(10' OFFSET)
C1AP
I
I
L
i
�FND. 4"x4"
0.07' N. &
0.06'W.
LEGEND
LOT 2
BLOCK 3
4'x4'
LOT 2
BLOCK 3
A = 45'08'04"
R = 25.00'
L = 19.69'
/ 0 = 46'39'39"
R =%4.3'
I ; iea2se
L =
;
L =
(10' OFFSET)
I
35^
o
o
64.6'
I
#2611
>
16' 6'
12' DRAINAGE
1 STORY
.�
EASEMENT
RESIDENCE
I
I
43.3'
coNc.
w w LOT 50
N
m BLOCK 4
x
? o
3
x
ro 07
SET
N
RLLS2391
U
^o
J (009RC.
S00'17'58"W 139.14'
SET IR&C To PI 165.17' (P) 165.29' (C)
L94286
EDGE OF PAVEMENT
CORAL AVENUE
N00'17'58"E 390.39' (P) 390.64' (C)
EDGE OF
IR&C IRON ROD AND CAP
CM CONCRETE MONUMENT
j CENTERLINE
CONC. CONCRETE
FND. FOUND
A/C AIR CONDITIONING
PRM PERMANENT REFERENCE MONUMENT
® WATER METER
p CURVE ANGLE
R RADIUS
L ARC LENGTH
W
MIO
V4-
T
BEARINGS BASED ON CENTERLINE OF CORAL AVENUE, AS
SHOWN. HAVING A BEARING OF N 00'17'58" E PER PLAT.
DESCRIPTION
LOT 1, BLOCK 3 OF CORAL COVE BEACH SECTION 1
ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 11, PAGES 30A AND 30B, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
FLOOD ZONE "X" PER F.I.R.M.
MAP NUMBER 12111CO181G
EFFECTIVE DATE: NOV. 4, 1992
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAY, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD
SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
I HEREBY CERTIFY THAT THE PLAT SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY
RESPONSIBLE CHARGE AND WAS COMPLETED ON _ 6=9-95 __ AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF
MY KNOWLEDGE AND BELIEF. THAT THERE ARE NO VISIBLE ENCROACHMENTS PeERi AS SHOWN AND THAT THIS SURVEY COMPLIES
WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDAAPGARD OF PROFESSIONAL URVEYORS IN
CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 47 .27, STA711T,�: /= .
BY: /
LESLIE A. GIDDINGS, P.L.S. LORIDA CE.T7 ICATE NO. 4712
NOT VALID UNLESS 9GNED. DATED Alm EMBOSSED N1TH SEAL OF 9GMNG SURVEYOR
SCANNED
CULPEPPER(;fc d
TERPENING, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
2980 SOUTH FLORIDASTREET
FORT PIERCE, LORI34982
407-464-3537
BOUNDARY SURVEY
nt�he Estate Of WILENE M. SIPPEL
REF. JOB N0.
DRAWN BY
DATE
SURVEY N0.
RWL
6-13-95
2120
F.B.,PG.
CALCULATED BY
SCALE
SHEET NO.
9522101
LAG
1"=40'
1 OF 1
KINGFISHER
WATERWAY
5' WOOD
SCALES 1n = 30• FND. X-CUT DOCK
IN SEAWALL
(0.11'5,0.06'W) 1' CONC. SEAWALL FND. %-CUT
IN SEAWALL
SET IR&C
(0.10'S,0.09'E)
L64286
(10' OFFSET) 18" CMP
A = 4639'390
LOT 2 `G1 R = 55.00' SET IR&C
Z BLOCK 3 9'L" L1 L= 44.79' �C; N I I (1102OFFSET)
1
51.5'
PROPOSED ADDITION o I I m
`Q1 6d4.6'
.(4 L, n2611 o 16 6 12' DRAINAGE
1 STORY
^ �� 4'x4' GONG. `+ RESIDENCE V I EASEMENT
A/C PAD
SET IR&C 84286
FND. IRC, LS2391,k7'� 43.3' CONC. 7'8 W I W LOT 50
(0.27'S 0.36'W) '7 LOT 1 r 'co BLOCK 4
BLOCK 3 21.4'
� R � '04.
x
U pqp
j 4 L 19.609 N H o < o I SET IR&C LB4286
I FND. IRC, RLS2391
(0.09' S)
ta
S00'17'56"W 139.14' ¢ I
FND. 4'14- CM SET IR&C To PI 165.17' (P) 165.29' (C)
0.07' N. & LB4286 {�J
0.06'W. >
EDGE OF PAVEMENT I
'DO` I
CL CORAL AVENUE - T
N00'17'58"E 390.39(P) 390.64' (C)
EDGE OF PAVEMENT
V,
0
LEGEND
IR&C IRON ROD AND CAP
CM CONCRETE MONUMENT BEARINGS BASED ON CENTERLINE OF CORAL AVENUE, AS
CENTERLINE SHOWN, HAVING A BEARING OF N 00'17'58" E PER PLAT.
CONC. CONCRETE
FND. FOUND DESCRIPTION
A/C AIR CONDITIONING LOT 1, BLOCK 3 OF CORAL COVE BEACH SECTION 1
PRM PERMANENT REFERENCE MONUMENT ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 11, PAGES 30A AND 308, OF THE
® WATER METER PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
0 CURVE ANGLE
R RADIUS FLOOD ZONE "X" PER F.I.R.M.
L ARC LENGTH MAP NUMBER 12111CO18IG
EFFECTIVE DATE: NOV. 4, 1992
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAY, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD
SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
C�' momin SITE PLAN SCANNEQT
D
PRSP®itLD FOR
JIIVI DATEMA
St. Lucie Coun
CULPEPPER &
TERPENING, INC.
REF. JOB N0.
DRAWN BY
DATE
SURVEY N0.
CONSULTING ENGINEERS &LAND SURVEYORS
2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34982
RWL
5-8-97
2120
F.B .,PG.
ALCULATED B
SCALE
SHEET NO.
9522/01
LAG
1"=30'
1 OF 1
561-464-3537