HomeMy WebLinkAboutRevision; grading plansJp�
OFFICE USE ONLY:
DATE FILED:'
REVISION FEE: 3
PERMIT # 1909-0571
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462.1553 :77
APPLICATION FOR BUILDING PERMIT REVIS
PROJECT INFORMATION
LOCATION/SITE ST. Lucie County, Permitting
ADDRESS:
7002 Penny Lane
Ft. Pierce, FL.
DETAILED DESCRIPTION OF PROJECT''
REVISIONS:
Revised grading plan to match what was showing on the septic permit
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CBC1257700 ST. LUCIE CO CERT. #:
BUSINESS NAME: WJHFL LLc
QUALIFIERS NAME: WADE JURNEy
ADDRESS: 3091 GOVERNORS LAKE DR SUITE 300
CITY: NORCROSS I STATE: GA ZIP: 30071
PHONE (DAYTIME): 321-250-6129 FAX:
OWNERBUILDER INFORMATION:
NAME:
CITY:
PHONE (DAYTIME:
ATE:
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
FAX:
ZIP:
ZIP:
LCCC: 613019
RRIE'sVISION
Revised 06/30/!7 C'1 E eopy
NOTES: STEEL OR WOOD
FLOOD ZONE: 1. SILT FENCE SHALL BE EXTRA STRENGTH FILTER POST
THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE W' PER FLOOD PLACED ON SLOPE FABRIC NEEDED WITHOUT
INSURANCE RATE MAP 120111C0070J, DATED FEBRUARY 16TH, 2012. CONTOURS TO MAXIMIZE WIRE MESH SUPPORT
PONDING EFFICIENCY. N
BENCHMARK NOTES: ATTACH FILTER FABRIC 5
THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN 2. INSPECT AND REPAIR SECURELY TO UPSTREAM <p
VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS FENCE AFTER EACH SIDE OF POST uj
NGS PID DI4002, ELEVATION = 21.33' NAVD88. SITE BENCHMARK IS AS SHOWN.STORM EVENT AND z o
REMOVE SEDIMENT WHEN y N
WJHFL, LLC. NECESSARY. 9" MAXIMUM
0 5' 10, 20' SITE DATA: co
3300 BATTLEGROUND AVENUE #230 REQ'D PROPOSED RECOMMENDED STORAGE �LOk o
LOT 16 GREENSBORO, NC 27410 HEIGHT.
d I I BLOCK 109 LOT WIDTH: 75;000 S.F. 90 F.T.
S.F. T S 00 LL
u7 - LOT 17 RESIDENCE 3. REMOVED SEDIMENT > a
X 22. p j /� WIR SUPPORT FENCE 6' m o m
rn FF EL.=25.47 SHALL BE DEPOSITED 2
BLOCK 109 ENGINEER: AN AREA THAT WILL NOT MAXIMUM SPACING WITHOUT ° ° N
N RESIDENCE 22.`7 ;' 2F t 8 X SEPTIC OUT OF RANGE MAX. BUILDING COVERAGE: 30% 1,989 S.F. (17.0%) 0 d X } CONTRIBUTE SEDIMENT WIRE SUPPORT FENCE N
LOT 18 I X 22. J2 FF EL.=24.18 I MILLS, SHORT &ASSOCIATES, LLC. MIN. OPEN SPACE: 40% 8,952 S.F. (76.5%) % s ✓'
BLOCK 109 !FF-SITE AND CAN E
RESIDENCE W SEPTIC OUT OF RANGE f 700 22ND PLACE, SUITE 2C OTHER IMPERVIOUS AREA N/A 759 S.F.SF(6:5%) PERMANENTLY STABILIZED. STEEL OR WOOD w F 0
POST- 36" HIGH MAX. x L
W FF EL.=24.90 �" ° X VERO BEACH, FLORIDA 329EQ O PONDING HEIGHT
SEPTIC OUT OF RANGE I L1.82X I I ~~ y- (772) 226-7282 PONDING HEIGHT oo _ 1= m
m
2.21 - - FIRC 1/2" SETBACKS: REQ'D PROPOSED FLOW 0 w FLOW W M SIRC 1/2 -- - - � =
X x , s� - ' RLS 2301 FRONT YARD (S) 25' 40.0'
LB 800E r }cf) CD
❑ V �OgV
SURVEYOR: SIDE YARD (W) 7.5' 21.80'
} S 89`56 20 E 90.00 9 VIE SIDE YARD (E) 7.5' 30.53' `.}
m m
pM GSS SURVEYING & MAPPING, LLC. 3 ra
} F x�±', REAR YARD (N) 15, 36.0' 4"X6' TRENCH WITH y" MIN. DRAIN ROCK m -0
- �. 2f),'7„ 4620 LIPSCOMB STREET NE, SUITE 2 COMPACTED BACKFILL o
X 22.20 21.9 } _ -
,-. PALM BAY, FLORIDA 32905
( ) TRENCH DETAIL INSTALLATION WITHOUT TRENCHING LL
PROJECT LEGEND: °o
s 10,OOI = PROPOSED PROPOSED RAIN GRADES
321 914-3978
_ FINISHED 00
10' 1 BLICUTI ILTY&DRAINAGEEAMENT epsw �Hw�-_ o.kw �'I { PARCEL I.D.: 4 AGE PATTERN ;ILT FENCE INSTALLATION DETAIL -TYPE IV.
\- I y HP =HIGH POINT
I } \ 2.00 J r 21.5 I END OF WOOD 1301-611-0188-ODO-4 SCALE: N.T.S. 04
0 2.00 FENCE ON LINE M.E. = MATCH EXISTING N 'o
} - Q = DRAINAGE STRUCTURE r o
N : 9.5'S. N rn
N .. T . _ o � 15' Ba.L. f � I ZONING: SURVEYORS NOTES: � W M ❑
r I `} M �l ! it
SINGLE FAMILY (RS-4) 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT p N rn
1 X? J BEEN SURVEYED. a U22,00 01
lyj I } L` PROPOSED 3'X3'� ^� x 21.1 LAND USE: 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE o
F- } CONC. PAD Jg S� SINGLE FAMILY RESIDENCE DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET. LL
co _
p / } \ 23.75 EL. 24.82 Q� t�t7 3.75 a
3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR
- DRAINAGE AND GRADING NOTES: - m
LEGAL DESCRIPTION: _ EASEMENTS OF RECORD. Nm
�10
006 . f } 24.6E p24.66 FFIOMLOT 10, BLOCK 109, LAKEWOOD PARK, UNIT NO.9, ACCORDING TO THE 1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88. 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND o
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PROJECT DATA:
SITE ADDRESS:
7002 PENNY LANE
FT. PIERCE, FLORIDA 34951
OWNER:
21.80 PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 27, 27A-27D OF SHOULD BE FIELD VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT
��! 30.53 , 2. ANY CONDITIONS NOT ALLOWING', WATER TO FLOW AS SHOWN SHALL BE
� f ;1` 3.751:80 THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT
22.25 \ BEEN LOCATED.
MM
(CONTAINS 0.27 ACRES) BADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A
3. FINISH G
", O 5. THE NORTH RIGHT OF WAY LINE OF PENNY LANE IS ASSUMED TO BEAR S
O I� i51+ r T s 10 FEET OF THE BUILDING.
MINIMUM OF 6 INCHES WITHIN THE IRS 890561204 E AND ALL OTHER BEARINGS ARE RELATIVE THERETO.
I }}T� h:<,::n.as.rs'"� O LOT11
O A w ; ,,n.0 e n�'i BLOCK 109 4. IMPERVIOUS SURFACES WITHIN 10 EET OF THE BUILDING FOUNDATION SHALL
i0 °§ kn :ar r 6. ALL RIGHTS OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS
RESIDENCE PE MINI PERCENT AWAY FROM THE BUILDING. NOTED.
FF EL.=23.60 BE SLOPED A MUM OF 2 E T A A E 8 NG _
OTHERWISE
i m yam_ 5. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY AND
@,-M.r r N s t F. 7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES A
r
T 9 .: T PROPOSED FLOOR PLAN. LOT } � �� � � �, ,y .� ��y'�„ 35, ,J,1�y Ta,� � 3 WITH CHANGES IN ELEVATION WITHIN HEARE REFERENCED TO U.S. SURVEY FEET.
BLOCK 109 }s " r F ° 1 a 21.9E
�m� S . „ „t s:,J s � may.: � e�yl X X "21.5.>
VACANT) ., 1 , W 6. THE STORM WATER DRAINAGE DE
SIGN IS INTENDED TO CONTAIN ALL SITE
8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF
NO WELLS I j , X 21„ 75 STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER
sh9, SURVEY WAS BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED
4: B SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT
L'Lc L SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND
ni nL.Y:® :'.`:= 3i L4i k ,: ,..t n :2 E ia, aie i :i L--
24.66` ,, ; f „"s.:• PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHAidGE
4.6E C-1 SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS
23 5 THE INTENT OF STORM WATER DESIGN. SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY
I J "^':' ' L - ' ,.� •° "� .'U" 00 OTHER JURISDICTIONAL DETERMINATION.
X 22.16 `�2100 22.60 w _ $ , k 22_
' \
STORMWATER POLLUTION AND ERO�--� OI`FT�OL
m ....- ; x•.,„ .-n: -"-' , ..,f.rs s .' --u l>-....., .- -.. - THIS SURVEY EPARED,FOR THE EXCLUSIVE BENEFIT AND USE OF
m 9. T S Y HAS BEEN PR
NOTES' .__.
_� . e.:. _ s + . "� r u, _.. a. - THE PERSONS AND/ R ENTITIES NAMED HEREON FOR THE PURPOSES
`'3' I n _ Q
ipne, ,.. Ss P :Sn:.n:'.: m. t (]U
_ � ,.� r ,:..::. � > :�s`_ . �, - STATED, CERTIFICATION OF
,. � .:• 3,. .".. � ,. >. _� . cr IDENTIFIED HEREON ONLY. UNLESS OTHERWISE S ,
4 .. BE IN ACCORDANCE WITI"THE
1. ALL SITE CONSTRUCTION ACTIVITI S SHALL STANDARDS OF PRACTICE SET
• E ,�,.; a� , n. ,�, r�� € � � � , �;,,;,,,„; ' LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE THIS SURVEY MAP APPLIES ONLY TO THE S -0
FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS ,
EROSION AND SEDIMENT CONTROL.
_ �"r ,,�,• ,,c,„ �a,s' , 5� 4.. F �'4s E; E„ 'PROP SED 3'X3' - IN CHAPTER 5J17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
jw
A/C CONC. PAD 472.027, FLORIDA STATUTES: THE CERTIFICATION IN NO WAY CONSTITUTES
= 2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED
EL. 25.0' NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT
AREAS.
I SHOWN HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY
3. ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED.
',,
OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY NOT BE TRANSFERRED
L.j
' ,��„. � :J € �, r�,�T , �+r .:.�� _ a a : "fir, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR,
THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED
Nyu ri,& 1{.at O 4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE
BY THE SIGNING SURVEYOR.
' k.�, "' _ eca �i+s, i �.. #'+-s:�, t a ,s st "' S:j SODDED.
24.6Ev,M i 3 7�:
•0 "`" w °T,•• ' 21.84 I AREA IMMEDfATELY AFTER 10. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN
I y=1� 5. CONTRACTOR SHALL FULLY SOD RETENT ON
22 4 �;( f I O VERTICAL DATUM OF 1988 NAVD 88 .
24.6E )
O 5.0' E , 1 's , p21.80 CONSTRUCTING. (
0 F 1050 O
O X 22.( f 23.7 O 11. THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW ARROWS IF SHOWN
O 0 CT GAL q 4.60 I 6. ALL DISTURBED AREA SHALL BE SO DED PRIOR TO PROJECT COMPLETION.
I\ HEREON WERE PROVIDED BY THE CLIENT. GSS SURVEYING &MAPPING, LLC
z I R AI L SIT o 4 (n TAKES NO RESPONSIBILITY FOR THEIR CORRECTNESS. THE PROPOSED
uri 21 p4x X 21 93 : ELEVATIONS ARE SHOWN ONLY FOR THE CONVENIENCE OF THE CLIENT IN THE
30.0 n
PERMITTING PROCESS THROUGH THE LOCAL GOVERNING MUNICIPALITIES.
24.0 24.0
6.3E ° . 38.0' w
PROPOSED PLASTIC PORCH
z
n 25' B.S.L. -------------MAX. 1%'SLOPE -- J
----------- ---- ------ `------- --- ----------------------
TUBINGI 26.0
24.
24.0 23.85 I ---- I 7
INDUSTRY,,.,.... .�._- `a __' . -_ ____ 125.0 --- ------ ----- -- -- ---- ---- --� ------------------------------------- ---------- -_ __ ,
M . - q ±13% SLOPE � a - ---- ---- - � 25 0
SYSTEM 66.49±T0---------`------ ------ - ---- -- - - --- -- -- - -- ---- - ---- -- 24.0
24 0 - -
4 SEPTIC 24 66 21.5±
0 230 -- -- - PROP. DRAIN FIEtB ----- ----- -- --- --- -M- �0 -- ---- --- ---- ----- 23.0
23.85 PROPOSED o
---------- ----------------------------
It
- -- 23.85 0 - ---- --- -- 15.3'- -- ___ --- ---- --- 19.5± SOP - f 22.0
4.0 r°D q DRIVEWAY 10'-------- - ------------------ ----- ----- --- - -- --- --- I - --- -- - CL SCALE --- 21.0
----
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q a EX. GRADE ---- -_ -------- -
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5.0---- --- ---- -- - J 19.0 m
0 0 0 SECTION A �' o
4
I (� w � SCALE 1"= 5' z a
n q FIR 5/8"
0.42'S, 0.24'E. - a L�
SIRC 1/2" oo. p 30.5'±
S 89°56'20" E LB 8006 X 22,33 21.00 O
BEARING BASIS 22.00 21.60 21.6± w F.F.E. 25.1E 10.0 _�
829.40'(P)828.79'(M)- 90.00 ; ° �- X.zI..1 I2 26.0 ---------------- ----------------- - --------.----------- -�a ai z
X 9.2:3U �. F.F.E. = 25.1E 10.0'
2Q.89------------------a
ss± N 89 56 20 W � 26.0 - - ---- ---- -- -- --- 25.0 - -
-- ---- -_--- E40-- --- 41 MAX
- ±9%SLOPE 22.6±
19.66 a NV0=D1920CMP 13.19 Lb.,! 246E ---------- 2375 ±15%SLOPE 23.6± --- ----- -- -- - - -- -�--- ---- -- --� H:P. � m
NOT - 24.0
21.20 - - --- -- - ----- - --------------- ---- I 22.0± j 23.0 _f_°YLSLOPPF- -- --- -- ----------_-------------------- W
TO SCALE
----------- -
l _ swm.�--swn -sros sw Sa s V ..- .::;j r..._ ;,I," swami swarms-.. SW - 15'CMP 23.0'; - ----° ---- - -- --- ----------- --- -- --- - - -------------------- 22.8± U� W
M.E ,-'' 22 0 1 - - Q o
15 CMP swum s�a�- INVERT -- ---- ----- _ EX. GRADE Z x M
---
N 22,0 ---- - -- --- --- _ __ _-_ J 21.0--------------------
INVERT in EL.=19.64 PROP. GRADE
EL.=19.19 IN SN&D q SN&D 21.0 ----- - --- --- ----- ---- --- -----
SITE BM-11 EX. GRADE N
SITE BM-2 SECTION C O
EL 20.8320 A EL.-21.27 N 0
> . 1.0.73
._..-. SCALE 1 - 5'
_---X -- - 0 0 SECTION B as a
20. 3 ,�
SCALE1"=5' w z
21.29 Z
c G
_ PENN_Y LANE �P o sfe d_) J
21.24 - 0
- - - - ST. LUCIE AVENUE -la
- 33.0'± o ;fJ
2".34 �/ 24.82 10.0' a
(55' PUBLIC R/W) 19.6'f ASPHALT ROAD STOOP -- 1a DwuT ESM'T I, o W
ST, Wc'c CDkO4 armitting N 0 3
26.0 --------------- - --- ---- ----- ------ - i -- ---- ---- - ,26.0 0
2Q91 20:99 25.0 ---- #a2°"�BLOPE - ---- -- PROP. -GRADE--- ---- --- ---- ---- � 25.0
-_- X. 24.0 ` ---- ------ ---- t6%SLOPE -22.E±-- 1---- ---- ----- - 24.0
- -
- __ III PROJ. NO. 19-1380.9
_--- I ------------
HAZARDS _ --- M-- -T--------123.0
ACROSS STREET OUT OF RANGE 24 7 _ _ _
22.0+ - --- __ 3--
-_ -- - -- ,.; 22.0 DATE 9519
-- ___ _ --_ __-- --_ L - 121.0 SHEET NO.
21.D -- -- - ILE GORY
S° EX. GRADE -20-.50± -- / - - -1 20.0
{
EX. SWALE �C-1 SECTION D �� �1T
SCALE 1"= 5'STO
VIM
SHEET 0F 1