HomeMy WebLinkAboutPermit #1910-0387( REVIEW COMMENT 7/18/20)D-
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LOT 16
BLOCK 116 5 ; II I PROJECT DATA: FLOOD ZONE: NOTES:
RESIDENCE 11 R
�`�/�y THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD 1. SILT FENCE SHALL BE
FF EL =22.45 Q3�s1� I I FF INSURANCE RATE MAP 120111CO070JT DATED FEBRUARY 16TH, 20124 PLACED ON SLOPE STEEL OR WOOD
�I 1/ p� LOT 15 SEPTIC SITE ADDRESS: CONTOURS TO MAXIMIZE EXTRA STRENGTH FILTER POST
11 �. Q� BLOCK 116 X 21,85 I BENCHMARK NOTES: PONDING EFFICIENCY. FABRIC NEEDED WITHOUT
• IJ- 6504 SANTA CLARA BLVD
RESIDENCE THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN WIRE MESH SUPPORT
FF EL.=23.73 X 22.29 I FT, PIERCE, FLORIDA 34951 VERNGSTICAL PIID AFDATUM 7506 BENCHMARK, ELEVATION OF 1988. THE 12351' NA D88. SITE UTILIZED
BENCHM BENCHMARK ISTHIS
AS SHOWN. 2 14441.111.
STORM EVENTEACH
ANDINSPECT AND IR SECURELY TO UPSTREAFABRIC
M
r U X 23.29 ( )
8 X 22.43 v w REMOVE SEDIMENT WHEN SIDE OF POST
sFA�cTo � (n o v X OWNER: SITE DATA:
0 21.34 WJHFL, LLC. REO'D PROPOSED NECESSARY. 9" MAXIMUM h' 4
S 89"56'20' E 90 00' 20.84 AVENUE #230 LOT SIZE: 10,000 S.F. 11,700 S.F. HEIGHT. NDED STORAGE
• - , , - , 3300 BATTLEGROUND AV 75 90 F.T.
RECOMMENDED
E LOT WIDTH
_,leiJJ: -_._ gWME- SWAB-� s,N .e-- r 1=_.:.,.. rrl:r:- ^ra r. .-. swnl:c- swiss- SWALr--..wn� .-. swnf -- GREENSBORO, NC 27410 4 ' FLOW -
-- 'YIF�F' t Y'RL{ - S ALS-^- iWAL�E- SWAY- SN Jif. ;!r' - -- S`NAL Y 21.75
21.233. REMOVED SEDIMENT f.. ti,I.\
--M 21.5( MHO -MHO-__ __.._.MhO 21.57__. �Mh10----. MI10-__....-_.-..-MHO-_____�-MHD- .- MHO'-- MI10- MHO - {
SHALL 8E DEPOSITED TO
/ 21.70 MAX. BUILDING COVERAGE: 30 % 1,989 S.F. (17.0%) AN AREA THAT WILL NOT
/ X CATV ENGINEER: MIN. OPEN SPACE: 40% 9,187 S.F. (78,5%) CONTRIBUTE SEDIMENT ;'r ;z`. ;':r.^ ;`'?; WI 10'MAXIMUM SPACING WITH
o OTHER IMPERVIOUS AREA N/A 524 S.F. 4.5% WIRE SUPPORT FENCE, 6'
' 10' PUBLIC UTILITY & DRAINAGE EASEMENT
SETBACKS: REO'D PROPOSED - 22 0 - X MILLS, SHORT &ASSOCIATES, LLC. ( ) OFF -SITE AND CAN BE > ''`-�'� ""p MAXIMUM
- L v WIRE SUPPORT IFE CE WITHOUT
700 22ND PLACE, SUITE 2C PERMANENTLY STABILIZED. �
,N 22.0 22 1 / 2.0 VERO BEACH, FLORIDA 32960 SIDE YARD W 7.5' 30.69' kPONDING
EL OR WOOD w F
22.18 I FRONT YARD (S) 25' 25,49' T 36 HIGH MAX. C7 x PONDING HEIGHT Ln
X�- .. -- - .. -_ .. _ .. -- -- _ X 22,08 (nz) zzsazaz ( ) c�
1 4' 22.6 17,25' 23.75 15' B.S.L. I SIDE YARD (E) TV 21,58' HEIGHT m v0~i =
E SURVEYOR: REARYARD(N) 15, 48,53' FLOW
OW
C-1 w ( GSS SURVEYING & MAPPING, LLC. SCALE:1" = 10' ��° t� I h �I'r I 4620 LIPSCOMB STREET NE, SUITE 2 DRAINAGE AND GRADING NOTES: X6"TRENCH WITH i" MIN. DRAIN ROCK
0 5' 10, 20' Q A v a PALM BAY, FLORIDA 32905 COMPACTED BACKFILL
cm > IR ��i��j�� o I (321) 914-3978 1. ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88, TRENCH DETAIL INSTALLATION WITHOUT TRENCHING
2. ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE
PARCEL I.D.:
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.
SILT FENCE INSTALLATION DETAIL - TYPE IV.
1301-611-0339-000-8 3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A
II 1 751. RADIUS .
FROM WELL I 0 MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING, SCALE: N.T.S.
23.8 24'0wII
3.8 23.5 23.5 c) ZONING: 4. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL
5.00' I PROPOSED 3'X3' I I SINGLE FAMILY (RS-4) BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING.
1050 �� CONC. PAD SURVEYORS NOTES:
GAL �' EL. 24,66' 5, CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY
22.69 I 5 4, } 5 24.5 24,5 21 58' WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN.
LAND USE: 1, LEGAL DESCRIPTION PROVIDED BY CLIENT, ADJOINERS SHOWN HAVE NOT BEEN SURVEYED.
SfT 24 SINGLE FAMILY RESIDENCE 6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE
23.19 22,37 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL, THE MINIMUM RELATIVE DISTANCE
24.3 STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7 500 FEET
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LOT 11 �zi/g
BLOCK 116
RESIDENCE I/�� I LOT 13
FF EL.=24.34 / e7 hgp` pI EIi I�I� Iu,,u +' + �{ �I I';i� I BLOCK 116
UNABLE TO ACCESS it / I�1fl^"'I'N(�II��III�"�I���V�fl���mllplwl��11i1'��II�II��IfB�`I 0'n� yl 22.03 RESIDENCE
YARD FOR SEPTIC / FF EL: 23.58
SEPTIC OUT
C-1 OF RANGE
22.95 / 24.5 23.5
LU I X 22,95 I / 22� w1-- 22.6 B
24.5 PROPOSED i'X3' C-1
PROPOSED A/C CONC. PAD
o / ROp�po RESIDENCE EL.=25.0' i
o N i �Fj SFa �FFEL.=25.0'
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X 22.85
/ 24,66
2.69 I 30.69' 24.0
---f� 24.5 21,84 X
24.5 21,65' '
25' B.S.L. 24.5
/ a ^ 24.5 23.5 21.9
24
23,05 X // 23.4 ° I
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/ I PROPOSED
/ 16' CONIC
� DRIVE 10.50'
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1s Sol 21,62
2 .0 N 89°56'20"If
_ 22.05 , , ---
. . 22.16 %� 90.00' 21.75, 21.36 21.62
a
CATCH BASIN
TOP EL.=20.59 (NO SWALE)
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SIGN
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22.00'„ 21,42
21,50 A - NT
SN&D SN&D
SITE BM-1 SITE BM-2
EL.=21.39 EL.=21.28
21.57 - �� �� \21.,r-
- J�
B u �J LE � AR 71�-Q, 21,53
(70) PUBLIC R/W) 20'± ASPHALT ROAD 21.17
( 21.37 - _...._ - -- _ ..._.., ...... j�
WELLS ACROSS STREET OUT OF RANGE
SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT
LEGAL DESCRIPTION: PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAYAND/OR EASEMENTS OF
LOT 12, BLOCK 116, LAKEWOOD PARK UNIT 9, ACCORDING TO THE PLAT THE INTENT OF STORM WATER DESIGN. RECORD.
THEREOF RECORDED IN PLAT BOOK 11,
PAGE(s) 27, 27A-27D, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, STORMWATER POLLUTION AND EROSION CONTROL 4, SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD
NOTES: VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION.
FLORIDA. (Contains 0.27 acres) UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED.
1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST, 5, THE CENTERLINE OF SANTA CLARA BOULEVARD IS ASSUMED TO BEAR N 89056'20" W AND ALL
LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE OTHER BEARINGS ARE RELATIVE THERETO.
EROSION AND SEDIMENT CONTROL.
2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED 6, ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED.
AREAS. 76 ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE
3. ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED,
REFERENCED TO U.S. SURVEY FEET.
4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE 8, THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS
446
BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO 16
SODDED. NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY
PROJECT LEGEND: OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF
= PROPOSED FINISHED GRADES 5, CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION.
CONSTRUCTING.
= PROPOSED DRAINAGE PATTERN 9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS
HP = HIGH POINT 6. ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION. AND/OR ENTITIES NAMED HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS
OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE
M.E. = MATCH EXISTING STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL
O = DRAINAGE STRUCTURE SURVEYORS AND MAPPERS IN CHAPTER 5J17 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
SECTION 472,027, FLORIDA STATUTES, THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER
GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON, ADDITIONS,
DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS
SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF
THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN
INTENDED BY THE SIGNING SURVEYOR.
Lu
25.51t w 10, ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988
PORCH 10.0' z (NAVD 88),
-- I 11, THE PROPOSED ELEVATIONS AND/OR DRAINAGE FLOW ARROWS IF SHOWN HEREON WERE
25.0---------------------------- --------------- tw-------------------------------------------------� 25.0 PROVIDED BY THE CLIENT. GSS SURVEYING &MAPPING, LLC TAKES NO RESPONSIBILITY FOR
24.0 _ 23.4 ____ __ t9°�_SLOPE___22 0__' a-------------------------------------------------- 24.0 THEIR CORRECTNESS, THE PROPOSED ELEVATIONS ARE SHOWN ONLY FOR THE
23.0 24.5 M.E. +� _ _ _ ____ ____ ___ 215t____� 230 CONVENIENCE OF THE CLIENT IN THE PERMITTING PROCESS THROUGH THE LOCAL en
----- - - - - --- ----- -
__�T4°TSCOPE _ GOVERNING MUNICIPALITIES.
EOP.
------------------------_-_ 22,0
---- ----- ----- ----
------ ---------------------------------
21.O L---------------------- - ErtaRAfl€---------------------1---------------------------------------------------- 21.0
Q 0 SECTION A
SCALE 1"= 5'
w
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w
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30.6'± I W
21.6't w F.F.E. = 25.0 10.0' 1 a
10.0' O 26.0---------------------- --------------- Ja
25.0 N.5
�n 25.0------------------- --24'Q----------
26.0 ----------- ------------------------------- ------ 4:fMAX--- t7%SLOPE ------ i 22.9t
25.0�----24`r'------------------------------------� 24.0 -------------- ----nnn----------------------------------1 M.E�
f10%SLOPE I t9% SLOPE --------------------------------------
24.0 ------------------ ---- -- 23'5
------------� 22.6t 23.6t 23.0----------------------------- - - ------____________-- 24,0t
jowor00 I M.E. 22,0
--- -
--------------------------------------
23.0 _ ---_- _- _--- _ -_-- _- _- _- _-_-_ -___ EX. GRADE - _ ------------------------------------------
22.0 t 21.0 -
------------------------
E---------------\::=
-PROP. GRADE- ---------------i ----
21.0---------------- ------------------- J
EX. GRADE 0 SECTION C
0 0 SECTION B SCALE1"=5'
w
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SCALE 1 "= 5'
45.5'3 � a
24.66
STOOP 10.0 I 10' DRIUT ESM'T � a
25.0 ------ f10°JaSLOP�------------- -- PROP. GRADE
----------------------------------r-------------------- 25.0
23.50 19% SLOPE F _ _ _ 1 24.0
---------------- ----------------- 24.0 _-------- --------------------------------- 22.6t----I 21.50t
23.0 ---- 24=�'----------------------- -------------------------------------- MrE, - ------------i23.0
®a----- F EX. SWALE
- - - ----------
21.0 L - --------- - ----- --EX. GRADE - - - --- -- - -L -- - -- --� 21,0 w
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0 SECTION D ,725, I
1"=5' PROP. DRAINFIELD 11.01t
2690 -------------------------------------------------- a
to
25.0 ----23.9f----------t4%SLOPE _________
24.0-------------------------------------23.2t iL6%-SLOPE----- 22.3t
23.0--------------------------------------------------- M.E;_
______
21,0---...................... -7-EX.GRADE----------------- -------�
elef SECTION E
SCALE 1"= 5'
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PROD. No. 19-1380.10
DATE 09.09.19
SHEET NO.
C-1
SHEET � OF 1