HomeMy WebLinkAboutSilt Fence Installation DetailsWELL ACROSS STREET OUT OF RANGE PROJECT DATA: FLOOD ZONE:
THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD
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BR O 7�T�� � ¶j 'u�✓/ 7� �� INSURANCE RATE MAP 120"111C0070J, DATED FEBRUARY 16TH, 2012. a
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SITE ADDRESS:
BENCHMARK NOTES:
7103 BROOKLINE AVENUE U)
SET N/D THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN
N SITE BM 1 (70' PUBLIC RAN) SITE BM-2 FT. PIERCE, FLORIDA 34951 VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS Z
NGS PID D14002, ELEVATION = 21.33' NAVD88. SITE BENCHMARK IS AS SHOWN.CD
21.29 �EL.=21.17 201t ASPHALT ROAD 21.15 EL.=21.11 y N
21.13± OWNER: SITE DATA: in
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M.E. (/ \j WJHFL, LLC. REQ'D PROPOSED E E o
_... _ �_ S.F. 1
v L._ __ I - - 3300 BATTLEGROUND AVENUE #230 $ Q T
LOT SIZE' S,000 10,379 S F a
SCALEY' = 10' zz.o'
LOT WIDTH 60' 75 F.T. -
GREENSBORO, NC 27410 .9 m
0 5' 10, 20' p d 12"CMP 2 rn E
I M 19.81 9.77 19.95 W. INVERT MAX. BUILDING COVERAGE: ° ° } ° a
o I - 30% 1,609 S.F. 15.5 )
PROPOSED
19.8 p EL.=20,29 ENGINEER: MIN. OPEN SPACE: 40% 8,227 S.F. (79.2%) `9
LL11 �
E. INV. = 19.9 9.0
MILLS, SHORT &ASSOCIATES, LLC.
131.2't ° / 71.2't 700 22ND PLACE, SUITE 2C SETBACKS: REQ'D PROPOSED ui
NOT TO /// NOT TO FRONT YARD N 25' 31.50' ~ m
"wae-"'ate "�"'�--" a.� t------- SCALE VERO BEACH, FLORIDA 32960 ( ) m
SCALE I SIDE YARD (W) 7.5' 27.01' m rl
(772) 226-7282 SIDE YARD (E) 7.5' 14.0' w
p v REAR YARD (S) 15, 61.16' 'IQa It
720.00'(P)(C)
p SURVEYOR:co
S 89 °56 21 E -2-2.-4� GSS SURVEYING & MAPPING, LLC.
l . - 4690 LIPSCOMB STREET NE, SUITE 6A m
FIR 5/8 0 75. 00 ° FIR 5/8 ` PALM BAY, FLORIDA 32905 m
0.14'N• o p 7 22.0 0.19' Y�, (321)914-3978 LL
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0.03'E. 22.16 b 21.65 0.48' o J
20-)7 PROJECT LEGEND: N PARCEL I.D.:
13.97 ) 75 4,� = PROPOSED FINISHED GRADES ni 00
1301-611-0130-000-3 �`',, N rn
p �(X =PROPOSED DRAINAGE PATTERN w C, a o
2C},40 HP = HIGH POINT M m
PROPOSED ° D co M.E. =MATCH EXISTING Q N
PLASTIC pPROPO SED I ZONING: O N rn
I id1 TUBING SINGLE FAMILY (RS-4) 0 = DRAINAGE STRUCTURE ° a U � m
Ld INDUSTRY 22.5 GONG DRy-E
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I (17sBCD) .� I LAND USE: @ LL
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\� ADO SILT FENCE INSTALLATION DETAIL -TYPE IV. v
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q ii SURVEYORS NOTES:
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\l p�0 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN uj " a` � ¢ W
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\ $ SURVEYED. >.-I C '�
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� 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL. THE MINIMUM RELATIVE � r G
21.89 ° DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,500 FEET, IN CG g u
\ THE MINIMUM TECHNICAL STANDARDS. DRAINAGE AND GRADING NOTES: LL
\ I 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR 1, ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88. = w
EASEMENTS OF RECORD. 2ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BE (� G C
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I 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND
\ BROUGHT TO THE ATTENTION � OF THE ENGINEER FOR RESOLUTION.
\ � SHOULD BE FIELD VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION LL
AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN
I 15'B.S.L. \ I LOCATED, 3. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION A
MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING
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-PROPOSE
11.00 5. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE
4. IMPERVIOUS SURFACES WITHIN
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21.50
21.50 NOTED. 10 FEET OF THE BUILDING FOUNDATION SHALL
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21.50
BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING.
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6. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER
5. CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITY
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X 21.68 10' PUBLIC UTILITY &
0 120111C0070J, HAVING AN EFFECTIVE DATE OF
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WITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLANcl
JANUARY 16, 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X, OUTSIDE
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20,82
DMINAGE EASEMENT
SPECIAL FLOOD HAZARD AREA.
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6. THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITE
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FIR 1/2 STORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATER
7. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND
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SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENT
ARE REFERENCED TO U.S. SURVEY FEET.
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11 PROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGE
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FIR 1/2
THE INTENT OF STORM WATER DESIGN.
8. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF
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0.28'S. N 89 `56'21 ' W
SURVEY WAS BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED
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0.04'E. X 21.2E3 75.00
SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND STORMWATER POLLUTION AND EROSION CONTROL
\ SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS NOTES;
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X 21.45
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(1 SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY
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I OTHER JURISDICTIONAL DETERMINATION.
LOT 7 1. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST.
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BLOCK 106 9. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITE
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THE PERSONS AND/OR ENTITIES NAMED HEREON FOR THE PURPOSES IDENTIFIED EROSION AND SEDIMENT CONTROL.
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HEREON ONLY. UNLESS OTHERWISE STATED CERTIFICATION OF THIS SURVEY MAP
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2. SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBED
APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA`
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BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J17 FLORIDA AREAS.
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ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE
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, WARRANTY _1 ALL AREAS OUTSIDE OF SILT FEWIN6 SHALL PEMA!N UNDISTURBED.
- C�RTi, ICA i iGN uV NO WAY �,ONSTITUfEJ NEITHER GUARANTY NOR.V�AhIRANTY TO -
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ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, DELETIONS OR
4. CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARE
REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY
Plxoa. No. 19-1380.1
SODDED.
MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF
DATE 5.10.19
THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE
SHEET No.
OTHER THAN INTENDED BY THE SIGNING SURVEYOR. 5. CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTER
CONSTRUCTING.
10. EXISTING ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN 6. ALL DISTURBED AREA SHALL Fir- SODDED PRIOR TO PROJECT COMPLETION.
1988 (NAVD 88).c
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VERTICAL DATUM OP
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