HomeMy WebLinkAboutPlan 4.15.2025-
NOTES
1. DATUM IS NAVD 88
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR GARBAGE DISPOSER IS NOT ALLOWED
2. MUNICIPAL WATER IS EXISTING
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
EXISTING '3 BEDROOM DWELLING W/ 1 BEDROOM ADDITION 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT.
ACCESS COVERS TO WITHIN 6 OF FIN. GRADE CONCRETE COVERS TO WITHIN 3 GRADE /
2" PEASTONE OR GEOTEXTILE
FIRST FLOOR EL. 26.7' FILTER FABRIC OVER STONE VENT W/ CHARCOAL FILTER DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD 4° DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
MINIMUM •751OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 24.8' � � � USE A 440 GPD DESIGN FLOW TO BE AASHO H-M (H-2Q CHAMBERS).
PREcasT H-io WATERTE$T D'BOX FOR LEVELNESS BLOCKS OR
RISERS (TYP.) MIN. 2 CKNESS PRECAST H-20 PRECAST RISERS - 5. PIPE JOINTS TO BE MADE WATERTIGHT.
RSERS (lYP.> SEPTIC TANK: 440 GPD (2) - 880
2'46 4"OSCH40 PVC 2'0 MORTAR ALL INVERT IN 20.83' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
PRECAST H-20 PIPES LEVEL 1ST 2 I COMPONENTS USE A 1500 GAL. SEPTIC TANK
:...• d-!:.: c. RISERS (TYP.) F--4'
II
2'0 ENDS (TYP.) SIDES 21.83a 310 CMR 15.000 (TITLE 5.)
"
9, .:m\*23..6'± 10 1500 GAL H-10 i4 «e <.
TEE °°°°°°°° a°o° LEACHING: 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
21 ,70 TEE SEPTIC TANK 21 °45 ®®®® ®®®® ®®®®- ®®® ,°°°°°°°°
:. 7��
°°° °°
6' MIN SUMPog000 ®®®®®®®®®®® ®®®®®®®®®®® BE USED FOR LOT LINE STAKING OR ANY OTHER` PURPOSE.
cAs 0 0 0 0 0 0 ° °°°°°° SIDES: 2 (33.5 + 12.8) 2 (,74) 137 GPD
°00000000gog 12 MIN. INT. °0°°° ®®®®®®®®®®® ®®®®®®®®®®® ;000i..
00000 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
°° ° °° ° ' BOTTOM 33.5 x 12.8 74 317 GPD°°°°°°°:a': :; 4' LIQ. LEVEL (ACME OR EQUAL) ': 21.10 20. 3°°°°° ° ° °18.83 (. } _
° •. •• 9.' COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
':':dr.e"®o°opo°o®o°o°o°0;";0-000°opo°e.Opo®o°®°®- - - ¢ •.
00000000000000000000000 I ) ...TOTAL. 614 S.F. 454 GPD
1�o'0000�o�o„oo,o„000000000 o�ono.o 0000000. " , H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL I G - WITHOUT INSPECTION BY BOARD OF HEALTH AND
3/4 -1-1/2 DOUBLE WASHED STONE 4 MIN. (3) UNITS REQUIRED - �/ j
- AI_L AROUND PRECAST STRUCTURES � � /'-- � S PERMISSION OBTAINED FROM BOARD OF HEALTH.
6 CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' 7 CB F USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
M S 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
COMPACTION. (15.221 [2])00
WITH 4' STONE ALL AROUND
/ -- !C 6 �p DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL
2.5 % SLOPE MIN. 1 % SLOPE (_1_X SLOPE �' UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
ro
a , N 20 a LEAC 2 i; COMMENCEMENT OF WORK.
FOUNDATION- 14 SEPTIC TANK 35 D BOX 12 FACILITY 12.0' BOTTOM TH-1 / j //' / , 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1 "=2000'f
NO GROUNDWATER FOUND ' ,/� REMOVED BENEATH AND 5' AROUND THE PROPOSED
/
*THE INSTALLER SHALL VERIFY THE TY. ® o ASSESSORS MAP 121 PARCEL 30
/ ^O J LIMIT LEACHING FACILITY. I
LOCATIONS OF ALL UTILITIES AND ALL ( LINE SILT _ 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
BUILDING SEWER OUTLETS AND ®
FENCE (TYP.) OOF REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. DWELLING IS WITHIN FEMA FLOOD ZONE X
ELEVATIONS PRIOR TO INSTALLING ANY DRYWELL (AREA OF MINIMAL FLOOD HAZARD) AS
...�
%' TYP. 13. OWNERS ENGINEER TO PERFORM INSPECTIONS OF THE SHOWN ON COMMUNITY PANEL 25001 CO559J
PORTION OF SEPTIC SYSTEM r� / / ( ) FINAL INSTALLATION. MINIMUM OF 24 HOURS NOTICE
J.� '� 0 •° REQUIRED. DATED 7/16/2014
��, �/ h ZONE AE EL. 12 ON LOWER PORTION OF SITE
, S
- �...�.,� '� ./ � <c •' - SEE 14. WETLAND DELINEATIONS BY DANIEL A. OJALA PE PLS
SEE SE PORTIONS OF ORIGINAL DELINEATION BY BRAD HALL
cQ °� O
_ NOTE
W A6B �� NOTE®O �' F
17 CONFIRMED ONSITE AND REFLAGGED.
j
Uj 15 PROPOSED VENT WITH CHARCOAL FILTER AND
,' ��.� r ? .� ®-• o f / :: SSe � BUGSCREEN (FINAL PLACEMENT BY CONTRACTOR WITH ZONING DISTRICT: R-40 DISTRICT
SEE HOMEOWNER CONSULTATION).
S 6 NOTE E MIN LOT SIZE 40,000 S.F.
15 16. INSTALLER TO VERIFY MINIMUM 4, OF SUITABLE SOIL °
NOT S '
� � � ,. / ;• / , � / BENEATH BOTTOM OF LEACHING FIELD, ENGINEER TO MIN. LOT FRONTAGE 150
try ROP. 6 t 16 & CONFIRM AT TIME OF SOIL REMOVAL INSPECTION.
MIN. FRONT SETBACK 30
�~ DDITION I MIN. SIDE SETBACK 20 a
7 17. 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND
GARAGE 23°6' / PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE MIN. REAR SETBACK 20'
0 SOIL LAYER (LAYER C4). REPLACE WITH CLEAN MED. SAND, MAX. BUILDING COVERAGE 25%
TO MEET SPECIFICATIONS OF 310 CMR 15.255(3).
PRO PE F D
F. / '`�- 18. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP EXISTING BUILDING COVERAGE: 6.2% (2,300 S.F.)
/y BVW A6 �° u / �',.. N ITIGA / I� - \� i / EDGES OR ROOF DRYWELLS.
® / ., IO: tr ,
4 / //,; ✓ AR PROPOSED BUILDING COVERAGE: 8.7% (3,231 S.F.)
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0 1 0 t � ,� '� r � GRAVED � / �oOWNER OF REC'M
N o 't ®� i N� i i / `L BENCHMARK:
t DRIVE
D. Q a �i r d / , e i `�' , IRON PIPE
/ e j ' v (r I / ® _ _ NAME: THOMAS J. & PAULETTE S. MORAN
I l; J WO K LI IT I /t 13.5 ' I / �<v 28.2 NAVD88
LIN SILT / I w r , , ADDRESS: 2145 CAPTAINS WALK
n/ : a / TOWN VERO BEACH FL 32983
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®. Q HARDSCAPE 0-50' 50-100'
:• :'�r 'e ` T EXISTING: _1,628 S.F. 674 S.F.
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BUILDING: 0 S.F. 164 S.F.
,O- ---------------- GRAVEL DRIVE: 1,628 S.F. 505 S.F.
�a7 , DECK: 0 S.F. 5 S.F.
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00 s PROPOSED: 1 628 S.F. 1a 662 S.F.
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BUILDING: 0 S.F. 617 S.F.
- GRAVEL DRIVE: 1,628 S.F. 505 S.F.
PATIO: 0 S. F. 540 S. F.
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w 3/1 REBAR
20 L T ARE � : �' 6 / INCREASE: 0 S. F. 988 S.F.
37 52f F.
86� AC. 1 REQUIRED MITIGATION: 988x2 1,976 S.F.
2
NO INCREASE IN HARDSCAPE WITHIN THE 50
BUFFER 2,000 S.F. OF MITIGATION PROPOSED
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. MITIGATION AREA- OPEN BOTTOM
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Scale:l =10
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0 5 10 15 20 25 FEET
C#25-067
VW / ° /', �� d / m° I ENGINEER: PHELLYP T. I UNIAL, SE #14955
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REBA i� I WITNESS, • BARRY LEWIS /
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DATE: 3/5/2025
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939 Main Street ( Rte 6A)
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•• ' 99 2.5Y 5/4 , 2.5Y 5/4 , 9a SURVEY: DAO
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NO GROUNDWATEF2 ENCOUNTERED
CHECKED BY: v
25-067 MORAN YPORT.DWG