HomeMy WebLinkAboutDrainage Design 4-27-2270.0' RAW (P) FND FND
ti^yy FORT WALT'�5 N AVENUE^.00'(P&M) NAIL NAIL
MATCH EX a w )
APR 2.7 2022 FND NAIL BM ^ -58' 4 "E(P
ELV=AIL B ° N89°58'40"E(P&M)
St. Lucie County " °'
FND NAIL BM BASIS BEARING
Permitting � ° 90.07'(M) S89"52'12"E(M) � ELV=21.51'
12X17" CMP M ° a 4 °° 90.00'(P) N89°58'40"E(P)
I ° �O
SW^s SW SWAB SWALE swag- SW
^ e 2a �. 21.9 21.7 x rye.
FND IP Y2' �'`'
NW 0.12' - - - -
21 1 21.5 ° �4� 750SQ. FT. 21.5
PROP. CULVERT UNOBSTRUCT
30 LF 15" CMP 16.Q4
.. AREA
W. INV . EL. = 19.8 °°ul 24.5
E. INV. EL. = 19.9 I Y' 2• • f� 32.0
22.5 U e c �
24.5
W. P/L =21.3 b 4`
E. P/L =21.5 I " 24,5.`v p o �;, I 24.6 D FIELD o f
6' PIPE EXTENSIONS 25' B.S.L. a U o _ _ _ _
5' R/W & 4' REVEAL LIP 1 _ _ -�
LOT 18
(IMPROVED)
FFE:23.26'
(�-75.00' I- -
SEPTIC OUT
OF RANGE
21.2 ° Q;- 24.6 22.1
24.6
24 5 25.20 • 25 2 m ° � Y
1 0 I �.
20.9' M ' M 12.3' I - I
ti 4.0' \L&k J °1
Y
3'xT a
l 24.7 CONC
21.3 x 24.81 21.8
PROPOSED 25.2o i ^
ti f-STORY L a
I t&20RESIDENO 25.20zFFE:2�70
U� 14: '\ \ 0
24.81 I �
cD M O
Ole l
d m /h \ Z
W W 21.5
040 21. l 37.1' l� m
�pI F4�' 28.s�-�I;
0 0 25.20 25.20 25.20 P E�
l 24.5 3 X3 i ,\
Z Z \ I l CONC
24.3 24.3 \L4.51 \
21.2
20.8 L--- - - - - - - - - - --1
LOT 17
6 25' B.S.L. \
Iqv� �
--� ---.. BLOCK 127
PROP-�
JI --WELL &WL ----------------
10.0' D.U.
20.9
/ 20.8
LOT 9
(IMPROVED)
FFE:23.27'
N89058140"E(P) 90.001(P) LOT 11
(IMPROVED)
LOT 10 SEPTIC OUT FFE:23.39'
(IMPROVED) OF RANGE.
FFE:22.69'
BOTTOM OF PERMITTED DRAINFIELD: 23.01
MIN. 18"
COVER
GENERAL NOTES
SITE ADDRESS
LEGAL DESCRIPTION
7001 FORT WALTON AVENUE
LOT 1.7, BLOCK 127, LAKEWOOD PARK, UNIT 10
1. CONTRACTOR IS RESPONSIBLE FOR CHECKING
ACTUAL SITE CONDITIONS AND BRING
FT. PIERCE; FL34951
AS RECORDED IN PLAT BOOK 11; PAGES 29A,
DISCREPANCIES FORTH TO THE ENGINEER
PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA
BEFORE STARTING CONSTRUCTION.
APPLICANT
ENGINEER
2. ALL WORK SHALL BE IN WORKMANLIKE MANNER
CENTURYCOMPLETE
MBV ENGINEERING, INC,
AND SHALL CONFORM WITH ALL APPLICABLE
CITY, COUNTY, STATE AND FEDERAL
1153 MALABAR ROAD SUITE 8
1835 20TH STREET
REGULATIONS AND/OR CODES. THE
PALM BAY, FL 32907
VERO BEACH, FLORIDA 32960
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PHONE: (321) 270-6629
PHONE (772) 569-0035
OBTAINING ALL 'PERMITS AND LICENSES
SURVEYOR
REQUIRED TO BEGIN WORK.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR
H&H SURVEY CONSULTANTS
LOCATION OF ALL EXISTING UTILITIES. THE
DUSTIN HOLLOWAY
CONTRACTOR SHALL CONTACT ALL CONCERNED
131 W. BROADWAYSUIIE 1001
UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR
CONSTRUCTION OPERATIONS.
OVIED.O. FL 32765
4. SLOPE GRADES FROM ELEVATIONS SHOWN TO
PHONE (407) 542-4977
EXISTING GRADE AT PROPERTY LINE. MAXIMUM
TAX PARCEL LD NUMBER(S)
SLOPE 4:1.
v;m-01-nl s7-nnn-4
5. PER FBC, FINISH GRADE SHALL SLOPE AWAY
PROJECT DESCRIPTION
FROM THE BUILDING FOUNDATION A MIN. OF 6"
CONSTRUCTION OF A SINGLE FAMILY RESIDENTIAL LOT INCLUDING
CONSTRUCTION
WITHIN THE FIRST 10' FROM BUILDING FACE.
TER DRAINAGE.
6. ENGINEER SHALL BE NOTIFIED AT LEAST 48
HOURS IN ADVANCE FOR ANY INSPECTION.
FLOOD ZONE,
7. THE PRESENCE OF GROUNDWATER SHOULD BE
BASED UPON MY REVIEW OF THE "FLOOD INSURANCE RATE MAP" OF
ANTICIPATED ON THIS PROJECT. CONTRACTORS
ST: LUCIE COUNTY, UNINCORPORATED AREAS„ FLORIDA, COMMUNITY
BID SHALL INCLUDE CONSIDERATION FOR
PANEL NO. 12111 C0070J, EFFECTIVE DATE 2116/2012, THIS PROPERTY
ADDRESSING THIS ISSUE. WHEN GROUNDWATER
IS LOCATED WITHIN FLOOD ZONE "X', DEFINED AS AREAS.
IS ENCOUNTERED THE.
DETERMINED TO BE OUTSIDE OF THE 0.2%ANNUAL CHANCE
CONTRACTOR SHALL PLAN ACCORDINGLY.
FLOODPLAIN,
8. CONTRACTOR IS RESPONSIBLE TO PROTECT
AND/OR REPLACE ALL SURVEY MONUMENTATION
BY A LICENSED SURVEYOR IN THE STATE OF
FLORIDA.
I ST I
DRAINFIELD
LOT 16
(IMPROVED)
FFE:24.50'
SEPTIC OUT
OF RANGE
GRAPHIC SCALE
0 20
1 inch = 20 ft.
LEGEND
w-� DIRECTION OF FLOW
a 56
X
16.40
IMIN. SETBACK oE61
FRONTSIDES
CNR SIDE
REAR
ZNG
ALL ELEVATIONS IN NAVD 88
EXISTING ELEVATION
PROPOSED ELEVATION
PROPOSED STORM PIPE
'SCANNED
BY
LUCIE COUNTY
--
L
ENSF..
55313
STATE OF
1
-•ss /0NAL E�G i 11
AARON J. BOWLES 3/22/22
FL. P.E. #55313