HomeMy WebLinkAboutCONSTRUCTION PLAN - PAVING-GRADING DRAINAGEVA
44 WMAA
TOWNHOM S
IN
SECTION 27, TOWNSHIP 35 SOUTH, RANGE 40 EAST
ST. LUCIE COUNTY, FLORIDA
PREPARED FOR
OLEANDER PROP RTI S OF FT. PIERCE, c
ti
EDWARDS ROAD
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If � I1 � — r l*is PROJECT L
.�.L ... ,. FARMER M, RKET RD.
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LOCATION MAP N.T.S.
SECTION 27, TOWNSHIP 35 SOUTH, RANGE 40 EAST
FILE NAME: 17-007.002 DETAILS & COVER SHEET.DWG
MON ,
PLANS FOR CONSTRUCTION OF THE FOLLOWING ITEMS:
1, BUILDING NUMBER 1,2 AND 3 AND ASSOCIATED DRIVEWAYS.
2. LANDSCAPING ASSOCIATED WITH BUILDING NUMBER 1,2 AND 3.
3, ASPHALT ROAD.
4. STORM WATER DETENTION AREAS AND SWALES.
5. STORM WATER DRAINAGE PIPING AND INLETS.
6. 2" WATER MAIN AND SERVICES UP TO CURB STOPS,
7. 8" GRAVITY SEWER MAIN AND ALL SERVICES UP TO CLEANOUTS.
8. 2 SANITARY MANHOLES.
CULPEPPER
TIC
AN
PROJECT
VICINITY
& TERPEN I NG
INC
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOUTH 25TH STREET * FORT PIERCE, FLORIDA 34981 * (772) 464-3537
151 S.W. FLAGLER AVE * STUART, FLORIDA 34994 * (772) 220-3376
STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AUTHORIZATION NO. 4286
ALL ELEVATIONS SHOWN
ARE NGVD 1929. TO
CONVERT ANY ELEVATION
TO NAVD 1988 SUBTRACT
1.49'.
INDEX TO SHEETS
SHEET
NO.
DESCRIPTION
1
COVER SHEET
2
HORIZ. CONTROL AND PAVEMENT MARKINGS
3
PAVING, GRADING, DRAINAGE PLAN
4
UTILITY PLAN & PROFILE
5
1 PAVING, & DRAINAGE DETAILS
6-7
UTILITY DETAILS
8
SWPP & CLEARING PLAN
9
SWPP DETAILS
10
SPECIFICATIONS
LEGAL DESCRIPTION
LOTS 3, 4, 5 AND 6, BLOCK 7 OF DIXIELAND SUBDIVISION, AS DELINEATED UPON "AN
UNRECORDED PLAT OF DIXIELAND SUBDIVISION IN THE SOUTHEAST QUARTER OF
SECTION 27, TOWNSHIP 35 SOUTH, RANGE 40 EAST", WHICH IS ATTACHED TO A
DEED OF CONVEYANCE FILED NOVEMBER 15,1949 AND RECORDED IN DEED BOOK
152, PAGES 401-403 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
CONTAINING 0.953 ACRES, MORE OR LESS.Py
APPROVED
Approval Order
Planning & Development
Setvlces
DATE: 1/9/2019
REVISIONS
SHEET NO.
DATE
E M�
J°pt°\0
O•. �\ C E N S .
/,L ����
����
No 7904
JAN 10 2019
RECEIVED
* .W
�p STATE OF :41j
R
at VL4. MORIN, P.E. FL. REIG. NO. 79043
DIXIELAND TOWNHOMES C&T PROJECT NO. 17-007.002 SHEET 1 OF 10
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DIXIELAND DRIVE
(60'
ROVI)
---------------
7 ---------------------------------------------------------------------------------------------------------------------------
AS,
ROW
15' LAB
r16.0 I
80,
114
to
10' LANDSCAPE
BUFFER
W,
I u,u,,r4l,r'uRlFr-FR I FIELD B,K./PG.1
;2/
BUILDING 5
UNIT A
MIN. FFE=22.40
rn bo
CN' BUILDING 5
NUNIT B
MIN. FFE=22.40
CULPEPPER & TERPENING, INC
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOUTH 25th STREET & FORT PIERCE, FLORIDA 34981
151 SW FLAGLER AVENUE - STUART, FLORIDA 34994
PHONE 772-464-3537 * FAX 772-464-9497 * w .ct-eng-com
STATE OF PWRID A CERTIHICA'110\ N. LB 4286
:F
Al2+64,32
EdL= --------------------------------------------------------------------
cl)
cn BUILDING 1
UNITT
NIT A
cu MIN.
FFE=22.
m, MIN. FFE=22.45
F'1,2
33"
BUILDING 1
UNIT B
MIN. FFE=2�*45
I
MIN. FFE=22.45
C?
c)
cl)
t35,67' N
2
Z
8009A 37' 8,00,
8 33' 5 9'
BUILDING 2
UNIT A
FFE=21.95
BUILDING 2
UNIT B
FFE=21.95
�1 3.59'�
BUILDING 3
UNIT A
MIN. FFE=22.45
BUILDING 3
UNIT B
MIN. FFE=22.4!
NOTE:
DIMENSIONS FOR
BUILDING 1
ARE TYPICAL
FOR ALL
REMAINING
BUILDINGS.
PATIO
TYP
-AC PAD
T'(P.
10' LANDSCAPE
BUFFER
-REVISIONS-
BY
DATE
REVISED PLAN SHEET.
UPDATED
DIMENSIONING.
DEM
9/21/18
BY
DATE
DESIGNED
ER
8/21/18
CALCS.
----
----
DRAWN
ER
8/21/18
DETAILED
----
----
CHECKED
DEM
9/21/18
APPROVED
— — — —
I ---- I
GRAPHIC SCALE
20 0 10 20
IN peer I
I inch = 20 ft.
APPROVED
Approval
# I
DIXIELAND TOWNHOMES
PWIWJM & Development
Services
JAN 10 2019
RECEIVED
E
E N g z
NO 79043
TATE
VID E. MO IN, P.E. FL. G.
HORIZONTAL CONTROL AND PAVEMENT
MARKINGS
DATE: 8/21/18
HORIZ. SCALE: 1"
VERT. SCALE: NA
JOB No. 17-0(
SHEET 2 of I
z
Of
0
0
d
0
m
f
d
a0
65
m
0
N
0
0-
DIXIELAND TOWNHOMES SITE DATA
APPLICANT:
PROPERTY OWNER
BRIAN P. BEAN, DIRECTOR
BRIAN P. BEAN, DIRECTOR
OLEANDER PROPERTIES OF FORT PIERCE, LLC
OLEANDER PROPERTIES OF FORT PIERCE, LL(
5900 SILVER OAK DRIVE
5900 SILVER OAK DRIVE
FT. PIERCE, FL 34982
FT. PIERCE, FL 34982
ENGINEER:
SURVEYOR:
DAVID MORIN, P.E.
TOM KIERNAN, P.S.M.
CULPEPPER & TERPENING, INC.
CULPEPPER & TERPENING, INC.
2980 SOUTH 25TH. STREET
2980 SOUTH 25TH. STREET
FORTPIERCE,FL 34981
FORTPIERCE,FL 34981
PHONE: (772) 464-3537
PHONE: (772) 464-3537
ARCHITECT:
ANDERSON SLOCOMBE, AIA
FLORIDA CARIBBEAN ARCHITECTURE, INC.
7 ERWOOD PLACE
BOYNTON BEACH, FL 33426
PHONE: (561) 308 6694
1.)
PROJECT NAME:
DIXIELAND TOWNHOMES
2.)
LOCATION:
310 DIXIELAND DRIVE
FORT PIERCE, FLORIDA 34982
3.)
PROJECT DESCRIPTION
FIVE 2-
4.)
SEC/TOWNSHIP/RANGE:
SECTION 27 /TOWNSHIP 35S / RANGE 40E
5.)
PARCEL ID NUMBER:
2427-801-0087-000/9
6)
SITE AREA:
TOTAL SITE AREA
0.95 ACRES 41,382 SF
7.)
ZONING:
RM-11
8.)
LAND USE:
MULTI -FAMILY RESIDENTIAL
9.)
DENSITY:
ALLOWABLE:
11 UNITS PER ACRE = 10.45 UNITS
ACTUAL:
10 UNITS
10.)
FLOOD ZONE:
ZONE X
Map Number 12111C0189J
11.)
REQUIRED SETBACKS:
REQUIRED MINIMUM
FRONT
25 FEET
REAR
15 FEET
SIDE
10 FEET
LANDSCAPE BUFFER
10 FEET
12.)
BUILDING HEIGHT:
ACTUAL
22'-6"
MAX. ALLOWED
35'
13.)
SITE COVERAGE
DESCRIPTION
ACREAGE SQ. FT PERCENT OF SITE
GROSS SITE AREA
0.95 41,382 100.000/1,
BUILDING COVERAGE
0.22 9.485 22.92%
MAX. ALLOWABLE COVERAGE
0.38 16,553 40.00%
14.)
UTILITYSERVICE:
WATER SERVICE:
FPUA WASTEWATER SERVICE:
ELECTRIC SERVICE:
FPUA
15.)
ROAD FRONTAGE:
ACTUAL:
176.88 FEET
MINIMUM PER CODE:
60 FEET
16.)
LOT WIDTH:
ACTUAL:
176.88 FEET
MINIMUM PER CODE:
100 FEET
THE S TORM WA TER MA NA GEMEN T
SYSTEM FOR DIXIELAND TOWN HOMES
SHALL BE OWNED AND MAINTAINED BY
IS
THE PROPERTY OWNER. THE SYSTEM
A DRY DETENTION SYSTEM USING A
3-INCH ORIFICE TO CONTROL THE
DISCHARGE FROM THE SITE.
FPUA
NOTES:
1) ALL ELEVATIONS AND BENCHMARKS SHOWN •
HEREON ARE RELATIVE TO THE NATIONAL GEODETIC
VERTICAL DATUM (N.G.V.D.) OF 1929.
2) SURVEY DATA PROVIDED BY CULPEPPER &
TERPENING, INC., DATED JANUARY 19, 2017.
Know what's below.
Call before you dia.
4-;
OHT
ROW_ _ - - - -
H� - - r- c4 X O iU , QkiU _ 7, c�� Vq
-
pHD OHU,.IU -�3 OHUbI
HD. _ _ X., _. _ v, � X�q, �X � � X'�x���5 X,oa�X'��° 1�� X X X X � X n 16��
a'. �� }o k h�� ��} STA12+64.32X��� �F1 bX1--------------------x
_.
----- '----- ---------
----------------------------
= � _--- ii-
X'\ T MATCH EXISTING s2. 14' 41 30•w
(ILL` 1 I 254.313'
_ - o.- r -+ �� ter-/\ I)
20- N �IMATCH EXISTING X1 D
DIX I E A N D DRIVE (6 0' R 0 W) 2k 1 c� -------------------�� ---------
---------- -- ------ 4 ------------------------------------------
--------------
----- ------------- - hb,l_L RI-1 STOP SIGN `b.
MES 6 " & 24" STOP,
.....GA S,
2424 AN -1j9 X1`b'
F �2,roFlzxle• - c r' 4 8 v/�i, _ ✓� v ^ --> -
CONNECT TO ERCPo o.az16 - - -�-
R 0 W', MES 5 '176.879'
EXISTING SWALE a.
-`` EXISTING 16 OAK TREE \S 36 ,_s118.60"W
�- (TO BE PRESERVED) ID°0L 77 LAN DSC E: i� l Ice iae � me +^a X -J '\
�,�.. OS-1 IC BUFFCR 9.40 `.
r cr -
EXISTING 16" OAK TREE
(TO BE PRESERVED) r 1 -- S -DRP - -
ALL ELEVATIONS SHOWN
v
SWALE 2
ARE N GVD 1929. TO EXI (NG i6" OAK TREj i I f i Q yam -
TO BE PRESERVED CONST. 22 LF OF 15"
DDP 1 c ST z21 (>P;J �` IecP o 0.0ox
CONVERT ANY ELEVATION - S-2 RCPo a'o �- X��
o XA,
10' LANDSC E N 20.83
TO NAVD 1988 SUBTRACT BUFFER ; BUILDING 1
E a A x ! UNIT'A
___(_T���BE, PRESERVED) ;3rs'"- 1
1 . 49 �.' �� � n 19.10 21.03 : i1s'�- ' HP MIN. FFE=22 451� , fl. �i
INSTALL TREE BARRICADE
�� tii.1Tr1P. FOR PRESERVATION L'
,
77.
i
I BUILDIN& 5
UNI3'A1
1,
MIN. IF FE40
.,�I .
D
h M^
D
I.
tM\7
I
BUILDING 5'
SWALE 1
UNIT B r2L
Q
�j
MIN. FFE 2,40
zo.ss
IJa
in
X �
TREE PRESEERVATION
14" PALM
10" OAK
12" OAK
14" PALM
BARRICADE PER DETAIL
LEGEND
L --
EXISTING PAVEMENT
EXIST.
WATER MAIN
Now
PROPOSED ASPHALT PAVEMENT
`
EXIST.
2" WATER SERVICE
PROPERTY LINE
-
PROP.
SANITARY/WATER SERVICE
-TB
PROPOSED TOP OF BANK
SHEET
FLOW
PROPOSED POND BOTTOM
PROP.
DRAINAGE
-PROPOSED
SWALE BOTTOM
SWALE 5
EXIST.
OAK TREE
20.00
PROPOSED ELEVATIONS
}
n
EXIST.
PALM TREE
E) IST. ELEVATIONS
r7 f} jwr'
DDP
DRY DETENTION POND
- -
LANDSCAPE BUFFER
SINGLE SANITARY CONNECTION
♦�
SINGLE
WATER CONNECTION
DOUBLE SANITARY CONNECTION
DOUBLE
WATER CONNECTION
I FI F RFF I FIELD BK./PG.
CULPEPPER & TERPENING, INC
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
151 SW FLAGLER AVENUE • STUART, FLORIDA 34994
PHONE 772-464-3537 • FAX 772-464-9497 e w .ct-eag.com
STATL ON' FLORIllA CN1tTlY ICATION N,. 1134286
II DDP 5
FIRE TR K
TURNARO D
CONST. 29-21,
2 GUEST
PARKING 20.93 t
D SPACES
2L44
I I L%m BUILDING,4 zlso
UNIT A
RI MIN. FFE=22.45
BUILDING 4
UNIT B
JI MIN. FFE=22.45
�� 2L8Q 20 flQ
-mil t L
IM
JI\\ SWALE 4
INSTALL TREE J
BARRICADE
I e
BUILDING 1 I� I N
UNIT B N
_.,_. MIN. FIFE II � . M
"I:
i � aoi
20.67 ;-
B)A6ING 2
UNIT A
FFE=21.95;
`BUILDING
UNIT B I�
?, FFE=21.95
20.00
mr
FIRE TRUCK
TURNAROUND BUILDING 3 II
UNIT A
MIN. FFE=22.45
r@izITi
I I
t pq1'6 BUILDING 3 I
N �,. UNIT B:'
MIN. FFE=22.4 I�
m
OBUFFER IL
)``0 177.804 SWALE 3
�STA. 0+00.00
EXISTING 12" PALM TREE
(TO BE PRESERVED)
X: A
PAVING. GRADING. & DRAINAGE PLAN
-
REVISIONS - BY DATE
REVISED FOR ST. LUCIE COUNTY REVIEW DEM 01/08/19
BY
DATE
DESIGNED
ER
8/21/18
CALCS.
----
----
DRAWN
ER
8/21/18
DETAILED
----
----
CHECKED
I DEM
9/21/18
APPROVED
I ----
----
1
X1\bg X1g1
PATIO
TYR.
X,gO
I AC FjAD rd a
X. 0
� 10' LANDSCAPE X°l
BUFFER
1
X,\b
X'I
GRAPHIC SCALE
20 0 10 20
( a1 MT)
1 inch = 20 it.
DRAINAGE STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE DETAILS
CS-1
Cylindrical Structure
RIM 19.00
Slab Top Circular
N INV = 17.45
Frame
SD-1
RIM = 20.35
TYPE 'C' INLET
W INV = 18.25
SD-2
RIM = 20.68
TYPE 'C' INLET
W INV = 17.00
E INV =17.00
DRAINAGE STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE DETAILS
MES-1
MITERED END SECTION
E INV = 18.00
MES-2
E INV = 17.00
MITERED END SECTION
MES-3
MITERED END SECTION
W INV = 17.00
MES-4
E INV = 17.40
MITERED END SECTION
MES-5
W INV = 17.40
MITERED END SECTION
MES 6
S INV - 17.40
MITERED END SECTION
APPROVED
Approval Order n I Ro, ; -C;;j )C(
DIXIELAND TOWNHOMES
PMrmkV & Development
services
JAN 10 2019
RECEIVED
\D .........
EM09j rrrr
ate, O'•��C ENS*-.. rrri
No 79043
STATE OF r�
O • .`
Al
A
DAVID E. MOR
PAVING, GRADING & DRAINAGE PLAN
79043
DATE: 8/21/18
HORIZ. SCALE: 1"=20'
VERT. SCALE: N/A
JOB No. 17-007
SHEET 3 of 10
z
Of
0
0
0
0
c
m
a
m
of
m
0
m
0
a
CONST.
ROW (1) 6"X2" TS&V _
- TOP EL. = 14.80 - -
- - - - - - - -�- p OHU OHU
OHU OHU OHU OHU OHU �f}� OHU OHU OHU OHU OHU
OPEN CUT & PATCH BSP #1
INSTALL 2" DR-9 HDPE SEE FPUA DETAIL W-6EXISTING 6" PVC WATER EXISTING 6" FIRE
WATER MAIN MAIN HYDRANT
IN 3' SCHEDULE
STA12+64,32 6" GATE VALVE
- �FF(10t1'-------------------------------------------------BENCH-------------
-'-------------------------------�0 PVC-�VtSIN6-------- - --------- - BENCHMARK
(5' BEYOND PAVEMENT ON - - - SANITARY MANHOLE RIM
EACH SIDE) %j % � ELEV. 18.87 NGVD
11711-+
PROFILE GRADE
DIXIELAND DRIVE (603 ROW) EXISTING 8" PVC C-6 .r LINE
w
SANITARY SEWER / -----------------------------------------
L------------------------------------------ -------------------------------------
I
ROW C-4 176.879'
C-5 I S89' 36' 48.60"W
ANDS E L __ EXISTING SANITARY
LANDS MANHOLE
RIM EL=18.87
ALL ELEVATIONS SHOWN - - - -c -/ W. INV=13.29
ARE NGVD 1929. TO I
CONST. 6"
CONVERT ANY ELEVATION C-- o SAN. CLEANOUT (TYP.)
TO NAVD 1988 SUBTRACT 10' LANDSCAPE I N-I I cP.D.S.)
BUFFER CONST. 2" DR-9 POLYETHYLENE I
i WATER MAIN WITH 3' SCHEDULE BUILDING 1
s' UE UNIT A
1.49. 40 PVC CASING UNDER ALL
DRIVEWAYS MIN. FFE=22.45
(36" OF COVER) DS To ;
DS MH
j I I W.
INVERT EL
_ = 17.99 BUILDING 1 I N
UNIT B rn
BUILDING 5 INVERT i I, CN
MIN. FFE=22.45
UNIT A N
3 MIN. FFE=22.40 I 04
z
- 9T TD
t0 I DS MH..
N N I BUILDING 5 I PATIO
UNIT B " ro rrP.
N (h
N I MIN. FFE=22.40
INVERT EL AC PAD
N = 17.55 BUILDING 2 I TrP.
z I UNIT A
C-1 FFE=21.95
133' TO
UTILITY CROSSINGS
DS MH .: I
" 6 _. 70' LANDSCAPE
CLEARANCE
BOTTOM OF PIPE
TOP OF PIPE
FINISH GRADE
PIPE COVER
CROSSING ID
TYPE
(INCHES)
(ELEV.)
(TYPE)
(ELEV)
(TYPE)
(ELEV)
(INCHES)
18" X 12" RCP STORM OVER 2"
18.00
18.08
18" X 12" RCP
16.58'
2" POLYETHYLENE
20.13'
6.60"
CROSSING 1
POLYETHYLENE WATER MAIN
STORM
WATER MAIN
CROSSING 2
15" RCP STORM OVER 2"
18.00"
17.24'
15" RCP STORM
15.74'
2 POLYETHYLENE
20.10'
18.84"
POLYETHYLENE WATER MAIN
WATER MAIN
CROSSING 3
15" RCP STORM OVER 8"
30.00"
16.91'
15" RCP STORM
14.41'
8" PVC SANITARY
20.75'
23.64"
SANITARTY PVC
SERVICE
23" X 14" RCP STORM OVER 8"
35.40"
17.17'
23" X 14" RCP
14 22'
8" PVC SANITARY
20.15'
17.76"
CROSSING 4
SANITARY PVC
STORM
SERVICE
CROSSINGS
23" X 14" RCP STORM OVER 2"
18.00"
17.17'
23" X 14" RCP
15.67'
2" POLYETHYLENE
20.20'
18.36"
POLYETHYLENE WATER MAIN
STORM
WATER MAIN
2"
EXISTING 8" PVC
CROSSING 6
2" POLYETHYLENE WATER
29.16"
16.00'
POLYETHYLENE
13.57'
SANITARY
20.00'
45.48"
MAIN OVER 8" SANITARY PVC
WATER MAIN
SERVICE
NOTE: ALL LOCATIONS AND DEPTHS OF UTILITIES ARE APPROXIMATE AND ARE TO BE FIELD LOCATED AND VERIFIED BY CONTRACTOR.
28
24
20
16
SS-02
STA: 0+27.45, 7.85 R
CONST. SAN. MH
RIM EL. 20.85
N INV. 15.00
12
NOTES:
•
1) ALL ELEVATIONS AND BENCHMARKS SHOWN •
HEREON ARE RELATIVE TO THE NATIONAL GEODETIC e
VERTICAL DATUM (N.G.V.D.) OF 1929.
2) SURVEY DATA PROVIDED BY CULPEPPER &
TERPENING, INC., DATED JANUARY 19, 2017.
Know what's below.
Call before you dia.
0+00
FI ELD
15.00
I
L I
I
BUILDING 4 I;
UNIT A
MIN. FFE=22.45E
I
I BUILDING 4 � �
I UNIT B '
MIN. FFE=22.45
CONST. WATER
SERVICE (TYP)�--+
BSP#2
CONST. BLOW -OFF
-77
ASSEMBLY
1 +00
BUFFER
BUILDING 2
ya
m
UNIT B
I>
FFE=21.95
'
CONST.
SINGLE
WATER
SERVICE
I
(TYP.)
BUILDING 3
I
UNIT A
INVERT EL
MIN. FFE=22.45 I,
= 17.99
201' TO
206' TO
DS MH
I
INVERT EL
=
17.99 I.
BUILDING 3
UNIT B
10' LANDSCAPE
BUFFER
UTILTY PLAN
UTILTY PROFILE
scu.e: H: 1"-20'
V1•-4'
CONST. 219 LF OF 8"
SDR-26 PVC SAN. 0 0.69X
CULPEPPER & TERPENING, INC
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
151 SW FLAGLER AVENUE • STU ART, FLORIDA 34994
PHONE 772-464-3537 • FAX 772-464-9497 • w .ct-eng.com
Sl :9T' Of H ORI D % CEItTIHCA I l O,A ]a-1114'86
MIN. FFE=22.4
I
89' 36' 48,60" E
177.804'
PROFILE
UNE
GRADE CONST. 15" RCP
STA. 2+08.77
BOTTOM OF PIPE EL.16.81
CONST. 14"X23" RCP
STA. 2+40.07
DM OF PIPE EL.17.07
INV. 1
2+00
STA: 2+46.30, 7.86 R
CONST. SAN. MH
RIM EL. 19.60
S INV. 13.50
W INV. 12.80
C IAIV 19 on
-
REVISIONS - BY DATE
REVISED FOR ST. LUCIE COUNTY REVIEW DEM Ot 08 19
2+80
2+80
BY
DATE
DESIGNED
ER
8/21/18
CALCS.
----
----
DRAWN
ER
8/21/18
DETAILED
----
----
CHECKED
DEM
9/21/18
APPROVED
I ----
----
GRAPHIC SCALE
20 0 10 20
(vise)
1 inch = m &
R
LEGEND
PROPOSED CONCRETE
-- - EXISTING PAVEMENT
NEW PAVEMENT
PROPERTY UNE
-- - PROPOSED TOP OF BANK
'PROPOSED POND BOTTOM
PROPOSED SWALE BOTTOM
EXIST. ELEVATIONS
• 6" SANITARY CLEANOUT
m SINGLE WATER CONNECTION
DOUBLE SANITARY CONNECTION
SANITARY STRUCTURE TABLE
STRUCTURE NAME
STRUCTURE DETAILS
STA 2+46.30, 7.86 R
SS-01
RIM = 19.60
48" SANITARY
S INV = 13.50
MANHOLE
W INV = 12.80
E INV = 12.90
SS-02
STA 0+27.45. 7.85 R
48" SANITARY
RIM = 20.85
MANHOLE
N INV = 15.00
---cis--- EXIST. GAS LINE
EXIST. WATER MAIN
EXIST. SANITARY SEWER
PROP. SANITARY
PROP. WATER SERVICE
PROP. DRAINAGE
r EXIST. OAK TREE
EXIST. PALM TREE
I�?
APPROVED
Approval Order
DIXIELAND TOWNHOMES
l"MmAn d Development
Ser&e6
JAN 10 2019
RECEIVED
0*0tPSeqP"w+'i
ZI
No 79043
sue:
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)AVID E. MORIN, P.E. FL. RE .
UTILITY PLAN & PROFILE
79043
DATE: 8/21/18
HORIZ. SCALE:1" = 20'
VERT. SCALE: 1" = 4'
JOB No. 17-007
SHEET 4 of 10
DIMENSIONS & QUANTITIES
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MITERED END SECTION
SECTION A -A
N.T.S.
SECTION D-D
N.T.S.
NOTES:
1) ALL ELEVATIONS AND BENCHMARKS SHOWN
HEREON ARE RELATIVE TO THE NATIONAL GEODETIC
VERTICAL DATUM (N.G.V.D.) OF 1929.
2) SURVEY DATA PROVIDED BY CULPEPPER &
TERPENING, INC., DATED JANUARY 19, 2017.
FINISHED FLOOR
A.
1.0
FOUNDATION -
PER
ARCH PLANS
---------------
EXISTING
GRADE
•
•
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SECTION
HORIZONTAL WALL REINFORCING
SCHEDULES (TABLE 1)
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e' To 1z' 1
EDGE OF PAVEMENT � r
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STOP SIGN & STOP BAR DETAIL
N.T.S.
(4: 1 SLOPE MAX.)
SANITARY SEWER
1-1/2" TYPE SP 9.5 ASPHALTIC CONCRETE
6" LIMEROCK OR COQUINA BASE (LBR 100)
COMPACTED TO 98% OF MAX. DENSITY PER
ASTM D-1557 OR A.A.S.H.T.O. T-180
L12" STABILIZED SUBGRADE (LBR 40) COMPACTED TO 98% OF
MAX. DENSITY PER ASTM D-1557 OR A.A.S.H.T.O. T-180
N.T.S.
TYPICAL PAVEMENT SECTION
CULPEPPER & TERPENING, INC
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOUTH 25th STREET . FORT PIERCE, FLORIDA 34981
151 SW FLAGLER AVENUE . STUART, FLORIDA 34994
PHONE 772-464-3537. FAX 772-464-9497 . w .ct-eng.com
S'I'A'l tH OF FLORIDA CERTIFICATION vo, LB 4286
6x6x10 WIRE WELDED
MESH OR FIBERMESH.
)A_
31
DIXIELAND DRIVE U-
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7' —I 18,
MATCH EXIST
4" CONCRETE PAVEMENT
CLASS I — 4000 PSI
12" STABILIZED SUBGRADE
LBR-40. COMPACT TO 95%
MAXIMUM DENSITY.
CONCRETE PARKING/DRIVEWAY PAVEMENT SECTION
N.T.S.
NOTE INSTALL j" EXPANSION JOINTS ALONG ALL BUILDING, CURB,
GUTTER, AND INLET STRUCTURE FACES, AND CHANGES IN
PAVEMENT MATERIAL.
INSTALL CONTRACTION/CONTROL JOINTS AT A MAXIMUM OF 12' ON
CENTER EACH WAY. JOINTS SHALL BE CUT TO A DEPTH OF 1-112".
CONTRACTION/CONTROL JOINTS SHALL ALIGN WITH CURB JOINTS.
1 FINISHED FLOOR
21.9
19.1 &'3 FOUNDATION
20.0 LPER
.
ARCH._ PLANS
------- 17.5-------- -- -
- �EX. GRADE
PROPOSED
GRADE
SECTION C-C
N.T.S.
4" Co SLAB 12"xi
TOP ELEV. 17.50' 2'
A A
_ J
3"0 BLEEDER
INV. 17.50'
�-- B
PLAN VIEW
TYPE "C" INLET
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R
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BOTTOM ELEV.= 17.50' ERCP ELEV.
SEED & MULCH 17.50'
rl 1
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TOP ELEV. 17.50'
SECTION A —A
—REVISIONS — BY DATE
1010g1A29BiF1 _N
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SECTION B—B
CONTROL STRUCTURE CS-1 DETAIL
N TS
BY
DATE
DESIGNED
ER
----
CALCS.
----
----
DRAWN
ER
8/21/18
DETAILED
----
----
CHECKED
DEM
9/21/18
APPROVED
I----
----
Plarmirtg & Development
APPROVED services
.,pprovol Order ^ JAN 10 2019
RECEIVED
3"0 BLEEDER
INV. 17.50'`� ��FFFFTFtr�� '
\D E MO '*�
4P.GENSF /�,'
��0,A.
No 79043
= 9 STATE OF ' ¢�
:o� cL p P. ' ��4.`
DAVID E. MORIN, P.E. FL. REG. NO. 79043
DATE:8/21/18
DIXIELAND TOWNHOMES HORIZ. SCALE: N/A
VERT. SCALE: N/A
PAVING & DRAINAGE DETAILS
JOB No. 117-007
SHEET 5 of 10
FlNISHED MAXIMUM TRENCH WIDTH
ORAOE 2 x PIPE DEPTH + W
W PEACE AND PER SPECIF7CATM 0 2
3�
W
PIPEit
MAX. WIDTH IN. 2� Z50
j MAX MAX
INVERT --I-
1/2 PIPE "00.
HAND PLACED LOWER QUADRANT TO BE
SELECT MATERIAL SHAPED TO RECEIVE PIPE
BELL AND BARREL
NOTES.•
1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH
SAFETY ACT.
2) INITIAL BACKFILL SHALL BE HAND PLACED TO 12- ABOVE THE PIPE BACKFlLL
SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF f 00% OF MAX. DENSITY AS
DETERMINED BY AASHTO METHOD T-99.
TYPICAL TRENCH DETAIL
N.T.S.
IF TYPICAL TRENCH DETAILS M-1
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BRANCH SPLICE AT ALL TEES
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HALF HITCH AT ALL SERVICE TAPS
& EACH ENO OF ALL RMNGS
YF-11
NOTES:
1) TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY UTILITIES ENGINEER
AND SHOWN IN STANDARD DETAILS.
2) INCLUDE ALL COST OF AURA. & LABOR IN PRICE OF PIPE.
3) CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE.
TRACE WIRf
(N.TS.)
BACKFILLING R O IIR M NTS
N.T.S.
NOTES:
1) W CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED.
2) BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE.
BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL
SUPPORT UNDER THE PIPE.
3) MUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINCLINE OF ME PIPE.
WTERX SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE
ADEQUATE SIDE SUPPORT.
4) INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12- ABOVE THE TOP OF
PIPE THE SOIL SHALL BE COMPACTED TO f00% MAX. OENSITY(A4SHT0 T-99)
5) BACKFAL SHALL BE COMPACTED TO 100% OF MAX. DENSITY AS PER AASHTO 7-99,
TO A POINT 30" BELOW PROPOSED PROFILE CR40E OR EXISTING GRADE. THE FINAL
30' OF SACKFUL. SHALL BE COMPACTED TO 98% OF MAX. DENSITY AS PER AASHTO
T-1BO.
6) DENSITY TEST SHALL BE PERFORMED AT AREAS DETERMINED BY THE UTILITIES
ENGINEER OR PERMIT AGENCY HAVING JURISDICTION, AT THE CONTRACTORS EXPENSE.
7) CONTRACTOR TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL TRENCH SAFELY
REGULATIONS.
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WATER&WASTEWATER PAVEMENT RESTORATION
C MINTRUCTM STANDARDS
.TUTU G15
PAVEMENT RESTORATION
(COUFFrY)
N OTES:
1) ALL ELEVATIONS AND BENCHMARKS SHOWN •
HEREON ARE RELATIVE TO THE NATIONAL GEODETIC
VERTICAL DATUM (N.G.V.D.) OF 1929.
2) SURVEY DATA PROVIDED BY CULPEPPER &
TERPENING, INC., DATED JANUARY 19, 2017.
Know what's below.
Call before you dig.
W
ICa
FT. PIERCE UTILITIES AUTHORITY
FIELD BK./PG.
NQ1E�:
1) THE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING THE REQUIRED
LENGTH TO BE RESTRAINED BASED UPON THE PROJECT AREA SOIL TYPE
PROPOSED TRENCH CONDITIONS AND DEPTH PRESSURE GF 150 PSI, AND A
SAFETY FACTOR OF TWO (2). A DRAWING OF EVERY TYPICAL FITTING
ASSEMBLY WITHIN THE PROJECT SHALL BE SUBMITTED WHICH REFLECTS
THE RESTRAINT DETAIL PROPOSED FOR USE. INCLUDING LENGTH OF PIPE
RESTRAINT.
2) REQUIRED RESTRAINED LENGTH CALCULATIONS SHALL ALSO CONSIDER
THE CONDITIONS OF OTHER BENDS OR FITTINGS THAT WILL BE LOCATED
WITHIN THE CALCULATED RESTRAINED LENGTH (L) OF THE BEND OR FMNG
IN QUESTION.
3) EVERY JOINT OR FITTING MUST BE RESTRAINED ON BOTH SIDES OF THE
BEND AND FOR TEES ALONG THE BEND ALSO.
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DATE: I R54STN
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WATER /ASTEWATER ENGINEERING
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DRAWN BY.
JAW
SCALE.'
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PPRDVID:
JLC
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I OF 1
CULPEPPER & TERPENING, INC
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOUTH 25th STREET . FORT PIERCE, FLORIDA 34981
151 SIN FLAGLER AVENUE . STUART, FLORIDA 34994
PHONE 772-464-3537 . FAX 772-464-9497 . w xt-eng.Gom
S aTe O) rl O R DD 1 0-RTI1*IciT10] No, I B i286
1 D'-D"
IT
DUCTILE IRON PIPE
SEE BELOW AS NECESSARY
0
0
I
a
NOTE.
PLEASE REFER TO FORT PIERCE UTTLTLES STANDARD SEPARATION STATEMENT FOR
WAR / SEWER CONFLICTS.
UTILITY CROSSING DETAIL
N.T.S.
P UTILITY CROSSING DETAIL M-5
tH p ! _WAiER/WASicWAiER ENGINEEWNG
n,
Fr. PIERCE unl.mEs AUTHORITY`
Axt rs.
A APpFTeO: oA2: sHm
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GENERAL POLICY
MERE COST JUSTIFIED AND OPERATIONALLY FEASIBLE IT IS THE GENERAL POLICY OF
THE F.P.U.A TO PROVIDE WATER. ELECTRIC, SEWER AND GAS SERVICE FROM THE STREET
SIDE OF A PIECE OF PROPERTY. DEPENDINC ON FACTORS SUCH AS LOCATION OF
EXISNNG SUPPLY SOURCE FACILITIES, REAR OR SIDE LOT LINE SUPPLY AIRY BE
AUTHORIZED. BUT ONLY WITH PRIOR APPROVAL FROM THE FP.UA
- _ _ _ _ _ - _ _ _ - _ _ _ ®
A' 11.. THE PREFERRED POINT OF CONNECTION TO THE FAUA. WAR METER,
AREA Q SHALL BE LOCATED IN THE CORNER OF THE PROPERTY
SELECTED BY THE FP.UA. AS THE BEST LOCATION FOR THE WATER
METER. EVERY EFFORT WILL BE MADE TO SELECT THE CORNER WHERE TWO
WATER SERVICES AND METERS CAN BE CONNECTED.
2. IF PHYSICAL BARRIERS OR OTHER OBSTACLES PREVENT ME CONNECTION
OF ME BUILDING SERVICE LINE TO THE FAUA. WAR SERVICE, WITHIN
AREA Q , ME F.P.U.A ENGINEERING DEPARTMENT MAY AUTHORIZE THE
CONNECTION ALONG THE PORTION OF ME R/W LINE MARKED AREA ® ,
OR ALONG THE PROPERTY LINES MARKED AREA ®.
J. HORIZONTAL SEPARATION OF WATER AND WASTEWATER SERVICES SHOULD
BE A MINIMUM OF 6 FEET AND PREFERABLY 10 FEET.
4. ALL METERS SHALL BE INSTALLED /N AN UNRESTRICTED AREA FOLLOWING
EASE OF ACCESS AND PROVIDING ADEQUATE PROTECDON.
5. THE F.P. UA SHALL BE RESPONSIBLE FOR ME MAINTENANCE AND REPAIR
OF ME WAR LATERAL WITHIN THE EASEMENT OR RIGHT-OF-WAY, UP TO
THE POINT OF CONNECTION.
WATER METER PLACEMENT
(ICES.)
2 1/2' P.Oc. WH, W G W/ J/4' \
�- r pUILEf OR /YPR%£0 FOWL
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AFlLA 1EST)NG REMOW I' P.F. TINE ANO W WIIN BRMS
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jj DACIEMOLOGICAL54MPLINC PONIT W-6
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INSTALL R.P.M. BESIDE 5 1/4' WEIGHTED VALVE
BOX LID & O EO.P.
LETTERING 'WATER' OR 'SEWER' ON COVER
T(LER/UNION PART
GONG. PAD 24' SQUARE
J12T-147510
x 4' THICK IN UNPAVED
AREAS W/REINFORCED
FINISHED GRADE
CONCRETE MESH
N
VALVE OPERATOR SHALL
ADJUSTABLE
�.-- BE NO LONGER THAN
VA RISER
24' EXTENSION
NECESSARY)
(IFTHHN
MAGNETIC WIRE
GATE VALVE
GINGHAM & TAYLOR
INSTALL R.P.M. 6' PAST
5 j' HEAVY DUTY
ME VALVE BOX WITH
VALVE 110 W/4'
THE TRAFFIC FLOW
MECHANICAL JOINT SKIRT
4905-1.4
- RESTRAINTS (TYP.)
MER/UNION PART
1127-147510
SEE NOTE J2
TRACE WIRE-
-
1/2- PVC
CONDUIT
• II
ll
1I " II
f l' II
No , 'I[
1. BLUE REFLECTNE PAVEMENT MARKER (RPM) FOR WAR
VALVES AND GREEN RPM FOR WASTEWATER VALVES
PAVEMENT WOE.
INSTALL R.P,M. ON THE
2. FOR WATER AND WASTEWATER VALVES INSTALLED IN PAYED
PAD OF 5 Yi WEIGHTED
AREAS. ELIMINATE CONCRETE PAD AND ENGAGE THE MAGNENC
VALVE BOX LID & O
WIRE IN 1/2- PVC INSIDE THE VALVE BOX SEVEN INCHES
EO.P.
BELOW GRADE.
VALVE AU?KER INFO:
3. DIP MAY BE USED AS RISERS ONLY IF A VALVE BOX IS NOT
SIZE
TYPE OF VALVE
MANUFACTURED FOR THAT DEPTH. NO PVC RISERS
UTILITY TYPE
SHALL BE USED IN ANY CIRCUMSTANCES.
g OF TURNS
TYPICAL GATE VALVE & VALVE
BOX DETAIL
N.T.S.
iGNETIC WIRE AFFIXED BY
:NTIFICATION TAPE
P.)
POLYETHYLENE
TUBING SERVICE
EXISTING
WAR MAIN
CORPORATION
STOP
"--THHN WIRE
STAINLESS STEEL
DOUBLE STRAP
SERVICE SADDLE
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AND METER LOCATION BY CONTRACTOR
FlNISHED GRADE
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U
OR 2^
POLYETHYLENE
TUBING SERVICE LOCKABLE METER VALVE
CST110LESSORPORAION STOP (NOTE 5) (CURB STOP
FORD PART f 341-XXX
THHN WIRE WITH ONE SHOT LOCK
(STERLING SECURITY Sr.. STEEL DOUBLE JR-05)
STRAP SERVICE SADDLE
NOTES: WITH I.P. THREAD
1, BLUE 10 GAUGE THHN WIRE SHALL BE ATTACHED TO THE SERVICE LINE.
2. WHERE SERVICES UNDER PAVEMENT ARE REQUIRED. THE POLYETHYLENE TUBING SHALL BE
INSTALLED WITHIN SCHEDULE 40 PVC GAGING PIPE.
J. 1' & 3/4- METER SIZES SHALL REQUIRE A LOCKABLE METER VALVE. (CURB STOP)
4. MINIMUM COVER IN UNPAVED AREAS SHALL BE 30",, IN PAVED AREAS OR PLANNED ROADWAYS OR
SWALES MIN. COVER SHALL BE 36"..
5. FOR 2' COMMERCML SERVICE INSTALLATIONS, FPVA WILL INSTALL ABOVE GROUND METER PER
DETAIL W-5.
TYPICAL SINGLE WATER SERVICE CONNECTION
(N.TS.)
BY
DATE
DESIGNED
ER
8/21/18
CALCS.
----
----
DRAWN
ER
8/21/18
DETAILED
----
----
CHECKED
I DEM
9/21/18
APPROVED
I ----
----
24-
30' --I
SAGM4
TRAFFIC TYPE
METER BOX AIR-391
(24 1/41x 13 5/8 )
W SEE N FOR EASEMENT
BLUE R.P.M. -It M R LOCATION
WIRE NUT
4-
2. SO,
BENDS
FlNISHED GRADE
2' LOCKABLE CURB STOP
POLYETHYLENE TUBING
2
h
SECTION `W TAP CAP
NOTE.'
I. CAP SHALL BE RESTRAINED PER MANUFACTURER'S RECOMMENDARONS AND
FP.UA. REOUIREMENS.
2. BLUE RPM FOR BLOWOFF ASSEMBLY
J. CONCRETE SLAB TO BE 3000 PSI WITH 6" X 6' WIRE MESH.
MANUAL BLOWOFF ASSEMBLY
(N.TS.)
Planning & Development
APPROVED services
Approval Order JAN1 0 2019
iz1__��� ya9
RECEIVED
`Omttn1m1111
J\0 E. MOR
` No 79043
9° STATE OF :1�J
DIXIELAND TOWNHOMES
UTILITY DETAILS
DAVID E. MORIN, P.E. FL. REG.'NO.'79043
DATE: 8/21/18
HORIZ. SCALE: NA
VERT. SCALE: NA
JOB No. 17-007
SHEET 6 of 10
FORT PIERCE TI ITEES AUTHORITY
WATER DISTRIBUTION NOTES
1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD
SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY.
2. WATER MAINS WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA -900 OR C-905,
PRESSURE CLASS 150. DR (18). WATER MAINS WHERE SPECIFIED AS POLYETHYLENE (PE)jSHALL CONFORM TO
AWWA C-901 OR C-906, STANDARD CODE DESIGNATION PE3408, PIPE QLABS 200, DIM SIGN RATIO (OR) 17
FOR DIRECT BURY, (DR) 11 FOR DIRECTIONAL BORING, AND (DR) 9 FOR 2 INCH AND SMALLER PIPELINES.
3, WATER
WN, PRESSURE SPECIFIED
A (MINIMUM). DL PIPE . SH4LL CONFORM TO MI;11AWWA Ci51/A21.51
AND SMALL
4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR WITH BLUE STRIPES.
THE USE OF IDENTIFICATION WE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU OF MARKING
ON THE PIPE ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENPFCATION TAPE
AND THHN WIRE.
CEMENT LINED
-I1 A21.f0 CLASS 250 IN. E
THING TO ANSI AWWA C 0 M
BE DUCTILE IRON CONFOR / 5. FITTINGS SHALL /
AND FACTORY COATED
6. GATE VALVES SHALL BE MUELLER RESILIENT SEAT, KENNDY KEN -SEAL, AMERICAN OR APPROVED
EQUAL. VALVES SHALL CONFORM TO AWWA C-509.
7. WATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND
CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY
FPUA ENGINEERING AND THE CITY, COUNTY, FOOT. IN CASES WHERE PAVED AREAS
FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES THE COMPACTION REQUIREM IS SHALL NOT BE
LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY.
8 o ENGINEER AND CITYEWA77ONS FROM
ENG
FELD CHANCES OR INEER.
SIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE
F
9. THE CONTRACTOR SHALL NOTIFY FRIA ENGINEERING AND CITY/COUNTY/FDOT ENGINEERING 48 HOURS PRIOR TO
COMMENCING CONSTRUCTION.
10. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, FPUA CITY/
COUNTY/FDOT ENGINEER SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION.
11, TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF
OF TRANSPORTATION STANDARDS AND APPROVED BY THE CRY ENGINEER.
12. MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTILITIES ENGINEER AND CITY/
COUNTY/FOOT ENGINEER. PIPES WITH COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON
OR IN PVC CASING.
13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERN17 AGENCY
REOUREMENTS.
to EXISTING UTILITIES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY
THE CONTRACTOR.
15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA C-651 FOR DISINFECTION.
CLEMOUT
WATER DISTRIBUTION I G-
FT. PIERCE UDUTtS AUTHORITY
DOUBLE LATERAL SERVICE CONNECTION
AT PROPERTY LINE
OF WAY UNE
SINGE CFRVICE LATERAL CONNECTION
®= BALL TPE WASTEWATER LOCATOR
INSTALLED ABOVE THIS POINT
BALL BY 3M CORP. OR APPROVED
EQUAL
SERVICE LATERAL SNAIL TERMINATE WITH A CLEMOUT
SERVICE CONNECTION
(N.TS.)
SERVICE CONNECTION
NviTSMUR
NOTES:
1) ALL ELEVATIONS AND BENCHMARKS SHOWN ,
HEREON ARE RELATIVE TO THE NATIONAL GEODETIC
VERTICAL DATUM (N.G.V.D.) OF 1929.
2) SURVEY DATA PROVIDED BY CULPEPPER &
TERPENING, INC., DATED JANUARY 19, 2017.
Know what's below.
Call before you diq.
Gi
MAIN
TEE-WYE
AWN
FT. PIERCE UTILIITET AUTHORITY
I FI F TIFF I FIELD BK./PG.I
FORT PIERCE UTILITIES AUTHORITY
WATER DISTRIBUTION NOTES
CONTINUED
76, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING UTILITIES AND DRAINAGE.
17. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING
LOCATIONS OF VALVES. FITTINGS, SERVICE CONNECTIONS, BLOWOFFS, AIR RELEASE VALVES, AND ANY OTHER
PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED
BY THE UTILITIES ENGINEER,
18. THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE FORT PIERCE UTILITIES
AUTHORITY ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE
TAPPING VALVE AND SLEEVE.
19, WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN MULTI STRANDED WIRE (BLUE
IN COLOR) AND MENTIMATION TAPE WITH 'WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP
OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UTILITES AUTHORITY SPECIFICATIONS.
20. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE VALVES, AS SHOWN, FOR
TESTING, FOLLOWING TESTING AND STERILIZATION OF WATER LINE. CONTRACTOR SHALL PLACE A BRASS PLUG
IN CO RPoRATIDN STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS.
ALL FITTINGS AND VERGED IN ACCORDANCE WITH
2 RESTRAINTS TO BE USED ON L 1. MECHANICAL
MANUFACTURER'S OR ENGINEERS RECOMMENDATIONS (WHICHEVER IS MORE STRINGENT)
AND FPUA REQUIREMENTS.
22, ALL MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM TO
AWWA C-600. - 2 HR MINIMUM TEST
2Z I/2
- 14 ,000
L- LEAKAGE IN GPH
S= LENGTH OF PIPE IN FEET
0- PIPE DWAETER IN INCHES
P- TESTING PRESSURE IN PSI
23, PRIOR TO ANY TESTING, ALL MAINS 6' IN GA. AND LARGER SHALL HAVE A SWAB PASSED
THRU THE ENTIRE LENGTH OF THE LINE. NOTE SWAB SHOULD BE PLACED IN 1st JOINT OF NEW LINE.
ENO OF MAIN SHOULD BE 'TURNED UP" AT 45% AND EXTENDED SO THAT SWABBING AND A FULL BORE
FLUSH CAN BE ACCOMPLISHED. BLOW -OFF ASSY CAN THEN BE PLACED. WHERE LINES BRANCH, SWABS
WILL BE PLACED IN BRANCH LINES AND SEQUENTIALLY SWABBED AND FLUSHED.
24. A MINIMUM SIX FEET AND PREFERABLY TEN FEET HORIZONTAL SEPARATION SHALL BE WONTAINED
BETWEEN THE WATER MAIN AND ANY WASTEWATER LINES. 6 INCHES MINIMUM VERTICAL SEPARATION
IF WATER MAIN IS OVER WASTEWATER AND 12 INCHES IF WATER MAIN IS UNDER SHALL BE
MAINTAINED BETWEEN THE WATER MAIN AND ANY WA!IMATER LINES. THE DISTANCE SHALL BE
MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE. WHERE THIS MINIMUM
SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE
WASTEWATER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT
OF CROSSING. AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT
THE CROSSING. SUFFICIENT LENGHTS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION
OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN W17HIN 20 FEET OF THE
CROSSING MUST BE MECHANIGALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES
MUST BE WINAINED AT ALL CROSSINGS.
25. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM GRAIN PIPE, A MINIMUM OF 6 INCHES OF
VERTICAL CLEARANCE BETWEEN PIPES SHALL BE CONSTRUCTED OF DIP AT THE CROSSING. AND SHALL
BE MECHANICALLY RESTRAINED WITHIN 20 FEET OF THE CROSSING.
26. CONTRACTOR SHALL COMPLY WITH RORID4 TRENCH SAFETY ACT REOUIREMENTS.
FINISHED GRADE F SEE NOTE 1
APPLY 2 LAYERS OF
RAM -NECK SEALANT
MUD IN_'
OUTSIDE
SEE MANHOLE SCHD!
J/8" GROUT ON PRECAST CONC.
RINGS INSIDE & OUT
SEE NOTE 2
2 COATS OF COAL TAI
PIPE SHALL EMEND 1
INSIDE MANHOLE
PACK NTH
NON -SHRINKING GROUT
N.N. COUPLING
FOR FIELD INSTALLATION
NEOPRENE BOOT WITH
STAINLESS STEEL
ACCESSORIES OR APPROVED
EQUAL SHALL BE USED
FOR PRECAST MANHOLES
PIPE DIM.;A"
"B'"
"C""
ROT. SLAB T"�
B'-24'
4'-0'
'B'
76'
8'
30'-36'
5-0'
S
88"
10'
42'-4B'
6'-0"
b'
100'
12'
TYPICAL MANHOLE DIMENSIONS
NOTES
1) MANHOLE FRAME & COVER WITH THE WORDS - SMRARY SEWER" CAST IN THE COVER.
U.S. FOUNDRY 170 OR APPROVED EQUAL.
2) ALL CONCRETE MANHOLES TO BE 4000 P.S.I. TO MEET OR EXCEED ASTM C478 ALL
CEMENT TO BE TYPE 11 ACID RESISTANT. REINFORCING AREA OF 0.02 SQ. IN/FT FOR WALL
SECTION MIN. TO MEET OR EXCEED ASTM A 185.
3) A MAXIMUM OF 2 LAYERS OF PRECAST CONCRETE RINGS, IF REQUIRED.
4) RAIN GUARDS SHALL BE INSTALLED IN MANHOLES THAT HAVE GRAVITY WINS 12" OR LESS.
STANDARD MANHOLE
DEPTH 5'-0' AND GREATER
(N.TS.)
CULPEPPER St TERPENING, INC
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOUTH 25th STREET. FORT PIERCE, FLORIDA 34981
151 SW FLAGLER AVENUE . STUART, FLORIDA 34994
PHONE 772-464-3537 . FAX 772-464-9497 . w .ct-engxom
STd"CF. OI'FLOluDA CHIiTII'I(=TIION N,, 1,134286
FORT PIERCE UTILITIES AUTHORITY WAST WAT R C245TRUCTION NOTES
1. ALL CONSTRUCTION MATERIAL. INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD
SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY.
2 GRAVITY SEWER MAIN SHALL HAVE LOCATOR CAPE WITH 'SEWER"GREEN H GR4VTY SEWER MAIN SHALL, BE POLMNYL MARKED ONT PN COLOR,
E
AND SH4LL CONFORM TO ASTM 0-3034.
3. THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR
COMPACTED BASE FOUNDAnM IF NECESSARY, THE CONTRACTOR SHALL UTILIZE ROCK TO PROVIDE
A FIRM AND SUITABLE MANHOLE BASE FOUNDATION.
4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPU4 DESIGN
AND CONSTRUCTION STANDARDS, THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS
REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT. IN CASES WHERE PAVED
AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIRE-
MENTS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE
AGENCY.
5. A 1% MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS.
6. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER CONSISITING
OF PIPE SIZES, LOCATION OF SERVICE TEE WYES, DIAMETER OF SERMES, LOCATION OF
ANY ERTINCS. FINAL RIM AND INVERT ELEVATION OF ALL MANHOLES AND ANY OTHER PERTINENT
INFORMATION NECESSARY ID LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT.
7. MAINTAIN SIX FEET AND PREFERABLY 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS
AND SEWER MAINS AS A MINIMUM.
` ON LINER CAL STORM SEWERS SHOULD CROSS
LTI
& WASTEWATER FORCE WIN
S, WASTEWATER COLLECTION
DISTANCE OF 12 INCHES BETWEEN
MINIMUM VERTICAL RPIPE
UNDER WATER MAINS WHENEVER POSSIBLE A MIN
THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL SI PROVIDED WHENEVER
POSSIBLE. WHERE THIS MINIMUM SEPARATION CANNOT D MAINTAINED, THE CROSSING SHALL BE
ARRANGED POINT
THAT THE WASTEWATER PIPE JOINTS WIN
THE WATER PIPE CTM ARE EQUIDISTANCE
FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE
(DIP) AT THE CROSSING. BETWEEN
SUFFICIENT LENGTHS IN DIP MUST BE USED TO PROWWATER I MINIMUM
SEPARATION OF G FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET
OF THE CROSSING MUST MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF B INCHES
MUST BE MAINTAINED AT ALL CROSSINGS.
9. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUA/CITY
COUNTY/FOOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
10. NO FIELD CHANGES OR DEVIATIONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL
FPWCIN/COUNN/FOOT ENGINEER,
11. TRAFFIC CONTROL. BARRICADES, ETC. SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT
OF TRANSPORTATION STANDARDS.
12. CONTRACTOR SHALL NOTIFY FORT PIERCE UTILITIES AUTHORITY 48 HOURS PRIOR TO
COMMEENCNNG CONSTRUCTION.
13, WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900,
AND SHALL BE CUSS 150, DR-18.
14. WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR.
15. FITTINGS SHALL BE DUCTILE IRON, CONFORMING TO ANSII/AWWA C-1 f0/A21.10 CLASS 230 MIN.
AND INTERIOR EPDXY COATED.
16. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 CAUSE THHN
WIRE (GREEN IN COLOR) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR
TAPE MARKED SEWER" ON TAPE IN ACCORDANCE WIN FPUA SPECIFICATIONS.
17 MINIMUM COVER SHALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL
REQUIRE PRIOR APPROVAL OF THE UDLIIES ENGINEER AND SHALL BE CONSTRUCTED OF DUCTILE
IRON PIPE.
18. EACH SERVICE LATERAL WILL BE MARKED WITH A LOCATOR BALL AS MANUFACTURED BY
3M CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER.
19. ALL MANHOLES SHALL HAVE SEWER RAIN GUARDS INSTALLED AS REQUIRED BY FPUA ENGINEER.
20, THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS.
NOTES:
1) INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS.
2) SPILLWAYS SNALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT
INVERT ELEVATIONS PROVIDING FOR SMOOTH ROWS.
FLOW PATTERNS S-12
® fOR YIYFRI CHNYiELi
wrE: REY9IXt � walE�srEwrcre EncINEEww
sn scue FT PIERCE UTIlJTIES AUTHORITY
R.I.
A arPRorEo: MR: sxrEr
JLC m10 1 6` 1
PLUG (SEE NOTE 1) O PLUG
MAIN OR LATERAL WYE
J TSEE111%E
NO
IL TYPE WASTEWATER LOCATOR BY 3M CORP. OR APPROVED EQUAL.
2) MINIMUM SLOPE OF 1/8' PER FOOT, USE GREATER SLOPE WHERE POSSIBLE.
3) SERVICE LATERAL SHALL TERMINATE WITH A CLEANOUT.
4) INSTALL CLFANOUT AT THE PROPERTY LINE REFER TO
DETAIL S-1 FOR SPECIFIC PROPERTY LAYOUT
RVIy(CE CIYuONNECTION
(N.TS.)
SERVICE CONNECTION S_2
R BY' FIER/W0.5iFlYa F ENGINEER.WG
IVY �, scue FT. PIERCE URLI/IES AUIHORRY
SpI i
A IR.ROVED: MrE: SXEf,
Jtc mm r or r
DRAIN VALVE
0
NYLON PULL HANDLE
NOTES.'
1) SEWER RAIN GUARDS SHALL BE INSTALLED ON ALL MANHOLES WHERE GRAVITY MAINS ARE
12' OR LESS AND IN AREAS DESIGNATED BY ENGINEER TO BE IN A FLOOD AREA
2) SEWER RAIN GUARDS SHALL BE MANUFACTURED BY PARSON ENWRONMENTAL PRODUCTS,
INC., PART Il PUI-23S (PARSON MANHOLE INSERTS) WITH DOUBLE VALVING, OR APPROVED
EQUAL.
3) RAINGUARDS MUST BE SNUG" FIT
RAINGUARD DETAIL
(N.T.S.)
RAINGUARD
�`� IC M1iSWY: APIq WP1CR aSrEWA R ENLNEEflINC
a��, � FT. PIERCE UTILITIES AUTHORITY
aRrrtovEs: were sxEm
.M1C 1010 1 OF 1
BY I
DATE
DESIGNED
ER
8/21/11
CALCS.
----
----
DRAWN
ER
8/21/1
DETAILED
----
----
CHECKED
I DEM
9/21/1
APPROVED
I ----
----
24"X24"X12' SQUARE SLAB
POURED TO GRADE IN UNPAVED
AREAS WITH FIBERGLASS MESH
REINFORCEMENT AND /4 REBAR
3' FROM OUTER PERIMETER
1'-0" 1 CLEANOUT FRAME &
COVER U.S. FOUNDRY 7621
OR APPROVED EQUAL
4WYE
P.V.C.
6'-6'
PLUG
SECTION
24144'X12" SQUARE SLAB
POURED TO GRADE IN UNPAVED
AR&5 WITH FIBERGLASS MESH
REINFORCEMENT AND #4 REBAR
3' FROM OUTER PERIMETER
■/. M Z
RESIDENTIAL CLEANOUT DETAIL
(N. T. S)
APPROVED
A proval Order ,
DIXIELAND TOWNHOMES
UTILITY DETAILS
Plamdng & Development
services
JAN 10 2019
RECEIVED
AO'��i1D E A4
No 79043 '
% STATE OF •41
1'%4/�9
DAVID E. MORIN, P.E. FL. REG.-NO. 79043
DATE:8/21/18
HORIZ. SCALE:NA
VERT. SCALE: NA
JOB No. 17-OOF
SHEET 7 of 1
III
r r'
FIELD
NOTES: ,
1) ALL ELEVATIONS AND BENCHMARKS SHOWN ,
HEREON ARE RELATIVE TO THE NATIONAL GEODETIC
VERTICAL DATUM (N.G.V.D.) OF 1929.
2) SURVEY DATA PROVIDED BY CULPEPPER &
TERPENING, INC., DATED JANUARY 19, 2017.
Know what's below.
Call before you din.
CULPEPPER & TERPENING, INC
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
151 SW FLAGLER AVENUE • STUART, FLORIDA 34994
PHONE 772-464-3537 • FAX 772-464-9497 • w .ct-eng.com
STATE OF FLORIDA CERTIFICATION No. LB 4286
GRAPHIC SCALE
20 0 10 20
(ai7w)
1 inch = co fL
LEGEND
i EXISTING PAVEMENT
L J
NEW PAVEMENT
PROPERTY LINE
—Te PROPOSED TOP OF BANK
PROPOSED POND BOTTOM
—PROPOSED SWALE BOTTOM
EXIST. ELEVATIONS
In ~ PROPOSED INLET PROTECTION
u Will
PROPOSED SILT FENCE
EXIST. WATER MAIN
- EXIST. 2" WATER SERVICE
* SEE STORMWATER POLLUTION
PREVENTION PLAN ON SHEET 8
_CROWN DRIP LINE OR OTHER LIMIT
OF TREE PROTECTION AREA.
U
PROP. DRAINAGE
EXIST. OAK TREE (TO BE CLEARED)
b ~' EXIST. PALM TREE (TO BE CLEARED)
EXIST. OAK TREE (TO BE PRESERVED)
EXIST. PALM TREE (TO BE PRESERVED)
TREE PROTECTION FENCE: MINIMUM 4'
DIAMETER NYLON OR POLY ROPE, YELLOW
OR ORANGE. MUST BE 4' MINIMUM FROM
GROUND & NOT ATTACHED TO GROUND.
2"x2"x6' STEEL POSTS OR APPROVED EQUAL.
MAINTAIN EXISTING GRADE WITH IN
pp TREE PROTECTION FENCE UNLESS
OTHERWISE INDICATED
NOTES: r"
1- NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST.
2- NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING
FENCE INSTALLATION AND REMOVAL.
BY
DATE
DESIGNED
ER
8/21/18
CALCS.
----
----
DRAWN
ER
8/21/18
DETAILED
----
----
CHECKED
DEM
9/21/18
APPROVED
----
----
TREE BARRICADE DETAIL
Planning & Development
Services
RECEIVED
APPROVED e* G� ��G E N sF ®®o®
O
A_provalOrder c No 79043
Oi� l
STATE OF : tf�
iff w`
AM
DAVID E. MORIN,' P.E. FL. —REG. NO. 79043
DIXIELAND TOWNHOMES
SWPP & CLEARING PLAN
DATE: 8/21/18
HORIZ. SCALE:1" = 21
VERT. SCALE: NA
JOB No. 17-00
SHEET 8 of 1
s,
m
rn
00
rn
0
-o
m
0
a
Project Name and location information:
Dixieland Townhomes. Dixieland Dr., Section 27,
Township 35 South , Range 40 East, St Lucie County,
Florida
Describe the nature of the construction activity:
Describe the intended sequence of major soil disturbing
• 0-2 days, site prep and stabilized construction
activities:
entrance;
• 3-6 days, install perimeter sediment and
erosion controls;
• 7-10 days, clearing/grubbing over all areas
except those that are designated as
buffers/conservation easements;
• 11-90 days; site grading and utilities
• 90-120 days, stabilize site.
Total area of the site:
0.95 Acres
Total area of the site to be disturbed:
0.95 Acres
Existing data describing the soil or quality of any
Waveland Fine Sand and Waveland-Lawnwood Complex
stormwater discharge from the site:
Sand
Estimate the drainage area size for each discharge
.95 Acres
point:
Latitude and longitude of each discharge point
Lat: N270 23' 59,74"
and identify the receiving water or MS4 for each
Long: W80' 19' 16.85"
discharge point:
Discharge to St Lucie County Canal
Give a detailed description of all controls, Best Management Practices (BMPs) and measures that will be
implemented at the construction site for each activity identified in the intended sequence of major soil disturbing
activities section. Provide time frames in which the controls will be implemented.
NOTE: All controls shall be consistent with performance standards for erosion and sediment control
and stormwater treatment set forth in s. 62-40.432, F.A.C., the applicable Stormwater or
Environmental Resource Permitting requirements of the Department or a Water Management District, and the
guidelines contained in the State of Florida Erosion and Sediment Control Designer and Reviewer Manual, FDOT,
FDEP (2007) and any subsequent amendments.
• Prior to clearing, a silt fence (trenched 6 inches deep and backfilled on the uphill side), shall be
installed around the perimeter of the site. A rock entrance road (that is 50ft long with a 6 inch depth
of FDOT #1 stone and lined with filter fabric) shall be constructed to minimize the effects
of truck traffic and sedimentation tracking both on and off of the site.
• All inlet(s)/outfalls, once installed, shall be
protected from erosion and sediment runoff by the use of filter fabric and properly installed
geohay inlet filters. Disturbed portions of the site where construction activities have
permanently ceased shall be stabilized with sod or other permanent stabilization methods (if
other methods are used, this SWPPP will be modified) no later than 14 days after the last
construction activity. Seeding shall be the same as in temporary seeding.
• All installation shall be commenced as depicted on the attached site map and installation
"typicals" sheet.
Describe all temporary and permanent stabilization practices. Stabilization practices include
temporary seeding, mulching, permanent seeding, geotextiles, sod stabilization, vegetative buffer
strips, protection of trees, vegetative preservations, etc.
• Temporary seeding shall be rye grass or other appropriate ground covers depending upon
season of installation that is applied at manufacturer's recommendations to any disturbed areas
that are inactive more than 14 days.
• Filter fabric shall be placed under the rock entrance/exit
Describe all structural controls to be implemented to divert stormwater flow from exposed soils and structural
practices to store flows, retain sediment on -site or in any other way limit ,stormwater runoff. These controls include
silt fences, earth dikes, diversions, swales, sediment traps, check dams, subsurface drains, pipe slope drains, level
spreaders, storm drain inlet protection, rock outlet
protection, reinforced soil retaining systems, gabions, coagulating agents and temporary or permanent sediment
basins.
• A silt fence (with the same installation as indicated under the Best Management Practices
heading) shall be placed around the entire perimeter.
• Inlet(s)/Outfalls shall be protected with filter fabric and properly installed geohay inlet
flters(with the same installation as indicated under the Best Management Practices heading).
Describe all sediment basins to be implemented for areas that will disturb 10 or more acres at one
time. The sediment basins (or an equivalent alternative) should be able to provide 3,600 cubic feet of storage for
each acre drained. Temporary sediment basins (or an equivalent alternative) are
recommended for drainage areas under 10 acres. I
No temporary sedimentation basins are proposed. The detention basin (prior to being connected to a dischargd
structure) may be used as a temporary sediment basin if needed.
Describe all permanent stormwater management controls such as, but not limited to, detention or
retention systems or vegetated swales that will be installed during the construction process.
• A stormwater detention basin shall be constructed per ERP permit and all disturbed areas shall be grassed.
NOTES:
1) ALL ELEVATIONS AND BENCHMARKS SHOWN
HEREON ARE RELATIVE TO THE NATIONAL GEODETIC
VERTICAL DATUM (N.G.V.D.) OF 1929.
2) SURVEY DATA PROVIDED BY CULPEPPER &
TERPENING, INC., DATED JANUARY 19, 2017.
Know what's below.
Call before you dig.
Waste disposal, this may include construction
All construction materials and debris will be
debris, chemicals, litter, and sanitary wastes
placed in a dumpster and hauled off site to a
landfill or other proper disposal site. No materials will be
buried on site.
Offsite vehicle tracking from construction
Off site vehicle tracking of sediments and dust
entrances/exits:
generation will be minimized via a rock
construction entrance, street sweeping and
the use of water to keep dust down.
The proper application rates of all fertilizers,
Florida -friendly fertilizers and pesticides will be
herbicides and pesticides used at the constraction
used at a minimum and in accordance with the
site:
manufacturer's suggested application rates. No
fertilizers and pesticides will be stored on site.
The storage, application, generation and
All paints and other chemicals will be stored in a locked
migration of all toxic substances:
covered shed.
Other:
Port-o-lets will be placed away from storm sewer
systems, storm inlet(s), surface waters and
wetlands. No vehicle maintenance shall be
conducted on -sire. A washdown area shall be
designated at all times and will not be located in
any area that will allow for the discharge of
polluted runoff. A small -vegetated berm shall be
placed around the washdown area.
Provide a detailed description of the maint
nance plan for all structural and non-structural controls to assure that
they remain in good and effective operatin
condition.
Contractor shall provide routine maintenat
cc of permanent and temporary sediment and erosion control
features in accordance with the technical s
ecifications or as follows, whichever is more stringent:
• Silt fence shall be inspected at least week
y. Any required repairs shall be made immediately. Sediment
deposits shall be removed when they reac
I approximately one-half the height of the barrier.
• Maintenance shall be performed on the rock
entrance when any void spaces are full of sediment
• Inlet(s)/outfalls shall be inspected immediately
after each rain event and any required repairs
to the geohay filter inlets, silt fence, or filter
fabric shall be performed immediately.
• Bare areas of the site that were previousl
seeded shall be reseeded per manufacturer's instructions.
• Mulch and sod that has been washed out
shall be replaced immediately.
• Maintain all other areas of the site with proper
controls as necessary.
Inspections: Describe the inspection and inspection
documentation procedures, as required by Part
V.DA of the pemmit. Inspections must occur
at least once a week and within 24 hours of the end of a
storm event that is 0.50 inches or greater (
ee attached form).
Qualified personnel will inspect all points
of discharges, all disturbed areas of construction that have
not been stabilized, constructed areas and
ocations where vehicles enter and exit the site, and all
BMPs at least once every 7 calendar days ar
within 24 hours of the end of a rainfall event that is 0.5
inches or greater. Where sites have been filially
stabilized, said inspections shall be conducted at least
once every month until the Notice of Terraination
is fled.
Identify and describe all sources of non-stormwater
discharges as allowed in Part IV.A.3. of the
permit Flows from fire fighting activities
o not have to be listed or described.
It is expected that the following non-sto
water discharges may occur from the site during
construction period: wash water (where n)
spills or leaks of toxic or hazardous materials have occurred), and
uncontaminated groundwater (from dewa
ring excavation). Dewatering shall be done in accordance with the
requirements of the SFWMD Water Use I
en nit . If said discharges do occur, they will be directed to the
temporary sediment basin prior to discharge.
Any pumped water shall be treated so as to not allow a discharge of
polluted stormwater. Treatment can incluc
e silt fences, settling ponds; the proper use of flocculating agents or
other appropriate means.
All contractor(s) and subcontractor(s) iden
ified in the SWPPP must sign the following
certification:
"I certify under penalty of law that I unde-stand,
and shall comply with, the terms and
conditions of the State of Florida Generic
Permit for Stormwater Discharge from Large
and Small Construction Activities and this
Stormwater Pollution Prevention Plan
prepared thereunder."
FIELD BK.
CULPEPPER St TERPENING, INC
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
151 SW FLAGLER AVENUE • STUART, FLORIDA 34994
PHONE 772-464-3537 • FAX 772-464-9497 • w .ct-eng.com
STATE OF FLORIDA CERTIFICATION No. LB 4286
:EXISTING. GROUND
2- TO 4-IN. ROCK
50-FT. MINIMUM
A
I A
6-IN.
MINIMUM
SIDE VIEW
(NTS)
2- TO 4 K ROCK
W161 .l
— 50-FT. MINIMUM .
6 FI,
MINIMUM
12 -FT
MINIMUM
J
J/J y� Yy
PLAN) VIEW
(NTS)
12-FT. MINIMUM
6-IN A --FILTER CLOTH
MINIMUM
SECTION A —A
(NTS)
Fs*wsa��ws�:
4
3-IN.
MMMUM
2- TO 4-IN: ROCK
SOIL TRACKING PREVENTION DEVICE
Figure V-14: Illustration of a Soil Tracking Prevention Device
BY
DATE
DESIGNED
ER
8/21/18
CALLS.
----
----
DRAWN
ER
8/21/18
DETAILED
----
----
CHECKED
I DEM
9/21/18
APPROVED
I ----
----
A
DRAIN
GRATE
5%SUOPE
A
PLAN VIEW
ATTACH FILTER FABRIC
SEGURILY TO 2X4 WOOD
TOP FRAME NECESSARY
FRAME, OVERLAPPING
POR STABILITY
FABRIC TO NEXT STAKE
�PONDING HT.
18` MAX.r,7
2x4 WOOD FRAME
4 SIDES OF D.I.
Sb' MAX
/ \;'m
SECTION
A -A
NOTES,
I. DROP INLET SEDIMENT BARRIERS ARE TO BE
4. THE TOP OF THE FRAME
(PONDIN(s HEIGHT)
USED FOR SMALL, NEARLY LEVEL DRAINAGE
MUST BE WELL. SELOW THE GROUND ELEVATION'
AREAS,(LESS THAN 5%)
DOWNSLOPE TO PREVENT RUNOFF PROM BY-
2. USE 2X4 WOOD OR EQUIVALENT METAL STAKES, PASSIN6 THE INLET. A TEMPORARY DIKE MAY
(S PT. MIN. LENGTH)
BE NECESSARY ON THE DOWNSLOPE SIDE OP
S. INSTALL 2X4 WOOD TOP FRAME TO INSURE
THE STRUCTURE.
STABILITY.
Figure 4.5a. Silt Fence Drop Inlet Sediment Barrier
SPACING OF POSTS ARE
5- TO 8-FT. APART
HEIGHT
BACKFILL TRENCH.
FABRIC MATERIAL MUST BE
SECURELY FASTENED TO THE
POSTS OR (IF USED) TO THE
WIRE MESH
WOOD OR STEEL POST
INSTALLED BEFORE
COMPACTING BACKFILL
MATERIAL \
RUNOFF
FABRIC MATERIAL MUST BE PLACED IN A 6-IN.
x 6-IN. TRENCH WITH A "L" SHAPE BEFORE
BACKFILLING AND COMPACTING THE SOIL.
TRENCHING METHOD
FABRIC MATERIAL
WHEN FABRIC IS INSTALLED IN
A TRENCH WITH COMPACTED
SOIL, ANCHORS CAN BE
ATTACHED TO REDUCE THE
POTENTIAL OF "BLOWOUTS"
(NOT NEEDED IF "SUCING"
METHOD IS USED)
STEEL OR WOOD
POST INSTALLED
AFTER COMPACTION
OF "SLICE"
RUNOFF
a- TO 12-IN.
SLICING METHOD
ATTACHING TWO SILT FENCES
WHEN TRENCHING IS USED
PLACE THE END POST
OF ONE FENCE INSIDE
��,,,.,.--""�✓ THE END POST OF THE
OTHER FENCE
ROTATE BOTH POSTS
A7 LEAST 1
„i DEGREES IN A
CE DIRECTION
TO CREATE A TIGHT
TO
^
SEAL N'ITI1 THE FABRIC
MATERIAL
N
W
DIRECTION OF RUNOFF WATER
`
DRIVE BOTHPOSTS
LU
ABOUTI2 INTO THE
•..y
W
GROUND AND BURY THE
°0
N Z
U
FLAP IN A TRENCH
Q
LU
020M Hy°'°" p
SILT FENCE BARRIER INSTAL,�At�%
�•!�l�,CIOi'
Figure V-40: Illustration of a Silt Fence Barrier 4C''.
APPROVED
A proval Order
„ i$ti
DIXIELAND TOWNHOMES
r r a , i 1
No 79043
rut: ;rut
'. STATE OF : <u
FkI01-1161
DATE: 8/21 /18
HORIZ. SCALE: NA
VERT. SCALE: NA
JOB No. 17-007
SHEET 9 of 10
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NOTES:
1) ALL ELEVATIONS AND BENCHMARKS SHOWN
HEREON ARE RELATIVE TO THE NATIONAL GEODETIC
VERTICAL DATUM (N.G.V.D.) OF 1929.
2) SURVEY DATA PROVIDED BY CULPEPPER &
TERPENING, INC., DATED JANUARY 19, 2017.
Know what's below.
Call before you
1. GENERAL
A. Mobilization: Mobilization shall meet the requirements of FDOT
Section 101! This work shall include, but is not limited to, operations
necessary fpr the movement of personnel, equipment, supplies, and
incidentals to the project site, and for the establishment of temporary
offices, buildings, safety equipment and first aid supplies, sanitary and
other facilities, as required by State and local laws and regulations.
the costs of bonds and any required insurance, and any other
preconstruction expense necessary for the start of work, excluding the
cost of construction materials, shall also be included in this section.
This section also includes any and all work related to the final cleanup.
B. Construction Surveying: The Owner shall provide horizontal control
consisting of four control points. The Owner shall also provide vertical
benchmarks as shown on the plans. This control shall be provided one
time only. The Contractor is responsible for all other construction
surveying. The Contractor is responsible to protect these reference points
and the construction staking throughout the job. The Contractor shall bear
the cost of any necessary restaking.
C. Soil Testing: Soil Testing shall be performed by a certified testing
laboratory.
2. EARTHWORK AND GRADING
Materials arjd construction methods for earthwork, excavation, embankment
and gradingi shall meet the requirements of FDOT Section 120 and shall be
performed to acquire final grades, elevations and typical sections as shown
on the plans for the proposed work.
A. Clearing and Grubbing: Clearing and grubbing shall meet the
requirements of FDOT Section 110 and shall be performed within the
limits of the project work. This work shall include, but is not limited
to, the removal of existing trees, brush stumps, roots and other
objectionable material to a depth of 18 inches below the natural
ground or design grade, whichever is lower. The areas to be cleared
and grubbed generally consist of rights —of —way, utility easements,
water management tracts, and portions of the lots as detailed on the
plans. The :Contractor shall confirm with the Owner the removal of
any trees on the lots for possible preservation. All material shall be
removed from the site of the project and shall be disposed of in
accordance with local, regional, State and Federal laws, regulations
and ordinances.
There shall be absolutely no clearing and grubbing or placement
or removal of material from within the area designated as "Wetland
Preserve" oil their buffers.
B. Rough Grade': The Contractor shall grade the rights —of —way and
lots to meet the requirements of FDOT Sections 110 and 120 and
shall conform to the lines, grades, and typical sections as shown on
the plans.
C. Fine Grade: The Contractor shall fine grade the roadway to
meet the requirements of FDOT Sections 110 and 120 and shall
conform to the lines, grades and typical sections as shown on the
plans.
D. Sod: Sod shall meet the requirements of FDOT Section 570,
575, and 981 and shall be placed adjacent to the curbing for a
minimum width of 24 inches.
E. Seed and Mulch: Seed and mulch shall meet the requirements
of FOOT Sections 570, 575, and 981 and shall be placed in the
rights—of—wdy and all disturbed areas.
3. PAVING IMPROVEMENTS
All paved areas shall meet the requirements of AASHTO Specifications,
FOOT and St. Lucie County and shall be constructed to the typical sections
as shown on the'! plans.
The Contractor shall retain the services of an independent testing laboratory
to conduct all required testing and retesting to comply with these
Specifications. 1`he Owner shall bear the cost of initial testing and the
Contractor shall ,correct any deficient work at his own expense.
A. Asphaltic Concrete: Asphaltic concrete materials and construction
methods shall meet the requirements of FDOT Sections 300, 320, 330
and 331 and shall be Type SP 9.5 with a 1-1/2" thickness. Prime
Coats shall meet the requirements of FDOT Sections 300-1 through
300-7 and !shall have an application rate of 0.10 gallons per square
yard, unless'! a variation rate is approved by the Engineer.
B. Base: The base course shall be 6 Inches of compacted LBR 100 base
rock material as shown on the typical sections on the plans. The base
shall be co r' patted to 98 percent of the maximum density as
determined by AASHTO T-180.
C. Subgrade: The subgrade shall be 8 inches thick and shall extend six
inches beyond the edge of the base course within the limits shown on
the plans. S'ubgrade shall be compacted to 98 percent of the
maximum d nsity as determined by AASHTO T-180. If normal
compaction methods do not meet the required densities, the subgrade
shall be staff 1lized as directed by the Engineer.
D. Concrete Sidewalk: Concrete sidewalk shall meet the requirements
of FDOT Section 522 and shall be constructed to the typical
section shown on the plans.
E. Painted Traffic Striping: Painted traffic stripes shall meet the
requirements of FDOT Section 710.
F. Stop Sign an p Bar: Stop signs and bars shall meet the requirements of
FDOT Section! 700 and the Manual of Uniform Traffic Control Devices
and shall be,constructed in the locations as shown on the plans.
�FIIvF RFF I FIELD BK./PG.I
THE WORK
Existing Utilities and Structures:
Existing utilities, structures and facilities shown on the Drawings were
located as accurately as possible from the records examined. No guarantee
is made that all existing facilities are shown or that those shown are entirely
accurate. The Contractor shall assure himself of the actual location of the
utilities, structures, or facilities prior to performance of any work in the
vicinity. The utility companies or utility agencies will co—operate with the
Contractor's operations. Prior to start of the work, the Contractor shall
request each utility agency to advise him of the location of their facilities in
the vicinity. The Owner will assume no liability for damages sustained or
cost incurred because of the Contractors operation in the vicinity of existing
utilities or structures, or to the temporary bracing and shoring of some. In
the event that it is necessary to shore, brave, or swing a utility, the utility
company or department affected should be contacted and their permission
secured as to the method used for any such work.
Restoration or Damaged Structures or Utilities:
It shall be the responsibility of the Contractor to repair, rebuild or restore to
its former condition, any and all portions of existing utilities, structures,
equipment, appurtenances or facilities, other than those to be paid for under
this Contract, which may be disturbed or damaged due to this construction
operation, at no cost to the Owner.
Final Cleanup:
Upon completion of the work, but before final payment will be made, the
Contractor shall clear and remove from the project area, all folsework,
equipment, surplus and discarded materials, rubbish and temporary
structures which result from the work under this Agreement, and shall
restore in an acceptable manner, all property which has been damaged
during the prosecution of the work.
Record Information:
Upon completion of the work, but prior to submittal of the request for final
payment, the Contractor shall obtain and submit record information to the
Owner. This information shall include the following:
1. Water and Wastewater Systems:
a. Horizontal and Vertical location and size of all water mains,
meters, services, valves, and hydrants;
b. Horizontal and Vertical location, size and type of all sanitary
manholes; sewer main diameter, inverts and lengths, and
services:
2. Drainage System:
a. High points and low points of swales;
b. Locations and grate and invert elevations of all structures;
c. Location, size, type, length and invert of all culverts.
3. Paving and Grading:
Location and elevation of high and low points in roadway and any
other changes in grade.
The record information shall be certified by a Florida Professional Land
Surveyor. Locations shall be made by reference to centerline stationing and
offset or by other means acceptable to the Owner. Elevations shall be
according to National Geodetic Vertical Datum (NGVD). The information
shall be submitted on a clean set of construction drawings which can be
obtained from the Engineer.
Guarantee:
All materials and the installation thereof which are furnished and installed by
the Contractor, under the terms of the Agreement, shall be guaranteed by
the Contractor against defective workmanship, mechanical and physical
defects, leakage, breakage, and other damages and failure under normal
operation for a period of one (1) year from the date of final payment or
acceptance by ultimate owner, said date to constitute the commencement
of the one (1) year warranty period. All materials and Installations proving
to be defective within the specified period of the guaranty shall be replaced,
without cost to the Owner, by the manufacturer or the Contractor. The
period of guarantee of each such replacement shall be from and after the
date of installation thereof.
1. Grassing shall be furnished and installed in conformance with the approved landscape
plan. All disturbed areas not shown to be planted, mulched, etc. shall be sodded.
2. Sod shall be placed such that the top of the grass is at the some elevation as the
top of adjacent finish grade.
3. The location of existing utilities shown is approximate only and must be field verified
by the Contractor prior to beginning work.
4. These plans shall not be used for construction unless they are marked "Approved for
Construction" in the title block.
5. Contractor to obtain and review all permits prior to starting construction
6. Drawing scale may change due to reproduction.
7. Maintenance of traffic must be in conformance with FOOT Specifications.
8. All nuisance exotic vegetation on —site must be removed in conjunction with site
development.
9. Contractor to confirm limits of preserve areas and fence appropriately prior to starting
construction.
10. Geo—technical Exploration performed by Ardamon & Associates, Inc., dated April 10,
2018. The contractor is directed to the site preparation section of the report and advised
that compliance with the instruction in that section is required.
CULPEPPER & TERPENING, INC
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981
151 SW FLAGLER AVENUE • STUART, FLORIDA 34994
PHONE 772-464-3537 • FAX 772-464-9497 . w .ct-eng.com
S LATE OF FLORIDA MMHCATION N. LE 4286
—REVISIONS — I BY I DATE I
BY
DATE
DESIGNED
ER
8/21/18
CALCS.
— — — —
----
DRAWN
ER
8/21/18
DETAILED
— — — —
----
CHECKED
DEM
9/21/18
APPROVED
----
----
Planning & Development
APPROVED services
pproval Order - JAN 10 2019
RECEIVED
DIXIELAND TOWNHOMES
SPECIFICATIONS
No 79043
STATE OF
+++�'•,CORip
DAVID E. MORIN, P.E. FL.
DATE: 8/21/18
HORIZ. SCALE: NA
VERT. SCALE: NA
JOB No. 17-007
SHEET 10 of 10