HomeMy WebLinkAboutSITE PLANI '�
'EXISTING
FIRE HYDRANT
cj�
::E
189'
EXISTING 8"
WATER MAIN W
FIT
GRAPHIC SCALE
0 0 10 20 40 8
IN FEET
I inch = 20 ft.
PROPOSED SITE DATA
COMPONENT ACRES SO FT. % OF SITE
PROPOSED
BUILDING 0.14 5,933 6.5
PROPOSED
PAVING 0.23 10,037 21.9
w,
W
W
INDUSTRIAL 27TH STREET
EXISTING.
AQDWAI T (80' R/W)
PROPOSED
1 " WATER
3: SERVICE PROPOSED SIGN
PROPOSED �D PROPOSED 2',,,,�IN WALL NOO ' 47'10" W
EXISTING 4" R 366,00'
FORCE MAIN-\ 5' CONC WALK STOP BAR & PROPOSED
FM FM FM STOP SIGN 6' CIL FENCE (OVERALL)
IB3.00 S
R/W LINE </
F:PR OPO SI\El D _F7A
�r �
PROPOSED :!L�j = = = = = � T�7 I\ Tj n A �R
ME
\-ST LU CIE
CO, AIRPORT-)
ST LUCIE BLVD Li
Li
27.. DETENTION AREA
FM-
(YPOSED 6� 1
WALL
\-PROPOSED 59.33'
CBS
PROPOSED
2" FM PROPOSED
4(TYP)
GAT
PUMP STATION
< U)
16" PINE*
<
_WS
" I
<
PROPOSED
<Icn
Ld
5933 SF ---
-0
�0'
'00 1-STORY 0
a_ T
_,cn
<
BUILDING CD
Di
<
19" PI�E
26'
PROPOSED
<
(TYP) <'
Z
5' CONC WALK I \ \ �' \ \ \ \ \
PROPOSED LOADING ZONE
misc. 0.03 1,336 2.9 LOCATION MAP
POND 0.05 2,201 2.4 NOT TO SCALE
<; PROPOSED CONC.
IMPERVIOUS 0.40 17,306 37,7 (1+2+3 ABOVE) 23" PINE 0 DRIVE AND�PARKING
OPEN SPACE 0.65 28,627 62.3 <'
TOTAL SITE AREA 1.05 45,933 100.0 11 16" PINE* ZL <'
13.5
10,0 (AUSTRALIAN)
GENERAL NOTES 59 3 3'
1, PROJECT NAME: DOYLE PROPERTIES, LLC INDUSTRIAL 27TH STREET - CD -0
p 0
2. LOCATION: SECTION 29, TOWNSHIP 34 SOUTH, RANGE 40 EAST m 1 11 PROPOSED
FORT PIERCE, FLORIDA P L-n DUMPSTER
.00
00 ENCLOSURE LOT 8
3. OWNER: DOYLE PROPERTIES, LLC
P.O. BOX 12339
FORT PIERCE, FLORIDA 34979
LOT 9 </
4. APPLICANT DOYLE PROPERTIES, LLC j, PROPOS - E D CONC.
P.O. BOX 12339 (F I
FbRT PIERCE, FLORIDA 34979 -QUIPMENT/VEHICILE/
-,MAT§RIAL, STORAGE-)
5. ENGINEER: ATLANTIC CIVIL ENGINEERING, INC. PROPOSED- 50',
PROPOSED
2552 PETERS ROAD SUITE D IRRIGATION -
FORT PIERCE, FLORIDA 34945 WELL 0 PROPOSED SILT
PHONE: (772) 398-1520 PROPOSED--'� 4 FENCE AND
8' OPAQUE I N LIMITS OF CLEARIN(
6. SURVEYOR: LAVENTURE & ASSOCIATES, INC, FENCE OR WALL I Q
2552 PETERS ROAD u I I r- u -s
FORT PIERCE, FLORIDA 34945 S
PHONE: (772) 398-6430
7. DESCRIPTION: LOT 8, AIRPORT INDUSTRIAL PARK UNIT ONE REPLAT, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 20, PAGE 3, OF THE PUBLIC RECORDS OF El L
ST. LUCIE COUNTY, FLORIDA. 10 --)1, 1 50' NATIVE
S E TL� A: -1, VEGETATION BUFFER
�nACT --1 - -- -
UVVINE F-,: I r\ L /� j �' F\ L-
- - - -
PINE
- - - - - - -
FOOD BANK,INC.
--4---16"
'M7(AUSTRALIAN)
EXISTING ZONING: IL
3' 13 L D G
8.
PARCEL ID NO:
1429-502-0008-0007
LAND USE:IND
s E TE3,A,-
9.
TYPE OF PROJECT:
MASONRY CONSTRUCTION OFFICE
183.00'
10,
PROJECT SIZE:
45,933 SO FT. (1.06 ACRES) GROSS AREA
\��PROPOSED
LOT 11
6' CIL FENCE
11.
BUILDING SIZE:
5,933 SO FT. (0.14 ACRES)
LOT 10
OWNER: JOHN LANGELI ET AL
EXISTING ZONING: IL
12.
FUTURE LAND USE:
IND (INDUSTRIAL)
LAND USE:IND
IN ni I C7DI A I /Q T I I (-I P COLIN TY)
13. EXISTING LUNIN U: IL �L-I�n I
14. FLOOD ZONE: ZONE X
15. PARKING: REQUIRED 8 SPACES
PROVIDED 8 SPACES
16. DEVELOPMENT BEGIN CONSTRUCTION: APRIL, 2018
SCHEDULE: CONSTRUCTION TO BE COMPLETED: 180 DAYS
17. UTILITY SERVICE:
WATER SERVICE FORT PIERCE UTILITIES AUTHORITY
SEWER SERVICE FORT PIERCE UTILITIES AUTHORITY
18, SITE I DRAINAGE: THE STORMWATER MANAGEMENT SYSTEMS WILL CONSIST OF DETENTION AREAS WITH
AN OUTFALL TO THE ROADSIDE SWALE AND WILL BE DESIGNED PER ST. LUCIE
COUNTY AND SOUTH FLORIDA WATER MANAGEMENT DISTRICT CRITERIA.
PARKING DATA
USE I ITE CODE RATE(PER 1,000 SF) SF
SPACES
OFFICE
701
2.84
1987
(5.64)
6
SPACES
WAREHOUSING
150
0.50
3946
(1.97)
2
SPACES
TOTAL
M Q
TE
Ld
CD -
0 CD 1
-C, P 1
P L-0 I
0) CN
00
z
8 SPACES
REVISION S- By DATE
PLAN
A -'TIE
DOYLE PROP] ' R
S LLC
71 5 B I D G
SETBACK
SOO*47'1 O"E
EXISTING 8"
WATER MAIN
182' - =
FIRE HYDRANT
W-
DRIVEWAY
- WITHIN R/W TO
BE CONSTRUCTED
WITH PHASE 1
5'
.00, R/W LINE
LOT 7
'10' BLDC LOT 6
--TBACK
C
OWNER: TONAKI, LLC
EXISTING ZONING: IL
>1< LAND USE: IND
x- 183.00' X - - - - - - -
366.00' LOT 12 LOT 13
(OVERALL) OWNER: WARREN HEIM CORP.
EXISTING ZONING: !L
LAND USE:iND
TRAFFIC STATEMENT
ITE LAND USE GENERAL LIGHT INDUSTRIAL �X = 40 EMPLOYEES AVG.)
DAILY TRIP GENERATION T = 2.95 (X) + 30.57 149 TRIPS
AF-IRLPTV
AM PEAK TRIP GENERATION T = 0.27 (X) + 70.47 82 TRIPS (68/IN AND 14/OUT) Cm m
PM PEAK TRIP GENERATION T = 0.29 (X) + 58.03 70 TRIPS (15/IN AND 55/OUT)
BY
DATE
DRAWN
JOE M
10/24/17
DESIGNED
RCL
11/10/17
CHECKED
RCL
11113117
QA/OC
RML
11/14/17_
SURVEY IREF.
DRAWING NAME
i�.m66
201 7-m§
I
SITE -PLAN
DATE: 3/23/18 J013 No. 2017-0109
ATLANTIC CIVIL ENGINEERING, INC. HORIZ SCALE: 1"=20' -
SHEET 2
OF 8
CONSULTING ENGINEERS VERT SCALE: N/A
41
2552 PETERS ROAD SUITE D
3"
FORT PIERCE, FLORIDA 34945
(772) 398-1520 PHONE (772) 398-1521 FAX
CERTIFICATE OF AUTHORIZATION #32020 1
EXISTING 8" EXISTING
WATER MAIN FIRE HYDRANT
------------ - -------- W ---------------------------- \ - ------- - ----- w ----------------------------------------- -- ----- w ----------------
-------------------------------- W, - ------------------------------- -------- w ----------------- ----------------------------------------------------- w ----------------------------------------------------------------------------------- W -------------------------------------------------
F__�� --------- L I -
PROJECT BENCHMARK
FND PKID 2391
_T' EL=17.06 (NAVD 1988) ON �� 1.
INDUSTRIAL 27TH !STREET - - - - - - - - - - - ------ I - - - - - - - C
- - - - - - - - - - 70-N-ST. MATCH X. ASPHALT -- CONC.
MATCH EX. ASPH�� CONC HEADER
HEADER
CURB
CONST 47 L F PROP, M,E.S.
CONST. 14 L.F.
PROP. M.E.S.
INV, 15,10 LL
CONST, 47 L.F.
OF 14" x 23"
rr�url VI.F.3.
INV. 15.05
INV
PROP. V,E.S. INV. 14.95
1 E S OFF 14" x 23"
15 00_--�
INV. 15.00 R.C.P. @ 0.05%
C P @ 0 "5'.
i
OF 15" R.C.P' &
=
SD-4
M. E. S.
PROPOSED
R.C.P. @ 0.05%
CONST,
15" R.C.P \zo
x
15.20 '\ '
- - - - - - - -
INV.
5' C-ON C�K_ -
-----------------
MA\bl
--------------
INV.
16.00
7
A 'N�
-
v_X_
N6, R/W LINE
NOO'47'1 0"W
A
00'
1 �82 0 1LLOI/
1=8 2OX=
17
SD-5 7.. Z PRO .0 D
CONTROL DRY D AREA
PR 'No
DRY D E &I fO AREA 11 -
STRUCTURE 7.0
SEE DETAIL </
SHT. 5 OF 7 4 4 CONST. 54 L. F
SD-2 OF 15" R C P
CONST. 15" R.C.P_// 59.3 17' �7j @ 0.0 %
M. E. S. SD-3
CONST. 15" R.C.P 18.. 0
INV, = 16,25 19; 72
CONST. 145 L.F.
OF 15" R.C.P.
@ 0.24%
LOT 9
(VACANT)
0-0
5
Ln
00
0
PROPOSED
DUMPSTER
SD_l ENCLOSURE
CONST. 15" R.C.P
M. E. S.
INV. = 16.60
------------
LOT 10
FFE=17.67
M. E. S.
INV. = 16.00
19.2 </ </
<
</
OFFICE
</
-------------
----------------------
----
20
'CD
WAREHOUSE
0
0
14� <1
41
0
6
6
�72
0
19. 2 </
</
Z�
PROPOSED
</
1
4
5' CONC
WALK
PROPOSED
5933 SF
A
<1 4�,
</ RROPOS D 15 X 30''
A
1-STORY
LOADING</ZONE
BUILDING
<i r\l\r�
F.F.E. = 19 50'
4� </
</ LO T 8 <
�19 4-2
N
59.33'
D =CURB </
19.42
19. Q
TYP)
(TYP)
</
If.5b,
4�
Z�
Op OSED CONIC.
DRWE AND p AI�I�ING
</
THICK)
,(6"
<1
</ 41
/C </ 1 .50
1&
<18.50
z
6.2
PERIMETER
BERM
MIN. ELEV.
18 15
161.4
�A - , . , . I
-� PROPOS��D CONC.'
(,EdUj,I3MENT/VETI
X91RAGE-)
�MA7�RIAL_,, 9 1,
;plf. 2�
16.8 17�O 16.8
-- ------------------------------
50' NATIVE
VEGETATION BUFFER
PERIMETER
BERM
MIN. ELEV,
18. 15
-PROPOSED
6' CL FENCE
IYAW60
LOT 11
FFE=18.77
SOO-47'10"E
366.00'
(OVERALL)
PAVING, GRADING
AND DRAINAGE PLAN
DOYLE PROPERTIES, LLC
b �'z
'0�y
LOT 7
183.00'
LOT 12
FFE=19.16
-PROPOSED
6' CIL FENCE
Ld
CD
P L-n
0) N
co
z
LOT 6
(VACANT)
----------------------
LOT 13
FFE=18.21
R E V I S 1 0 N S BY DATE BY DATE
DRAWN JOE M 10/24/17
DESIGNED RCL 11/10/17
CHEC�ED RCL 11/13/17
QA/QC RML 4/4/18_
... SURVEY REF, IDRAWING NAME
.. . . . ........... .. . 17,3066 mi 1--di bg
GRAPHIC SCALE
20 0 10 20 40
IVA]
( IN FEET )
1 inch = 20 ft.
71
z
STORMWATER MANAGEMENT CRITERIA SUMMARY (1988 NAVID
LOT #8
CONTROL ELEVATION 15�00
MINIMUM ROAD CROWN EL. 17.73(0.44 C.F.S.)
10 YEAR - 1DAY STORM
6.5 INCHES RAINFALL
MINIMUM PERIMETER EL. 18.15(0.79 C.F.S.)
25 YEAR - 3 DAY STORM
10.8 INCHES RAINFALL
MINIMUM FINISHED FLOOR EL, 19.50(19.15)
100 YR, 3 DAY, 0 DISCHARGE
12.911 INCHES RAINFALL
EXISTING ELEVATIONS
8.2,0/ PROPOSED ELEVATIONS
ATLANTIC CIVIL ENGINEERING, INC.
CONSULTINC ENGINEERS
2552 PETERS ROAD SUITE D
FORT PIERCE, FLORIDA 34945
(772) 398-1520 PHONE (772) 398-1521 FAX
CERTIFICATE OF AUTHORIZATION #32020
DATE: 3/23/18
HORIZ SCALE: 1"=20'
VERT SCAUF- N/A
ARID M.
JOB No, 2017-0109
OB
SHEET 3 OF 8
Cr
'EXISTING
FIRE HYDRANT
a
N
FT]
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch — 20 ft.
189'
182'----
CONSTRUCT 1"
EXISTING 8"
DOUBLE STRAP SADDLE
WATER MAIN
FIRE HYDRANT
EXISTING 8"
& I" CORP STOP
W_ —W
WATER MAIN
W_
W
z
V)
3;:
27TH STREET -
- - - - - - - - - - -
- - - - -
EXISTING
ASPHALT
-INDUSTRIAL
(80' R/W)
CONSTRUCT
P ROPOSED SIGN
D RIVEWAY
CONSTRUCT 2"
DOUBLE STRAP SADDLE
138 LF OF
ILL V) 1" P.E. WATER
3:
IN WALL
CONSTRUCT
WITHIN R/W TO
& 2" CORP STOP
ONSTRUCT SERVICE
70 LF OF 6"
N00-47'I 0"W
BE CONSTRUCTED
so
EXISTING 4"
PROPOSED
1 BFP W/ PROPOSED
Ic
PVC GRAVITY
366.00'
WITH PHASE 1
FORCE MAIN
h 5' CONIC WALK
5/8" METER STOP BAR &
STOP SIGN
((4 1/8" PER FOOT)
(OVERALL)
FM FM-
11 FM
SERVICE (LOT 7)
(CAP ENU)
x
—
183.00'
R/W LINE
R/W LINE
X
A_x
— ss
183.00'
</
CONSTRUCT"�
LF OF
PROPOSED
Z-�
PROPOSEDA---�
115
27. DETENTION AREA
DETENTIO N REA
2" PVC FM
ONS RUCT
2
>1
CONSTRUCT-\
45' BEND </
2"
FM 17m
— — ___7
—
—
OSED
PROPOSED 5 9_3 3'
CBS WALL
PROPOSED
CONSTRUCT_,__�
2" FM PROPOSED
26'
1�kTYP)
GAT
2" PVC FM
UNDER 15" RCP W/
PUMP STATION
CONSTRUCT
\��PROPOSED
12" MIN. SEPARATION
CONSTRUCT
CLEANOUT (7YP)
28 LF OF 6"
6' CIL FENCE
PVC GRAVITY
SERVICE
WS
<
20' < n
o.
En
>
CD 0
0 CD
Z� <
PROPOSED �,
� I Y�-) I
5' CONC WALK:\
LOADING ZONE </
PROPOSED
5933 SF
PROPOS D CON C.
1—STORY
BUILDING
3.5
10. 0
0
59.33,
0 -C)
00
Ln
1
0
4�</
0 U-)
>
\y
00
P, Ln
J,
PROPOSED
jz
)
DJMPSTER
00
1 00 <
ENCLOSURE
LOT 8
LOT 7
Cn
LOT 9
< </
LOT 6
A PROPOSED CONC.
TF,
(EQUIPMENT/VEHICIL�/
MAT I A L 8TOR AGE-)
50',
0 PROPOSED
><
4 IRRIGATION
C\� WELL
lo, B--
SETB�ALI\
C
C
50' NATIVE
OWNER: TONAKI, LLC
VEGETATION BUFFER
EXISTING
ZONING: IL
OWNER: TREASURE COAST
---- —
— — — — —
— — — — — —
— — — —
LAND
USE: IND
FOOD BANK, INC.
EXISTING ZONING: IL
_) RI In -
LAND USE:IND
183.00'
X
— — —
— — — —
X
SOO*47'10"E
,-PROPOSED
LOT 11
366.00'
LOT 12
LOT
13
6' CIL FENCE
(OVERALL)
LOT 10
OWNER: JOHN LANGEL, ET AL
OWNER: WARREN HEIM CORP.
EXISTING ZONING: IL
EXISTING ZONING: IL
LAND USE:IND
LAND USE: IND
R E V I S 1 0 IN S BY DATE
UTILITY PLAN
DOYLE PRI16OPEIRTIES, LLC
BY
DATE
DRAWN
JOE A
10/24/17
DESIGNED
RCL
1 1/10/17
CHECKED
RCL
11/13/17
OA/QC
RML
4/4/18
SURVEY REF,
IDRAWING NAME
17.3006
2017-0109
SITE -PLAN
ATLANTIC CIVIL ENGINEERING, INC.
CONSULTING ENGINEERS
2552 PETERS ROAD SUITE D
FORT PIERCE, FLORIDA 34945
(772) 398-1520 PHONE (772) 398-1521 FAX
CERTIFICATE OF AUTHORIZATION #32020
DATE: 3/23/18 1 JOB No. 20170109
HORIZ SCALE: 1'=- �20'::j SHEE I T -
N � 4 OF 8
VERT SCAI F A 11
CHARD V. LAVYKO _W P.E. No. 34288 DATE
JJ
0, Rwnd Clerneld
"Y
It
CI; f. Sleb, 3' 0, �J'Tftldk, I �
R=adWIM WWF SAS-Wl.401,4 500�
____ �, f /� — I
TOP VIEW -SINGLE PIPE
3 1 iA , Ike
0 p r al
E g. lk For led
cnrc,et'
Pipe
51d, DIW
z/z
L: ...-
J�lnj -4 111k
B, The EnII 5150
*5I.A., h4 Mile,, T. ��P�. F., ffp.s 18" And 5.1101.
hi? r Idea 24 And LaMer.
)r �P. 0,N.0 S'IPIPV To Be Invaded Under Unll P000 F11 Uttered End Seeflen) 42 Td f Pl,. F�, P?R*A 0' And Smehe,
SEC TION hl FAr PIPeA 24" And Larger.
15 R.C.P. MITERED END SECTION
1 12"
PAVEMENT
SECTION �
1 1/2"R BASE
A
SUBGRADE
#4 BARS CONT. J
NOTE: ALL CURBS TO BE SAWOUT
0 5' INTERVALS,
12" HEADER CURB
TOP OF BERM
EL.= 18.15 MIN,
EXISTING GRAD 3:1 3:1
MAX, MAX.
MINIMUM PERIMETER BERM
TOP EL,= 17.0-
TOP EL.= 1&00
Do EL.= 17.0-18.15
`-� BOTTOM EL.= VARIES 16.0-17.0
TYPICAL SWALE SECTION
IES (SEE PLAN
41 PROPOSED sOD
MAX. MAX.
DRY DETENTION SECTION
TCP EL.= 18.00
USF Frame and Grate as
Indicated, For Traffic Areas
use USF 4155-6209. For
Non -Traffic Areas use USE
W/ -;,Bar -Can't, 6210. 2 1/2"x2 1/2"x1/4" Angle
w/ 3/16"xl"x6" Anchor
Welded 0 6" O.C�
Grout min 18"
if
Precast Pavement &
3,-1 Backfill
d 4, 1
P PE SIZE TYPE AND
INVERT AS INDICATED
ON PLAN SHEETS
1T T
SUMP�
.117
8" Concrete w/ No.
NOTES: 4 Bare At 12" 0 C�
1. Construct Type "C" Inlet per FDOT Index #232.
TYPICAL TYPE "C" INLET
R=2'
Type "D"
Curb
NOTES:
�. Use 3,000 P,S,I. concrete at 28 days for construction,
2. Subgrade to extend an additional 6" beyond Type 'D" Curb.
3. Type "D" Curb to be constructed in accordance with FDOT Index #300.
TYPE I'D" CURB
VARIES
Provide 1/8" to 1/4" contraction
/joints at 5' centers (max),
'Compact Subgrade to 98%
of the Maximum Density as
Determined by AASHTO T-99
NOTES:
1. Use 3,000 P.S.I. Concrete At 28 Days for sidewalk construction.
4 THICK SIDEWALK DETAIL
Backfill For Storm Sewer To Be Uniformly Deposited
and Compacted In Accordance With FDOT Standard
Specifications Section 125-83 Latest Edition
12" --�IP20D� 2"
Desig r Grade
rSide Slop 'e To Be No
F[atter Than Necessary
To stall
To I Pipe
Shope To Receive Bell For R.C.P.
1/2 Pipe Diameter For C.A.P.
STORM PIPE BEDDING DETAIL
20' 26'
PARKING TRAVEL
77 MIN
F-
TYPICAL PAVEMENT DETAIL
(1) CONSTRUCT 6" THICK CONCRETE (3,000 PSI MIN.)
W/ FIBREMESH 0 1/5 LB PER CY
12" STABILIZED SUBGRADE (COMPACTED
MIN. 98% OF AASHTO T-180) (LBR 40 MIN.)
SECTION A -A, TYPICAL PAVEMENT SECTION
PAVING, GRADING, AND DRAINAGE
DETAILS
DOYLE PROPERTIES
FILTER FABRIC TO EXTEND
8" MiN. FROM GRATE SIDES
I
PREDOMINATE FLOW,
4" L PARKING
STALL
_"""�IWHEEL STOP 7
PLAN
#4 BAR
#4 DOWEL FOR ANCHORING-\ 5 1 -8" LONG
2 REQUIRED
7"
L
4P-C)" 1.-0.
5P_0P,
FRONT ELEVATION SECTION
PRECAST CONCRETE WHEEL STOP
METAL INLET GRATE
FILTER FABRIC
TI CONTINUE
UNDER ENTIRE
GRATE,
"A
4,
4
PICTORIAL VIEW
GENERAL NOTES
1. THIS INLET IS DESIGNED WITH FILTER FABRIC PROTRUDING 8" FROM SIDES FOR
GRIPPING WHEN SEDIMENT NEEDS TO CLEARED AFTER FINAL CONSTRUCTION.
2. FILTER FABRIC TO BE INSTALLED AND TRIMMED BEFORE GRATE IS INSET.
FILTER FABRIC DETAIL
EDGE OF PAVEMENT
24" STOP BAR
PAINT
4't6 30'
MAXIMUM
6' to 12'
24"x24" TYPICAL — S P
UNLESS OTHERWISE
NOTED I 6'tol 2
TYPICAL STOP SIGN LOCATION DETAIL
5 1/2
4"
SYMBOL SHALL BE PAINTED
WITH WHITE PAINT AND TO
THE DIMENSIONS SHOWN
HANDICAP SYMBOL
PAINT DETAIL
R
E
V I
S 1
0
N
S
BY
DATE
BY
DATE
DRAWN
JOE M
10/27/17
DESIGNUD
PC
1 0/20/17
CHECKED
RCL
I 1 /03/17
QA/QC
RML
4/04/18
SURVEY REF.
NAME
17 3006
�DRAWING
2016-ID�
HANDICAP S111 BLUE
WHEEL STOP
WHEEL STOP
BLUE\ BLUE BLQe BLUE
L=�j
FTP 25 WHITE
NOTES:
1. TOP PORTION OF FTP 25 & 26
SHALL HAVE A REFLECTIVE BLUE
BACKGROUND WITH WHITE REFLECTIVE
SYMBOL AND BORDER. BLUE
2� BOTTOM PORTION SHALL HAVE A
REFLECTIVE WHITE BACKGROUND W TH
BLACK OPAQUE LEGEND AND BORDER.
3. FTP 25 & 26 MAY BE FABRICATED ON
ONE PANEL OR TWO, r
4. FTP 25 IS FOR USE IN AREAS WHERE BLUE/� BLUE
SPACE IS LIMITED.
5. PLEASE REFER TO FDOT INDEXES #17346 AND #17355
FOR THE LATEST HANDICAP PERMANENT MARKINGS
AND HANDICAP SIGN DETAILS.
HANDICAP SPACE DETAIL
FTP-26
WHITE ON BLUE
PARKING BY BLACK ON WHITE
FILTER FABRIC TO EXTEND DISABLED 1,-� W/ 1 1/2 " LETTERS
I" 1 10
ROM GRA7 SIDES PERMIT
DRY DETENTION BOTTOM
EILEV� = 16�O
ONLY
BLACK ON WHITE
250 FINE
S, 318,14
7-
12' MIN, FTP=55
A
POST
4, , 4
IN 4-
L -.4
"12�
HANDICAP
PARKING SIGN
PLAN VIEW
4 " YlEIR WALL
INLET TOP T.0 N. EL = 8.15
ELEVATION 19 DO —
TOP AEIR
ELEVATION 18 15 —
M
'HIGH "DE WEIR ELEV.
70112.1.-Mi _ELEVATON 17.50
DRYVIDEIIENITIO� BOTTOM
ELE 60 12'
I OPENING,
V'RC I 5"ROP
'. D'
EILIEEIEA� PIPE INVERT
ELEV 15 20
STRUCWRE
--BOTTOM MUEV. 15.0 CONST. 3" DIA. —
BLEEDER 0
EL-15.4
SECTION A -A
SECTION B-8
CONTROL STRUCTURE DETAIL
ATLANTIC CIVIL ENGINEERING, INC.
CONSULTING ENGINEERS
2552 PETERS ROAD SUITE !D
FORT PIERCE, FLORIDA 34945
(772) 398-1520 PHONE (772) 398-1521 FAX
CERTIFICATE OF AUTHORIZATION #32020
mommommommo� -
MODIFIED
`r(PE 'C"
INLET
DETENTON
EL = 16.0
DATE: 3/23/18 111JOS No,2017-01091
HORIZ SCALE: 1"--40' SHEET 5 OF 8
VERT SCALE- N/A I
11i
Ille"
I
MAIGNEVC WIRE AFF?XED BY
IDENTIFICATION TAPE
(TYP-)
POLYETHYLENE
TUBING SERVICE
EXISTING
WATER MAIN
CORPOR47TON
DRY —CON-,, I —STOP
CONNECTMOR
L
�THHN WINE
N APE
T
ROL ME
TU91NO SE C
ISIING
WATER N
0 Z To
R Rlk7 N
I.
STAINLESS STEEL
DOUBLE AFMAP
SERVICE SlIDDLE
" ROME ME ME" Box
r sox
04" "Rg M
NY CONTRACTOR
FINISHED GRAVE
METING SEE NOTE #1 MjINTO E INST
WATER ANN
LOCKABLE METER VALVE
7ON STOP (NOTE 5) COURS STOP
COR10IM4101 FORD PART I 841—XXXK-0)
774NN WINE WITH ONE SHOT LOCK
(STERLING SECURITY SYSTEM
STAINLESS STEEL DOUBLE dR-05)
STRAP SEROCE SADDLE
Bj2ys.. W17H I.P. THREAD
1. BLUE 10 GAUGE THHN WIRE SHALL BE ATIACHED TO THE SERME LINE,
2 WHERE SERVICES UNDER PAVEMENT ARE REQUIRED THE POLYETHYLENE TUBING SHALL BE
INSIXLLED WITHIN SCHEDULE 40 Pvc CASING PIPE.
J. I - & 314 - METER SIZES SHALL REQUIRE A LOCK48LE METER VALVE. (CURB STOP)
4. MINIMUM COVER IN UNPAVED AREAS SHALL HE 30, IN FAVIED AREAS OR PLANNED R040WAYS OR
SHALES MIN. COVER SNAU BE 36'.
S. MR 2' COMMERCAL SERVICE INSTALLATIONS, FPUA WILL INSTALL ABOVE GROUND METER PER
DE?XJL W&
TYPIr,4L SINGLE WATER SERVICE CONNEC770
(N. T. S.)
TYFICAL SINGLE WATER
SERVICE CONNEI W-2
WA�W��
Fr PIERCE VMJW AUTHORITY
wm S� - "T"Y
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Now
WATER SERVICE DETAIL
SEE N07E /5
PIPELINE
PLAN
VIEW
SwRvr
VCR PIPE
PVC UNKA
in
PYPAUNE
PROFILE
VIEW
TYPICAL 4" OR
6' WASTEWATER
SERVICE
- 0200 AMRI
OWE AOHHNf
O)'Rlak)
Raw `sEXL.mV OR INsEprA—im
WASTEWATER PIPE &ADDLE OR
APPROVIED EQUAL
NO
INSERTA—TEE'S ARE NOT TO BE USED DURING NEW CONSTRUCTION.
%#fNrA—TEES ARE ONLY APPROVED FOR INSTALLATION ON 24' AND
OCR SEW MAINS.
1) RQAAAO SADDLE SHALL BE USED AS A TEMPLATE FOR DETERMINING HOLE
0129 AND LOCATION.
4) 0200 MARINE GRADE ADHESIVE SHALL HE USED TO SE& ROM14C GASKET
TO UNIX
5) SIAL EXPOSED LINER TO VCR WTTH HYDRAULIC CEMENT
6) ENSURE TO FOLD STRAP BACK AGAINST ITSELF PLACING FREE' END
REFWM STRAP AND PIPE ON SMALL PIPF, IT MAY BE NECESSARY TO
FOLD END TWICE.
WASTEWATER SEROCE DETAI
(FOR UNED SEWER AMIN
(N.T.S.)
WASTEWATER SERVICE DETAIL
2 112' RIA.C. SIX BAD W W/ 3/,s'
OUTLET OR APPROM 1I
314- P.Vr SM 40
p p A� OR COPPER
FIRE "PANT BRALL \
VALVE
0
FIORD CURB S70P
7
7/77'"
I' POLYE7HYLEPE
SERVICE LINE
NOTE
PLEASE REFER TO FORT PIERCE UTiLTiES STANDARD SEPARATION STATEMENT FOR
WATER / SEWER CONFLICTS,
UTILITY CROSSING DETAIL
N.TS.
�)T/L/TY CROSSING DETAIL M-5
rob WAMS60STE�TERIGAS ENCINEERING
_j p 2,X)602 DKI
.+1 F
LJw
'A"AF— $NEU, j—
lic PQIQ i
UTILITY CROSSING DETAIL
FINISH GRADE
SEE NOTE NO. 5
12"
INITIAL BACKFILL
EMSEOMEA
SPRING
MATERIAL
LINE
HAUNCHING 11
OF
PIPE
BEDDING,,"' MIN
IF RE IRED
FOUNDATION ji
(MAY NOT HE
REQUIRED)
BACKFILLING REQUIREA,IF'NITS
MTS
NOTES:
1) IN CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED.
2) BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRACE,
BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL
SUPPORT UNDER THE PIPE.
3) HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGUNE OF THE PIPE,
MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE
ADEQUATE SIDE SUPPORT.
4) INITIAL SACKFILL MATERIAL SHALL BE HAND PLACED TO 12" ABOVE THE TOP OF
PIPE, THE SOIL SHALL BE COMPACTED TO 1007 MAX, DENSITY,(AASHTO T-99)
5) BACKFILL SHALL BE COMPACTED TO 100% OF MAX. DENS17Y AS PER AASHTO T-99,
TO A POINT 30" BELOW PROPOSED PROFILE GRADE OR EXISTING GRADE, THE FINAL
30" OF OACKFILL SHALL BE COMPACTED TO 98% OF MAX. DENSITY AS PER AI
T= 160.
6) DENSITY TEST SHALL BE PERFORMED AT AREAS DETERMINED BY THE OTILITIES
ENGINEER OR PERMIT AGENCY HAVING JURISDICTION, AT THE CONTRACTORS EXPENSE,
7) CONTRACTOR TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL TRENCH SAFETY
REGULATIONS.
STANDARD SEPARATION STATEMENT FOR
WATER / SEWER CONFLICTS
1. SANITARY SEWER, FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER
POSSIBLE, SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID
TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 6 INCHES, PREFERABLY 12 INCHES BETWEEN THE INVERT OF THE
UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHEN ABOVE, AND AT LEAST 12 INCHES OF SEPARATION WHEN
THE WATER MAIN IS BELOW
WHERE SANITARY SEWER, FORCE MAINS, STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN a INCHES
VERTICAL SEPARATION, BOTH THE SEWER AND WATER MAIN $HALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP)
CENTERED ON THE CROSSING, (DIP 19 NOT REQUIRED FOR STORM SEWERIII SUFFICIENT LENGTHS OF DIP MUST
BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ONTS, ALL JOINTS ON THE WATER
MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED,
&L CROSSINGS SHALL BE ARRANGED 50 THAT THE SEWER PIPE JOINTS AND WATER MAIN PIPE JOINTS ARE
COUIOISTANT FROM THE POINT OF GROSSING PIPES CENTERED ON THE CROSSIN06 AT SUCH CROSSINGS PIPES
§HA4=L 99 ARRANGED 50 THAT ALL WATER MAiN JOINTS ARE AT LEAST THREE Fff FROM ALI- 40INTS IN
VACLI SANITARY SEWERS, STORM SEWER% §TORMWATRR FORCE MAINS, OR PIPELINIIA; CONVEYING
RIECLoMMED WATER REGULATING UNDER PART III OF CHARTER 62-510, FAO,� AND AT LEAST SIX FEET FROM ALL
JOINTS IN GRAVITY OR PRIESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAIN% OR PIPELINES CONVEYING
RECLAIMED WATER NOT REGULATED UNDER PART III OF CHARTER 52=010, F*C�
WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 6 INCHES VERTICAL CLEARANCE, THE NEW
PIPE IIHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND NEW PIPES SHALL BE ARRANGED To MEET
THE CROSSING REQUIREMENTS ABOVE,
2 A MINIMUM 3=FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN A& TYPE OF STORM SEWER AND
WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE,
A MINIMUM 3—FOOT� AND PREFERABLE 10=FOQT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN
YACUUM TYPE SANITARY SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER P05910LE.
A MINIMUM 10—FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN "ONSITE SEWAGE TREATMENT AND
DISPOSAL SYSTEM" AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE,
A MINIMUM 6—FOOT, AND PREFIERABLE IO=FGGT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN GRAVITY
OR PRESSURE TYPE SANITARY SEWER, WAOTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER AND
WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. THE MINIMUM HORIZONTAL SEPARATION DISTANCE
BETWEEN WATER MAINS AND ORAVITY—TYPE SANITARY SEWERS SHALL BE REDUCED TO 3 FOOT WHERE THE BOTTOM
OF THE WATER MAIN 15 LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER
IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10—FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST
BE LAID IN A SEPARATE TRENCH OR ON A UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR
FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST a INCHES ABOVE THE
TOP OF THE SEWER,
WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 8 INCHES IN PARALLEL INSTALLATIONS. THE
WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED Or
DIP (EXCEPT STORM SEWER) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES, THE WATER MAIN SHOULD ALWAYS
BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS
ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
3 ALL DIP SHALL BE PRESSURE CLASS 250 MIN_ ADEQUATE PROTECTIVE MEASURES AGAINST CORROSiON SHALL
BE USED AS DETERMINED BY THE DESIGN ENGINEER.
STANDARD SEPARATION STATEMENT
LIMIT OF UTILITIES
AUTHORITY INSTALLATION
PLAN
TEE FOR TESTING NIPPLE
W WATER METER APPROVED BACKFLOW
A TER El?, ASSEMBLY
6" NIPPLE 6" NIPPLE
90' ELBOW--_,,� 90' ELBOW
2" LOCKABLE 2" CORPORATION
CORPORATION
2 LOCKIN
" LOCKING 29
I
TEST PORT METER FLANGE
CURB STOP TEST PORT
� FINISHED GRADE
PRonLE
2 " COPPER _�,
SERVICE PIPE
NOTES
1 LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE
COUNTY ORDINANCE. NO PLANTS OR TREES WITHIN 18" AROUND
METER OR BACKFLOW NO SOLDER JOINTS,
2, ASSEMBLY TO BE 29" FROM FINISH GRADE TO CENTERLINE OF THE
FLANGED 90' SENO�
WATER METERIBACKFLOW EREVENtM ASSLMaY
DOMESTIC SERVICE =A4MFRQAj
(A(,T.§,)
BACKFILLING REQUIREMENTS WATER METER/BACKFLOW PREVENTER
BACTERIOLOGICAL SAMPLING POINT ASSEMBLY DOMESTIC SERVICE (COMMERCIAL)
WATER AND SEWER DETAILS
DOYLE PROPF LLC
.RTIES,
R
E
V I
S
1 0
N
S —
BY
DATE
BY
DATE
DRAWN,
JOE, M
10�217/17
DESIGNED.
R. C.L.
1 0/?O/l 7
CHECKED
RCL
11/03/17
QA/QC
RML
4/04/18
SURVEY REI
DRAWING NAME
17 3006
2016-0034-POD
ATLANTIC CIVIL ENGINEERING, INC
CONSULTING ENGINEERS
2552 PETERS ROAD SUITE D
FORT PIERCE, FLORIDA 34945
(772) 398-1520 PHONE (772)398-1521 FAX
CERTIFICATE OF AUTHORIZATION #32020
DATE: 3/23/18
HORIZ SCALE: 1"-4F�
RICHARD M
JOB No,2017-0109
SHEET 6 OF 8
VA
#34288 ATE
I
NEMA 3R TYPE 304SS DUPLEX ELECTRICAL CONTROL
PANEL TO INCLUDE EMERGENCY GENERATOR RECEPTACLE,
LIGHTNING ARRESTOR, SURGE ARRESTOR, MAIN BREAKER,
EMERGENCY BREAKER, PUMP BREAKERS, MOTOR STARTERS
WITH THERMAL OVERLOAD PROTECTION, HIGH WATER ALARM
LIGHT WITH HORN, SILENCE AND TEST, HOA SWITCHES,
RUN LIGHTS, NON—RESETTABLE ELAPSED TIME METERS,
AND DUPLEX ALTERNATIING CONTROL SEQUENCE AS A MINIMUM.
BOTTOM OF CONTROL PANEL TO BE MOUNTED AT/ABOVE
100 YEAR FLOOD ELEVATION
PANEL TO MANUFACTURED AND LABELED IN
ACCORDANCE WITH UL STANDARD FOR SAFETY 508A
EYS CONDUIT SEAL
(TYP. OF 3)
ALUMINUM BASIN COVER
W/FLOODTIGHT 24' X 36"
HINGED ACCESS DOOR
2" CONDUIT AS MANUFACTURED BY
u 'v' H
�OD T'
F
LHINGED A ESS
CC
A S M AN U FA C TU R
(TYP. OF 3) USF FABRICATION
2" SCH80 PVC
VENT ASSEMBLY
W/SS SCREEN 0
TOP A 0
GRADE
48" DIAMETER
FIBERGLASS
2" ADAPT —A —FLEX REINFORCED
CONDUIT FITTING WET WELL
(TYPICAL OF THREE)
]TYPE 104SS
LIFTING
"J" INLET FITTING CHAIN
FIELD INSTALL
BY OTHERS
INLET INVERT
HIGH WATER ALARM "D"
LEGEND
FT NGVD
A
TOP ELEVATION
19.50
B
GRADE ELEVATION
19.00
T-INLET
INVERT ELEVATION 1
16,00
T
INLET INVERT ELEVATION 2
13.00
D
ALARM FLOAT ELEVATION
13.00
T
LAO FLOAT ELEVATION
12.50
F
LEAD FLOAT ELEVATION
/ATION
IT 7yc_)
ION
8.50
-I—
,I
I INIFT PIPF SIZE ___
ALUMINUM VALVE VAULT COVER
W/FLOODTIGHT 24" X 36"
HINGED ACCESS DOOR
AS MANUFACTURED BY
USF FABRICATION
316SS TOP RAIL SUPPORT
(BOLTS TO NUT RAIL)
T 2 QU'C K
QU 0
D S
SCONNIEC
W/C
ST C
W DUST CA
CCJ A
2" RESILlf
SEAT GA
VALVE
�--2" RESILIEPT
SEAT GAT$
VALVE II
2" CAST IRON
BALL CHECK
VALVE
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1 o
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BM
BE 31 B2 HORN
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DEAD FRONT
BACKPANEL
LIGHTNING
ARRESTOR MOUNTED ON
BACKPANEL BEHIND BREAKER FRAME
SURGE
ARRESTOR MOUNTED ON BACKPANEL BEHIND BREAKER FRAME
BILL OF MATERIALS
BM/BE
MAIN/EMERG BREAKERS
SQUARE D
QDU330
BI/B2
PUMP BREAKERS
SQUARE D
QOU320
BC
CONTROL BREAKER
SQUARE D
QDU115
BIR
RECEPTACLE BREAKER
SQUARE D
QCU115
REC
DUPLEX RECEPTACLE
PASS & SEYMOUR
1591-1
GR
GENERATOR RECEPTACLE
PYLE NATIONAL
JRE4100PR
LA
LIGHTNING ARRESTOR
DELTA
M0603
SA
SURGE ARRESTOR
DELTA
CA603
PM
PHASE MONITOR
DIVERSIFIED
SLA230AS,A
Sl/S2
PUMP STARTERS
TELEMECANIQUE
LCID1810
30" X 40" FIBERGLASS
OIL
THERMAL OVERLOAD RELAY
TELEMECANIQUE
LR2DI314
AL
ALARM LIGHT
INGRAM
LRX-40
REINFORCED VALVE VAULT
HORN
ALARM HORN
EDWARDS
87OP-N5
SIL
SILENCE
CONTROL CONCEPTS
P34
TEST
ALARM TEST
CARLING
6FA54-73
Ri
DPDT RELAY
OMRON
MK2P-Sl20VAC
ALT
ALTERNATOR
DIVERSIFIED
ARA120ABA
MODE
ALTERNATOR MODE SWITCH
CARLING
2GE54-73
SWI/2
HAND -OFF -AUTO SWITCH
CONTROL CONCEPTS
SS03
ETMI/2
ELAPSED TIME METER
GRASSLIN
FWZ-72
PLI/2
PILOT LIGHT
CONTROL CONCEPTS
FVLU120GNT
P1_4-9
PUSH -TO -TEST PILOT LIGHT
CONTROL CONCEPTS
FVPTT120-IPBCRD
OSFI/2
OIL SEAL FAIL LIGHTS
LITTELFUSE
970-67OA-92WRN
XFMR
120X24 TRANSFORMER
MICRON
B05OLP7JK
FU
FUSE
BUSSMAN
FNM-2
36"
R2-5
DPDT RELAY
EIMRON
LYR-24VAC
ENO
P4NEL ENCLOSURE
RONNEI
3RSI/142411 WITH
3 POINT DOOR LATCH
DISCHARGE GRINDER SYSTEM CONTROL -PANEL
LEVEL
—,l 11 SCH40 TYPE 304SS GUIDE PIPE
�2" SCHBO PVC DISCHARGE PIPE
LAG PUMP ON
"E"_
MYERS
PUMP MODEL WGL20 —23 SUBMERSIBLE
GRINDE�
PUMP RATED 2HP, 2,30\i, 3—PHASE, 60HZ
DUTY:
28 GPM @ 73 FT TDH
LEAD PUMP ON
F
PER ENGINEER OF RECORD
SRA125 LIFT —OUT
PUMPS OFF
"G"
---MYERS
RAIL ASSEMBLY
SERVICE METER
A
0
NEMA 4X SQUARE-D MODEL H321DS
SERVICE RATED FUSED DISCONNECT
BOTTOM
3/4" HOSE BIBB W/RPZ BACKFLOW DEVICE
12'
STAINLESS -STEEL STRAPS
FEEDERS & CONDUIT
1 # 6 IN 3/4" CONDUIT
GRINDER PUMP
STATION DETAILS
1.
A
—UV SCH. 80 P.V.C.
THERM-0-WELD
2" SCH80 PVC UNION
(TYPICAL OF THREE)
2" CAST IRON BALL CHECK
VALVE (TYPICAL OF TWO)
2" BRONZE RESILIENT SEAT GATE
VALVE (TYPICAL OF THREE)
2" SCH80 PVC PIPE
TYPICAL THROUGHOUT
2" SCH80 PVC ELBOW
(TYPICAL OF THREE)
2" SCH80 PVC CROSS
(TYPICAL OF ONE)
I
FINISH GRADE
4
I ELECTRICJ
TRANSFORMER i_��3/4" x 8' COPPER GROUND ROD
REAR VIE
HIGH L VEL ALA LIGHT
VISIBLE FROM ALL DIRECTIONS
NEMA 3X - 24" x 24" x 8" STAINLESS STEEL
CONTROL PANEL
�RIGID GALVANIZED CONDUIT
�CONDUIIT SEAL OF
TO BE PLACED WITHIN 18" OF
K ELECTRICAL ENCLOSURE.
PROVIDE 10' x 25 x 6"--/ (3 - 1 1/2" REQUIRED)
CONCRETE PEDESTAL WITH
#4 BAR 12" O,C. E.W.
NEMA 4X-6" x 6" x 24"STAINLESS STEEL
WEATHERPROOF JUNCTION BOX WITH TERMINAL STRIP
\—FINISH GRADE
4 1 WET WELL
TRANSFORMER 90' 7SWEEP (SEE NOTE 1)
i '. � =:��PROVIDE THREE SEPARATE CONDUITS FOR
TO ELECTRIC
MOTOR CABLES AND LIQUID LEVEL
REGULATOR CABLES. CONDUIT SHALL BE
SIDE VIEW SCH 80 PVC 1-1/2".
NOTES:
1. PEDESTAL MUST BE LOCATED A MINIMUM OF 4 FEET FROM THE WET WELL.
2 CONTROL PANEL CAN BE MOUNTED TO BUILDING WALL, PER OWNER'S DISCRETION.
PANEL MUST BE WITHIN 50 Fr. OF STATION.
CONTROL PANEL PEDESTAL (OPTIONAL)
120 VAC
M
Go 1 9 10 6 0 PLI 7 OL MAIN
$1 IDISCONNECT
R5 2 R moo THERM ETM TO BE
LI PROVIDED
_4 4' a ) BY OTHERS
R4 5 13 L2
:5) L3
ALT
R2 17 R ALARM LIGHT
R'l HORN
!GH _EEl:EI_ .1 �l I Is KE�
I - SILENCE 21
TEST R,
62 KOHMS TOTAL RESISTANCE 22 OSF1
v�� e-
62 KOHMS TOTAL RESISTANCE
XFMR
2 AMP
20
�2
34
38
WIRE COLOR CODE
(#,CLR)
0 - BLACK
1 - BROWN
2 - RED
3 - ORANGE
4 - YELLOW
5 - GREEN
6 - BLUE
I PUMPT OFF 7 - PURPLE
0 0 8 - GRAY
TEST 9 - WHITE
CONTROL PANEL SCHEMATIC
9
SECURE TO PIPE SUPPORT WITH
TWO STAINLESS STEEL HOSE CLAMPS
75/4" REDUCED PRESSURE BACKFLOW
�REVENTOR (BY CONTRACTOR)
BALL VALVE WITH
TEST COCK (TYPICAL)
SEE NOTE #2
SEE NOE #I-
3/4" HOSE BIBB
FINISH GRADE
2" GALVANIZED SUPPORT
PIPE FILLED WITH CONCRETE
NOTES
1. 1" POLYETHYLENE TUBING SDR 9 COPPER TUBE SIZE,
2. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY
ORDINANCE. NO PLANTS OR TREES WITHIN 18" AROUND METER & BACKFLOW.
NO $OLDER JOINTS.
HOSE BIBB W/RPZ BACKFLOW PREVENTER
R E V I S 1 0 N S 13Y DATE
LIFT STATION AND
WATER & SEWER DETAILS
DOYLE PROPERTIES, LLC
BY
DATE
DRAWN
JOE M
10/27/17
DESIGNED
ROL
10/20/17
CHECKED
ROL
11/03/17
QA/QC
RML
4/04/18
SURVEY REF,
NAME
17.3006
IDRAWING,
2016-0034-PGID
BM
PT2
208/23OV, 3 PHASE, 60 HZ
Ll - 115V TO GROUND
91
I T -E -y I I -y -y 7 1
44 44
TI T2 T3 Tl T2 T3
\-i-/
Qmi M2
L 9.5 FLA
9,5 FP A 0
2H 2 HIP
PM
SIR
30
TO
CONTROL
NOTES
I � PANEL MUST BE GROUNDED IN ACCORDANCE WITH LOCAL, STATE, AND NATIONAL CODES
2 A GROUNDED SYSTEM NEUTRAL MUST BE SUPPLIED (GROUNDING TO BE IN ACCORDANCE
WITH NATIONAL ELECTRIC CODE ARTICLE 250)
3) USE COPPER CONDUCTORS RATED 60deg C IF RATED LESS THAN 100 AMPS;
75de&C IF RATED 100 AMPS OR MORE
4� ALL NDUITS MUST ENTER FROM BOTTOM
5 TERMINAL TiGHTENING TORQUE REQUIREMENTS FOR NEUTRAL, GROUND AND INCOMING
POWER CONNECTIONS ARE AS FOLLOWS: 35LB-IN FOR #18-#10AWG; 40LB-IN FOR
6) #BAWG; AND 45LB-IN FOR #6-#4AWG
ERMINAL TIGHTENING TORQUE REQUIREMENTS FOR #18AWG PUMP CONTROL CABLES AND
FLOATS ARE 20LB-IN
7) MAIN & EMERGENCY BREAKERS ARE MECHANICALLY INTERLOCKED TO PREVENT
SIMULTANEOUS OPERATION
8) GENERATOR POWER REQUIREMENT IS 7KW CONTINUOUS OUTPUT WITH 30 AMPERE
RATING @ 208/23OV, 3 PHASE, 60HZ,
CONTROL PANEL SCHEMATIC
Pm a
rl ILE Copy,
r
MOUNT BRONZE DISC WITH
VALVE NOMENCLATURE
VALVE BOX & COLLAR
USF # 7635
WET 3" POLYETHELYNE CAM LOCK ASS'Y
WEE\ I I W/ VENTED AIR RELEASE
8 MAk G'MIN.
120
fle,F
11 P\2' GALVANIZED NIP LE
SCHEDULE 80 PVC NIPPLE
45' PVC BENDS
2" RESILIENT SEAT GATE VALVE�/
SECTION A -A
PUMPOUT CONNECTION
ATLANTIC CIVIL ENGINEERING, INC.
CONSULTING ENGINEERS
2552 PETERS ROAD SUITE D
FORT PIERCE, FLORIDA 34945
(772) 398-1520 PHONE (772) 398-1521 FAX
CERTIFICATE Of AUTHORIZATION 02020
DATE: 3/23/18 JOB No.2017-01
HORIZ SCALE: 1" = 411
L ___7 _�SHEET 7 OF 8
'A .
VERT SOLE N /7A
M. LAbYR757, P/ #34288 DATE
�
4
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SUPPLEMENTARY CONDITION
PERMITS AND LICENSES: CONSTRUCTION PERMITS FOR CERTAIN ELEMENTS OF THE
PROJECT WORK HAVE BEEN OBTAINED OR APPLIED FOR BY THE OWNER, AND THE DESIGN
AND CONSTRUCTION REQUIREMENTS OF THE PROJECT REFLECT CONSTRAINTS AND
CONDITIONS IMPOSED BY THESE PERMITS. THE CONTRACTOR SHALL PERFORM HIS WORK
AND SHALL CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE REQUIREMENTS OF
THESE PERMITS AND APPROVALS, COPIES OF WHICH ARE AVAILABLE FOR His REVIEW
AND USE FROM THE ENGINEER, UPON REQUEST. THE CONTRACTOR SHALL SECURE ALL
WORK PERMITS, APPROVALS OR LICENSES REQUIRED TO PERFORM THE WORK, AND HE
SHALL PERFORM THE WORK IN STRICT ACCORDANCE WITH THOSE PERMITS, APPROVALS
OR LICENSES,
CONTRACTISSUE
GENERAL CONDITIONS: UNLESS OTHERWISE STATED IN THESE SUPPLEMENTARY
CONDITIONS, THE PROVISIONS OF THE "STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT," REFERENCED ABOVE. SHALL BE USED TO GOVERN ALL
ISSUES ADDRESSED IN THOSE GENERAL CCNDITIONS FOR THIS PROJECT.
OWNER -ENGINEER RELATIONSHIP: ANY AGREEMENT BETWEEN OWNER AND ENGINEER
SHALL NOT BE CONSTRUED TO PROVIDE ANY OBLIGATION FROM THE ENGINEER TO ANY
THIRD PARTIES INCLUDING, BUT NOT LIMITED TO, ANY CONTRACTORS (GENERAL OR SUB),
NOR TO ANY SUCCESSORS IN TITLE TO THE OWNER. THE RIGHTS UNDER ANY AGREEMENT
BETWEEN OWNER AND ENGINEER INURE ONLY TO THOSE TWO PARTIES.
PARTIAL PAYMENTS: PARTIAL PAYMENTS SHALL BE CALCULATED FROM QUANTITIES OF
WORK IN PLACE, THESE PAYMENTS SHALL BE BASED ON THE AGREEMENT UNIT PRICES
AND WILL BE MADE ON OR ABOUT THE 15TH OF EACH MONTH FOR THE PREVIOUS
MONTH'S PROGRESS. THE CONTRACTOR SHALL, AFTER THE FIRST OF EACH MONTH,
SUBMIT INVOICES FOR MATERIALS USED AND WORK PERFORMED FOR THE PREVIOUS
MONTH. THE ENGINEER WILL REVIEW ALL INVOICES ALONG WITH RECORD DRAWINGS AND
FIELD NOTES TO DATE BEFORE PRESENTING THEM TO THE OWNER FOR PAYMENT. TEN
PERCENT (10%) OF THE AMOUNT DUE AND PAYABLE TO THE CONTRACTOR WILL BE
RETAINED FROM EACH PARTIAL PAYMENT, FINAL PAYMENTS WILL BE ACCOMPLISHED AS
PRESCRIBED IN THE AGREEMENT.
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104 "m Tybtufli:
ERRORS OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS: PRIOR TO INITIATION OF
THE WORK, THE CONTRACTOR SHALL CHECK DIMENSIONS, GRADES, ELEVATIONS AND THE
SUMMARY OF ESTIMATED QUANTITIES SHOWN ON THE DRAWINGS TO ASSURE HIMSELF
THAT THEY ARE CORRECT AND THAT THE WORK CAN BE ACCOMPLISHED AS INTENDED,
THE CONTRACTOR SHALL TAKE NO ADVANTAGE OF ANY APPARENT ERROR OR OMISSION
WHICH HE MIGHT DISCOVER, BUT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF SUCH
DISCOVERY, WHO WILL THEN MAKE SUCH CORRECTIONS AND INTERPRETATIONS AS HE
DEEMS NECESSARY FOR REFLECTING THE ACTUAL SPIRIT AND INTENT OF THE DRAWINGS
AND SPECIFICATIONS,
SOIL AND SUBSOIL CONDITIONS: IT 15 THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE
CONTRACTOR TO:
1, PLACE HIS OWN INTERPRETATION ON ANY AND ALL SOIL AND SUBSOIL DATA
PORTRAYED ON THE DRAWINGS OR THIS PROJECT MANUAL,
2. PERFORM HIS OWN SOIL AND SUBSOIL INVESTIGATION TO DETERMINE THE NATURE,
CHARACTER, LOCATION AND EXTENT OF ALL SOIL AND SUBSOIL CONDITIONS THAT MAY
AFFECT HIS WORK; AND
3. INCLUDE IN HIS CONTRACT PRICE CONSIDERATION FOR ALL WORK NECESSARY TO
ASSURE THAT THE SOIL AND SUBSOIL CONDITIONS WILL MEET THE REQUIREMENTS OF
THE SPECIFICATIONS AND THE APPLICABLE REGULATIONS OF THE CITIES OF ST. LUCIE
WEST PORT ST, LUCIE AND ST. LUCIE COUNTY.
THE WOR
PRE -CONSTRUCTION CONFERENCE: IMMEDIATELY AFTER THE AGREEMENT HAS BEEN AWARDED, THE
ENGINEER SHALL CALL A PRE -CONSTRUCTION CONFERENCE TO BE HELD WTHIN FIFTEEN (15) CALENDAR
DAYS AFTER THE AWARD AND PRIOR TO INITIATION OF THE WORK AT A PLACE DESIGNATED TO Him, TO
REVIEW THE CONSTRUCTION ASPECTS OF THE PROJECT, THE MEETING WILL BE BETWEEN THE ENGINEER,
OWNER AND THE CONTRACTOR. THE CONTRACTOR SHALL PRESENT HIS TENTATIVE DETAILED WORKING
SCHEDULE FOR THE PROJECT SO THAT IT MAY BE REVIEWED BY THE ENGINEER AND OWNER.
ADDITIONALLY, IT WILL AFFORD THE CONTRACTOR AN OPPORTUNITY TO HAVE ANY QUESTIONS HE MAY
HAVE ON THE WORK CLARIFIED BY THE ENGINEER. NO WORK UNDER THE AGREEMENT SHALL COMMENCE
UNTIL AFTER THE NOTICE TO PROCEED HAS BEEN ISSUED.
COMMENCEMENT AND COMPLETION OF THE WORK! THE CONTRACTOR SHALL COMMENCE WORK UNDER
THE AGREEMENT WITHIN TEN (10) CALENDAR DAYS AFTER THE DAY OF RECEIPT BY HIM OF THE NOTICE
TO PROCEED AND SHALL COMPLETE THE WORK READY FOR USE NOT LATER THAN THE TIME INDICATED
IN THE AGREEMENT THE TIME STATED FOR COMPLETION SHALL INCLUDE FINAL CLEANUP OF THE
PREMISED.
ESTIMATED QUANTITIES: THE QUANTITIES ESTIMATED FOR VARIOUS ITEMS OF WORK ARE ONLY
ESTIMATES, AND MAY NOT REFLECT ALL THE ITEMS OF WORK OR THE FINAL QUANTITIES NEEDED TO
COMPLETE THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DO ALL WORK AND To
FURNISH AND INSTALL ALL IMPROVEMENTS SHOWN ON THE DRAWINGS, WHETHER OR NOT THEY ARE
SHOWN IN THE ESTIMATED QUANTITIES, OR WHETHER THE FINAL QUANTITIES ARE MORE OR LESS THAN
THOSE ESTIMATED.
HORIZONTAL AND VERTICAL CONTROL: THE CONTRACTOR SHALL CONSTRUCT THE REQUIRED
IMPROVEMENTS IN THE LOCATIONS SHOWN ON THE DRAWINGS, AND SHALL USE AS HORIZONTAL
CONTROL POINTS THE EXISTING PROPERTY CORNERS AS SHOWN ON THE PLANS, THE HORIZONTAL
CONTROL POINTS WERE PROVIDED BY LAVENTURE AND ASSOCIATES, INC., (772-398-6430). AS
VERTICAL CONTROL, BENCHMARKS SHALL BE PROVIDED AT THE SITE, FOR USE IN ESTABLISHING THE
NECESSARY ELEVATIONS AND GRADES AT THE LOCATIONS SHOWN ON THE PLANS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL CONTROL POINTS AND TO REESTABLISH SAID
POINTS AS NECESSARY. REMAINING HORIZONTAL AND VERTICAL CONTROL WORK SHALL BE PERFORMED
BY THE CONTRACTOR THE VERTICAL CONTROL POINTS FOR THIS PROJECT WERE PROVIDED BY
LAVENTURE AND ASSOCIATES, INC., (772-398-6430).
COORDINATION OF WORK NTH OTHERS: THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE
WORK OR IMPROVEMENTS OF OTHERS WITH REGARD TO NEW CONSTRUCTION, OR FOR THE NEED OF
REMOVAL, RELOCATION OR ALTERATION OF EXISTING FACILITIES. THIS INCLUDES, BUT IS NOT LIMITED To,
THE OWNER, SOUTHERN BELL TELEPHONE & TELEGRAPH, TCI UNITED ARTISTS CABLE VISION COMPANY,
ST. LUCIE COUNTY UTILITIES, CENTRAL FLORIDA CELLULAR PHONE COMPANY, ST. LUCIE COUNTY
ENGINEERING DEPARTMENT AND THEIR CONTRACTORS, SUBCONTRACTORS OR AGENTS. STANDARDS FOR
QUALITY AND WORKMANSHIP: ALL MATERIALS, EOUIPMENT AND SUPPLIES FURNISHED BY THE
CONTRACTOR FOR PERMANENT INCORPORATION IN THE WORK SHALL BE NEW AND OF THE QUALITY
STANDARDS SPECIFIED. WORKMANSHIP SHALL BE FIRST-CLASS AND THE FINISHED PRODUCT EQUAL TO
THE BEST ACCEPTED STANDARDS OF THE TRADE FOR THE CATEGORY OF WORK PERFORMED.
� TEMPORARY UTILITIES: ALL ARRANGEMENTS AND COSTS FOR TEMPORARY POWER, WATER
AND WASTEWATER FACILITIES DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR,
I
OBSERVING THE WORK: THE PROGRESS AND QUALITY OF THE WORK WILL BE OBSERVED BY
THE OWNER'S ENGINEER OR ENGINEER'S APPOINTED EMPLOYEE, NO OBSERVER IS AUTHORIZED
TO CHANGE ANY PROVISIONS OF THE SPECIFICATIONS WITHOUT WRITTEN AUTHORIZATION OF
THE OWNER'S ENGINEER, NOR SHALL THE PRESENCE AND/ OR THE
OBSERVER RELIEVE THE CONTRACTOR FROM ANY REQUIREMENTS OF THE DRAWINGS AND
SPECIFICATIONS.
THE CONTRACTOR SHALL GIVE THE ENGINEER A MINIMUM OF 24 HOURS NOTICE PRIOR TO
REQUIRED INSPECTIONS, AND SHALL SUPPLY ALL EQUIFMENT NECESSARY TO PROPERLY TEST
AND INSPECT THE COMPLETED WORK.
IN ADDITION TO THE REQUIREMENTS FREVOUSLY REFERENCED, THE FOLLOWING MINIMUM
CONSTRUCTION CONTROL CHECKPOINTS SHALL BE ADHERED TO, AND THE CONTRACTOR SHALL
NOTIFY THE ENGINEER FOR OBSERVATION:
1. PRIOR TO ANY DEVIATION FROM THE DRAWINGS:
. 2. PRIOR TO ANY BACK FILLING TRENCHES CONTAINING HYDRAULIC CONDUITS, SO THE
I JOINTING MAY BE INSPECTED;
3. PRIOR TO TESTING OF ALL HYDRAULIC CONDUITS.
. 4. PRIOR TO PLACEMENT OF ROADWAY BASE MATERIAL, CONCRETE OR ASPHALTIC CONCRETE.
5. UPON COMPLETION OF CONSTRUCTION FOR FINAL INSPECTION WITH THE CONTRACTOR OR
HIS REPRESENTATIVE,
TESTING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE
INDEPENDENT TESTING LABORATORY DESIGNATED BY THE OWNER, THE TESTING AND
PLIANCE
WITH THE SPECIFICATIONS. COST FOR THE INITIAL TESTING SHALL BE BORNE BY THE OWNER.
ANY RETESTS REQUIRED DUE TO FAILURE TO MEET THE MINIMUM REQUIREMENTS SHALL BE
PERFORMED AT THE E RACTOR. THE NAME OF THE OWNER'S TESTING
LABORATORY SHALL BE SUPPLIED AT THE PRE CONSTRUCTION MEETING.
EXISTING UTILITIES AND STRUCTURES: EXISTING UTILITIES, CILITIES
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 OF FACILITIES PRIOR TO PERFORMANCE OF
I ANY WORK IN THE VICINITY. THE UTILITY COMPANIES OR UTILITY AGENCIES WILL COOPERATE
WITH THE CONTRACTOR IN LOCATING UNDERGROUND UTILITIES THAT MAY BE SUBJECT TO
DAMAGE OR INTERRUPTION OF SERVICES DURING THE CONTRACTOR'S OPERATIONS. PRIOR TO
START OF THE WORK, THE CONTRACTOR SHALL REQUEST THAT EACH UTILITY AGENCY ADVISE
HIM OF THE LOCATION OF THEIR FACILITIES IN THE VICINITY. THE OWNER WILL ASSUME NO
LIABILITY FOR DAMAGES SUSTAINED OR COSTS INCURRED BECAUSE OF THE CONTRACTOR'S
OPERATION IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, OR TO THE TEMPORARY
BRACING AND SHORING OF SAME. IN THE EVENT THAT IT IS NECESSARY TO SHORE, BRACE,
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
t WORK.
.
RES-TORATION OF 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 FALSE
WORK, EQUIPMENT, SURPLUS AND DISCARD 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 DRAWINGS: AFTER COMPLETION OF THE CONTRACT WORK, BUT PRIOR TO SUBMITTAL
FINAL PAYMENT, THE CONTRACTOR SHALL PROVIDE ALL INFORMATION
OR PREPARATION OF FINAL RECORD DRAWINGS FOR SUBMITTAL TO THE
OWNER OF THE COMPLETED IMPROVEMENTS, THE INFORMATION SHALL INCLUDE FINAL
LOCATION, BY REFERENCE TO COMPLETED IMPROVEMENTS, OR OTHER ACCEPTABLE MEANS, OF
ALL UNDERGROUND OR SUBMERGED IMPROVEMENTS, THE ELEVATIONS OF PERTINENT POINTS IN
THE DRAINAGE, WATER AND WASTEWATER SYSTEMS, ACTUAL CONSTRUCTED PIPE LENGTHS,
SLOPES AND INVERTS, CUTOFF WALL DIMENSIONS AND ELEVATIONS, ALL REVISIONS TO THE
ORIGINAL PLANS, AND ALL INFORMATION NECESSARY TO LOCATE AND OPERATE THE
IMPROVEMENTS CONSTRUCTED UNDER THIS AGREEMENT. PAYMENT FOR OBTAINING AND
PROVIDING THE RECORD DRAWING INFORMATION SHALL BE INCLUDED IN THE CONTRACT UNIT
PRICES FOR THE VARIOUS ITEMS OF WORK TO WHICH IT IS INCIDENTAL,
THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION, SO THAT THE ENGINEER'S
-I'. REPRESENTATIVE IS PRESENT AND CAN CONFIRM THE RECORD INFORMATION AS FOLLOWS.
4 THE FINAL LOCATION, B� REFERENCE TO AT LEAST TWO COMPLETED VISIBLE IMPROVEMENTS
OR OTHER PERMANENT POINTS, OF ALL PAVING, DRAINAGE, WATER DISTRIBUTION SYSTEM AND
WASTEWATER COLLECTION SYSTEM ELEMENTS, AND SHALL INCLUDE ELEVATIONS OF PERTINENT
POINTS IN TE PAVEMENT AND DRAINAGE IMPROVEMENTS, ALL REVISIONS TO THE ORIGINAL
PLANS, VERIFICATION OF ALL DESIGN DIMENSIONS, ELEVATIONS, PIPE SLOPES, PIPE LENGTHS
AND ALL OTHER INFORMATION NECESSARY TO HORIZONTALLY AND VERTICALLY LOCATE AND
OPERATE THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. INFORMATION TO BE
SHOWN FOR THE WATER DISTRIBUTION SYSTEM INCLUDES THE LOCATION SERVICE TERMINALS,
FOR THE WASTEWATER COLLECTION SYSTEM INCLUDES THE LOCATION OF ALL SERVICE
TERMINALS, AND THE LOCATION OF ALL ELECTRICAL AND COMMUNICATION CONDULT.
DRAWINGS SHALL INCLUDE:
A. ANY CHANGES OR VERIFICATIONS GET MARKED
B. MARK OUT ALL "PROPOSED" OR "CONSTRUCTS"
C, CHANGES TO LOCATIONS OF PIPE, VALVES, FITTINGS OR MANHOLES, ETC,
D. DRAW IN A DETAIL BOX OF ANY SUBSTANTIAL CHANGES
E. MARK LOCATIONS AND FOOTAGE OF ALL LATERALS FROM THE DOWNSTREAM MANHOLE
F. MARK ALL BSP'S ON PLANS
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,
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 GUARANTEE SHALL BE REPLACED, WITHOUT COST TO THE OWNER, BY THE
CONTRACTOR. THE PERIOD OF GUARANTEE OF EACH SUCH REPLACEMENT SHALL BE FROM
AND AFTER THE DATE IN INSTALLATION THEREOF,
MATERIALS, CONSTRUCTION METHODS, TESTING AND TOLERANCES FOR ALL WORK SHALL
I BER IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS. IN THE EVENT OF A
CONFLICT, THE MORE STRINGENT PROVISION SHALL APPLY,
1. MOBILIZATION: THE WORK SPECIFIED IN THIS SECTION CONSISTES OF THE
AND OPERATIONS IN MOBILIZING FOR BEGINNING WORK ON THE
PROJECT, INCLUDING, BUT NOT LIMITED TO, THOSE OPERATIONS NECESARY FOR THE
MOVEMENT OF PERSONNEL, EQUIPMENT, SUPPLIES AND INCIDENTALS TO THE PROJECT
SITE, AND FOR THE ESTABLISHMENT OF TEMPORARY OFFICES, BUILDINGS, SAFETY
EQIUPMENT AND FIRST AID SUPPLIES, SANITARY AND OTHER FACILITIES. AS REQUIRED
BY THESE SPECIFICATIONS, THE SPECIAL PROVISIONS, AND STATE AND LOCAL LAWS AND
REGULATIONS. ALL COSTS FOR BONDS, PERMITS AND ANY REQUIRED INSURANCE, AND
ANY OTHER PRECONSTIRCUTION EXPENSE NECESSARY FOR THE START OF THE WORK, AS
WELL THE COST OF THE REMOVAL OF THE ABOVE ITMES, SHALL ALSO BE INCLUDED IN
THIS SECTION.
2. CONSTRUCTION SURVEYING: THE CONTRACTOR SHALL CONSTRUCT THE REQUIRED
IMPROVEMENTS AT THE LOCATIONS SHOWN ON THE PLANS. AS OUTLINED IN THE
SUPPLEMENTARY CONDITIONS, THE OWNER SHALL PROVIDE BASIC REFERENCE POINTS
FOR HORIZONTAL CONTROL AND BENCHMARKS IN THE VICINITY OF WORK. ALL OTHER
CONSTRUCTION STAKING FOR BOTH HORIZONTAL AND VERTICAL CONTROL NEEDED BY
THE CONTRACTOR FOR CONTROL OF HIS WORK SHALL BE PERFORMED BY THE
CONTRACTOR.
3. CLEARING AND GRUBBING: CLEARING AND GRUB81NO SHALL BE PERFORMED WITHIN
THE LIMITS OF CONSTRUCTION AS SHOWN ON THE PLANS, INCLUDING BUT NOT LIMITED
TO, THE AREAS OF NEW SIDEWLAKS, SWALES, POND, ROADWAY AND PARKING PAVEMENT,
AND BUILDING AREA IN ACCORDANCE WITH SECTION 110, DOR SPECIFICATION, AND
SHALL CONSIST OF THE COMPLETE REMOVAL AND DISPOSAL OF ALL TREES, BRUSH,
STUMPS, ROOTS, GRASS, WEEDS, RUBBISH, AND ALL OTHER OBSTRUCTIONS TO A DEPTH
OF 18 INCHES BELOW NATURAL GROUND OR DESIGN GRADE, WHICHEVER IS LOWER.
ALL MATERIAL SHALL BE IREN40VED FROM THE SITE OF THE PROJECT, AND SHALL BE
DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, REGIONAL, STATE, AND FEDERAL LAWS,
REGULATIONS, AND ORDINANCES.
4. EARTHWORK AND GRADING: SHALL BE PERFORMED AS REQUIRED TO ATTAIN THE
FINAL GRADES, TYPICAL SECTIONS AND ELEVATIONS, AND TO ACCOMPLISH THE
OBJECTIVES SHOWN ON THE PLANS FOR THE AREAS TO BE PAVED, SODDED, OR
LANDSCAPED, MATERIALS AND CONSTRUCTION METHODS SHALL MEET THE REQUIREMENTS
OF SECTION 120 FDOR SPECIFICTIONS.
ANIC MATERIAL WITHIN 36" OF THE FINISHED GRADE OF THE AREA
TO BE PAVED SHALL BE REMOVED AND REPLACED WITH A-3 MATERIAL. EMBANKMENT
ORMED IN ACCORDANCE WITH FDOR SPECIFICATIONS.
ALL CLEAN EXCESS MATERIAL SUITABLE FOR FILL RESULTING FROM THE EXCAVATION
SHALL BE INCORPORATED INTO THE PROPOSED WORK, OR SHALL REMAIN THE PROPERTY
OF THE OWNER AND SHALL BE STOCKPILED ON THE OWNERS PROPERTY AT THE ONSITE
LOCATION DESIGNATED BY THE OWNER. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL
BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. THE WORK SHALL INCLUDE, BUT
NOT LIMITED TO THE FOLLOWING: FINAL GRADING OF THE POND, SWALES, SIDEWALKS,
ROADWAY, PARKING LOT, AND FILLING OF EXISTING DITCHES,
5. DRAINAGE IMPROVEMENTS: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND
O COMPLETE THE PROJECT WORK FOR THE DRAINAGE
IMPROVEMENTS AT THE LOCATION, SIZE AND TYPE SHOWN ON THE PLANS FOR THE
FOLLOWING ITEMS. INCLUDED IN THE UNIT COSTS FOR EACH ITEM SHALL BE THE COSTS
ASSOCIATED WITH THE DESIGN AND CONSTRUCTION, BY THE CONTRACTOR, TO COMPLY
WITH THE TRENCH SAFETY ACT, LAWS OF FLORIDA, CHAPTER 90-96.
BACKFILL AND COMPACTION OF TRENCHINF FOR CULVERT INSTALLATION UNDER THIS
SECTION SHALL BE IN ACCORDANCE WITH SECTION 125-8,3, FDOT SPECIFICATIONS.
DENSITY TESTS SHALL BE PROVIDED AT THE FOLLOWING VERTICAL LOCATIONS:
TWO TESTS* AT SPRINGLINE (ONE EACH SIDE OF PIPE)
ONE TEST* AT ONE FOOT ABOVE PIPE; AND
ONE TEST* AT ONE FOOT BELOW SUBGRADE OR FINISH GRADE.
* = DENSITY OF AT LEAST 98 % OF MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-180
THE MINIMUM NUMBER OF HORIZONTAL TEST LOCATIONS IS TWO PER CULVERT
INSTALLATION, ONE PER 100 LINEAR FEET OF PIPE AND/OR ONE PER 20 FEET OF
PAVEMENT CROSSING WHICHEVER IS GREATER. ADDITIONAL TESTS MAY BE REQUIRED AT
MORE FREQUENT INTERVALS IF DEEMED NECESSARY.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TOO COORDINATE THE
INDEPENDANT TESTING LABORATORY DESIGNATED BY THE OWNER, THE TESTING AND
RETESTING NECESSARY TO ASSURE THAT THE WORK HAS BEEN PERFORMED IN STRICT
COMPLIANCE WITH THESE ACTIONS. COST FOR THE INITAL TESTING SHALL BE BORNE BY
THE OWNER, ANY RETEST REQUIRED DUE TO FAILURE TO MEET THE MINIMUM
REQUIREMENTS ABOVE SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR.
GERAL
LLC
A. STORM SEWER PIPE: CONSTRUCTION METHODS FOR DRAINAGE CULVERTS SHALL
FORT PIERCE UTILITIES AUTHORITY
UIREMENTS OF SECTIONS 125 AND 430, FDOT SPECIFICATIONS.
WATER DISTRIBUTION NOTES
I CONTINUED
REINFORCED CONCRETE PIPE (RCP): MATERIALS SHALL CONFORM TO THE
REQUIREMENTS OF SECTION 941, FDOT SPECIFICATIONS FOR STANDARD CONCRETE PIPE
16.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING UTILITIES AND DRAINAGE.
DOT SPECIFICATIONS FOR GASKETS,
17.
THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING
B. STORM INLETS: THE MATERIALS AND CONSTRUCTION METHODS FOR STORM INLETS
ES, FITTINGS, SERVICE CONNECTIONS, BLOWOFFS, AIR RELEASE VALVES, AND ANY OTHER
AND GRATES SHALL CONFORM TO SECTION 425, FDOT SPECIFICATIONS,
PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, As REQUIRED
BY THE UTILITIES ENGINEER.
TYPE "C" AND "E" INLETS SHALL BE PER FOOT INDEX NO, 232, INLETS AND PAVED
AREAS SHALL HAVE STEEL GRATES SUITABLE FOR HEAVY TRAFFIC AND BICYCLES. CAST
18.
THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE FORT PIERCE UTILITIES
IRON TRAFFIC GRATES IN ALL OTHER AREAS, I
AUTHORITY ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE
TAPPING VALVE AND SLEEVE.
C. CONCRETE CURBING: THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS
19.
WATER MAIN SHALL BE MARKED BY THE USE GAUGE THHN MULTI STRANDED WIRE (BLUE
TO CONSTRUCT THE CONCRETE CURBING IN THE LOCATIONS SHOWN ON THE PLANS. ALL
OF CONTINUOUS 10
CURBING SHALL BE CONSTRUCTED PER FOOT INDEX NO, 300 MATERIALS AND
IN COLOR) AND IDENTIFCATION TAPE WITH "WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP
CONSTRUCTION METHODS SHALL CONFORM TO SECTION 520, FDOT SPECIFICATIONS.
OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UTILITIES AUTHORITY SPECIFICATIONS.
SUBGRADE UNDER ALL CURB AND GUTTER SHALL HAVE A MINIMUM LBR OF 40.
20,
SERVICE TAPS SHAU 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 CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS.
6. PAVEMENT IMPROVEMENTS: THE CONTRACTOR SHALL FURNISH ALL LABOR AND
MATERIALS NECESSARY TO COMPLETE THE ITEMS OF WORK FOR PAVING IMPROVEMENTS
21.
MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH
UNDER THIS SECTION AT THE LOCATIONS AND TO THE EXTENT SHOWN ON THE PLANS.
MANUFACTURER'S RECOMMENDATIONS AND FPUA REQUIREMENTS.
PAVEMENT RESTORATION SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS, AND IN
ACCORDANCE WITH THESE SPECIFICATIONS, FDOT, AND ST. LUCIE COUNTY
22.
ALL MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM TO
SPECIFICATIONS.
AWWA C-600. - 2 HR MINIMUM TEST
A. STABILIZED SUBGRADE SHALL HAVE A MINIMUM LBR RATIO OF 40, AND MINIMUM
DENSITIES SHALL BE 987 OF MAXIMUM AS DETERMINED BY THE AASHTO T-180 METHOD
L= 1��2,0,51,2
C, MATERIALS AND CONSTRUCTION METHODS SHALL BE FURNISHED BY THE
L= LEAKAGE IN GPH
CONTRACTOR, AND CONFORM TO SECTION 160, FDOT SPECIFICATIONS FOR TYPE C
STABILIZATION AND PAID FOR AS PART OF THE WORK UNDER THIS SECTION. COMPACTED
S= LENGTH OF PIPE IN FEET
SUBGRADE WITHIN THE LIMITS SHOWN FOR THE PROPOSED PAVEMENT SHALL BE 12
D= PIPE DIAMETER IN INCHES
INCHES IN THICKNESS. STABILIZED SUBGRADE SHALL EXTEND 6 INCHES BEYOND THE
RE IN PSI
URSE,
7. CONCRETE NOTES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
WITH THE INDEPENDENT TESTING LABORATORY DESIGNATED BY THE OWNER, THE TESTING AND
RETESTING NECESSARY TO ASSURE THE W PLIANCE WITH
THE SPECIFICATIONS, COST FOR THE INITIAL TESTING SHALL BE BORNE BY THE OWNER. ANY
RETESTS REQUIRED DUE TO FAILURE TO MEET THE MINIMUM REQUIREMENTS SHALL BE PERFORMED
HE CONTRACTOR, MINIMUM TESTING DETERMINATION FOR ALL ITEMS OF
TE AREA SHALL BE AS FOLLOWS:
FLORIDA SOIL
ITEM BEARING VALUE DENSITY THICKNESS
500* 500* 100*
CONCRETE _. 200*
*=MAXIMUM SPACING SHOWN IN FEET, ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A
POINT 12 INCHES INSIDE THE FIRST EDGE, TO THE CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT EDGE OF THE
ITEM TESTED.
ADDITIONAL TESTS MAY BE REQUIRED FOR THE DRIVEWAY CONSTRUCTION OR AT MORE FREQUENT INTERVALS As
BY THE ENGINEER,
8, PAVEMENT MARKINGSi THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED TO
COMPLETE THE PROJECT WORK IN THIS SECTION, MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAINTED,
TRAFFIC STRIPES AND MARKINGS, COMPLETE WITH REFLECTIVE GLASS APHERES. SHALL CONFORM TO THE
REQUIREMENTS OF SECTION 710, FOOT SPECIFICATIONS, TRAFFIC PAINT SHALL BE APPLIED IN ALL LOCATIONS SHOWN
ON THE PLANS.
9. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALL SUPPORTING
ELEMENTS, TO INSTALL SIGNS AT THE LOCATIONS SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS
SHALL CONFORM TO SECTION 700. FDOT SPECIFICATIONS, STOP SIGNS ARE TO BE HIGH INTENSITY REFERENCE PER
FDOT STANDARDS, ST. LUCIE COUNTY SPECIFICATIONS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
10. EROSION CONTROL: THE CONTRACTOR SHALL TAKE SUFFICIENT PRECAUTIONS TO PREVENT WATER POLLUTION WITH
AQUATIC WEEDS, FUELS, OILS, BITUMINOUS, CALCIUM CHLORIDE OR OTHER HARMFUL MATERIALS. ALSO, HE SHALL
ULE HIS OPERATIONS SO AS TO AVOID POLLUTION OR SILTATION OF WATER BODIES OR TO
INTERFER WITH INDIGENOUS WILDLIFE, THE INSTALLATION OF TEMPORARY EROSION AND POLLUTION CONTROL FEATURES
SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT
RE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION
THROUGHOUT THE LIFE OF THE CONTRACT. ANY EROSION OR SHOALING SHALL BE CORRECTED BY THE CONTRACTOR
AT HIS EXPENSES.
DUE TO UNANTICIPATED CONDITIONS, THE ENGINEER MAY DIRECT THE USE OF CONTROL FEATURES OR METHODS OTHER
THAN THOSE INCLUDED IN THE ORIGINAL CONTRACT, IN SUCH EVENT THIS ADDITIONAL WORK WILL BE PAID FOR AS
RK.
OD SHALL BE PROVIDED AS SHOWN ON THE PLANS, INCLUDING BUT NOT LIMITED TO, ALL
DISTURBED AREAS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE REQUIREMENTS FOUND IN
LANDSCAPE ARCHITECT'S SPECIFICATIONS.
11. POLLUTION CONTROL: WATER POLLUTION AND TURBIDITY CONTROL SHALL BE REQUIRED BY THE CONTRACTOR IN
ACCORDANCE WITH THE DEPARTMENT OF ENVIRONMENTAL REGULATION STANDARDS, LOCAL REGULATIONS AND SECTION
104, FOOT REQUIREMENTS INCLUDING BUT NOT LIMITED TO ONE OR MORE OF THE FOLLOWING OPTIONS; SHEETPILE OR
EARTH COFFERDAM, HAY BALES, SEDIMENT BASIN, SILT FENCE OR TURBIDITY BARRIER, EXCAVATED MATERIAL SHALL
NOT BE DEPOSITED IN CANALS, OR IN A POSITION CLOSE ENOUGH THERETO, TO BE WASHED AWAY BY HIGH WATER OR
RUNOFF.
FORT PIERCE UTILITIES AUTHORITY
WATER DISTRIBUTION NOTES
t ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD
SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY.
2. WATER MAIN WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA C-900 OR C-905�
PRESSURE CLASS 150, DR (18). WATER MAIN WHERE SPECIFIED AS POLYETHYLENE (PE) SHALL CONFORM To
AWWA C-901 OR C-906, STANDARD CODE DESIGNATION PE3408, PIPE CLASS 200, DIMENSION RATIO (DR) 9.
3. WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE , SHALL CONFORM TO ANSI A-21.51 OR AWWA
C-151, AND SHALL BE PRESSURE CLASS 250 (MINIMUM).
4, POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR.
THE USE OF IDENTIFICATION TAPE 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 IDENTIFICATION TAPE
AND THHN WIRE,
5. FITTINGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110 AND ANSI
A21.11, CLASS 250 MINIMUM, CEMENT LINED, AND SEAL COATED.
6. GATE VALVES SHALL BE MUELLER RESILIENT SEAT, KENNDY KEN -SEAL, AMERICAN, CLOW, OR APPROVED
EQUAL, VALVES SHALL CONFORM TO AWWA C-509.
7. WATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND
CONSTRUCFIQN STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY
FPUA ENGINEERING AND THE Clty, COUNTY, FOOT, IN CASES WHERE PAVED AREAS
FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE
LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY.
8. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE
FPUA ENGINEER AND C[TY/COUNTY/FDOT ENGINEER.
9. THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITY/COUNTY/FDOT ENGINEERING 48 HOURS PRIOR TO
COMMENCING CONSTRUCTION.
10. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, FPUA, AND 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 TRAN2PORTATION STANDARDS AND APPROVED BY THE CITY ENGINEER.
12. MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTILITIES ENGINEER AND CITY/
COUNTY/FDOT 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 GOVERNING AGENCY
REQUIREMENTS,
14 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.
I - R E V I S I 0 N S - I BY � DATE I
BY
DATE
DRAWN
. .
JOE M
.
10/27/17
DESIGNED
. .
RCL
10/20/17
C
� RCL
11/03/17
1 11 -
QA/QC
RML
4/04/18
SURVEY
IREF. DRAWING NAME
1 7 3006
1 2017-0109-GEN- NOTES. d�q
23. PRIOR TO ANY TESTING, ALL MAINS 6" IN DIA. AND LARGER SHALL HAVE A LINE SIZE SWAB PASSED
THRU THE ENTIRE LENGTH OF THE LINE, NCTE: SWAB SHOULD BE PLACED IN lst. JOINT OF NEW LINE.
END 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 SEPERATION SHALL BE MAIINTAINED
BETWEEN THE WATER MAIN AND ANY WASTEWATER UNESNCHES 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 WASTWATER 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 50 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 WITHIN 20 FEET OF THE
CROSSING MUST BE MECHANICALLY RESTRAINED, A MINIMUM VERTICAL CLEARANCE OF 6 INCHES
MUST BE MAINTAINED AT ALL CROSSINGS,
25. WHERE A WATER MAIN 19 TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 6 INCHES OF
VER71CAL 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 FLORIDA TRENCH SAFETY ACT REQUIREMENTS,
FORT PIERCE UTILITIES AUTHORITY WASTEWATER CONSTRUCTION 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 BE POLYVINYL CHLORIDE SDR-35, GREEN OR WHITE IN COLOR,
GRAVITY SEWER MAIN SHALL HAVE LOCATOR TAPE WITH "SEWER" MARKED ON TAPE
AND SHALL CONFORM TO ASTM D-3034,
3. THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR
COMPACTED BASE FOUNDATION. 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 FPUA 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 SERVICES, LOCATION OF
ANY FITTINGS, FINAL RIM AND INVERT ELEVATION OF ALL MANHOLES AND ANY OTHER PERTINENT
INFORMATION NECESSARY TO 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.
8 WASTEWATER FORCE MAINS, WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS
UNDER WATER MAINS WHENEVER POSSIBLE. A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN
THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER
POSSIBLE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE
ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDISTANCE
FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE
(DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM
SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET
OF THE CROSSING MUST BE MECHANICALLY RESTRAINED, A MINIMUM VERTICAL CLEARANCE OF 6 INCHES
MUST BE MAINTAINED AT ALL CROSSINGS.
9. A PRE- CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUA/CITY
COLINTY/FDOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
1& NO FIELD CHANGES OR DEVIATIONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL
FPUA/CITY/COUNTY/FDOT 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
COMMMENCING CONSTRUCTION.
13, WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900,
AND SHALL BE CLASS 150, DR-18,
14. WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR OR WHITE IN COLOR. WASTEWATER
FORCE MAIN SHALL HAVE THHN WIRE & LOCATOR TAPE WITH "SEWER" MARKED ON TAPE.
OF THE PIPE.
15, FITTINGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110
AND ANSI A21.11, CLASS 250 MINIMUM, INTERIOR POLYLINED, AND SEAL COATED.
16, WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN
WIRE (GREEN IN COLOR) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR
TAPE MARKED "SEWER" ON TAPE IN ACCORDANCE WITH FPUA SPECIFICATIONS.
17, MINIMUM COVER SHALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL
REQUIRE PRIOR APPROVAL OF THE UTILITTES 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 FPLA 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.
"m p w Rm 4wft ,�� -_ .-
IF- I
ATLANTIC CIVIL ENGINEERING, INC.
CONSULTING ENGINEERS
2552 PETERS ROAD SUITE D
FORT PIERCE, FLORIDA 34945
(772) 398-1520 PHONE (772) 398-1521 FAX
CERTIFICATE OF AUTHORIZATION #32020
CALL TOLL -FREE
1-800-4�2-4770
SUNSHINE STATE ONE CALL
OF FLORDA, INC
UNDEROROUND UTILITIES NOTIFICATION CENTER
DATE! 3/23/18 JOB No 2017-0109
HORIZ SCALE: 1"=40' -
- I SHEET 8 OF 8
VERT SCAI F, N 1A I
RICHARD MI SA�)A�O/ P.E. #34288 VATE
I*
CONSTRUCTIONPLANS
1040" WmAl IDA 911—j 99A
OPERTIES,
PROPOS D MASONRY CONTRACTOR'S
p AMA Cl�;
AINE!
PROJECT VICINITY
VICINITY MAP
I N.T.S.
DESCRIPTION
AUGUSTINE
�LTONA BEACH
IEY�IEST
LOT 8, AIRPORT INDUSTRIAL PARK UNIT ONE REPLAT, ACCORDING TO
THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 20, PAGE 3, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
Fr. PIERCE
T ART
UBE So
JWE
9
� I PMD BEACH
FT. LAUDERDALE
MIAMI
ST. LUCIIE COUNTY, FLORIIDA
SECT11ON 29, TOWNSMP 34 SOUTH, RANGE 40 EAST
INDEX rl'O
SHEETS
SHEET
NO.
DESCRIPTION
I
COVER SHEET
2
SITE PLAN
3
PAVING, GRADING
& DRAINAGE PLAN
4
UTILITY PLLN
5
PAVING, GRADING
& DRAINAGE DETAILS
6
WATER & SEWER
DETAILS
7
LIFT STATION PLAN/UTILITY DETAILS
8
GENERAL NOTES
PREPARED BY
ATLANTIC CIVIL ENGINEERING, INC.
CONSULTING ENGINEERS
2552 PETERS ROAD * SUITE D * FORT PIERCE, FLORIDA 34945 * (772) 398-1520 PHONE * (772) 398-1521 FAX
State of Fioricc Board of Professional Engineers Authorization No. 32020
N.T.S.
m'-
I-F;ONT _12L
��;o�s —
r, to �TIES
REAR
OFFIC
RLr,%0
ECRONE, b
JuNileoia
BY,
M.LADYktr--�/ FLP.E.No.34288 DATE
I JOB No. 2016-0034 1
SHEET I OF 8
'EXISTING
FIRE HYDRANT
wal
011
m
m
GRAPHIC SCALE
20 0 10 20 40 8
( IN FEET )
1 inch = 20 ft
PROPOSED SITE DATA &
COMPONENT ACRES SO FT. % OF SITE
PROPOSED
BUILDING 0.14 5,933 12.9
PROPOSED
PAVING & WALKS 0.27 11,761 25.6
TOTAL IMPERVIOUS
0.41
17,694
38.6
DRY DETENTION
0.05
2,178
4.7
OPEN SPACE
0.59
26,061
56.7
EXISTING 8"
WATER MAIN
- \ W_
EXISTING 4"
FORCE MAIN
_FM-
R/W�_LINE -
SITE
z �ST LU CIE
Co. AIRPORT-)=
ST LUCIE BLVD
L0
L
FM
W W
ASPHALT
_T
m
FM
PROPOSED
1" WATER
SERVICE
PROPOSED
STOP BAR &
STOP SIGN -,
luf
IN
INDUSTRIAL 27TH STREET
(80' R/W)
PROPOSED SIGN
/-IN WALL NOO-47'10"W
PROPOSED 366.00'
6' CIL FENCE - (OVERALL)
27. PROPOSED
PROPOSED
DETENTION AREA
DETEUTION -AREA
V)
7
</
_x
PR(XP__0SE_D 6
F-17- - - Em
\-PROPOSED 59.33'
L_J
Z
CBS WALL
PROPOSED
2" FM
PROPOSED
26
<11(TYP)
GAT
PUMP STATION
Cn
Z�
ayj / �r.
<i
16" PINE*
z I - /r).
��/ .
-
ws-
.
zj </
PROPOSED
</
5933 SF
10,
20'---1
Lu a-
0
1-STORY 0-
141
D_ 2:
4�M
<
0 6
0 BUILDING 0
<j
zj
4qV
19" pl�'
1
26' Z
PROPOSED __�
Z, I (TYP)
5' CONC WALK 4
LOCATION MAP 11 LOADING ZONE
NOT TO SCALE \ \ 'A� I \ \< \�, ��. 1 41
11 </ -- PROPOSED CONC..)�'Z�/_�
23" PINE # DRIVE AND<PARKING
TOTAL SITE AREA
1.05 45,933 100.0
/1 <i ZA <1
ZA
16" PlNE*
-113.5<
GENERAL
NOTES
10.0'
(AUSTRALIAN)
Z 1
<
59.33'
1. PROJECT NAME:
DOYLE PROPERTIES, LLC INDUSTRIAL 27TH STREET
3:
4
2. LOCATION:
SECTION 29, TOWNSHIP 34 SOUTH, RANGE 40 EAST
0-0
Po
0-)
Z� /J</ zj Z�
�-PROPOSED
/k</
4L�
FORT PIERCE, FLORIDA
p
D&VPSTER
Z_
1 41
3. OWNER:
DOYLE PROPERTIES, LLC
0)
00
Cf)
</
</
ENCLOSURE 00
I
<1
LOT 8 <j
P.O. BOX 12339
zk
</ 4�
FORT PIERCE, FLORIDA 34979
Z
4� <1 4�
LOT 9
<1 ZI
4. APPLICANT
DOYLE PROPERTIES, LLC
P.O. BOX 12339
PROPOSED C
FORT PIERCE, FLORIDA 34979
(EOUOMENT/VEHICLI�/.
MAVIAL_, STORAGE-)
5 ENGINEER:
ATLANTIC CIVIL ENGINEERING, INC.
PROPOSED -
I _:
1
11 . .1 50'N.
2552 PETERS ROAD SUITE D
IRRIGATION
FORT PIERCE, FLORIDA 34945
WELL
PHONE: (772) 398-1520
PROPOSED�'
8' OPAQUE
6.
SURVEYOR:
LAVENTURE & ASSOCIATES, INC.
FENCE
2552 PETERS ROAD SUITE D
FORT PIERCE, FLORIDA 349A,.r
PHONE: (772) 398-6430
7.
DESCRIPTION:
LOT 8, AIRPORT INDUSTRIAL PARK UNIT ONE REPLAT,
ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 20, PAGE 3,
OF THE PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
10' BLDG
SETBACK
OWNER:
TREASURE COAST
FOOD BANK, INC.
EXISTING
ZONING: IL
8.
PARCEL ID NO:
1429-502-0008-0007
LAND USE:IND
9.
TYPE OF PROJECT:
MASONRY CONSTRUCTION OFFICE
10.
PROJECT SIZE:
45,933 SQ FT. (1.06 ACRES) GROSS AREA
11.
BUILDING SIZE:
5,933 SQ FT. (0.14 ACRES)
LOT 10
12. FUTURE LAND USE: IND (INDUSTRIAL)
13. EXISTING ZONING: IL (LIGHT INDUSTRIAL/ST. LUCIE COUNTY)
14. FLOOD ZONE: ZONE X
15. PARKING: REQUIRED 8 SPACES
PROVIDED 8 SPACES
16. DEVELOPMENT BEGIN CONSTRUCTION: APRIL, 2018
SCHEDULE: CONSTRUCTION TO BE COMPLETED: 180 DAYS
17. UTILITY SERVICE:
WATER SERVICE FORT PIERCE UTILITIES AUTHORITY
SEWER SERVICE FORT PIERCE UTILITIES AUTHORITY
18. SITE DRAINAGE: THE STORMWATER MANAGEMENT SYSTEMS WILL CONSIST OF DETENTION AREAS WITH
AN OUTFALL TO THE ROADSIDE SWALE AND WILL BE DESIGNED PER ST. LUCIE
COUNTY AND SOUTH FLORIDA WATER MANAGEMENT DISTRICT CRITERIA.
-1 1 X-A A-
0
PROPOSED SILT
FENCE AND
LIMITS OF CLEARING
S -S S
50' NATIVE
VEGETATION BUFFER
16" PINE
(AUSTRALIAN)
20' BLDG
SETBACK 183.00' y
��PROPOSED
6' CIL FENCE LOT 11
OWNER: JOHN LANGEL, ET AL
EXISTING ZONING: IL
LAND USE:IND
PARKING DATA
USE ITE CODE RATE(PER 1,000 SF) SF SPACES
OFFICE 701 2.84 1780 (5.0) 5 SPACES
WAREHOUSING 150 0.50 4153 (2.0) 2 SPACES
SITE PLAN
DOYLE PROPERTIES, LLC
Lu
0-0
0
P
m
Co
I
Ap
_X �-x----
25' BLDG
SETBACK
'10' BLDG
SETBACK
20' BLDG
SETBACK
EXISTING 8"
WATER MAIN
DRIVEWAY
WITHIN R/W TO
��BECONSTRUCTED
WITH PHASE 1
183.00'
LOT 7
I
_j
SOO*47'1 0"E
366.00' LOT 12
(OVERALL) OWNER: WARREN HEIM CORP.
EXISTING ZONING: IL
LAND USE: IND
TRAFFIC STATEMENT
ITE LAND USE GENERAL LIGHT INDUSTRIAL (X = 40 EMPLOYEES AVG.
7 SPACES
(8 SPACES PROVIDED)
E V I S 1 0 N S - BY DATE
LREVISED DATA Ti�BUE; OMITTED SIDEWALK JOE M 5/4 418
��DD 8' FENCE JOE. M. 5/11/18
.. . . ...... . . .. ..............................
................
....... ............. . . I ......... . ......... I .......
.. 11 11.1 ... I ....... ............ I � ......... .. .....
DAILY TRIP GENERATION
T
= 2.95
(X)
+
30.57 =
149
TRIPS
AM PEAK TRIP GENERATION
T
= 0.27
(X)
+
70.47 =
82
TRIPS
(68/IN
AND 14/OUT)
PM PEAK TRIP GENERATION
T
= 0.29
(X)
+
58.03 =
70
TRIPS
(15/IN
AND 55/OUT)
BY
DATE
DRAWN
JOE M
10/24/17
DESIGNED
RCL
11/10/17
CHECKED
RCL
11/13/17
OA/QC
RML
11/14/17
SURVEY REF.
DRAWING NAME
17.3006
1
2017-0109
SITE-PL41
ATLANTIC CIVIL ENGINEERING, INC.
CONSULTING ENGINEERS
2552 PETERS ROAD SUITE D
FORT PIERCE, FLORIDA 34945
(772) 398-1520 PHONE (772) 398-1521 FAX
CER11FICATE OF AUTHORIZATION #32020
182' __"Y�
EXISTIN0
FIRE HYDRANT
T- W
"o
C�
u
C 4
R/W LINE
-PROPOSED
6' CL FENCE
10' BLDG LOT 6
SETBACK
C
OWNER: TONAKI, LLC
EXISTING ZONING: IL
LAND USE:IND
LOT 13
DATE: 3/23/18 111111 JOB No. 2017-0109
HORIZ SCALE: I"=20' SHEET 2 OF 8
VERT SCALE: N/A 11
USF Frame and Grate as
Indicated. For Traffic Areas
use USF 4155-6209. For
Non -Traffic Areas use USF
8"x8" Conc. Collor
6210.
- -
- - - - - - -
w/ NO. 5 Bar Cont.
2 1/2"x2 1/2"x1/4" Angle
'N/ 3/16"x1"x6" Anchor
Welded 0 6" D.C.
Grout
If
min 18"
Precast
Pavement &
Me 3'- 1
Backfill
XTbkk. a
Generate slg,3�& 5
Reffiferoa WF -WJ.4xW1.4
4
PIPE SIZE TYPE AND
TOP VIEW -SINGLE PIPE
INVERT AS INDICATED
can
R.f
' ' ,
ON PLAN SHEETS
-
r5i'm e
41g,
12;
I [
Am
anw; � 0,11WII
V Plpa ra 5J Sne,
99;
4
S
'4?
I 1
1 1
4
Sid. D10ah Gradai
.............
2' Less r�
PraVff*d,, 5-W
ad
unless r,, E ear *SI.P, Andf S.110'.
�d I Large,
f 5, f pip, To Be faladded, Under Unit Price Per Mitered W 50flan) 1.2 MIW, To t PIP. Far PfPO- 18- And Seedier.
1�� 1 1.11 IdFor PIpea 24" And Larger.
15" R.C.P. MITERED END SECTION
CONSTRUCT MITERS PER FDOT INDEX 273
PER LATEST FOOT DESIGN STANDARDS
PAVEMENT
SECTION
1 1/2"R BASE
'A
A SUBGRADE
#4 BARS CONT.
NOTE: ALL CURBS TO BE SAWCUT
0 5' INTERVALS.
h\
39 (DCONSTRUCT W/ 3,000 PSI (MIN.)
12 HEADER CURB CONCRETE AT 28 DAYS
TOP OF BERM
EL.= 18.15 MIN.
3:1 �3�
EXISTING GRADEU�
MAX. MAX.
MINIMUM PERIMETER BERM
12.0' el
TOP EL.== 17.0-1
TOP OF BERM
EL.= 18,15 MIN.
3:1
MAX.
3 �3 1
'1
M M
M�X.
AX. AX
B OTTOM
OTTOM EL.= VARIES 16.0-17.0
TYPICAL SWALE SECTION @ PROPERTY LINE
TOP EL.= 17.0-1
TOP EL.= 18.00
EL.= 17.0-18.15
IES 16.0-17.0
TYPICAL SWALE SECTION
(SEE PLAN�-
3:1"`�'_BOTTOM E�L.=1600��3:1
MAX. MAX.
DRY DETENTION SECTION
TOP EL.= 18.00
8" Concrete w/ No.
NOTES: 4 Bars At 12" O,C.
Construct Type "C" Inlet per FDOT Index #232.
TYPICAL TYPE "C" INLET
I�LAIN
#4 DOWEL FOR ANCHORING-
T 2 REQUIRED
#4 BAR
5-8" LONG
7
2�
:5
-
4'-0" V-0-
6'-0"
FRONT ELEVATION SECTION
PRECAST CONCRETE WHEEL STOP
,pe
Curb
NOTES:
1. Use 3,000 P.S.I. concrete at 28 days for construction.
2. Subgrade to extend an additional 6" beyond Type "D" Curb.
3. Type "D" Curb to be constructed In accordance with FDOT Index #300.
TYPE "D" CURB
VARIES
Provide 1/8" to 1/4" contraction
/joints at 5' centers (max).
'Compact Subgrade to 98%
of the Maximum Density as
Determined by AASHTO T-99
NOTES:
1. Use 3,000 P.S.I. Concrete At 28 Days for sidewalk construction.
4 THICK SIDEWALK DETAIL
CONSTRUCT SIDEWALKS PER FDOT INDEX 310
PER LATEST FDOT DESIGN STANDARDS
Backfill For Storm Sewer To Be Uniformly Deposited
nd Compacted In Accordance With FDOT Standard
Specifications Section 125-8.3 Latest Edition
12" Pipe O.D. 12"
Design Grade
ranIde I
h
f
lot Slo
Side Slope To Be No
Flatter Th
Necessary
To 1 11
To Inestall Pipe
\�Shape To Receive Bell For R.C.P.
1/2 Pipe Diameter For C.A.P.
STORM PIPE BEDDING DETAIL
20'
PARKING
26'
INAVtL
FILTER FABRIC TO EXTEND
8" MIN. FROM GRATE SIDES
PREDOMINATE FLOW,
METAL INLET GRATE
FILTER FABRIC
TO CONTINUE
UNDER ENTIRE 4
GRATE.
0 4
PICTORIAL VIEW
GENERAL NOTES
1. THIS INLET IS DESIGNED WITH FILTER FABRIC PROTRUDING 8" FROM SIDES FOR
GRIPPING WHEN SEDIMENT NEEDS TO CLEARED AFTER FINAL CONSTRUCTION.
2. FILTER FABRIC TO 13E INSTALLED AND TRIMMED BEFORE GRATE IS INSET.
FILTER FABRIC DETAIL
EDGE OF PAVEMENT
24" STOP BAR
PAINT
4't6 30'
MAXIMUM
�1�1 2'
24"x24" TYPICAL - STOP
UNLESS OTHERWISE I(S
NOTED
Wtolf -
TYPICAL STOP SIGN LOCATION DETAIL
�1'_V' DIA.
TYPICAL PAVEMENT DETAIL
(D CONSTRUCT 6" THICK CONCRETE (3,000 PSI MIN.) SYMBOL SHALL BE PAINTED
W/ FIBREMESH 0 1/5 LB PER CY NTH WHITE PAINT AND TO
(2) 12" STAE31LIZED SUBGRADE (COMPACTED THE DIMENSIONS SHOWN
MIN. 98% OF AASHTO T-180) (LBR 40 MIN.) 12\ HANDICAP SYMBOL
SECTION A -A, TYPICAL PAVEMENT SECTION PAINT DETAIL
�
PAVING, GRADING9 AND DRAINAGE
DETAILS
DOYLE PROPERTIES
A ASTR
PING & SIGNAGE PER FDOT INDEX 17346 AND 17355
PER LATEST FDOT DESIGN STANDARDS
R E V I S 1 0 IN S
BY
DATE
&REVISE SINALE/BERM ELEVATIONS ...... ......
. JOE M.,
5/4/18
REVISE 'PAVEMENT SECTION TO' CONCRETE� ADD FD'OT INDICES
JOE M
5/17/113
1
......... .... ......... ........ . ....... .. . I ..
A.R.E.\.A.SE..F.D.O.T..I.N.DiC.E.S.. . ...... ......... .........
... ... ..... I...... ......... 1.
.....
JOE.M.
VW18
BY
DATE
DRAWN
JOE M
10/27/17
DESIGNED
... RCL
10/20/17
.........
CHECKED
RCIL
......
11/03/17
� 1.
.........
QA/QC
RML
11/08/17
1 SURYI�� REF.
DRAWNP N�.ME
1 08.1067
12016-0034-P66
HANDICAP SIGN
BLUE
FTP 25
NOTES:
1. TOP PORTION OF FTP 25 & 26
SHALL HAVE A REFLECTIVE BLUE
BACKGROUND WITH WHITE REFLECTIVE
SYMBOL AND BORDER.
011%
BLUE
2. BOTTOM PORTION SHALL HAVE A
REFLECTIVE WHITE BACKGROUND WITH
BLACK OPAQUE LEGEND AND BORDER.
3. FTP 25 & 26 MAY BE FABRICATED ON
ONE PANEL OR TWO.
4. FTP 25 IS FOR USE IN AREAS WHERE
Bl. UZI BL JE
SPACE IS LIMITED.
HANDICAP SPACE DETAIL
STRIPING & SIGNAGE PER FDOT INDEX 17346 AND 17355
PER LATEST FDOT DESIGN STANDARDS
12" MIN6
FILTER FABRIC TO EXTEND
On 'Ilk' rROM GRATE SIDES
z
LO
PARKING BY
DISABLED
PERMIT
ONLY
r$250 FINE,
,o 1 1
F.S, 318.14
1 1 2 IN
0
,a 4
*.U4
C14
L
.4
"12 to
HANDICAP
PARKING SIGN
4" MIR
PLAN VIE-W
e WEIR WALL
T.O.W. EL. - 111.15'
INUT TOP
ELEVATION 19.00
TOP WEIR
ELEVATION 18.15
12"HIGH 3" VADE
MIR
KIR 11EV.
OPENING
-ELEVATION 17.50.
1
DRY DETENTION !GTTOM
ELEV. 18.0
DRY DETENTION BOTTOM
ELEV. - 16.0
15"ROP 3" DA. 15"RCP
ILEEIM PIP, INVERT
21.11. Ir 20
STRUCTI.IRE
BOTTOIA
-FTP-26
WHITE ON BLUE
BLACK ON WHITE
- LETTERS
W11 1/2
-BLACK ON WHITE
FTP-55
ALPOST
CONST. 3* DIA-r
BLEEDER 0
EL-15.4
SECTION A -A SECTION B-B
CONTROL STRUCTURE DETAIL
INC.
ATLANTIC CIVIL ENGINEERING,
CONSULTING ENGINEERS
2552 PETERS ROAD SUITE D
FORT PIERCE, FLORIDA 34945
(772) 398-1520 PHONE (772) 398-1521 FAX
CERTIFICATE OF AUTHORIZATION #32020
DATE: 11/08/17
HORIZ SCALE: I"=40'
VERT SCALE: N/A
M.
MODIF ED
TYPE 11C.
INILET
DETENTION
EL - 15,0
JOB No.2017-0109
SHEET OF8
5
AFFIXED BY
TAPE
TUBING S
s0SRNG
WATER MAIN
WINE
RINI
ROWC npE mum wx
By OOKIIIIIACTOR
FINISHED GRADE
f7glyrO Ig IN
EKlSI?NG SEE NOTT
P.UA
WATER MAIN
I' OR 2'
P017SIVICNE
ruff CC
LOCKABLE METER VALVE
CORPORATION STOP (NOTE 5)
(OURS STOP
FORD PART I S4I-XXXX-G,'
THNN WINE
WITH ONE SHOT LOCK
(STERLING SECURITY SYSTEM
JR-00
"7=�� STAINLESS STEEL DOUBLE
STRAP SERVICE SADDLE
NO WITH I.P. THREAD
1. OWE 10 GAUGE THHN WRE $HALL BE ATTACHED TO THE SERVICE LANE
I WHERE SERVICES UNDER PAVEMENT ARE REQUIRED, THE POLYETHYLENE TURING SHALL BE
INSTALLED WITHIN SCHEDULE 40 PVC CASING PIPE
J. I - & 314- METER SIZES "LL REQUIRE A LOCK49LE METER VALVE (CURB STOP)
4. MINIMUM COVER IN UNPAVED AREAS SHALL BE 30", IN PAVED AREAS OR PLANNED ROADWAYS OR
SWALES MIN. COVER SNAU BE 361,
5. MR 2' COMMERCIAL SERVICE INSTALLAIT". FPUA WILL INSTALL ABOVE GROUND METER PER
DEIAIL W-8.
TYPJCAL SINGLE WATER SERVICE CDKN0770
(N.I.S.)
WATER SERVICE DETAIL
SEE M07F
P HE
p2u
V
VCP PlIwff
PW LINCR
Eff
PfPlUNE
PROPliz
vim
ffl-w
IN
IA
v
IT
0,
n
wmvr
IMr4L 4' OR
6' WASTEWATER
SERVICE
- 6100 WINC
emu mHuff
(TYPICAL)
OR IMSERIA-TEE
SOME OR
'VS ARE NOT TV BE USE) DURING NEW CONSTRUC77011-
.ES ARE ONLY APPROVED FOR INSTALLATION ON 24' AND
WER MAINS.
)DIE SHALL BE USED AS A TEMPLATE FOR DETERMINING HOLE
,OCATION.
RE GRADE ADHESIVE SHAU BE USED TO SEAL ROA440 GASKET
SED LINER TO VCP WITH HY"UUC CEMENT
) FOLD STRAP PACK AQAWST IISELF PLACING FREE END
TRAP AND PIPE ON SMALL PIPE, IT 94Y BE NECESSARY TO
TWICE
(N.T.S.)
WASTEWATER SERVICE DETAIL
2 112- AVC, WN. W OW W/ 314-
OVI'LEF OR AIIIIIIIIIIII011W EM
314-P.V.r. WA 40
OR COPPER
FNE HYDRANT
a4LLL
VALW
PROPOSIM "RES01AED .....
OMDE
0
BACTERIOL a nRE H
25r 4* 7130VRARY MAWIM
(AI EL
FORD CURB
nNISHED GWE
A
I' POLn7mnvK
SERV70E LNE
CORPORATION 37up
FORD F7 10 OW APPAOM X&ML
MUSS SnR WME snmp
$9WE S41CIVILE WIN 4P.T.
a4CTFRl0LQaaK 94UPlING POINT 0 WATER MAIN
(MT.S.)
ARM MMW MWW I' RE ENE AW CAP WITH SIRASS
PLUS AT OOMMMN $MR.
W-6
s4crsmoa" &WpuNG PI
f - Am WA
BIT ft. AMM 11MRIES; AUMVTP
RAW
IL Mfg
BACTERIOLOGICAL SAMPLING POINT
NOTE:
PLEASE REFER TO FORT PIERCE UTILTIES STANDARD SEPARATION STATEMENT FOR
WATER / SEWER CONFLICTS,
UTILITY CROSSING OETAI
N.TS,
UT/L/TY CROSSING DETAIL 1 M-5
PC I
ft
UTILITY CROSSING DETAIL
FINISH GRADE
SEE NOTE NO. 5
12"
INITIAL BACKFILL TMBEOMEN7
SPRING MATERIAL
LINE
or
PIPE X HAUNCHING
BE M
�DIRE6 6- IN.
IF UIRED)
FOUNDATION
X (MAY NOT BE
REQUIRED)
BACKFILLING REQUIREMEN
N.T.S.
NOTES:
1) IN CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED.
2) BEDDING 15 REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE.
BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL
SUPPORT UNDER THE PIPE.
3) HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE.
MATERIAL SHALL BE CONSOLIDATED UNDER THE PIIPE AND HAND TAMPED TO PROVIDE
ADEQUATE SIDE SUPPORT.
4) INITIAL BACKFILL MATERIAL SHALL 13L HAND PLACED TO 12" ABOVE THE TOP OF
PIPE. THE SOIL SHALL BE COMPACTED TO 100% MAX, DENSITY,(AASHTO T-99)
5) BACKFILL SHALL BE COMPACTED TO 100% OF MAX. DENSITY AS PER AASHTO T-99,
TO A POINT 30" BELOW PROPOSED PROFILE GRADE OR EXISTING GRAIDE, THE FINAL
30" OF PACKTILL SHALL BE COMPACTED TO 987 OF MAX. DENSITY AS PER AASHTO
T= 180:
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 SAFETY
RIZCULATIONS�
FACKFILLING REGUIREMENTS W�2
WS-09 NOTES
DATE., 1111 RE 10 Y, I APPD'
Nsle'VED. compu;km tru! ,
Jim MISC DETAILS 200802.10KI
PAWN BY. S
Jim INTS,
DATE. SHEET
ET
2010 :E
aTANDARD SEPARATION STATEMENT FO
WATER / SEWER CONFLICT
1. SANITARY SEWER. FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER
POSSIBLE. SANITARY SEWERS. FORCE MAINS AND STORM SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID
TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 6 INCHES, PREFERABLY 12 INCHES BETWEEN THE INVERT OF THE
UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHEN ABOVE, AND AT LEAST 12 INCHES OF SEPARATION WHEN
THE WATER MAIN IS BELOW,
WHERE SANITARY SEWER, FORCE MAINS, STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 6 INCHES
VERTICAL SEPARATION, BOTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP)
CENTERED ON THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS,) SUFFICIENT LENGTHS OF DIP MUST
BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 PEET BETWEEN TWO JOINTS, ALL JOINTS ON THE WATER
MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED.
&L CROSSINGS SHALL BE ARRANGED 60 THAT THE SEWER PIPE JOINT% AND WATER MAIN PIPE JOINTS ARE
FOLJIHI%TA14T FROM THE POINT OF CRO59ING tPIPES CENTERED ON THE GROSSING): AT SUCH CROSSINGS PIPES
WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 6 INCHES VERTICAL CLEARANCE, THE NEW
PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWER%) AND NEW PIPES SHALL BE ARRANGED TO MEET
THE CROSSING REQUIREMENTS ABOVE:
2: A MINIMUM �-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN Aw TYPE or STORM §EWER AND
WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE,
A MINIMUM 3=FOOT. AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN
VACUUM TYPE SANITARY SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER F0.591BLE,
A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN "ONSITE SEWAGE TREATMENT AND
DISPOSAL SYSTEM" AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE,
A MINIMUM 6-FOOT, AND PREFERABLE JO=FOQT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN GRAVITY
OR PRESSURE TYPE SANITARY 5EWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER AND
WATER MAIN IN PARALLEL INSTALL4TION5 WHENEVER POSSIBLE, THE MINIMUM HORIZONTAL SEPARATION DISTANCE
BETWEEN WATER MAINS AND ORAVITY=TYPE SANITARY SEWERS SHALL BE REDUCED TO 3 FOOT WHERE THE 9070M
OF THE WATER MAIN IS LAID AT LEAST $19 INCHES ABOVE THE TOP Of THE SEWER
IN CASES WHERE 17 IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION. THE WATER MAIN MUST
BE LAID IN A SEPARATE TRENCH OR ON A UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR
FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN Is AT LEAST 6 INCHES ABOVE THE
TOP OFTHE SEWER.
WHERE 17 IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 6 INCHES IN PARALLEL INSTALLATIONS, THE
WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF
DIP (EXCEPT STORM SEWER) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES, THE WATER MAIN SHOULD ALWAYS
BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS
ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
3. ALL DIP SHALL BE PRESSURE CLASS 250 MIN.. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL
BE USED AS DETERMINED BY THE DESIGN ENGINEER.
STANDARD SEPARATION STATEMENT
LIMIT OF UTILITIES
AUTHORITY INSTALLATION
PLAN
TEE FOR TESTING NIPPLE
WATER METER APPROVED 6ACKFLOW
ASSEMBLY
6" NIPPLE 6, NIPPLE
90' ELBOW--,,., 90' ELBOW
2" LOCKABLE 2" CORPORATION
CORPORATION
2" LOCKING 29
TEST PORT METER FLANGE
.1� CURB STOP TEST PORT
FINISHED GRADE
PROFIL
2" COPLER
SERVICE PIPE
NOTES:
1. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE
COUNTY ORDINANCE. NO PLANTS OR TREES WITHIN 18" AROUND
METER OR BACKFLOW. NO SOLDER JOINTS,
2. ASSEMBLY TO BE 29" FROM FINISH GRADE TO CENTERLINE OF THE
FLANGED 90' BENQ
WATER MEEU/EACKE�QW PREVENMR ASSEOL
DOMESTIC SOVICC (COMMERCIAj
(N,T,§:)
WATER METERIBACKFLOW PREVENTER
ASSEMBLY-OOMESTIC SERVICE5 W�a
(METER SIZE 2" OR LESS)
ZIP= "A
c0RfivfP?-I%
FT liffy
ff
4DA'
BACKFILLING REQUIREMENTS WATER METER/BACKFLOW PREVENTER
ASSEMBLY DOMESTIC SERVICE (COMMERCIAL)
WATER AND SEWER DETAILS
R E V I S 1 0 N S
BY
DATE
BY
DATE
. .....
DRAWN ,
DESIG I NED
CHECKED
OA/QC
JCE_M
I RCL
RCL
RML
10�27/17
10�20/17
11/03/17
4/04/18
DOYLE PROPERTIES, LLC
SURVEY REF.
17,3006
IDRAWING NAMI
26i�-oo�4-pGi
ATLANTIC CIVIL ENGINEERING, INC.
CONSULTING ENGINEERS
2552 PETERS ROAD SUITE D
FORT PIERCE, FLORIDA 34945
(772) 398-1520 PHONE (772) 398-1521 FAX
CERTIFICATE OF AUTHORIZATION #32020
DATE 3/23/18
HORIZ SCALE: 1"-40'
VERT SCALE; N/A
m�
JOB No,2017-0109
SHEET 6 OF 8
11
— NEMA 3R TYPE 304SS DUPLEX ELECTRICAL CONTROL
PANEL TO INCLUDE EMERGENCY GENERATOR RECEPTACLE,
LIGHTNING ARRESTOR, SURGE ARRESTOR, MAIN BREAKER,
EMERGENCY BREAKER, PUMP BREAKERS, MOTOR STARTERS
WITH THERMAL OVERLOAD PROTECTION, HIGH WATER ALARM
LIGHT WITH HORN, SILENCE AND TEST, HOA SWITCHES,
RUN LIGHTS, NON—RESETTABLE ELAPSED TIME METERS,
AND DUPLEX ALTERNATIING CONTROL SEQUENCE AS A MINIMUM,
BOTTOM OF CONTROL PANEL TO BE MOUNTED AT/ABOVE
100 YEAR FLOOD ELEVATION
PANEL TO MANUFACTURED AND LABELED IN
ACCORDANCE WITH UL STANDARD FOR SAFETY 508A
EYS CONDUIT SEAL
(TYP. OF 3)
2" CONDUIT
(TYP. OF 3)
2" SCH80 PVC —
VENT ASSEMBLY
W/SS SCREEN
TOP "A"
GRADE "B"
2" ADAPT —A —FLEX
CONDUIT FITTING
(TYPICAL OF THREE)
"J" INLET FITTING
FIELD INSTALL
BY OTHERS
INLET INVERT "cl,
no
G PUMP ON 11
ALUMINUM BASIN COVER
W/FLOODTIGHT 240 X 36�
HINGED ACCESS DOOR
AS MANUFACTURED BY
USF FABRICATION
48"
DIAMETER
FIBERGLASS
REINFORCED
WET
WELL
304SS
LIFTING
CHAIN
LEGEND
FT NGVD
A
TOP ELEVATION
19.50
8
GRADE ELEVATION
19.00
C
INLET INVERT ELEVATION 1
16.00
C
INLET INVERT ELEVATION 2
13.00
D
ALARM FLOAT ELEVATION
13.00
E
LAG FLOTT ELEVATION
12.50
FILEAD
FLOAT ELEVATION
12,00
GIOFF
FLOAT ELEVATION
'110
ION
� 50
J
I INLET PIPE SIZE
6'
ALUMINUM VALVE VAULT COVER
W/FLOODTIGHT 24" X 36"
HINGED ACCESS DOOR
AS MANUFACTURED BY
USF FABRICATION
316SS TOP RAIL SUPPORT
(BOLTS TO NUT RAIL)
2" QUICK
DISCONNEC
W/DUST CA
2" RESILI NT
SEAT G Tj
VALVE
---24' RESILIIEFT
SEAT GATI
VALVE
2" CAST IRON
BALL CHECK
VALVE
1" SCH40 TYPE 304$S GUIDE PIPE
2" SCH80 PVC DISCHARGE PIPE
MYERS PUMP MODEL WGL20-23 SUBMERSIBLE
GRINDER PUMP RATED 2HP, 23OV, 3—PHASE, 60HZ
LEAD PUMP ON "F" DUTY: 28 GPM @ 73 FT TDH
BE
01 "
Bol BE I III HORN 11 z HORN
0 ('_� I I
ETMI ETMa ]SILENCE SI1_110E
PLI P1.2 LT
(D (D 01.1.2 R3
swi swe R4
a a OLL3 R15
OSFI OSF2 OLL4 Q OR
c* c* ED
REC
TEST MODE ujj��
BAUPANEL
• LIGHTNING ARRESTOR MOUNTED ON BACKPANEL BEHIND BREAKER FRAME
• SURGE ARRESTOR MOUNTED ON BACKPANEL BEHIND BREAKER FRAME
BILL OF MATERIALS
BM/BE MAIN/EMERG BREAKERS SQUARE D QIJU330
BI/B2 PUMP BREAKERS SQUARE D QQU320
BC CONTR12L BREAKER SQUARE D QUU115
BR RECEPTACLE BREAKER SQUARE D QOU115
RED DUPLEX RECEPTACLE PASS & SEYMOUR 1591-1
GR GENERATOR RECEPTACLE PYLE NATIONAL JRE4100PR
LA LIGHTNING ARRESTOR DELTA M0603
SA SURGE ARRESTOR DELTA CA603
PM PHASE MONITOR DIVERSIFIED S1_A230ASA
Sl/S2 PUMP STARTERS TELEMECARIQUE LrlDI810
30" X 40" FIBERGLASS DL THERMAL OVERLOAD RELAY TELEMECANIQUE LR2DI314
AL ALARM LIGHT INGRAM LRX-40
REINFORCED VALVE VAULT HORN ALARM HORN EDWARDS 870P-N5
SIL SILENCE CONTROL CONCEPTS PR4
TEST ALARM TEST CARLING 6FA54-73
RI DPDT RELAY OMRON MK2P-SI20VAC
ALT ALTERNATOR DIVERSIFIED ARA120ABA
MODE ALTERNATOR MODE SWITCH CARLING 25E54-73
SW1/2 HAND -OFF -AUTO SWITCH CONTROL CONCEPTS SS'
ETM1/2 ELAPSED TIME METER GRASSILIN FWZ�-72
PLI/2 PILOT LIGHT CONTROL CONCEPTS FVLU12OGNT
P1_4-9 PUSH -TO -TEST PILOT LIGHT CONTROL CONCEPTS FVPTT120-IPBCRD
31 OSFI/2 OIL SEAL FAIL LIGHTS LITTELFUSE 970-67OA-92WRN
XFMR 120X24 TRANSFORMER MICRON BO50UP7JK
FU FUSE BUSSMAN FNM-2
361, RR-5 DPDT RELAY OMRON LY2-24VAC
ENC PANEL ENCLOSURE RONNEX 3RSS/242410 WITH
3 P OINT DOOR LATCH
SCHARGE
"VFI GRINDER SYSTEM CONTROL PANEL
PER ENGINEER OF RECORD
----MYERS SRA125 LIFT —OUT
PUMPS OFF "G" IL ASSEMBLY
L SERVICE METER
4
NEMA 4X SQUARE-D MODEL H321DS
SERVICE RATED FUSED DISCONNECT
BOTTOM "Id"
3/4" HOSE BIBB W/RPZ BACKFLOW DEVICE
12'
STAINLESS -STEEL STRAPS
THERM-O-WELD
4 1c,4
FEEDERS CONDUIT--/. CONDUIT
A 1 # 6 IN 3/4
UV SCH. 80 P�V.C.
GRINDER PUMP STATION DETAILS 4
2" SCH80 PVC UNION
(TYPICAL OF THREE)
2" CAST IRON BALL CHECK
VALVE (TYPICAL OF TWO)
2" BRONZE RESILIENT SEAT GATE
VALVE (TYPICAL OF THREE)
2" SCH80 PVC PIPE
TYPICAL THROUGHOUT
2" SCH80 PVC ELBOW
(TYPICAL OF THREE)
2" SCH80 PVC CROSS
(TYPICAL OF ONE)
FINISH GRADE
TO ELECTRIC
TRANSFORMER
__r\�3/4"
x 8' COPPER GROUND ROD
REAR VIE
IGHT
VISIBLE FROM ALL DIRECTIONS
NEMA 3X - 24" x 24" x 8" STAINLESS STEEL
CONTROL PANEL
c
RIGID GALVANIZED CONDUIT
�CONDUIT SEAL OFF
TO BE PLACED WITHIN 18" OF
PROVIDE 10' x 2.�' x 6"�/
z ELECTRICAL ENCLOSURE.
m (3 - 1 1/2" REQUIRED)
CONCRETE PEDESTAL WITH
#4 BAR 12" O.C. E.W.
—NEMA 4X-6" x 6" x 24"STAINLESS STEEL
WEATHERPROOF JUNCTION BOX WITH TERMINAL STRIP
TO ELECTRIC
TRANSFORMER
5
IN
T WET WELL -FINISH GRADE
=��(SEE NOTE 1)
r90 SWEEP
PR OVIDE THREE SEPARATE CONDUITS FOR
MOTOR CABLES AND LIQUID LEVEL
REGULATOR CABLES. CONDUIT $HALL BE
SIDE VIE
SCH 80 PVC 1-1/2".
NOTES,
1 PEDESTAL MUST BE LOCATED A MINIMUM OF 4 FEET FROM THE WET WELL,
2. CONTROL PANEL CAN BE MOUNTED TO
BUILDING WALL, PER OWNER'S DISCRETION.
PANEL MUST BE
WITHIN 50 FT. OF STATICN.
CONTROL
PANEL
PEDESTAL (OPTIONAL)
120 VAC
0 M I
R3
S1 3
- - t I
PLI
-1b
DO 4 9 10
,
i OL
1 7
MAIN
,OWN ECT
DISC
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62 KOHMS TOTAL RESISTANCE
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62 KOHMS TOTAL RESISTANCE
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F.q_1 TEST 33
SECURE TO PIPE SUPPORT WITH
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3�4" REDUCED PRESSURE BACKFLOW
P EVENTOR (BY CONTRACTOR)_�"
BALL VALVE WITH
TEST COCK (TYPICAL)
SEE NOTE #2 ___1j I ICN
SEE NOTE #1
34
3a
OFF I
WIRE COLOR CODE
(#,CLR)
0 - BLACK
1 - BROWN
2 - RED
3 - ORANGE
4 - YELLOW
5 - GREEN
6 - BLUE
7 - PURPLE
8 - GRAY
9 - WHITE
CONTROL PANEL SCHEMATIC
3/4" HOSE BIBB
FINISH GRADE
2" GALVANIZED SUPPORT
PIPE FILLED WITH CONCRETE
UPTES:
1. 1" POLYETHYLENE TUBING SDR 9 COPPER TUBE SIZE.
2, LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY
ORDINANCE. NO PLANTS OR TREES WITHIN 18" AROUND METER & BACKFLOW.
NO SOLDER JOINTS,
HOSv BIBB-.Y
1:1 -/RPZ BACKELOW PREVENTER
R E V I S 1 0 IN S BY DATE
LIFT STATION AND
WATER & SEWER DETAILS ..... .. .. ...
DOYLE PROPERTIES, LLC
BY
DATE
DRAWN
JOE M
10/27/17
DESIGNED
RCL
10/20/17
CHECKED
RCL
11/03/17
OA/QC
RML
4/04/18
SU RVEY REF.
NAME
' 17.3066
JORAWING
2016-66�4-i56b
PM
TI T2 T3 11 12 115 TO
CONTROL
mi M2
9.5 FLA 9.5 FLA
2 HP 2 HIP
NOTES:
1� PANEL MUST BE GROUNDED IN ACCORDANCE WITH LOCAL, STATE, AND NATIONAL CODES
2 A GROUNDED SYSTEM NEUTRAL MUST BE SUPPLIED (GROUNDING TO BE IN ACCORDANCE
WITH NAT10NAL ELECTRIC CODE ARTICLE 250)
3) USE COPPER CONDUCTORS RATED 50deg C IF RATED LESS THAN 100 AMPS;
75deg C IF RATED 100 AMPS OR MORE
4 ALL CONDUITS MUST ENTER FROM BOTTOM
5 TERMINAL TIGHTENING TORQUE REQUIREMENTS FOR NEUTRAL, GROUND AND INCOMIING
POWER CONNECTIONS ARE AS FOLLOWS: 35LB-IN FOR #18-#IOAWG; 40LB-IN FOR
6) IBAWG; AND 45LB-IN FOR16-#4AWG
ERMINAL TIGHTENING TORO [E REQUIREMENTS FOR #18AWG PUMP CONTROL CABLES AND
FLOATS ARE 20LB-IN
7) MAIN & EMERGENCY BREAKERS ARE MECHANICALLY INTERLOCKED TO PREVENT
SIMULTANEOUS OPERATION
B)GENERATOR POWER REQUIREMENT IS 7KW CONTINUOUS OUTPUT WITH 30 AMPERE
RATING I 20e/23OV, 3 PHASE, 60HZ.
CONTROL PANEL SCHEMATIC
VALVE BOX & CO�LAR
USF # 7535
4
MOUNT BRONZE DISC WITH
VALVE NOMENCLATURE
3" POLYETHELYNE CAM LOCK ASS'
W/ VENTED AIR RELEASE
M.
8 AX,
: 4
12�
21"GALVANIZED NIPPLE-�
SCHEDULE 80 PvC ivirr��j
45* PVC BENDSi
2" RESILIENT SEAT GATE VALVE---/
SECTION A -A
PUMPOUT CONNECTION
ATLANTIC CIVIL ENGINEERING, INC.
CONSULTING ENGINEERS
2552 PETERS ROAD SUITE D
FORT PIERCE, FLORIDA 34945
:(772) 398-1520 PHONE (772) 398-1521 FAX
CERTIFICATE OF AUTHORIZATION #32020
I DATE: 3/23/18
HORIZ SCALE: 1"=40-
VERT SCA1 F- N/A
RICHARD
.E.
JOB No.2017-0109
SHEET 7 OF 8
�� -
SURPLEMENTARY QQNDI-noNs
PERMITS AND LICENSES: CONSTRUCTION PERMITS FOR CERTAIN ELEMENTS OF THE
PROJECT WORK HAVE BEEN OBTAINED OR APPLIED FOR BY THE OWNER, AMD THE DESIGN
AND CONSTRUCTION REQUIREMENTS OF THE PROJECT REFLECT CONSTRAINTS AND
CONDITIONS IMPOSED BY THESE PERMITS. THE CONTRACTOR SHALL PERFORM HIS WORK
AND SHALL CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE REQUIREMENTS OF
THESE PERMITS AND APPROVALS, COPIES OF WHICH ARE AVAILABLE FOR HIS REVIEW
AND USE FROM THE ENGINEER, UPON REQUEST, THE CONTRACTOR SHALL SECURE ALL
WORK PERMITS, APPROVALS OR LICENSES REQUIRED TO PERFORM THE WORK, AND HE
SHALL PERFORM THE WORK IN STRICT ACCORDANCE WITH THOSE PERMITS, APPROVALS
OR LICENSES.
CONTRACTISSUE
GENERAL CONDITIONS: UNLESS OTHERWISE STATED IN THESE SUPPLEMENTARY
CONDITIONS, THE PROVISIONS OF THE "STANDARD GENERAL CONDITIONS OF THE
S TRACT," REFERENCED ABOVE, SHALL BE USED TO GOVERN ALL
ISSUES ADDRESSED IN THOSE GENERAL CONDITIONS FOR THIS PROJECT.
OWNER -ENGINEER RELATIONSHIP� ANY AGREEMENT BETWEEN OWNER AND ENGINEER
SHALL NOT BE CONSTRUED TO PROVIDE ANY OBLIGATION FROM THE ENGINEER TO ANY
THIRD PARTIES INCLUDING, BUT NOT LIMITED TO, ANY CONTRACTORS (GENERAL OR SUB),
ORS IN TITLE TO THE OWNER. THE RIGHTS UNDER ANY AGREEMENT
BETWEEN OWNER AND ENGINEER INURE ONLY TO THOSE TWO PARTIES.
PARTIAL PAYMENTS: PARTIAL PAYMENTS SHALL BE CALCULATED FROM QUANTITIES OF
WORK IN PLACE. THESE PAYMENTS SHALL BE BASED ON THE AGREEMENT UNIT PRICES
AND WILL BE MADE ON OR ABOUT THE 15TH OF EACH MONTH FOR THE PREVIOUS
MONTH'S PROGRESS. THE CONTRACTOR SHALL, AFTER THE FIRST OF EACH MONTH,
SUBMIT INVOICES FOR MATERIALS USED AND WORK PERFORMED FOR THE PREVIOUS
MONTH. THE ENGINEER WILL REVIEW ALL INVOICES ALONG WITH RECORD DRAWINGS AND
FIELD NOTES TO DATE BEFORE PRESENTING THEM TO THE OWNER FOR PAYMENT. TEN
PERCENT (10%) OF THE AMOUNT DUE AND PAYABLE TO THE CONTRACTOR WILL BE
RETAINED FROM EACH PARTIAL PAYMENT. FINAL PAYMENTS WILL BE ACCOMPLISHED AS
PRESCRIBED IN THE AGREEMENT.
THE DRAWING
ERRORS OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS: PRIOR TO INITIATION OF
THE WORK, THE CONTRACTOR SHALL CHECK DIMENSIONS, GRADES, ELEVATIONS AND THE
SUMMARY OF ESTIMATED QUANTITIES SHOWN ON THE DRAWINGS TO ASSURE HIMSELF
THAT THEY ARE CORRECT AND THAT THE WORK CAN BE ACCOMPLISHED AS INTENDED.
THE CONTRACTOR SHALL TAKE NO ADVANTAGE OF ANY APPARENT ERROR OR OMISSION
WHICH HE MIGHT DISCOVER, BUT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF SUCH
DISCOVERY, WHO WILL THEN MAKE SUCH CORRECTIONS AND INTERPRETATIONS AS HE
DEEMS NECESSARY FOR REFLECTING THE ACTUAL SPIRIT AND INTENT Or THE DRAWINGS
AND SPECIFICATIONS,
SOIL AND SUBSOIL CONDITIONS: IT IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE
CONTRACTOR TO:
1. PLACE HIS OWN INTERPRETATION ON ANY AND ALL SOIL AND SUBSOIL DATA
RAWINGS OR THIS PROJECT MANUAL.
2, PERFORM HIS OWN SOIL AND SUBSOIL INVESTIGATION TO DETERMINE THE NATURE,
CHARACTER, LOCATION AND EXTENT OF ALL SOIL AND SUBSOIL CONDITIONS THAT MAY
AFFECT HIS WORK; AND
3. INCLUDE IN HIS CONTRACT PRICE CONSIDERATION FOR ALL WORK NECESSARY TO
ASSURE THAT THE SOIL AND SUBSOIL CONDITIONS WILL MEET THE REQUIREMENTS OF
THE SPECIFICATIONS AND THE APPLICABLE REGULATIONS OF THE CITIES OF ST. LUCIE
WEST PORT ST. LUCIE AND ST. LUCIE COUNTY.
THE WOR
PRE-CONSTRUCTON CONFERENCE: IMMEDIATELY AFTER THE AGREEMENT HAS BEEN AWARDED, THE
ENGINEER SHALL CALL A PRE- CONSTRUCTION CONFERENCE TO BE HELD WITHIN FIFTEEN (15) CALENDAR
DAYS AFTER THE AWARE) AND PRIOR TO INITIATION OF THE WORK AT A PLACE DESIGNATED TO HIM, TO
REVIEW THE CONSTRUCTION ASPECTS OF THE PROJECT, THE MEETING WILL BE BETWEEN THE ENGINEER,
OWNER AND THE CONTRACTOR. THE CONTRACTOR SHALL PRESENT HIS TENTATIVE DETAILED WORKING
SCHEDULE FOR THE PROJECT SO THAT IT MAY BE REVIEWED BY THE ENGINEER AND OWNER.
ADDITIONALLY, IT WILL AFFORD THE CONTRACTOR AN OPPORIUNITY TO HAVE ANY QUESTIONS HE MAY
HAVE ON THE WORK CLARIFIED BY THE ENGINEER. NO WORK UNDER THE AGREEMENT SHALL COMMENCE
UNTIL AFTER THE NOTICE TO PROCEED HAS BEEN ISSUED.
COMMENCEMENT AND COMPLETION OF THE WORK: THE CONTRACTOR SHALL COMMENCE WORK UNDER
THE AGREEMENT WITHIN TEN (10) CALENDAR DAYS AFTER THE DAY OF RECEIPT HY HIM OF THE NOTICE
TO PROCEED AND SHALL COMPLETE THE WORK READY FOR USE NOT LATER THAN THE TIME INDICATED
IN THE AGREEMENT. THE TIME STATED FOR COMPLETION SHALL INCLUDE FINAL CLEANUP OF THE
PREMISED,
ESTIMATED QUANTITIES: THE QUANTITIES ESTIMATED FOR VARIOUS ITEMS OF WORK ARE ONLY
ESTIMATES, AND MAY NOT REFLECT ALL THE ITEMS OF WORK OR THE FINAL QUANTITIES NEEDED TO
COMPLETE THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DO ALL WORK AND TO
FURNISH AND INSTALL ALL IMPROVEMENTS SHOWN ON THE DRAWINGS. WHETHER OR NOT THEY ARE
SHOWN IN THE ESTIMATED OIJANTITIES. OR WHETHER THE FINAL QUANTITIES ARE MORE OR LESS THAN
THOSE E"MATED.
HORIZONTAL AND VERTICAL CONTROL: THE CONTRACTOR SHALL CONSTRUCT THE REQUIRED
IMPROVEMENTS IN THE LOCATIONS SHOWN ON THE DRAWINGS, AND SHALL USE AS HORIZONTAL
CONTROL POINTS THE EXISTING PROPERTY CORNERS AS SHOWN ON THE PLANS. THE HORIZONTAL
CONTROL POINTS WERE PROVIDED BY LAVENTURE AND ASSOCIATES, INC., (772-398-6430). As
VERTICAL CONTROL, BENCHMARKS SHALL BE PROVIDED AT THE SITE, FQR USE IN ESTABLISHING THE
NECESSARY ELEVATIONS AND GRADES AT THE LOCATIONS SHOWN ON THE PLANS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL CONTROL POINTS AND TO REESTABLISH SAID
POINTS AS NECESSARY. REMAINING HORIZONTAL AND VERTICAL CONTROL WORK SHALL BE PERFORMED
BY THE CONTRACTOR. THE VERTICAL CONTROL POINTS FOR THIS PROJECT WERE PROVIDED BY
LAVENTURE AND ASSOCIATES, INC., (772-398-6430).
COORDINATION OF WORK WITH OTHERS: THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE
WORK OR IMPROVEMENTS OF OTHERS WITH REGARD TO NEW CONSTRUCTION, OR FOR THE NEED OF
REMOVAL, RELOCATION OR ALTERATION OF EXISTING FACILITIES. THIS INCLUDES, BUT IS NOT LIMITED TO,
THE QWNER, SOUTHERN BELL TELEPHONE & TELEGRAPH, TCI UNITED ARTISTS CABLE VISION COMPANY,
ST. LUCIE COUNTY UTILITIES, CENTRAL FLORIDA CELLULAR PHONE COMPANY, ST, LUCIE COUNTY
ENGINEERING DEPARTMENT AND THEIR CONTRACTORS, SUBCONTRACTORS OR AGENTS. STANDARDS FOR
QUALITY AND WORKMANSHIP: ALL MATERIALS, EQUIPMENT AND SUPPLIES FURNISHED BY THE
CONTRACTOR FOR PERMANENT INCORPORATION IN THE WORK SHALL BE NEW AND OF THE QUALITY
STANDARDS SPECIFIED. WORKMANSHIP SHALL BE FIRST-CLASS AND THE FINISHED PRODUCT EQUAL To
THE BEST ACCEPTED STANDARDS OF THE TRADE FOR THE CATEGORY OF WORK PERFORMED.
TEMPORARY UTILITIES: ALL ARRANGEMENTS AND COSTS FOR TEMPORARY POWER, WATER
AND WASTEWATER FACILITIES DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
OBSERVNG THE WORK: THE PROGRESS AND QUALITY OF THE WORK WILL BE OBSERVED BY
THE OWNER'S ENGINEER OR ENGINEER'S APPOINTED EMPLOYEE. NO OBSERVER IS AUTHORIZED
TO CHANGE ANY PROVISIONS OF THE SPECIFICATIONS WITHOUT WRITTEN AUTHORIZATION OF
THE OWNER'S ENGINEER, NOR SHALL THE PRESENCE AND/ OR THE ABSENCE Or AN
THE CONTRACTOR FROM ANY REQUIREMENTS OF THE DRAWINGS AND
SPECIFICATIONS.
ALL GIVE THE ENGINEER A MINIMUM OF 24 HOURS NOTICE PRIOR TO
REQUIRED INSPECTIONS, AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST
AND INSPECT THE COMPLETED WORK.
IN ADDITION TO THE REQUIREMENTS PREVIOUSLY REFERENCED, THE FOLLOWING MINIMUM
CONSTRUCTION CONTROL CHECKPOINTS SHALL BE ADHERED TO, AND THE CONTRACTOR SHALL
NOTIFY THE ENGINEER FOR OBSERVATION:
1. PRIOR TO ANY DEVIATION FROM THE DRAWINGS;
2. PRIOR TO ANY BACK FILLING TRENCHES CONTAINING HYDRAULIC CONDUITS, SO THE
JOINTING MAY BE INSPECTED;
3. PRIOR TO TESTING OF ALL HYDRAULIC CONDUITS.
4. PRIOR TO PLACEMENT OF ROADWAY BASE MATERIAL, CONCRETE OR ASPHALTIC CONCRETE.
5. UPON COMPLETION OF CONSTRUCTION FOR FINAL INSPECTION WITH THE CONTRACTOR OR
HIS REPRESENTATIVE.
TESTING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE
INDEPENDENT TESTING LABORATORY DESIGNATED BY THE OWNER, THE TESTING AND
RMED TO STRICT COMPLIANCE
WITH THE SPECIFICATIONS, COST FOR THE INITIAL TESTING SHALL BE BORNE BY THE OWNER.
ANY RETESTS REQUIRED DUE TO FAILURE TO MEET THE MINIMUM REQUIREMENTS SHALL BE
RACTOR. THE NAME OF THE OWNER'S TESTING
LABORATORY SHALL BE SUPPLIED AT THE PRE CONSTRUCTION MEETING,
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 OF FACILITIES PRIOR TO PERFORMANCE OF
ANY WORK IN THE VICINITY. THE UTILITY COMPANIES OR UTILITY AGENCIES WILL COOPERATE
WITH THE CONTRACTOR IN LOCATING UNDERGROUND UTILITIES THAT MAY BE SUBJECT TO
DAMAGE OR INTERRUPTION OF SERVICES DURING THE CONTRACTOR'S OPERATIONS. PRIOR TO
START OF THE WORK, THE CONTRACTOR SHALL REQUEST THAT EACH UTILITY AGENCY ADVISE
HIM OF THE LOCATION OF THEIR FACILITIES IN THE VICINITY. THE OWNER WILL ASSUME NO
LIABILITY FOR DAMAGES SUSTAINED OR COSTS INCURRED BECAUSE OF THE CONTRACTOR'S
OPERATION IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, OR TO THE TEMPORARY
BRACING AND SHORING OF SAME. IN THE EVENT THAT IT IS NECESSARY TO SHORE, BRACE,
OR SWING A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED
CONTACTED AND THEIR PERMISSION SECURED AS TO THE METHOD USED FOR ANY SUCH
WORK.
R 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 FALSE
WORK, EQUIPMENT, SURPLUS AND DISCARD 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 DRAWINGS: AFTER COMPLETION OF THE CONTRACT WORK, BUT PRIOR TO SUBMITTAL
FINAL PAYMENT, THE CONTRACTOR SHALL PROVIDE ALL INFORMATION
OR PREPARATION OF FINAL RECORD DRAWINGS FOR SUBMITTAL TO THE
OWNER OF THE COMPLETED IMPROVEMENTS. THE INFORMATION SHALL INCLUDE FINAL
LOCATION, BY REFERENCE TO COMPLETED IMPROVEMENTS, OR OTHER ACCEPTABLE MEANS, OF
ALL UNDERGROUND OR SUBMERGED IMPROVEMENTS, THE ELEVATIONS OF PERTINENT POINTS IN
THE DRAINAGE, WATER AND WASTEWATER SYSTEMS, ACTUAL CONSTRUCTED PIPE LENGTHS,
SLOPES AND INVERTS, CUTOFF WALL DIMENSIONS AND ELEVATIONS, ALL REVISIONS TO THE
ORIGINAL PLANS, AND ALL INFORMATION NECESSARY TO LOCATE AND OPERATE THE
IMPROVEMENTS CONSTRUCTED UNDER THIS AGREEMENT, PAYMENT FOR OBTAINING AND
PROVIDING THE RECORD DRAWING INFORMATION SHALL BE INCLUDED IN THE CONTRACT UNIT
PRICES FOR THE VARIOUS ITEMS OF WORK TO WHICH IT IS INCIDENTAL.
THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION, SO THAT THE ENGINEER'S
REPRESENTATIVE IS PRESENT AND CAN CONFIRM THE RECORD INFORMATION As FOLLOWS.
I
THE FINAL LOCATION, BY REFERENCE TO AT LEAST TWO COMPLETED VISIBLE IMPROVEMENTS
OR OTHER PERMANENT POINTS, OF ALL PAVING, DRAINAGE, WATER DISTRIBUTION SYSTEM AND
WASTEWATER COLLECTION SYSTEM ELEMENTS, AND SHALL INCLUDE ELEVA71ONS OF PERTINENT
POINTS IN TE PAVEMENT AND DRAINAGE IMPROVEMENTS, ALL REVISIONS TO THE ORIGINAL
PLANS, VERIFICATION OF ALL DESIGN DIMENSIONS, ELEVATIONS, PIPE SLOPES, PIPE LENGTHS
AND ALL OTHER INFORMATION NECESSARY TO HORIZONTALLY AND VERTICALLY LOCATE AND
OPERATE THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. INFORMATION TO BE
SHOWN FOR THE WATER DISTRIBUTION SYSTEM INCLUDES THE LOCATION SERVICE TERMINALS,
FOR THE WASTEWATER COLLECTION SYSTEM INCLUDES THE LOCATION OF ALL SERVICE
TERMINALS, AND THE LOCATION OF ALL ELECTRICAL AND COMMUNICATION CONDULT.
DRAWINGS SHALL INCLUDE:
A. ANY CHANGES OR VERIFICATIONS GET MARKED
B. MARK OUT ALL "PROPOSED" OR "CONSTRUCTS"
C. CHANGES TO LOCATIONS OF PIPE, VALVES, FITTINGS OR MANHOLES, ETC.
D. DRAW IN A DETAIL BOX OF ANY SUBSTANTIAL CHANGES
E. MARK LOCATIONS AND FOOTAGE OF ALL LATERALS FROM THE DOWNSTREAM MANHOLE
F. MARK ALL BSP'S ON PLANS
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,
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 GUARANTEE SHALL BE REPLACED, WITHOUT COST TO THE OWNER, BY THE
CONTRACTOR. THE PERIOD OF GUARANTEE OF EACH SUCH REPLACEMENT SHALL BE FROM
AND AFTER THE DATE IN INSTALLATION THEREOF,
MATERIALS, CONSTRUCTION METHODS. TESTING AND TOLERANCES FOR ALL WORK SHALL
BER IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS. IN THE EVENT OF A
CONFLICT, THE MORE STRINGENT PROVISION SHALL APPLY.
1. MOBILIZATION: THE WORK SPECIFIED IN THIS SECTION CONSISTES OF THE
AND OPERATIONS IN MOBILIZING FOR BEGINNING WORK ON THE
PROJECT, INCLUDING, BUT NOT LIMITED TO, THOSE OPERATIONS NECESARY FOR THE
MOVEMENT OF PERSONNEL, EQUIPMENT, SUPPLIES AND INCIDENTALS TO THE PROJECT
SITE, AND FOR THE ESTABLISHMENT OF TEMPORARY OFFICES, BUILDINGS, SAFETY
EQIUPMENT AND FIRST AID SUPPLIES, SANITARY AND OTHER FACILITIES, AS REQUIRED
BY THESE SPECIFICATIONS, THE SPECIAL PROVISIONS, AND STATE AND LOCAL LAWS AND
REGULATIONS. ALL COSTS FOR BONDS, PERMITS AND ANY REQUIRED INSURANCE, AND
ANY OTHER PRECONSTIRCUTION EXPENSE NECESSARY FOR THE START OF THE WORK, AS
WELL THE COST OF THE REMOVAL OF THE ABOVE ITMES. SHALL ALSO BE INCLUDED IN
THIS SECTION.
2. CONSTRUCTION SURVEYING: THE CONTRACTOR SHALL CONSTRUCT THE REQUIRED
IMPROVEMENTS AT THE LOCATIONS SHOWN ON THE PLANS. AS OUTLINED IN THE
SUPPLEMENTARY CONDITIONS, THE OWNER SHALL PROVIDE BASIC REFERENCE POINTS
FOR HORIZONTAL CONTROL AND BENCHMARKS IN THE VICINITY OF WORK, ALL OTHER
CONSTRUCTION STAKING FOR BOTH HORIZONTAL AND VERTICAL CONTROL NEEDED BY
THE CONTRACTOR FOR CONTROL OF HIS WORK SHALL BE PERFORMED BY THE
CONTRACTOR.
3. CLEARING AND GRUBBING: CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN
THE LIMITS OF CONSTRUCTION AS SHOWN ON THE PLANS, INCLUDING OUT NOT LIMITED
TO, THE AREAS OF NEW SIDEWLAKS, SWALES, POND, ROADWAY AND PARKING PAVEMENT,
AND BUILDING AREA IN ACCORDANCE WITH SECTION 110, DOR SPECIFICATION, AND
SHALL CONSIST OF THE COMPLETE REMOVAL AND DISPOSAL OF ALL TREES, BRUSH,
STUMPS, ROOTS, GRASS, WEEDS, RUBBISH, AND ALL OTHER OBSTRUCTIONS TO A DEPTH
OF 18 INCHES BELOW NATURAL GROUND OR DESIGN GRADE, WHICHEVER IS LOWER,
ALL MATERIAL SHALL BE REMOVED FROM THE SITE OF THE PROJECT, AND SHALL BE
DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, REGIONAL, STATE. AND FEDERAL LAWS,
REGULATIONS, AND ORDINANCES.
4. EARTHWORK AND GRADING: SHALL BE PERFORMED AS REQUIRED TO ATTAIN THE
FINAL GRADES, TYPICAL SECTIONS AND ELEVATIONS, AND TO ACCOMPLISH THE
OBJECTIVES SHOWN ON THE PLANS FOR THE AREAS TO BE PAVED, SODDED, OR
LANDSCAPED. MATERIALS AND CONSTRUCTION METHODS SHALL MEET THE REQUIREMENTS
OF SECTION 120 FDOR SPECIFICTIONS.
ANY PLASTIC OR ORGANIC MATERIAL WITHIN 36" OF THE FINISHED GRADE OF THE AREA
E REMOVED AND REPLACED WITH A-3 MATERIAL. EMBANKMENT
ORMED IN ACCORDANCE WITH FDOR SPECIFICATIONS,
ALL CLEAN EXCESS MATERIAL SUITABLE FOR FILL RESULTING FROM THE EXCAVATION
SHALL BE INCORPORATED INTO THE PROPOSED WORK, OR SHALL REMAIN THE PROPERTY
LL BE STOCKPILED ON THE OWNERS PROPERTY AT THE ONSITE
LOCATION DESIGNATED BY THE OWNER, ALL UNSUITABLE MATERIAL AND DEBRIS SHALL
BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. THE WORK SHALL INCLUDE, BUT
NOT LIMITED TO THE FOLLOWING: FINAL GRADING OF THE POND, SWALES, SIDEWALKS,
ROADWAY, PARKING LOT, AND FILLING OF EXISTING DITCHES.
5. DRAINAGE IMPROVEMENTS: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND
O COMPLETE THE PRO RAINAGE
IMPROVEMENTS AT THE LOCATION, SIZE AND TYPE SHOWN ON THE PLANS FOR THE
FOLLOWING ITEMS. INCLUDED IN THE UNIT COSTS FOR EACH ITEM SHALL BE THE COSTS
ASSOCIATED WITH THE DESIGN AND CONSTRUCTION, BY THE CONTRACTOR, TO COMPLY
WITH THE TRENCH SAFETY ACT, LAWS OF FLORIDA, CHAPTER 90-96.
BACKFILL AND COMPACTION OF TRENCHINF FOR CULVERT INSTALLATION UNDER THIS
SECTION SHALL BE IN ACCORDANCE WITH SECTION 125-8.3, FOOT SPECIFICATIONS,
DENSITY TESTS SHALL BE PROVIDED AT THE FOLLOWING VERTICAL LOCATIONS:
TWO TESTS* AT SPRINGLINE (ONE EACH SIDE OF PIPE)
ONE TEST* AT ONE FOOT ABOVE PIPE; AND
ONE TEST* AT ONE FOOT BELOW SUBGRADE OR FINISH GRADE.
* - DENSITY OF AT LEAST 98 % OF MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-180
THE MINIMUM NUMBER OF HORIZONTAL TEST LOCATIONS IS TWO PER CULVERT
INSTALLATION, ONE PER 100 LINEAR FEET OF PIPE AND/OR ONE PER 20 FEET OF
PAVEMENT CROSSING WHICHEVER IS GREATER. ADDITIONAL TESTS MAY BE REQUIRED AT
MORE FREQUENT INTERVALS IF DEEMED NECESSARY.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TOO COORDINATE THE
INDEPENDANT TESTING LABORATORY DESIGNATED BY THE OWNER, THE TESTING AND
RETESTING NECESSARY TO ASSURE THAT THE WORK HAS BEEN PERFORMED IN STRICT
COMPLIANCE WITH THESE ACTIONS, COST FOR THE INITAL TESTING SHALL BE BORNE BY
THE OWNER. ANY RETEST REQUIRED DUE TO FAILURE TO MEET THE MINIMUM
REQUIRIEMENTS ABOVE SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR.
DOYLE PROPERTIES, LLC
A. STORM SEWER PIPE: CONSTRUCTION METHODS FOR DRAINAGE CULVERTS SHALL
UIREMENTS OF SECTIONS 125 AND 4,30, FOOT SPECIFICATIONS.
ETE PIPE (RCP): MATERIALS SHALL CONFORM TO THE
REQUIREMENTS OF SECTION 941, FOOT SPECIFICATIONS FOR STANDARD CONCRETE PIPE
AND SECTION 942, FOOT SPECIFICATIONS FOR CASKETS.
B. STORM INLETS: THE MATERIALS AND CONSTRUCTION METHODS FOR STORM INLETS
AND GRATES SHALL CONFORM TO SECTION 425, FDOT SPECIFICATIONS.
TYPE "C" AND "E" INLETS SHALL BE PER FOOT INDEX NO. 232. INLETS AND PAVED
AREAS SHALL HAVE STEEL GRATES SUITABLE FOR HEAVY TRAFFIC AND BICYCLES, CAST
IRON TRAFFIC GRATES IN ALL OTHER AREAS,
C. CONCRETE CURSING: THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS
TO CONSTRUCT THE CONCRETE CURBING IN THE LOCATIONS SHOWN ON THE PLANS. ALL
CURSING SHALL BE CONSTRUCTED PER FOOT INDEX NO. 300. MATERIALS AND
CONSTRUCTION METHODS SHALL CONFORM TO SECTION 520, FOOT SPECIFICATIONS.
SUBGRADE UNDER AL HALL HAVE A MINIMUM LBR OF 40.
6. PAVEMENT IMPROVEMENTS: THE CONTRACTOR SHALL FURNISH ALL LABOR AND
MATERIALS NECESSARY TO COMPLETE THE ITEMS OF WORK FOR PAVING IMPROVEMENTS
UNDER THIS SECTION AT THE LOCATIONS AND TO THE EXTENT SHOWN ON THE PLANS.
PAVEMENT RESTORATION SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS, AND IN
ACCORDANCE WITH THESE SPECIFICATIONS, FOOT, AND ST. LUCIE COUNTY
SPECIFICATIONS.
A. STABILIZED SUBGRADE SHALL HAVE A MINIMUM LBR RATIO OF 40, AND MINIMUM
DENSITIES SHALL BE 98% OF MAXIMUM AS DETERMINED BY THE AASHTO T-180 METHOD
C. MATERIALS AND CONSTRUCTION METHODS SHALL BE FURNISHED BY THE
CONTRACTOR, AND CONFORM TO SECTION 160, FOOT SPECIFICATIONS FOR TYPE C
STABILIZATION AND PAID FOR AS PART OF THE WORK UNDER THIS SECTION. COMPACTED
SUBGRADE WITHIN THE LIMITS SHOWN FOR THE PROPOSED PAVEMENT SHALL BE 12
INCHES IN THICKNESS. STABILIZED SUBGRADE SHALL EXTEND 6 INCHES BEYOND THE
E URSE.
7. CONCRETE NOTES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
WITH THE INDEPENDENT TESTING LABORATORY DESIGNATED BY THE OWNER, THE TESTING AND
RETESTING NECESSARY TO ASSURE THE WORK HAS BEEN PERFORMED TO STRICT COMPLIANCE WITH
THE SPECIFICATIONS, COST FOR THE INITIAL TESTING SHALL BE BORNE BY THE OWNER, ANY
RETESTS REQUIRED DUE TO FAILURE TO MEET THE MINIMUM REQUIREMENTS SHALL BE PERFORMED
HE CONTRACTOR, MINIMUM TESTING DETERMINATION FOR ALL ITEMS OF
TE AREA SHALL BE AS FOLLOWS:
FLORIDA SOIL
ITEM BEARING VALUE DENSITY THICKNESS
SUBGRAIDE 500* 500* 100*
CONCRETE .- - 200*
*=MAXIMUM SPACING SHOWN IN FEET. ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A
POINT 12 INCHES INSIDE THE FIRST EDGE, TO THE CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT EDGE OF THE
ITEM TESTED.
ADDITIONAL TESTS MAY BE REQUIRED FOR THE DRIVEWAY CONSTRUCTION OR AT MORE FREQUENT INTERVALS AS
BY THE ENGINEER.
5, PAVEMENT MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED TO
COMPLETE THE PROJECT WORK IN THIS SECTION. MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAINTED
ND MARKINGS, COMPLETE WITH REFLECTIVE GLASS APHERES, $HALL CONFORM TO THE
REQUIREMENTS OF SECTION 710, FOOT SPECIFICATIONS, TRAFFIC PAINT SHALL BE APPLIED IN ALL LOCATIONS SHOWN
ON THE PLANS.
9. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALL SUPPORTING
ELEMENTS, TO INSTALL SIGNS AT THE LOCATIONS SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS
ECTION 700, FDOT SPECIFICATIONS, STOP SIGNS ARE TO BE HIGH INTENSITY REFERENCE PER
FOOT STANDARDS, ST. LUCIE COUNTY SPECIFICATIONS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
10, EROSION CONTROL: THE CONTRACTOR SHALL TAKE SUFFICIENT PRECAUTIONS TO PREVENT WATER POLLUTION WITH
AQUATIC WEEDS, FUELS, OILS, BITUMINOUS, CALCIUM CHLORIDE OR OTHER HARMFUL MATERIALS. ALSO, HE SHALL
ULE HIS OPERATIONS SO AS TO AVOID POLLUTION OR SILTATION OF WATER BODIES OR TO
INTERFER WITH INDIGENOUS WILDLIFE. THE INSTALLATION OF TEMPORARY EROSION AND POLLUTION CONTROL FEATURES
SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT
RE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION
THROUGHOU) THE LIFE OF THE CONTRACT. ANY EROSION OR SHOALING SHALL BE CORRECTED BY THE CONTRACTOR
AT HIS EXPENSES.
DUE TO UN.,NTICIPATED CONDITIONS, THE ENGINEER MAY DIRECT THE USE OF CONTROL FEATURES OR METHODS OTHER
THAN THOSE INCLUDED IN THE ORIGINAL CONTRACT. IN SUCH EVENT THIS ADDITIONAL WORK WILL BE PAID FOR AS
RK.
OD SHALL BE PROVIDED AS SHOWN ON THE PLANS, INCLUDING BUT NOT LIMITED TO, ALL
DISTURBED AREAS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE REQUIREMENTS FOUND IN
LANDSCAPE ARCHITECT'S SPECIFICATIONS.
11. POLLUTION CONTROL: WATER POLLUTION AND TURBIDITY CONTROL SHALL BE REQUIRED BY THE CONTRACTOR IN
ACCORDANCE WITH THE DEPARTMENT OF ENVIRONMENTAL REGULATION STANDARDS, LOCAL REGULATIONS AND SECTION
104, FOOT REQUIREMENTS INCLUDING BUT NOT LIMITED TO ONE OR MORE OF THE FOLLOWING OPTIONS; SHEETPILE OR
EARTH COFFERDAM, HAY BALES, SEDIMENT BASIN, SILT FENCE OR TURBIDITY BARRIER. EXCAVATED MATERIAL SHALL
NOT BE DEPOSITED IN CANALS, OR IN A POSITION CLOSE ENOUGH THERETO, TO BE WASHED AWAY BY HIGH WATER OR
RUNOFF,
FORT PIERCE UTILITIES AUTHORla
WATER DISTRIBUTION NOTES
1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD
SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY.
2. WATER MAIN WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA C-900 OR C-905,
0, DR (18). WATER MAIN WHERE SPECIFIED AS POLYETHYLENE (PE) SHALL CONFORM TO
AWWA C-901 OR C-906, STANDARD CODE DESIGNATION PE3408, PIPE CLASS 200, DIMENSION RATIO (DR) 9�
3. WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE , SHALL CONFORM TO ANSI A-21.51 OR AWWA
C-151, AND SHALL BE PRESSURE CLASS 250 (MINIMUM),
4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR.
THE USE OF IDENTIFICATION TAPE 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 IDENTIFICATION TAPE
AND THHN WIRE.
5. FITTINGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110 AND ANSI
A21.11, CLASS 250 MINIMUM, CEMENT LINED, AND SEAL COATED
6. GATE VALVES SHALL BE MUELLER RESILIENT SEAT, KENNDY KEN-SEAI_, AMERICAN, CLOW, 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 WTHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE
LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY.
8. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE
FRUA ENGINEER AND CITY/COUNTY/FDOT ENGINEER.
9. THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITY/COUNTY/FDOT ENGINEERING 48 HOURS PRIOR TO
COMMENCING CONSTRUCTION,
10. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, FPUA, AND 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
ROVED BY THE CITY ENGINEER.
12. MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTILITIES ENGINEER AND CITY/
COUNTY/FDOT ENGINEER, PIPES WITH COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON
OR IN PVC CASING. 1
13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY
REQUIREMENTS.
14. 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,
- R E V I S I 0 �N S -
BY I DATE
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DRAWN
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10/27/17
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10/20/17
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FORT PIERCE UTILITIES AUTHORITY
WATER DISTRIBUTION NOTES
CONTINUED
16. 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 IDENTIFCATION TAPE WITH "WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP
OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UTILITIES 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 CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS.
21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS 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
L= jffi3O,51,2
L= LEAKAGE IN GPH
S= LENGTH OF PIPE IN FEET
D= PIPE DIAMETER IN INCHES
P= TESTING PRESSURE IN PSI
23, PRIOR TO ANY TESTING, ALL MAINS 6" IN DIA. AND LARGER SHALL HAVE A LINE SIZE SWAB PASSED
THRU THE ENTIRE LENGTH OF THE LINE. NOTE: SWAB SHOULD BE PLACED IN lst. JOINT OF NEW LINE.
END OF MAIN SHOULD BE "TURNED UP" AT 457 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 SEPERATION SHALL BE MAIINTAINED
MAIN AND ANY WASTEWATER LINESNCHES 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 WASTWATER LINES. THE DISTANCE SHALL BE
SIDE 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 WITHIN 20 FEET OF THE
CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES
MUST BE MAINTAINED AT ALL CROSSINGS.
25. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN 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, CONTRAC70R SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS.
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1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD
SPECIFICATIO14S OF THE FORT PIERCE UTILITIES AUTHORITY.
2, GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE SOR-35, GREEN OR WHITE IN COLOR,
GRAVITY SEWER MAIN SHALL HAVE LOCATOR TAPE WITH "SEWER" MARKED ON TAPE
AND SHALL CONFORM TO ASTM D-3034.
,3. THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR
COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL UTILIZE ROCK TO PROVIDE
A FIRM AND SUITABLE MANHOLE BASE FOUNDATION.
4. WASTEWATER LINES SHALL BE BACKIFILLED 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 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 CONSISTING
OF PIPE SIZES, LOCATION OF SERVICE TEE WYES, DIAMETER OF SERVICES, LOCATION OF
ANY FITTINGS, FINAL RIM AND INVERT ELEVATION OF ALL MANHOLES AND ANY OTHER PERTINENT
INFORMATION NECESSARY TO 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.
8. WASTEWATER FORCE MAINS, WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS
UNDER WATER MAINS WHENEVER POSSIBLE. A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN
THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER
POSSIBLE, WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE
ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDISTANCE
FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE
(DIP) AT THE CROSSING, SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM
SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET
OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES
MUST BE MAINTAINED AT ALL CROSSINGS,
9. A PRE- CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUA/CITY
COUNTY/FDOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
10. NO FIELD CHANGES OR DEVIATIONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL
FPUA/CITY/COUNTY/FDOT ENGINEER,
11. TRAFFIC CONTROL, BARRICADES, ETC. SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT
N STANDARDS.
12. CONTRACTOR SHALL NOTIFY FORT PIERCE UTILITIES AUTHORITY 48 HOURS PRIOR TO
COMMMENCING CONSTRUCTION.
13. WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900,
AND SHALL BE CLASS 150, DR-18.
14. WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR OR WHITE IN COLOR. WASTEWATER
FORCE MAIN SHALL HAVE THHN WIRE & LOCATOR TAPE WITH "SEWER" MARKED ON TAPE.
OF THE PIPE.
15. FITTINGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110
AND ANSI A21.11, CLASS 250 MINIMUM, INTERIOR POLYLINED, AND SEAL COATED,
16. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN
WIRE (GREEN IN COLOR) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR
TAPE MARKED "SEWER" ON TAPE IN ACCORDANCE WITH FPUA SPECIFICATIONS,
17. MINIMUM COVER SHALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL
REQUIRE PRIOR APPROVAL OF THE UTILITIES 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.
ATLANTIC CIVIL ENGINEERING, INC.
CONSULTING ENGINEERS
2552 PETERS ROAD SUITE D
FORT PIERCE, FLORIDA 34945
(772) 398-1520 PHONE (772) 398-1521 FAX
CERTIFICATE OF AUTHORIZATION #32020
CALL 7OLL-FREE
1-800-452-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC
UNDERGROUND UTILITIES NOTIFICATION CENTER
DATE: 3/23/18
HORIZ SCALE: 1"=40'
VERT SCALE: N/A
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JOB No. 2017-0109
SHEET 8 OF 8
C17
DATE