Woodside_Utilities_Relocations_-_C-04_11.18.25.pdf
PDF 3 MB Posted
- Solicitation number
- IFB2026001
- Issued by
- Polk County, Lake Harbor CDP, Florida
About this file
This is a civil utility relocation plan and profile drawing for the Toho Water Authority Woodside Utility Relocations Phase 2 project in Kissimmee, Florida. The document provides detailed engineering plans for relocating multiple water, reclaimed water, and sanitary sewer lines along Dyer Boulevard. The scope of work includes installing a 30-inch DIP reclaimed water main, a 30-inch PVC force main, and a 12-inch PVC water main, along with associated appurtenances including valves, tees, bends, and air release valves. The drawing depicts station locations ranging from approximately 399+00 to 403+00, with multiple utility relocations requiring coordination with existing infrastructure including an existing 72-inch RCP storm pipe, existing sanitary and water mains, and various drainage structures. The plan specifies pipe sequencing notes requiring line stops with HDPE bypass piping for staged installation, abandonment of existing pipes upon new service activation, and removal of existing gate valves and piping as needed.
The project involves comprehensive utility coordination with specific installation methodologies detailed on the plan sheets, including thrust collar requirements per detail specifications and pavement restoration per City of Kissimmee standards. The drawing references multiple coordination sheets (C-01 through C-09) and detail specifications, indicating a complex, phased construction approach. The project is funded by the Toho Water Authority through an inter-local agreement with the City of Kissimmee and is part of a broader Woodside Drainage and Utility Infrastructure Improvements Phase 2 initiative that also includes City of Kissimmee drainage improvements funded through CDBG-MIT, ARPA, and local funds. The document was prepared by Black & Veatch Corporation and issued for bid in June 2025, with the drawing dated July 14, 2025.
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399+00 399+25 399+50 399+75 400+00 400+25 400+50 400+75 401+00 401+25 401+50 401+75 402+00 402+25 402+50 402+75 403+00
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X X X X X X X X X X X X X X X
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C.L.F
ASPHALT
SIDEWALK
2' CONC CURB
2' CONC CURB
D
ITC
H
TC
B
TC
B
DYER BOULEVARD
RIGHT OF WAY VARIES
8"PALM
8"PALM 8"PALM
8"PALM
SD
SD
SD
SD
D
D
S-32
R /W
R /W
R/W
R/W R/W R/W R/W R/W R/W R/W
R/W R/W
R/W R/W R/W
SIDEWALK
STORM MANHOLE
TOP=79.34'
84"RCP
STORM MANHOLE
DMH 1400 (SEE DETAIL SHEET 6)
TOP=81.38'
INV. E = 71.48
INV. SW = 71.13
INV. NW = 71.38
12x18"RCPINV=71.34'
50" FIBER
G
LASS PIPE
GRATE INLET
TOP=78.94'
GRATE INLET
TOP=78.65'
"R
CP
50" FIBERGLASS PIPE
INV=70.49'
FLOW LINE=71.24'
SANITARY MANHOLE
TOP EL.=78.39'
16" PVC E INV.=66.34'
8" PVC S INV.=66.49'
16 PVC W INV.=65.84'
AR
V
S
TRANS
BE(D) BE(D) BE(D)
BE(D) BE(D) BE(D) BE(D) BE(D)
BE(A)
BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D)
BE(A) BE(A) BE(A) BE(A) BE(A)
SS(D) SS(D) SS(D) SS(D) SS(D) SS(D) SS(D) SS(D)
W(A) W(A) W(A) W(A) W(A) W(A) W(A) W(A) W(A) W(A) W(A) W(A)
BT(A)
BT(A)
BT(A)
BT(A)
BT(A)
BT(A)
BT(D)
BT(D)
BT(D)
BT(D)
BT(D)
BT(D)
BT(D
BT(D) BT(D) BT(D)
BFOC(A) BFOC(A) BFOC(A) BFOC(A) BFOC(A) BFOC(A) BFOC(A)
BFOC(A)
BFOC(A)
BFOC(A)
BFOC(A)
BFOC(A)
OE OE OE OE OE OE
O E
O E
O E
O E
O E O
TV
TRANS
S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D)
S(D
S(D
S(D
S(D
S(D
S(D
S(D
S(D
S(D
S(D
NPW(B) NPW(B) NPW(B) NPW(B) NPW(B) NPW(B)
N
PW
(B)
NPW(B) NPW(B) NPW(B) NPW(B)
SS(D
SS(D
SS(D
TEST HOLE #9
GROUND EL.=79.0'
30" PVC (REC. WATER)
TOP EL.=78.8'
TEST HOLE #13
PAVEMENT EL.=78.4'
(WATER)
TEST HOLE #14
PAVEMENT EL.=78.7'
(WATER)
TEST HOLE #15
PAVEMENT EL.=79.0'
(SANITARY)
TEST HOLE #16
PAVEMENT EL.=78.7'
(SANITARY)
BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)
399+02 400+00 401+00 402+00 403+00
STA 400+38.49 (OFF: 16'RT)
30" MJ PLUG
N-1440956.82
E-515623.71
STA 401+59.57
30" GATE VALVE
140+00 141+00
STA 400+71.61 (OFF: 9'LT)
12" WM - 45° VERT BEND
N-1440989.98 E-515597.75
STA 400+65.96 (OFF: 30'RT)
30" FM - 45° VERT BEND
N-1440984.28 E-515636.90
STA 400+51.73 (OFF: 9'LT)
12" WM - 22.5° VERT BEND
N-1440970.10 E-515597.88
STA 400+56.66 (OFF: 9'LT)
12" WM - 22.5° VERT BEND
N-1440975.03 E-515597.85
STA 400+66.46 (OFF: 9'LT)
12" WM - 45° VERT BEND
N-1440984.83 E-515597.79
STA 399+95.16 (OFF: 53'RT)
30" RWM - 22.5° VERT BEND
N-1440913.44 E-515660.88
STA 399+98.66 (OFF: 53'RT)
30" RWM - 22.5° VERT BEND
N-1440916.94 E-515660.87
STA 400+74.12 (OFF: 30'RT)
30" FM - 45° VERT BEND
N-1440992.44 E-515636.91
STA 400+23.15 (OFF: 30'RT)
30" FM - TEE
N-1440941.46 E-515636.81
STA 401+55.06 (OFF: 24'RT)
30" RWM - 45° VERT BEND
N-1441073.38 E-515631.08
STA 401+44.65 (OFF: 24'RT)
30" RWM - 45° VERT BEND
N-1441062.97 E-515631.00
STA 401+24.78 (OFF: 30'RT)
30" FM - 45° VERT BEND
N-1441043.10 E-515636.95
STA 401+27.39 (OFF: 30'RT)
30" FM - 45° VERT BEND
N-1441045.71 E-515636.96
STA 402+73.74 (OFF: 73'RT)
30" FM - 45° (ROTATED)
HORIZ BEND
N-1441192.07
E-515629.00
STA 402+78.96 (OFF: 71'RT)
30" FM - 45° HORIZ BEND
N-1441197.29 E-515624.05
STA 401+05.06 (OFF: 53'RT)
30" RWM - 45° HORIZ BEND
N-1441023.35 E-515660.89
STA 401+10.53 (OFF: 48'RT)
30" RWM - 45° HORIZ BEND
N-1441028.82 E-515655.13
STA 401+10.50 (OFF: 27'RT)
30" RWM - 45° HORIZ BEND
N-1441028.82 E-515634.93
STA 401+14.24 (OFF: 24'RT)
30" RWM - 45° HORIZ BEND
N-1441032.57 E-515630.99
STA 401+17.82
AIR RELEASE VALVE
N 1441036.14 E 515638.20
18.1 C-06
STA 402+73.72 (OFF: 30'RT)
30"X30" (ROTATED) TEE
N-1441192.03 E-515637.09
STA 400+78.77
2" BLOW OFF
N 1440997.14 E 515597.17
C-06
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FO
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TIN
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SEE D
W
G C
-03
PIPE SEQUENCING NOTES:
12" PVC WATER MAIN:
1. CUT AND CONNECT TO EXISTING 12" PVC WATER MAIN. CONTRACTOR
TO REMOVE EXISTING PIPE.
2. INSTALL 12" LINE STOP W/ APPROXIMATE 70 LF OF 12" HDPE BYPASS
PIPING. (RESTRAIN AS DEAD END PRIOR TO INSTALLING LINE STOP,
SEE DETAIL TOHO-20).
30" PVC FORCE MAIN:
3. INSTALL 30" LINE STOP W/ APPROXIMATE 40 LF OF 30" HDPE BYPASS
PIPING. CONTRACTOR TO CONNECT TO PROPOSED 30" X 16" TAPPING
SADDLE.
4. CONTRACTOR TO GROUT AND ABANDONED EXISTING 30" FM AFTER
PROPOSED FM IS IN SERVICE.
5. CONTRACTOR TO INSTALL THRUST COLLAR PER DETAIL ON C-08.
30" DIP RECLAIMED WATER MAIN:
6. CUT AND CONNECT TO EXISTING 30" DIP RECLAIMED WATER MAIN.
CONTRACTOR TO REMOVE EXISTING PIPE.
7. INSTALL 30" LINE STOP W/ APPROXIMATE 180 LF LF OF 30" HDPE
BYPASS PIPING. (RESTRAIN AS DEAD END PRIOR TO INSTALLING LINE
STOP, SEE DETAIL TOHO-20).
8. CONTRACTOR SHALL REMOVE EXISTING GATE VALVE PER PLANS AND
REMOVE EXISTING 30" RWM AS SHOWN.
9. CONTRACTOR SHALL RESTORE PAVEMENT PER CITY OF KISSIMMEE
DETAIL THOH-15 AND ROAD MARKINGS PER FDOT STANDARDS ON
SHEET C-09.
GENERAL NOTE:
10. CONTRACTOR TO REMOVE EXISTING PIPES AS NEED TO
ACCOMMODATE FOR PROPOSED STORM WATER IMPROVEMENTS.
4'2'1' 02'
VERTICAL SCALE 1"=2'
40'20' 10' 20'0
HORIZONTAL SCALE 1"=20'
TION
APPROVED:
DESIGNED:
DETAILED:
CHECKED:
DATE:
REVISIONS AND RECORD OF ISSUE
OF
PROJECT NO.:
43211/20(SCALE BAR IS 4" AT FULL SCALE)
D
FI
LE
PL
O
TT
ED
Certificate No. 8132 201 South Orange Avenue, Suite 500
Orlando, Florida 32801
Black & Veatch Corporation
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TOHO WOODSIDE
UTILITY RELOCATIONS
PHASE 2
413557
ISSUED
FOR BID
JUNE 2025
C-04
DYER BLVD
CIVIL
UTILITY RELOCATION
PLAN AND PROFILE
JNH
KTH
MM
OL
KEY PLAN
M
IN
M
IN
SAMPLE POINT SAMPLE POINT
3' M
IN
M
IN
72" RCP PIPE
(BY OTHERS)
PROFILE GRADE
LINE ℄ DYER BLVD
EXISTING 8" VCP SS
EXISTING 12" PVC DR18 WM
(TO BE RESTRAINED AS NEEDED)
EXISTING 30" DIP RWM
(TO BE RESTRAINED AS NEEDED)
EXISTING 12" PVC DR18 WM
TO BE RESTRAINED
AS NEEDED
INSTALL 30" DIP RCWM
8" VCP SS
INSTALL 30" PVC FM
INSTALL 12" PVC DR18 WM
18" MIN
NOTE 1
NOTE 2
NOTE 2
NOTE 4
C-0
EXISTING
54" RCP
LIMITS OF
CONSTRUCTION
(TYP)
NOTE 7
NOTE 7
REMOVE AND REPLACE APPROX.
210 SY OF EX. SIDEWALK
NOTE 8
C-02 C-03 C -0
NOTE 5
STA 402+62.15 (OFF: 30'RT)
30"X16" TAPPING SADDLE
N-1441180.50 E-515636.93
NOTE 6
NOTE 8NOTE 6
STA 402+78.75 (OFF: 30'RT)
30" VALVE AND PLUG
N-1441197.07 E-515637.13
EXISTING 30" DIP RWM
(TO BE RESTRAINED AS NEEDED)
SEE SHEET C-03
FOR BEND INFORMATION
NOTE 4
NOTE 3
PROPOSED 30 G VALVE
NOTE 1
EXISTING 30" FM
PROPOSED ABOVE
GROUND BYPASS
G
AT
E
GATE
G
AT
E
GATE
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