7-25-024 1700 S SHEETSET FINAL.pdf
PDF 14 MB Posted
- Attached to
- 2026 1700 S Utility Project
- Solicitation number
- 25-024
- Issued by
- Utah County, Utah
About this file
This sheet set document from the City of Salt Lake City provides construction specifications and technical drawings for the 2026 1700 S Utility Project, a comprehensive reconstruction and utility upgrade initiative. The project encompasses reconstruction of 1700 S between State Street and 800 E, with extensive utility work along 1700 S, 800 E, and 750 E between State Street and University Parkway. Specific work includes installation of storm drain pipe and structures, replacement of water line pipe and structures, replacement of sewer line pipe and structures, concrete flatwork, sidewalk construction, drive approaches, and miscellaneous improvements. The project also requires sewer line and structures removal and replacement on 400 N between 1000 E and 1200 E. This sheet set serves as the technical reference documentation for bidders preparing proposals for the construction contract.
The engineer's estimate for this utility and reconstruction project ranges from $3,000,000.00 to $3,500,000.00. The sheet set includes detailed plans, specifications, and construction details necessary for contractors to prepare accurate bids and execute the work in compliance with municipal standards and engineering requirements. No specific response deadline, bid due date, prebid meeting date, site visit requirements, or award date are referenced within this particular sheet set document, though such information would typically be contained in the associated invitation for bid or request for proposal.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
COMMUNITY DEVELOPMENT
ENGINEERING DIVISION
56 NORTH STATE ST
OREM, UT 84057
CITY OF OREM
FEBRUARY 2026
CITY OF OREM, COMMUNITY DEVELOPMENT, ENGINEERING DIVISION
DRAWINGS FOR THE CONSTRUCTION OF:
2026 1700 S UTILITY PROJECT
- 1700 SOUTH & 800 EAST, 400 NORTH & 1000 EAST -
No. 11905685
ERICA V
ZAUGG
PR
OF
ES
S IONAL ENGI NEER
STATE OF UTAH
02/12/2026
PROJECT VICINITY MAP SYMBOLS DRAWING INDEX
LOCATION MAP
ABBREVIATIONS
CITY OF OREM
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
OREM, UT 84057
56 NORTH STATE ST
(801) 229-7107
APPROVAL
APPROVAL
DESIGN: ERICA ZAUGG
DATE: FEBRUARY 2026
2000 NORTH
1600 NORTH
1200 NORTH
800 NORTH
400 NORTH
CENTER ST
400 SOUTH
800 SOUTH
1200 SOUTH
1600 SOUTH
2000 SOUTH
W
ES
T
W
ES
T
W
ES
T
W
ES
T
M
AI
N S
T
EA
ST
EA
ST
E
AS
T
GENERAL INFORMATION
PROJECT NUMBER: 25-024
SHEET
TITLENUMBER
TITLE SHEET1
GENERAL INFO AND LOCATION MAP2
SD4
IRR IRRIGATION
OC ON CENTER
OUTSIDE DIAMETEROD
LIP OF GUTTER
NOT IN CONTRACT
NOT TO SCALE
NIC
NTS
LG
MH MANHOLE
SIDEWALK
TOP OF WALK
TOP OF CONCRETE
TELEPHONE
EOA EDGE OF ASPHALT
END VERTICAL CURVE
FIRE HYDRANT
INSIDE DIAMETER
G
ID
GAS
EVC
FL
FH
FLOW LINE
CONTROL POINT
DUCTILE IRON
END CURB RETURN
EL
ECR
EC END CURVE
ELEVATION
CP
CTV
DI
CABLE TV
TW
W
TYP
WATER
TYPICAL
SW
TC
T
ENGINEERING STATION
POINT OF TANGENCY
POINT ON CURVE
POINT OF INTERSECTION
POLYVINYL CHLORIDE
RIGHT OF WAY
STORM DRAIN
SANITARY SEWER
POINT OF CURVATURE
POLE, POWER
CURB & GUTTER
BEGIN VERTICAL CURVE
CORRUGATED METAL PIPE
CG
CONC
CI
CO
CMP
CAST IRON
CLEANOUT
CONCRETE
BVC
CB
BM BENCH MARK
CATCH BASIN
R/W
SS
SD
STA
PT
PVC
PRV
ASPHALT CONCRETE
BEGIN CURVE
BEGIN CURB RETURN
AC
.BCR
BC
P
POC
PI
PC
S S
EXISTING CATCH BASIN
EXISTING CLEANOUT
EXISTING MANHOLE
EXISTING PRESSURE REDUCER
EXISTING SUMP
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
NEW CATCH BASIN
NEW CLEANOUT
NEW MANHOLE
NEW PRESSURE REDUCER
NEW SUMP
NEW WATER METER
NEW FIRE HYDRANT
NEW WATER VALVE
NEW WATER CROSS
NEW WATER TEE
NEW WATER ELBOW
NEW WATER SLEEVE
NEW WATER REDUCER
NEW WATER PLUG
NEW STREETLIGHTEXISTING STREETLIGHT
EXISTING POLE
EXISTING POLE WITH ANCHOR
SECTION CORNER
CONTROL POINT
SIGN
CONIFEROUS TREE DECIDUOUS TREE
CURB, GUTTER & SIDEWALKCG&SW
ROAD CENTERLINERCL
PRESSURE REDUCING VALVE
EXISTING UTILITIES NEW UTILITIES
INVERT ELEVATIONINV
HDPE
REINFORCED CONCRETE PIPERCP
CL CENTERLINE
FO FIBER OPTIC
HIGH-DENSITY POLYETHYLENE
SD1
SD5
SD8
PROJECT
AREAS
400 NORTH
DESIGN ENGINEER ERICA ZAUGG 229-7549
PROJECT MANAGER JOHN WIRTHLIN 229-7336
SEWER RYAN JOHNSON 229-7481
WATER QUINN FENTON 229-7546
STORM DRAIN RICK SABEY 229-7545
STREETS BILL PETERSON 229-7537
STREET LIGHTS/SIGNALS SHAUN BRIDGES 229-7584
SIGNS TRENT MALLINSON 229-7519
TRAFFIC CONTROL JOHN DORNY 229-7320
SWPPP RYAN CASPER 229-7573
CONTACTS
GENERAL NOTES
TOP OF ASPHALTTA SD3
1700 S STORM DRAIN PLAN & PROFILE
E
AS
T
ANGLE POINTAP
SS3 400 N SEWER PLAN & PROFILE
SS4
2026 1700 S UTILITY PROJECT
- 1700 SOUTH & 800 EAST, 400 NORTH & 1000 EAST -
1. THE CONTRACTOR IS TO READ AND UNDERSTAND THE M&P SPECIAL
CONDITIONS LOCATED IN THE SPECIFICATIONS. EACH LINE ITEM IS
COVERED IN DETAIL WITH EXTRA INFORMATION THAT MAY NOT BE FOUND
ON THE PLANS. CONSTRUCTION COMPLETION DATE IS OCTOBER 1, 2026.
2. UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS
RESPONSIBLE TO POTHOLE, LOCATE AND PROTECT ALL EXISTING UTILITIES.
THE CONTRACTOR IS RESPONSIBLE TO POTHOLE EXISTING UTILITIES TO
VERIFY ELEVATION AND LOCATION.
3. THE CONSTRUCTION SURVEY STAKING IS TO BE PROVIDED BY THE
CONTRACTOR. ALL SURVEY ACTIVITIES SHALL BE PERFORMED WITHIN THE
CITY'S “OREM97” SURVEY DATUM, UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR IS REQ'D TO DEVELOP AND IMPLEMENT A STORM
WATER POLLUTION PREVENTION PLAN (SWPPP) ACCORDING TO
SPECIFICATION 01 57 00 BEFORE CONSTRUCTION BEGINS. THE SWPPP IS
TO BE SUBMITTED TO THE CITY OF OREM COMMUNITY DEVELOPMENT
FOR APPROVAL.
5. CONTACT TRENT MALLINSON (229-7519 OREM CITY SIGN SHOP) TO
COORDINATE OREM CITY STREET SIGN REMOVAL AND RELOCATION. THE
CITY WILL BE RESPONSIBLE TO MOVE ANY AND ALL OREM CITY SIGNS. THE
SIGN SHOP HOURS ARE 7:00 AM TO 3:30 PM. NOTIFICATION FOR
RELOCATION OR REMOVAL WILL NEED TO BE BY 9:00 AM TO INSURE
REMOVAL OR RELOCATION BY 3:30 PM.
6. THROUGHOUT CONSTRUCTION THE CONTRACTOR IS REQUIRED TO NOTIFY
AND COORDINATE WITH THE UTAH TRANSIT AUTHORITY (UTA)
CONCERNING BUS ROUTES, BUS STOPS, AND UTA ROUTE SIGNS.
7. HIGH GROUNDWATER CONDITIONS MAY EXIST. THE CONTRACTOR
SHOULD PLAN ON MINIMAL TRENCH DEWATERING. IF MAJOR
GROUNDWATER IS ENCOUNTERED AND WELL POINTS ARE REQUIRED,
THEN WELL POINTS WILL BE ADDRESSED WITH A CHANGE ORDER.
8. THIS PROJECT HAS EXISTING UTILITIES THAT ARE NEAR THE LOCATIONS OF
THE NEW STRUCTURES AND PIPE. IT MAY BECOME NECESSARY TO MAKE
FIELD ADJUSTMENTS TO THE EXACT GRADE OF THE LINES TO AVOID
EXISTING UTILITIES. THE CONTRACTOR SHALL MAKE ADJUSTMENTS WITH
THE PROJECT MANAGER AND ENGINEER. NO PRICE ADJUSTMENT SHALL BE
MADE FOR INCIDENTAL CHANGES.
9. THE CONTRACTOR IS REQ'D TO MAINTAIN DRIVEWAY PARKING ACCESS TO
ALL APARTMENT BUILDINGS, BUSINESSES, HOMES, ETC. DURING
CONSTRUCTION. STEEL PLATES ARE REQ'D WHILE THE NEW CONCRETE
CURES FOR THE CURB, GUTTER, AND SIDEWALK FOR ANY DRIVEWAY
ENTRANCES AFFECTED.
10. THE CONTRACTOR IS RESPONSIBLE TO SURVEY AND LOCATE ALL MANHOLE
COVERS AND WATER VALVES IF NEEDED DURING PAVING. ALL MANHOLES
AND WATER VALVES ARE TO BE RAISED BY THE CONTRACTOR WITH
CONCRETE COLLARS TO BE FLUSH WITH THE NEW ASPHALT SURFACE.
11. WHENEVER FEASIBLY POSSIBLE THE CONTRACTOR IS REQUIRED TO HAVE
ALL ASPHALT JOINTS PLACED AT THE STRIPING LOCATIONS AND NOT IN
THE WHEEL PATH LOCATIONS.
12. ALL SECTIONS CORNERS MUST BE PROTECTED DURING THE
CONSTRUCTION PROCESS. ANY DAMAGED OR DISTURBED SECTION
CORNERS MUST BE RE-SURVEYED AT THE CONTRACTORS EXPENSE AND
VERIFIED WITH THE CITY SURVEYOR.
13. ROAD CLOSURES WILL ONLY BE ALLOWED WITH APPROVAL FROM THE CITY
ENGINEER. FOR ANY ROAD CLOSURES CONTRACTOR MUST NOTIFY PUBLIC
SAFETY, WASTE MANAGEMENT, POST OFFICE, ANY SCHOOL DISTRICTS
AFFECTED, AND UTA.
14. UDOT ENCROACHMENT PERMIT REQUIRED. FOR COORDINATION AND
OBTAINING PERMIT, CONTACT JIM WINN AT (801) 222-3409.
15. CONTACT MANNY TORRES AT (801) 376-8798 OR
MANNY.TORRES@DOMINIONENERGY.COM TO HAVE GAS LINES LOOPED.
NOTIFY ENBRIDGE OF LOOPING NEEDS ONCE PROJECT HAS BEEN
AWARDED AND AGAIN 2 WEEKS PRIOR TO WORK THAT REQUIRES LOOPS.
SD6
SD7
EXISTING STRUCTURE
OR FACILITY
SS5
1700 SOUTH
1600 SOUTH
1500 SOUTH
1550 SOUTH
EA
ST
EA
ST
EA
ST
ST
AT
E
ST
RE
ET
EA
ST
EA
ST
1650 SOUTH
EA
ST
1720 SOUTH
350 NORTH
435 NORTH
E
AS
T
E
AS
T
E
AS
T
E
AS
T
1550 S STORM DRAIN PLAN & PROFILE
750 E STORM DRAIN PLAN & PROFILE
D1-D6 DETAILS
SD9
SD10
1500 S & 1600 S SUMPS
1600 S & 1700 S SUMPS
WT1 1700 S WATERLINE REPLACEMENT
WT2 800 E WATERLINE REPLACEMENT
SS1 1700 S SEWER PLAN & PROFILE
SS2 1700 S SEWER PLAN & PROFILE
400 N SEWER PLAN & PROFILE
400 N SEWER PLAN & PROFILE
SD2 800 E STORM DRAIN PLAN & PROFILE
800 E STORM DRAIN PLAN & PROFILE
800 E STORM DRAIN PLAN & PROFILE
750 E STORM DRAIN PLAN & PROFILE
750 E STORM DRAIN PLAN & PROFILE
RD1 1700 S ROADWAY RECONSTRUCTION
RD2 1700 S ROADWAY RECONSTRUCTION
RD3 1700 S ROADWAY RECONSTRUCTION
WT3 750 E & 1720 S WATERLINE REPLACEMENT
SDO STORM DRAIN OVERVIEW
SS 8in
SS
SS
SS
SS
SS
SS
SS SS
SSSS
SS
SS
SS
SS
SS
SS
SS SS
SS
W 8in
W 12in
W 12in
W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in
SD
6i n
SD
6i n SD 18in
SD 18in
S
S
G 2in
G 2in
G 2in
G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in
G
G
G
G
G
G
G
G
G
G
G
G G
G
SS 10in SS 10in SS 10in SS 10in SS 10inS
1+00
2+ 00 3+
4+
5+
6+
W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in
-0.7%
-5 .6
-5 .4
-5 .5
-4 .7
-4 .1
-4 .0
-5 .6
-6 .5
-5 .4
-6
.0
-6 .3
-5 .6
-4 .2
-2 .6
-2 .7
-4 .1
-4 .2
-5 .3
-2.6%
-0.9%
-1.8%
1700 SOUTHST
AT
E
ST
RE
ET
LEGEND
5" ASPHALT OVER 8" UTBC
3" ASPHALT OVER 6" UTBC
1+00
2+ 00 3+
4+
5+
6+00
INSTALL NEW MONOLITHIC CURB,
GUTTER & SIDEWALK (TYP)INSTALL CONCRETE FLATWORK
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
SLOPE = 0.08%
VP
I =
+2
2.
EL
EV
9.
VP
I =
+7
2.
EL
EV
9.
EXISTING SURFACE
PROPOSED SURFACE
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
RD1
S R
O
AD
W
AY
R
EC
O N
ST
RU
CT
IO
N
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
R
O
AD
W
AY
.D W
G
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
M
AT
C H
LI
N
E
SH
EE
T
R D
SS 8in
SS
SS
SS
SS
SS
SS
SS SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in
W 6in
W 6in
W 8in
W 8in
S
G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in
G G
G
G in
G
G G
G
G
G
G G
G
G
G
G
G
G 2in
G
G
S
SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in
W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in-5 .4
-4 .9
-4 .3
-3 .8
-3 .3
-3 .0
-3 .3
-3 .9
-4 .4
-3 .9
-4 .3
-4 .5
-5
.5
-4 .5
-3 .6
-4 .6
-4 .0
-3 .4
-3 .2
-3 .6
-4 .1
-4 .7
-5 .3
-6 .0
-4.1%
1700 SOUTH
LEGEND
5" ASPHALT OVER 8" UTBC
6+00 7+
8+
9+
+0
+0
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
SLOPE = 0.48%
SLOPE = 0.22%
VP
I =
+6
4.
EL
EV
0.
VP
I =
1+
.8
EL
EV
1.
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
EXISTING SURFACE
PROPOSED SURFACE
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
RD2
S R
O
AD
W
AY
R
EC
O N
ST
RU
CT
IO
N
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
R
O
AD
W
AY
.D W
G
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
M
AT
C H
LI
N
E
SH
EE
T
R D
M
AT
C H
LI
N
E
ST
AT
IO
N
1+
M
AT
C H
LI
N
E
SH
EE
T
R
SS
0i n
SS
0i n
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SSSS SS
SS
SS
SS
SS
SS
SS
W in W in
W 6in
W 6in
W 6in
W 8in
W 8in
W 6in W 6in W 6in W 6in
IRR
SD
IR
R
24in
IRR 24in
IR
R
IR
R
IR
R
IR
R
S
S
S
S
G 2in G 2in G 2in G 2in G 2in G 2in
G
G 2in
G
G
G
G
G
G
G
G
G
G in
G
G
G G G G
G G
G in G in
G 2in G 2in
S
FO
SS 10in SS 10in
W in W in
W in
15+00
+0
+0
+0
+0
S
W 8in W 8in
W 8in W 8in W 8in W 8in W 8in
-4 .3
-4 .5
-3 .3
-2 .8
-3 .2
-3 .0
-3 .2
-3 .8
-5
.0
-4 .5
-3 .6
-3 .3
-4 .6
-5 .2
-5 .5
-4 .5
-4.1%
1700 SOUTH
INSTALL CONCRETE CROSS GUTTER
SEE D2 FOR DETAIL
SEE SD6 FOR PROFILE
LEGEND
5" ASPHALT OVER 8" UTBC15+00
+0
+0
+0
+0
END OF ROADWAY RECONSTRUCTION
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
SLOPE = -0.13% SLOPE = -0.23%
VP
I =
3+
.2
EL
EV
1.
VP
I =
4+
.3
EL
EV
1.
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
EXISTING SURFACE
PROPOSED SURFACE
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
RD3
S R
O
AD
W
AY
R
EC
O N
ST
RU
CT
IO
N
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
R
O
AD
W
AY
.D W
G
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
M
AT
C H
LI
N
E
ST
AT
IO
N
1+
M
AT
C H
LI
N
E
SH
EE
T
R
SS 10in
SS
SS
SS
SS
SS SS
SSSS
SS
SS
SS
SS
SS SS
SS
W 8in
W 12in
W 12in
W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in
SD
6i n
SD
6i n
SD
6i n
SD 18in
SD 18in
S
S
G 2in
G 2in
G 2in
G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in
G
G
G
G
G
G
G
G
G
G
G
G G
SS 10in SS 10in SS 10in SS 10in SS 10inS
W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in
8" TO 12" HOT TAP
PLACE THRUST BLOCK ON
TAPPING TEE
8" GATE VALVE
CAP EXISTING WATER MAIN AT TEE
ABANDON EXISTING WV
ABANDON EXISTING 6" WATERLINE
INSTALL NEW 8" DI WATERLINE
NEW WATER SERVICE
INSTALL NEW FIRE HYDRANT ASSEMBLY
SEE DETAIL E ON SHEET D2
8" X 6" TEE
ABANDON EXISTING WV
REMOVE, DISPOSE, AND ABANDON
EXISTING FIRE HYDRANT
8" 22.5 DEG BEND
1700 SOUTH
ST
AT
E
ST
RE
ET
NEW WATER SERVICE (TYP)
NOTES:
1. CONTACT MANNY TORRES AT 801-376-8798 OR
MANNY.TORRES@DOMINIONENERGY.COM TO
HAVE GAS LINES LOOPED. NOTIFY ENBRIDGE
OF LOOPING NEEDS ONCE PROJECT HAS BEEN
AWARDED AND AGAIN 2 WEEKS PRIOR TO
WORK THAT REQUIRES LOOPS.
2. UDOT ENCROACHMENT PERMIT REQUIRED. FOR
COORDINATION AND OBTAINING PERMIT,
CONTACT JIM WINN AT (801) 222-3409.
ABANDON EXISTING WATER SERVICESEE SS SHEETS (TYP)
ABANDON EXISTING WATER SERVICE
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
SS 8in SS 8in
SS
SS
SS
SS
SS
SS
SS SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in
W 6in
W 6in
W 8in
W 8in
S
G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in
G G
G
G in G in
G G
G G
G
G
G
G G
G
G
G
G
G
G 2in
G 2in
G
G
S
SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in
W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in
INSTALL NEW 8" DI WATERLINE
ABANDON EXISTING 6" WATERLINE
NEW WATER SERVICE (TYP)
ABANDON EXISTING
WATER SERVICE
8" X 6" TEEABANDON EXISTING WV
REMOVE, DISPOSE, AND ABANDON
EXISTING FIRE HYDRANT ABANDON EXISTING 6" WATER VALVE
1700 SOUTH
ABANDON EXISTING WV
INSTALL NEW FIRE HYDRANT ASSEMBLY
SEE DETAIL E ON SHEET D2
NEW WATER SERVICE (TYP)
M
AT
C H
LI
N
E
BO
TT
O
M
LE
FT
S
H
EE
T W
T1
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
WT1
S W
AT
ER
LI
N
E
RE
PL
AC
EM
EN
T
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
W
AT
ER
B
AS
E M
AP
.D
W G
M
AT
C H
LI
N
E
TO
P R
IG
H
T
SH
EE
T
W
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
M
AT
C H
LI
N
E
TO
P R
IG
H
T
SH
EE
T
W T2
MATCHLINE TOP
RIGHT SHEET WT3
0i n
SS
0i n
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SSSS SS
SS
SS
SS
SS
SS
SS
SS
W in W in
W 6in
W 6in
W 6in
W 8in
W 8in
W 6in W 6in W 6in W 6in
IRR
SD
IR
R
24in
IRR 24in
IR
R
IR
R
IR
R
IR
R
S
S
S
S
G 2in G 2in G 2in G 2in G 2in G 2in
G
G 2in
G
G
G
G
G
G G
G
G
G
G in
G
G
G G G G
G
G in G in
G 2in G 2in
S
FO
SS 10in SS 10in
W in W in
W in
S
W 8in W 8in
W 8in W 8in W 8in W 8in W 8in W 8in
INSTALL NEW 8" DI WATERLINE
INSTALL NEW FIRE HYDRANT ASSEMBLY
SEE DETAIL E ON SHEET D2
8" X 6" TEE
ABANDON EXISTING WV (4)
REMOVE, DISPOSE, AND ABANDON
EXISTING FIRE HYDRANT
8" 45 DEG BEND
NEW WATER SERVICE (TYP)
8" GATE VALVE (2)
8" TEE
8" SLEEVE
8" 45 DEG BEND
8" TEE
8" GATE VALVE
ABANDON EXISTING 6" WATER VALVE
1700 SOUTH
EA
ST
LEGEND
5" ASPHALT OVER 8" UTBC
NOTES:
1. CONTACT MANNY TORRES AT 801-376-8798 OR
MANNY.TORRES@DOMINIONENERGY.COM TO
HAVE GAS LINES LOOPED. NOTIFY ENBRIDGE
OF LOOPING NEEDS ONCE PROJECT HAS BEEN
AWARDED AND AGAIN 2 WEEKS PRIOR TO
WORK THAT REQUIRES LOOPS.
6" GATE VALVE
CAP EXISTING LINE WITH
MJ CAP & MEGA LUGS
LOOP 8" WATER LINE
LOOP 8" WATER LINE
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
E 1/
66 47
.7
SS 8in SS 8in
SS 12in
SS 10in SS 10in SS 10in SS 10in SS 10in SS 10inSS 10in SS 10in SS 10in SS 10in SS 10in
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in
SD
SD
SD
SD
S
S
G G
G G
G G
G
G G
G G
G G
G
G
G G
G G
G
G G
G
G G
G G
G
G 4in
G 4in
G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in
W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in
NEW WATER SERVICE (TYP)
8" SLEEVE, CONNECT NEW 8"
LINE TO EXISTING 8" LINEINSTALL NEW 8" DI WATERLINE
8" 45 DEG BEND
REMOVE EXISTING BEND, CAP &
ABANDON EXISTING WATERLINE
800 EAST CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
WT2
E W
AT
ER
LI
N
E
RE
PL
AC
EM
EN
T
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
W
AT
ER
B
AS
E M
AP
.D
W G
M
AT
C H
LI
N
E
TO
P R
IG
H
T
SH
EE
T
W
M
AT
C H
LI
N
E
BO
TT
O
M R
IG
H
T
SH
EE
T
W
MATCHLINE BOTTOM LEFT SHEET W2
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
MATCHLINE SHEET W3
SS 8in SS 8in SS 8in in
SS
in
SS
in
SS 8in SS 8in SS 8in SS 8in SS 8in
SS 8in SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W 6in W 6in
W 6in
W in W in
W in
W in W in
W in W in
W 6in W 6in W 6in W 8in W 8in W 8in
W in W in
W 8in
W 6in W 6in W 6in
SD
SD
IRR 24in
IRR 24inIRR 24inIRR 24in
IR
R
4i n
IR
R
4i n
IR
R
4i n
IR
R
4i n
IRR 24in IRR 24in
IR
R
4i n
S
S
S
S
G in G in
G in G in
G in G in
G in G in
G in
G
GG
G
G
G
G
G
G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in W 8in W 8in
G
G G
G G
G
G
GGG
G
G
G
G
S
S
G 2in
SS
0i n
SS
0i n
SS
0i n
SS
0i n
SS
0i n
SS
0i n
S
W in W in
W in
W 8in
W in W in
W in W in
W in W in
W in W in
W in
INSTALL NEW FIRE HYDRANT ASSEMBLY
SEE DETAIL E ON SHEET D2
REMOVE, DISPOSE, AND ABANDON
EXISTING FIRE HYDRANT
NEW WATER SERVICE (TYP)
8" TEE
6" SLEEVE
2 - 6" 45 DEG BEND
8" TEE
8" WATER VALVE
8" SLEEVE
PLUG EXISTING LINE WITH MJ CAPS AND MEGALUGS
8" WATER VALVE
ABANDON EXISTING 6" WATER VALVE
ABANDON EXISTING 6" WATER LINE
2 - 8" 45 DEG BEND
ABANDON EXISTING 6" WATER LINE
LEGEND
5" ASPHALT OVER 8" UTBC
S O
U
TH
750 EAST
INSTALL 8" DI WATERLINE
8" to 6" REDUCER
6" WATER VALVE
2 - 8" 45 DEG BEND
8" 22.5 DEG BEND
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
WT3
E
S
W
AT
ER
LI
N E
RE
PL
AC
EM
EN
T
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
W
AT
ER
B
AS
E M
AP
.D
W G
M
AT
C H
LI
N
E
TO
P
LE
FT
S
H
EE
T W
MATCHLINE BOTTOM
RIGHT SHEET W1
SS 10in
SS 10in
SS 10in
SS
SS
SS SS SS
SS
SS
SS
SS
SS
SS
SS SS SS
SS
SS
SS
W 8in
W
W
W in
W 12in
W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in
SD
6i n
SD
6i n
SD
6i n
SD
6i n
SD 18in
SD 18in
SD 8in
SD 8in
S
S
FO
FO
G 2in
G 2in
G 2in
G 2in G 2in G 2in G 2in G 2in G 2in G 2in
G
G
G
G
G
G
G
G
G
G
G
G
G G
SS 10in SS 10in SS 10in SS 10in S
W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in
291.56' OF 10" SDR35 PVC PIPE @ 0.21%
PVC PIPE TO PIPE
CONNECTION WITH
FERNCO SHEER
BAND
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
ON
NE
CT
SS
LA
TE
RAL
R
EC
ONNEC
T
REMOVE AND DISPOSE OF EXISTING SSMH
REMOVE AND DISPOSE OF
EXISTING 10" CONCRETE SS PIPE
1700 SOUTH
ST
AT
E
ST
RE
ET
CONNECT EXISTING PIPE TO NEW SSMH
NOTES:
1. CONTRACTOR TO FIELD VERIFY SEWER LATERAL SIZE AND MATERIAL.
2. SEWER LATERAL RECONNECTS REQUIRE FERNCO SHEAR RINGS OR APPROVED EQUIVALENT TO CONNECT NEW PIPE TO
EXISTING PIPE.
3. CONTRACTOR REQUIRED TO REPAIR ALL DAMAGE TO ASPHALT, CURB, GUTTER, SIDEWALK, SPRINKLERS, AND
LANDSCAPING.
4. BYPASS PUMPING IS REQUIRED. 1700 SOUTH PEAK SEWER FLOW = .12 MGD. THIS FLOW DATA IS APPROXIMATE. EXACT
FLOW DATA AND ALL EQUIPMENT NEEDED FOR BYPASS PUMPING WILL BE DETERMINED IN THE FIELD BY THE CONTRACTOR.
NO PRICE ADJUSTMENT SHALL BE MADE IF ACTUAL FLOW EXCEEDS THE GIVEN FLOW DATA.
5. CONTACT MANNY TORRES AT 801-376-8798 OR MANNY.TORRES@DOMINIONENERGY.COM TO HAVE GAS LINES LOOPED.
NOTIFY ENBRIDGE OF LOOPING NEEDS ONCE PROJECT HAS BEEN AWARDED AND AGAIN 2 WEEKS PRIOR TO WORK THAT
REQUIRES LOOPS.
291.56' OF 10" SDR35 PVC PIPE @ 0.21%
0+
1+
2+
3+
4+
405+00
60" Ø SSMH #1
STATION: 403+27.51
OFFSET: 0.000EXISTING SSMH
Existing Gas Service Station ≈ 402+22.39
PVC PIPE TO PIPE CONNECTION
WITH FERNCO SHEER BAND
APPROX ELEV = 4729.27
APPROX 16 FEET FROM SSMH
PRESERVE AND PROTECT
EXISTING SSMH
SS LATERAL RECCONECT
Station ≈ 401+31.20
Existing 2" Gas Mainline Station ≈ 401+96.98
REMOVE AND DISPOSE OF
EXISTING SSMH
CONNECT EXISTING
PIPE TO NEW SSMH
" Ø
E
XS
S-
-0
ST
AT
IO
N : 4
+1
7.
O
FF
SE
T:
.0
T
R
IM
: 4
0.
" I
N V
IN
:4
9.
(E
8"
IN
V
IN
:4
9.
(S
E)
" I N
V O
U T:
.1
(W
12" SDR35 PVC STORM DRAIN PIPE
Station ≈ 401+35.86
NEW WATER SERVICE
Station ≈ 403+22.34
Existing Gas Mainline Station ≈ 400+32.80
Existing 8" Water Main Station ≈ 400+27.52
Existing 18" Storm Drain Pipe Station ≈ 400+22.42
REMOVE AND DISPOSE OF
EXISTING 10" CONCRETE SS PIPE
Proposed Surface
Existing Surface
" Ø
S
SM
H
ST
AT
IO
N : 4
+2
7.
O
FF
SE
T:
.0
T
R
IM
: 4
9.
" I
N V
IN
:4
9.
(E
" I N
V O
U T:
.9
(W
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
SS1
S S
EW
ER
P
LA
N
P
RO
FI
LE
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
S
EW
ER
B
AS
E M
AP
.D
W G
SS
0i n
SS
0i n
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SSSS SS
SS
SS
SS
SS
SS
SS
SS
W in W in
W 6in
W 6in
W 6in
W 8in
W 8in
W 6in W 6in W 6in W 6in
IRR
SD
IR
R
24in
IRR 24in
IR
R
IR
R
IR
R
S
S
S
S
G 2in G 2in G 2in G 2in G 2in G 2in
G
G 2in
G 2in
G
G
G
G
G
G G
G
G
G
G in
G
G
G G G G
G in G in
G 2in G 2in
S
FO
SS 10in
W in W in
351.25' OF 15" CLASS III RCP @ 0.20%
S
W 8in W 8in
W 8in W 8in W 8in W 8in W 8in
FOR 1695 S TO BACK OF WALK
-4 .5
-3 .3
-2 .8
-3 .2
-3 .0
-3 .2
-3 .8
-5
.0
-4 .5
-3 .6
-3 .3
-4 .6
-5 .2
-5 .5
-4.1%
317.46' OF 10" SDR35 PVC PIPE @ 0.31%
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
(2
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS LA
TE
R
AL
R
EC
O N
N
EC
T
REMOVE AND DISPOSE OF EXISTING SSMH
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
1700 SOUTH
EA
ST
CONNECT EXISTING PIPE TO NEW SSMH
REMOVE AND DISPOSE OF EXISTING SSMH
NOTES:
1. CONTRACTOR TO FIELD VERIFY SEWER LATERAL SIZE AND MATERIAL.
2. SEWER LATERAL RECONNECTS REQUIRE FERNCO SHEAR RINGS OR APPROVED EQUIVALENT TO CONNECT NEW PIPE TO
EXISTING PIPE.
3. CONTRACTOR REQUIRED TO REPAIR ALL DAMAGE TO ASPHALT, CURB, GUTTER, SIDEWALK, SPRINKLERS, AND
LANDSCAPING.
4. BYPASS PUMPING IS REQUIRED. 1700 SOUTH PEAK SEWER FLOW = .12 MGD. THIS FLOW DATA IS APPROXIMATE. EXACT
FLOW DATA AND ALL EQUIPMENT NEEDED FOR BYPASS PUMPING WILL BE DETERMINED IN THE FIELD BY THE CONTRACTOR.
NO PRICE ADJUSTMENT SHALL BE MADE IF ACTUAL FLOW EXCEEDS THE GIVEN FLOW DATA.
5. CONTACT MANNY TORRES AT 801-376-8798 OR MANNY.TORRES@DOMINIONENERGY.COM TO HAVE GAS LINES LOOPED.
NOTIFY ENBRIDGE OF LOOPING NEEDS ONCE PROJECT HAS BEEN AWARDED AND AGAIN 2 WEEKS PRIOR TO WORK THAT
REQUIRES LOOPS.
317.46' OF 10" SDR35 PVC PIPE @ 0.31%
414+52
1+
2+
3+
4+
60" Ø SSMH #3
STATION: 414+31.56
OFFSET: 0.000
60" Ø SSMH #2
STATION: 411+14.10
OFFSET: 0.000
REMOVE AND DISPOSE OF
EXISTING 10" CONCRETE SS PIPE
INSTALL SEWER LATERAL STUB
FOR 1725 S TO BACK OF WALK
LEGEND
5" ASPHALT OVER 8" UTBC
CONNECT EXISTING
PIPE (2) TO NEW SSMH
410+50 411+00 411+50 412+00 412+50 413+00 413+50 414+00 414+50
Existing 2" Gas Line Station ≈ 411+53.78
Existing 8" Water Line Station ≈ 414+17.54
SS LATERAL RECONNECT
Station ≈ 413+64.50
REMOVE AND DISPOSE OF
EXISTING SSMH
REMOVE AND DISPOSE OF
EXISTING SSMH
CONNECT EXISTING PIPE
(2) TO NEW SSMH
SS LATERAL RECONNECT
Station ≈ 412+50.82
" Ø
S
SM
H
ST
AT
IO
N : 4
+1
4.
O
FF
SE
T:
.0
T
R
IM
: 4
1.
" I
N V
IN
:4
2.
(E
8"
IN
V
IN
:4
2.
(S
" I N
V O
U T:
.4
(W
" Ø
S
SM
H
ST
AT
IO
N : 4
+3
1.
O
FF
SE
T:
.0
T
R
IM
: 4
1.
" I
N V
IN
:4
3.
(N
" I N
V O
U T:
.4
(W
Proposed Surface
Existing Surface
SS LATERAL RECONNECT
Station ≈ 411+28.43
SS LATERAL RECONNECT
Station ≈ 411+65.95
SS LATERAL RECONNECT
Station ≈ 411+70.12
SS LATERAL RECONNECT
Station ≈ 412+50.27
NEW WATER SERVICE
Station ≈ 412+60.82
SS LATERAL RECONNECT
Station ≈ 413+15.30
Existing Gas Service Station ≈ 413+18.83
NEW WATER SERVICE
Station ≈ 413+22.61
SS LATERAL RECONNECT
Station ≈ 413+42.13
CUT, CAP, & ABANDON EXISTING 24" IRRIGATION PIPE
Station ≈ 412+87.94
317.46' OF 10" SDR35 PVC PIPE @ 0.31%
REMOVE AND DISPOSE OF
EXISTING 10" CONCRETE SS PIPE
EX EX
EX
New Storm Structure See SD Sheets
New Storm Structure See SD Sheets
New 15" SD Pipe See SD Sheets
LOOP NEW WATER PIPE
UNDER NEW SD PIPE
LOOP NEW WATER PIPE
UNDER NEW SD PIPE
INSTALL NEW 8" WATER LINE
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
SS2
S S
EW
ER
P
LA
N
P
RO
FI
LE
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
S
EW
ER
B
AS
E M
AP
.D in
SS
in
SS 8in
SS
in
SS
in
SS
in
SS
in
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
W in W in
W 8in W 8in W 8in W 8in W 8in W 8in
W in
W
W 8in W 8in W 8in W 8in
P
P P
SD 21in SD 21in
SD
SD 21in SD 21in
IR
R
IR
R
IRR
IRR
IR
R
IR
R
IRR
S
S
297.81' OF 8" SDR35 PVC PIPE @ 0.38%
396.18' OF 8" SDR35 PVC PIPE @ 0.38%
SS 8in SS 8in SS 8in SS 8in SS 8in
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
NOTES:
1. CONTRACTOR TO FIELD VERIFY SEWER LATERAL SIZE AND MATERIAL.
2. SEWER LATERAL RECONNECTS REQUIRE FERNCO SHEAR RINGS OR APPROVED EQUIVALENT TO CONNECT NEW PIPE TO
EXISTING PIPE.
3. CONTRACTOR REQUIRED TO REPAIR ALL DAMAGE TO ASPHALT, CURB, GUTTER, SIDEWALK, SPRINKLERS, AND
LANDSCAPING.
4. BYPASS PUMPING IS REQUIRED. 400 NORTH PEAK SEWER FLOW = .2 MGD. THIS FLOW DATA IS APPROXIMATE. EXACT FLOW
DATA AND ALL EQUIPMENT NEEDED FOR BYPASS PUMPING WILL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. NO
PRICE ADJUSTMENT SHALL BE MADE IF ACTUAL FLOW EXCEEDS THE GIVEN FLOW DATA.
5. CONTACT MANNY TORRES AT 801-376-8798 OR MANNY.TORRES@DOMINIONENERGY.COM TO HAVE GAS LINES LOOPED.
NOTIFY ENBRIDGE OF LOOPING NEEDS ONCE PROJECT HAS BEEN AWARDED.
G 4in G 4in G 4in G 4in G 4in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in
G in
G in G in
G in G in
G in
LEGEND
5" ASPHALT OVER 8" UTBC
60" Ø SSMH #5
STATION: 603+46.52
OFFSET: 0.000
60" Ø SSMH #4
STATION: 600+48.71
OFFSET: 0.000
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
400 NORTH 10
E
AS
T
E
AS
T
REMOVE AND DISPOSE OF EXISING SSMH
CONNECT EXISTING PIPE TO NEW SSMH
0+
1+
2+
3+
4+
5+
600+00 600+50 601+00 601+50 602+00 602+50 603+00 603+50 604+00 604+50 605+00 605+50
" Ø
S
SM
H
ST
AT
IO
N : 6
+4
8.
O
FF
SE
T:
.0
T
R
IM
: 4
2.
8"
IN
V
IN
:4
1.
(E
8"
IN
V
IN
:4
1.
(N
8"
IN
V
IN
:4
1.
(W
8"
IN
V O
U T:
.3
(S
297.81' OF 8" SDR35 PVC PIPE @ 0.38%
" Ø S
SM
H
ST
AT
IO
N
: 6
+4 6.
O
FF
SE
T:
.0
T R
IM
: 4
3.
8"
IN
V
IN
:4
2.
(E
8"
IN
V
IN
:4
3.
(N
8"
IN
V
O U
T:
.5
(W
396.18' OF 8" SDR35 PVC PIPE @ 0.38%
SS LATERAL RECONNECT
Station ≈ 605+44.69
SS LATERAL RECONNECT
Station ≈ 604+73.62
SS LATERAL RECONNECT
Station ≈ 604+66.98
Existing 8" Water Line Station ≈ 603+55.89
SS LATERAL RECONNECT
Station ≈ 603+42.95
SS LATERAL RECONNECT
Station ≈ 602+64.82
SS LATERAL RECONNECT
Station ≈ 602+36.63
SS LATERAL RECONNECT
Station ≈ 601+42.58
Existing Water Service Station ≈ 602+17.81
Existing Water Service Station ≈ 604+65.95
Existing Water Service Station ≈ 604+73.26
PRESERVE & PROTECT EXISTING
24" CONCRETE IRRIGATION LINE
Station ≈ 600+79.25 EX
EX EX EX
REMOVE AND DISPOSE OF EXISTING SSMH
REMOVE AND DISPOSE OF EXISTING SSMHCONNECT EXISTING PIPE
(3) TO NEW STRUCTURE
REMOVE AND DISPOSE OF EXISTING 8" CONCRETE SS PIPEREMOVE AND DISPOSE OF
EXISTING CONCRETE 8" SS PIPE
REMOVE AND DISPOSE OF EXISTING SSMH
REMOVE AND DISPOSE OF EXISTING 8" CONCRETE SS PIPE
CONNECT EXISTING PIPE
TO NEW STRUCTURE
Existing Ground
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
M
AT
C H
LI
N
E
SH
EE
T
SS
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
SS3
N S
EW
ER
P
LA
N
P
RO
FI
LE
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
N
S
EW
ER
B
AS
E
M
AP
.D W
G
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
M
AT
C H
LI
N
E
ST
AT
IO
N
+5 in
SS
in
SS
in
SS
in
SS
SS
SS
SS SS
SS
SS SS
SS
SS
SS
SS
SS
SS SS
SS
SS SS
SS
SS
W 8in W 8in W 8in W 8in W 8in
W in
W 8in W 8in W 8in W 8in W 8in
W in W in
P
P P
P
SD 21in SD 18in SD 18in SD 18in SD 18in SD 18in
SD 21in SD 21in SD 21in SD 21in SD 21in
S
S S
511.47' OF 8" SDR35 PVC PIPE @ 0.37%
78.44' OF 8" SDR35 PVC PIPE @ 0.38%
396.18' OF 8" SDR35 PVC PIPE @ 0.38%
SS 8in SS 8in SS 8in SS 8in
NOTES:
1. CONTRACTOR TO FIELD VERIFY SEWER LATERAL SIZE AND MATERIAL.
2. SEWER LATERAL RECONNECTS REQUIRE FERNCO SHEAR RINGS OR APPROVED EQUIVALENT TO CONNECT NEW PIPE TO
EXISTING PIPE.
3. CONTRACTOR REQUIRED TO REPAIR ALL DAMAGE TO ASPHALT, CURB, GUTTER, SIDEWALK, SPRINKLERS, AND
LANDSCAPING.
4. BYPASS PUMPING IS REQUIRED. 400 NORTH PEAK SEWER FLOW = .2 MGD. THIS FLOW DATA IS APPROXIMATE. EXACT FLOW
DATA AND ALL EQUIPMENT NEEDED FOR BYPASS PUMPING WILL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. NO
PRICE ADJUSTMENT SHALL BE MADE IF ACTUAL FLOW EXCEEDS THE GIVEN FLOW DATA.
5. CONTACT MANNY TORRES AT 801-376-8798 OR MANNY.TORRES@DOMINIONENERGY.COM TO HAVE GAS LINES LOOPED.
NOTIFY ENBRIDGE OF LOOPING NEEDS ONCE PROJECT HAS BEEN AWARDED.
G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in
G in G in
G in G in
G in
LEGEND
5" ASPHALT OVER 8" UTBC
60" Ø SSMH #7
STATION: 608+23.64
OFFSET: -0.001 L
60" Ø SSMH #6
STATION: 607+42.70
OFFSET: 0.000 R
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
400 NORTH
E
AS
T
E
AS
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
CONNECT EXISTING PIPE TO NEW SSMH
CONNECT EXISTING PIPE TO NEW SSMH
6+
7+
8+
9+
0+
611+00
605+50 606+00 606+50 607+00 607+50 608+00 608+50 609+00 609+50 610+00 610+50 611+00
396.18' OF 8" SDR35 PVC PIPE @ 0.38%
" Ø
S
SM
H
ST
AT
IO
N : 6
+4
2.
O
FF
SE
T:
.0
R
T R
IM
: 4
5.
8"
IN
V
IN
:4
4.
(E
8"
IN
V
IN
:4
4.
(S
8"
IN
V
O U
T:
.1
(W
78.44' OF 8" SDR35 PVC PIPE @ 0.38%
" Ø
S
SM
H
ST
AT
IO
N : 6
+2
3.
O
FF
SE
T:
.0
LT
R
IM
: 4
5.
8"
IN
V
IN
:4
4.
(E
8"
IN
V
IN
:4
4.
(N
8"
IN
V O
U T:
.5
(W
511.47' OF 8" SDR35 PVC PIPE @ 0.37%
SS LATERAL RECCONNECT
Station ≈ 611+03.20
SS LATERAL RECONNECT
Station ≈ 610+13.59
SS LATERAL RECONNECT
Station ≈ 609+92.39
SS LATERAL RECONNECT
Station ≈ 609+58.67
SS LATERAL RECONNECT
Station ≈ 609+04.09
SS LATERAL RECONNECT
Station ≈ 607+49.47
SS LATERAL RECONNECT
Station ≈ 606+35.08
Existing Water Service Station ≈ 605+51.56 Existing Water Service
Station ≈ 606+42.47
Existing 8" Water Line Station ≈ 608+36.05
Existing Water Service Station ≈ 608+91.17
Existing Water Service Station ≈ 609+38.15
Existing Water Service Station ≈ 610+03.95
Existing Water Service Station ≈ 610+95.86
Existing Water Service Station ≈ 611+01.23
EX
EX
Existing 2" Gas Line Station ≈ 607+32.59
REMOVE AND DISPOSE OF EXISTING SSMH
REMOVE AND DISPOSE OF EXISTING SSMH
CONNECT EXISTING PIPE
TO NEW STRUCTURE
REMOVE AND DISPOSE OF
EXISTING 8" CONCRETE SS PIPE
REMOVE AND DISPOSE OF EXISTING 8" CONCRETE SS PIPE
REMOVE AND DISPOSE OF
EXISTING 8" CONCRETE SS PIPE
CONNECT EXISTING PIPE
TO NEW STRUCTURE
Existing Ground
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
SS4
M
AT
C H
LI
N
E
ST
AT
IO
N
+5
N S
EW
ER
P
LA
N
P
RO
FI
LE
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
N
S
EW
ER
B
AS
E
M
AP
.D W
G
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
M
AT
C H
LI
N
E
SH
EE
T
SS
M
AT
C H
LI
N
E
SH
EE
T in
SS
in
SS SS
SS
SS
SSSS SS
SS
SS
SS
W 8in W 8in W 8in W 8in
W in
W 8in W 8in W 8in W 8in W 8in
W in W in
P
P
SD
SD
SD
IR
R
IR
R
IR
R
SD 18in SD 18in SD 18in
S
511.47' OF 8" SDR35 PVC PIPE @ 0.37%
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
NOTES:
1. CONTRACTOR TO FIELD VERIFY SEWER LATERAL SIZE AND MATERIAL.
2. SEWER LATERAL RECONNECTS REQUIRE FERNCO SHEAR RINGS OR APPROVED EQUIVALENT TO CONNECT NEW PIPE TO
EXISTING PIPE.
3. CONTRACTOR REQUIRED TO REPAIR ALL DAMAGE TO ASPHALT, CURB, GUTTER, SIDEWALK, SPRINKLERS, AND
LANDSCAPING.
4. BYPASS PUMPING IS REQUIRED. 400 NORTH PEAK SEWER FLOW = .2 MGD. THIS FLOW DATA IS APPROXIMATE. EXACT FLOW
DATA AND ALL EQUIPMENT NEEDED FOR BYPASS PUMPING WILL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. NO
PRICE ADJUSTMENT SHALL BE MADE IF ACTUAL FLOW EXCEEDS THE GIVEN FLOW DATA.
5. CONTACT MANNY TORRES AT 801-376-8798 OR MANNY.TORRES@DOMINIONENERGY.COM TO HAVE GAS LINES LOOPED.
NOTIFY ENBRIDGE OF LOOPING NEEDS ONCE PROJECT HAS BEEN AWARDED.
G 2in G 2in G 2in G 2in G 2in G 2in
G in G in
G in G in
G 2i n
G 2in G 2in G 2in
LEGEND
5" ASPHALT OVER 8" UTBC
60" Ø SSMH #8
STATION: 613+35.10
OFFSET: 0.000
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
SS
L
AT
ER
AL
R
EC
O
N N
EC
T
400 NORTH
E
AS
T
CONNECT EXISTING PIPE TO NEW SSMH
611+00
2+
3+
4+
611+00 611+50 612+00 612+50 613+00 613+50 614+00 614+50
511.47' OF 8" SDR35 PVC PIPE @ 0.37%
" Ø
S
SM
H
ST
AT
IO
N : 6
+3
5.
O
FF
SE
T:
.0
T
R
IM
: 4
7.
8"
IN
V
IN
:4
6.
(N
8"
IN
V O
U T:
.5
(W
SS LATERAL RECONNECT
Station ≈ 612+73.50
SS LATERAL RECCONNECT
Station ≈ 612+48.78
SS LATERAL RECCONNECT
Station ≈ 611+84.69
SS LATERAL RECCONNECT
Station ≈ 611+86.35SS LATERAL RECCONNECT
Station ≈ 611+03.20
Existing Water Service Station ≈ 612+81.75
Existing Water Service Station ≈ 611+74.38Existing Water Service
Station ≈ 611+01.23
PRESERVE AND PROTECT EXISTING
24" CONCRETE IRRIGATION LINE
Station ≈ 613+21.50
EX
REMOVE AND DISPOSE OF EXISTING SSMH
CONNECT EXISTING PIPE
TO NEW STRUCTURE
REMOVE AND DISPOSE OF EXISTING 8" SS PIPE
Existing Ground
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
SS5
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
N S
EW
ER
P
LA
N A
N D
PR
O
FI
LE
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
N
S
EW
ER
B
AS
E
M
AP
.D W
G
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
M
AT
C H
LI
N
E
SH
EE
T
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
EV
Z
EV
Z
ST
O
RM
D
RA
IN
O
VE
RV
IE
W
S
U
TI
LI
TY
P
RO
JE
CT
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
SDO
250125
SCALE: 1" = 250' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
S
TO
RM
.D W
G
PR
O
JE
CT
N U
M
BE
R:
5-
SD1
SD2
SD3
SD4
SD5
SD6
SD7
SD8
SD9
TOP LEFT
SD9
TOP RIGHT
SD9
BOTTOM LEFT
SD9
BOTTOM
RIGHT
SD10
TOP LEFT
SD10
TOP RIGHT
SD10
BOTTOM LEFT
SD10
BOTTOM
RIGHT
1700 S
STATE STREET
1815 S
1875 S
1720 S 75
E
E
E62
E
E
E
E
E
E
E
E
E
E
E
1800 S
1650 S
1600 S
1500 S
1550 S
0i n
SS
0i n
SS
0i n
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SSSS SS
SS
SS
SS
SS
SS
SS
W in W in
W in
W 6in W
8in
W 6in W 6in W 6in W 6in
IRR
SD
IRR 24in
IR
R
IR
R
IR
R
IR
R
IR
R
S
S
S
S
G 2in G 2in G 2in G 2in G 2in
G
G
G
G G
G
G
G G G G
G G
G in G in
G in
G 2in G 2in
FO
NOTES:
1. CONTACT MANNY TORRES AT 801-376-8798 OR
MANNY.TORRES@DOMINIONENERGY.COM TO
HAVE GAS LINES LOOPED. NOTIFY ENBRIDGE
OF LOOPING NEEDS ONCE PROJECT HAS BEEN
AWARDED AND AGAIN 2 WEEKS PRIOR TO
WORK THAT REQUIRES LOOPS.
SS 10in
W in W in
W in W in
0+
1+
2+
103+00
104+00
105+00
LEGEND
5" ASPHALT OVER 8" UTBC
328.41' OF 15" CLASS III RCP @ 0.20%
351.25' OF 15" CLASS III RCP @ 0.20%
1700 SOUTH
EA
ST
S
9.96' OF 12" SDR35 PVC PIPE @ 1.00%W 8in W 8in
W 8in W 8in W 8in W 8in W 8in
48" Ø SDMH #01
STATION: 100+23.90
OFFSET: 0.000
CUT, CAP & ABANDON
IRRIGATION PIPE
INSTALL SEWER LATERAL STUB
FOR 1695 S TO BACK OF WALK
PRESERVE AND PROTECT EXISTING SUMP
PRESERVE AND PROTECT
EXISTING SUMP
PRESERVE AND PROTECT
EXISTING SUMP AND CATCH BASIN
PRESERVE AND PROTECT
EXISTING CATCH BASIN
CONNECT NEW PIPE TO EXISTING STRUCTURE
EX
48" Ø SDMH #02
STATION: 103+52.31
OFFSET: 0.000
60" Ø EXISTING SUMP #01
LG RIM: 4740.29
SUMP: 4736.68
12" INV IN:4736.78 (NE)
12" INV OUT:4736.68 (SW)
100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50
Existing SS Lateral Station ≈ 103+81.61
LOOP NEW WATER SERVICE
Station ≈ 104+24.02
NEW WATER SERVICE
Station ≈ 105+18.18
NEW WATER SERVICE
Station ≈ 105+54.80
Existing Gas Service Station ≈ 105+69.52
SS LATERAL RECONNECT
Station ≈ 411+28.43
Existing Gas Service Station ≈ 100+55.35
SS LATERAL RECONNECT
Station ≈ 411+65.95
SS LATERAL RECONNECT
Station ≈ 411+70.12
Existing Gas Service Station ≈ 101+59.72
SS LATERAL RECONNECT
Station ≈ 412+50.27
NEW WATER SERVICE
Station ≈ 101+77.12
SS LATERAL RECONNECT
Station ≈ 413+15.30
NEW WATER SERVICE
Station ≈ 102+38.74
Existing Gas Service Station ≈ 102+75.27
CUT, CAP, & ABANDON EXISTING 24" IRRIGATION PIPE
Station ≈ 102+04.39
" Ø
S D
M H
ST
AT
IO
N
: 1
+2 3.
O
FF
SE
T:
.0
T R
IM
: 4
1.
" I N
V
IN
:4
5.
(E
" I
N V
O U
T:
.7
(S
" Ø
S D
M H
ST
AT
IO
N
: 1
+5 2.
O
FF
SE
T:
.0
T R
IM
: 4
0.
" I N
V
IN
:4
6.
(N
" I
N V
IN
:4
6.
(N
E)
" I N
V O
U T:
.4
(W
351.25' OF 15" CLASS III RCP @ 0.20%
328.41' OF 15" CLASS III RCP @ 0.20%
New SSMH Existing SS Pipe
New SS Pipe New SSMH Existing SS Pipe
Finish Grade
Existing Grade
LOOP NEW WATER PIPE
UNDER NEW SD PIPE
LOOP NEW WATER PIPE
UNDER NEW SD PIPE
New 8" Water Line
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
SD1
S S
TO
RM
D
RA
IN
P
LA
N
P
RO
FI
LE
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
B
AS
E
M
AP
V
ER
SI
O
N
.D W
G
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
MATCHLINE STATION 105+00
MATCHLINE SHEET SD2
MATCHLINE SHEET SD6
91.71°'
91.16°'
61.29°'
104+75 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50
" Ø
S D
M H
ST
AT
IO
N
: 1
+9 8.
O
FF
SE
T:
.0
T R
IM
: 4
6.
" I N
V
IN
:4
8.
(N W
" I N
V O
U T:
.1
(S
" Ø
S U
M P
#0
(M
AI
N
LI
N E)
ST
AT
IO
N
: 1
+0 3.
O
FF
SE
T:
.0
R
IM
: 4
3.
SU
M
P:
9.
" I
N V
IN
:4
7.
(N
" I N
V
IN
:4
0.
(W
" I
N V
IN
:4
0.
(E
" I N
V O
U T:
.4
(S
Existing Gas Service Station ≈ 108+94.52
NEW WATER SERVICE
Station ≈ 109+17.96
Existing SS Lateral Station ≈ 109+21.32
Existing Gas Service Station ≈ 109+53.49
NEW WATER SERVICE
Station ≈ 109+64.69
Existing SS Lateral Station ≈ 110+07.42
NEW WATER SERVICE
Station ≈ 105+18.18
NEW WATER SERVICE
Station ≈ 105+54.80
Existing Gas Service Station ≈ 105+69.52
Existing Gas Service Station ≈ 106+15.73
Existing Gas Service Station ≈ 106+40.99
Existing SS Lateral Station ≈ 106+51.75
NEW WATER SERVICE
Station ≈ 106+72.08
Existing SS Lateral Station ≈ 106+86.54
Existing SS Lateral Station ≈ 106+91.42
Exisitng Gas Service Station ≈ 107+14.26
Existing SS Lateral Station ≈ 107+77.26
Existing SS Lateral Station ≈ 107+81.14
NEW WATER SERVICE
Station ≈ 107+79.47
NEW WATER SERVICE
Station ≈ 107+79.65
Existing Gas Service Station ≈ 107+83.54
Existing SS Lateral Station ≈ 108+47.28
26.68' OF 15" CLASS III RCP @ 0.20%
294.83' OF 15" CLASS III RCP @ 0.20%
351.25' OF 15" CLASS III RCP @ 0.20%
Existing SS Pipe
Existing SSMH
Existing SSMH (3)
Existing SS Pipe
Existing SS Pipe
New 8" Water Line CONNECT NEW 8" LINE
TO EXISTING 8" LINE
SS 8in
SS 12in SS 12in
SS 12in
SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in SS 10in
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in
SD
SD
S
S
G G
G G
G G
G
G
G G
G
G
G
G G
G G
G
G G
G
G G
G G
G
G 4in
G 4in
G 4in
G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in
60" Ø SUMP #02 (MAINLINE)
STATION: 110+25.07
OFFSET: 0.000
W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in
269.40' OF 15" CLASS III RCP @ 0.20%
5+
6+
7+
8+
9+
110+00
LEGEND
5" ASPHALT OVER 8" UTBC
NOTES:
1. CONTACT MANNY TORRES AT 801-376-8798 OR
MANNY.TORRES@DOMINIONENERGY.COM TO
HAVE GAS LINES LOOPED. NOTIFY ENBRIDGE
OF LOOPING NEEDS ONCE PROJECT HAS BEEN
AWARDED AND AGAIN 2 WEEKS PRIOR TO
WORK THAT REQUIRES LOOPS.
0.
' O
F
" S D
R
P
VC
P
IP
E
-0 .3
4%
26.68' OF 15" CLASS III RCP @ 0.20%
294.83' OF 15" CLASS III RCP @ 0.20%
25.50' OF 12" SDR35 PVC PIPE @ 1.00%
351.25' OF 15" CLASS III RCP @ 0.20%
13.20' OF 12" SDR35 PVC PIPE @ 1.00%
800 EAST
SO
U
TH
INSTALL SEWER LATERAL STUB
FOR 1665 S TO BACK OF WALK INSTALL SEWER LATERAL STUB
FOR 1615 S TO BACK OF WALK
48" Ø SDMH #03
STATION: 109+98.39
OFFSET: 0.000
60" Ø SUMP #01 (MAINLINE)
STATION: 107+03.56
OFFSET: 0.000
48" Ø PRETREATMENT #01
STATION: 107+03.19
OFFSET: -25.499 L
LG RIM: 4743.38
SUMP: 4736.30
12" INV OUT:4740.30 (E)
48" Ø PRETREATMENT #02
STATION: 107+03.56
OFFSET: 13.201 R
LG RIM: 4743.30
SUMP: 4736.30
12" INV OUT:4740.30 (W)
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
SD2
E
ST
O
RM
D
RA
IN
P
LA
N
P
RO
FI
LE
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
B
AS
E
M
AP
V
ER
SI
O
N
.D W
G
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
M
AT
C H
LI
N
E
ST
AT
IO
N
+5
M
AT
C
H
LI
N E
SH
EE
T
SD
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
M
AT
C H
LI
N
E
SH
EE
T
SD
89.68°' 89.16°'
90.32°'
137.00°'
136.35°'
SS 6in SS 6in
SS 12in SS 12in SS 12in SS 12in SS 12in SS 12in SS 12in SS 12in SS 12in SS 12in SS 12in SS 12in
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W W
W W W W W W W 10in W 10in W 10in W 10in W 10in W 10in W 10in
S
S
S
SS
G G
G G
G
G
G G G
G G
G G
G
G
G
G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 4in G 4in G 4in G 4in
G G
60" Ø SUMP #04 (MAINLINE)
STATION: 112+96.97
OFFSET: 0.000
48" Ø PRETREATMENT #03
STATION: 112+97.18
OFFSET: -8.562 L
LG RIM: 4745.24
SUMP: 4737.30
12" INV OUT:4741.30 (E)
8.56' OF 12" SDR35 PVC PIPE @ 1.00%
1+
2+
3+
4+
5+
6+
117+00
LEGEND
5" ASPHALT OVER 8" UTBC
NOTES:
1. CONTACT MANNY TORRES AT 801-376-8798 OR
MANNY.TORRES@DOMINIONENERGY.COM TO
HAVE GAS LINES LOOPED. NOTIFY ENBRIDGE
OF LOOPING NEEDS ONCE PROJECT HAS BEEN
AWARDED AND AGAIN 2 WEEKS PRIOR TO
WORK THAT REQUIRES LOOPS.
371.47' OF 15" CLASS III RCP @ 0.20%
269.40' OF 15" CLASS III RCP @ 0.20%
371.47' OF 15" CLASS III RCP @ 0.20%
800 EAST
1550 SO
U
TH
S O
U
TH
REMOVE EXISTING SUMP
CONNECT NEW PIPE TO
EXISTING SUMP
S
S
15.25' OF 12" SDR35 PVC PIPE @ 0.20%
26.37' OF 12" SDR35 PVC PIPE @ 0.20%
REMOVE EXISTING PIPE
AND REPLACE WITH NEW
12" SDR35 PVC PIPE
48" Ø PRETREATMENT #04
STATION: 116+68.44
OFFSET: -16.191 L
RIM: 4746.15
SUMP: 4738.77
12" INV IN:4742.87 (W)
12" INV OUT:4742.77 (E)
STANDARD CATCH BASIN #01
STATION: 111+65.90
OFFSET: 27.534 R
LG RIM: 4744.92
12" INV OUT:4742.11 (NW)
60" Ø SUMP #03
STATION: 111+74.36
OFFSET: 14.841 R
RIM: 4745.61
SUMP: 4733.98
12" INV IN:4742.08 (SE)
12" INV OUT:4741.98 (NW)
60" Ø EXISTING SUMP #02
STATION: 111+88.97
OFFSET: -7.105 L
RIM: 4745.45
SUMP: 4733.94
12" INV IN:4741.93 (SE)
110+25 110+50 111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 116+00
269.40' OF 15" CLASS III RCP @ 0.20%
Existing SS Lateral Station ≈ 113+38.43
Existing Gas Service Station ≈ 110+90.34
Existing Gas Service Station ≈ 111+21.40
Existing Water Service Station ≈ 111+40.15
Existing SS Lateral Station ≈ 111+53.43
Existing Water Service Station ≈ 112+31.36
Existing Gas Service Station ≈ 112+55.01
Existing SS Lateral Station ≈ 112+59.19
Existing Water Service Station ≈ 112+90.69
Existing Gas Service Station ≈ 113+37.95
Existing SS Lateral Station ≈ 113+76.79
Existing Water Service Station ≈ 114+25.03
Existing SS Lateral Station ≈ 114+33.50
Existing Gas Service Station ≈ 114+78.24
Existing SS Lateral Station ≈ 115+13.36
Existing Water Service Station ≈ 115+31.38
Existing Gas Service Station ≈ 115+36.58
Existing Water Service Station ≈ 115+98.8060
" Ø S
U M
P #0
(M
AI
N
LI
N
E)
ST
AT
IO
N : 1
+9
6.
O
FF
SE
T:
.0
R
IM
: 4
5.
SU
M P:
0.
" I N
V
IN
:4
0.
(N
" I
N V
IN
:4
9.
(E
" I N
V
IN
:4
1.
(W
" I
N V
O U
T:
.8
(S
371.47' OF 15" CLASS III RCP @ 0.20%
Existing SS Pipe
Existing SSMH
Existing Ground
Existing SS Pipe
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
SD3
M
AT
C H
LI
N
E
ST
AT
IO
N
+5
E
ST
O
RM
D
RA
IN
P
LA
N
P
RO
FI
LE
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
B
AS
E
M
AP
V
ER
SI
O
N
.D W
G
M
AT
C H
LI
N
E
SH
EE
T
SD
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
M
AT
C H
LI
N
E
SH
EE
T
SD
MATCHLINE SHEET SD5
90.30°' 91.27°'
88.62°' in
SS
in
SS
in
SS
in
SS 12in SS 12in SS 12in SS 12in SS 12in SS 12in
SS
SS
SS
SS
W 10in
WWWW
W 10in W 10in W 10in
W W
W 10in
W in
W in
SD
SD
in S
S
G
G in G in
G in G
G 4in G 4in G 4in
G in G in
NOTES:
1. CONTACT MANNY TORRES AT 801-376-8798 OR
MANNY.TORRES@DOMINIONENERGY.COM TO
HAVE GAS LINES LOOPED. NOTIFY ENBRIDGE
OF LOOPING NEEDS ONCE PROJECT HAS BEEN
AWARDED.
117+32
6+
117+00
41.93' OF 15" CLASS III RCP @ 0.20%
11.60' OF 12" SDR35 PVC PIPE @ 0.20%
16.19' OF 12" SDR35 PVC PIPE @ 1.00%
371.47' OF 15" CLASS III RCP @ 0.20%
800 EAST
S O
U
TH 20.77' OF 12" SDR35 PVC @ 1.00%
LEGEND
5" ASPHALT OVER 8" UTBC
CONNECT EXISTING PIPE TO NEW STRUCTURE
REMOVE AND DISPOSE OF EXISTING CATCH BASIN
REMOVE AND DISPOSE
OF EXISTING
STRUCTURE AND PIPE
REMOVE AND DISPOSE OF EXISTING CATCH BASIN
PRESERVE AND PROTECT
EXISTING STORM STRUCTURE.
CAP END OF W CONNECTING PIPE
REMOVE AND DISPOSE OF EXISTING 8" CLAY PIPE
INSTALL MODIFIED ADA RAMP
EX
60" Ø SUMP #05 (MAINLINE)
STATION: 116+68.44
OFFSET: 0.000
60" Ø SUMP #06 (MAINLINE)
STATION: 117+10.37
OFFSET: 0.000
48" Ø PRETREATMENT #05
STATION: 117+21.97
OFFSET: 0.000
48" Ø PRETREATMENT #04
STATION: 116+68.44
OFFSET: -16.191 L
RIM: 4746.15
SUMP: 4738.77
12" INV IN:4742.87 (W)
12" INV OUT:4742.77 (E)
STANDARD CATCH BASIN #02
STATION: 116+68.44
OFFSET: -36.966 L
RIM: 4745.60
12" INV IN:4743.18 (S)
12" INV OUT:4743.08 (E)
115+75 116+00 116+50 117+00 117+50
Existing Water Service Station ≈ 115+98.80
Gas Service Station ≈ 116+33.11
Preserve and Protect Existing 4" Gas Main Station ≈ 116+98.00
" Ø
S U
M P
#0
(M
AI
N
LI
N E)
ST
AT
IO
N
: 1
+6 8.
O
FF
SE
T:
.0
R
IM
: 4
6.
SU
M
P:
2.
" I
N V
IN
:4
0.
(E
" I N
V
IN
:4
2.
(W
" I
N V
O U
T:
.8
(S
41.93' OF 15" CLASS III RCP @ 0.20%
11.60' OF 12" SDR35 PVC PIPE @ 0.20%
" Ø
S U
M P
#0
(M
AI
N
LI
N E)
ST
AT
IO
N
: 1
+1 0.
O
FF
SE
T:
.0
R
IM
: 4
6.
SU
M
P:
2.
" I
N V
IN
:4
1.
(N
" I N
V O
U T:
.9
(W
" Ø
P R
ET
R
EA
TM
EN
T
#0
ST
AT
IO
N
: 1
+2 1.
O
FF
SE
T:
.0
LG
R
IM
: 4
5.
SU
M P:
7.
" I N
V O
U T:
.1
(S
LOOP WATER MAIN
Station ≈ 116+90.71
LOOP WATER MAIN
Station ≈ 116+60.21
371.47' OF 15" CLASS III RCP @ 0.20%
Existing Sewer Main Station ≈ 116+78.16
Existing SSMH
Existing SS Pipe
Existing Ground
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
SD4
M
AT
C H
LI
N
E
ST
AT
IO
N
+0
E
ST
O
RM
D
RA
IN
P
LA
N
P
RO
FI
LE
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
B
AS
E
M
AP
V
ER
SI
O
N
.D W
G
M
AT
C H
LI
N
E
SH
EE
T
SD
82.51°'
88.73°'
97.64°' in
SS 6in SS 6in SS 6in SS 6in SS 6in SS 6in
SS
in
SS
in
SS
2i n
SS
2i n
SS
2i n
SS
2i n
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W W W W W W W W
W W
0i n W
0i n W
0i n
W W
W W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD
SD
SD
SD
P
S
S S
S
G
G
G G
G
G
G
G
G
G
G
G
G S
G in G in
G in G in
G in
G G G
G in G in
G in
NOTES:
1. CONTACT MANNY TORRES AT 801-376-8798 OR
MANNY.TORRES@DOMINIONENERGY.COM TO
HAVE GAS LINES LOOPED. NOTIFY ENBRIDGE
OF LOOPING NEEDS ONCE PROJECT HAS BEEN
AWARDED AND 2 WEEKS PRIOR TO START.
LEGEND
5" ASPHALT OVER 8" UTBC
8.56' OF 12" SDR35 PVC PIPE @ 1.00%
34.54' OF 15" CLASS III RCP @ 0.20%
28.46' OF 12" SDR35 PVC PIPE @ 1.00%
45.95' OF 15" CLASS III RCP @ 0.20%
25.76' OF 12" SDR35 PVC PIPE @ 1.00%
8.29' OF 12" SDR35 PVC PIPE @ 1.00%
19.12' OF 12" SDR35 PVC PIPE @ 2.62%
15.15' OF 12" SDR35 PVC PIPE @ 1.00%
13.93' OF 12" SDR35 PVC PIPE @ 1.00%
15.15' OF 12" SDR35 PVC PIPE @ 1.00%
286.35' OF 15" CLASS III RCP @ 0.20%
EA
ST
1550 SOUTH
EA
ST
48" Ø PRETREATMENT #03
STATION: 112+97.18
OFFSET: -8.562 L
60" Ø SUMP #04 (MAINLINE)
STATION: 112+96.97
OFFSET: 0.000
CUT, CAP &
ABANDON EXISTING
24" IRRIGATION PIPE
REMOVE AND REPLACE
CONCRETE WATERWAY REMOVE AND REPLACE
CONCRETE WATERWAY
REMOVE EXISTING CATCH BASIN
AND ABANDON EXISTING PIPE (2)
R
EM
O
VE
E
XI
ST
IN
G P
IP
E
AN
D
R
EP
LA
C
E W
IT
H
N
EW
48" Ø PRETREATMENT #09
STATION: 203+93.13
OFFSET: -19.090 L
LG RIM: 4745.02
SUMP: 4738.00
12" INV OUT:4742.00 (E)
48" Ø PRETREATMENT #10
STATION: 203+92.06
OFFSET: 15.145 R
LG RIM: 4744.30
SUMP: 4737.20
12" INV OUT:4741.20 (W)
60" Ø SUMP #9 (MAINLINE)
STATION: 203+92.06
OFFSET: 0.000
60" Ø SUMP #08 (MAINLINE)
STATION: 203+57.52
OFFSET: 0.000
48" Ø PRETREATMENT #06
STATION: 203+12.34
OFFSET: -8.258 L
LG RIM: 4744.61
SUMP: 4737.28
12" INV OUT:4741.28 (S)
60" Ø SUMP #07 (MAINLINE)
STATION: 203+11.56
OFFSET: 0.000
48" Ø PRETREATMENT #07
STATION: 203+11.11
OFFSET: 25.759 R
LG RIM: 4744.08
SUMP: 4736.76
12" INV OUT:4740.76 (N)
60" Ø SUMP #10
STATION: 204+74.47
OFFSET: 0.000
48" Ø PRETREATMENT #11
STATION: 204+75.55
OFFSET: -16.392 L
LG RIM: 4744.98
SUMP: 4738.00
12" INV OUT:4742.00 (E)
48" Ø PRETREATMENT #12
STATION: 204+73.47
OFFSET: 17.616 R
LG RIM: 4744.68
SUMP: 4737.60
12" INV OUT:4741.60 (W)
48" Ø PRETREATMENT #08
STATION: 203+57.52
OFFSET: 28.461 R
LG RIM: 4743.99
SUMP: 4737.00
12" INV OUT:4741.00 (NW)
200+00
201+00 20 2+
3+
00 204+00
200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50 205+00 205+34
" Ø
S U
M P
#0
(M
AI
N
LI
N E)
ST
AT
IO
N
: 1
+9 6.
O
FF
SE
T:
.0
R
IM
: 4
5.
SU
M
P:
0.
" I
N V
IN
:4
0.
(N
" I N
V
IN
:4
9.
(E
" I
N V
IN
:4
1.
(W
" I N
V O
U T:
.8
(S
" Ø
S U
M P
#0
(M
AI
N
LI
N E)
ST
AT
IO
N
: 2
+1 1.
O
FF
SE
T:
.0
R
IM
: 4
4.
SU
M
P:
1.
" I
N V
IN
:4
9.
(E
" I N
V
IN
:4
0.
(S
" I
N V
IN
:4
1.
(N
" I N
V O
U T:
.6
(W
45.95' OF 15" CLASS III RCP @ 0.20%
" Ø S
U M
P #0
(M
AI
N
LI
N
E)
ST
AT
IO
N : 2
+5
7.
O
FF
SE
T:
.0
R
IM
: 4
4.
SU
M P:
1.
" I N
V
IN
:4
9.
(N
" I
N V
IN
:4
0.
(S
E)
" I N
V O
U T:
.8
(W
" Ø
S U
M P
#9 (M
AI
N
LI
N
E)
ST
AT
IO
N : 2
+9
2.
O
FF
SE
T:
.0
R
IM
: 4
5.
SU
M P:
2.
" I N
V
IN
:4
1.
(W
" I
N V
IN
:4
1.
(E
" I N
V O
U T:
.0
(S
34.54' OF 15" CLASS III RCP @ 0.20%
" Ø
S U
M P
#1
ST
AT
IO
N
: 2
+7 4.
O
FF
SE
T:
.0
R
IM
: 4
5.
SU
M
P:
3.
" I
N V
IN
:4
1.
(W
" I N
V
IN
:4
1.
(E
8.56' OF 12" SDR35 PVC PIPE @ 1.00%
" Ø
P R
ET
R
EA
TM
EN
T
#0
ST
AT
IO
N
: 1
+9 7.
O
FF
SE
T:
-8
.5
L
LG
R
IM
: 4
5.
SU
M
P:
7.
" I
N V
O U
T:
.3
(E
286.35' OF 15" CLASS III RCP @ 0.20%
Existing SS Lateral Station ≈ 203+51.22
Existing SS Lateral Station ≈ 202+72.71
LOOP EXISTING WATER SERVICE
Station ≈ 202+92.44
Existing SS Lateral Station ≈ 202+94.43
LOOP 2" GAS LINE
Station ≈ 203+30.78
2" Gas Line Station ≈ 200+50.77
LOOP WATER SERVICE
Station ≈ 201+75.48
Existing SS Lateral Station ≈ 201+85.03
CUT, CAP, & ABANDON EXISTING 24" IRRIGATION PIPE
Station ≈ 202+06.64
LOOP WATER SERVICE
Station ≈ 203+74.78
Existing SSMH
Existing SS Pipe
Existing SS Pipe
Existing SSMH
Existing SSMH
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
TL
N
EV
Z
EV
Z
FE
BR
U
AR
Y
FE
BR
U
AR
Y
FE
BR
U
AR
Y
SD5
M
AT
C H
LI
N
E
SH
EE
T
SD
S S
TO
RM
D
RA
IN
P
LA
N
P
RO
FI
LE
S
U
TI
LI
TY
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
5-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 5-
- S W
R
S.
U
TI
LI
TY
P
RO
JE
CT
\D
ES
IG
N \D
W G\
-0
B
AS
E
M
AP
V
ER
SI
O
N
.D W
G
90.15°'
84.61°' 96.23°'
117.77°' 94.30°'
90.93°'
90.54°'
178.74°'
SS 8in SS 8in SS 8in in
SS
in
SS 8in SS 8in SS 8in SS 8in SS 8in
SS 8in SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W 6in W 6in
W 6in
W in
W in W in
W 6in W 6in W 6in W 8in W 8in W 8in
W in W in
W 8in
W 6in W 6in W 6in
IRR 24in
IRR 24inIRR 24inIRR 24in
IR
R
4i n
IR
R
4i n
IR
R
4i n
IRR 24in IRR 24in
IR
R
4i n
S
S
S
G in G in
G in G in
G in
G
G 2in G 2in G 2in G 2in G 2in G 2in G 2in G 2in W 8in W 8in
G G
G
S
S
G 2in
SS
0i n
SS
0i n
411+00
48" Ø SDMH #01
RIM: 4741.65
SUMP: 4735.72
15" INV IN:4735.82 (E)
18" INV OUT:4735.72 (S)
7.09' OF 12" SDR35 PVC PIPE @ 1.37%
14.48' OF 18" CLASS III RCP @ 0.20% 158.09' OF 18" CLASS III RCP @ 0.80%
172.76' OF 18" CLASS III RCP @ 0.21%
13.07' OF 12" SDR35 PVC PIPE @ 13.01%
204.09' OF 18" CLASS III RCP @ 0.20%
S
S O
U
TH
750 EAST
W in W in
W 8in
W in W in
W in W in
LEGEND
5" ASPHALT OVER 8" UTBC
23.22' OF 12" SDR35 PVC PIPE @ 1.05%
CUT, CAP & ABANDON
24" IRRIGATION PIPE
CUT, CAP & ABANDON
IRRIGATION PIPE
ABANDON EXISTING SUMP, FILL WITH GRAVEL
INSTALL MODIFIED ADA RAMP
LOOP GAS MAIN
48" Ø PRETREATMENT #13
STATION: 302+13.64
OFFSET: 13.065 R
LG RIM: 4739.40
SUMP: 4733.70
12" INV OUT:4737.70 (E)
60" Ø SUMP #11 (MAINLINE)
STATION: 302+28.12
OFFSET: 0.000
48" Ø PRETREATMENT #15
STATION: 302+28.12
OFFSET: -7.089 L
LG RIM: 4739.23
SUMP: 4732.20
12" INV OUT:4736.20 (W)
48" Ø PRETREATMENT #17
STATION: 303+86.12
OFFSET: -9.896 L
LG RIM: 4738.55
SUMP: 4731.60
12" INV OUT:4735.60 (W)
48" Ø PRETREATMENT #18
STATION: 303+86.36
OFFSET: 24.350 R
LG RIM: 4738.76
SUMP: 4731.80
12" INV OUT:4735.80 (E)
48" Ø SDMH #04
STATION: 302+13.64
OFFSET: 0.000
60" Ø SUMP #12 (MAINLINE)
STATION: 303+86.21
OFFSET: 1.132 R
NOTES:
1. CONTACT MANNY TORRES AT 801-376-8798 OR
MANNY.TORRES@DOMINIONENERGY.COM TO
HAVE GAS LINES LOOPED. NOTIFY ENBRIDGE
OF LOOPING NEEDS ONCE PROJECT HAS BEEN
AWARDED.
0+
1+
2+
00 30 3+
4+
305+00
300+00 300+50 301+00 301+50 302+00 302+50 303+00 303+50 304+00 304+50 305+00
" Ø
S U
M P
#1
(M
AI
N
LI
N E)
ST
AT
IO
N
: 3
+2 8.
O
FF
SE
T:
.0
R
IM
: 4
9.
SU
M
P:
7.
" I
N V
IN
:4
6.
(E
" I N
V
IN
:4
5.
(W
" I
N V
O U
T:
.1
(S
CUT, CAP, AND REMOVE EXISTING 24" IRRIGATION PIPE
Station ≈…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .