6-25-051 Construction Drawings 2026 SW Water Project.pdf
PDF 10 MB Posted
- Attached to
- 2026 SW Water Project
- Solicitation number
- 25-051
- Issued by
- Utah
About this file
This document comprises construction drawings for the 2026 SW Water Project in Orem, Utah, prepared by the City of Orem Engineering Division. The project encompasses two phases: Phase I with a construction completion date of October 15, 2026, and Phase II with completion scheduled for July 2, 2027. The scope of work includes installation of approximately 3,180 linear feet of 12-inch DR-18 C900 waterline, 10,075 linear feet of 8-inch waterline, 260 linear feet of 6-inch DR-18 C900 waterline, 1,524 linear feet of 8-inch dual wall perforated HDPE groundwater pipe, 130 water service extensions, connection of 97 water services to the new main line, installation of 31 new fire hydrants, seven new 48-inch diameter groundwater manholes, approximately 137,300 square feet of asphalt paving, curb and gutter work, sidewalk improvements, and associated utility relocations. The project covers two primary areas: the Springwater Drive area and the 800 South and 1420 West area. The contractor is responsible for construction survey staking within the City of Orem's "OREM97" survey datum, potholing and locating all existing utilities, developing and implementing a Storm Water Pollution Prevention Plan (SWPPP) before construction begins, and maintaining driveway access to all properties during construction.
Key contractual requirements include contractor responsibility for raising all manhole covers and water valves within permanent asphalt patches to be flush with the new asphalt surface using concrete collars, placement of asphalt joints at striping locations rather than wheel paths where feasible, protection of all section corners during construction with re-survey at contractor expense if damaged, notification of the City Engineer for any road closures, and coordination with Dominium Energy for gas line looping needs. High groundwater conditions are anticipated, with the contractor planning for minimal trench dewatering, though well points may require change order approval if major groundwater is encountered. Field adjustments to utility line locations may be necessary to avoid existing utilities without price adjustments for incidental changes. The contractor must maintain driveway and parking access throughout construction, utilize steel plates during concrete curing, and coordinate with project managers on any modifications. Design engineer Tacoma Parkinson and project manager John Wirthlin serve as primary contacts, with additional departmental contacts identified for sewer, water, storm drain, streets, street lights, signs, traffic control, and SWPPP management.
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Text version
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 CITY ENGINEER
APPROVAL COMMUNITY DEVELOPMENT DIRECTOR
DESIGN: TACOMA PARKINSON
DATE: MAR 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: 25-051
SHEET
TITLENUMBER
TITLE SHEET1
GENERAL INFO AND LOCATION MAP2
UT10-UT16
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
DESIGN ENGINEER TACOMA PARKINSON 229-7314
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 229-7512
STREET LIGHTS SHAUN BRIDGES 229-7512
SIGNS TRENT MALLINSON 229-7584
TRAFFIC CONTROL JOHN DORNY 229-7508
SWPPP RYAN CASPER 229-7573
CONTACTS
GENERAL NOTES
TOP OF ASPHALTTA
UT1-UT9
VICINITY MAP
800 S AND 1420 W AREA
SPRINGWATER DR AREA
ANGLE POINTAP
2026 SW WATER PROJECT
- PHASE I & PHASE II -
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. THE CONSTRUCTION COMPLETION DATE FOR PHASE I IS
OCTOBER 15, 2026, AND THE COMPLETION DATE FOR PHASE II IS JULY 2,
2027. SEE VICINITY MAP (PAGE 3) FOR MORE DETAIL ON THE EXTENTS OF
PHASE I & 2.
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 DEVELOPMENT SERVICES FOR
APPROVAL.
5. 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.
6. THIS PROJECT HAS EXISTING UTILITIES THAT ARE NEAR THE LOCATIONS OF
THE PROPOSED CULINARY WATER MAIN. IT MAY BECOME NECESSARY TO
MAKE FIELD ADJUSTMENTS TO THE EXACT LOCATION 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.
7. 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.
8. THE CONTRACTOR IS RESPONSIBLE TO SURVEY AND LOCATE ALL MANHOLE
COVERS AND WATER VALVES THAT ARE WITHIN THE PERMANENT
ASPHALT PATCH. ALL MANHOLES AND WATER VALVES ARE TO BE RAISED
BY THE CONTRACTOR WITH CONCRETE COLLARS TO BE FLUSH WITH THE
NEW ASPHALT SURFACE.
9. WHENEVER FEASIBLY POSSIBLE THE CONTRACTOR IS REQUIRED TO HAVE
ALL ASPHALT JOINTS PLACED AT THE STRIPING LOCATIONS AND NOT IN
THE WHEEL PATH LOCATIONS.
10. 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.
11. 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.
12. 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
AWAREDED AND 2 WEEKS PRIOR TO START
EXISTING STRUCTURE
OR FACILITY
PROJECT
AREAS
SPRINGWATER DRIVE AREA
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SPRINGWATER DRIVE AREA PHASE II
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12" 11.25° BEND
12" 45° BENDS
12" BUTTERFLY VALVE
12" X 8" TEE
8" GATE VALVE
REMOVE, DISPOSE &
ABANDON EXISTING FH
INSTALL NEW FH ASSEMBLY
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
REMOVE, DISPOSE &
ABANDON EXISTING FH
INSTALL NEW FH ASSEMBLY
12" 11.25° BEND
ABANDON EXISTING
12" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
INSTALL NEW 12" DR-18 C900 WATERLINE
PLUG AND ABANDON EXISTING WATER LINE
CONNECT TO EXISTING
WATER SERVICE
SPRINGWATER DRIVE
WREMOVE & INSTALL 58 LF OF MONOLITHIC
CURB, GUTTER & SIDEWALK. AS REQUIRED
REPLACE 8' OF MONOLITHIC
CURB, GUTTER & SIDEWALK
LANDSCAPING & IRRIGATION RESTORATION
REMOVE & REPLACE
8' OF CURB & GUTTER
6" GATE VALVE
6" GATE VALVE
12" X 6" TEE
12" X 6" TEE
12" SLEEVE
5" THICK ASPHALT OVER 8" UTBC
DEFLECTION IN PIPE MAY BE REQUIRED FOR
PROPOSED ALIGNMENT. MAXIMUM DEFLECTION
ALLOWED IS 1° PER STICK OF PIPE
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CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
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ABANDON EXISTING FH
INSTALL NEW FH ASSEMBLY
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DETAIL M ON SHEET D4
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DETAIL M ON SHEET D4
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
INSTALL NEW 12" DR-18 C900 WATERLINE
REMOVE & INSTALL 33 LF OF MONOLITHICCURB, GUTTER & SIDEWALK. AS REQUIRED
REMOVE & REPLACE DRIVE APPROACH. AS REQUIRED
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S
PR
IN
GW
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BA
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M
AP
.D W
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MATCHLINE TOP HALF OF UT1
MATCHLINE BOTTOM HALF OF UT3
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
4" THICK ASPHALT OVER 8" UTBC
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
4" THICK ASPHALT OVER 8" UTBC
in
W in
W in
W 12in
W 12in
W 12in
W 12in W 12in W 12in
W 12in
W 12in
W 12in
W 12in
W 12in
W 12in W
/4 in
W in
W in
W in
P
P
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 8in
SS
in
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SSGW
GW
GW
GW
GW
G W
G W
G W
GW
GW
GW
GW
GW
GW
G W
G W
GW
GW
GW
GW
GW
G W
G W
G W
G W
G W
G W
GW
GW
G W
G W
GW
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FOFO
FO
FO
P
P
P P
P
P
P
P P
P P
P P P
P
P
P
P
P P
P
P P
G
G
G
G
G
G
G
G G
G
G G
G
G
G
G
G G
G
G
G
G
G
G
W 12in
W in
W 12in
W 12in
W 12in
W 12in
W 12in
W 12in
W 12in
W 12in W 12in W 12in W 12in
W 12in
W in 17
W
SPRINGWATER DRIVE
12" 11.25° BEND
CONNECT TO EXISTING
WATER SERVICE
REMOVE, DISPOSE &
ABANDON EXISITNG FH
INSTALL NEW FH ASSEMBLY
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
12" 11.25° BEND
12" 11.25° BEND
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINEEXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
6" GATE VALVE
ABANDON EXISTING
12" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
ABANDON EXISTING WV.
SEE DETAIL M ON SHEET D4.
INSTALL NEW 8" DR-18 C900 WATERLINE
CONNECT TO EXISTING
WATER SERVICE
8" GATE VALVE
12" X 6" TEE
12" X 8" TEE
REMOVE & REPLACE
CROSS GUTTER
REMOVE & REPLACE DRIVE
APPROACH. AS REQUIRED
REMOVE & REPLACE DRIVE APPROACH. AS REQUIRED
REMOVE & INSTALL 12 LF OF MONOLITHIC
CURB, GUTTER & SIDEWALK. AS REQUIRED
6" GATE VALVE
12" X 6" TEE
12" BUTTERFLY VALVE
REMOVE & INSTALL NEW CROSS GUTTER
W
ES
T
REMOVE & INSTALL
NEW CROSS GUTTER
M
AT
CH
LI
NE
T
O P
HA
LF
O F
UT
M
AT
CH
LI
NE
B
O
TT
O M
H
AL
F O
F
UT
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T2
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T2
W 6in
W 6in
W in
W 12in W 12in W 12in
W 12in
W 12in W 12in W 12in W 12in W 12in W 12in W 12in W 12in
W
/4 in
P
P P
P
P P
P
SS 8in SS 8in
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
SS
in
SS 8in SS 8in SS 8in
SS
SS
SS
SSSS
SS
SS
SS
SS
GW GW GW GW
GW
GW
GW
GW
GW
G W
G W
GW GW GW GW GW GW
G W
GW
G W
G W
G W
G W
G W
G W
G
WG
W
G W
FO
FO
FO FO
FO
FO FO
FO FO FO FO FO FO
FO
FO FO FO FO
P
P
P
P
P P
P P P P P
P P
P
P P
P
P P P P
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
W 8in
W 8in
W 8in
W in
W 12in W 12in W 12in W 12in W 12in W 12in W 12in W 12in W 12in W 12in W 12in W 12in
12" X 6" TEE
SPRINGWATER DRIVE
CONNECT TO EXISITNG
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
REMOVE, DISPOSE &
ABANDON EXISTING FH
INSTALL NEW FH ASSEMBLY
INSTALL NEW 12" DR-18 C900
WATERLINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
ABANDON EXISTING
12" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
W
ES
T
W
ES
T
6" GATE VALVE
W
6" GATE VALVE
12" X 6" TEE SURFACE RESTORATION
REMOVE & INSTALL NEW CROSS GUTTER
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T2
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T2
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T2
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T3
MATCHLINE BOTTOM HALF OF UT2
MATCHLINE BOTTOM HALF OF UT6
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
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R
DA
TE
AP
PR
O
VE
D
AP
PR
O
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L
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CO
M
M
EN
DE
D
DA
TE
CO
M
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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
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L
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CO
M
M
EN
DE
D
DA
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CO
M
M U
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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
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L
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CO
M
M
EN
DE
D
DA
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CO
M
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IT
Y
DE
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LO
PM
EN
T
DI
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O R
CI
TY
E N
GI
N
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R
DA
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AP
PR
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D
AP
PR
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CO
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M
EN
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CI
TY
O F
O
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M
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M , U
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N
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H
ST
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ST
EN
GI
N
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RI
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DI
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CO
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DE
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LO
PM
EN
T
DE
SC
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PT
IO
N
BY
RE
V
DA
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CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
GT
P
GT
P
M
AR
M
AR
M
AR
UT2
SP
RI
N
GW
AT
ER
D R
U
TI
LI
TY
S
HE
ET
S W
W
AT
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P
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JE
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PR
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W
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W
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\D
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N
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GW
AT
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D
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-0
S
PR
IN
GW
AT
ER
D R
BA
SE
M
AP
.D W
G
MATCHLINE TOP HALF OF UT2
MATCHLINE BOTTOM LEFT OF UT5
MATCHLINE TOP HALF OF UT2
MATCHLINE BOTTOM RIGHT OF UT5
MATCHLINE BOTTOM HALF OF UT2
MATCHLINE TOP HALF OF UT6
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
4" THICK ASPHALT OVER 8" UTBC
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
6in
W 6in
W
2i n
W
2i n
W
2i n
W 12in W 12in W 12in
W 12in
W 12in
P P
P
P
P
P
P
P
P
P
P
P
P
SS 8in SS 8in SS 8in SS 8in SS 8in
SS 8in
SS
4i n
SS
4i n
SS
4i n
SS
4i n
SS
4i n
SS
SSSS
SS
SS
GW GW GW GW GW GW
GW
GW
SD
8i n
SD
8i n
SD 24in
SD 24in
SD 30in
SD 30in
SD 30in
SD
6i n
G W
G W
SD
SD
SD
SD
SD
FO
FO FO FO FO
G G G G G
G
G
G
G
G
G
G G
G
G
G
G
W 8in
W 8in
W 8in
W 12in W 12in W 12in W 12in W 12in
W 12in
W
12" X 8" TEE
12" 22.5° BENDS
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
INSTALL NEW FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH
12" 45° BENDS
12" SLEEVE
ABANDON EXISTING
12" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
INSTALL NEW 12" DR-18 C900 WATERLINE
W
ES
T
W
ES
T
8" GATE VALVE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
SPRINGWATER DRIVE
GE
NE
VA
R
OA
D
8" X 6" TEE
6" GATE VALVE
REMOVE & INSTALL NEW CROSS GUTTERM
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T2
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T3
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
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
W 6in
W 6in
W 6in W 8in
W 8in
W 8in
W 8in W 8in
W 8in
W 8in
W 8in
W 8in
W 8in
W 12in
W 12in
W 12in
W
P
SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS 8in SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS
SSSS
SS
SS
GW
GW
GW
GW
GW
G W
SD
15in
SD
0i n
SD 30in
SD 30in
SD 30in
GW
GW
GW
G W
GW
GW
GW
GW
GW
GW
GW
SD
SD
SD
SD
SD
SD
SD
FO
FO
FO
FO
FO
FO
W 12in
G
G
G
G
G
G
G G G
G
G
G
G
G
G
G
G G
G
W 8in
W 8in
W 8in
W 8in
W 8in
W 8in W 8in W 8in
W 8in
W 12in
W 12in
W 12in
W 12in
W 12in
8" 11.25° BEND
8" 22.5° BEND
8" 11.25° BEND
8" SLEEVE
EXTEND WATER SERVICE
TO NEW MAIN LINE
EXTEND WATER SERVICE
TO NEW MAIN LINE
EXTEND WATER SERVICE
TO NEW MAIN LINE
EXTEND WATER SERVICE
TO NEW MAIN LINE
REMOVE, DISPOSE &
ABANDON EXISTING FH
INSTALL NEW FH ASSEMBLY
INSTALL NEW 8" DR-18 C900 WATERLINE8" TEE
6" 45° BENDS 6" SLEEVE
REMOVE, DISPOSE &
ABANDON EXISTING FH
INSTALL NEW FH ASSEMBLY
ABANDON EXISTING
8" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
ABANDON EXISTING WV.
SEE DETAIL M ON SHEET D4.
INSTALL NEW 8" C900 WATERLINE
8" GATE VALVE
6" GATE VALVE
CONNECT TO EXISTING WATER SERVICE
1840 WEST
REMOVE & INSTALL 52 LF OF MONOLITHIC
CURB, GUTTER & SIDEWALK. AS REQUIRED
8" X 6" TEE
6" GATE VALVE
SP
R
IN
G
W
AT
ER
D
R
DEFLECTION IN PIPE MAY BE REQUIRED FOR
PROPOSED ALIGNMENT. MAXIMUM DEFLECTION
ALLOWED IS 1° PER STICK OF PIPE
DEFLECTION IN PIPE MAY BE REQUIRED FOR
PROPOSED ALIGNMENT. MAXIMUM DEFLECTION
ALLOWED IS 1° PER STICK OF 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
TL
N
GT
P
GT
P
M
AR
M
AR
M
AR
UT3
SP
RI
N
GW
AT
ER
D R
W U
TI
LI
TY
S
HE
ET
S W
W
AT
ER
P
RO
JE
CT
PR
O
JE
CT
N
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R:
5-
Z:
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PR
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W
TR
W
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N
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N
GW
AT
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PR
IN
GW
AT
ER
D R
BA
SE
M
AP
.D W
G
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T1
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T3
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
4" THICK ASPHALT OVER 8" UTBC
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
3" THICK ASPHALT OVER 9" UTBC
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
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
W 6in W 6in
W in
W 1i n
P
SS 8in
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD 12in
G W
G W
G W
G W
G W
FO FO FO FO
FO FO
SD 12in
P P
P P P
P
P P
P P
P
P
P
SS 8in SS 8in
G G
G G
G
G
G G
G
G
G
G
G
G
G
G
P
P P
P P
W 8in W 8in W 8in W 8in
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE (3)
CONNECT TO EXISTING
WATER SERVICE
INSTALL NEW FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH
ABANDON EXISTING
6" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
INSTALL NEW 8" DR-18
C900 WATERLINE
1780 WEST
8" X 6" REDUCER
6" GATE VALVE
8" 22.5° BEND
SP
R
IN
G
W
AT
ER
D
R
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T4
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T1
W 12in
W 12in
W 12in
W W
P
P
SS 8in SS 8in SS 8in SS 8in
SS 8in
SS 8in
SS
in
SS
in
SS
SSSSSS
SS
SS SS
G W
G W
G W
G W
G W
G
W GWGW
FO FO
FO
FO
FO
FO
FO
P P
P P P P P
P
P
P
P
P P
P
GW GW GW GW GW
W 12in W 12in W 12in W 12in
G G
G
G
G
G G G G G G G
G
G
G
G
G G
G
GG
W 12in W 12in W 12in W 12in W 12in W 12in
W 12in
W 12in
W 12in
12" 45° BEND
6" SLEEVE
12" X 8" TEE
8" GATE VALVE
8" X 6" REDUCER
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
ABANDON EXISTING
12" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
INSTALL NEW 12" DR-18 C900 WATERLINE
ARTESIAN ROAD
REMOVE & INSTALL 65 LF OF MONOLITHICCURB, GUTTER & SIDEWALK. AS REQUIRED
REMOVE & INSTALL 82 LF OF MONOLITHICCURB, GUTTER & SIDEWALK. AS REQUIRED
REMOVE & INSTALL DRIVE APPROACH
SP
R
IN
G
W
AT
ER
D
R
SO
U
TH
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T4
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T1
MAT
CHLIN
E
BO
TT
OM H
AL
F
OF
UT4
MAT
CHLIN
E
TO
P
HAL
F
OF
UT5
REMOVE & INSTALL NEW CROSS GUTTER
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
GT
P
GT
P
M
AR
M
AR
M
AR
UT4
W
A
RT
ES
IA
N R
D U
TI
LT
Y
SH
EE
T
S W
W
AT
ER
P
RO
JE
CT
PR
O
JE
CT
N
U M
BE
R:
5-
Z:
\D
S_
EN
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EN
G_
PR
O
JE
CT
S\
\2 5-
1-
W
TR
W
AT
ER
P
RO
JE
CT
\D
ES
IG
N
\D W
G\
SP
RI
N
GW
AT
ER
D
R\
-0
S
PR
IN
GW
AT
ER
D R
BA
SE
M
AP
.D W
G
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
4" THICK ASPHALT OVER 8" UTBC
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
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
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
W 12in
W 12in
W 12in
W 12in W 12in W 12in
W 12in W 12in
W 12inSS 8in
SS 8in SS 8in
SS 8in
SS
in
SS
in
SS
in
SS
SS
SS
SS
SS
SS
SD
2i n
G W
SD
8in
S
FO
FO
FO
FO
FO
FO
FO
FO
FO
G W
G W
G W
G W
SD
8i n
SD
8i n
SD
8i n
SD
8i n
S
SS
in
W 12in
W 12in
P
P P P
P
P
P P
P P
P
P P
P
P P
G
G G
G G
G G
G G
G G
G
G G
G P
P
P
P
P
P
P P P
W 12in W 12in
W 12in W 12in
W 12in W 12in
W 12in
W 12in
W 12in
12" 45° BENDS
12" 45° BENDS
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
12" SLEEVE
INSTALL NEW FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH
12" BUTTERFLY VALVE
ABANDON EXISTING
12" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
INSTALL NEW FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4
INSTALL NEW 12" DR-18 C900 WATERLINE
ARTESIAN ROAD
REMOVE & INSTALL 29 LF OF MONOLITHIC
CURB, GUTTER & SIDEWALK. AS REQUIRED
LANDSCAPING & IRRIGATION RESTORATION
12" X 6" TEE
6" GATE VALVE
12" X 6" TEE
6" GATE VALVE
DEFLECTION IN PIPE MAY BE REQUIRED FORPROPOSED ALIGNMENT. MAXIMUM DEFLECTIONALLOWED IS 1° PER STICK OF PIPE
SPRINGWATER PARK
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T4
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T5
W 6in
W 6in
W 6in
W 6in
W 6in
W in
W in
SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS
in
SS
SS
SS
SS
SS
GW
GW
GW
GW
GW
SD
5i n
G W
G W
G W
GW
GW
G
W
G W
SD
FO
FO
FO
FO
FO
P P
P
P
P
P
P
P
P
P
P
P
P
P
P
G
G
G
G
G
G
G
G
G
G
G G
G
P
W 8in
W 8in
W 8in
W 8in
W 8in
8" 45° BEND
8" 22.5° BEND
8" X 6" REDUCER
6" SLEEVE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
INSTALL NEW FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISITNG FH
INSTALL NEW 8" DR-18 C900 WATERLINE
ABANDON EXISTING
6" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
1730 WEST
REMOVE & INSTALL 24 LF OF MONOLITHIC
CURB, GUTTER & SIDEWALK. AS REQUIRED
6" GATE VALVE
8" X 6" TEE
REMOVE & REPLACE DRIVE
APPROACH. AS REQUIRED
802 SOUTH 1730 WEST
804 SOUTH 1730 WEST
1752 WEST 800 SOUTH
W 6in W 6in
W 12in
W 12in
W 12in
W 12in
W 3/4in
W 1in
W 1in
SS 8in SS 8in
SS 8in SS 8in
SS 8in
SS 8in SS 8in SS 8in
SS
SS
SS
SS
SS
SS
G W
G W
G W
GW GW GW GW
G W
G W
GW
GW
GW
G W
GW
G W
G W
FO
FO
FO
FO
FO
FO
P P
P P
P P
P
P
P
P
PP
P P
G
G G
G
G G G
G G
G G
G
W 6in W 6in
W 12in
W 12in
W 12in
W 12in
W 12in
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE (2)
CONNECT TO EXISTING
WATER SERVICE
ABANDON EXISTING
6" WATERLINE
INSTALL NEW 6" DR-18 C900 WATERLINE
1680 WEST
6" CAP WITH THRUST BLOCK
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
GT
P
GT
P
M
AR
M
AR
M
AR
UT5
AR
TE
SI
AN
R D, W
W U
TI
LI
TY
S
HE
ET
S W
W
AT
ER
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-
1-
W
TR
W
AT
ER
P
RO
JE
CT
\D
ES
IG
N
\D W
G\
SP
RI
N
GW
AT
ER
D
R\
-0
S
PR
IN
GW
AT
ER
D R
BA
SE
M
AP
.D W
G
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T2
M
AT
C H
LI
N
E
BO
TT
O
M L
EF
T
O F
U T5
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T2
M
AT
C H
LI
N
E
BO
TT
O
M R
IG
H
T O
F U
T5
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
4" THICK ASPHALT OVER 8" UTBC
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
4" THICK ASPHALT OVER 8" UTBC
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
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
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
W 6in W 6in
W 12in
W 12in
W 12in
W 12in
SS 8in SS 8in
SS 8in SS 8in
SS 8in SS 8in
SS
SS
SS
SS
SS
SS
SS
SS
SS
G W
G W
GW GW GW
G W
G W
G W
SD
5i n
SD
5i n
SD
5i n
SD
5i n
SD
5i n
GW
GW
GW
GW
GW
GW
GW
G W
G W
FO
FO
FO
FO
FO
FO
P P
P P
P
P
P
P
P
P
P P
G G
G G
G
G G
G
G
G G
G
G
G
G
W 6in W 6in
W 12in
W 12in
W 12in
W 12in
W 12in
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
ABANDON EXISTING
6" WATERLINE
INSTALL NEW 6" DR-18 C900 WATERLINE
SP
R
IN
G
W
AT
ER
D
R
IV
E
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
1640 W
6" CAP WITH THRUST BLOCK
W 6in W 6in W in
W 6in W 6in W 6in W 6in W 6in
W in
W in
W in
W 3/4in
W W
W W
W
P P
P
P
P
SS
in
SS 8in SS 8in
SS
in
SS
in
SS
in
SS
in
SS
SS SS
SS
G W
G W
G W
G W
G W
GW
GW
GW
G W
G W
GW
FO FO FO FO
FO
FO
FO
FO
P P
P P
P
P P P P
P
P P
P
P
P
P
P P P P
P
P
P
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
FO
FO
FO
W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in
W in
W in W in
8" CROSS
8" SLEEVE
8" 45° BENDS
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE (2)
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
INSTALL NEW
FH ASSEMBLY
ABANDON EXISTING
6" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
INSTALL NEW 8" DR-18 C900 WATERLINE
8" GATE VALVE (3)
Existing Abandoned Waterline
1590 WEST
SO
U
TH
REMOVE & INSTALL 75 LF
OF MONOLITHIC CURB,
GUTTER & SIDEWALK. AS
REQUIRED
GROUNDWATER ALIGNMENT
SEE SHEET GW1-GW4
6" GATE VALVE
8" X 6" TEE
REMOVE & INSTALL 97 LF
OF MONOLITHIC CURB,
GUTTER & SIDEWALK. AS
REQUIRED
REMOVE & INSTALL
EXISTING DRIVE
APPROACH. AS REQUIRED
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T2
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T6
REMOVE & INSTALL NEW CROSS GUTTER REMOVE & INSTALL NEW CROSS GUTTER
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
GT
P
GT
P
M
AR
M
AR
M
AR
UT6
W
W
U
TI
LI
TY
S
HE
ET
S W
W
AT
ER
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-
1-
W
TR
W
AT
ER
P
RO
JE
CT
\D
ES
IG
N
\D W
G\
SP
RI
N
GW
AT
ER
D
R\
-0
S
PR
IN
GW
AT
ER
D R
BA
SE
M
AP
.D W
G
MATCHLINE BOTTOM HALF OF UT6
MATCHLINE BOTTOM HALF OF UT 7
MATCHLINE TOP HALF OF UT7
MATCHLINE BOTTOM HALF OF UT6
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T6
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
4" THICK ASPHALT OVER 8" UTBC
3" THICK ASPHALT OVER 9" UTBC
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
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
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
W 6in
W 6in
W 6in
W 6in
W 6in W 6in W 6in W 6in W 6in
W
2i n
W
2i n
W
2i n
W
2i n
W
2i n
W
/4 in
W W W W W W W W
P
P
P
P
P
P
P
P
P
P
P
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
SS
4i n
SS
SSSS
SS
SS
SSSS
SS
GW GW GW GW GW GW GW GW
SD 36in
SD 36in
SD 36in
G W
G W
G W G
W
G W
G W
G W
G W
SD
SD
SD
SD
SD
FO
FO
FO
FO
FO FO FO
G G G G G G G
G
G
G
G
G G
G
W 8in
W 8in
W 8in
W 8in
W 8in
W 8in W 8in W 8in W 8in W 8in W 8in W 8in
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
INSTALL NEW FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH
ABANDON EXISTING
6" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
INSTALL NEW 8" DR-18 C900 WATERLINE
ABANDONED WATER LINE
860 SOUTH
8" 11.25° BENDS
8" X 6" REDUCER
6" GATE VALVE
W 6in W 6in
W 6in
W 6in
W 6in W 6in W 6in W 6in W 6in
W 6in
W 3/
4in
P
P
SS 8in 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
G W
G W G W
G W
GW GW GW GW GW GW GW GW GW GW GW
G W
GW
FO
FO
FO
FO
FO
FO FO
FO
FO
FO FO FO FO
SS 8in
W 6in
SS
in
G W
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
G
G W
G W
FO
FO
FO
W in
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
W 8in
8" 45° BEND
8" TEE
8" 22.5° BENDCONNECT TO EXISTING
WATER SERVICE CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
REMOVE, DISPOSE &
ABANDON EXISTING FH
ABANDON EXISTING
6" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
INSTALL NEW 8" DR-18 C900 WATERLINE
8" GATE VALVE (3)15
W
ES
T
W
W
900 SOUTH
GROUNDWATER ALIGNMENT
SEE SHEET GW1-GW5
REMOVE & INSTALL 20 LF OF
MONOLITHIC CURB, GUTTER
& SIDEWALK. AS REQUIRED
INSTALL CONCRETE FLATWORK
MATCHLINE TOP HALF OF UT8
MATCHLINE BOTTOM HALF OF UT7
MATCHLINE TOP RIGHT HALF OF UT9
MATCHLINE BOTTOM HALF OF UT7
PRESERVE AND PROTECT
EXISTING FENCE, COLUMNS
AND MAILBOX. 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
GT
P
GT
P
M
AR
M
AR
M
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UT7
S
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S
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S W
W
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PR
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F
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M
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C H
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TO
P H
AL
F
O F
U T7
M
AT
C H
LI
N
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BO
TT
O
M H
AL
F
O F
U T7
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
4" THICK ASPHALT OVER 8" UTBC
3" THICK ASPHALT OVER 9" UTBC
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
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
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
W 6in W 6in W 6in W 6in W 6in
W in
P
P P
P
P
SS
in
SS
in
SS
SS
SS SS
SS
SS
SS G
W
G W
GW
G W
G W
FO FO FO
FO
FO
FO
FO FO
FO
FO FO FO FO
SD
6i n
SD
6i n
SD
6i n
SD
SS 8in SS 8in
SS 8i n
SS
in
SS
in
SS
in
SS 8in SS 8in SS 8in SS 8in
SS
6i n
SS
6i n
SS
6i n
SS
6i n
SS
SS
SS
SS
SS
P
W 6in W 6in W 6in W 6in W 6in
W in
W 12in
P P
P P
P
P
P P
P P
P
P P
P P
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
GW GW GW GW GW GW GW GW
W 6in W 6in W 6in
G G G G G G G G G G G G G G
G
G G
G G
G
G G
W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in
W in
W in
SO
U
TH
1555 WCONNECT TO EXISTING
WATER SERVICE CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
8" 45° BENDS
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
INSTALL NEW FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH
8" TEE
8" SLEEVE
INSTALL NEW 8" DR-18 C900 WATERLINE
ABANDON EXISTING
6" WATERLINE
ABANDON EXISTING WV. SEEDETAIL M ON SHEET D4.
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
INSTALL NEW 8" DR-18 C900 WATERLINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
8" GATE VALVE
GROUNDWATER ALIGNMENTSEE SHEET GW1-GW5
6" GATE VALVE
8" X 6" TEE
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T8
M
AT
C H
LI
N
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BO
TT
O
M H
AL
F
O F
U T7
W in
W 6in
W 6in
W 6in
W in W in
P
P
SS 8in
SS 8in
SS
in
SS
in
SS
in
SS 8in
SS 8in
SS 8in
SS 8in
SS
SS
SS
G W
G W
GW
GW
GW
GW
GW
GW
GW
GW
G W
G W
G W
G W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
SD 15in
SD 15in
SD 36in
G W
GW
G
W
G W
G W
GW
GW
GW
GW GW GW GW GW
GW
GW
GW
G W
G W
GW
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
P
P
W in
W 6in
W 6in
W 6in
W
W
W
W
W 1in
W 1in
W in
P
P
P
P
P
P P P P
P
P P P P
P P
P
P
P
P
P
P
P
P
P
P
P
P
P
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
P
P
P
W in
W in
W 8in W 8in W 8in
W 8in
W 8in
W 8in
W 8in
W 8in
W 8in
W 8in
W 8in
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
8" 45° BEND
8" TEE
8" 11.25° BEND
8" SLEEVE
INSTALL NEW 8" DR-18 C900 WATERLINE
8" 22.5° BEND
8" 45° BEND
8" 11.25° BEND
ABANDON EXISTING
6" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
INSTALL NEW FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE (2)
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
8" GATE VALVE
GROUNDWATER ALIGNMENT
SEE SHEET GW1-GW5
980 SOUTH
W
ES
T
REMOVE & INSTALL 60 LF OF
MONOLITHIC CURB, GUTTER
& SIDEWALK. AS REQUIRED
REMOVE & INSTALL 40 LF OF
MONOLITHIC CURB, GUTTER
& SIDEWALK. AS REQUIRED
REMOVE & REPLACE
EXISTING DRIVE APPROACH.
AS REQUIRED
8" X 6" TEE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
6" GATE VALVE
8" 90° BEND
REMOVE & INSTALL
NEW CROSS GUTTER
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
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LO
PM
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SC
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BY
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DA
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CH
EC
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D
DR
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N
DE
SI
GN
TL
N
GT
P
GT
P
M
AR
M
AR
M
AR
UT8
W
S U
TI
LI
TY
S
HE
ET
S W
W
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ER
P
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JE
CT
PR
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CT
N
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GW
AT
ER
D R
BA
SE
M
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.D W
G
MATCHLINE BOTTOM HALF OF UT8
MATCHLINE TOP HALF OF UT8
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T8
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T8
MATCHLINE TOP LEFT HALF OF UT9
MATCHLINE BOTTOM HALF OF UT8
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
3" THICK ASPHALT OVER 9" UTBC
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
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GI
N
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DA
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D
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PR
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CO
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M
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D
DA
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CO
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DE
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PM
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M
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DA
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CO
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DE
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PM
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CI
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AP
PR
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CO
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M
EN
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DA
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CO
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PM
EN
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DI
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CI
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R
DA
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AP
PR
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D
AP
PR
O
VA
L
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CO
M
M
EN
DE
D
W 6in
W 6in
W 6in
W in
SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS
SS
SS
SS
SS
SS
SS
SS
G W
GW
GW
GW
GW
G W
G W
G W
G W
GW
GW
GW
GW
GW
GW
GW
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
GW
G W
G W
SS 8in
SS 8in
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
P
W 6in
W 6in
W 6in
W in
P
P
P
P P
P
P
P
P
G
G
G
G
G
G
G
G
G
G G
G G
G
G
G
P
P
P
P
P
P
P
W 8in
W 8in
W 8in
W 8in
W 8in
W 8in
W 8in
W 8in
W 8in
ABAN
D
O N
EXISTIN
G
W
V. SEE
D
ETAIL M
O N
SH
EET D
4.
8" 45° BEND
8" X 6" REDUCER
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE (3)
REMOVE, DISPOSE &
ABANDON EXISTING FH
INSTALL NEW FH ASSEMBLY
ABANDON EXISTING
6" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
INSTALL NEW 8"
DR-18 C900
WATERLINE
GROUNDWATER ALIGNMENT
SEE SHEET GW1-GW5
1590 WEST
6" GATE VALVE
W 6in W 6in W 6in W 6in W 6in
W 6in
W 6in
W 6in
W in
W in
W in
W
W
W
W
W
W 1in
SS 8in
SS
in
SS
in
SS
in
SS 8in SS 8in SS 8in SS 8in SS 8in
SS 8in
SS 8in
SS
SS SS
SS SS
SS
SSSS
SS
SS
GW
G W
G W
G W
G WSD 12in
SD 12in
GW
GW
GW
G W
G W
G W
G W
GW
G W
G W
GW GW GW GW GW GW
FO FO FO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO
FO FO FO
FO
FO
FO
SD 12in
SD 12in
GW
GW
GW
SS 8in
SS 8in
P
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
W 8in W 8in W 8in W 8in W 8in
W 8in
W 8in
W 8in
W 8in
8" 22.5° BENDS
8" 90° BEND
8" SLEEVE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
INSTALL NEW FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATERSERVICE TO NEW MAIN LINE (3)
ABANDON EXISTING
6" WATERLINE
ABANDON EXISTING WV. SEEDETAIL M ON SHEET D4.
INSTALL NEW 8" DR-18 C900
WATERLINE 1675 WEST
SO
U
TH
8" X 6" REDUCER
6" GATE VALVE
GROUNDWATER ALIGNMENT
SEE SHEETS GW1-GW5
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
W 6in
SS 8in
SS 8in
SS
S
P
W
/4 in
W 3/4in
GW
GW
G
G G
G
G
G
GW
GW
FO
W 8in
W 8in
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
INSTALL NEW FH ASSEMBLY
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
8" 11.25° BEND
ABANDON EXISTING
6" WATERLINE
INSTALL NEW 8" DR-18 C900 WATERLINE
GROUNDWATER ALIGNMENTSEE SHEET GW1-GW5
1520 W
8" X 6" REDUCER
6" GATE VALVE
M
AT
C H
LI
N
E
TO
P R
IG
H
T H
AL
F
O F
U T9
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T7
CI
TY
O F
O
RE
M
O
RE
M , U
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N
O
RT
H
ST
AT
E
ST
EN
GI
N
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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
GT
P
GT
P
M
AR
M
AR
M
AR
UT9
W , 1
W
W
U
TI
LI
TY
S
HE
ET
S W
W
AT
ER
P
RO
JE
CT
PR
O
JE
CT
N
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R:
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Z:
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S_
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PR
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W
TR
W
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P
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JE
CT
\D
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SP
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N
GW
AT
ER
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PR
IN
GW
AT
ER
D R
BA
SE
M
AP
.D W
G
M
AT
C H
LI
N
E
TO
P
LE
FT
H
AL
F
O F
U T9
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T8
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 4020
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
3" THICK ASPHALT OVER 9" UTBC
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 40
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
3" THICK ASPHALT OVER 9" UTBC
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
200 40
SCALE: 1" = 40' (11"x 17" SHEET SIZE) in W in
W 8in
W 8in
W 8in
W 8in W 8in W 8in W 8in W 8in W 8in W 8in
W in
SD
0i n
SD
0i n
SD
0i n
SD
SD
SD
SD
SD
SS 8in SS 8in SS 8in
SS 8in
SS
in
SS
in
SS
in
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
SS
4i n
SS
4i n
SS
4i n
SS
4i n
SS
SS
SS
SS
SSSS
SS
SS
SS SS
P P
P P
P P
P P
P
P P
FO FO FO FO FO FO FO
FO
FO FO
FO
FO
FO FO
FO
FO FO FO FO
P P
P
P P
P P
PP
G G
G G
G G
G
G G
G
G G G G
G G G G G G G G
G
FO
FO FO FO FO FO FO FO FO FO FO
FO
P P P P
P P P P P
FO FO FO FO FO FO FO FO FO FO FO FO
P P
W 8in
W 8in
W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in
G
EN
EV
A
R O
AD
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T1
M
AT
C
H
LI
N E
TO
P
H
AL
F O
F U
T1
MATCHLINE TOP HALF OF UT11
MATCHLINE TOP HALF OF UT10
W
ES
T
8" SLEEVE
8" 45° BENDS
8" CROSS
INSTALL NE FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
8" GATE VALVE (3)
ABANDON EXISTING
8" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
INSTALL NEW 8" DR-18 C900 WATERLINE
8" SLEEVE
575 SOUTH
8" X 6" TEE
6" GATE VALVE REMOVE & INSTALL NEW
CROSS GUTTER
REMOVE & INSTALL NEW
CROSS GUTTER
W 8in W 8in W 8in W 8in W 8in W 8in
W 8in
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
SS
SS
SS
SSSS
SS
SS
SS
FO
FO
FO FO FO
FO
FO
FO
P P P P P P P P
P
P
P
PG G G G G G G G
G
G
G
FO FO FO FO FO FO FO FO
FO
FO
SS
in
FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in
W 8in
W 8in
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T1
M
AT
C
H
LI
N E
TO
P
H
AL
F O
F U
T1
MATCHLINE TOP HALF OF UT12
MATCHLINE BOTTOM HALF OF UT10
575 SOUTH
1470 W
EST
8" 11.25° BEND
8" 45° BEND
REMOVE, DISPOSE &
ABANDON EXISTING FH
INSTALL NEW FH ASSEMBLY
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN
EXTEND EXISTING WATER
SERVICE TO NEW MAIN
EXTEND EXISTING WATER
SERVICE TO NEW MAINABANDON EXISTING
8" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
INSTALL NEW 8" DR-18 C900 WATERLINE
8.00'
6" GATE VALVE
8" X 6" TEE
GAS MAY BE IN CONFLICT.
POTHOLE & COORDINATE GAS
LOOP WITH ENBRIDGE GAS.
DA
TE
CO
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CI
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SC
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PT
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N
BY
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V
DA
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CH
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D
DR
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N
DE
SI
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SCALE: 1" = 40' (11"x 17" SHEET SIZE)
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
TL
N
GT
P
GT
P
M
AR
M
AR
M
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UT10
S U
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LI
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S
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S W
W
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LEGEND
4" THICK ASPHALT OVER 8" UTBC
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
CO
M
M U
N
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DE
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LO
PM
EN
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D
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PR
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CO
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M
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D
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CO
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DE
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LO
PM
EN
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DI
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CI
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GI
N
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DA
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AP
PR
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D
AP
PR
O
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L
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CO
M
M
EN
DE
D
DA
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CO
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DE
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LO
PM
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DI
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CI
TY
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DA
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AP
PR
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PR
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CO
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CO
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PM
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CI
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DA
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AP
PR
O
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D
AP
PR
O
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L
RE
CO
M
M
EN
DE
D
W 8in W 8in W 8in W 8in
W in W in
W 8in W 8in W 8in W 8in
SS
in
SS
in
SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
SS
in
SS
in
SS
in
SS
SS
SS
SS
SS
FO
FO
FO
FO
FO FO
FO FO
FO FO FO
FO FOFO
FO
FO
FO
G G
G G
G
GGGGGGG
GGG
G G
G
FO
FO
FO
FO
FO
FO FO FO FO FO
FO
FOFOFO
P P P P
P
P
FO
FO
FO
FO
PPPP
P P
W in W in
W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in W 8in
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T1
M
AT
C
H
LI
N E
TO
P
H
AL
F O
F U
T1
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T1
M
AT
C
H
LI
N E
TO
P
H
AL
F O
F U
T1
8" TEE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
CONNECT TO EXISTING
WATER SERVICE
8" GATE VALVE
ABANDON EXISTING
8" WATERLINE
INSTALL NEW 8" DR-18 C900 WATERLINE
1540 WEST
SO
U
TH
REMOVE & INSTALL
NEW CROSS GUTTER
W 8in W 8in W 8in W 8in
W in
SS 8in SS 8in SS 8in SS 8in
SS
SS
SS
SS
SS
SS
SS
SS
FO
FO
FO
G G G G
G
G
G
G
G G
FO FO FO FO
FO FO
P P P P
P P
FO
FO
FO FO FO
FO
FO
FO
FO
P P P P
P
P
P
PW 8in W 8in W 8in W 8in
610 SOUTH INSTALL NE FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
8" 11.25° BEND
ABANDON EXISTING
8" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
INSTALL NEW 8" DR-18 C900 WATERLINE
8" X 6" REDUCER
6" GATE VALVE
8.00'
CI
TY
O F
O
RE
M
O
RE
M , U
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N
O
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ST
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EN
GI
N
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PM
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SC
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PT
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D
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SI
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TL
N
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P
GT
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M
AR
M
AR
M
AR
UT11
W
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TI
LI
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S
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W
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M
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M H
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F
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M
AT
C
H
LI
N E
TO
P
H
AL
F O
F U
T1
MATCHLINE BOTTOM HALF OF UT11
MATCHLINE TOP HALF OF UT11
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
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CI
TY
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GI
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CO
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PR
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D
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PR
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L
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CO
M
M
EN
DE
D
DA
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CO
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Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
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GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
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CO
M
M
EN
DE
D
DA
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CO
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DE
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LO
PM
EN
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DI
RE
CT
O R
CI
TY
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GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
W 8in
W 8in
W 8in
W 8in
W 8in W 8in W 8in
SS 8in SS 8in SS 8in SS 8in
SS 8in
SS 8in
SS 8in
SS 8in
SS
SS
SS
SS
SS
SS FO
FO
FO
FO
FO FO
FO
FO
P
P
P
P
P
P
P P
P P P
G
G
G
G
G
G
G G G G
G
G
FO
FO
FO
FO
FO
FO
SS 8in
FO
FO
FO
FO
FO
FO
FO
FO FO FO FO
FO
FO
W 8in
W 8in
W 8in
W 8in
W 8in
W 8in
W 8in W 8in W 8in W 8in
1470 WEST
M
AT
C H
LI
N
E
TO
P H
AL
F
O F
U T1
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T1
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T1
M
AT
C
H
LI
N E
TO
P
H
AL
F O
F U
T1
8" 11.25° BEND
8" 22.5° BEND
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
INSTALL NEW FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH ABANDON EXISTING
8" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
CONNECT TO EXISTING
WATER SERVICE
INSTALL NEW 8" DR-18 C900 WATERLINE
REMOVE & INSTALL 15 LF OF MONOLITHIC
CURB, GUTTER & SIDEWALK
8.
6" GATE VALVE
8" X 6" TEE
598 SOUTH 1470 WEST
614 SOUTH 1470 WEST
626 SOUTH 1470 WEST
W 8in
W 8in W 6in W 6in
SD
2i n
SD
5i n
SD
5i n
SD
5i n
SD
5i n
SS
in
SS
in
SS 8in SS 8in
SS 8in SS 8in
SS 8in SS 8in
SS
in
SS
in
SS 24in
SS 24in
SS
SS SS
SS SS
SS
SS
SS
FO
FO
FO
FO
P
P
P P
P
G
G
G
G
G
G
G
G G
G
G
G
G
G
G G
G
FO
FO
FO
FO
W in W in
G
G
G
G
G G
W 8in W 8in W 8in
W in
8" 45° BENDS
8" GATE VALVE
8" 90° BEND
8" X 6"TEE
8" SLEEVE
EXTEND WATER SERVICE
TO NEW MAIN LINE (2)
REMOVE, DISPOSE &
ABANDON EXISTING FH
INSTALL NEW FH ASSEMBLY
ABANDON EXISTING
8" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
INSTALL NEW 8" DR-18 C900 WATERLINE
EXTEND WATER SERVICE
TO NEW MAIN LINE (3)
1580 WEST
SO
U
TH
6" 45° BEND
6" GATE VALVE
8.
620 SOUTH 1580 WEST
612 SOUTH 1580 WEST596 SOUTH 1580 WEST
636 SOUTH 1580 WEST
591 SOUTH 1580 WEST
607 SOUTH 1580 WEST 621 SOUTH 1580 WEST
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
GT
P
GT
P
M
AR
M
AR
M
AR
UT12
W
W
U
TI
LI
TY
S
HE
ET
S W
W
AT
ER
P
RO
JE
CT
PR
O
JE
CT
N
U M
BE
R:
5-
Z:
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S_
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CT
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1-
W
TR
W
AT
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P
RO
JE
CT
\D
ES
IG
N
\D W
G\
S
W \2
5-
S
W B
AS
EM
AP
.D
W G
MATCHLINE BOTTOM HALF OF UT12
MATCHLINE TOP HALF OF UT13
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
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
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
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
W 8in
W 8in W 8in W 8in W 8in W 8in W 8in W 8in
SS 8in
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
P
FO
FO
FO
FO
FO
FO FO FO FO FO
FO
FO
FO
FO
FO FO
FO
P
P
P
G G G
G G
G
G
G G G G G G G G
G G
G G
G
G
G G
FO FO FO
FO
FO
FO
FO
FO
FO
FO FO FO FO
FO FO FO FO FO FO
W 6in W 6in W 6in
W 8in
P P
P
P P P
P
FO
P P P P
P P
P
P
P P
P P P P
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 W 8in W 8in W 8in
650 SOUTH
W
W
ES
T
MATCHLINE TOP HALF OF UT13
MATCHLINE TOP HALF OF UT14
MATCHLINE TOP HALF OF UT13
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T1
M
AT
C
H
LI
N E
TO
P
H
AL
F O
F U
T1
MATCHLINE TOP HALF OF UT11
8" 45° BEND
8" TEE
8" TEE
INSTALL NEW FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
INSTALL NEW FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH
8" 45° BEND
ABANDON EXISTING
8" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
ABANDON EXISTING WV (2). SEE
DETAIL M ON SHEET D4.
INSTALL NEW 8" DR-18 C900 WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
CONNECT TO EXISTING
WATER SERVICE
8" GATE VALVE (2)
8" GATE VALVE (2)
REMOVE AND REPLACE
CROSS GUTTER
8" X 6" TEE
6" GATE VALVE
6" GATE VALVE
8" X 6" TEE
REMOVE & INSTALL
NEW CROSS GUTTER
MODIFIED
ADA RAMP
EN
D
ISTALLATIO
N
O F D
EEP
8" D
R -18 C
900 W
ATER
LIN
E.
W 8in W 8in
W 8in
W 8in
W 8in W 8in W inW in
SS 8in SS 8in
SS 8in SS 8in SS 8in SS 8in SS 8in SS
SS
SS
SS
SS
SS
SS
FO FO FO FO FO FO
FO
FO
FO
P P
P P
P P
G G
G
G G G G G G G
G
G
G
G
FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
P P P P P P P
P
P
W 8in W 8in W 8in W 8in W 8in W 8in
W 8in
W 8in
650 SOUTH
INSTALL NEW 8"
DR-18 C900 WATERLINE
W
ES
T
M
AT
C H
LI
N
E
BO
TT
O
M H
AL
F
O F
U T1
M
AT
C
H
LI
N E
TO
P
H
AL
F O
F U
T1
MATCHLINE BOTTOM HALF OF UT13
MATCHLINE TOP HALF OF UT12
8" TEE 8" GATE VALVE
8" 11.25° BEND
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
ABANDON EXISTING
8" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
6" GATE VALVE
INSTALL NEW FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH
8" X 6" REDUCER
REMOVE & INSTALL
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SCALE: 1" = 40' (11"x 17" SHEET SIZE)
LEGEND
SCALE: 1" = 40' (11"x 17" SHEET SIZE)
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8" 45° BEND
8" 45° BENDS
8" TEE
8" GATE VALVE
8" SLEEVE
8" 45° BENDCONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO EXISTING
WATER SERVICE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
INSTALL NEW FH ASSEMBLY
REMOVE, DISPOSE &
ABANDON EXISTING FH
ABANDON EXISTING
8" WATERLINE
ABANDON EXISTING
8" WATERLINE
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
INSTALL NEW 8" DR-18 C900 WATERLINE
INSTALL DEEP NEW 8"
DR-18 C900 WATERLINE
(68" COVER)
BELL JOINT CLAMP REQUIRED
WITHIN 10' WHEN CROSSING UNDER
SEWER LATERAL OR MAIN (TYP.)
8.
6" GATE VALVE
8" X 6" TEE
REMOVE & INSTALL NEW CROSS GUTTER
END ISTALLATION OF DEEP
8" DR-18 C900 WATERLINE.
START INSTALLATION OF DEEP 8"
DR-18 C900 WATERLINE TO THE NORTH
W 6in
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730 SOUTH 14
W
ES
T
MATCHLINE BOTTOM HALF OF UT16
MATCHLINE BOTTOM HALF OF UT14
MATCHLINE TOP HALF OF UT15
MATCHLINE BOTTOM HALF OF UT 148" 11.25° BEND
ABANDON EXISTING WV. SEE
DETAIL M ON SHEET D4.
8" 22.5° BEND
8" TEE
8" 11.25° BEND
8" GATE VALVE (2)
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
EXTEND EXISTING WATER
SERVICE TO NEW MAIN LINE
CONNECT TO EXISTING
WATER SERVICE
CONNECT TO…
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