2-Volume 3 Drawings.pdf
PDF 12 MB Posted
- Attached to
- Provo Airport Lighting Replacement Project
- Solicitation number
- PR2026001027
- Issued by
- Utah County, Utah
About this file
This is a comprehensive design drawing set for Provo City Public Works Department detailing an approximately 7,600-foot 18-inch forcemain wastewater pipeline project designated as BID NO. PROVOEN202319466, prepared by Water Works Engineers, LLC in June 2022 as a 100% submittal. The project encompasses the Southwest Force Main connecting the Southwest Lift Station and extending through multiple sections of Provo, Utah, with construction scope beginning approximately at station 31+50 and continuing to the project terminus. The design includes 11 plan and profile sheets showing detailed pipe alignment, elevation profiles, utility crossings, and horizontal and vertical control data with stations ranging from 0+00 to 94+54. Key project features include two air release assemblies with sump depths ranging from 8.50 to 9.69 feet, a 120-inch diameter manhole connection at station 94+37.41 with rim elevation 4498.68, and a pig receiver vault structure with bar screen access for future pigging operations. Additional sheets address demolition and decommissioning work at Duncan Lift Station and West Side Lift Station, including removal of existing equipment, plugging of legacy infrastructure, and pump-around coordination requirements during construction.
The 18-inch HDPE DR 17 (DIPS) forcemain is designed with minimum 3-foot cover in most areas and incorporates variable slopes ranging from -25.45% to 8.207% to accommodate the complex terrain and existing utilities throughout the alignment. Multiple utility coordination requirements are specified including notification to Provo Public Works, CenturyLink, Provo Power, Dominion Energy, Veracity Networks, and Google Fiber. Trench bedding, compaction, backfill, and surface restoration must comply with Provo City Standard P-255, with specialized details for areas requiring foam board at pipe crossings, controlled low-strength material (CLSM) backfill in sections with less than three feet of cover, and stainless steel clamps for certain connections. The project documentation indicates coordination with existing infrastructure including storm drains, sanitary sewers, water mains, and electrical conduits, with contractor requirements to field-verify conditions and consult with the engineer and city when discrepancies are discovered.
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NTS
LOCATION MAP
MAYOR
MICHELLE KAUFUSI
CITY COUNCIL
CITY STAFF
DESIGN TEAM
PROVO CITY
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SHANNON ELLSWORTH
BILL FILLMORE
GEORGE HANDLEY
RACHEL WHIPPLE
TRAVIS HOBAN
KATRICE MACKAY
DAVID SHIPLEY
DAVID DECKER, PE - PUBLIC WORKS DIRECTOR
GARY CALDER, PE - WATER RESOURCES DIRECTOR
DAVID TORGERSEN, PE - WATER RECLAMATION MANAGER
LANE PEIRCE, PE - PRINCIPAL ENGINEER
JOHN MATTA PE, PRINCIPAL - WATER WORKS ENGINEERS
WAYNE FAUSETT, PROJECT MANAGER - WATER WORKS ENGINEERS
PROVO CITY
SOUTHWEST FORCE MAIN
VOLUME 3
100% SUBMITTAL
BID NO. PROVOEN202319466
JUNE 2022
SOUTHWEST LIFT
STATION SITE
SOUTHWEST
FORCE MAIN
PROJECT SITE
DUNCAN LIFT
STATION
WEST SIDE LIFT
STATION
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REUSE OF DOCUMENTS:THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D-G-001.DWG July 14, 2022 11:39 AM
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REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
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(CONSTRUCTION BY OTHERS)
(CONSTRUCTION BY OTHERS)
(SCOPE OF WORK: APPROXIMATELY STA 31+ 50 ONWARDS)
(CONSTRUCTION BY OTHERS)
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REUSE OF DOCUMENTS:THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D-G-003.DWG July 8, 2022 11:36 AM
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ABBREVIATIONS
G-4
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AB
BR
EV
IA
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REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D-G-004.DWG July 8, 2022 11:37 AM
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9 10
4 3
BASIS OF BEARING
N00°27'31"W 5304.90'
FOUND SECTION CORNER MONUMENT
LEGEND
CONTROL POINT - NAIL
SURVEY CONTROL
POINT NORTHING EASTING ELEVATION DESCRIPTION
SC 12 7252491.57 1581288.18 4489.73 E 14 COR. SEC. 9 - FOUND
SC 13 7257796.30 1581245.70 4493.99 E 14 COR. SEC. 4 - FOUND
CP 02 7257128.19 1576232.02 4500.85 CONTROL POINT - NAIL
CP 100 7249764.77 1584038.44 4499.50 CONTROL POINT - NAIL
CP 101 7250064.45 1586170.55 4496.45 CONTROL POINT - NAIL
CP 103 7248357.78 1588395.79 4498.48 CONTROL POINT - NAIL
CP 104 7247717.57 1590210.69 4496.83 CONTROL POINT - NAIL
CP 105 7247441.40 1591436.95 4499.36 CONTROL POINT - NAIL
CP 106 7248460.58 1591369.66 4498.21 CONTROL POINT - NAIL
CP 200 7250230.75 1584636.68 4496.67 REBAR WITH CAP
CP 202 7249659.25 1584627.16 4499.79 REBAR WITH CAP
CP 203 7249252.50 1584037.32 4499.82 REBAR WITH CAP
CP 204 7249775.38 1584039.33 4499.91 REBAR WITH CAP
SC 12
SC 13
CP 02
CP 100
CP 101
CP 103
CP 104
CP 105
CP 106
Center Street
600 South
280 South
W es t
W es t
W es t
Lake View Pkwy
I-15
B M
B M
B M
B M
CP 204
CP 200
CP 202
CP 203
S E
C S
E C
S E
C S
E C
NORTH
600 1200600
SCALE 1"=600'
0 FEET G-5
G
EN
ER
AL
H O
R
IZ
O N
TA
L
VE
R
TI
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AL
C
O N
TR
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F
5 26
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A
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REUSE OF DOCUMENTS:THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D-G-005.DWG July 8, 2022 11:38 AM
20-068
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ORIGINAL GROUND ELEVATION
CONTOUR LINE
DRAINAGEWAY OR DITCH
N 1000.00 E 1000.00
OG: 158.5
PROPERTY LINE
4:1
OR
CONCRETE CURB
CULVERT
RETAINING WALL
WALL
ARCHITECTURAL FENCE
STAGING OR WORK AREA LIMITS
4:1
CUT SLOPE (HORIZ:VERT)
BRUSH/TREE LINE
TREE
OR OR DEMOLITION
GUARD RAIL/BARRICADE
CHAIN LINK FENCE
AUTOMATIC AIR RELEASE VALVE
MANUAL AIR RELEASE VALVE
EMBANKMENT - FILL SLOPE
(HORIZ:VERT)
RIGHT OF WAY, EASEMENT
OR SETBACK
STRUCTURE, BUILDING
OR FACILITY
CHAIN LINK FENCE WITH 3 STRAND
BARBED WIRE TOPPING
CENTER LINE, BUILDING, ROAD
DIRECTION OF FLOW
SLIDING GATE
BARBED WIRE
SINGLE SWING GATE
DOUBLE SWING GATE
OG: 158.5 BEDROCK
GRATING
SAND
NATURAL SOIL
COMPACTED SOIL
GROUT
CONTROLLED LOW
STRENGTH MATERIAL
(CLSM)
AGGREGATE BASE
CONCRETE
ROCKS OR RIPRAP
PAVEMENT
SURVEY CONTROL POINT OR
POINT OF INTERSECTION
WM
EM
CABLE TELEVISION
ELECTRIC TRANSFORMER
ELECTRIC METER
RIGHT-OF-WAY
TELEPHONE BOX
GRAY PVC CONDUIT PIPES
ASPHALT PAVEMENT
IRRIGATION BOX
FIRE HYDRANT
WATER VALVE
WATER MANHOLE
WATER METER
AIR RELEASE VALVE
SEWER MANHOLE
SEWER CLEANOUT
STORM DRAIN MANHOLE
TRAFFIC WALK SWITCH
CATCH BASIN
GAS VALVE
IRRIGATION VALVE
UTILITY POLE
GUARD POST
BOLLARD
GUY WIRE
TRAFFIC SIGNAL BOX
TRAFFIC CONTROL BOX
ELECTRIC RISER
ELECTRIC PULLBOX
ELECTRIC SWITCHBOX
TRAFFIC SIGNAL WITH ARM
TRAFFIC SIGNAL WITH NO ARM
SOLAR PANEL
LIGHT POLE WITH NO ARM
STREET SIGN
S
P
R
CT
R/W
WELL
LIGHT POLE WITH ARM
ATTACHED TO UTILITY POLE
REBAR
1. EXISTING PIPING, EQUIPMENT, AND TOPOGRAPHY ARE SHOWN
SCREENED AND/OR LIGHT-LINED. NEW PIPING, EQUIPMENT,
STRUCTURE, AND FINISHED GRADE ARE SHOWN HEAVY-LINED.
2. THIS IS A STANDARD LEGEND SHEET. SOME SYMBOLS MAY
APPEAR ON THIS SHEET AND NOT BE USED ON THE PLANS.
NOTES:CIVIL LEGEND CIVIL LEGEND (CONTINUED) MAPPING LEGEND
GB GRADE BREAK
WATER SURFACE
ABANDON IN PLACE
FIRE HYDRANT
STRUCTURE, BUILDING OR
FACILITY LOCATION POINT
COORDINATES
FLOW
X X
FINISH GRADE ELEVATIONFG: 158.5 FG: 158.5
EDGE OF PAVEMENT
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REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D-C-001.DWG July 8, 2022 11:42 AM
20-068
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REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D-C-001.DWG July 8, 2022 11:42 AM
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LE
G
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M
AT
C H
L
IN
E
- 1
8+
M
AT
C H
L
IN
E
- 2
7+
M
AT
CH
L
IN
E
- 3 6+
MATCH LINE - 4
5+00
MATCH LINE - 5
4+00
M
AT
C H
L
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- 6
3+
M
AT
C H
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- 7
2+
M
AT
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- 8
1+
MATCH LINE - 90+00
94+54
5+
10+00 15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
55+00
60+00
65+00
70+00
75+00
80+00
+0
+0
M
AT
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L
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- 1
1+
L1
C
L2
C2
L3
C3
L4
L5
C4
L6
C5
L7
C6
L8
C7
L9
L10 L11
L1
C8 C9
L13
L14 L15
L16
L17
L18
L19
C10
C11
FORCEMAIN ALIGNMENT LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
LENGTH
56.55
21.56
53.66
19.08
41.92
1399.71
868.96
2149.42
5.91
18.48
45.13
681.51
35.13
70.47
19.31
9.08
15.26
12.43
16.35
DIRECTION
N0° 00' 01.80"W
N21° 04' 54.78"E
N11° 03' 15.80"E
N16° 03' 15.69"E
N61° 03' 15.80"E
S76° 06' 59.50"E
S35° 48' 00.00"E
S76° 40' 00.00"E
N89° 59' 43.20"E
N67° 29' 43.20"E
N23° 23' 09.06"E
N0° 00' 00.00"E
N0° 00' 00.00"E
N44° 59' 36.63"E
N89° 59' 51.27"E
S84° 30' 35.72"E
N90° 00' 00.00"E
N30° 00' 00.00"E
N89° 50' 30.21"E
START (N,E)
7249927.80, 1584574.60
7250110.24, 1584598.03
7250189.15, 1584622.71
7250271.49, 1584640.16
7250289.83, 1584645.43
7250332.16, 1585340.75
7249224.66, 1587841.77
7248053.47, 1589047.67
7247551.04, 1591196.83
7247551.04, 1591202.74
7247558.11, 1591219.81
7247599.53, 1591237.73
7248349.51, 1591234.37
7248384.64, 1591234.37
7248434.48, 1591284.20
7248433.33, 1591327.43
7248431.32, 1591360.39
7248431.32, 1591375.65
7248442.08, 1591381.87
END (N,E)
7249984.34, 1584574.60
7250130.36, 1584605.78
7250241.81, 1584633.00
7250289.83, 1584645.43
7250310.12, 1584682.12
7249996.30, 1586699.56
7248519.87, 1588350.08
7247557.77, 1591139.15
7247551.04, 1591202.74
7247558.11, 1591219.81
7247599.53, 1591237.73
7248281.05, 1591237.73
7248384.64, 1591234.37
7248434.48, 1591284.20
7248434.48, 1591303.51
7248432.46, 1591336.47
7248431.32, 1591375.65
7248442.08, 1591381.87
7248442.13, 1591398.21
FORCEMAIN ALIGNMENT CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
RADIUS
350.00
350.00
350.00
1210.14
1999.97
1201.81
250.00
350.00
350.00
250.00
250.00
LENGTH
128.78
61.25
30.54
667.42
1407.29
857.20
58.20
34.29
34.29
23.97
23.95
CHORD DIRECTION
N10° 32' 26.49"E
N16° 04' 05.29"E
N13° 33' 15.75"E
N88° 05' 00.36"E
S55° 57' 29.75"E
S56° 14' 00.00"E
S83° 20' 08.40"E
N2° 48' 22.65"W
N2° 48' 22.65"W
S87° 15' 22.23"E
S87° 15' 17.86"E
START (N,E)
7249984.34, 1584574.60
7250130.36, 1584605.78
7250241.81, 1584633.00
7250310.12, 1584682.12
7249996.30, 1586699.56
7248519.87, 1588350.08
7247557.77, 1591139.15
7248281.05, 1591237.73
7248315.28, 1591236.05
7248434.48, 1591303.51
7248432.46, 1591336.47
END (N,E)
7250110.24, 1584598.03
7250189.15, 1584622.71
7250271.49, 1584640.16
7250332.16, 1585340.75
7249224.66, 1587841.77
7248053.47, 1589047.67
7247551.04, 1591196.83
7248315.28, 1591236.05
7248349.51, 1591234.37
7248433.33, 1591327.43
7248431.32, 1591360.39
START (STA)
6+43.20
7+93.55
9+08.46
10+00.00
30+67.13
53+43.37
83+50.00
91+59.24
91+93.52
93+52.72
93+85.76
END (STA)
7+71.98
8+54.80
9+39.00
16+67.42
44+74.42
62+00.58
84+08.20
91+93.52
92+27.81
93+76.69
94+09.72
D
ES
IG
N
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
VE
R
IF
Y
SC
AL
E
BA
R
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IN
G
. 1"
0 IF
N O
T O
N E
IN
C
H O
N
TH
IS
S
H
EE
T, A
D
JU
ST
SC
AL
ES
A C
C O
R D
IN
G
LY
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D-C-101.DWG July 8, 2022 11:44 AM
20-068
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JUNE 2022
OF
JH
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Dr i nk ing Water Waste Water
Re cy c le d W a t er
NOTES:
1. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES AND
AGENCIES INCLUDING:
WATER - PROVO PUBLIC WORKS (801-852-6700)
STORM AND SEWER - PROVO PUBLIC WORKS (801-852-6700)
TELEPHONE - CENTURYLINK (800-345-2712)
ELECTRIC - PROVO POWER (801-852-6000)
GAS - DOMINION ENERGY (801-324-5111)
FIBER - VERACITY NETWORKS (801-691-5800)
FIBER - GOOGLE FIBER (866-777-7550)
C-2
C
IV
IL
JS
C
PM
W
FW
F
7 26
KE
Y
PL
AN
300 600300
SCALE 1"=300'
0 FEET
CONSTRUCTION BY OTHERS SCOPE OF WORK: APPROXIMATELY STA 31+50 ONWARDS
5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
8+00 8+50 9+00 9+50
ST
A:
+1
3.
8±
EX
ST
S
D
IN
V
EL
: 4
3.
2±
3' M
IN
C
O
VE
R
ST
A:
+1
1.
SE
E
YA
R D
PI
PI
N G
P
LA
N D
W G
C -1
C
L
EL
: 4
3.
ST
A:
+7
7.
R
EM
O
VE
E
XS
T
EN
D
C
AP
SE
E
D W
G P
P-
FO
R C
O N
TI
N
U
AT
IO
N
C L
EL
: 4
0.
EXST 18" FM
ST
A:
+8
9.
4±
EX
ST
C
O N
D U
IT
IN
V
EL
: 4
2.
8±
18" FM HDPES: -1.087%
ST
A:
3+
.3
- E
XS
T
SD
IN
V
EL
: 4
3.
2±
ST
A:
3+
.9
- E
XS
T
C O
N D
U
IT
IN
V
EL
: 4
2.
8±
ST
A:
3+
.5
-IN
ST
AL
L
EN
D C
AP
SE
E D
W G
P P-
FO
R
C O
N
TI
N U
AT
IO
N C
L
EL
: 4
0.
18" FM HDPE S: -1.087%
TBX
M
SS
M
SS
M
SS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
M
SS M
SS
M
SS
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
(4495)
(4495)
18" FM
N0° 00' 01.80"W
31.66'
N21° 04' 54.78"E 21.56'
N11° 03' 15.80"E 22.21'
STA:8+77.01 =
EXST LIFT STATION
FORCEMAIN STA: 1+00
N: 7250210.95 E: 1584626.97
L=128.78
R=350.00
D=21.08 L=61.25 R=350.00
D=10.03
MATCH LINE - 1
1+00
SEE DWG PP-2
6+00
7+00 8+00
9+00
10+00
11+00
STA:6+11.53 =
N: 7249952.68 E: 1584574.60
STA:6+11.53 - RT 7.03'
N: 7249952.69 E: 1584581.63
STA:6+11.53 - RT 4.33'
N: 7250210.12 E: 1584631.23
PP-1
C
IV
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JS
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PM
W
FW
F
8 26
PL
AN
A N
D P
R O
FI
LE
B
EG
T O
1+
4 84
SCALE 1"=4'
0 FEET
VERT
NORTH
40 8040
SCALE 1"=40'
0 FEET
HORIZ
EXST GROUND
AT CENTERLINE
D
ES
IG
N
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
VE
R
IF
Y
SC
AL
E
BA
R
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IN
G
. 1"
0 IF
N O
T O
N E
IN
C
H O
N
TH
IS
S
H
EE
T, A
D
JU
ST
SC
AL
ES
A C
C O
R D
IN
G
LY
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D PP-0.DWG July 8, 2022 11:45 AM
20-068
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Dr i nk ing Water Waste Water
Re cy c le d W a t er
KEY MAP
PP-3
PP-4
PP-5
PP-6
PP-7
PP-8
PP-9 PP
-1
PP-11
NORTH
PP
-1 PP-2
PLAN
1"=40'
PROFILE
HORIZ=1"=40'
VERT=1"=4'
R/W CENTERLINE
FUTURE FG,
BY OTHERS
LAKEVIEW PARKWAY
S 2470 W
NOTES:
1. PROTECT EXISTING ASPHALT PAVEMENT.
REPAIR ASPHALT PAVEMENT PER PROVO
CITY STANDARD P-255.
2. PROTECT ROAD SIGN IN PLACE. AS
NECESSARY, REMOVE AND REPLACE
EXISTING ROAD SIGN PER PROVO CITY
DETAIL.
3. REFER TO SPECIFICATIONS FOR
PROJECT CONSTRAINTS.
KEY NOTES:
TRENCH BEDDING, COMPACTION,
BACKFILL AND SURFACE RESTORATION
PER PROVO CITY STANDARD P-255.
EXISTING 18" FORCEMAIN.
REMOVE THE EXISTING END CAP AND
CONNECT 18" FORCE MAIN TO THE
EXISTING FORCE MAIN INSTALLED BY
SOUTH WEST LIFT STATION CONTRACTOR.
SALVAGE THE UNUSED END CAP TO
PROVO CITY.
INSTALL 18" HDPE PIPE DR 17 (DIPS) WITH
MINIMUM 3' OF COVER PARALLEL TO
ALIGNMENT 4.33' TO THE RIGHT.
REMOVE EXISTING END CAP AND
CONNECT 18" FORCE MAIN TO EXISTING
SOUTH WEST LIFT STATION FORCE MAIN
STUB INSTALLED BY SOUTH WEST LIFT
STATION CONTRACTOR. SALVAGE THE
UNUSED END CAP TO PROVO CITY.
FUTURE IMPROVEMENTS BY OTHERS.
INSTALL END CAP FOR FUTURE
FORCEMAIN CONNECTION BY OTHERS.
FUTURE 18" FORCEMAIN.
PARALLEL PIPE PROFILE
HORIZ=1"=40'
VERT=1"=4'
CONSTRUCTION BY OTHERS
CONSTRUCTION BY OTHERS CONSTRUCTION BY OTHERS
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
M
AT
C H
LI
N
E
- 1
8+
SE
E
D W
G P
P-
C L
EL
: 4
1.
ST
A:
2+
.7
- E
XS
T
SD
C
R N
E L:
0.
5±
3' M
IN
C
O
VE
R
EXST 18" FM
ST
A:
3+
.0
- R
EM
O
VE
E
XS
T
EN
D
C
AP
SE
E
D W
G P
P-
FO
R C
O N
TI
N
U
AT
IO
N
C L
EL
: 4
7.
TBX
MSS
X
X
MSS
SD
X X
X
X
X X
X X X
X X
X
X
X
X X
X X
X X
X
X
M
AT
C H
L
IN
E
- 1
8+
SE
E
D W
G P
P-
(4490)
(4495)
(4495)
(4495)
(4495)
(4495)
L=667.42
R=1210.14
D=31.60
S76° 06' 59.50"E1399.71'
M
AT
C H
L
IN
E
- 1
1+
SE
E
D W
G P
P-
STA:13+77.01 =
EXST LIFT STATION
FORCEMAIN STA: 6+00
N: 7250367.49 E: 1585053.19
9+
10+00
11+00
12+00
13+00 14+00 15+00
16+00
17+00
18+00
19+00
PP-2
C
IV
IL
JS
C
PM
W
FW
F
9 26
PL
AN
A N
D P
R O
FI
LE
1+
T
O
8+
4 84
SCALE 1"=4'
0 FEET
VERT
NORTH
40 8040
SCALE 1"=40'
0 FEET
HORIZ
LAKEVIEW PARKWAY
EXST GROUND
AT CENTERLINE
D
ES
IG
N
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
VE
R
IF
Y
SC
AL
E
BA
R
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IN
G
. 1"
0 IF
N O
T O
N E
IN
C
H O
N
TH
IS
S
H
EE
T, A
D
JU
ST
SC
AL
ES
A C
C O
R D
IN
G
LY
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D PP-1.DWG July 8, 2022 11:46 AM
20-068
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Dr i nk ing Water Waste Water
Re cy c le d W a t er
KEY MAP
PP-3
PP-4
PP-5
PP-6
PP-7
PP-8
PP-9 PP
-1
PP-11
NORTH
PP
-1 PP-2
PLAN
1"=40'
PROFILE
HORIZ=1"=40'
VERT=1"=4'
S
W
R/W CENTERLINE
NOTES:
1. PROTECT EXISTING ASPHALT PAVEMENT.
REPAIR ASPHALT PAVEMENT PER PROVO
CITY STANDARD P-255.
2. PROTECT ROAD SIGN IN PLACE. AS
NECESSARY, REMOVE AND REPLACE
EXISTING ROAD SIGN PER PROVO CITY
DETAIL.
3. REFER TO SPECIFICATIONS FOR
PROJECT CONSTRAINTS.
KEY NOTES:
TRENCH BEDDING, COMPACTION,
BACKFILL AND SURFACE RESTORATION
PER PROVO CITY STANDARD P-255.
EXISTING 18" FORCEMAIN.
REMOVE END CAP AND CONNECT 18"
FORCEMAIN TO THE EXISTING FORCEMAIN
INSTALLED BY SOUTH WEST LIFT STATION
CONTRACTOR. SALVAGE THE UNUSED
END CAP TO PROVO CITY.
FUTURE IMPROVEMENTS BY OTHERS.
FUTURE18" FORCEMAIN.
3 1
18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00
M
AT
C H
LI
N
E
- 1
8+
SE
E
D W
G P
P-
C L
EL
: 4
1.
M
AT
C H
LI
N
E
- 2
7+
SE
E
D W
G P
P-
C L
EL
: 4
1.
18" FM HDPE S: 0.010%
TBX
X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
M
AT
C H
L
IN
E
- 1
8+
SE
E
D W
G P
P-
M
AT
C H
L
IN
E
- 2
7+
SE
E
D W
G P
P-
(4495)
(4495)
(4490)
M
AT
C H
L
IN
E
- 1
8+
SE
E
D W
G P
P-
M
AT
C H
L
IN
E
- 2
7+
SE
E
D W
G P
P-
S76° 06' 59.50"E 1399.71'
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
(4495)(4495)
(4495)
18" FM
4 84
SCALE 1"=4'
0 FEET
VERT
NORTH
40 8040
SCALE 1"=40'
0 FEET
HORIZ
LAKEVIEW PARKWAY 1
EXST GROUND
AT CENTERLINE
D
ES
IG
N
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
VE
R
IF
Y
SC
AL
E
BA
R
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IN
G
. 1"
0 IF
N O
T O
N E
IN
C
H O
N
TH
IS
S
H
EE
T, A
D
JU
ST
SC
AL
ES
A C
C O
R D
IN
G
LY
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D PP-2.DWG July 8, 2022 11:47 AM
20-068
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OF
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Dr i nk ing Water Waste Water
Re cy c le d W a t er
KEY MAP
PP-3
PP-4
PP-5
PP-6
PP-7
PP-8
PP-9 PP
-1
PP-11
NORTH
PP
-1 PP-2
PLAN
1"=40'
PROFILE
HORIZ=1"=40'
VERT=1"=4'
PP-3
C
IV
IL
JS
C
PM
W
FW
F
10 26
PL
AN
A N
D P
R O
FI
LE
8+
T
O
7+
TRENCH BEDDING, COMPACTION,
BACKFILL AND SURFACE RESTORATION
PER PROVO CITY STANDARD P-255.
FUTURE IMPROVEMENTS BY OTHERS.
FUTURE 18" FORCEMAIN.
NOTES:
1. PROTECT EXISTING ASPHALT PAVEMENT.
REPAIR ASPHALT PAVEMENT PER PROVO
CITY STANDARD P-255.
2. PROTECT ROAD SIGN IN PLACE. AS
NECESSARY, REMOVE AND REPLACE
EXISTING ROAD SIGN PER PROVO CITY
DETAIL.
3. REFER TO SPECIFICATIONS FOR
PROJECT CONSTRAINTS.
3' M
IN
C
O
VE
R
KEY NOTES:
R/W CENTERLINE 3
27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00
PVI STA:27+53.93
PVI ELEV:4495.05
LVC:21.16
E:0.46
BV
C
S:
7+
.3
BV
C
E:
3.
EV
C
S:
7+
.5
EV
C
E:
4.
M
AT
C H
LI
N
E
- 2
7+
SE
E
D W
G P
P-
C L
EL
: 4
1.
M
AT
C H
LI
N
E
- 3
6+
SE
E
D W
G P
P-
C L
EL
: 4
2.
ST
A:
8+
.6
- E
XS
T
SD
C
R N
E L:
3.
9±
ST
A:
7+
.5
EX
ST
C
O N
D U
IT
EL
EV
: 4
2.
0±
407.0' LF
2" M
IN
C
LR 18" FM HDPE
S: 0.010%
PVI STA:27+32.76
PVI ELEV:4491.72
LVC:21.18
E:0.40
BV
C
S:
7+
.1
BV
C
E:
1.
EV
C
S:
7+
.3
EV
C
E:
3.
18" FM HDPE
S: 0.010%
ST
A:
2+
.0
AI
R R
EL
EA
SE
A
SS
Y
SU
M
P D
EP
TH
: 8 .5
0' R
IM
: 4
9.
18" FM HDPE S: -0.722%
ST
A:
7+
.1
C
L
EL
: 4
1.
ST
A:
2+
.0
C
L
EL
: 4
5.
ST
A:
5+
.0
C
L
EL
: 4
2.
18" FM HDPE S: 0.010%
TBX
SD SD
X X X
X X X
X
X X X X X X X X X X X X X X X X X
X
X X X X X X X X X X X X X X X X
X
SD
M
AT
C H
L
IN
E
- 2
7+
SE
E
D W
G P
P-
M
AT
C H
L
IN
E
- 3
6+
SE
E
D W
G P
P-
S76° 06' 59.50"E 1399.71'27+00
28+00 29+00
30+00 31+00 32+00 33+00
34+00
35+00
36+00
L=1407.29 R=1999.97
D=40.32
(4495)
(4495)
(4495)
(4495)
(4495)
18" FM
STA: 32+00.00
AIR RELEASE ASSY
RIM: 4499.14
EXST 30
" S
D
EXST 60" SD
EXST 60" SD
EX
ST
E
LE
C C
O N
D U
IT
4 84
SCALE 1"=4'
0 FEET
VERT
NORTH
40 8040
SCALE 1"=40'
0 FEET
HORIZ
LAKEVIEW PARKWAY
EXST GROUND
AT CENTERLINE
D
ES
IG
N
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
VE
R
IF
Y
SC
AL
E
BA
R
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IN
G
. 1"
0 IF
N O
T O
N E
IN
C
H O
N
TH
IS
S
H
EE
T, A
D
JU
ST
SC
AL
ES
A C
C O
R D
IN
G
LY
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D PP-3.DWG July 8, 2022 11:49 AM
20-068
CPR
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C
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Y
PU
BL
IC
W
O R
KS
D
EP
T
SW
F
O R
C E
M
AI
N
JUNE 2022
OF
JH
M
Dr i nk ing Water Waste Water
Re cy c le d W a t er
KEY MAP
PP-3
PP-4
PP-5
PP-6
PP-7
PP-8
PP-9 PP
-1
PP-11
NORTH
PP
-1 PP-2
PLAN
1"=40'
PROFILE
HORIZ=1"=40'
VERT=1"=4'
PP-4
C
IV
IL
JS
C
PM
W
FW
F
11 26
PL
AN
A N
D P
R O
FI
LE
7+
T
O
6+
KEY NOTES:
TRENCH BEDDING, COMPACTION,
BACKFILL AND SURFACE RESTORATION
PER PROVO CITY STANDARD P-255.
FUTURE 18" FORCEMAIN.
FUTURE IMPROVEMENTS BY OTHERS.
CLSM TRENCH BACKFILL IN AREAS WITH
LESS THAN 3' COVER PER DTL 1/DWG M-1.
AIR RELEASE ASSEMBLY (SEWER
SERVICE) PER DTL 3/DWG M-1.
PLACE 2" FOAM BOARD, OR THICKNESS AS
NEEDED, AT PIPE CROSSING.
CONTRACTOR SHALL FIELD VERIFY
STORM DRAIN AND IF FOUND CONSULT
WITH ENGINEER AND CITY.
NOTES:
1. PROTECT EXISTING ASPHALT PAVEMENT.
REPAIR ASPHALT PAVEMENT PER PROVO
CITY STANDARD P-255.
2. PROTECT ROAD SIGN IN PLACE. AS
NECESSARY, REMOVE AND REPLACE
EXISTING ROAD SIGN PER PROVO CITY
DETAIL.
3. REFER TO SPECIFICATIONS FOR
PROJECT CONSTRAINTS.
3' M
IN
C
O
VE
R
R/W CENTERLINE
36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00
M
AT
C H
LI
N
E
- 3
6+
SE
E
D W
G P
P-
C L
EL
: 4
2.
M
AT
C H
LI
N
E
- 4
5+
SE
E
D W
G P
P-
C L
EL
: 4
2.
18" FM HDPE S: 0.010%
B M
TBX
X X/ / /
M
AT
C H
L
IN
E
- 3
6+
SE
E
D W
G P
P-
M
AT
C H
L
IN
E
- 4
5+
SE
E
D W
G P
P-
M
AT
C H
L
IN
E
- 3
6+
SE
E
D W
G P
P-
M
AT
C H
L
IN
E
- 4
5+
SE
E
D W
G P
P-
S35° 48' 00.00"E 868.96'
36+00
37+00
38+00 39+00
40+00 41+00 42+00
43+00
44+00
45+00
46+00
L=1407.29
R=1999.97
D=40.32
(4495)
(4495)
(4495)
(4495)
(4495)
(4495)
18" FM
4 84
SCALE 1"=4'
0 FEET
VERT
NORTH
40 8040
SCALE 1"=40'
0 FEET
HORIZ
LAKEVIEW PARKWAY
EXST GROUND
AT CENTERLINE
D
ES
IG
N
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
VE
R
IF
Y
SC
AL
E
BA
R
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IN
G
. 1"
0 IF
N O
T O
N E
IN
C
H O
N
TH
IS
S
H
EE
T, A
D
JU
ST
SC
AL
ES
A C
C O
R D
IN
G
LY
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D PP-4.DWG July 8, 2022 11:50 AM
20-068
CPR
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O R
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D
EP
T
SW
F
O R
C E
M
AI
N
JUNE 2022
OF
JH
M
Dr i nk ing Water Waste Water
Re cy c le d W a t er
KEY MAP
PP-3
PP-4
PP-5
PP-6
PP-7
PP-8
PP-9 PP
-1
PP-11
NORTH
PP
-1 PP-2
PLAN
1"=40'
PROFILE
HORIZ=1"=40'
VERT=1"=4'
PP-5
C
IV
IL
JS
C
PM
W
FW
F
12 26
PL
AN
A N
D P
R O
FI
LE
6+
T
O
5+
NOTES:
1. PROTECT EXISTING ASPHALT PAVEMENT.
REPAIR ASPHALT PAVEMENT PER PROVO
CITY STANDARD P-255.
2. PROTECT ROAD SIGN IN PLACE. AS
NECESSARY, REMOVE AND REPLACE
EXISTING ROAD SIGN PER PROVO CITY
DETAIL.
3. REFER TO SPECIFICATIONS FOR
PROJECT CONSTRAINTS.
KEY NOTES:
TRENCH BEDDING, COMPACTION,
BACKFILL AND SURFACE RESTORATION
PER PROVO CITY STANDARD P-255.
FUTURE 18" FORCEMAIN.
FUTURE IMPROVEMENTS BY OTHERS.
3'
M
IN
C O
VE
R
R/W CENTERLINE
45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00
M
AT
C H
LI
N
E
- 4
5+
SE
E
D W
G P
P-
C L
EL
: 4
2.
M
AT
C H
LI
N
E
- 5
4+
SE
E
D W
G P
P-
C L
EL
: 4
4.
ST
A:
1+
.7
- E
XS
T
SD
C
R N
E L:
4.
6±
ST
A:
8+
.0
C
L
EL
: 4
2.
ST
A:
3+
.3
C
L
EL
: 4
4.
18" FM HDPE S: 0.366%
18" FM HDPE S: 0.010%
18" FM HDPE
S: 0.114%
TB
X
TB
X
SD
SD
MSD
X
X X X X X
XXXXXXX
X
X X X X X
M
AT
C H
L
IN
E
- 4
5+
SE
E
D W
G P
P-
M
AT
C H
L
IN
E
- 5
4+
SE
E
D W
G P
P-
M
AT
C H
L
IN
E
- 4
5+
SE
E
D W
G P
P-
M
AT
C H
L
IN
E
- 5
4+
SE
E
D W
G P
P-
S35° 48' 00.00"E 868.96'
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00
L=857.20 R=1201.81
D=40.87
(4490)
(4495) (4495)(4495)
(4495)(4495)(4495)
18" FM
4 84
SCALE 1"=4'
0 FEET
VERT
NORTH
40 8040
SCALE 1"=40'
0 FEET
HORIZ
LAKEVIEW PARKWAY 1
EXST GROUND
AT CENTERLINE
D
ES
IG
N
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
VE
R
IF
Y
SC
AL
E
BA
R
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IN
G
. 1"
0 IF
N O
T O
N E
IN
C
H O
N
TH
IS
S
H
EE
T, A
D
JU
ST
SC
AL
ES
A C
C O
R D
IN
G
LY
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D PP-5.DWG July 8, 2022 11:52 AM
20-068
CPR
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D
EP
T
SW
F
O R
C E
M
AI
N
JUNE 2022
OF
JH
M
Dr i nk ing Water Waste Water
Re cy c le d W a t er
KEY MAP
PP-3
PP-4
PP-5
PP-6
PP-7
PP-8
PP-9 PP
-1
PP-11
NORTH
PP
-1 PP-2
PLAN
1"=40'
PROFILE
HORIZ=1"=40'
VERT=1"=4'
PP-6
C
IV
IL
JS
C
PM
W
FW
F
13 26
PL
AN
A N
D P
R O
FI
LE
5+
T
O
4+
S
W
KEY NOTES:
TRENCH BEDDING, COMPACTION,
BACKFILL AND SURFACE RESTORATION
PER PROVO CITY STANDARD P-255.
FUTURE 18" FORCEMAIN.
FUTURE IMPROVEMENTS BY OTHERS.
NOTES:
1. PROTECT EXISTING ASPHALT PAVEMENT.
REPAIR ASPHALT PAVEMENT PER PROVO
CITY STANDARD P-255.
2. PROTECT ROAD SIGN IN PLACE. AS
NECESSARY, REMOVE AND REPLACE
EXISTING ROAD SIGN PER PROVO CITY
DETAIL.
3. REFER TO SPECIFICATIONS FOR
PROJECT CONSTRAINTS.
3' M
IN
C
O
VE
R
EXST 30" SD
54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00
M
AT
C H
LI
N
E
- 5
4+
SE
E
D W
G P
P-
C L
EL
: 4
4.
M
AT
C H
LI
N
E
- 6
3+
SE
E
D W
G P
P-
C L
EL
: 4
3.
ST
A:
6+
.8
- E
XS
T
SD
C
R N
E L:
1.
4±
ST
A:
9+
.0
- E
XS
T
SD
TO
C : 4
3.
0±
18" FM HDPE S: 0.114%
575.0 LF
2" M
IN
C
LR
18" FM HDPE S: -0.140%
ST
A:
5+
.0
C
L
EL
: 4
4.
ST
A:
5+
.0
AI
R R
EL
EA
SE
A
SS
Y
SU
M
P D
EP
TH
: 8 .6
5' R
IM
: 4
9.
TBX
MSD
MSD
MSD
MSD
SD
SD
MSD
X
X
X
X X
X
X
XXXXXXXXX
X
XX
SD
M
AT
CH
L
IN
E
- 5 4+
SE
E
DW
G
P P-
M
AT
C H
L
IN
E
- 6
3+
SE
E
D W
G P
P-
M
AT
CH
L
IN
E
- 5 4+
SE
E
DW
G
P P-
M
AT
C H
L
IN
E
- 6
3+
SE
E
D W
G P
P-
53+00
54+00
55+00
56+00
57+00 58+00 59+00
60+00
61+00
62+00
63+00
L=857.20 R=1201.81
D=40.87
S76° 40' 00.00"E
2149.42'
STA: 55+75.00
AIR RELEASE ASSY
RIM: 4499.39
EX
ST
" S D
18" FM
EXST 30" SD
4 84
SCALE 1"=4'
0 FEET
VERT
NORTH
40 8040
SCALE 1"=40'
0 FEET
HORIZ
LAKEVIEW PARKWAY
EXST GROUND
AT CENTERLINE
D
ES
IG
N
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
VE
R
IF
Y
SC
AL
E
BA
R
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IN
G
. 1"
0 IF
N O
T O
N E
IN
C
H O
N
TH
IS
S
H
EE
T, A
D
JU
ST
SC
AL
ES
A C
C O
R D
IN
G
LY
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D PP-6.DWG July 8, 2022 11:53 AM
20-068
CPR
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D
EP
T
SW
F
O R
C E
M
AI
N
JUNE 2022
OF
JH
M
Dr i nk ing Water Waste Water
Re cy c le d W a t er
KEY MAP
PP-3
PP-4
PP-5
PP-6
PP-7
PP-8
PP-9 PP
-1
PP-11
NORTH
PP
-1 PP-2
PLAN
1"=40'
PROFILE
HORIZ=1"=40'
VERT=1"=4'
PP-7
C
IV
IL
JS
C
PM
W
FW
F
14 26
PL
AN
A N
D P
R O
FI
LE
4+
T
O
3+
S
W
TRENCH BEDDING, COMPACTION,
BACKFILL AND SURFACE RESTORATION
PER PROVO CITY STANDARD P-255.
FUTURE 18" FORCEMAIN.
FUTURE IMPROVEMENTS BY OTHERS.
CLSM TRENCH BACK FILL IN AREAS WITH
LESS THAN 3' COVER PER DTL 1/DWG M-1.
PLACE 2" FOAM BOARD, OR THICKNESS AS
NEEDED, AT PIPE CROSSING.
AIR RELEASE ASSEMBLY (SEWER
SERVICE) PER DTL 3/DWG M-1.
KEY NOTES:
NOTES:
1. PROTECT EXISTING ASPHALT PAVEMENT.
REPAIR ASPHALT PAVEMENT PER PROVO
CITY STANDARD P-255.
2. PROTECT ROAD SIGN IN PLACE. AS
NECESSARY, REMOVE AND REPLACE
EXISTING ROAD SIGN PER PROVO CITY
DETAIL.
3. REFER TO SPECIFICATIONS FOR
PROJECT CONSTRAINTS.
3' M
IN
C
O
VE
R
63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00
M
AT
C H
LI
N
E
- 6
3+
SE
E
D W
G P
P-
C L
EL
: 4
3.
ST
A:
7+
.1
EX
ST
S
D C
R N
E L:
0.
7±
M
AT
C H
LI
N
E
- 7
2+
SE
E
D W
G P
P-
C L
EL
: 4
2.
575.0 LF
18" FM HDPE S: -0.151%
ST
A:
5+
.0
C
L
EL
: 4
3.
18" FM HDPE S: -0.173%
" M
IN
C
LR
TBX
SD
X
X X X X X X X X X X X X X X X X
X
X X X X X X X X
M
AT
C H
L
IN
E
- 6
3+
SE
E
D W
G P
P-
M
AT
C H
L
IN
E
- 7
2+
SE
E
D W
G P
P-
63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00S76° 40' 00.00"E 2149.42'
(4495) (4495)
(4495)
(4495)
(4495) (4495)
EXST 36" SD
18" FM
M
AT
C H
L
IN
E
- 6
3+
SE
E
D W
G P
P-
M
AT
C H
L
IN
E
- 7
2+
SE
E
D W
G P
P-
4 84
SCALE 1"=4'
0 FEET
VERT
NORTH
40 8040
SCALE 1"=40'
0 FEET
HORIZ
LAKEVIEW PARKWAY
EXST GROUND
AT CENTERLINE
D
ES
IG
N
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
VE
R
IF
Y
SC
AL
E
BA
R
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IN
G
. 1"
0 IF
N O
T O
N E
IN
C
H O
N
TH
IS
S
H
EE
T, A
D
JU
ST
SC
AL
ES
A C
C O
R D
IN
G
LY
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D PP-7.DWG July 8, 2022 11:56 AM
20-068
CPR
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EP
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SW
F
O R
C E
M
AI
N
JUNE 2022
OF
JH
M
Dr i nk ing Water Waste Water
Re cy c le d W a t er
KEY MAP
PP-3
PP-4
PP-5
PP-6
PP-7
PP-8
PP-9 PP
-1
PP-11
NORTH
PP
-1 PP-2
PLAN
1"=40'
PROFILE
HORIZ=1"=40'
VERT=1"=4'
PP-8
C
IV
IL
JS
C
PM
W
FW
F
15 26
PL
AN
A N
D P
R O
FI
LE
3+
T
O
2+
KEY NOTES:
TRENCH BEDDING, COMPACTION,
BACKFILL AND SURFACE RESTORATION
PER PROVO CITY STANDARD P-255.
FUTURE 18" FORCEMAIN.
FUTURE IMPROVEMENTS BY OTHERS.
CLSM TRENCH BACK FILL IN AREAS WITH
LESS THAN 3' COVER PER DTL 1/DWG M-1.
PLACE 2" FOAM BOARD, OR THICKNESS AS
NEEDED, AT PIPE CROSSING.
CLSM TRENCH BACKFILL AT CROSSING
WITH LESS THAN 18" PIPE SEPARATION
PER DTL 2/DWG M-1.
NOTES:
1. PROTECT EXISTING ASPHALT PAVEMENT.
REPAIR ASPHALT PAVEMENT PER PROVO
CITY STANDARD P-255.
2. PROTECT ROAD SIGN IN PLACE. AS
NECESSARY, REMOVE AND REPLACE
EXISTING ROAD SIGN PER PROVO CITY
DETAIL.
3. REFER TO SPECIFICATIONS FOR
PROJECT CONSTRAINTS.
3' M
IN
C
O
VE
R
72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 80+50 81+00
M
AT
C H
LI
N
E
- 7
2+
SE
E
D W
G P
P-
C L
EL
: 4
2.
M
AT
C H
LI
N
E
- 8
1+
SE
E
D W
G P
P-
C L
EL
: 4
4.
ST
A:
2+
.0
C
L
EL
: 4
2.
ST
A:
4+
.1
C
L
EL
: 4
2.
ST
A:
0+
.0
C
L
EL
: 4
5.
18" FM HDPE S: 0.485%
ST
A:
0+
.0
AI
R R
EL
EA
SE
A
SS
Y
SU
M
P D
EP
TH
: 9 .6
9' R
IM
: 4
0.
18" FM HDPE
S: -0.686%18" FM HDPE
S: -0.151%
18" FM HDPE S: 0.010%
TBX
X X X X X X X X X X X X X X X X X X X X X X X X
M
AT
C H
L
IN
E
- 7
2+
SE
E
D W
G P
P-
M
AT
C H
L
IN
E
- 8
1+
SE
E
D W
G P
P-
M
AT
C H
L
IN
E
- 7
2+
SE
E
D W
G P
P-
M
AT
C H
L
IN
E
- 8
1+
SE
E
D W
G P
P-
S76° 40' 00.00"E 2149.42'
72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+0018" FM
STA: 80+75.00
AIR RELEASE ASSY
RIM: 4500.43
4 84
SCALE 1"=4'
0 FEET
VERT
NORTH
40 8040
SCALE 1"=40'
0 FEET
HORIZ
LAKEVIEW PARKWAY 1
EXST GROUND
AT CENTERLINE
D
ES
IG
N
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
VE
R
IF
Y
SC
AL
E
BA
R
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IN
G
. 1"
0 IF
N O
T O
N E
IN
C
H O
N
TH
IS
S
H
EE
T, A
D
JU
ST
SC
AL
ES
A C
C O
R D
IN
G
LY
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D PP-8.DWG July 8, 2022 11:57 AM
20-068
CPR
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F
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C E
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AI
N
JUNE 2022
OF
JH
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Dr i nk ing Water Waste Water
Re cy c le d W a t er
KEY MAP
PP-3
PP-4
PP-5
PP-6
PP-7
PP-8
PP-9 PP
-1
PP-11
NORTH
PP
-1 PP-2
PLAN
1"=40'
PROFILE
HORIZ=1"=40'
VERT=1"=4'
PP-9
C
IV
IL
JS
C
PM
W
FW
F
16 26
PL
AN
A N
D P
R O
FI
LE
2+
T
O
1+
KEY NOTES:
TRENCH BEDDING, COMPACTION,
BACKFILL AND SURFACE RESTORATION
PER PROVO CITY STANDARD P-255.
FUTURE 18" FORCEMAIN.
FUTURE IMPROVEMENTS BY OTHERS.
AIR RELEASE ASSEMBLY (SEWER
SERVICE) PER DTL 3/DWG M-1.
NOTES:
1. PROTECT EXISTING ASPHALT PAVEMENT.
REPAIR ASPHALT PAVEMENT PER PROVO
CITY STANDARD P-255.
2. PROTECT ROAD SIGN IN PLACE. AS
NECESSARY, REMOVE AND REPLACE
EXISTING ROAD SIGN PER PROVO CITY
DETAIL.
3. REFER TO SPECIFICATIONS FOR
PROJECT CONSTRAINTS.
3' M
IN
C
O
VE
R
81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 85+00 85+50 86+00 86+50 87+00 87+50 88+00 88+50 89+00 89+50 90+00
M
AT
C H
LI
N
E
- 8
1+
SE
E
D W
G P
P-
C L
EL
: 4
4.
M
AT
C H
LI
N
E
- 9
0+
SE
E
D W
G P
P-
C L
EL
: 4
0.
3418" FM HDPE S: -0.688%
ST
A:
7+
.0
C
L
EL
: 4
0.
18" FM HDPE S: -0.111%
ST
A:
4+
.1
.5 0°
E
LB
O W
C L
EL
: 4
2.
ST
A:
4+
.5
° E
LB
O
W C
L
EL
: 4
2.
ST
A:
4+
.7
.5 0°
E
LB
O W
C L
EL
: 4
2.
18" FM HDPE S: -0.686%
TBX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X/ / /
MATCH LINE - 81+00
SEE DWG PP-9
MATCH LINE - 89+78
SEE DW
G PP-11
MATCH LINE - 81+00
SEE DWG PP-9
MATCH LINE - 89+78
SEE DW
G PP-11
S76° 40' 00.00"E
2149.42'
N89° 59' 43.20"E 5.91'
81+00
82+00
83+00
84+00 85+00
86+00
87+00
88+00
89+00
90+00
L=58.20
R =250.00
D =13.34
(4
0)
(4
5)
(4
5)
(4495)
(4495)
(4
5)
(4495)
(4495)
(4495)
(4500)
(4500)
(4500)
(4
0)(4500)
(4500)(4
0)
(4
0) 18" F M
18" FM
STA: 84+14.11
22.50° ELBOW
STA: 84+32.59
45° ELBOW
STA: 84+77.72
22.50° ELBOW
N67° 29' 43.20"E 18.48'
N23° 23' 09.06"E 45.13'
18" FM
4 84
SCALE 1"=4'
0 FEET
VERT
NORTH
40 8040
SCALE 1"=40'
0 FEET
HORIZ
LAKEVIEW
PARKW
AY
EXST GROUND
AT CENTERLINE
D
ES
IG
N
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
VE
R
IF
Y
SC
AL
E
BA
R
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IN
G
. 1"
0 IF
N O
T O
N E
IN
C
H O
N
TH
IS
S
H
EE
T, A
D
JU
ST
SC
AL
ES
A C
C O
R D
IN
G
LY
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D PP-9.DWG July 8, 2022 11:58 AM
20-068
CPR
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JUNE 2022
OF
JH
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Dr i nk ing Water Waste Water
Re cy c le d W a t er
KEY MAP
PP-3
PP-4
PP-5
PP-6
PP-7
PP-8
PP-9 PP
-1
PP-11
NORTH
PP
-1 PP-2
PLAN
1"=40'
PROFILE
HORIZ=1"=40'
VERT=1"=4'
1100 W
PP-10
C
IV
IL
JS
C
PM
W
FW
F
17 26
PL
AN
A N
D P
R O
FI
LE
1+
T
O
0+
TRENCH BEDDING, COMPACTION,
BACKFILL AND SURFACE RESTORATION
PER PROVO CITY STANDARD P-255.
FUTURE 18" FORCEMAIN.
FUTURE IMPROVEMENTS BY OTHERS.
RESTORE THE EMBANKMENT PER DTL
5/DWG M-1.
KEY NOTES:
NOTES:
1. PROTECT EXISTING ASPHALT PAVEMENT.
REPAIR ASPHALT PAVEMENT PER PROVO
CITY STANDARD P-255.
2. PROTECT ROAD SIGN IN PLACE. AS
NECESSARY, REMOVE AND REPLACE
EXISTING ROAD SIGN PER PROVO CITY
DETAIL.
3. REFER TO SPECIFICATIONS FOR
PROJECT CONSTRAINTS.
3' M
IN
C
O
VE
R
R/W CENTERLINE 4
90+00 90+50 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00
ST
A:
3+
.4
° E
LB
O W
(R O
LL
ED
C
L
EL
: 4
9.
ST
A:
2+
.9
° E
LB
O W
(R O
LL
ED
C
L
EL
: 4
9.
M
AT
C H
LI
N
E
- 9
0+
SE
E
D W
G P
P-
C L
EL
: 4
0.
18" FM HDPE
S: -0.025%
ST
A:
3+
.7
- E
XS
T
SD
IN
V
EL
: 4
1.
5±
ST
A:
3+
.2
- E
XS
T
SD
IN
V
EL
: 4
3.
6±
ST
A:
3+
.3
- E
XS
T
W
IN
V
EL
: 4
4.
9±
ST
A:
4+
.4
" S
S
IN
V
IN
: 4
0.
(W
" S
S
IN
V
IN
: 4
0.
(S W
8"
S S
IN
V
IN
: 4
5.
(S
" S S
IN
V
O U
T:
0.
(E
0"
M
AN
H O
LE
R
IM
: 4
8.
ST
A:
4+
.5
R
IM
: 4
8.
6±
TO
C E
L:
8.
" F M
C L
IN
: 4
3.
" S S
IN
V
O U
T:
2.
8"
V
IN
V O
U T:
5.
18" F
M HDPE
S: 8 .207%
42" SS HDPE S: -25.45%
" M
IN
C
LR
ST
A:
1+
.2
C
L
EL
: 4
0.
18" FM HDPE
S: 0.000%
18" FM HDPE S: -0.111%
PVI STA:93+88.51
PVI ELEV:4493.95
LVC:12.28
E:0.13
BV
C
S:
3+
.3
BV
C
E:
3.
EV
C S:
3+
.6
EV
C E:
3.
18" FM HDPE S: -0.698%
MSD MSS
MSD
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
MSS
MSD
MSS
MSD
SD
SD
W
W
W
W
W
W
W
W
SD
SD
SD
SD
MSD
O H
W
OHW
MATCH LINE - 89+78
SEE DW
G PP-10
STA: 92+62.94
45° ELBOW
STA: 93+33.41
45° ELBOW
N44° 59' 36.63"E 70.47'
+00
+00
+00
+0
93+00
94+00
94+54
(44
(44
42" SS HDPE
N30° 00' 00.00"E 12.43'
N89° 59' 51.27"E 19.31'
L=23.97 R=250.00 D=5.49 S84° 30' 35.72"E 9.08'
L=23.95 R=250.00 D=5.49 N90° 00' 00.00"E 15.26'
STA: 94+37.41
120" MANHOLE
RIM: 4498.68
N0°
' 0 0.0
0"E
1.5
1'
N0° 00' 00.00"E 35.13'
L=34.29 R=350.00 D=5.61
L=34.29 R=350.00 D=5.61
SSSSSSSS
SD SD SD SD
4 84
SCALE 1"=4'
0 FEET
VERT
NORTH
40 8040
SCALE 1"=40'
0 FEET
HORIZ
W
EXST GROUND
AT CENTERLINE
D
ES
IG
N
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
VE
R
IF
Y
SC
AL
E
BA
R
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IN
G
. 1"
0 IF
N O
T O
N E
IN
C
H O
N
TH
IS
S
H
EE
T, A
D
JU
ST
SC
AL
ES
A C
C O
R D
IN
G
LY
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D PP-10.DWG July 8, 2022 12:00 PM
20-068
CPR
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EP
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SW
F
O R
C E
M
AI
N
JUNE 2022
OF
JH
M
Dr i nk ing Water Waste Water
Re cy c le d W a t er
KEY MAP
PP-3
PP-4
PP-5
PP-6
PP-7
PP-8
PP-9 PP
-1
PP-11
NORTH
PP
-1 PP-2
PLAN
1"=40'
PROFILE
HORIZ=1"=40'
VERT=1"=4'
W 1560 S
PP-11
C
IV
IL
JS
C
PM
W
FW
F
18 26
PL
AN
A N
D P
R O
FI
LE
0+
T
O E
N D
NOTES:
1. PROTECT EXISTING ASPHALT PAVEMENT.
REPAIR ASPHALT PAVEMENT PER PROVO
CITY STANDARD P-255.
2. PROTECT ROAD SIGN IN PLACE. AS
NECESSARY, REMOVE AND REPLACE
EXISTING ROAD SIGN PER PROVO CITY
DETAIL.
3. REFER TO SPECIFICATIONS FOR
PROJECT CONSTRAINTS.
4. BYPASS PUMPING WILL BE REQUIRED
FOR TIE IN TO 36" SEWER LINE. SEE
SPECIFICATIONS.
TRENCH BEDDING, COMPACTION,
BACKFILL AND EMBANKMENT
RESTORATION PER DTL 5/DWG M-1 AND
PROVO CITY STANDARD P-255.
FUTURE 18" FORCEMAIN.
FUTURE IMPROVEMENTS BY OTHERS.
INSTALL PIG RECEIVER VAULT AS PER
DRAWING S-101.
INSTALL COVER AND GRADE RING AS
NECESSARY TO MATCH TOP OF BOX WITH
EXISTING GROUND ELEVATION.
CONTRACTOR SHALL NOT DISTURB
EXISTING MONITORING WELL. ALL THE
CONSTRUCTION ACTIVITIES SHOULD
MAINTAIN MINIMUM 3 FOOT CLEARANCE
FROM EXISTING MONITORING WELL.
CONSULT WITH ENGINEER AND CITY IF
REQUIRED.
INSTALL 120" DIAMETER MANHOLE
SIMILAR TO PROVO CITY STANDARD P-411.
INSTALL ACTIVATED CARBON BASED
MANHOLE ODOR ELIMINATOR, MOE™
OR EQUAL.
INSTALL 8" VENT PIPE WITH 12" CLSM ON
ALL SIDES OF PIPE PER DTL 1/DWG M-1.
PENETRATE 8' VENT INTO 120" MANHOLE
PER DTL 15132A/DWG M-2.
KEY NOTES:
4 5
3' M
IN
C
O
VE
R
8" V PVC
42" SS HDPE
DETAIL1
-- 1"=10'
8" 90° BEND
8" V INV: 4495.87
8" V INV: 4495.94
18"FM
7 8
8" V INV: 4495.69 10
" V
MANHOLE K24_05
EXST PP
EXST PP
MANHOLE K24_04
NTS
CLSM ENCASEMENT AND TRENCH BACK FILL DETAIL1
PP-8
15132A
PP-4
PP-7
PP-11
M-1
M
EC
H
AN
IC
AL
JS
C
D
AT
FW
F
19 26
D
ET
AI
LS
CL
UTILITY
TRENCH
12" 12"
NEW SEWER LATERAL
PIPE
OD
" M
IN
" M
IN
SECTION
PLAN
CLSM (PER SPEC 31 00 00)
EXISTING UTILITYPE
R
S
PE
C
EXISTING UTILITY
D
ES
IG
N
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
VE
R
IF
Y
SC
AL
E
BA
R
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IN
G
. 1"
0 IF
N O
T O
N E
IN
C
H O
N
TH
IS
S
H
EE
T, A
D
JU
ST
SC
AL
ES
A C
C O
R D
IN
G
LY
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D-M-1.DWG July 8, 2022 12:03 PM
20-068
CPR
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D
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F
O R
C E
M
AI
N
JUNE 2022
OF
JH
M
Dr i nk ing Water Waste Water
Re cy c le d W a t er
NTS
UTILITY CROSSING2
INSTALL THREADED
PLUG ON 2" PIPE
NTS
AIR RELEASE ASSEMBLY
(SEWER SERVICE)
PP-7
2" MIN
CLEAR PROVIDE PIPE JOINTS
WITHIN 1'-6" OF EACH
SIDE OF MANHOLE
BREAK NEAT HOLE IN
MANHOLE SECTION AND
INSTALL OVER PIPE
5'-0" DIAMETER STANDARD
MANHOLE SECTIONS
BAV-02
1.
NOTES:
INSTALL MANHOLE FRAME, RING AND COVER SIMILAR TO
PROVO STANDARD DETAIL P-411.
REFER TO SPECIFICATIONS FOR COATING REQUIREMENTS.
24" CONCRETE PAD
USE SIDEWALL FUSION
CONNECTION. ELECTROFUSION
SADDLES ARE NOT ACCEPTABLE
2.
EP
EG
3' MIN
18" FM
EX
ST
T O
E AC
NTS
EMBANKMENT RESTORATION DETAIL5
PP-10
PP-11
NOTE 1
PP-4PP-8
PP-9
PP-201
E
S
IG
N
D R
A W
N
C H
E C
K E
D
A P
P R
O V
E D
V E
R
IF
Y S
C A
L E
O R
IG
IN
A L
D R
A W
IN
G
B A
R I
S O
N E
I N
C H
O N 1
S C
A L
E S
A C
C O
R D
IN
G
L Y
T H
IS
S
H E
E T
A
D J U
S T
IF
N
O T
O N
E I
N C
H O
N
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS:
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
NO. DATE REVISION BY APVD SHEET
20-068
C
S W
F O
R C
E M
A
IN
P U
B L
IC
W
O R
K S
D E
P T
P R
O V
O C
IT
Y
JUNE 2022
JH
M
Drinking
W a t e r
W a s te Water
R e c y c l e d W a te r
NORTH
PLOT DATE: PLOT TIME:FILENAME:L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\BORDERS\20-068 WWE-BDR.DWG April 7, 2022 8:22 AM
OF
KEY MAP
PP-3
PP-4
P P -5
P P -6
PP-7
PP-8
PP-9
P P -1
P P -1
P P -1
PP-2
1/2"= 1'-0"
LOWER PLAN VIEW
2 0 2 4
SCALE 1/2"=1'-0"
FEET
D A
T
S-101
P
IG
R E
C E
IV
E
R V
A U
L T
S T
R U
C T
U R
A L
1/2"= 1'-0"
PLAN VIEW @ EL 4501.60
J S
C
F W
F
10'-6"
A
B
B
(HS20 LOAD RATED)
PRECAST BOX
INSTALL BAR SCREEN
S
L O P E
S
L O P E
S-102
5% SLOPE
EL 4492.35
CL EL 4493.95
42" SS
4.
3.
2.
1.
3'-8 3/16"
3'-5 1/2"
4'-3 13/16"
/8
2'-5"
8"9'-2"8"
3'-7 13/16"
EL 4492.35
A
- 1/2" = 1'-0"
SECTION
20 26
GROUT
42" SEMICIRCULAR
/8
FOR CONTINUATION
PROFILE99+00 TO END
8" V, SEE PLAN AND
GROUT
18" SEMICIRCULAR
CONTINUATION
TO END FOR
PROFILE 90+00
SEE PLAN AND
PIG RECEIVER VAULT
REFER TO SPECIFICATIONS FOR COATING OF
WHILE HOLDING GATE IN THE OPEN POSITION.
LINKS TO BE SIZED SO IT CAN BE HOOKED
BAR SCREEN IS IN THE DOWN POSITION. CHAIN
END AFFIXED TO HOOK IN VAULT SLAB WHEN
TO BOTTOM BAR OF BAR SCREEN AND OTHER
SUFFICIENT LENGTH WITH ONE END WELDED
PROVIDE 316 STAINLESS STEEL CHAIN OF
AT TOP.
THE BAR SCREEN SHALL ROTATE 180° ON HINGE
WITH 8" OPENING.
PROVIDE 316 STAINLESS STEEL BAR SCREEN
NOTES:
KEY NOTES:
OR EQUAL.
MANHOLE ODOR ELIMINATOR MOE
INSTALL ACTIVATED CARBON BASED
TM
INV EL 4495.94
8" V
CONNECTION, BF
FUTURE 18" FM
FOR CONTINUATION
PROFILE 90+00 TO END
18" FM SEE PLAN AND
INV EL 4493.08
INV EL 4499.50
S-102
TO TOP OF GROUT.
GROUT PLUG FOR FUTURE CONNECTION
WIDE NOSE. PROVIDE 8" WIDE MINIMUM
TRUNCATE GROUT TO FORM MINIMUM 6"
1'-6"
STABILIZATION MATERIAL.
AGGREGATE PROVIDE 2'-0" OF -2"
EQUAL. BELOW WRAPPED
FABRIC SUCH AS MIRAFI 500X OR
WRAPPED IN A WOVEN FILTER
24" MINIMUM OF 3/4" DRAIN ROCK
TO STOP PIG
SCREEN
INSTALL BAR
S-102
8" V
TYP OF 2
SECTION
1/2" = 1'-0"
SIMILAR TO PROVO CITY STANDARD P-411.
INSTALL MANHOLE FRAME, RING, AND COVER
PROVIDE STAINLESS STEEL CLAMPS.
PSX BOOT OR APPROVED EQUIVALENT. 3
C
S-102
D
S-102
3'-3 1/2"
3'-3 1/2"
8"
EL 4498.04 EL 4498.04
EL 4494.70
S
IG
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DRAWING NUMBER
A
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1 2 3 4 5
NO. DATE REVISION BY APVD SHEET
20-068
C
S W
F O
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A
IN
P U
B L
IC
W
O R
K S
D E
P T
P R
O V
O C
IT
Y
JUNE 2022
Drinking
W a t e r
W a s te Water
R e c y c l e d W a te r
PLOT DATE: PLOT TIME:FILENAME:L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\BORDERS\20-068 WWE-BDR.DWG April 7, 2022 8:22 AM
OF
F W
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D A
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G-100
D U
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A N
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IF
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A N
IC
A
L
JH
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J S
C
SEE E-101
ELECTRICAL PANELS
VALVE BOX
1" = 40'
PLAN
0 40 80 FEET40
SCALE 1"=40'
384 S LAKEVIEW PKWY
MANHOLE G22_06
-THE PEAK FLOW IS 60 GPM.
REQUIRED.
EVACUATION AT MANHOLE G22-06 AS
-COORDINATE WITH THE CITY FOR SEWER
LINE.
G22-06 AND G22-10 AND SURCHARGE THE
TEMPORARY PLUG BETWEEN MANHOLES
-THE CONTRACTOR WILL INSTALL A
A PUMP-AROUND WILL NOT BE NECESSARY. 3.
PROTECTED IN PLACE.
BOLLARDS, AND DEWATERING WELL TO BE
-ALL REMAINING EQUIPMENT ELECTRICAL,
LINE.
-REMOVE VALVE VAULT AND CAP 2" OUTLET
WATER MAIN.
-REMOVE YARD HYDRANT AND CAP LINE AT
PIPE.
-REMOVING THE LINE PLUG IN THE OUTLET
INLET AND OUTLET, AND
-GROUTING A SMOOTH TRANSITION BETWEEN
INSTRUMENTS,
-REMOVAL OF THE PUMPS, CONTROLS, AND
-COORDINATION OF WORK WITH PROVO CITY.
INCLUDE:
BEING REMOVED FROM SERVICE. WORK WILL
THE TEMPORARY DUNCAN LIFT STATION IS 2.
PROVO, UT.
LOCATION IS 280 S LAKEVIEW PARKWAY,
DUNCAN LIFT STATION APPROXIMATE 1.
GENERAL NOTES:
18" SS
18" SS
1" = 15'
ENLARGED PLAN
SEE M-101
MANHOLE G22_10
MANHOLE H22_14
WORK AREA
DUNCAN LIFT STATION
22 26
PROTECT IN PLACE
ELECTRICAL EQUIPMENT
PROTECT IN PLACE
DEWATERING WELL
PROTECT IN PLACE
BOLLARD POSTS
PROTECT IN PLACE
BOLLARD POSTS
YARD HYDRANT
CORP STOP
WATER MAIN
S
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C A
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IN
A L
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IN
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I N
C H
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S C
A L
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A C
C O
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IN
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T H
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A
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IF
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DATE
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DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS:
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
NO. DATE REVISION BY APVD SHEET
20-068
C
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A
IN
P U
B L
IC
W
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K S
D E
P T
P R
O V
O C
IT
Y
JUNE 2022
JH
M
Drinking
W a t e r
W a s te Water
R e c y c l e d W a te r
NORTH
PLOT DATE: PLOT TIME:FILENAME:L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\BORDERS\20-068 WWE-BDR.DWG April 7, 2022 8:22 AM
OF
KEY MAP
PP-3
PP-4
P P -5
P P -6
PP-7
PP-8
PP-9
P P -1
P P -1
P P -1
PP-2
F W
F
D A
T
E-101
P A
N E
L
D U
N C
A N
L
IF
T S
T A
T
IO
N
E L
E C
T R
IC
A
L
J S
C
SUPPORTED.
SHALL BE WEATHER TIGHT AND RIGIDLY
ALL REMAINING WORK AFTER DEMOLITION 1.
GENERAL NOTES:
LIVE.
TRANSFORMER WILL REMAIN IN PLACE AND
THE METER SERVICE, BREAKER PANELS AND
THE CITY.
SALVAGE PUMP PANEL AND SCADA PANEL TO
DEMOLITION WORK.
CAP OR SEAL ALL CONDUITS RESULTING FROM
REMOVE INSTRUMENTS AND WIRING.
REMOVE PUMP LEADS.
KEY NOTES:
SCADA
BREAKER PANEL (2)
TRANSFORMER
METER
BREAKER PANEL (1)
PANEL
PUMP CONTROL
23 26
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IN
A L
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IN
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B A
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I N
C H
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S C
A L
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A C
C O
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IN
G
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T H
IS
S
H E
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A
D J U
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IF
N
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O N
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N C
H O
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DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
NO. DATE REVISION BY APVD SHEET
20-068
C
S W
F O
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A
IN
P U
B L
IC
W
O R
K S
D E
P T
P R
O V
O C
IT
Y
JUNE 2022
Drinking
W a t e r
W a s te Water
R e c y c l e d W a te r
PLOT DATE: PLOT TIME:FILENAME:L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\BORDERS\20-068 WWE-BDR.DWG April 7, 2022 8:22 AM
OF
F W
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M-101
P U
M P
A N
D P
IP
IN
G
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A N
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IF
T S
T A
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N
D E
M O
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IT
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JH
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J S
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REMOVE VALVE VAULT
CAP PIPES AND CONDUITS.
REMOVE LINE-PLUG IN OUTLET PIPE
PIPES.
SMOOTH TRANSITION FROM ENTRY TO EXIT
APPLY GROUT AS REQUIRED TO ACHIEVE A
REMOVE INSTRUMENTS.
SUPPORTS.
REMOVE PUMPS, VALVES, PIPES, AND PIPE
KEY NOTES:
NTS
PLAN
NTS
SECTION VIEW
24 26
0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50
12" SS PVC S: 3.59%
ST
A:
+1
6.
8"
IN
V
IN
: 4
0.
(N
" I
N V
IN
: 4
4.
(E
" I N
V O
U T:
4.
(W
M
AN
H O
LE
I2
2-
R
IM
: 4
9.
ST
A:
+0
0.
" I
N V:
0.
C O
N N
EC
T
TO
E
XS
T
PI
PE
S W
-7
" S S
EXST 12" SS
ST
A:
+8
0.
" I
N V
IN
: 4
9.
(E
" I N
V O
U T:
9.
(W
EX
ST
M
AN
H O
LE
R
IM
: 4
0.
MSD MSD
MSD
MSDSDSDSDSD
SD
MSS
MSS
MSS
MSS
MSS
MSS
MSS
0+75 1+00
2+00 2+50
STA: 2+16.61
MANHOLE I22-07
N: 7253289.09 E: 1584570.15
RIM: 4499.90
MANHOLE I22-80
N: 7253321.01 E: 1584292.51
MANHOLE I22-192
N: 7253370.16 E: 1584592.36
WSLS WETWELL (I22-85)
N: 7253249.26 E: 1584563.38
CONNECT TO EXST
PIPE SW-7476
N: 7253286.41 E: 1584453.56
12" SS PVC
EXST 12" SS
EXST 12" SS
EX
ST
" S
S
EXST 12" SS
SS MSS
MANHOLE I22-08
N: 7253286.55 E: 1585089.95
EXST 12" SS
5 105
SCALE 1"=5'
0 FEET
VERT
NORTH
20 4020
SCALE 1"=20'
0 FEET
HORIZ
S
W
3 4
EXST GROUND
AT CENTERLINE
D
ES
IG
N
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
VE
R
IF
Y
SC
AL
E
BA
R
IS
O N
E
IN
C H
O N
O R
IG
IN
AL
D
R
AW
IN
G
. 1"
0 IF
N O
T O
N E
IN
C
H O
N
TH
IS
S
H
EE
T, A
D
JU
ST
SC
AL
ES
A C
C O
R D
IN
G
LY
DATE
PROJECT NUMBER
DRAWING NUMBER
A
B
D
1 2 3 4 5
REUSE OF DOCUMENTS: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATER WORKS ENGINEERS, LLC.
AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATER WORKS ENGINEERS, LLC.
PLOT DATE: PLOT TIME:FILENAME:
SHEET
L:\CAD\PROJECTS\20-068 PROVO SW LIFT STATION_{S}\FORCE MAIN PROJECT FILES\DELIVERABLES\2068D PP-201.DWG July 14, 2022 2:26 PM
20-068
CPR
O
VO
C
IT
Y
PU
BL
IC
W
O R
KS
D
EP
T
SW
F
O R
C E
M
AI
N
JUNE 2022
OF
JH
M
Dr i nk i ng Wat er W aste Water
Re cy c le d W a t e r
PLAN
1"=40'
PROFILE
HORIZ=1"=20'
VERT=1"=5'
W 560 S
PP-201
C
IV
IL
W
ES
TS
ID
E
LI
FT
S
TA
TI
O N
FW
F
PM
W
JS
C
26 26
PL
AN
A N
D P
R O
FI
LE
POTHOLE TO LOCATE AND VERIFY
LOCATION AND ELEVATION.
INSTALL 12" PVC SDR-35 FROM NEW
MANHOLE I22-07 TO EXISTING 12" PIPE.
REMOVE END CAP AND ANY LINE PLUGS.
TRENCH BEDDING, COMPACTION,
BACKFILL AND SURFACE RESTORATION
PER PROVO CITY STANDARD P-255.
REMOVE AND REPLACE EXISTING
ASPHALT CONCRETE PAVEMENT, PPW
STD DTL P-255.
NOTES:
1. PUMP AROUND REQUIRED FOR MANHOLE
I22-07 REPLACEMENT AND RECONNECTION:
* EAST INLET LINE MAY BE BLOCKED AT
AND PUMPED FROM MANHOLE I22-08 TO
THE WSLS WETWELL (I22-85), PEAK FLOW
RATE 445 GPM,
* NORTH INLET MAY BE BLOCKED AT AND
PUMPED FROM MANHOLE I22-192 TO THE
WSLS WETWELL (I22-85), PEAK FLOW RATE
419 GPM,
* WEST INLET DEPENDING ON WORK
COORDINATION MAY BE PERMANENTLY
BLOCKED AT MANHOLE I22-80 AND THE
PLUG REMOVED ALLOWING FLOW TO
MANHOLE SW-7475, OR BLOCKED AT AND
PUMPED FROM MANHOLE I22-80 AND
PUMPED TO THE WSLS WETWELL, PEAK
FLOW RATE 402 GPM.
4. REPLACE MANHOLE I22-07. CONNECTIONS
WILL INCLUDE 12” EAST INLET, 8”NORTH INLET,
AND 12”WEST OUTLET.
5. CONNECT MANHOLE I22-07 OUTLET TO 12” PVC
PIPE CONNECTING TO MANHOLE SW-7475,
APPROXIMATELY 116.6'.
6. IF NOT PREVIOUSLY COMPLETED, REMOVE
THE PLUG BETWEEN MANHOLES I22-80 AND
SW-7425, AND PERMANENTLY PLUG THE 18”
OUTLET FEEDING MANHOLE I22-07 AT BOTH
ENDS. PIPE WILL BE ABANDONED IN PLACE.
7. INSTALL A PLUG, AND ABANDON IN PLACE, THE
12” LINE FROM MANHOLE I22-07 TO THE WSLS
WETWELL.
8.…
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