3-Reggio Circle Underdrain Bid Issue.pdf
PDF 6 MB Posted
- Attached to
- Reggio Circle Underdrain RFB
- Solicitation number
- Lehi 2026-04
- Issued by
- Utah County, Utah
About this file
This is a Bid Issue drawing set prepared by EDM Partners for Lehi City, Utah, for the installation of an underdrain collection system at Reggio Circle. The project involves the installation of approximately 260 linear feet of 8-inch fused DR21 HDPE storm drain pipe within the Lehi City roadway and an additional 125 linear feet of 8-inch SDR35 PVC pipe within a Lehi City-owned vacant building lot to collect groundwater. The system includes four storm drain manholes (ranging from 4 to 5 feet in diameter), connection to an existing combo box and catch basin, installation of a drain curtain wrapped in fabric, a clay cut-off wall, and a 12-foot-wide all-weather access road. The project also requires temporary relocation and replacement of dry utilities, including irrigation crossings (8-inch and 14-inch), a 6-inch water crossing, and an 8-inch sanitary sewer crossing. The drawing set, dated March 26, 2026, includes a title sheet, overall site plan, piping profile, and civil details.
The bid issue drawings indicate that all drainage improvements must conform to Lehi City standards and specifications. The contractor is responsible for obtaining required permits, field locating and verifying the horizontal and vertical location of all utilities prior to beginning work, and restoring all disturbed landscape and hardscape to prior condition following installation. The project specifications reference Lehi City Standard Detail SD-09 for manhole and drain curtain construction and include requirements for clean crushed rock drain material meeting specified gradation standards. The drawings note that the project location is preliminary and contingent upon municipal approval, with the engineer coordinating all utility crossings and field verifications prior to construction.
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Other files
| File | Type | Posted |
|---|---|---|
| 2-Schedule of Work.pdf | ||
| 4-Agreement-Template for Construction Related Services.pdf | ||
| 1-Reggio Circle Underdrain RFB 2026-04.pdf |
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Text version
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COMM
EX. VIALETTO
PRESSURIZED
IRRIGATION POND
EX. VIALETTO
DRINKING WATER TANK
EX. W REGGIO
CIRCLE CUL-DE-SAC
REGGIO CIR. UD COLLECTION
PROJECT LOCATION
CLIENT:
NOTES:
PROJECT:
DRAWN BY:
DRAWING NUMBER:
REVIEWED BY:
DATE:
REVISION / ISSUE:
No. DATE REMARKS
C
U se rs \S et h\
E D
M P ar tn er s
D ro pb ox
\P ro je ct s\ Le hi C ity \P
I po nd s\
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\D ra w in gs \R eg gi o C irc le
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2815 East 3300 South Salt Lake City, UT 84109
(801) 305-4670 www.edmpartners.com
Reggio Circle Underdrain
KMN
SMB
March 26, 2026
Lehi City, Public Works 2538 North 300 West Lehi, UT 84043
(385) 201-1000
3/26/26
PROJECT:
DRAWN BY:
REVIEWED BY:
SCALE:
REVISION / ISSUE:
No. DATE REMARKS
C
U se rs \S et h\
E D
M P ar tn er s
D ro pb ox
\P ro je ct s\ Le hi C ity \P
I po nd s\
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1" = 400'
200' 400' 800' 1,200'
Title Sheet
T-1
LEHI CITY, UTAH
LEHI CITY
BID ISSUE DRAWINGS
REGGIO CIRCLE UNDERDRAIN
MARCH 2026
PROJECT VICINITY MAP
SCALE 1" = 400'
LOCATION MAP
PROJECT
LOCATION
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(5490)
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(5
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(5
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(5495)
(5500)
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(5510)
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(5540) (55
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(5535)
(5540)
(5545)
(5550)
(5555)
(5560)
(5565)
(5530)
(5535)
(5540)
5' DIA. PERFORATED WALL
UNDERDRAIN COLLECTION MH
(SEE DT-1)4' DIA. SDMH
4' DIA. SDMH
EX. COMBO BOX
RIM: 5496.91
FL IN: 5492.76 15" (NW)
FL IN: 5492.76 8" (N)
FL OUT: 5492.76 15" (SW)
EX. CATCH BASIN
RIM: 5496.69
FL OUT: 5492.89 15" (SE)
EX. SDMH
8" WHITE SDR35 PVC SD
8" PVC SD
6" PERFORATED
ADS UD @ ~0.5%
5+
0+00
1+
2+00
3+
4+
DRAIN CURTAIN. WRAPPED
IN FABRIC. SEE DT-1
CLAY CUT-OFF
WALL. SEE DT-1
11' (TYP.)
LOT LINE
EX. COMM BOX (PROTECT IN PLACE)
CONTRACTOR TO (TEMPORARILY) MOVE
AND REPLACE DRY UTILITIES AS REQUIRED
EX. 8" IRR XING
EX. 6" WTR XING
EX. 14" IRR XING
EX. 8" SS XING
NOTE: POTHOLE UTILITY
CROSSINGS PRIOR TO
CONSTRUCTION (COORDINATE
WITH ENGINEER)
CORE NEW 8" HDPE SD
INTO EX. COMBO BOX
8" DR21 HDPE SD
PROTECT EX. CURB AND GUTTER IN
PLACE AS POSSIBLE. MAINTAIN
CLEAR FROM EX. SEWER AS POSSIBLE
EX. SSMH
RIM: 5534.45
IE OUT: 5524.25 8" (NW)
EX. SSMH
EX. SSMH
EX. SSMH
EX. SSMH
EX. 8" SS
EX. 8" SS
EX. 8" SS
EX. 8" SS
RE
G
G
IO
C
IR
CL
E
NOTE: FUTURE HOME.
ASSUME MAIN LEVEL
FF ~5533'
10' PUE
20' SD EASEMENT (TO BE
RECORDED ON THIS LOT)
INSTALL 8"x4" PVC WYE ~2'
BEHIND PUE AND 15LF 4" PVC
LATERAL STUB (CAP & MARK)
EX. 15" RCP SD
EX. 15" RCP SD
NEW
WET PERIMETER
(SURVEYED BY
EDM 2/10/26)
SURFACE DRAINAGE
FLOW LINES (SURVEYED
BY EDM 2/10/26)
12' WIDE ALL WEATHER
ACCESS ROAD, SEE DT-1
APPROXIMATE ASPHALT
SAW CUT LINE, TYP.
PROJECT:
DRAWN BY:
REVIEWED BY:
SCALE:
REVISION / ISSUE:
No. DATE REMARKS
C
U se rs \S et h\
E D
M P ar tn er s
D ro pb ox
\P ro je ct s\ Le hi C ity \P
I po nd s\
V ia le tto
\D ra w in gs \R eg gi o C irc le
U D
\2 a nd
. C -1 a nd
P P-
R eg gi o U
D .d w g
1" = 20'
20' 40' 60'
Overall Site Plan
C-1
CLIENT:
NOTES:
PROJECT:
DRAWN BY:
DRAWING NUMBER:
REVIEWED BY:
DATE:
REVISION / ISSUE:
No. DATE REMARKS
C
U se rs \S et h\
E D
M P ar tn er s
D ro pb ox
\P ro je ct s\ Le hi C ity \P
I po nd s\
V ia le tto
\D ra w in gs \R eg gi o C irc le
U D
\2 a nd
. C -1 a nd
P P-
R eg gi o U
D .d w g
2815 East 3300 South Salt Lake City, UT 84109
(801) 305-4670 www.edmpartners.com
Reggio Circle Underdrain
KMN
SMB
March 26, 2026
Lehi City, Public Works 2538 North 300 West Lehi, UT 84043
(385) 201-1000
3/26/26
1. THIS DRAWING IS CONSIDERED PRELIMINARY UNLESS
AFFIXED WITH A MUNICIPAL APPROVAL OR
ACCOMPANIED BY A SEPARATE APPROVAL DOCUMENT.
2. ALL DRAINAGE IMPROVEMENTS SHALL CONFORM WITH
THE STANDARDS AND SPECIFICATIONS OF LEHI CITY.
3. APPROXIMATE LOCATION OF KNOWN UTILITIES HAS
BEEN SHOWN ON PLANS AND IS BASED ON
INFORMATION PROVIDED BY THE UTILITY.
COMPLETENESS AND ACCURACY CANNOT BE
CONFIRMED. CONTRACTOR TO FIELD LOCATE AND
VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF
ALL UTILITIES PRIOR TO BEGINNING WORK.
COORDINATE WITH ENGINEER.
4. ALL DISTURBED LANDSCAPE AND HARDSCAPE MUST BE
RESTORED TO PRIOR CONDITION FOLLOWING
INSTALLATION OF UTILITIES.
5. CONTRACTOR REQUIRED TO OBTAIN ANY REQUIRED
PERMITS.
0+001+002+003+004+005+00
PIPING PROFILE
C-1
SCALE: 1" = 20' (HORIZ.), 1" = 5' (VERT.)
EX
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M
BO
B
O X
ST
A
4+
.7 0, .3
5' R
T.
RI
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.9
FL
IN
.7
(N
W
FL
IN
.7
8"
N
FL
O U
T:
2.
5"
SW
15" RCP SD
EX
CA
TC
H B
AS
IN
ST
A
4+
.3 1, 5.
' R
T.
RI
M
.6
FL
O
U T:
2.
5"
SE
8" HDPE SD
(AVG. SLOPE ~9.3%)
8" HDPE SD
SD
-8
2, ' D
IA
SD
M H
ST
A
1+
.4
RI
M
.1
FL
IN
.0
8"
N
FL
O
U T:
9.
(W
105.36 LF OF 8" PVC
SD @ 0.82%
27.72 LF OF 8" PVC
SD @ 0.50%
SD
-8
4, ' D
IA
PE
RF
O
RA
TE
D
SD
M H
ST
A
0+
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RI
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.9
FL
IN
.5
6"
SE
FL
O
U T:
0.
(W
N O
TE
SE
E
DT
-1
6" PERFORATED ADS UD
EX. 8" SS
EX. 8" SS
EX
SS
M
H
ST
A 3+
.0
3, .8 0'
R T.
RI
M
.0
IE
IN
.5
8"
N E)
IE
O
U T:
5.
S)
EX
SS
M
H
ST
A 2+
.1
5, .5 5'
R T.
RI
M
.4
IE
IN
.9
8"
E)
IE
O U
T:
4.
SW
EX. 8" SS
EX
SS
M
H
ST
A 1+
.6
9, .2 8'
R T.
RI
M
.9
IE
IN
.9
8"
SE
IE
O
U T:
3.
W
SD
-8
3, ' D
IA
SD
M H
ST
A
0+
.0
RI
M
.8
FL
IN
.8
8"
E)
FL
O U
T:
9.
(S
DRAIN CURTAIN.
WRAPPED IN FABRIC.
SEE DT-1
CLAY CUT-OFF
WALL. SEE DT-1
EX. 8" IRR XING
EX. 6" WTR XING
EX. 14" IRR XING
EX. 8" SS XING
NOTE: POTHOLE UTILITY
CROSSINGS PRIOR TO
CONSTRUCTION (COORDINATE
WITH ENGINEER). ASSUMED
COVER PER LEHI CITY STANDARDS
(MAINTAIN 12" MIN CLEAR)
~5
~5 ' ~4
~1 0.
2'
CONNECT NEW 8" HDPE
SD TO EX. COMBO BOX
(MATCH OUTLET INVERT
WITH INLET CORE)
N
EW
EXISTING GRADE
EXISTING REGGIO CIR.
CURB & GUTTER
~4
TY
P.
ADD 8"x4" WYE
FOR SD STUB
STA 1+47.20
EL = 5519.26
PROJECT:
DRAWN BY:
REVIEWED BY:
SCALE:
REVISION / ISSUE:
No. DATE REMARKS
C
U se rs \S et h\
E D
M P ar tn er s
D ro pb ox
\P ro je ct s\ Le hi C ity \P
I po nd s\
V ia le tto
\D ra w in gs \R eg gi o C irc le
U D
\2 a nd
. C -1 a nd
P P-
R eg gi o U
D .d w g
1" = 20'
20' 40' 60'
Pipe Profile
PP-1
CLIENT:
NOTES:
PROJECT:
DRAWN BY:
DRAWING NUMBER:
REVIEWED BY:
DATE:
REVISION / ISSUE:
No. DATE REMARKS
C
U se rs \S et h\
E D
M P ar tn er s
D ro pb ox
\P ro je ct s\ Le hi C ity \P
I po nd s\
V ia le tto
\D ra w in gs \R eg gi o C irc le
U D
\2 a nd
. C -1 a nd
P P-
R eg gi o U
D .d w g
2815 East 3300 South Salt Lake City, UT 84109
(801) 305-4670 www.edmpartners.com
Reggio Circle Underdrain
KMN
SMB
March 26, 2026
Lehi City, Public Works 2538 North 300 West Lehi, UT 84043
(385) 201-1000
3/26/26
~34 LF 6" PERFORATED
ADS UNDERDRAIN PIPE
(@ SLOPE ~0.5%. SEE PP-1)
8" PVC STORM PIPE
(SEE PP-1)
CLAY CUTOFF WALL
~2' THICK, ~6' WIDE (KEY 2' MIN
INTO TRENCH SIDE WALLS),
~12.5' TALL (AS REQUIRED)
~2
~2' ~35'
~1
~1
NATIVE BACKFILL
FABRIC WRAP (ORANGE):
MAHOLE AND DRAIN CURTAIN.
LAP ALL SEAMS A MIN OF 12"
SOLID BOTTOM MANHOLE
5' Ø PERFORATED UNDERDRAIN MANHOLE
NOTE: ADAPTED FROM LEHI CITY
STANDARD DETAIL SD-09
1-1/2" DIA. DRAIN
HOLE. 12" O.C. (TYP.)
INSTALL 8" THICK CONCRETE FIELD JOINT
COMPOUND AROUND PIPE. CLEAN CUT PIPES
PRIOR TO PLACEMENT OF GROUT (TYP.)
30" DIA. MANHOLE
RING AND COVER
MANHOLE RISERS, AS REQUIRED
FF/INV OUT
= 5520.0'
INV IN =
5520.5'
RIM ~ 5532.0'
FINISH GRADE
SCALE: NONE-
A UNDERDRAIN COLLECTION DETAIL (SECTION)
CAP END
TO STORM
DRAIN MANHOLE
DRAIN CURTAIN
~3' WIDE, ~35' LONG, ~13' TALL (HEIGHT AS REQUIRED)
DRAIN ROCK SHALL BE CLEAN CRUSHED ROCK
CONFORMING TO THE FOLLOWING GRADATION:
SCREEN % PASSING
1-1/2" 100% 3/4" 5%
NOTE: INCLUDE WRAPPED DRAIN
CURTAIN 2' THICK AROUND
PERFORATED MAHNHOLE
CLIENT:
NOTES:
PROJECT:
DRAWN BY:
DRAWING NUMBER:
REVIEWED BY:
DATE:
REVISION / ISSUE:
No. DATE REMARKS
C
U se rs \S et h\
E D
M P ar tn er s
D ro pb ox
\P ro je ct s\ Le hi C ity \P
I po nd s\
V ia le tto
\D ra w in gs \R eg gi o C irc le
U D
\4 .D
T -1
.d w g
2815 East 3300 South Salt Lake City, UT 84109
(801) 305-4670 www.edmpartners.com
Reggio Circle Underdrain
KMN
SMB
March 26, 2026
Lehi City, Public Works 2538 North 300 West Lehi, UT 84043
(385) 201-1000
3/26/26
PROJECT:
DRAWN BY:
REVIEWED BY:
REVISION / ISSUE:
No. DATE REMARKS
C
U se rs \S et h\
E D
M P ar tn er s
D ro pb ox
\P ro je ct s\ Le hi C ity \P
I po nd s\
V ia le tto
\D ra w in gs \R eg gi o C irc le
U D
\4 .D
T -1
.d w g
Civil Details
DT-1
| 1.T-1-1 |
| 2 and 3. C-1 and PP-1 Reggio UD-C-1 |
| 2 and 3. C-1 and PP-1 Reggio UD-PP-1 |
| 4.DT-1-DT-1 |
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