DERR-2025-001282

195 North 1950 West • Salt Lake City, UT
Mailing Address: P.O. Box 144840 • Salt Lake City, UT 84114-4840
Telephone [phone] • Fax [phone] • T.D.D. [phone]
www.deq.utah.gov
Printed on 100% recycled paper
State of Utah

SPENCER J. COX
Governor
DEIDRE HENDERSON
Lieutenant Governor
Department of
Environmental Quality
Kimberly D. Shelley
Executive Director
DIVISION OF ENVIRONMENTAL
RESPONSE AND REMEDIATION
Brent H. Everett
Director
January 7, 2025
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Alan Jenkins
Environmental Contractors, Inc.
931 East 800 North
Mapleton, Utah 84664
Re: Work Plan and Budget No. NIM-06 Bid Schedule Request
Petroleum Storage Tank Fund
Magna Mart, located at 8588 West 2700 South, Magna, Utah
Facility Identification No. 4000122, Release Site NIM
Dear Mr. Jenkins:
The Division of Environmental Response and Remediation (DERR) received a revised
Work Plan and Budget (WP&B) on September 23, 2024. The WP&B dated September 12, 2024,
was prepared by Pure Enviro Management, LLC. The WP&B is for additional subsurface
investigation, the replacement of seven on-site wells, and site restoration.
As per discussions with your consultant, Pure Environmental, there is insufficient
information included in the WP&B to assess costs that may be improvements to the property and
which have been included as part of site restoration. Please resubmit a revised WP&B for this work,
including an itemized Bid Specification and Schedule, by February 10, 2025. A sample Bid
Specification and Schedule has been provided as an example of items reimbursable by the fund, but
it is not intended to cover all project requirements. Your engineer should prepare a comprehensive
Bid Specification and Schedule for this project with reimbursable costs outlined in the example
broken out separately.
Pursuant to Utah Admin. Code R311-207-4(8), you are required to obtain a minimum of
three competitive bids by responsive bidders, or you must provide an acceptable sole source
justification. In order to assist you in obtaining competitive bids, please see the attached list of local
contractors. Also, previously submitted WP&Bs included bids that combined projects that included
costs to be covered by the owner and costs to be covered by the Petroleum Storage Tank Fund (PST
Fund).
ERRA-21-24
Facility ID# 4000122
Page 2
Please separate out the work and costs to be covered by the PST Fund for the DERR review.
If bidders cannot or will not separate costs in this manner, you may need to obtain separate bids for
PST Fund covered work.
In accordance with the Cost Guidelines for Utah Underground Storage Tank Sites, costs of
upgrading or improving a site are ineligible for reimbursement from the PST Fund. This includes
costs associated with redevelopment to meet state and local permitting and code requirements, such
as upgrades to structures, curb, gutters, and stormwater drainage, and will remain the responsibility
of the property owner. Additionally, the PST Fund cannot cover an improvement that was not
present before the remediation project began and bids should clearly show the work being done so
a determination of costs that can be reimbursed are easily distinguishable from those that are not
reimbursable.
If you have any questions, please contact Nicole Chavez, the DERR project manager, at
[phone].
Sincerely,
Brent H. Everett, Director
Division of Environmental Response and Remediation
BHE/NMC/ss
Enclosures: Bid Specification and Schedule
cc: Dorothy Adams, Executive Director, Salt Lake County Health Department
Ron Lund, Environmental Health Director, Salt Lake County Health Department
William Moore, Pure Enviro Management, LLC
UNIT PRICES
Contractor shall complete the portion of the Bid Schedule for listing unit prices, inserting its unit
Bid price for each item. The unit Bid price times the quantity determines the total price for each
Bid item. The summation of total Bid prices results in the Contract Total Price. In the case of an
error in extension, the unit price shall govern. Failure to enter a price for any Bid item will cause
the entire Bid to be thrown out as non-responsive.
Unit prices shall include all Contractor’s costs, expenses, general conditions, overhead, labor,
material, supervision, tools, equipment, insurance, bond premiums, taxes, fringe benefits,
coordination and all other necessary costs, including the Contractor’s profit.
Unit prices shall not increase by any change in material prices, wage rates or any other escalatory
factors and shall remain in effect through the duration of the Remediation Project unless otherwise
stated.
The Work shall be furnished and installed complete in every respect or deleted from the Work in
accordance with the Bid Schedule listed. Unit prices shall be based upon all Work complete in
place in accordance with all applicable requirements of the Contract Documents.
List of local Wasatch Front companies that could be included in the minimum of three consecutive
bids:
Company Name Location/Address Telephone
ET Technologies Salt Lake City 801-977-0731
Direct Push Services Salt Lake 801-477-7077
Spackman Salt Lake 801-598-7928
Enviro Care North Salt Lake 801-299-1900
Pacific West Salt Lake 480-485-0295
Snap Trucking American Fork 801-830-7745
Bid Schedule
No. Item Quantity
Estimate
Units Unit Price Total
1 Concrete replacement for red outlined area
in attached map
Ft³ $ $
2 Concrete grading for red outlined area in
attached map
Ft³ $ $
3 Concrete cost for new curb (approx. 72
feet of swell curbing)
Ft³ $ $
4 Trenching associated with the
reinstallation and reconnection to the
Storm Catch Basin Drain Box
Ft $ $
5 Piping associated with the reinstallation
and reconnection to the Storm Catch Basin
Drain Box
Ft $ $
6 Permitting costs associated with the
reinstallation and reconnection to the
Storm Catch Basin Drain Box and
associated piping within the red outlined
area
1 Lump Sum $ $
7 Installation and connection cost to surface
drain in red outlined area in attached map
1 Lump Sum $ $
Bid Total $
Bid Schedule
1
BID SCHEDULE
PART 1 GENERAL
1.01 BIDDER
A. Company Name ___________________________________________
B. Company Address _________________________________________
C. Company Phone Number ___________________________________
1.02 CONSTRUCTION CONTRACT
A. Name of Project: Magna Mart
Project No. _______________
Contract No. _________________
Bidding No. _________________
1.02 RELATED REQUIREMENTS
A. APWA 01 29 00: Payment Procedure.
1.03 SCHEDULES TO BE ADDED TO THE AGREEMENT
A. This Bid Schedule contains the schedules of prices which will be incorporated into the
Agreement by reference. It is the intent that these schedules of prices covers all work and
materials necessary for all the work shown on the plans. Payment for work items for
which no bid item exists shall be considered incidental to and part of the price shown on
the bid that such item most nearly accommodates. Payment for all items shall be full
compensation for furnishing and installing the item designated.
1.04 SCHEDULES OF PRICES
A. Total Price for Schedule 1 – PST Fund Eligible Work $
B. Total Price for Schedule 2 – PST Fund Non-Eligible Work $
C. Total of All Schedules $
Bid Schedule
2
D. Schedule 1: PST Fund Eligible Work (Inside the red line boundary shown on the attached
figure)
Item
No.
Specification Reference Number
Classification of Unit Price Work
Quantity
Unit Unit Price Amount
1
Division 1
Mobilization, Traffic Control, Permitting, Survey
(North Split)
1
Lump Sum
$ $
2 02 41 13
Remove Concrete Storm Drain Inlet Box
1
Each
$ $
3 02 41 13
Remove 8 Inch C900 PVC Drain Pipe
24
Foot
$ $
4
02 41 13
Remove Concrete Flatwork
(Northwest Corner of Store)
79
Square Foot
$ $
5 02 41 13
Remove Concrete Flatwork (Swale Gutter)
72
Foot
$ $
6 02 41 14
Remove Concrete Pavement (North Area)
1,978
Square Foot
$ $
7 02 41 14
Remove Asphalt Pavement (North Area)
3,439
Square Foot
$ $
8 32 01 10
Remove and Replace 6 Foot Chain Link Fence
83
Foot
$ $
9
32 05 10
Parking Lot Grading and Subgrade Preparation
(North Area)
5,417
Square Foot
$ $
10
32 11 23
Untreated Base Course (Parking Lot Pavement)
(North Area)
134
Cubic Yard
$ $
11
32 13 13
Restore Concrete Pavement (7 Inch Thick)
(Parking Lot) (North Area)
5,417
Square Foot
$ $
12
32 17 23
Restore Parking Lot Pavement Markings (North
Area)
1
Lump Sum
$ $
13 33 41 00
Concrete Storm Drain Inlet Box
1
Each
$ $

Bid Schedule
3
Item
No.
Specification Reference Number
Classification of Unit Price Work
Quantity
Unit Unit Price Amount
14 33 41 00
8 Inch C900 PVC Storm Drain Pipe
24
Foot
$ $

Schedule 1 Total (Enter in Paragraph 1.04) = $______________________________

BID SCHEDULE CONTINUES ON NEXT PAGE

Bid Schedule
4

E. Schedule 2: PST Fund Non-Eligible Work (Outside the red line boundary shown on the
attached figure, except as noted)
Item
No.
Specification Reference Number
Classification of Unit Price Work
Quantity
Unit Unit Price Amount
1
Division 1
Mobilization, Traffic Control, Permitting, Survey
(South Split)
1
Lump Sum
$ $
16
02 41 13
Remove Canopy and Supports to Below Subgrade
(South Area)
1
Lump Sum
$ $
17 02 41 14
Remove Concrete Pavement (South Area)
3,391
Square Foot
$ $
18 32 16 13
30” Concrete Curb and Gutter (All)
325
Foot
$ $
19 32 16 13
Concrete Sidewalk (All)
590
Square Foot
$ $
20 32 16 13
Concrete Driveway - 7 Inch Thick (All)
188
Square Foot
$ $
21 31 05 13
Landscape Rock (All)
21
Cubic Yard BY OTHERS
22
32 05 10
Parking Lot Grading and Subgrade Preparation
(South Area)
3,391
Square Foot
$ $
23
32 11 23
Untreated Base Course (Parking Lot Pavement)
(South Area)
84
Cubic Yard
$ $
24
32 13 13
Restore Concrete Pavement (7 Inch Thick)
(Parking Lot) (South Area)
3,391
Square Foot
$ $
25
32 17 23
Restore Parking Lot Pavement Markings (South
Area)
1
Lump Sum
$ $
26 32 84 23
Irrigation (All)
1,697
Square Foot BY OTHERS
27 32 84 23
Turf (All)
40
Square Yard BY OTHERS

Bid Schedule
5

Item
No.
Specification Reference Number
Classification of Unit Price Work
Quantity
Unit Unit Price Amount
28 32 93 43
Deciduous Shrub (All)
15
Each BY OTHERS
29 32 93 43
Deciduous Tree (All)
5
Each BY OTHERS
30
33 41 00
Underground Drainage Detention Structure (R-
Tank SD or Equal) (All)
828
Cubic Feet
$ $
31 33 41 00
12 Inch C900 PVC Storm Drain Pipe
43
Foot
$ $
32 33 41 00
Catch Basin with Pretreatment Hood
1
Each
$ $
33 33 41 00
Cleanout Box
1
Each
$ $

Schedule 2 Total (Enter in Paragraph 1.04) = $______________________________

END OF BID SCHEDULE

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SEE DETAIL, SHEET C201
REMOVE AND REPLACE EXISTING
CURB ANO GUTTER WITH 2'-6• CURB
AND GUTTER, TYPE A
SEE APWA PLAN NO. 205
LEGEND
TYPICAL CURB AND GUTTER END DETAIL
SEE DETAIL, SHEET C201
CONCRETE SIDEWALK
SEEAPWAPLAN NO. 231
REMOV E AND REPLACE
EXISTING PAVEMENT TO EDGE
OF BUILDING
--------R
-----..---RtW ---~----
FLARE DRIVEWAY APPROACH
SEE APWA PLAN NO. 221.2
PAVEMENT
SEE DETAIL, SHEET C201
ASPHALT CONCRETE PAVEMENT TIE IN
SEE APWA PLAN NO. 251
4" SOLID WHITE PAINT
SAWCUT PAVEMENT
NOTE :
DIMENSIONS ARE TO FACE OF CURB
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ELECTRONIC
P
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F ESSIONAL
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N
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No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
EPP
MSD
MSD
MSD
MAIN STREET
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ELEV= 4251.841
E= 1474872.288
N= 7429249.289
MONUMENT
ELEV= 4261.344
E= 1474854.961
N= 7428565.816
CONTROL POINT, NAIL
ELEV= 4277.424
E= 1471284.199
N= 7428376.071
SECTION CORNER
ELEV= 4280.56
E= 1471283.337
N= 7428287.807
MONUMENT 9180 WEST
ELEV= 4264.067
E= 1474842.302
N= 7428364.312
CONTROL POINT, NAIL
C100
MSD
WV
SCALE IN FEET
100 20 30 40
ELEV= 4264.844
E= 1475191.324
N= 7428295.347
CONTROL POINT, NAIL
ELEV= 4264.286
E= 1474970.057
N= 7428355.491
CONTROL POINT, NAIL
S FASTRAC
S BUS
S ST
BUILDING
LIGHT POLE
STORM DRAIN, DROP INLET
STORM DRAIN, MANHOLE
ROOF DRAIN
STEEL POLE
BOLLARD
WATER, HOSE BIB
WATER, FIRE HYDRANT
WATER, VALVE
COLUMN
WATER, WELL
FENCE
SIGN, "FASTRAC"
SIGN, STREET
SIGN, BUS
LEGEND

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ELECTRONIC
P
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F ESSIONAL
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No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
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LEGEND
1
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SEE DETAIL, SHEET C201
2'-6" REVERSE CURB AND GUTTER
4
5
SEE DETAIL, SHEET C201
TYPICAL CURB AND GUTTER END DETAIL
6
7
8 4" SOLID WHITE PAINT
SEE APWA PLAN NO. 205
AND GUTTER, TYPE A
CURB AND GUTTER WITH 2'-6" CURB
REMOVE AND REPLACE EXISTING
SEE APWA PLAN NO. 231
CONCRETE SIDEWALK
SEE DETAIL, SHEET C201
PAVEMENT
SEE APWA PLAN NO. 251
ASPHALT CONCRETE PAVEMENT TIE IN
9 SAWCUT PAVEMENT
SEE APWA PLAN NO. 221.2
FLARE DRIVEWAY APPROACH
C101
UNLESS NOTED OTHERWISE.
DIMENSIONS ARE TO FACE OF CURB
NOTE:
SCALE IN FEET
100 20 30 40
13'-0"11'-3"
2
4
'
-
0
"
9'-0"
8'-0"
75'-0"
1
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"
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10'-0"7'-8"
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9
7'-0"
9'-0"
TYP.
4'-0"
EXISTING GUTTER
EXISTING GUTTER
OF BUILDING
EXISTING PAVEMENT TO EDGE
REMOVE AND REPLACE
10 BELOW SUBGRADE
REMOVE CANOPY AND SUPPORTS TO
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TA
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ELECTRONIC
P
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F ESSIONAL
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N
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No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
N
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C102
1
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3
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Y= GRATE ELEV.
X = PIPE INVERT ELEV.
SEE APWA PLAN NO. 332.1
2'x 3' CLEANOUT BOX CATCH BASIN
15" RCP STORM DRAIN PIPE
SEE DETAIL, SHEET C202
CATCH BASIN BOX CONTROL
Y= SOLID LID ELEV.
X = PIPE INVERT ELEV.
Y= SLOPE
X= LENGTH8" C900 PVC STORM DRAIN PIPE
Y= TOP OF R-TANK
X= BOTTOM OF R-TANK
LEGEND4263.56
TOA
X
4263.19
TOA
X
4263.35
TOA
X
4263.73
TOA
X
4264.35
TOA X
4264.65
TOA
X
4264.09
TOA
X
4264.24
TOA
X
4263.90
TOA
X
4263.60
TOA
X
4263.80
TOA
X
4263.80
TOA
X
4264.50
TOA
X
MATCH EXIST.
4264.41
TOA
X
MATCH EXIST.
4264.37
TOA
X
4263.77
TOAX
4263.72
TOA
X
4263.4
TOA
X
4263.56
TOA
X
4263.67
TOA
X
4263.67
TOA
X
4263.03
TBC
X
4262.93
TBC - LOW
X
4263.25
TBC - LOW
X
4264.07
TBC
X
MATCH EXIST.
4264.28
TOA
X
MATCH EXIST.
4263.79
TOA
X
MATCH EXIST.
4263.52
TOA
X
4264
4
2
6
4
4
2
6
4
4
2
6
4
0.0%
-0.5%
-0.5%
-2.25%
-
0
.
8
9
%
-1 .6%
-
1
.
0
%
-0.4%
-0
.
7
%
-2
.
5
%
-0
.
9
%
4264.00
TOA
X
4263.49
TOA
X
1
3
4
5
4261.81 PRETREATMENT HOOD
4263.06
23.68'
0.5%
14.4
1.0%
I.E. 4261.69
I.E. 4261.74
I.E. 4261.50
MAIN STREET
B
U
C
C
A
N
E
E
R

D
R
I
V
E
-1
.
0
%
-0.4
%
-1
.
0
%
4263.20
TBC
X
4263.75
TBC
X
3 4.0'
1.0%
2
STORAGE CAPACITY
828 CU. FT. REQ'D
4263.20
4261.69
SCALE IN FEET
100 20 30 40
4264.22
TOA
X
4264.41
TOA
X
-1.5%
-1.9%
-1.9
%
-2.6%
-3.2
%
-3.5%-1.0%-3.6%-5.0
%
-1.6%
-1.2%
DOWNSPOUT
DRAIN
EXISTING ROOF
EXISTING GUTTER
REMOVE AND REPLACE
4264.89
FLOOR
FINISHED
FOR DESIGN STORM EVENT
HIGHWATER ELEV. 4263.16
5
R-TANK "DOUBLE" SD OR EQUAL
UNDERGROUND DRAINAGE DETENTION STRUCTURE
Y= TOP OF R-TANK
X= BOTTOM OF R-TANK
MOUNTED TO SOUTH WALL
2 INCH DIA ORIFICE PLATE WITH
4265.33
4261.64
D
A
T
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C
H
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C
K
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Y
D
R
A
W
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D
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2
4
-
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2
5
D
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P
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E
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T

N
O
.
DRAWING NO.
8
5
8
8

W
.

M
A
G
N
A

M
A
I
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S
T
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E
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O
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2
1
0
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-
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S
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N
D
R
I
C
K
S
M
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K
.

S
M
I
T
H
S
TA
TE OF U TAHSEAL
ELECTRONIC
P
R
O
F ESSIONAL
E
N
GI
N
E
E
R
No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
EPP
MSD
MSD
MSD
MAIN STREET
B
U
C
C
A
N
E
E
R

D
R
I
V
E
N
S
E
D
I
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T

A
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D

E
R
O
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I
O
N

C
O
N
T
R
O
L
ELEV= 4251.841
E= 1474872.288
N= 7429249.289
MONUMENT
ELEV= 4261.344
E= 1474854.961
N= 7428565.816
CONTROL POINT, NAIL
ELEV= 4277.424
E= 1471284.199
N= 7428376.071
SECTION CORNER
ELEV= 4280.56
E= 1471283.337
N= 7428287.807
MONUMENT 9180 WEST
ELEV= 4264.067
E= 1474842.302
N= 7428364.312
CONTROL POINT, NAIL
C103
MSD
WV
SCALE IN FEET
100 20 30 40
ELEV= 4264.844
E= 1475191.324
N= 7428295.347
CONTROL POINT, NAIL
ELEV= 4264.286
E= 1474970.057
N= 7428355.491
CONTROL POINT, NAIL
S FASTRAC
S BUS
S ST
BUILDING
LIGHT POLE
STORM DRAIN, DROP INLET
STORM DRAIN, MANHOLE
ROOF DRAIN
STEEL POLE
BOLLARD
WATER, HOSE BIB
WATER, FIRE HYDRANT
WATER, VALVE
COLUMN
WATER, WELL
FENCE
SIGN, "FASTRAC"
SIGN, STREET
SIGN, BUS
1
2
3
SILT FENCE
4
CONCRETE WASHOUT
ON-SITE PORTABLE RESTROOM
DUMPSTER
5 STABILIZED ROADWAY ENTRANCE
2
3
4
5
1
1
1
1
LEGEND

D
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B
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B
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2
4
-
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P
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N
O
.
DRAWING NO.
8
5
8
8

W
.

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A
G
N
A

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I
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MAIN STREET
B
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N
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C104
UNLESS NOTED OTHERWISE.
DIMENSIONS ARE TO FACE OF CURB
NOTE:
SCALE IN FEET
100 20 30 40
M
K
S
U
P
D
A
T
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T
O

C
A
N
O
P
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A
R
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B
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0
1
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2
1
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0
2
5
(SIKAFLEX OR EQUAL)
JOINT SEALANT
SAWCUT JOINTCLASS 4000 CONCRETE
UNTREATED BASE COURSE
CONTROL JOINT TYP
EXPANSION BOARD
EXPANSION BOARD
EXPANSION BOARD
EXPANSION BOARD
EXISTING BUILDING
1
/
3

D
7
"
8
"
CONTROL JOINT

JOINT LAYOUT PLAN

D
A
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D
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T

N
O
.
DRAWING NO.
8
5
8
8

W
.

M
A
G
N
A

M
A
I
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S
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O
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2
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0
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1
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7
S
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A
.

H
E
N
D
R
I
C
K
S
M
.

K
.

S
M
I
T
H
S
TA
TE OF U TAHSEAL
ELECTRONIC
P
R
O
F ESSIONAL
E
N
GI
N
E
E
R
No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
Know what'sbelow.
before you dig.Call
R
6
"
8
"
2'-0"6"
2'-6"
6
"
6
"
1
'
-
2
"
LOT EXCAVATE CLAY AND REPLACE WITH GRANULAR BORROW FILL
IF CLAY POCKETS ARE ENCOUNTERED IN EXCAVATING THE PARKING 1.
"2
11
"2
1R=1
6" UNTREATED BASE COURSE

BASE COURSE
8" UNTREATED
2'-6" CURB & GUTTER
OR FLATTER
TRANSITION FLOWLINE TO GRADE
SURFACE
ASPHALT CONCRETE 1
10
D
E
T
A
I
L
S
C201
PAVEMENT NOTES:
PAVEMENT
3
-
TYPICAL CURB AND GUTTER END DETAIL
1
-
2'-6" REVERSE CURB AND GUTTER
2
"
6" UNTREATED BASE COURSE
CONCRETE
7" CLASS 4000

PAVEMENT SECTION
2
-
M
K
S
U
P
D
A
T
E

P
A
V
E
M
E
N
T
B
A
G
0
1
/
2
1
/
2
0
2
5
D
A
T
E
C
H
E
C
K
E
D

B
Y
D
R
A
W
N

B
Y
D
E
S
I
G
N
E
D

B
Y
2
4
-
J
A
N
-
2
0
2
5
D
G
N

F
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:

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2
2
\
0
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6
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I
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O
N
P
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O
J
E
C
T

N
O
.
DRAWING NO.
8
5
8
8

W
.

M
A
G
N
A

M
A
I
N

S
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B
.

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2
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A
N
-
2
0
2
5
2
0
2
1
0
5
-
0
0
7
S
.
A
.

H
E
N
D
R
I
C
K
S
M
.

K
.

S
M
I
T
H
S
TA
TE OF U TAHSEAL
ELECTRONIC
P
R
O
F ESSIONAL
E
N
GI
N
E
E
R
No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
A A
B
B
3"
8
"
OR APPROVED EQUAL
D&L SUPPLY FU-3136
BICYCLE SAFE GRATE AND FRAME
3"
3
"
6"6"
6
"
3'-0"
3
'
-
0
"
3'-0"
2'-6"
2
'
-
6
"
S
E
E

U
T
I
L
I
T
Y

P
L
A
N

S
H
E
E
T
V
A
R
I
E
S
EACH WAY
#5 BARS @ 12" O.C.
3
"
MATCH GRADE
SLOPE LID TO OR APPROVED EQUAL
D&L SUPPLY FU-3136
BICYCLE SAFE GRATE AND FRAME
EACH WAY
#5 BARS @ 12" O.C.
Know what'sbelow.
before you dig.Call
R

ACCESS PORT, 6" OPENING
REMOVABLE WATERTIGHT
PIPE ADAPTER
1" PVC ANTI-SIPHON
PIPE ADAPTER
1" PVC ANTI-SIPHON
(HIDDEN)
OUTLET PIPE
DRILLED HOLE
(NARROW END OUT)
EXPANSION CONE
ANCHOR SHIELD
STAINLESS BOLT

(TRIM TO LENGTH)
PSA BACKING
FOAM GASKET W/
MOUNTING FLANGE

(SEE DETAIL A)
ANCHOR W/ BOLT

(SEE DETAIL B)
STRUCTURE
BETWEEN HOOD AND
GASKET COMPRESSED
DISTANCE OF 6" FOR PIPES 12" I.D.
DISTANCE EQUAL 1/2 THE OUTLET PIPE DIAMETER WITH A MINIMUM
5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A
OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATION.
4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY
(SEE CONFIGURATION DETAIL)
PORT, A MOUNTING FLANGE, AND AN ANTI-SIPHON VENT AS DRAWN.
3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS
MINIMUM 0.125" LAMINATE THICKNESS.
RESIN COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A
2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED
OR PRE-APPROVED EQUAL
WEB SITE: www.bmpinc.com
TOLL FREE: [phone] OR [phone]
[phone], [phone] FAX
LYME, CT 06371
53 MT. ARCHER RD.
BEST MANAGEMENT PRODUCTS, INC.
QUALITY STRUCTURES SHALL BE AS MANUFACTURED BY:
ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER 1.
MINIMUM DISTANCE FOR PIPES <12" I.D. IS 6".
OUTLET PIPE DIAMETER (MIN.) BELOW THE PIPE INVERT. 2
1OF
IS A DISTANCE POSITION HOOD SUCH THAT BOTTOM FLANGE
DIA.2
1
MOUNTING FLANGE
10. SEAL HOOD AROUND ORIFICE PLATE WITH WATER TIGHT SEAL.
ANCHOR SHIELDSE.
STAINLESS STEEL BOLTS
" 8
3OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING C.
PVC ANTI-SIPHON VENT PIPE AND ADAPTER B.
INSTALLATION INSTRUCTIONS A.
INSTALLATION KIT SHALL INCLUDE:
MANUFACTURER SUPPLIED INSTALLATION KIT.
INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH 9.
BY MANUFACTURER. (SEE INSTALLATION DETAIL)
3/8" STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED
8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH
BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL.
THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL 7.
AND A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION.
THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" 6.
3
'
-
0
"
PROCEDURES.
MANUFACTURERS RECOMMENDED
WITH PRETREATMENT HOOD FOLLOW
MINIMUM SUMP DEPTH OF 12", OR *
C202
D
E
T
A
I
L
S
PRETREATMENT HOOD

PRETREATMENT HOOD NOTES:
CONFIGURATION DETAIL
INSTALLATION NOTE:
DETAIL B
DETAIL A
SIDE VIEW FRONT VIEW
CATCH BASIN BOX

SECTION B-B
SECTION A-A
PLAN VIEW
OUTLET
PIPE
3
'
-
0
"
2'-0"
SLOPE SLOPE
4
-
ORIFICE PLATE

WHERE SHOWN IN PLAN.
DEBRIS SNOUT INSTALLATION
PLATE TO FACILITATE OIL
DRILL HOLES IN ORIFICE
NOTE:
BOLT WITH NUT (TYP-4)
"2
1" x 12
1BOLT PLATE USING
" Ø BOLT2
14 EACH
" STEELPLATE4
1
Ø 8" C900 PVC
Ø 2"
33"
6
-HOOD
PRETREATMENT
6
"
6
"
5
-
6
-
D
A
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B
Y
D
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B
Y
D
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I
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E
D

B
Y
2
4
-
J
A
N
-
2
0
2
5
D
G
N

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0
2
2
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6
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P
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T

N
O
.
DRAWING NO.
8
5
8
8

W
.

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A

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C
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ELECTRONIC
P
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F ESSIONAL
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No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
Know what'sbelow.
before you dig.Call
R
(USE CLASS GW, GP, SW, OR SP). MUST BE FREE OF LUMPS AND DEBRIS.
") OR SOIL 2
1MAY BE STONE (< 1
3" COMPACTED BEDDING MATERIAL
FINISH GRADE
7
-
UNDERGROUND DRAINAGE DETENTION STRUCTURE
OVERLAP 12" MIN AT ALL JOINTS
8 OZ. NON-WOVEN GEOTEXTILE
" FRAME AND COVER4
116
STORM DRAIN PIPE
8 INCH C900 PVC
MAINTENANCE PORT
12" DIA. PVC
SEE PLAN SHEETS
828 CU. FT. REQ'D
DIMENSIONS / STORAGE VOLUME
R-TANK SD OR EQUAL
OR EQUIVALENT
PLATE PLASTIC, SLATE
NON-CORROSIVE SOLID
SEE PATTERN
NOTCH BOTTOM OF PIPE
NON-CORROSIVE HOSE CLAMP
1" +/- VENTING PERFORATIONS
STANDARD PROCTOR DENSITY
BACKFILL COMPACTED TO 95%
GEOTEXTILE
NOTE:
EXISTING BUILDING FINISHED FLOOR ELEVATION 4264.89
PIPE-NOTCHING PATTERN

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8
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1
2
"
(8 OPENINGS TOTAL)
8" NOTCHES CUT IN SHADED AREAS "2
11

2'-0"STORM DRAIN PIPE
8 INCH C900 PVC
FINISH GRADE
C203
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SCALE IN FEET
1.50 3 4.5 6
ELEV. 4263.20
M
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1
8
"
FOR DESIGN STORM EVENT 4263.16
HIGH WATER ELEVATION
ELEV. 4261.69
ELEV. 4261.69
ELEV. 4261.69
ELEV. 4263.20
SCALE x2
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TA
TE OF U TAHSEAL
ELECTRONIC
P
R
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F ESSIONAL
E
N
GI
N
E
E
R
No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022

SECTION
PERSPECTIVE VIEW
SECTION
Know what'sbelow.
before you dig.Call
R
6
'

M
A
X
.
2
'
-
6
"
SHEET FLOW
PAVED PUBLIC ROAD

SEE DETAIL, THIS SHEET
SILT FENCE
MIN.
8" THICK
20' RAD.
COARSE AGGREGATE
2" TO 4" SIZE
(NOTE 3C)
SEDIMENT FABRIC UNDER GRAVEL
15' M IN.
STABILIZED ROADWAY ENTRANCE NOTES:
SHIFTS TO KEEP PAVED ROADWAY CLEAN.
ENTERING/LEAVING THE SITE. SWEEP AS NEEDED DURING
THE END OF EACH SHIFT WHEN CONSTRUCTION VEHICLES ARE
SWEEP ROADWAY AND CLEAN UP ANY OFF-TRACKED SOIL AT 5.
ACTIVITIES.
EXPAND STABILIZED AREA AS REQUIRED TO ACCOMMODATE F.
INSTALL ADDITIONAL CONTROLS AS NECESSARY.
INSPECT ADJACENT AREAS FOR SEDIMENT DEPOSIT AND E.
BUILDUP.
INSPECT DAILY FOR LOSS OF GRAVEL OR SEDIMENT D.
STRUCTURES USED TO TRAP SEDIMENTS.
REQUIRED, AS CONDITIONS DEMAND, AND REPAIR ANY
PERIODIC TOP DRESSING WITH 2 INCHES STONE MAY BE C.
RIGHT OF WAY.
PREVENT TRACKING OR FLOW OF MUD INTO THE PUBLIC B.
STONES.
REQUIRES PERIODIC TOP DRESSING WITH ADDITIONALA.
MAINTENANCE:4.
MORE THAN 3 MONTHS).
(RECOMMENDED FOR ENTRANCE AREA THAT REMAINS
PLACE FILTER FABRIC UNDER STONE IF DESIRED C.
COMPACT SUBGRADE.B.
SLOPE OF 1 PERCENT AWAY FROM PAVED ROADWAY.
CLEAR AND GRUB AREA AND GRADE TO PROVIDE MAXIMUMA.
SECTION 01 57 00.
INSTALLATION/APPLICATION CRITERIA: REFER TO APWA 3.
EQUIPMENT ENTER THE PUBLIC RIGHT OF WAY.
APPLICATION: AT ANY SITE WHERE VEHICLES AND 2.
ACCESS TO THE SITE.
FOR CONTROLLING EQUIPMENT AND CONSTRUCTION VEHICLE
DESCRIPTION: A TEMPORARY STABILIZED PAD OF GRAVEL 1.
SILT FENCE NOTES:
OR WATER BODY.
IN AREAS THAT HAVE BEEN SEEDED AND MULCHED, REMOVE SILT FENCE UNLESS THEY ARE PROTECTING A WETLAND 9.
AREA APPROVED BY THE ENGINEER.
WHEN A STORM EVENT DEPOSITS SEDIMENT BEHIND THE FENCE, REMOVE THE SEDIMENT AND PLACE IT IN A STABLE 8.
AREAS HAVE BEEN VEGETATED.
MAINTAIN A PROPERLY FUNCTIONING SILT FENCE THROUGHOUT THE DURATION OF THE PROJECT OR UNTIL DISTURBED 7.
IN THE END POSTS, OVERLAP THE END POSTS AND TWIST 180 DEGREES.
AVOID USING SPLICES ALONG THE FENCE AS MUCH AS POSSIBLE. IF A SPLICE IS NECESSARY, BEFORE POUNDING 6.
CUT DITCHES).
DO NOT PLACE SILT FENCE ACROSS POTENTIAL CONCENTRATED FLOWS (e.g., PIPE OUTLETS, DRAINAGE CHANNELS, 5.
TO PREVENT RUNOFF FROM FLOWING AROUND THE ENDS OF THE SILT FENCE, RUN THE ENDS OF THE FENCE UP SLOPE.4.
WHEN EXCAVATING THE TRENCH, USE MACHINERY THAT WILL MINIMIZE DISTURBANCE.3.
INSTALL A SEDIMENT TRAP.
POSSIBLE. WHERE EXCESSIVE RUNOFF WILL ACCUMULATE AT A LOW POINT, PROVIDE AN OPENING IN THE FENCE AND
TO AVOID CREATING LOW POINTS ALONG THE SILT FENCE, ALIGN THE FENCE ALONG THE CONTOUR AS MUCH AS 2.
WHERE PERMITTED, POSITION THE SILT FENCE 5' BEYOND THE TOE OF SLOPE.1.
MINIMUM WOOD POST
2" SQUARE BY 4'
OF SILT FENCE
GROUND ON BACKSIDE
DO NOT DISTURB
1
'
-
6
"
DISLODGE IT.
ON THE TOP OF THE FENCE SHOULD NOT
INSTALLATION, FIRMLY PULLING UPWARD
FENCE SECURELY IN THE GROUND. AFTER
ENTRENCH THE BOTTOM 12" OF SILT
CONSTRUCTION SITE
SHEET FLOW FROM
FASTENED TO POST
3' WIDE FILTER FABRIC
W
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SH
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O
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N
5
0'
MI
N.
PLAN VIEW
ARE EVIDENT
SUCH THAT NO GAPS
PLACE GRAVEL BAGS
FLOW
FLOW
SEDIMENT SEPARATION
PONDING AREA FOR
CURB INLET
BACK OF CURB
BASIN
CATCH
WHEN NOT LOCATED IN CURB
ENCIRCLE CATCH BASIN
OR GRAVEL BAGS TO
EXTEND GRAVEL WATTLE
WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET.4.
BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.
INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT AND GRAVEL MUST 3.
SMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT.
USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP) AND FILL WITH 1/2 INCH (OR 2.
SEDIMENT TO SEPARATE FROM RUNNOFF.
PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND AND ALLOW 1.
DROP INLET BARRIER NOTES:
CURB INLET
WHEN NOT LOCATED IN CURB
ENCIRCLE CATCH BASIN
OR GRAVEL BAGS TO
EXTEND GRAVEL WATTLE
TOP OF CURB
NOT BE HIGHER THAN
GRAVEL BAG SHOULD
BASIN
CATCH
C301
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W
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P

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10
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STABILIZED ROADWAY ENTRANCE
9
-
DROP INLET BARRIER

8
-
SILT FENCE

3/29/2022
24"X36" 1/8" = 1'-0"
11"X17" 1/16" = 1'-0"
NORTH
3/29/2022
24"X36" 1/8" = 1'-0"
11"X17" 1/16" = 1'-0"
NORTH
TYP.
NO SOIL ON TOP OF ROOTBALL
TYP.
BARRIER FABRIC "DEWITT CO. PRO 5"
LANDSCAPE ROCK,
SEE SITE PLAN AND DETAILS
WIDTH VARIES
3"(SEE PLAN)
3/8" MINUS LANDSCAPE ROCK NOTE:
APPLY PRE-EMERGENT
HERBICIDE PRIOR TO
INSTALLATION
CONTRACTOR SHALL PROVIDE
SAMPLE TO OWNER FOR APPROVAL
PERMA-BARK ROCK
STAKER PARSONS
801-409-9500
BARRIER FABRIC
"DEWITT CO. PRO 5"
LANDSCAPE ROCK, SEE SITE PLAN AND DETAILS
TREE BASE PROTECTION
NO SOIL ON TOP OF ROOTBALL
TYP.
BARRIER FABRIC "DEWITT CO. PRO 5"
3/29/2022
NTS
Landscape Rock Detail
NTS
Planting Detail
NTS
Tree Planting Detail
24"X36" 1/8" = 1'-0"
11"X17" 1/16" = 1'-0"
NORTH
3/29/2022
NTS
Backflow Prevention
NTS
Irrigation Controller
NTS
Xeribug Emitter
NTS
Pipe Sleeving Detail
NTS
Trench Detail
NTS
Drip Valve Detail
24"X36" 1/8" = 1'-0"
11"X17" 1/16" = 1'-0"
NORTH
Project Name:Drink Shop - Jenkins
Project Address:8588 W Magna Main
A/P #:000335
Dear Alan Jenkins,
$1,912.73
$0.00
TOTAL $1,912.73
INCLUDED WITH BOND AGREEMENT (not due with this document)
$100.00
Engineering Bond Amount:$42,505.00
TOTAL $42,605.00
Respectfully,
Jefferson Thomson, EIT
Development Review Engineer
November 9, 2022
Below is a summary of the outstanding Engineering fees due at this time:
FEES DUE AT THIS TIME
Final Engineering Review Fee:
3rd Party Review Fee:
Your immediate attention to these items will help avoid undue delays to receiving FINAL APPROVAL. If you
have any questions or concerns, I may be contacted at [phone] or [e-mail]
This letter is to inform you that the Drainage Plan for your project has been reviewed and found to be in
conformity with Salt Lake County Standards. Prior to receiving FINAL APPROVAL from Engineering, it is
necessary for you to sign the Urban Hydrology Requirements Agreement and pay for all remaining Engineering
fees. A draft copy of the document is provided for your review and comment. Within the Urban Hydrology
Requirements Agreement are: a summary of the outstanding engineering fees that are due at this time, the
hydrology requirements for the project (see Attachment A), and the calculations for the Final Engineering Review
When the above items are complete, your approval will be forwarded to Planning Services. Please be advised that
Salt Lake County Ordinances require payment of all fees and posting of bonds prior to the approval of subdivision
plats or issuance of building permits. A copy of the Engineering bond calculation has also been provided with this
letter for your reference. This bond amount will be included in the overall bond calculation for the bond
agreement document, which the County will prepare for you.
Bond Processing Fee:
Jenny Wilson
Mayor
Catherine Kanter
Deputy Mayor of Operations
Scott R. Baird, P.E.,
Director,Public Works
and Municipal Services
Kade D. Moncur, P.E., CFM,
Director, Public Works Engineering
cc: Subdivision Engineer Developer Inspection Services Urban Hydrology Project File
Project Name: Drink Shop - Jenkins Date Approved:
Project Address: 8588 W Magna Main A/P #: 000335
Applicant: Alan Jenkins
$1,912.73
$0.00
$1,912.73
INCLUDED WITH BOND AGREEMENT (not due with this document)
$100.00
$42,505.00
$42,605.00
SIGNATURE:
REPRESENTING:
DATE:
received a copy thereof. I also acknowledge that I must inform my contractor, engineer, architect and all other
agents of these requirements.
do hereby certify that I have read the same, acknowledge that I shall adhere to these requirements, and have
Engineering Bond Amount:
[phone]
November 9, 2022
URBAN HYDROLOGY REQUIREMENTS AGREEMENT
I, the undersigned, am the developer or the authorized representative of the project for which approval is given, and
FEES DUE AT THIS TIME
Final Engineering Review Fee:
3rd Party Review Fee:
TOTAL
Urban Hydrology approval of the drainage system proposed for this application is based upon the engineering review
of the drainage and grading plans and the resulting requirements on the proceeding ATTACHMENT A. The
requirements listed, together with the final plans, comprise the drainage approval. When infrastructure costs are
involved, the applicant may be required to post a performance bond as a condition of approval.
This development is subject to Title XVII, Chapter 17.20, of the revised Salt Lake County Ordinance which pertains
to payment of storm drainage impact fees. Those fees and/or bonds which may appear below are in conformity with
this Ordinance and the attached assessment data sheet (Attachment B). All fees must be paid and bonds posted (as
required) prior to the approval of subdivision plats or issuance of building permits. Fee and bond amounts appear on
FINAL approvals only.
TOTAL
Bond Processing Fee:
Engineering Division
2001 South State Street Suite N3-600
Salt Lake City, Utah 84190
OFFICE OF PUBLIC WORKS AND MUNICIPAL SERVICES
cc: Subdivision Engineer Developer Inspection Services Urban Hydrology Project File
ATTACHMENT A
Urban Hydrology Requirements Agreement
Project Name:Drink Shop - Jenkins
Project Address:8588 W Magna Main
A/P #:000335
HYDROLOGY REQUIREMENTS:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
All public storm drain facilities and private facilities which directly connect to the public storm drain system
or facility are required to have a pipe condition assessment performed using CCTV per Section 33 08 00 of
the current Manual of Standard Specifications from APWA.
OFFICE OF PUBLIC WORKS AND MUNICIPAL SERVICES
Engineering Division
2001 South State Street Suite N3-600
Salt Lake City, Utah 84190
[phone]
The developer, his engineer and contractor shall meet with Salt Lake County inspectors two days prior to
commencing construction of any irrigation or drainage systems. Call Ron Coshow at [phone] to
coordinate this meeting. The inspector will have the developer's copy of the approved site plans.
Prior to any excavation or construction within an existing county right-of-way, the developer shall obtain an
"Excavation Permit" as per Chapter 14.16 of the Revised Ordinances of Salt Lake County. Contact
Engineering and Flood Control Services at [phone] for more information.
The developer shall be responsible for all costs incurred due to utility conflicts. Any design modifications
resulting from utility conflicts must be submitted to Greater Salt Lake Municipal Services District and
approved in writing by the Engineering Division prior to acceptance of improvements.
The developer shall grade the property in accordance with the approved site grading and lot drainage plan so
as to direct storm water to an approved public facility or to permanently retain all generated water on the
subject property both during and after construction.
All storm water generated from the project shall be maintained so as not to discharge any additional storm
water onto adjacent properties or pond at the end of the curb and gutter.
All outstanding balances for the 3rd Party Review Fee, Engineering Checking Fee, and Bond Processing Fee
shall be paid at the Planning and Development Services Office prior to the approval of subdivision plat or
issuance of building permit.
A performance bond for this project shall be posted and processed through the Development Services Office
prior to the approval of subdivision plat or issuance of building permit. For additional information, please
contact Chara Ellis at [phone].
The drainage system designed by Matthew Kimball Smith, P.E., License No. 6288195, and stamped
'Approved' by Greater Salt Lake Municipal Services District shall be constructed as shown. Any changes,
additions or deletions to the approved plans must be submitted to Greater Salt Lake Municipal Services
District and approved in writing by the Engineering Division prior to commencing construction.
Reinforced concrete pipe sizes referred to herein are based on class 3, rubber gasket reinforced concrete
pipe, and shall have a minimum of one-foot of cover. Cleanouts shall be at maximum 400-foot intervals.
Two feet of fill shall be placed over the crown of the reinforced concrete pipe during construction activities
to protect against extremely high loads created by construction vehicles. The fill shall be graded to final
grade with minimum one-foot of cover over pipe after heavy equipment has left the project.
All catch basins and cleanout boxes shall be constructed to County standards. See Salt Lake County Public
Works Standard Plans for details. All boxes shall be poured in place in accordance with the above standard
drawings.
Installation of pre-cast boxes is allowed in private storm drain and irrigation systems that are not within the
public right-of-way or within development access roads.
cc: Subdivision Engineer Developer Inspection Services Urban Hydrology Project File 1 of 2
ATTACHMENT A
Urban Hydrology Requirements Agreement
13.
14.
15.
16.
All cleanout boxes and catch basins that are part of a public storm drain system or within the public right-of-
way shall conform to the current Standard Plans for Public Works Construction , published by Salt Lake
County. Cleanout boxes and catch basins shall be inspected in the field by Salt Lake County inspectors
prior to pouring concrete. Pre-cast boxes are not allowed except by Salt Lake County Certified
manufacturers.
Salt Lake County does not assume any ownership or liability for private storm drain or irrigation systems.
The Developer shall assume all responsibility for the maintenance, operation and safety of private storm
drain and irrigation systems associated with the project.
Bonds on detention basins will not be released until a certified as-built survey is received and approved by
this Division.
GIS data to be submitted as part of as built drawings.
Prepared by:
Jefferson Thomson, EIT
Development Review Engineer
November 9, 2022
cc: Subdivision Engineer Developer Inspection Services Urban Hydrology Project File 2 of 2
ATTACHMENT B
Urban Hydrology Requirements Agreement
Project Name: Drink Shop - Jenkins Date Approved: November 9, 2022
Project Address: 8588 W Magna Main A/P #: 000335
Applicant: Alan Jenkins
$0.00 N/A
$0.00
Bond Total: $42,505
Engineering Checking Fee: $1,912.73 4.5% x Bond Total
Previously Paid Amount (w/ application): $0.00
Engineering Checking Fee Balance:$1,912.73
Comments:
OFFICE OF PUBLIC WORKS AND MUNICIPAL SERVICES
Engineering Services
2001 South State Street Suite N3-600
Salt Lake City, Utah 84190
[phone]
FEE ASSESSMENT
3RD PARTY REVIEW
3rd Party Review Fee:
ENGINEERING CHECKING FEE BALANCE
cc: Subdivision Engineer Developer Inspection Services Urban Hydrology Project File 1 of 1
Project Name: Drink Shop - Jenkins Date Approved: November 9, 2022
Project Address: 8588 W Magna Main A/P #: 000335
Applicant: Alan Jenkins
QUANTITY UNITS DESCRIPTION UNIT COST COST
STORM DRAINAGE - PRIVATE
828 CF Underground Detention $15.00 $12,420.00
28 LF 12" C900 Storm Drain Pipe $100.00 $2,800.00
1 EA 3X3 Catch Basin with Snout $8,000.00 $8,000.00
1 EA 2X3 Catch Basin/Cleanout with Orifice $4,000.00 $4,000.00
SUBTOTAL $27,220.00
STORM DRAINAGE - PUBLIC
15 LF 15" RCP Pipe $150.00 $2,250.00
1 EA Connection to Existing System $500.00 $500.00
SUBTOTAL $2,750.00
STREET IMPROVEMENTS - PRIVATE
218 LF Reverse Pan Curb and Gutter $30.00 $6,540.00
SUBTOTAL $6,540.00
STREET IMPROVEMENTS - PUBLIC
107 LF APWA Plan #205 Curb and Gutter Type A $30.00 $3,210.00
107 LF Remove Curb and Gutter $5.00 $535.00
1 EA Drive Approach $2,250.00 $2,250.00
SUBTOTAL $5,995.00
Estimate by: JLT TOTAL $42,505.00
[phone]
ENGINEERING BOND
OFFICE OF PUBLIC WORKS AND MUNICIPAL SERVICES
Engineering Services
2001 South State Street Suite N3-600
Salt Lake City, Utah 84190
cc: Subdivision Engineer Developer Inspection Services Urban Hydrology Project File 1 of 1
By: MKS/SVL MAGNA MART ITEMIZED BID SCHEDULE / ENGINEER'S ESTIMATE OF PST FUND ELIGIBLE AND NON-ELIGIBLE COSTS
ALAN JENKINS COMMERCIAL LOT
8588 W MAGNA MAIN
Updated 2025/01/10
SCHEDULE 1 - PST FUND ELIGIBLE COSTS (BOUNDED BY RED OUTLINE ON MAP)
NO.ITEM APWA SPEC.QUANTITY UNIT UNIT PRICE AMOUNT
1 MOBILIZATION, TRAFFIC CONTROL, PERMITTING, SURVEY (North Split)DIVISION 1 1 LUMP $15,000.00 $15,000.00
2 REMOVE CONCRETE STORM DRAIN INLET BOX 02 41 13 1 EACH $500.00 $500.00
3 REMOVE 8 INCH C900 PVC STORM DRAIN PIPE 02 41 13 24 FOOT $20.00 $480.00
4 REMOVE CONCRETE FLATWORK (NORTHWEST CORNER OF STORE)02 41 13 79 SQ. FT.$3.50 $276.50
5 REMOVE CONCRETE FLATWORK (SWALE GUTTER)02 41 13 72 FOOT $13.00 $936.00
6 REMOVE CONCRETE PAVEMENT (North Area)02 41 14 1,978 SQ. FT.$2.50 $4,945.00
7 REMOVE ASPHALT PAVEMENT (North Area)02 41 14 3,439 SQ. FT.$1.80 $6,190.20
8 REMOVE AND REPLACE 6 FOOT CHAIN LINK FENCE 32 01 10 83 FOOT $48.00 $3,984.00
9 PARKING LOT GRADING AND SUBGRADE PREPARATION (North Area)32 05 10 5,417 SQ. FT.$1.50 $8,125.50
10 UNTREATED BASE COURSE (PARKING LOT PAVEMENT) (North Area)32 11 23 134 CU. YD.$65.00 $8,710.00
11 RESTORE CONCRETE PAVEMENT (7 INCH THICK) (PARKING LOT) (North Area)32 13 13 5,471 SQ. FT.$14.50 $79,329.50
12 RESTORE PARKING LOT PAVEMENT MARKINGS (North Area)32 17 23 1 LUMP $500.00 $500.00
13 CONCRETE STORM DRAIN INLET BOX 33 41 00 1 EACH $1,500.00 $1,500.00
14 8 INCH C900 PVC STORM DRAIN PIPE 33 41 00 24 FOOT $75.00 $1,800.00
$132,276.70
NO.ITEM APWA SPEC.QUANTITY UNIT UNIT PRICE AMOUNT
15 MOBILIZATION, TRAFFIC CONTROL, PERMITTING, SURVEY (South Split)DIVISION 1 1 LUMP $12,500.00 $12,500.00
16 REMOVE CANOPY AND SUPPORTS TO BELOW SUBGRADE (South Area)02 41 13 1 LUMP $15,000.00 $15,000.00
17 REMOVE CONCRETE PAVEMENT (South Area)02 41 14 3,391 SQ. FT.$2.50 $8,477.50
18 30" CONCRETE CURB AND GUTTER (All)32 16 13 325 FOOT $36.00 $11,700.00
19 CONCRETE SIDEWALK (All)32 16 13 590 SQ. FT.$10.50 $6,195.00
20 CONCRETE DRIVEWAY, FLARED - 7 INCH THICK (All)32 16 13 188 SQ. FT.$36.00 $6,768.00
21 LANDSCAPE ROCK (All)31 05 13 21 CU YD $150.00 $3,142.59
22 PARKING LOT GRADING AND SUBGRADE PREPARATION (South Area)32 05 10 3,391 SQ. FT.$1.50 $5,086.50
23 UNTREATED BASE COURSE (PARKING LOT PAVEMENT) (South Area)32 11 23 84 CU. YD.$65.00 $5,460.00
24 RESTORE CONCRETE PAVEMENT (7 INCH THICK) (PARKING LOT) (South Area)32 12 05 3,391 SQ. FT.$14.50 $49,169.50
25 RESTORE PARKING LOT PAVEMENT MARKINGS (South Area)32 17 23 1 LUMP $500.00 $500.00
26 IRRIGATION (All)32 84 23 1,697 SQ FT $0.65 $1,103.05
27 TURF GRASS (All)32 92 00 40 SQ YD $65.00 $2,600.00
28 DECIDUOUS SHRUB (All)32 93 43 15 EACH $85.00 $1,275.00
29 DECIDUOUS TREE (All)32 93 43 5 EACH $400.00 $2,000.00
30 UNDERGROUND DRAINAGE DETENTION STRUCTURE (R-TANK SD or Equal) (All)33 41 00 828 CU FT $15.00 $12,420.00
31 12 INCH C900 PVC STORM DRAIN PIPE 33 41 00 43 FOOT $100.00 $4,300.00
32 CATCH BASIN WITH PRETREATMENT HOOD 33 41 00 1 EACH $8,000.00 $8,000.00
33 CLEANOUT BOX 33 41 00 1 EACH $4,000.00 $4,000.00
$155,697.14
$287,973.84
PST FUND ELIGIBLE COSTS SUBTOTAL
PST FUND NON-ELIGIBLE COSTS SUBTOTAL
TOTAL COSTS
SCHEDULE 2 - PST FUND NON-ELIGIBLE COSTS