DERR-2025-001633

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
$ $
29,300.00 29,300.00
10.00 790.00
33.25 2,394.00
21.50 817.00
6.20 8,500.20
95.20 7,901.60
1.50 7,609.50
138.00 18,492.00
15.80 80,153.40
1,520.00 1,520.00
5,170.00 5,170.00
N/A
N/A N/A
N/A
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
64.90
164,205.30
1,557.60

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
31,550.00 31,550.00
4.00
31,482.00
28.00 16,520.00
6,768.00
2.20 7,460.20
166.50 13,986.00
12.80
1,600.00 1,600.00
106.00
13,564.00
4,200.004,200.00
36.00
33,638.00

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

6,000.00 6,000.00
3,970.00 3,970.00
200,050.60
104.00 4,472.00
30.00 24,840.00
--R/W
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MAIN STREET
2'-6• REVERSE CURB ANO GUTTER
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
UNLESS NOTED OTHERWISE. i
i, 1 R/W ~-c-'
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~ I SCALE IN FEET =====================================================!:::==:::::IJ
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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
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P
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A
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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

13,986.00
16,520.00
EPP
MSD
MSD
MSD
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ELECTRONIC
P
R
O
F ESSIONAL
E
N
GI
N
E
E
R
No. 6288195
SMITH
KIMBALL
MATTHEW
07/14/2022
MAIN STREET
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LEGEND
1
2
3
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
3
'
-
8
"
1
0
6
'
-
9
"
10'-0"7'-8"
1
4
'-
0
"
1
8
'-
8
"
3
6
3'-0"
3'-0"
3
7
4
3
3
1
1
2
5
6
8
8
22'-9"
1
8
'
-
0
"
2
2
'
-
3
"
21'-9"
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
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
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C102
1
2
3
4
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
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-1
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%
-0.4
%
-1
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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
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DRAWING NO.
8
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8

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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
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E
D
I
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A
N
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

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DRAWING NO.
8
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8
8

W
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MAIN STREET
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C104
UNLESS NOTED OTHERWISE.
DIMENSIONS ARE TO FACE OF CURB
NOTE:
SCALE IN FEET
100 20 30 40
M
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0
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1
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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

1
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N
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DRAWING NO.
8
5
8
8

W
.

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K
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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
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DRAWING NO.
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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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D
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N
E
D

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

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2
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A
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E
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V
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
T
R
E
E
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A
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A
N

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.

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A
.

H
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N
D
R
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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
(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

T
Y
P
I
C
A
L
1
8
.
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
D
E
T
A
I
L
S
SCALE IN FEET
1.50 3 4.5 6
ELEV. 4263.20
M
I
N
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
D
A
T
E
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K
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D

B
Y
D
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A
W
N

B
Y
D
E
S
I
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N
E
D

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

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TA
TE OF U TAHSEAL
ELECTRONIC
P
R
O
F ESSIONAL
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GI
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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
A
SH
D
O
W
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
S
W
P
P

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E
T
A
I
L
S
10
-
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