Brenteson Infiltration Pipe ChangeContractor: Brenteson Co, Inc, MN
RW
Project: Elk River, MN — Orono Park Beach
MATERIALS
Stabilization
30622 Forest Blvd
Location:
Stacy, MN 55079
Order Nbr: 622332OPM1
Phone: (651) 462-6970
Remarks:
Fax.
www.dnkerpipe.com
Design Build Height
Stack Build Height
Top of Casting +
882.48
Casting
Outlet Invert —
877.48
Adjusting Ring
Wall Thk/Inv Adj
.17
Cover Slab
Sump +
2.00
Riser
Design Height =
7.00
Base Thickness
Casting/Adj Ring —
1.00
Outside Height
Manhole Hgt =
6.00
Pipe Footage
+ .58 ID J LFJ Description
+ .42 Elevation
+ .50
+ 5.50
+ .50
7.50
Opening Schedule (HF=Hole Former, DO=Dig Out)
Invert Pipe Opening/ Top of I C—Linel Btm of
ID Pie Size Invert I O.D. Connector Hole UplHole UplHole U
#1 124 HDPE 877.481 2.00 28in 3O" HF/30" DOI 51in I 36in 1 21in Q
Plan View
90'
1so•a•
270•
182in
Steps: 12" Spacing 0'
Item List
O
HDPE
)" HF/30" DO
ID
Description
Product No
H t
Qty I
Weight
A
Frame
(by others
.58
1
0
B
27x2 Adjusting Rin�_
(by others
.21
2
0
C
48x6 Cvr T 2 27H Ecc NoJt
2204806000410
.50
1
1,078
D
486.5 BBL NJ S
20480100100000055
5.50
1
4,840
E
1666 Base Slab
123106406000
.50
1
1,680
lotal Weight (Ibs) /,5yu
N
C)
El 874.98
Notes
1 Misc. Items
Description
Storm Sewer
48" (I.D.) CBMH
CM1
Date: 11 /20/2023
Plant: 16 STACY
Coordinator: Brody Pritchard
Production Use
Qty Mfg. Date:
Ship Date:
Frame/Ring:
Grate Cover:
PREPOUR:
POSTPOUR:
v5.2.126 Page 1 11 /20/2023
Z R
DOCUMENT 00 4100
QUOTE FORM
BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS FOR THE FOLLOWING UNIT
PRICES AND/OR LUMP SUMS, WHICH INCLUDE SALES TAX AND OTHER APPLICABLE TAXES AND FEES. THE CITY
RESERVES THE RIGHT TO ADD OR ELIMINATE PARTIAL OR ENTIRE QUANTITIES OF INDIVIDUAL BID ITEMS.
ORONO PARK BEACH STABILIZATION IMPROVEMENTS
Item
Description
Unit
Est. Qty
Unit Price
Amount
No.
In Dollars
In Dollars
1
Mobilization
LS
1
2
Furnish and install 12" compacted
CY
58
depth topsoil borrow — complete.
Furnish and install infiltration pipe
including 24" dia. Perforated HDPE
3
pipe, fabric, 2" minus river rock
LF
75
bedding, and compacted backfill
material as shown on the plans and
details - complete.
4
_
Furnish and install manhole with 24"
EA
1
sump - complete.
5
Furnish and install 6" thick concrete
SF
84
paving- complete.
6
Furnish and install 6" x 18" concrete
LF
41
curb - complete.
7
Furnish and install sod - complete.
SY
145
Furnish and install irrigation zone
8
within sodded area, included
LS
1
connection to existing system.
Quote Total
Quote Form
00 4100-1
x �1
/ X
L2 DRAINAGE PIPE. CA PIPE A
NORTH END.
877.48 IE (BOTH ENDS).
SA
4�~
- � 883.24 T
882.74
� 881.74 B
l # � CATCH BASIN WITH 24" SUMP 882.78 TC1 W
-� L2 (STANDARD PLATE 2502 - MODIFIED 881.78 BC
--1 _ TO INCLUDE 24' SUMP) AND ADA
- ) COMPLIANT GRATE
'�-
# I A - RIM EL: 882.48
77.48
S SUMM BOTTOM: BOTTOM: 875.48 882.68 (FV) X
r
- X t 882.71(FV)
- -
882.95
882.69(FV)
< / 882.92
883.12
883AO TC
882.90 W
j 881.90 BC
f 882.94 W/TC
r ' 881.94 BC
4 � j
i
r T
8. 4.04 J
4 X
/ BOH
885.43
0 10 20 I
SCALE IN FEET I
/ 877.481E
TDPE
7
C
W
883.12 TC / ! / /
882.62 W r / / ALL REQUIRED SITE SURVEY AND
881.62 B f , / STAKING IS INCIDENTAL TO THE
6' THICK CONCRETE WALK (84 SF) 2 / QUOTE ITEM. ALL REQUIRED
f EXCAVATION, FINAL GRADING, AND
883.03 TC
W ' / / TEMPORARY EROSION CONTROL IS
! INCIDENTAL TO THE QUOTE ITEM.
881.53 BC f I
1 TC
882.59 W'
I '881.59 BC
41LF6"X18"
/ CONCRETE CURB : `? t UH BK FILL SAND
TO
�2
COMPACTED TOP SOIL BORROW
(58 CY) AND ESTABLISH SOD
INSTALL IRRIGATION (SINGLE
ZONE) AND CONNECT TO
I EXISTING IRRIGATION SYSTEM -
MATCH EXISTING HEADS AND
I VALVESBOXES.
I ,In � I
883.34 TC to W
\�
881.84 BC I l' I ' I
883.24 TC
882.74 W I
081.74 BC
I 1
13
LEGEND
C� \ IN,\ e�B \ \ \ I i EXISTING CONTOUR
PROPOSED CONTOUR
x 895.25 PROPOSED SPOT ELEVATION
INLET PROTECTION
SILT FENCE
X B3,1s \ \ ; l I I - - CONSTRUCTION LIMITS
Ll
IN
Consulting Group, Inc.
Cny of (( b
Ells
River
I hereby certify that this plan,
specification, or report was prepared
by me or under my direct supervision
and that I am a duly Licensed
Professional Engineer under the laws
of the State of Minnesota.
PRINT NAME: MICHAEL C. AAARRON
SIGNATURE: AL;&e -
DATE: Sr7r2023
LICENSE #: 25271
REVISIONS
NO. DATE BY CHKD APPR
7 919/21 TW JN MA
7 /23/22 TW JN MA
8 /24/22 TW MA MA
DRAWN BY J. FILLMORE
DESIGNED BY M. AARON
CHECKED BY K. GRIESHABER
COMM. NO. 02013673-A
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6" MIN. 6" MIN.
I . =---, I
NOTE:
ALL COSTS OF EXCAVATION BELOW
GRADE AND PLACEMENT OF GRANULAR
BEDDING SHALL BE INCLUDED IN THE BID
PRICE FOR PIPE ITEMS.
COMPACTED SUITABLE MATERIAL
(FINE GRAINED MATERIAL)
WRAP AGGREGATE ON SIDES AND
OVER TOP OF PIPE WITH TYPE 1
GEOTEXTILE FABRIC. GEOTEXTILE
SHALL NOT BE PLACED UNDER THE
ROCK SECTION.
SPRING LINE
24" DIA. PERFORATED HDPE PIPE
PROPOSED 2" MINUS RIVER ROCK
OR APPROVED EQUAL.
NATURAL GROUND
INFILTRATION PIPE TYPICAL SECTION
NOT TO SCALE
STANDARD CASTING
HIMNEY SEAL
AROUND RINGS
CONCRETE SLAB
-
CRETEX TYPE II
OR EQUAL
4" 12" CRETEX PRO -RING 40-27
Boa
0
WALLS TO BE CONSTRUCTED
OF PRECAST SECTIONS.
toVARIABLE
a
I
L_ LFFSET
STEPS AROUND
PIPE. MAXIMUM DISTANCE
FROM FLOOR TO BOTTOM
STEP = 16"
CONCRETE SLAB -
CRETEX TYPE II OR
EOUAL — MANHOLE FLOOR SHALL BE
SLOPED TO PROVIDE SMOOTH
FLOW FROM INLET TO OUTLET.
NOTE:
THIS TYPE MANHOLE SHALL BE USED
WHEN SPECIFIED OR WHEN THE MANHOLE
DEPTH IS LESS THAN EIGHT FEET.
REV: 2/2023
I
STANDARD
PLATE
SLAB TOP MANHOLE NO.
2*Vr
2502
5 MANHOLE
L2 NOT TO SCALE
&INk I
ConsulOng Group, Inc.
NOTE:
12" COMPACTED DEPTH
WASHED MASONS SAND -
TYP. EXPANSION JOINT, SHALL BE - 30' O.C.
SEE SPECIFICATIONS FOR
ADDITIONAL INFORMATION
City of
MAXIMUM AND AS LOCATED ON PLANS AND
WHERE WALK ABUTS ANY FIXED OBJECT (EG.
�
— REFER TO LAYOUT PLANS
WALLS, CURBS, MANHOLES ETC.)
6„ 6" X 18" CONC. CURB
RiVP,r
FOR SCORING PATTERN
PLACE GEOTEXTILE FABRIC
EXPANSION JOINTS SHALL BE SEALED WITH A
ACROSS ENTIRE SAND
#4 REBAR
POURABLE GREY SEALANT INCIDENTAL TO
VOLLEYBALL COURT, TYP.
I hereby certify that this plan,
SIDEWALK CONSTRUCTION.
(INCIDENTAL TO SAND)
J.
iu
specification, or report was prepared
Q Q + 6" CONCRETE
1
and that by me orI am a dulyer my ) Licensed rvislon
6"
MnDOT MIX 3Y36,
0 0 MEDIUM BROOM FINISH
°
'
eo
Landscape Architect under the laws of
the State of Minnesota.
PERPENDICULAR
JOINT SEALANT, 1/2" DEEP
"
TO DIRECTION OF TRAVEL
¢
¢ •°'
PRINT NAME: TIMOTHY B. WOLD
I
4" COMPACTED CLASS 5
VARIES `• ° PREMOLDED JOINT FILLER
SIGNATURE:
UAW
�—
AGGREGATE BASE
¢ ; , ¢ ; •" ,
—III—III_
(MNDOT SPEC 2211)
o ••, n •
DATE: 5121202
III
-I
COMPACTED SUBGRADE
°¢ ' ° .¢ CONCRETE PAVEMENT
o. o .
LICENSE #: 42164
REVISIONS
NO.
DATE
BY
CHKD
APPR
TYPICAL CONCRETE
6" x 18" CONCRETE CURB
2
STANDARD CONCRETE WALK
�
! J '', WALK EXPANSION JOINT
�
3 1 (SAND VOLLEYBALL COURT)
12
NOT TO SCALE
L2 .' NOT TO SCALE
LZ NOT TO SCALE
DRAWN BY
I. FILLMORE
DESIGNED BY
M. AARON
CHECKED BY
K. GRIESHABER
COMM. NO.
02013673-A
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