HomeMy WebLinkAbout#06 - Parkview-Cardinal Change Order 3 STAFF REPORT
DATE: February 21, 2023
CONSENT
AGENDA ITEM: Approve Change Order No. 3 for the Parkview-Cardinal Street and Utility
Improvements
SUBMITTED BY: Mark Scholle, Project Engineer
REVIEWED BY: Kristina Handt, City Administrator
Marty Powers, Public Works Director
Jack Griffin, City Engineer
ISSUE BEFORE COUNCIL: Should the City Council approve Change Order No. 3 for the Parkview-
Cardinal Street and Utility Improvements under the condition the MPCA grant amendment request is
approved?
BACKGROUND: The City of Lake Elmo received grant funding from the Minnesota Pollution Control
Agency (MPCA) under the 2018 3M Settlement Agreement as an expedited project to extend municipal
water and connect each of the 62 properties. The grant is in the amount of $5,200,000 and includes the
public and private water system improvements, and the street and drainage improvements.
T.A. Schifsky & Sons, Inc. was awarded a construction contract on April 6, 2022, to complete the Parkview-
Cardinal Street and Utility Improvements. The current construction contract completion dates are
Substantial Completion date of October 14, 2022, and Final Completion date of November 24, 2022.
PROPOSAL DETAILS/ANALYSIS: During construction of the public improvements the city learned
of privately owned sewer services existing in the right of way of Ivy Avenue from 15th Street to 16th Street.
The services are not locatable and there are no records of their location. The current contract requires the
watermain to be installed by directional drilling, but not knowing where the sanitary services are located
creates potential risk of hitting the private lines without knowing it.
Staff has worked with the contractor to evaluate options and approaches to complete construction and
minimize the risk of hitting the sewer private lines. The recommended approach is to revise the watermain
installation method from a trenchless drilling method to an open cut installation method and fully
reconstruct the street.
Change Order No. 3 amends the Contract to revise work as follows:
• Revise watermain installation method from directional drilling to open cut trench along Ivy Avenue
from 15th Street to 16th Street due to unknown locations of several privately owned sanitary sewer
service forcemains in the area. This includes a change from a street reclamation improvement to
full pavement section street reconstruction along the street segments that are disturbed by the open
cut trench watermain installation.
• Extend the Substantial Completion date for the Cardinal Ridge subdivision improvements from
October 14, 2022 to July 31, 2023 and the Final Completion date from November 24, 2022 to
August 15, 2023. The contract period for the remaining projects areas remains unchanged.
FISCAL IMPACT: This change order will increase the contract in the amount of $443,817.79 bringing
the revised construction contract to $3,795,423.60.
The amount brings the total project budget over the current grant amount received from the MPCA. Staff
has submitted a grant amendment request to the MPCA to cover the increase in cost resulting from this
change order. The request remains under review by the MPCA at the time this agenda item was finalized.
RECOMMENDATION: Staff is recommending that the City Council approve, as part of the Consent
Agenda, Change Order No. 3 for the Parkview-Cardinal Street and Utility Improvements under the
condition the MPCA approves the grant amendment request to cover the increase in costs associated with
this change order. If removed from the consent agenda, the recommended motion for the action is as
follows:
“Move to approve Change Order No. 3 for the Parkview-Cardinal Street and Utility Improvements,
thereby increasing the contract amount by $443,817.79, under the condition the MPCA grant
amendment request is approved”.
ATTACHMENTS:
1. Change Order No. 3.
2-10-2023
CHANGE ORDER NO.3
PARKVIEW-CARDINAL STREET AND UTILITY IMPROVEMENTS
CITY OF LAKE ELMO, MINNESOTA
PROJECT NO. 2020.121
QUANTITY UNIT PRICE AMOUNT
CHANGE ORDER ITEMS
CO3-1 LF -1,270 $74.88 -$95,097.60
CO3-2 LF -630 $41.60 -$26,208.00
CO3-3 LF 600 $54.08 $32,448.00
CO3-4 EA -6 $826.80 -$4,960.80
CO3-5 LF 1,270 $135.00 $171,450.00
CO3-6 LBS 100 $7.28 $728.00
CO3-7 CY 2,250 $33.00 $74,250.00
CO3-8 CY 720 $45.00 $32,400.00
CO3-9 CY 1,425 $48.00 $68,400.00
CO3-10 EA 5 $468.00 $2,340.00
CO3-11 EA 5 $104.00 $520.00
CO3-12 SY 80 $5.00 $400.00
CO3-13 SY 80 $28.00 $2,240.00
CO3-14 CY 130 $35.00 $4,550.00
CO3-15 SEED MIXTURE 25-131 & EROSION CONTROL BLANKET SY 950 $6.92 $6,574.00
SUBTOTAL CHANGE ORDER ITEMS $270,033.60
2023 UNIT PRICE INCREASE ITEMS
CO3-16 LS 1 $75,000.00 $75,000.00
CO3-17 LS 1 $15,000.00 $15,000.00
CO3-18 LF 6,030 $1.83 $11,034.90
CO3-19 SF 80 $1.40 $112.00
CO3-20 SF 30 $1.87 $56.10
CO3-21 SY 145 $12.70 $1,841.50
CO3-22 SF 610 $3.27 $1,994.70
CO3-23 SF 112 $6.90 $772.80
CO3-24 SY 150 $5.60 $840.00
CO3-25 TN 695 $16.00 $11,120.00
CO3-26 TN 925 $16.00 $14,800.00
CO3-27 SY 7,300 $1.78 $12,994.00
SUBTOTAL UNIT PRICE INCREASE ITEMS $145,566.00
STORED MATERIALS ON HAND ITEMS
CO3-28 LF 1,270 $19.48 $24,739.60
CO3-29 LS 1 $898.90 $898.90
CO3-30 LS 1 $2,579.69 $2,579.69
SUBTOTAL STORED MATERIALS ON HAND ITEMS $28,218.19
TOTAL - CHANGE ORDER NO. 3 $443,817.79
10" HDPE WATERMAIN (MATERIAL COST, INCL TAX)
10" WATER SERVICE SADDLES (MATERIAL COST, INCL TAX)
10" HDPE TO 8" DIP TRANSITION FITTING (MATERIAL COST, INCL TAX)
MOBILIZATION
TRAFFIC CONTROL
B418 CONCRETE CURB AND GUTTER
4" CONCRETE WALK
6" CONCRETE FLUME
6" CONCRETE DRIVEWAY PAVEMENT
6" CONCRETE PEDESTRIAN RAMP
TRUNCATED DOME PANELS
PATCH BITUMINOUS DRIVEWAYS / TRAIL
TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C)
TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C)
SOD
TOPSOIL BORROW (LV)
10" HDPE WATERMAIN, DIRECTIONAL DRILL
1.5" TYPE "K" COPPER WATER SERVICE, DIRECTIONAL DRILL
1.5" TYPE "K" COPPER WATER SERVICE
10" HDPE TO 8" DIP TRANSITION FITTING
8" DIP, CL. 52 WATER MAIN
DUCTILE IRON FITTINGS
COMMON EXCAVATION (EV)
PATCH BITUMINOUS DRIVEWAY / TRAIL
CLEARING
GRUBBING
REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY / TRAIL)
6" MnDOT CLASS 6 AGGREGATE BASE (CV)
DESCRIPTION / JUSTIFICATIONITEM DESCRIPTION OF PAY ITEM UNIT
CHANGE ORDER
SELECT GRANULAR BORROW (CV)
CITY OF LAKE ELMO, MN | PROJECT NO. 2020.121 MEASUREMENT AND PAYMENT 1200-1
SECTION 1200 – MEASUREMENT AND PAYMENT – CHANGE ORDER NO. 3
SCOPE
This Section covers method of measurement and payment for the items of Work under this Contract.
GENERAL REQUIREMENTS
The BID FORM shall cover all Work shown on the contract drawings and/or required by the Specifications. All costs
in connection with the Work including furnishing of all materials, providing all construction plant and equipment,
and performing all necessary labor, coordination, supervision, and management to fully complete the Work; shall
be included in the Unit or Lump Sum prices quoted in the BID FORM. All Work not specifically set forth as a pay item
in the BID FORM shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith
shall be included in the amounts and prices submitted in the BID FORM.
METHOD OF MEASUREMENT FOR PAYMENT
The following methods of measurement for payment will be used to derive the quantities installed:
A. DIVISION 3 – WATERMAIN:
1. Ductile Iron Watermain Pipe shall be measured by the Linear Foot, complete in place at the depth specified
in the plans for each size and type of pipe and paid at the price quoted in the CHANGE ORDER FORM.
B. DIVISION 5 – STREETS CONSTRUCTION:
1. Common Excavation (EV) – Ivy Ave shall be measured by the Cubic Yard (Excavated Volume) as measured in
the field and paid the price quoted in the CHANGE ORDER FORM. The unit price shall include all materials,
labor, and equipment required to excavate, load, haul, place onsite and dispose offsite. The price shall
include offsite disposal of excess material. Salvaging and re-spreading topsoil shall be considered incidental
to Common Excavation. This item is intended for the existing street area that will be removed and replaced
with full street section (3.5"-BItuminous, 6"-Class 6 and 12"-Select Granular) due to the open cut installation
of watermain.
2. Select Granular Borrow (CV) – Ivy Ave shall be measured by the Cubic Yard (Compacted Volume) as measured
in the field and paid at and price quoted in the CHANGE ORDER FORM, including loading, hauling, placing
and compacting.
3. MnDOT Class 6 Aggregate Base (CV) – Ivy Ave: Base material measured by the Cubic Yard (Compacted
Volume) as measured in the field and paid at and price quoted in the CHANGE ORDER FORM, including
loading, hauling, placing and compacting.
END OF SECTION
CITY OF LAKE ELMO, MN | PROJECT NO. 2020.121 STREET GRADING, SELECT GRANULAR AND GRAVEL BASE,
AND BITUMINOUS SURFACE CONSTRUCTION 3210-1
SECTION 3210 – STREET GRADING, SELECT GRANULAR AND
GRAVEL BASE, AND BITUMINOUS SURFACE CONSTRUCTION
SCOPE
Under this Section of the Specifications shall be included the furnishing of all material, equipment, labor, and skill
necessary to construct a pavement course of hot plant-mixed bituminous aggregate mixture on an aggregate base.
PRODUCTS
1. SELECT GRANULAR BORROW: The material shall be a sand subbase suitable as a subsurface drainage layer and
shall be “Select Granular Borrow” per MnDOT Specification 3149.2B, except that no recycled materials shall be
allowed.
2. AGGREGATE BASE CLASS 6. The material shall be in accordance with MnDOT Specification 3138 Class 6
Aggregate, except as modified below:
A. The Contractor shall submit the composition breakdown of the proposed recycled material by percent.
B. The maximum percentage of recycled concrete shall be 30%.
C. Contractor shall submit gradation and bituminous extraction reports per Section 1330 and receive
approval from the Engineer prior to placement of any material. The gradations shall be in conformance
with MnDOT Spec 1503.
EXECUTION
1. TESTING: Aggregate gradation testing shall be as specified in MnDOT 2211 and MnDOT 3138. One test for
gradation for each 500 tons, or fraction thereof, of material delivered.
Select granular gradation testing shall be as specified in MnDOT 3149.2. One test for gradation for each 500
tons, or fraction thereof, of material delivered.
A. Compaction – Aggregate Base: Quality Compaction Method is specified. Testing shall be performed by
driving a fully-loaded aggregate truck over the street and areas which deflect shall be reworked.
Water shall be applied at such times and in such amounts as necessary for proper aggregate compaction.
The amount of water used shall be incidental to the Work, and no additional payment will be made for this
item.
2. GRANULAR DRAINAGE: The Contractor shall take all precautions to assure the prepared subgrade is not rutted
or otherwise disturbed during placement of granular drainage material. In the event subgrade is disturbed, the
Contractor will stop placement of granular material and restore subgrade to required density and cross-section
prior to resuming placement of granular material.
Granular material shall be placed on prepared and approved subgrade with track equipment. Wheeled
equipment shall not be driven on prepared subgrade.
3. AGGREGATE BASE: The Contractor shall take all precautions to assure that the granular drainage section is not
rutted or otherwise disturbed while aggregate base is being placed. In the event that the granular drainage
section is disturbed, the Contractor shall restore it to the required density and cross-section prior to placing
additional aggregate base thereon.
CITY OF LAKE ELMO, MN | PROJECT NO. 2020.121 STREET GRADING, SELECT GRANULAR AND GRAVEL BASE,
AND BITUMINOUS SURFACE CONSTRUCTION 3210-2
Aggregate base material shall be placed on granular drainage material with track equipment. Wheeled
equipment shall not be driven on granular material.
If during fine grading, excess rock or coarse aggregate appears at the surface of the aggregate base, the coarse
rock shall be removed from the Project and be replaced with aggregate base material conforming to the
specified gradation.
END OF SECTION
TYPICAL CONSTRUCTION SEQUENCE AND NOTES
1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO CONSTRUCTION.
2.SALVAGE MAILBOXES. PROVIDE TEMPORARY MAILBOXES AT LOCATION APPROVED BY THE ENGINEER AND POST OFFICE.
3.SALVAGE AND REINSTALL SIGNS IN CONFLICT WITH CONSTRUCTION (INCIDENTAL).
4.INSTALL TEMPORARY EROSION CONTROL MEASURES.
5.CONSTRUCT WATERMAIN, SERVICES AND STORM SEWER.
6.RECLAIM EXISTING BITUMINOUS PAVEMENT.
7.CONSTRUCT CONCRETE RIBBON CURB AND CONCRETE CURB AND GUTTER.
8.PATCH DRIVEWAYS IN KIND (5' FROM BACK OF CURB TYP.):
8.1.BITUMINOUS DRIVEWAY = MINIMUM 3" TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) AND 6" RECLAIMED AGGREGATE BASE.
8.2.CONCRETE DRIVEWAY = MINIMUM 6" CONCRETE PAVEMENT (MIX NO. 3HE52A) AND 4" RECLAIMED AGGREGATE BASE.
8.3.GRAVEL DRIVEWAY = 2' BITUMINOUS PATCH, REMAINDER 6" MINIMUM RECLAIMED AGGREGATE BASE.
9.PAVE BITUMINOUS NON-WEARING COURSE.
10.REINSTALL MAILBOXES.
11.PERFORM FINAL TURF RESTORATION.
12.PAVE BITUMINOUS WEARING COURSE.
13.MAINTAIN ACCESS FOR LOCAL TRAFFIC AT ALL TIMES.
⅊⅊
℄
*VARIES
EXISTING
3.6" BITUMINOUS (AVERAGE) - SEE GEOTECHNICAL REPORT
14.2" GRAVEL BASE (AVERAGE) - SEE GEOTECHINAL REPORT
TYPICAL SECTION
IVORY AVENUE & 16TH STREET (STA 0+50 TO 3+50)
(*SEE LANE WIDTHS TABLE)
B
DESIGN ℄ PROFILE
3.0%
RESTORE WITH 6" (MIN.)
TOPSOIL BORROW AND SOD
50'
VARIESRIBBON CONCRETE CURB
(B612 CONCRETE CURB
AND GUTTER AT RADII,
SPOT D312 CONCRETE
CURB AND GUTTER, SEE
STREET SHEETS)
⅊⅊
℄
12'
EXISTING
4" BITUMINOUS (AVERAGE) - SEE GEOTECHINAL REPORT
17.9" GRAVEL BASE (AVERAGE) - SEE GEOTECHNICAL REPORT
DESIGN - RECLAIM 9"
1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C]
BITUMINOUS TACK COAT
2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]
RECLAIMED AGGREGATE BASE
EXISTING AGGREGATE BASE
TYPICAL SECTION
15TH STREETA
DESIGN ℄ PROFILE
3.0%
RESTORE WITH 6" (MIN.)
TOPSOIL BORROW AND
SEED/BLANKET
66'
12'
3.5" AGGREGATE BASE
CLASS 2 SHOULDERING
LANE WIDTHS
STREET BEGIN STATION END STATION *LANE WIDTH TO B/C
IVORY AVENUE 0+80 11+88 12'
IVORY AVENUE 11+88 26+90 13'
IVORY AVENUE 26+90 35+91 12'
16TH STREET 0+50 3+50 13'
2'2'
EXISTING AGGREGATE
BASE SHOULDERING
2'
EXISTING AGGREGATE
BASE SHOULDERING
DESIGN - RECLAIM 9"
1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C]
BITUMINOUS TACK COAT
2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]
RECLAIMED AGGREGATE BASE
EXISTING AGGREGATE BASE
NOTE:
DESIGN TYPICAL SECTION FOR RIGHT SIDE NOT SHOWN FOR
CLARITY.
⅊⅊
50'
℄
13'
B418 CONCRETE CURB
AND GUTTER
TYPICAL SECTION
16TH STREET (STA 6+02 TO 6+75)C2
DESIGN ℄ PROFILE
RESTORE WITH 6"
(MIN.) TOPSOIL
BORROW AND SOD
⅊⅊
50'
℄
14'13'
B418 CONCRETE CURB
AND GUTTER
TYPICAL SECTION
16TH STREET (STA 3+50 TO 6+02 & STA 6+75 TO 10+00)C1
EXISTING
BITUMINOUS CURB
DESIGN ℄ PROFILE
3%
RESTORE WITH 6"
(MIN.) TOPSOIL
BORROW AND SOD
EXISTING
3.7" BITUMINOUS (AVERAGE) - SEE GEOTECHNICAL REPORT
13.5" GRAVEL BASE (AVERAGE) - SEE GEOTECHNICAL REPORTDESIGN - RECLAIM 9"
1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C]
BITUMINOUS TACK COAT
2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]
RECLAIMED AGGREGATE BASE
EXISTING AGGREGATE BASE
3%
1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C]
BITUMINOUS TACK COAT
2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]
6" AGGREGATE BASE, CLASS 6 (MNDOT SPEC 3138, 30% MAXIMUM RECYCLED CONCRETE)
12" SELECT GRANULAR BORROW (MNDOT SPEC 3149.2B, NO RECYCLED MATERIAL)
13'
SHEET
DATELIC. NO.
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. Bolton & Menk, Inc. 2023, All Rights ReservedcH:\LKELMN\0N1125134\CAD\C3D\125134C101.dwg 2/7/2023 2:06:47 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
3507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MICHAEL R. WARNER
44693 02/23/2022
LAKE ELMO, MINNESOTA
PARKVIEW - CARDINAL NEIGHBORHOOD STREET AND UTILITY IMPROVEMENTS
MRW
CRN
MRW
2020.121
0 CON 05/05/2022
C1.01
TYPICAL SECTIONS
1
1
1 CO 3 02/06/2023
⅊⅊
VARIES
20'
B418 CONCRETE CURB
AND GUTTER (TYP)
TYPICAL SECTION
IVY AVENUE (STA 6+72 TO 16TH ST)
20'
VARIES
E1
⅊⅊
VARIES
℄
12'
B418 CONCRETE
CURB AND GUTTER
TYPICAL SECTION
IVY AVENUE (STA 0+41 TO 6+72)D
DESIGN ℄ PROFILE
RESTORE WITH 6" (MIN.)
TOPSOIL BORROW AND
SEED/BLANKET OR SOD (SEE
EROSION CONTROL SHEETS)
⅊⅊
VARIES
℄
14'14'
B418 CONCRETE
CURB AND GUTTER
TYPICAL SECTION
IVY AVENUE (STA 8+62 TO CUL-DE-SAC)F
EXISTING BITUMINOUS CURB
DESIGN ℄ PROFILE
3%
RESTORE WITH 6" (MIN.)
TOPSOIL BORROW AND SOD
EXISTING
3.9" BITUMINOUS (AVERAGE) - SEE GEOTECHNICAL REPORT
12.7" GRAVEL BASE (AVERAGE) - SEE GEOTECHNICAL REPORTDESIGN - RECLAIM 8"
1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C]
BITUMINOUS TACK COAT
2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]
RECLAIMED AGGREGATE BASE
EXISTING AGGREGATE BASE
NOTE:
DESIGN TYPICAL SECTION FOR RIGHT SIDE NOT SHOWN FOR
CLARITY.
RESTORE WITH 6" (MIN.)
TOPSOIL BORROW AND
SOD
⅊⅊
VARIES
20'
B418 CONCRETE CURB
AND GUTTER (TYP)
TYPICAL SECTION
IVY AVENUE (16TH ST TO 8+62)
EXISTING GREENSPACE
3%
20'
VARIES
VARIES
E2
DESIGN - RECLAIM 9"
1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C]
BITUMINOUS TACK COAT
2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]
RECLAIMED AGGREGATE BASE
EXISTING AGGREGATE BASE
EXISTING BITUMINOUS CURB
EXISTING
3.9" BITUMINOUS (AVERAGE) - SEE GEOTECHNICAL REPORT
12.7" GRAVEL BASE (AVERAGE) - SEE GEOTECHNICAL REPORT
RESTORE WITH 6" (MIN.)
TOPSOIL BORROW AND
SOD
1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C]
BITUMINOUS TACK COAT
2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]
6" AGGREGATE BASE, CLASS 6 (MNDOT SPEC 3138, 30% MAXIMUM RECYCLED CONCRETE)
12" SELECT GRANULAR BORROW (MNDOT SPEC 3149.2B, NO RECYCLED MATERIAL)
12'
3%
EXISTING
GREENSPACE
3%
1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C]
BITUMINOUS TACK COAT
2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]
6" AGGREGATE BASE, CLASS 6 (MNDOT SPEC 3138, 30% MAXIMUM RECYCLED CONCRETE)
12" SELECT GRANULAR BORROW (MNDOT SPEC 3149.2B, NO RECYCLED MATERIAL)
DESIGN - RECLAIM 9"
1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C]
BITUMINOUS TACK COAT
2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]
RECLAIMED AGGREGATE BASE
EXISTING AGGREGATE BASE
SHEET
DATELIC. NO.
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. Bolton & Menk, Inc. 2023, All Rights ReservedcH:\LKELMN\0N1125134\CAD\C3D\125134C101.dwg 2/7/2023 2:06:48 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
3507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MICHAEL R. WARNER
44693 02/23/2022
LAKE ELMO, MINNESOTA
PARKVIEW - CARDINAL NEIGHBORHOOD STREET AND UTILITY IMPROVEMENTS
MRW
CRN
MRW
2020.121
0 CON 05/05/2022
C1.02
TYPICAL SECTIONS
1 CO 3 02/06/2023
1
1
1
CCLVTCLVTCC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CLVTCLVTOEOEOEC-DC-DC-DC-DC-DC-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D
C-D
C-D
C-DC-DE-D
E-D
E-D E-D E-D
E-D
E-DE-D
E
-DE-D E-D E-D E-D E-D
E-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D G-D G-D
G-DOEOEOEOEllllll
llll18190
1
2
3
4
5 67lllll
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l l l l l l
l llllllllllllllllll l l
Ivy
A
v
e
n
u
e15th StreetOUTLOT A
152589401920 0
101
0
1
2
3
4
5
6
7
7
43' - 1" COPPER WATER SERVICE
1" CORPORATION STOP
1" CURB STOP & BOX
8" D
I
P
W
M
8" GV & BOX
132'
-
1
.
5
"
H
D
P
E
S
I
D
R
7
W
A
T
E
R
S
E
R
V
I
C
E
1.5"
C
O
R
P
O
R
A
T
I
O
N
S
T
O
P
1.5"
C
U
R
B
S
T
O
P
&
B
O
X
INST
A
L
L
S
E
R
V
I
C
E
U
N
D
E
R
S
T
O
R
M
S
E
W
E
R
4" I
N
S
U
L
A
T
I
O
N
A
T
C
R
O
S
S
I
N
G
(
4
'
X
8
'
)
STA 0+40
CONNECT TO EXISTING 8" DIP AND
BEGIN OPEN CUT 8" DIP WATERMAIN
985
990
995
1000
1005
1010
1015
1020
1025
1030
985
990
995
1000
1005
1010
1015
1020
1025
1030
1016.940+00 1016.051015.320+50 1014.511013.791+00 1013.161012.601+50 1012.101011.602+00 1011.111010.612+50 1010.121009.643+00 1009.311009.143+50 1008.961008.694+00 1008.331008.024+50 1007.921008.125+00 1008.261008.405+50 1008.471008.526+00 1008.571008.601019.16+50 1008.591019.31008.651019.57+00
7.5' MIN COVER
FINISH GROUND PROFILE
OVER WATERMAIN
EXISTING GROUND PROFILE
OVER WATERMAIN
FINISH GROUND
TOP OF WATERMAIN
ELEVATION
STORM CROSSING
INV = 1012.14'
STORM CROSSING
INV = 1009.45'STORM CROSSING
INV = 1010.21'
CONSTRUCT WATERMAIN WITH
OVERDEPTH TO ELIMINATE HIGH POINT
8" DIP CL 52 WATERMAIN
LOWER WATERMAIN
PROVIDE 1.5' (MIN.) CLEARANCE
UNDER STORM SEWER
STORM CROSSING
INV = 1020.55'
SHEET
DATELIC. NO.
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. Bolton & Menk, Inc. 2023, All Rights ReservedcH:\LKELMN\0N1125134\CAD\C3D\125134C412.dwg 2/7/2023 2:07:22 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
3507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MICHAEL R. WARNER
44693 02/23/2022
LAKE ELMO, MINNESOTA
PARKVIEW - CARDINAL NEIGHBORHOOD STREET AND UTILITY IMPROVEMENTS
MRW
CRN
MRW
2020.121
0 CON 05/05/2022 RSEE SHEET C4.04
SEE SHEETC4.15SEE SHEETC4.04C4.14WATERMAIN PLAN & PROFILE
IVY AVE
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
WATERMAIN
NOTES:
1.GREY STATIONING IS STREET STATIONING. BLACK
STATIONING IS WATERMAIN STATIONING.
2.ALL WATERMAIN SHALL BE HDPE UNLESS NOTED
OTHERWISE.
3.CONTRACTOR SHALL MINIMIZE THE PIT DIMENSIONS
AND THE AREA DISTURBED.
4.PITS FOR THE MAINLINE DRILLING SHALL BE PLACED AT
LOCATIONS CORRESPONDING TO VALVE, HYDRANT, OR
SERVICE LOCATIONS TO MINIMIZE THE NUMBER OF PITS
AND DISTURBANCE AREA.
5.ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER
UNLESS NOTED OTHERWISE. WATERMAIN OVERDEPTH
SHALL BE CONSIDERED INCIDENTAL.
6.HYDRANT ELEVATIONS ARE TO TOP NUT.
7.FINAL SERVICE LOCATIONS SHALL BE VERIFIED IN THE
FIELD BY THE ENGINEER.
8.CONSTRUCT CONCRETE SPLASH PAD AT ALL HYDRANTS
PER STANDARD DETAIL O/C1.03 UNLESS NOTED
OTHERWISE.
REVISE WATERMAIN ON IVY AVENUE FROM 15TH STREET TO 16TH
STREET FROM 10" HDPE DIRECTIONAL DRILL TO 8" DIP OPEN CUT1
1 CO 3 08/12/2022
CCCCCCCCCOCOCCCCC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>G-BC-B
G-BC-DC-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-DC-DC-DC-DC-DC-DC-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-DC-DC-DC-DC-DC-D
C-D
C-D
C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D
C-D
C-D
C-D
C-D
C-D
C-DE-DE-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-DE-DE-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-DE-DE-
DE-DE-DE-DE-DE-DE-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-DE-DE-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-DG-DG-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-DG-DG-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
l l l l l l l l l l l l llll
78
9 10 11 12 13 14 156
6
llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l
Ivy Avenue
1545
1550
1578
1571 1589
1594
1625
1643
1620 16346
780
1
2 3 4 5
6
71234567 8
77
0
1
8" DIP WM 10" HDPE WM
8" GV & BOX
VALVE BOX EXTENSION
8" X 6" TEE (TIPPED UP)
6" - 22.5° BEND
15' - 6" DIP
6" GV & BOX
8'-6" BURY
HYD @ ELEV - 1022.6'
SPLASH PAD PER
DETAIL 201/C8.07
33' - 1" COPPER WATER SERVICE
1" CORPORATION STOP
1" CURB STOP & BOX
32' - 1" COPPER WATER SERVICE
1" CORPORATION STOP
1" CURB STOP & BOX
132' - 1.5" HDPE SIDR 7 WATER SERVICE
1.5" CORPORATION STOP
1.5" CURB STOP & BOX
INSTALL SERVICE UNDER STORM SEWER
4" INSULATION AT CROSSING (4' X 8')
8" X 6" TEE
16' - 6" DIP
6" GV & BOX
HYD @ ELEV - 1022.6'
8'-6" BURY
SPLASH PAD PER DETAIL
201/C8.07
32' - 1" COPPER WATER SERVICE
1" CORPORATION STOP
1" CURB STOP & BOX
10" HDPE WM132' - 1.5" HDPE SIDR 7 WATER SERVICE
1.5" CORPORATION STOP
1.5" CURB STOP & BOX
132' - 1.5" HDPE SIDR 7 WATER SERVICE
1.5" CORPORATION STOP
1.5" CURB STOP & BOX
111' - 1.5" HDPE SIDR 7 WATER SERVICE
1.5" CORPORATION STOP W/ SADDLE
1.5" CURB STOP & BOX
8" GV & BOX
8" X 8" TEE
8" DIP TO 10" HDPE
TRANSITION FITTING (NORTH)
8" - 22.5° BEND
8" - 22.5° BEND
REMOVE AND REPLACE
BITUMINOUS TRAIL
REMOVE AND REPLACE
BITUMINOUS TRAIL
STA 12+60
CONNECT TO
EXISTING 8" DIP AND
END OPEN CUT 8" DIP
WATERMAIN
985
990
995
1000
1005
1010
1015
1020
1025
1030
985
990
995
1000
1005
1010
1015
1020
1025
1030
7.5' MIN COVER
FINISH GROUND PROFILE
OVER WATERMAIN
EXISTING GROUND PROFILE
OVER WATERMAIN
FINISH GROUND
TOP OF WATERMAIN
ELEVATION
STORM CROSSING
INV = 1012.76'1008.861019.71009.061019.87+50 1009.271019.81009.481019.88+00 1009.691019.61009.821019.28+50 1009.901018.81009.981018.39+00 1010.031018.01010.121017.89+50 1010.261017.81010.381017.910+00 1010.531018.01010.691018.210+50 1010.851018.41011.041018.511+00 1011.251018.71011.471019.011+50 1011.701019.31011.921019.612+00 1012.141012.2912+50 1012.371011.9113+00 1011.421010.9313+50 1010.451009.9614+00 1009.41CONSTRUCT WATERMAIN WITH
OVERDEPTH TO ELIMINATE HIGH POINT
8" DIP CL 52 WATERMAIN
10" HDPE DR 11 WA
T
E
R
M
A
I
N
(
H
D
D
)
SHEET
DATELIC. NO.
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. Bolton & Menk, Inc. 2023, All Rights ReservedcH:\LKELMN\0N1125134\CAD\C3D\125134C412.dwg 2/7/2023 2:07:36 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
3507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MICHAEL R. WARNER
44693 02/23/2022
LAKE ELMO, MINNESOTA
PARKVIEW - CARDINAL NEIGHBORHOOD STREET AND UTILITY IMPROVEMENTS
MRW
CRN
MRW
2020.121
0 CON 05/05/2022 RSEE SHEETC4.14SEE SHEET C4.13
SEE SHEETC4.16C4.15WATERMAIN PLAN & PROFILE
IVY AVE
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
WATERMAIN
NOTES:
1.GREY STATIONING IS STREET STATIONING. BLACK STATIONING IS WATERMAIN STATIONING.
2.ALL WATERMAIN SHALL BE HDPE UNLESS NOTED OTHERWISE.
3.CONTRACTOR SHALL MINIMIZE THE PIT DIMENSIONS AND THE AREA DISTURBED.
4.PITS FOR THE MAINLINE DRILLING SHALL BE PLACED AT LOCATIONS CORRESPONDING TO VALVE,
HYDRANT, OR SERVICE LOCATIONS TO MINIMIZE THE NUMBER OF PITS AND DISTURBANCE AREA.
5.ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER UNLESS NOTED OTHERWISE. WATERMAIN
OVERDEPTH SHALL BE CONSIDERED INCIDENTAL.
6.HYDRANT ELEVATIONS ARE TO TOP NUT.
7.FINAL SERVICE LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER.
8.CONSTRUCT CONCRETE SPLASH PAD AT ALL HYDRANTS PER STANDARD DETAIL O/C1.03 UNLESS NOTED
OTHERWISE.
REVISE WATERMAIN AND SERVICES ON IVY AVENUE FROM
15TH STREET TO 16TH STREET FROM 10" HDPE DIRECTIONAL
DRILL TO 8" DIP OPEN CUT
1
1 CO 3 08/12/2022
1
1
CCECCCC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>C-BC-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-DE-DE-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D G-DG-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D G-DG-DE-DE-DE-DE-DE-D
E-D
E-D
E-D
l l l l l l l l l l
llllllllllllllllll
15 16 17
18
19
19 llllllllllllllllllllllllllllllllllllllIvy Avenue
1643
16651683
1683
1634
1650
1668
1684
1696
OUTLOT B
8
8
8 8
1
2
3
4
5
5
10" HDPE WM
85' - 1.5" COPPER WATER SERVICE
1.5" CORPORATION STOP W/ SADDLE
1.5" CURB STOP & BOX
32' - 1" COPPER WATER SERVICE
1" CORPORATION STOP W/ SADDLE
1" CURB STOP & BOX
38' - 1" COPPER WATER SERVICE
1" CORPORATION STOP W/ SADDLE
1" CURB STOP & BOX
38' - 1" COPPER WATER SERVICE
1" CORPORATION STOP W/ SADDLE
1" CURB STOP & BOX
33' - 1" COPPER WATER SERVICE
1" CORPORATION STOP W/ SADDLE
1" CURB STOP & BOX
56' - 1" COPPER WATER SERVICE
1" CORPORATION STOP W/ SADDLE
1" CURB STOP & BOX
55' - 1.5" COPPER WATER SERVICE
1.5" CORPORATION STOP W/ SADDLE
1.5" CURB STOP & BOX
8" X 6" REDUCER
21' - 6" DIP
6" GV & BOX
HYD @ ELEV - 1002.1' 8'-6" BURY
SPLASH PAD PER
DETAIL 201/C8.07
8" X 6" TEE
16' - 6" DIP
6" GV & BOX
8'-6" BURY
HYD @ ELEV - 1014.9'
10" HDPE TO 8" DIP
TRANSITION FITTING (2 EA)
SPLASH PAD PER
DETAIL 201/C8.07
INSTALL SERVICE UNDER STORM SEWER
4" INSULATION OVER SERVICE AT CROSSING
32' - 1" COPPER WATER SERVICE
1" CORPORATION STOP W/ SADDLE
1" CURB STOP & BOX
INSTALL SERVICE
OVER STORM SEWER
4" INSULATION ABOVE
AND BELOW SERVICE
PROPOSED PERMANENT
EASEMENT (TYP.)
10" HDPE TO 8" DIP
TRANSITION FITTING
8" - 45° BEND
980
985
990
995
1000
1005
1010
1015
1020
980
985
990
995
1000
1005
1010
1015
1020
1009.411008.7314+50 1007.901006.9815+00 1005.781004.6215+50 1003.441002.2416+00 1001.01999.7616+50 998.52997.3517+00 996.29995.2617+50 994.37993.6818+00 993.17992.7718+50 992.39991.9919+00 991.56991.0919+50 20+00 20+50 21+00
7.5' MIN COVER
FINISH GROUND PROFILE
OVER WATERMAIN
EXISTING GROUND PROFILE
OVER WATERMAIN
FINISH GROUND
TOP OF WATERMAIN
ELEVATION
STORM CROSSING
INV = 1000.39'
STORM CROSSING
INV = 993.20'
10" HDPE
D
R
1
1
W
A
T
E
R
M
A
I
N
(
H
D
D
)
SHEET
DATELIC. NO.
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. Bolton & Menk, Inc. 2023, All Rights ReservedcH:\LKELMN\0N1125134\CAD\C3D\125134C412.dwg 2/7/2023 2:07:46 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
3507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MICHAEL R. WARNER
44693 02/23/2022
LAKE ELMO, MINNESOTA
PARKVIEW - CARDINAL NEIGHBORHOOD STREET AND UTILITY IMPROVEMENTS
MRW
CRN
MRW
2020.121
0 CON 05/05/2022 RSEE SHEETC4.15C4.16WATERMAIN PLAN & PROFILE
IVY AVE
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
WATERMAIN
NOTES:
1.GREY STATIONING IS STREET STATIONING. BLACK
STATIONING IS WATERMAIN STATIONING.
2.ALL WATERMAIN SHALL BE HDPE UNLESS NOTED
OTHERWISE.
3.CONTRACTOR SHALL MINIMIZE THE PIT DIMENSIONS
AND THE AREA DISTURBED.
4.PITS FOR THE MAINLINE DRILLING SHALL BE PLACED AT
LOCATIONS CORRESPONDING TO VALVE, HYDRANT, OR
SERVICE LOCATIONS TO MINIMIZE THE NUMBER OF PITS
AND DISTURBANCE AREA.
5.ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER
UNLESS NOTED OTHERWISE. WATERMAIN OVERDEPTH
SHALL BE CONSIDERED INCIDENTAL.
6.HYDRANT ELEVATIONS ARE TO TOP NUT.
7.FINAL SERVICE LOCATIONS SHALL BE VERIFIED IN THE
FIELD BY THE ENGINEER.
8.ALL 8" DIP SHALL BE PAID FOR AS "10" HDPE
WATERMAIN, DIRECTIONAL DRILL".
9.CONSTRUCT CONCRETE SPLASH PAD AT ALL HYDRANTS
PER STANDARD DETAIL O/C1.03 UNLESS NOTED
OTHERWISE.
1
1 CO 3 08/12/2022
CLVT
CLVT
C C
CLVTCLVT C C C
CLVT CLVT>>>>>>>>>>>>GCGC-DC-DC-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D
C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DE-DE-DE-DE-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-DE-DE-DE-D
E-D
E-D E-D E-D E-D E-D E-D
E-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D>>91559125
1615
0
1 2 3 4 5 6 722
565671594
1620
Ivy AvenueCONSTRUCT B612 CONCRETE
CURB & GUTTER AROUND RADIUS (TYP.)
END RIBBON CURB
BEGIN B418 CURB
STA 3+68
CONSTRUCT 26' B/B
CONCRETE RIBBON CURB
PER TYPICAL SECTION B/C1.01
CONSTRUCT 26' B/B
B418 CONCRETE CURB & GUTTER
PER TYPICAL SECTION C1/C1.01 R20' (TYP.)BEGIN FULL STREET
RECONSTRUCT PER
TYPICAL SECTION C2/C1.01
END FULL STREET RECONSTRUCT
CONSTRUCT 26' B/B
B418 CONCRETE CURB & GUTTER
PER TYPICAL SECTION C1/C1.01
END FULL STREETRECONSTRUCT ANDBEGIN RECLAIM ONWEST SIDE OF ISLAND1000
1005
1010
1015
1020
1025
1030
1035
1040
1045
1000
1005
1010
1015
1020
1025
1030
1035
1040
1045
1018.711018.30+00 1018.561018.61018.921018.90+50 1019.291019.21019.741019.51+00 1020.201020.01020.651020.51+50 1021.101021.01021.551021.52+00 1022.011022.01022.461022.42+50 1022.911022.81023.361023.23+00 1023.821023.61024.271024.03+50 1024.671024.41024.921024.74+00 1025.001024.91024.931024.94+50 1024.691024.51024.301024.15+00 1023.751023.51023.031022.85+50 1022.211022.11021.401021.16+00 1020.761020.31020.341020.06+50 1020.131019.81019.981019.87+00
-3.30%
-0.60%
1.81%
-3.00%
1.43%VPI: 0+00.00EL: 1018.71VPI: 0+11.49EL: 1018.37VPI: 0+71.53EL: 1019.23VPI: 4+55
EL: 1026.17
A = -5.11%
K = 39.16
L=200'
VPI: 6+30
EL: 1020.40
A = 2.70%
K = 27.81
L=75'HP: 4+25.89EL: 1025.00VPC: 3+55EL: 1024.36VPT: 6+67.50EL: 1020.18VPT: 5+55EL: 1022.87VPC: 5+92.50EL: 1021.64FINISHED ℄ PROFILE
EXISTING ℄ PROFILE
SHEET
DATELIC. NO.
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. Bolton & Menk, Inc. 2023, All Rights ReservedcH:\LKELMN\0N1125134\CAD\C3D\125134C612.dwg 2/7/2023 2:09:01 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
3507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MICHAEL R. WARNER
44693 02/23/2022
LAKE ELMO, MINNESOTA
PARKVIEW - CARDINAL NEIGHBORHOOD STREET AND UTILITY IMPROVEMENTS
MRW
CRN
MRW
2020.121
0 CON 05/05/2022SEE SHEETC6.10R
SEE SHEET C6.15
SEE SHEET C6.15
SEE SHEET C6.10
16TH STREET SEE SHEETC6.13C6.12STREET PLAN & PROFILE
16TH ST
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
1 CO 3 02/06/2023
1
1
1
CLVT
CLVT
CLVT
C C
C C CLVT
CLVT
CLVT
CLVT
CLVT
C
C
>>>>>>>>>
>
>
>
>>>>
>>>>EEC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D C-D
C-DC
-DC-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
D
C-D
C-D C-D C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DE-DE-DE-DE-DE-DE-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D
E
-DE-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-DE-D
E-D
E-D E-DE-DE-DE-DE-DE-DE-DG-DG-DG-DG-DG-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-DG-D
G-D G-D
G-D
G
-
D
G-DG-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G
-
D
G-
D
G-D
G-D G-D
G-D G-DG-DG-DG-DG-DG-DG-D>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
Ivory CourtIvory Avenue1513
1517
1539
1535
1529
OUTLOT A313201233
-0+25 0+00
1+00 2+003+00
4+00
4+41.83
CONSTRUCT B612 CONCRETE
CURB & GUTTER AROUND RADIUS (TYP.)
END B612 CONCRETE
CURB & GUTTER
STA 0+80
CONSTRUCT 26' B/B
CONCRETE RIBBON CURB & GUTTER
PER TYPICAL SECTION G/C1.03
END SURMOUNTABLE C & G
BEGIN B612 C & G
(GUTTER OUT)
BEGIN SURMOUNTABLE C & G
END B612 C & G
1030
1035
1040
1045
1050
1030
1035
1040
1045
1042.891042.70+00 1042.481042.51042.261042.20+50 1041.921041.81041.481041.31+00 1040.941040.81040.351040.31+50 1039.761039.71039.181039.12+00 1038.631038.41038.121038.02+50 1037.641037.51037.161037.03+00 1036.71036.83+50
-2.35%
-1.91%
-2.97%-0.67%VPI: 0+00.00EL: 1042.89VPI: 0+10.50EL: 1042.58VPI: 3+22.49EL: 1036.73VPI: 0+72.81
EL: 1042.17
A = -1.68%
K = 59.48
L=100'
VPI: 2+25
EL: 1038.59
A = 0.44%
K = 169.31
L=75'VPC: 0+22.81EL: 1042.50VPT: 2+62.50EL: 1037.87VPT: 1+22.81EL: 1040.99VPC: 1+87.50EL: 1039.47FINISHED ℄ PROFILE
EXISTING ℄ PROFILE
G
G
GCGGG-DG-DG-DG-DG-DG-DG-DG-DG-DC-DC-D C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DE-DE-DE-DE-D
E-D
E-D
E-D
E-D
E-D
E-D E-DE-DE-D
E-D
E-D
E-D
E-D
E-D
E-DE-DE-DE-DE-DG-DG-DG-DG-DG-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-DG-DG-DG-DG-DXXX
8
9
10
10
5616th Stree
t
1625
1589
Ivy AvenueCONSTRUCT 26' B/B
B418 CONCRETE CURB & GUTTER
PER TYPICAL SECTION C1/C1.01
BEGIN CROWN ADJUSTMENT STA 9+46
SEE SHEET C6.20 FOR DETAILS
CONSTRUCT CONCRETE FLUME
PER DETAIL Q/C1.04
CONSTRUCT CONCRETE KNOCK
DOWN CURB AND GUTTER
1010
1015
1020
1025
1030
1010
1015
1020
1025
1030
1019.351019.47+50 1019.301019.31019.461019.58+00 1019.731019.71019.891019.98+50 1019.931019.91019.531019.59+00 1018.841018.81017.881017.99+50 1017.061017.11016.401016.410+00
-3.58%
-0.60%
0.59%VPI: 10+09.67EL: 1015.93VPI: 8+90
EL: 1020.21
A = -4.17%
K = 23.98
L=100'
VPI: 7+75
EL: 1019.53
A = 1.19%
K = 62.98
L=75'HP: 8+54.17EL: 1019.96LP: 7+75.29EL: 1019.64VPC: 8+40EL: 1019.91VPT: 8+12.50EL: 1019.75VPT: 9+40EL: 1018.42VPC: 7+37.50EL: 1019.76FINISHED ℄ PROFILE
EXISTING ℄ PROFILE
1025
1030
1035
1040
1045
1025
1030
1035
1040
1045
1037.981037.91037.491037.40+00 1036.811036.91036.121036.10+50 1035.441035.41035.211035.21+00 1034.981035.11034.751034.81+50 1034.521034.51034.301034.22+00 1034.121034.11034.361034.32+50 1034.721034.81035.091035.03+00 1035.471035.21036.021035.83+50 1036.571036.61037.121037.14+00 1037.651037.54+50
-1.98%1.98%
-0.91%0.94%1.46%
-2.73%
-2.73%2.20%
2.20%VPI: -0+25.00EL: 1037.98VPI: 0+00.00EL: 1037.49VPI: 0+57.16EL: 1035.93VPI: 0+75.31EL: 1035.43VPI: 2+22.15EL: 1034.10VPI: 2+49.82EL: 1034.36VPI: 3+23.45EL: 1035.43VPI: 3+59.67EL: 1036.23VPI: 4+16.88EL: 1037.49VPI: 4+41.83EL: 1037.98FINISHED CURB PROFILE
EXISTING GROUND PROFILE
SHEET
DATELIC. NO.
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. Bolton & Menk, Inc. 2023, All Rights ReservedcH:\LKELMN\0N1125134\CAD\C3D\125134C612.dwg 2/7/2023 2:09:55 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
3507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MICHAEL R. WARNER
44693 02/23/2022
LAKE ELMO, MINNESOTA
PARKVIEW - CARDINAL NEIGHBORHOOD STREET AND UTILITY IMPROVEMENTS
MRW
CRN
MRW
2020.121
0 CON 05/05/2022
R
SEE SHEET C6.10
SEE SHEET C6.10
IVORY COURT16TH STREETSEE SHEETC6.12SEE SHEET C6.15
SEE SHEET C6.15
C6.13STREET PLAN & PROFILE
16TH ST & IVORY CT
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
BP PIPELINE NOTES:
1.CONTACT BP DAMAGE PREVENTION SPECIALIST (MIKE
ROSS @ 651-492-4934 OR CORY GRIEFF @ 507-208-9327)
A MINIMUM OF 48 HOURS PRIOR TO ANY ACTIVITIES
WITHIN 25 FT OF PIPELINE.
2.BP DAMAGE PREVENTION SPECIALIST TO BE ON SITE
DURING PIPELINE CROSSING.
1
1 CO 3 02/06/2023
CCLVTCLVTCC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CLVTCLVTOEOEOEC-DC-DC-DC-DC-DC-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D
C-D
C-D
C-DC-DE-D
E-D
E-D E-D E-D
E-D
E-DE-D
E
-DE-D E-D E-D E-D E-D
E-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D G-D G-D
G-DOEOEOEOE
>>>>>>>>>>
>>>>>>>>>>>>>>>>
>>>>>>
Ivy
A
v
e
n
u
e15th StreetOUTLOT A
152589401920 0
101
0
1
2
3
4
5
6
7
7
WARP CURB BACK AND GUTTER
TO MATCH STRUCTURE
CONSTRUCT PERPENDICULAR CONCRETE
PEDESTRIAN RAMP PER STANDARD DETAILS
SEE SHEET C6.24 FOR DETAILS
CONSTRUCT PERPENDICULAR CONCRETE
PEDESTRIAN RAMP PER STANDARD DETAILS
SEE SHEET C6.24 FOR DETAILS
CONSTRUCT 24' B/B
B418 CONCRETE CURB & GUTTER
PER TYPICAL SECTION D/C1.02
STA 0+41
BEGIN FULL STREET
RECONSTRUCTION PER
TYPICAL SECTION D/C1.02
END FULL STREET
RECONSTRUCT AND
BEGIN RECLAIMON
EAST SIDE OF
ISLAND
1000
1005
1010
1015
1020
1025
1030
1035
1040
1045
1000
1005
1010
1015
1020
1025
1030
1035
1040
1045
1024.981024.80+00 1024.191024.01023.361023.30+50 1022.541022.61021.791021.91+00 1021.131021.31020.541020.71+50 1020.031020.21019.541019.82+00 1019.041019.31018.551018.82+50 1018.051018.31017.561017.83+00 1017.121017.31016.821016.93+50 1016.671016.61016.661016.64+00 1016.801016.81017.021017.14+50 1017.231017.21017.461017.45+00 1017.711017.71017.991018.05+50 1018.311018.31018.641018.66+00 1018.981018.81019.321019.06+50 1019.661019.61021.67+00
-1.98%
0.88%
1.36%
-3.03%-3.30%VPI: 0+00.00EL: 1024.98VPI: 0+12.00EL: 1024.62VPI: 6+75.00EL: 1019.66VPI: 1+15
EL: 1021.22
A = 1.32%
K = 75.69
L=100'
VPI: 3+65
EL: 1016.27
A = 2.86%
K = 43.78
L=125'
VPI: 5+35
EL: 1017.76
A = 0.48%
K = 207.93
L=100'LP: 3+89.14EL: 1016.65VPT: 1+65EL: 1020.23VPT: 4+27.50EL: 1016.82VPT: 5+85EL: 1018.44VPC: 0+65EL: 1022.87VPC: 3+02.50EL: 1017.51VPC: 4+85EL: 1017.32FINISHED ℄ PROFILE EXISTING ℄ PROFILE
SHEET
DATELIC. NO.
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. Bolton & Menk, Inc. 2023, All Rights ReservedcH:\LKELMN\0N1125134\CAD\C3D\125134C612.dwg 2/7/2023 2:10:15 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
3507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MICHAEL R. WARNER
44693 02/23/2022
LAKE ELMO, MINNESOTA
PARKVIEW - CARDINAL NEIGHBORHOOD STREET AND UTILITY IMPROVEMENTS
MRW
CRN
MRW
2020.121
0 CON 05/05/2022RSEE SHEET C6.04
SEE SHEETC6.15SEE SHEETC6.04C6.14STREET PLAN & PROFILE
IVY AVE
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
IVY AVENUE
1 CO 3 02/07/2023
1
1
CCCCCCCCCOCOCCCCC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CLVTGC
GC-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-DC-DC-DC-DC-DC-DC-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-DC-DC-DC-DC-DC-D
C-D
C-D
C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D
C-D
C-D
C-D
C-D
C-D
C-DE-DE-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-DE-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-DE-DE-
DE-DE-DE-DE-DE-DE-DE-DE-DE-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-DE-DE-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-DG-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-DG-DG-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
Ivy Avenue
1545
1550 1578
1571 1589
1594
1625
16206
7801
2 3 4 5
6
7
012 3 4 5 6 7 8
77
0
CONSTRUCT PERPENDICULAR CONCRETE
PEDESTRIAN RAMP PER STANDARD DETAILS
SEE SHEET C6.24 FOR DETAILS
CONSTRUCT 20' B/B
B418 CONCRETE CURB & GUTTER
PER TYPICAL SECTION E1/C1.02
CONSTRUCT PERPENDICULAR CONCRETE
PEDESTRIAN RAMP PER STANDARD DETAILS
SEE SHEET C6.24 FOR DETAILS
R
2
0
'
(
T
Y
P
.
)
CONSTRUCT 20' B/B
B418 CONCRETE CURB & GUTTER
PER TYPICAL SECTION E/C1.02
16th StreetWARP CURB BACK AND GUTTER
TO MATCH STRUCTURE
WARP CURB BACK AND GUTTER
TO MATCH STRUCTURE
END FULL STREET
RECONSTRUCT AND
BEGIN RECLAIM ON
WEST SIDE OF ISLAND
1010
1015
1020
1025
1030
1010
1015
1020
1025
1030
1019.051019.10+00 1019.241019.21019.431019.40+50 1019.631019.61019.811019.81+00 1019.871019.81019.801019.71+50 1019.581019.51019.221019.22+00 1018.791018.71018.361018.42+50 1018.001018.01017.791017.73+00 1017.731017.71017.821017.83+50 1017.991018.01018.151018.14+00 1018.311018.31018.491018.44+50 1018.701018.61018.941018.85+00 1019.211019.01019.501019.35+50 1019.791019.61020.081019.96+00 1020.031019.71019.541019.26+50 1019.051018.81018.561018.47+00
-1.72%0.77%0.77%2.98%-3.02%
0.65%
1.16%-1.95%VPI: 0+00.00EL: 1019.05VPI: 0+15.97EL: 1019.17VPI: 6+00.57EL: 1020.09VPI: 6+11.40EL: 1020.41VPI: 6+22.23EL: 1020.08VPI: 1+45
EL: 1020.16
A = -2.49%
K = 44.17
L=110'
VPI: 3+00
EL: 1017.50
A = 2.37%
K = 42.18
L=100'
VPI: 4+74.94
EL: 1018.63
A = 0.51%
K = 198.00
L=100'HP: 1+24.01EL: 1019.87LP: 3+22.58EL: 1017.73VPC: 0+90EL: 1019.74VPT: 3+50EL: 1017.82VPT: 5+24.94EL: 1019.21VPT: 2+00EL: 1019.22VPC: 2+50EL: 1018.36VPC: 4+24.94EL: 1018.31FINISHED ℄ PROFILE
EXISTING ℄ PROFILE
1010
1015
1020
1025
1030
1010
1015
1020
1025
1030
0+00 1019.221019.11019.191019.10+50 1018.961018.81018.651018.51+00 1018.341018.31018.041017.91+50 1017.731017.61017.491017.42+00 1017.351017.21017.311017.22+50 1017.381017.31017.551017.53+00 1017.761017.71017.971017.93+50 1018.191018.11018.401018.24+00 1018.611018.41018.821018.64+50 1019.041018.91019.251019.15+00 1019.661019.41019.191019.15+50 1018.801018.71018.411018.36+00 1018.021018.01017.641017.66+50 1017.251017.21016.861016.77+00
-1.22%0.50%0.50%-3.01%0.85%2.99%-1.56%VPI: 0+00.00EL: 1019.10VPI: 0+07.01
EL: 1019.13
VPI: 5+37.66EL: 1019.38VPI: 5+16.00EL: 1019.39VPI: 5+26.83EL: 1019.71VPI: 0+45
EL: 1019.32
A = -1.72%
K = 28.99
L=50'
VPI: 2+35
EL: 1017.00
A = 2.07%
K = 60.25
L=125'HP: 0+34.50EL: 1019.24LP: 2+46.29EL: 1017.31VPC: 0+20EL: 1019.20VPC: 7+12.50EL: 1016.66VPT: 2+97.50EL: 1017.53VPT: 0+70EL: 1019.02VPC: 1+72.50EL: 1017.76FINISHED ℄ PROFILE
EXISTING ℄ PROFILE
SHEET
DATELIC. NO.
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. Bolton & Menk, Inc. 2023, All Rights ReservedcH:\LKELMN\0N1125134\CAD\C3D\125134C612.dwg 2/7/2023 2:26:13 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
3507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MICHAEL R. WARNER
44693 02/23/2022
LAKE ELMO, MINNESOTA
PARKVIEW - CARDINAL NEIGHBORHOOD STREET AND UTILITY IMPROVEMENTS
MRW
CRN
MRW
2020.121
0 CON 05/05/2022 RSEE SHEETC6.14SEE SHEET C6.12
SEE SHEETC6.16C6.15STREET PLAN & PROFILE
IVY AVE
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
IVY AVENUE
SEE SHEET C6.13
SOUTHBOUND
NORTHBOUND
1
1 CO 3 02/06/2023
1