10.d1 MNDNR Gateway Trail Project - Request to Approve Plans Specs and Authorize Ad for Bid
14727 209 th St. N., Scandia, Minnesota 55073
Phone (651) 433 -2274 Fax (651) 433 -5112 http://www.ci tyof scandia.com
October 21, 2025
Honorable Mayor and City Council
14727 209th Street N
Scandia, MN 55073
Re: MNDNR Gateway Trail Project
Approve Plans, Specifications and Authorize Advertisement for Bid.
Dear Mayor and Council:
We request that the City Council approve plans, specifications and authorize advertisements for
bid for the MNDNR Gateway Trail Project. City Staff, Washington County, and the MNDNR have
been heavily involved in the planning of this project over the last few years. All permits required
will be applied for and obtained prior to the start of the project.
Funding
Funding pursuits for this project began in 2018 during the initial design of the northern trail portion
of this project. In 2023 design was picked up again to implement the northern trail portion into a
larger project including a realignment of County Road 52 and the installation of the box culvert
underpass. The following breakdown highlights important aspects of the project’s costs, funding,
public engagement, issues, and project timeline for the purposes of council discussion.
Funding for this project has been received from multiple sources in an effort to cover the
entirety of the project costs. The City of Scandia has received the following commitments as it
pertains to funding:
• $800,000.00 from Washington County for the work related to the realignment of County Road 52.
• $2,689,000.00 from the LCCMR Grant designated for the construction of the trail in its
entirety (includes the mention of an underpass in the grant language).
• $200,000.00 in additional funding from the DNR for the project as a whole.
The total funding allocated for this project is $3,689,000.00.
14727 209 th St. N., Scandia, Minnesota 55073
Phone (651) 433 -2274 Fax (651) 433 -5112 http://www.ci tyof scandia.com
Public Engagement
An initial public engagement meeting was held back in 2018 prior to the addition of the County
Road 52 realignment portion of the project. Between 2018 and 2024 there were no additional
public meetings held. In the late winter and spring of 2025 Kyle and Isiah reached out to
property owners along the project corridor to discuss design aspects and impacts to individual
properties. Multiple on-site meetings were held which generated the idea to conduct another
public meeting which was held on Wednesday, June 11th.
While this was not a requirement of the project or other agency involved, the City felt that this
would be crucial to hearing input from property owners and answering outstanding questions.
The City of Scandia, Bolton and Menk, Washington County, and the MNDNR all had
representatives available to answer questions and provide information to those who attended.
Public Issues
There were two main issues brought up by the public which were shared among the majority of
those in attendance:
1. Why is the box culvert necessary?
2. Why construct the box culvert now?
3. Why build this now and have the trail dead end south of CR 52?
The answer to these questions was discussed with those in attendance and summarized below:
1. The MNDNR avoids “at-grade” trail crossings whenever possible on new state trail
projects for the safety of the users. There are a few instances across the state where this
is not currently the case but will be further investigated in the future to see if these can
be re-designed to ultimately remove all “at-grade” crossings.
a. The MNDNR has allowed this project to have the horse trail crossing “at-grade”
to help with cost savings and minimize overall project impact.
2. The box culvert is being proposed to be installed as part of this project for the following
reasons:
a. The County is currently committing funds to help with this project which is not
guaranteed in the future.
b. The LCCMR grant money must be used by 2027 or will no longer be eligible for
to aid this project.
c. **Since the award of the LCCMR grant funding, the rules have changed. In the
future the City would be required to match up to 25% of the LCCMR grant
funding which is not currently required.
3. All trails are built in segments, as it is too expensive to build extremely long trails all in
one project. The goal of this project is to get the trail across CR 52 so that the MNDNR
can connect to it in the future as they continue this project south to William O’Brien
State Park.
**This point was not explicitly made during the public meeting on June 11th.
Upcoming Project Timeline
Approve Plans & Specifications/Authorize Ad for Bid October 21, 2025
Bid Opening November 18, 2025
Consider Contract Award at City Council Meeting December 16, 2025
Construction March - September 2026
14727 209 th St. N., Scandia, Minnesota 55073
Phone (651) 433 -2274 Fax (651) 433 -5112 http://www.ci tyof scandia.com
Future Project Timeline
MNDNR has obtained funding for, and will begin design on, the southern extension to William
O’Brian State Park in the summer of 2025. At this time no funding has been obtained for
construction costs of the southern extension. That will be applied for by the MNDNR at a later
date that has yet to be determined (The MNDNR has verbally expressed that this could be 3-5
years away for construction).
Please do not hesitate to contact me with any questions regarding this project at 651-308-1491.
Sincerely,
Isiah Bubany, P.E.
Project Engineer
Enclosures: Bid Plan Set
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NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS
PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR
TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE
LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR
651-454-0002.
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS
UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS
UTILITY LEVEL WAS DETERMINED ACCORDING TO THE
GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD
GUIDELINE FOR INVESTIGATING AND DOCUMENTING
EXISTING UTILITIES".
PROJECT DATUM:
HORIZONTAL: WASHINGTON COUNTY COORDINATE
SYSTEM (NAD83 1986 ADJ)
VERTICAL: NAVD88
PROJECT LIMITS
CITY HALL
MAP LEGEND
CONTRACTOR:
OBSERVER:
DATE:
MNDOT BENCHMARK
8212E
RESOURCE LIST
CITY OF SCANDIA, MN
City Hall
14727 209th Street N
Scandia, MN 55073
City Administrator:
Kyle Morell
Mayor: Steve Kronmiller
City Council Members:
Michael Lubke
Jerry Cusick
Jim Gribble
Kirsten Libby
City Engineer:
(Consultant)
Ryan Goodman P.E.
Bolton & Menk, Inc.
Public Works Director:
Charles Fischer
SHEET NUMBER SHEET TITLE
GENERAL
G0.01 - G0.02 TITLE SHEET, LEGEND
G1.01 STATEMENT OF ESTIMATED QUANTITIES
G2.01 LOCATION PLAN
CIVIL
C0.01 - C0.04 EXISTING CONDITIONS & REMOVALS PLAN
C1.01 - C1.10 TYPICAL SECTIONS & DETAILS
C1.11 - C1.30 MNDOT STANDARD PLANS
C2.01 - C2.07 SWPPP, EROSION CONTROL PLAN
C5.01 - C5.02 STORM SEWER PLAN & PROFILE
C6.01 - C6.07 STREET PLAN & PROFILE
C6.08 - C6.10 SHEET PILE WALL PLAN
C6.11 PARKING LOT DETAIL
C7.01 - C7.04 SIGNING & STRIPING PLAN, TRAFFIC CONTROL
C8.01 - C8.26 CROSS SECTIONS
BRIDGE PLANS
B1 - B27 BRIDGE PLAN
THIS PLAN SET CONTAINS 115 SHEETS.
FEETSCALE
0 40002000
RECORD DRAWING
INFORMATION
STREET RECONSTRUCTION AND RELOCATION, TRAIL PAVING,
STORM SEWER IMPROVEMENTS, BOX CULVERT UNDERPASS CONSTRUCTION
BM=1035.90
MAP OF THE
CITY OF SCANDIA
WASHINGTON COUNTY, MN
CITY OF SCANDIA
CONSTRUCTION PLANS FOR
MNDNR GATEWAY STATE TRAIL
OCTOBER 2025
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
PROJECT LOCATION
G0.01GENERAL
TITLE SHEET
CONCRETE
GRAVEL
HATCH PATTERNS
GRADING INFORMATION
952
950
952
950
1:4
BITUMINOUS
F F F F
E E E E
G G G GXXXXXX
STORM SEWER RECTANGULAR CASTING
STORM SEWER CIRCULAR CASTING
STORM SEWER FLARED END / APRON
CURB BOX
FIRE HYDRANT
MANHOLE
WATER REDUCER
WATER BEND
PROPOSED TOPOGRAPHIC SYMBOLS
CLEANOUT
LIFT STATION
RIP RAP
OE OE OE OE
C C C C
DRAINAGE FLOW
ABBREVIATIONS
A ALGEBRAIC DIFFERENCE
ADJ ADJUST
ALT ALTERNATE
B-B BACK TO BACK
BIT BITUMINOUS
BLDG BUILDING
BMP BEST MANAGEMENT PRACTICE
BR BEGIN RADIUS
BV BUTTERFLY VALVE
CB CATCH BASIN
C&G CURB AND GUTTER
CIP CAST IRON PIPE
CIPP CURED-IN-PLACE PIPE
CL CENTER LINE
CL.CLASS
CLVT CULVERT
CMP CORRUGATED METAL PIPE
C.O.CHANGE ORDER
COMM COMMUNICATION
CON CONCRETE
CSP CORRUGATED STEEL PIPE
DIA DIAMETER
DIP DUCTILE IRON PIPE
DWY DRIVEWAY
E EXTERNAL CURVE DISTANCE
ELEC ELECTRIC
ELEV ELEVATION
EOF EMERGENCY OVERFLOW
ER END RADIUS
ESMT EASEMENT
EX EXISTING
FES FLARED END SECTION
F-F FACE TO FACE
FF FINISHED FLOOR
F&I FURNISH AND INSTALL
FM FORCEMAIN
FO FIBER OPTIC
F.O.FIELD ORDER
GRAN GRANULAR
GRAV GRAVEL
GU GUTTER
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
HH HANDHOLE
HP HIGH POINT
HWL HIGH WATER LEVEL
HYD HYDRANT
I INVERT
K CURVE COEFFICIENT
L LENGTH
LO LOWEST OPENING
LP LOW POINT
LT LEFT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MR MID RADIUS
NIC NOT IN CONTRACT
NMC NON-METALLIC CONDUIT
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
OHW ORDINARY HIGH WATER LEVEL
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE
PE PERMANENT EASEMENT
PED PEDESTRIAN, PEDESTAL
PERF PERFORATED PIPE
PERM PERMANENT
PI POINT OF INTERSECTION
PL PROPERTY LINE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENT
PVC POLYVINYL CHLORIDE PIPE
PVMT PAVEMENT
R RADIUS
R/W RIGHT-OF-WAY
RCP REINFORCED CONCRETE PIPE
RET RETAINING
RSC RIGID STEEL CONDUIT
RT RIGHT
SAN SANITARY SEWER
SCH SCHEDULE
SERV SERVICE
SHLD SHOULDER
STA STATION
STD STANDARD
STM STORM SEWER
TC TOP OF CURB
TE TEMPORARY EASEMENT
TEMP TEMPORARY
TNH TOP NUT HYDRANT
TP TOP OF PIPE
TYP TYPICAL
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
VPC VERTICAL POINT OF CURVE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENT
WM WATERMAIN
AC ACRES
CF CUBIC FEET
CV COMPACTED VOLUME
CY CUBIC YARD
EA EACH
EV EXCAVATED VOLUME
LB POUND
LF LINEAR FEET
LS LUMP SUM
LV LOOSE VOLUME
SF SQUARE FEET
SV STOCKPILE VOLUME
SY SQUARE YARD
UNDERGROUND FIBER OPTIC
UNDERGROUND ELECTRIC
UNDERGROUND GAS
UNDERGROUND COMMUNICATION
OVERHEAD ELECTRIC
OVERHEAD COMMUNICATION
OVERHEAD UTILITY
953.53
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED CONTOUR MAJOR
PROPOSED GRADING LIMITS / SLOPE LIMITS
PROJECT LIMITS
PROPOSED SPOT ELEVATION
RISE:RUN (SLOPE)
OC OC OC OC
OU OU OU OU
STORM SEWER OUTLET STRUCTURE
STORM SEWER OVERFLOW STRUCTURE
STA:5+67.19
980.87
NOTE:
EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY
EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR
651-454-0002.
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS
DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING
EXISTING UTILITIES".
UTILITIES IDENTIFIED WITH A QUALITY LEVEL :
LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL
EXAMPLE: UNDERGROUND GAS, QUALITY LEVEL A
UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-22.
UTILITY QUALITY LEVELS:
QUALITY LEVEL D: PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS.
RECORDS MAY INCLUDE AS-BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES,
CONSTRUCTION PLANS, ETC.
QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HAND-HOLES, UTILITY VALVES AND
METERS, FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO
CREATE COMPOSITE DRAWINGS. INCLUDES QUALITY LEVEL D ACTIVITIES.
QUALITY LEVEL B: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND
COLLECTING THE INFORMATION THROUGH A SURVEY METHOD. INCLUDES QUALITY LEVEL C AND D TASKS.
QUALITY LEVEL A: PROVIDES THE HIGHEST LEVEL OF ACCURACY. IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN
QUALITY LEVELS B, C, AND D. THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND
PROFILE INFORMATION.
G-A G-A
EXISTING UTILITY LINES
l l l l l l l l l l
>>>>>
>>>>>>>>>>>>>>>>>>>>
>>>>>>>>
l l l l l l
l l l l l l l l l l l l
PROPOSED UTILITY LINES
>>>>>
>>>>>>>>>>>>
BENCHMARK LOCATION
MONUMENT FOUND
CAST IRON MONUMENT
CONTROL POINT
SURVEY LINES
o o o CONTROLLED ACCESS
BOUNDARY
CENTERLINE
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
EXISTING LOT LINE
PROPOSED LOT LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
SETBACK LINE
SECTION LINE
BUSH LINE
TREE LINE
GUARD RAIL
FENCE-DECORATIVE
FENCE
RETAINING WALL
WATER SERVICE
WATERMAIN
STORM SEWER DRAIN TILE
STORM SEWER
SANITARY SERVICE
SANITARY SEWER
FORCEMAIN
PIPE CASING
WATER SERVICE
WATERMAIN
STORM SEWER DRAIN TILE
STORM SEWER
SANITARY SERVICE
SANITARY SEWER
FORCEMAIN
WATER TEE
WATER CROSS
WATER SLEEVE
WATER CAP / PLUG
WATER VALVE
EXISTING TOPOGRAPHIC LINES
QUARTER LINE
SIXTEENTH LINE
TRAFFIC SIGNS
TEMPORARY EASEMENT
STONE MONUMENT
TRENCHLESS PIPE (PLAN VIEW)
TRENCHLESS PIPE (PROFILE VIEW)
EXISTING TOPOGRAPHIC SYMBOLS EXISTING PRIVATE UTILITY LINES
BENCH
BUSH
CATCH BASIN CIRCULAR CASTING
CURB STOP
CATCH BASIN RECTANGULAR CASTING
SIGNAL CONTROL CABINET
CLEAN OUT
DRINKING FOUNTAIN
FLARED END / APRON
FLAG POLE
FUEL PUMP
GRILL
HANDICAP SPACE
HANDHOLE
FIRE HYDRANT
MAILBOX
MANHOLE-HEAT
MANHOLE-ELECTRIC
MANHOLE-GAS
MANHOLE-SANITARY SEWER
MANHOLE-STORM SEWER
MANHOLE-COMMUNICATION
MANHOLE-UTILITY
PEDESTRIAN PUSH BUTTON
PEDESTAL-ELECTRIC
PEDESTAL-COMMUNICATION
VALVE POST INDICATOR
PARKING METER
LIGHT POLE
POLE-UTILITY
POST
PICNIC TABLE
RAILROAD SIGNAL POLE
REGULATION STATION GAS
TREE-DECIDUOUS
SATELLITE DISH
SIGN TRAFFIC
WATER SPIGOT
IRRIGATION SPRINKLER HEAD
IRRIGATION VALVE BOX
TREE STUMP
TELEPHONE BOOTH
TRANSFORMER-ELECTRIC
TREE-DEAD
TRASH CAN
TRAFFIC SIGNAL
VALVE
WETLAND
WELL
TREE-CONIFEROUS
GUY WIRE ANCHOR
LIFT STATION
LIFT STATION CONTROL PANEL
MANHOLE-WATER
BASKETBALL POST
CULVERT END
SOIL BORING
TRAFFIC ARM BARRIER
VENT PIPE
TILE INLET
TILE RISER
SIREN
DRIVE-THRU MICROPHONE
METER
ACCESS GRATE
FILL PIPE
DOWN SPOUT
BIRD FEEDER
ANTENNA
AIR CONDITION UNIT
UTILITY MARKER
VALVE VAULT
WET WELL
YARD HYDRANTY
BARRICADE PERMANENT
TILE OUTLET
SURVEY SYMBOLS
PAVEMENT MARKING
AUTO SPRINKLER CONNECTION
WETLAND DELINEATED MARKER
BOLLARD
VAULT
WW
ELECTRIC CAR CHARGE STATIONEV
H
F
CLVT
CO
B
B
AC
CP
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W
MANHOLE-RECLAIMED WATERW
M
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P
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WW
WS
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TRASH
TILE
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RECLAIMED WATER
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
G0.02GENERAL
LEGEND
STATEMENT OF ESTIMATED QUANTITIES
ITEM NO.MNDOT SPEC NO.ITEM UNIT TOTAL
QUANTITY
SCHEDULE 2: DNR GATEWAY TRAIL - NORTH PORTION
A.1 2021.501 MOBILIZATION LUMP SUM 1
A.2 2101.501 CLEARING & GRUBBING LUMP SUM 1
A.3 2104.503 REMOVE SEWER PIPE (STORM)LIN FT 40
A.4 2104.503 REMOVE FENCE LIN FT 120
A.5 2106.505 EXCAVATION - SPECIAL (EV)ACRE 4
A.6 2106.507 EXCAVATION - COMMON (LV)CU YD 3230
A.7 2106.507 EXCAVATION - SUBGRADE (EV)CU YD 330
A.8 2106.507 GRANULAR EMBANKMENT (CV)CU YD 3900
A.9 2112.604 SUBGRADE PREPARATION - TRAIL SQ YD 1180
A.10 2118.509 AGGREGATE SURFACING CLASS 1 - HORSE TRAIL TON 1110
A.11 2211.509 AGGREGATE BASE CLASS 5 TON 5230
A.12 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 90
A.13 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2,B)TON 1170
A.14 2501.502 15" CS PIPE APRON EACH 18
A.15 2501.502 18" CS PIPE APRON EACH 2
A.16 2501.502 18" RC PIPE APRON EACH 2
A.17 2501.502 24" CS PIPE APRON EACH 6
A.18 2501.503 15" CS PIPE CULVERT LIN FT 418
A.19 2501.503 18" CS PIPE CULVERT LIN FT 52
A.20 2501.503 18" RC PIPE CULVERT, CLASS V LIN FT 32
A.21 2501.503 24" CS PIPE CULVERT LIN FT 140
A.22 2511.507 RANDOM RIPRAP, CLASS III CU YD 200
A.23 2521.618 6" CONCRETE CURB RAMP WALK SQ FT 110
A.24 2531.618 TRUNCATED DOMES SQ FT 20
A.25 2563.501 TRAFFIC CONTROL LUMP SUM 1
A.26 2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM 1
A.27 2573.502 STORM DRAIN INLET PROTECTION EACH 2
A.28 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 560
A.29 2573.503 SILT FENCE, TYPE MS LIN FT 1290
A.30 2574.508 FERTILIZER POUND 960
A.31 2575.504 RAPID STABILIZATION METHOD 4 SQ YD 11910
A.32 2575.508 SEED MIXTURE 25-141 POUND 160
A.33 2575.508 SEED MIXTURE 35-241 POUND 70
A.34 2582.503 4" SOLID LINE MULTI COMP - TRAILHEAD (YELLOW)LIN FT 820
A.35 2582.503 4" BROKEN LINE MULTI COMP - TRAIL (YELLOW)LIN FT 1130
STATEMENT OF ESTIMATED QUANTITIES
ITEM NO.MNDOT SPEC NO.ITEM UNIT TOTAL
QUANTITY
SCHEDULE 1: COUNTY ROAD 52 REALIGNMENT
1 2021.501 MOBILIZATION LUMP SUM 1
2 2101.501 CLEARING & GRUBBING LUMP SUM 1
3 2104.502 REMOVE SIGN EACH 6
4 2104.503 SAWING BITUMINOUS PAVEMENT LIN FT 64
5 2104.503 REMOVE SEWER PIPE (STORM)LIN FT 181
6 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 7000
7 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 60
8 2106.505 EXCAVATION - SPECIAL (EV)ACRE 2
9 2106.507 EXCAVATION - COMMON (LV)CU YD 9010
10 2106.507 EXCAVATION - SUBGRADE (EV)CU YD 260
11 2106.507 SELECT GRANULAR EMBANKMENT (CV) - BOX CULVERT CU YD 2821
12 2106.607 EXCAVATION - BMP (LV)CU YD 390
13 2106.607 GRANULAR EMBANKMENT (CV)CU YD 10200
14 2106.607 SELECT GRANULAR BORROW MOD (CV)CU YD 5130
15 2108.504 GEOTEXTILE FABRIC TYPE 5, NON-WOVEN SQ YD 7700
16 2112.604 SUBGRADE PREPARATION SQ YD 7700
17 2118.509 AGGREGATE SURFACING CLASS 1 - HORSE TRAIL TON 180
18 2118.509 AGGREGATE SURFACING CLASS 2 - SHOULDERING TON 230
19 2211.509 AGGREGATE BASE CLASS 5 TON 4730
20 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 510
21 2360.504 TYPE SP 9.5 WEARING COURSE MIX (2,B) - 3.0" THICK DRIVEWAY SQ YD 170
22 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2,B) - TRAIL TON 300
23 2360.509 TYPE SP 12.5 WEARING COURSE MIX (3,C) - STREET TON 2300
24 2411.507 STRUCTURAL CONCRETE (1G52) - BOX CULVERT CU YD 148
25 2411.507 STRUCTURAL CONCRETE (3G52) - BOX CULVERT CU YD 213
26 2411.508 REINFORCMENT BARS - BOX CULVERT POUND 14813
27 2411.508 REINFORCEMENT BARS (EPOXY COATED) - BOX CULVERT POUND 21292
28 2411.601 STRUCTURE EXCAVATION - BOX CULVERT LUMP SUM 1
29 2411.618 ARCHITECTURAL SURFACE FINISH (SINGLE COLOR) - BOX CULVERT SQ FT 1760
30 2411.618 ARCHITECTURAL CONCRETE TEXTURE - BOX CULVERT SQ FT 1760
31 2412.503 12X12 PRECAST CCONCRETE BOX CULVERT LIN FT 75
32 2451.507 FINE AGGREGATE BEDDING (CV) - BOX CULVERT CU YD 367
33 2451.507 FINE FILTER AGGREGATE CU YD 80
34 2475.503 ORNAMENTAL METAL RAILING DESIGN T-5 PC - BOX CULVERT LIN FT 264
35 2481.601 MEMBRANE WATERPROOFING SYSTEM - BOX CULVERT LUMP SUM 1
36 2501.502 15" RC PIPE APRON EACH 2
37 2501.502 18" RC PIPE APRON EACH 4
38 2501.502 36" RC PIPE APRON EACH 2
39 2501.503 15" RC PIPE CULVERT, CLASS V LIN FT 54
40 2501.503 18" RC PIPE CULVERT, CLASS V LIN FT 176
41 2501.503 36" RC PIPE CULVERT, CLASS IV LIN FT 100
42 2502.503 6" PVC PIPE DRAIN - PERFORATED LIN FT 85
43 2502.503 6" PVC PIPE DRAIN - NON PERFORATED LIN FT 80
44 2502.601 DRAINAGE SYSTEM - BOX CULVERT LUMP SUM 1
45 2502.602 6" PVC PIPE DRAIN CLEANOUT EACH 2
46 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (STO-9) - 2' X 3' CB EACH 2
47 2531.503 CONCRETE CURB & GUTTER DESIGN B424 LIN FT 510
48 2545.501 CONDUIT SYSTEM - BOX CULVERT LUMP SUM 1
49 2554.503 TRAFFIC BARRIER DESIGN TYPE 31 LIN FT 750
50 2554.603 INSTALL WIRE FENCE LIN FT 3680
51 2557.603 INSTALL CHAIN LINK FENCE LIN FT 990
52 2563.501 TRAFFIC CONTROL LUMP SUM 1
53 2564.518 SIGN PANELS TYPE C SQ FT 112
54 2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM 1
55 2573.502 STORM DRAIN INLET PROTECTION EACH 2
56 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 320
57 2573.503 FLOATATION SILT CURTAIN TYPE STILL WATER LIN FT 820
58 2573.503 SILT FENCE, TYPE MS LIN FT 2500
59 2574.508 FERTILIZER POUND 700
60 2575.504 RAPID STABILIZATION METHOD 4 SQ YD 9660
61 2575.508 SEED MIXTURE 25-141 POUND 130
62 2575.508 SEED MIXTURE 35-241 POUND 60
63 2582.503 4" SOLID LINE MULTI COMP - STREET (YELLOW)LIN FT 1000
64 2582.503 4" SOLID LINE MULTI COMP - STREET (WHITE)LIN FT 3900
65 2582.503 4" BROKEN LINE MULTI COMP - STREET (YELLOW)LIN FT 200
66 2582.503 4" BROKEN LINE MULTI COMP - TRAIL (YELLOW)LIN FT 290
67 2582.618 PAVEMENT MESSAGE MULT COMP GR IN - ARROW SQ FT 73
STANDARD PLATES
PLATE NO.DESCRIPTION
3000M REINFORCED CONCRETE PIPE
3006H GASKET JOINT FOR RC PIPES
3007F SHEAR REINFORCEMENT FOR PRECAST STRUCTURES
3100G CONCRETE APRON FOR REINFORCED CONCRETE PIPE
3133D RIPRAP AT RCP OUTLETS
3145G CONCRETE PIPE OR PRECAST BOX CULVERT TIES
4011E PRECAST CONCRETE BASE
4020J MANHOLE OR CATCH BASIN FOR USE WITH OR WITHOUT TRAFFIC LOADS
4022A MANHOLE OR CATCH BASIN COVER 3' X 2' OPENING
4026B CONCRETE ENCASED CONCRETE ADJUSTING RINGS
4180J MANHOLE OR CATCH BASIN STEP
7038A DETECTABLE WARNING SURFACE TRUNCATED DOMES
7100H CONCRETE CURB & GUTTER (DESIGN B)
7111J INSTALLATION OF CATCH BASIN CASTINGS (CONCRETE CURB & GUTTER)
8000K TEMPORARY CHANNELIZERS
8338D W-BEAM GUARDRAIL & END ANCHORAGES
8355B W-BEAM GUARDRAIL
8360B GUARDRAIL POST LENGTH MARKING
8361B GUARDRAIL STEEL POST
8369B GUARDRAIL BLOCKOUT - 12" DEPTH
9350C MAILBOX SUPPORT - SWING-AWAY TYPE
SHEET
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7
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0
2
5
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4
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:
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A
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
G1.01GENERAL
STATEMENT OF ESTIMATED QUANTITIES
X
X
XX
X
X
X
C
C C
CC
C
H
C
CLVT
C
F
C
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C
-
B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
E-D
E-D
E
-
D
E-
D
G-D
G-D
G
-
D
G
-
D
G-
D
U
P
P P
PP
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OE
20285
20290
20703
15765
14832
15490
20671
15520
21020
21055
21060
21070
20990
15148
14781
14774
14865
14872
15243
15010
20230
15145
15240
15080
14862
15407
14823
14791
14803
14784
14855
14842
20800
15470
15199
14826
14790
15526
21080
20260
21090
20289
20351
20491
20433
14841
20877
15240
15210
15040
1545715433
14727
14811
14808
15261
15481
14816
14925
O
l
i
n
d
a
T
r
a
i
l
N
(
C
S
A
H
3
)
Oa
k
h
i
l
l
R
d
N
(
C
R
5
2
)
O
x
b
o
r
o
A
v
e
N
209t
h
S
t
N
City Ha
l
l
O
z
a
r
k
A
v
e
P
e
n
r
o
s
e
A
v
e
n
u
e
N
Ozark
209th St N
Oxboro Ln
N
Os
t
r
u
m
A
v
e
N
Ct
.
N
.
Oakhill Rd N
(
C
R
5
2
)
EXISTING EASEMENT LINE
EXISTING EASEMENT LINE
EXISTING PROPERTY LINE
TRAIL HEAD (PARKING LOT)
BOX CULVERT CROSSING LOCATION
COUNTY ROAD 52 RE-ALIGNMENT
EXISTING EASEMENT LINE
FUTURE TRAIL ALIGNMENT
R
SHEET
B
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\
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1
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1
1
7
5
5
4
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A
D
\
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1
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5
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4
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2
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10
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1
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4
8
:
4
6
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
G2.01GENERAL
LOCATION PLAN
FEETSCALE
0 200 400
U
P
P
P
PP
O
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
>>
X
X
X
X
X
X
X
X
X
EXISTING EASEMENT
CLEAR & GRUB TREE (TYP)
GRADING LIMITS (TYP)
EXISTING PROPERTY LINE
APPROXIMATE CLEAR & GRUB LIMITS
APPROXIMATE CLEAR & GRUB LIMITS
1+
0
0
2+
0
0
3+
0
0
4+
0
0
5+0
0
6+00
7+00
8+
0
0
9+
0
0
10+
0
0
11+0
0
12+00
13+00
14+00
15+00
16+0
0
17+00
18
+
0
0
19+00
20
+
0
0
21
+
0
0
REMOVE STORM PIPE - 40 LF
REMOVE FENCE - 75 LF
RELOCATE POLE (BY OTHERS)
14808
14803
20990
14826
14842
14862
14872
20877
PROTECT TREE (INCIDENTAL)
P
P
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X
X
X
X
REMOVE FENCE - 130 LF EXISTING PROPERTY LINE
EXISTING EASEMENT
CONSTRUCTION LIMITS (TYP)
EXISTING PROPERTY LINE
APPROXIMATE CLEAR & GRUB LIMITS
1
7
+
0
0
18
+
0
0
19
+
0
0
20+00
21+00
22+00 23+00
24+00 25+00 26+00 27+00
28+
0
0
2
9
+
0
0
30
+
0
0
14872
20877
15010
15199 15243
15230
CLEAR & GRUB TREE (TYP)
FEETSCALE
0 50 100
R
SEE SHEET C0.02
SEE ABOVE
SE
E
B
E
L
O
W
R
EXISTING CONDITIONS & REMOVALS
TRAIL
C0.01
SHEET
B
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k
,
I
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1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
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1
1
7
5
5
4
C
0
0
1
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A
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.
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10
/
1
6
/
2
0
2
5
8
:
4
8
:
5
7
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
NOTES:
1.CLEAR AND GRUB ALL TREES AND BRUSH AS SHOWN ON THE PLAN AND STAKED IN THE FIELD
AS DIRECTED BY ENGINEER.
2.2 FT BUFFER IS NOT REQUIRED ADJACENT TO GRAVEL SURFACE HORSE TRAIL.
3.NOTIFY PROPERTY OWNER PRIOR TO ALL TREE REMOVALS.
4.CONTRACTOR SHALL PROTECT ALL ITEMS NOT DESIGNATED FOR REMOVAL. DAMAGED ITEMS
SHALL BE REPLACED UNLESS REPAIRS ARE APPROVED BY THE ENGINEER.
REMOVE BITUMINOUS
REMOVALS LEGEND:
SAW CUT BITUMINOUS
PAVEMENT
REMOVE STORM
SEWER PIPE>>
REMOVE GRAVEL
C-BE-D
E-D
E-DE-DE-DE-D
G
-
D
G
-
D
G
-
D
X
X
X
X
X
X
X
X
X
X
X
EXISTING PROPERTY LINE
EXISTING EASEMENT
CLEAR & GRUB TREE (TYP)
CONSTRUCTION LIMITS (TYP)
APPROXIMATE CLEAR & GRUB LIMITS
31+00
32+00
33+00
34+
0
0
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00 43+00
44+0
0
45
+
0
0
46+00
47+00
REMOVE FENCE - 45 LF
15230
15210
COU
N
T
Y
R
O
A
D
5
2
>>>>
>>
H
C
CLVT
FC-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
G-B
G-B
G-B
G
-
B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
C-B
C-B
C-B
C-
B
C-B
C-B
C-B
C-B
C-B
C-B
C
-
B
C-B
C-B
C-B
C
-
B
C-B
C-B
C-
B
C-
B
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
G-D
G-D
G-D
G-D
G-D
G-D
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
XX
X
C
OE
OE
OE
OE
OE
EXISTING EASEMENT
EXISTING ROW
APPROXIMATE CLEAR & GRUB LIMITS
CLEAR & GRUB TREE (TYP)
EXISTING PROPERTY LINE
CONSTRUCTION LIMITS (TYP)
45
+
0
0
46
+
0
0
4
7
+
0
0
4
8
+
0
0
48+86.52
15210
15261
15240
CO
U
N
T
Y
R
O
A
D
5
2
C0.02EXISTING CONDITIONS & REMOVALS
TRAIL
FEETSCALE
0 50 100
R
SE
E
B
E
L
O
W
SEE ABOVE
SE
E
S
H
E
E
T
C0
.
0
1
R
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
0
0
2
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
4
9
:
0
7
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
SEE SHEET C0.03
NOTES:
1.CLEAR AND GRUB ALL TREES AND BRUSH AS SHOWN ON THE PLAN AND STAKED IN THE FIELD
AS DIRECTED BY ENGINEER.
2.2 FT BUFFER IS NOT REQUIRED ADJACENT TO GRAVEL SURFACE HORSE TRAIL.
3.NOTIFY PROPERTY OWNER PRIOR TO ALL TREE REMOVALS.
4.CONTRACTOR SHALL PROTECT ALL ITEMS NOT DESIGNATED FOR REMOVAL. DAMAGED ITEMS
SHALL BE REPLACED UNLESS REPAIRS ARE APPROVED BY THE ENGINEER.
REMOVE BITUMINOUS
REMOVALS LEGEND:
SAW CUT BITUMINOUS
PAVEMENT
REMOVE STORM
SEWER PIPE>>
REMOVE GRAVEL
>>>>
>>>>
>>
>>
>>
CLV
T
C
F
C
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
G-
B
G-
B
G-B G-B G-B
G-B
G-B
G-B
G-B
G-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-
B
C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B
C-B C-B C-B C-B C-B C-B
C-
B
C-
B
C-
B
C-
B
C
-
B
C
-
B
C
-
B
C
-
B
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
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
OE
OE
OE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
C
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
0+00 1+00 2+00 3+00 4+00 5+00
CONSTRUCTION LIMITS (TYP)
APPROXIMATE CLEAR & GRUB LIMITS
REMOVE STORM PIPE - 52 LF
SAW CUT BITUMINOUS
PAVEMENT - 32 LF
REMOVE SIGN - 1 EA
REMOVE SIGN - 1 EA
RELOCATE PEDESTAL
(BY OTHERS)
RELOCATE POLE
(BY OTHERS)
15210
15145 15261
15230
>
>
>
>
>
>
>
>
C C
C
H C
C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B C-B C-B C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C
-
B
C
-
B
C-B C-B C-B C-B C-B
C-B
C-B
C-B
C-B
C-B C-B C-B C-B
C-B
C-B
C-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
C-B C-B C-B
C-
B C-B
C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C
-
B C-
B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B C-B C-B
G
-
D
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XX
X
X
XX
X
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
6+00
7+00 8+00 9+00
10+00
11+00
12+00
13+00
CONSTRUCTION LIMITS (TYP)
APPROXIMATE CLEAR & GRUB LIMITS
REMOVE SIGN - 1 EA
RELOCATE POLE
(BY OTHERS)RELOCATE POLE
(BY OTHERS)
RELOCATE POLE
(BY OTHERS)
REMOVE CONCRETE CURB
AND GUTTER - 392 LF
15240
15261
15261
CLEAR & GRUB TREE (TYP)
REMOVE FLUME - 1 EA
RELOCATE POLE
(BY OTHERS)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
0
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
4
9
:
1
9
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C0.03EXISTING CONDITIONS & REMOVALS
COUNTY ROAD 52
FEETSCALE
0 25 50
HORZ.
R
R
COUNTY ROAD 52
COUNTY ROAD 52
NOTES:
1.THE EXACT REMOVAL LIMITS OF DRIVEWAYS AND BITUMINOUS
PAVEMENT WILL BE DETERMINED IN THE FIELD. ALL REMOVAL LIMIT
EDGES SHALL BE CUT PRIOR TO FINAL REMOVAL.
2.ALL CONSTRUCTION RELATED TRAFFIC CONTROL DEVICES SHALL BE IN
PLACE PRIOR TO BEGINNING ANY REMOVALS
3.CONTRACTOR SHALL PROTECT ALL ITEMS NOT DESIGNATED FOR
REMOVAL. DAMAGED ITEMS SHALL BE REPLACED UNLESS REPAIRS ARE
APPROVED BY THE ENGINEER.
4.ALL ADJACENT BITUMINOUS AND CONCRETE SURFACES SHALL BE CLEANLY
SAW CUT (FULL DEPTH) PRIOR TO REMOVAL. ADDITIONAL REMOVALS AND
SAW CUTTING AS A RESULT OF THE CONTRACTOR'S FAILURE TO PROTECT
THE SURFACE SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE.
5.NOTIFY PROPERTY OWNER PRIOR TO ALL TREE REMOVALS.
REMOVE BITUMINOUS
REMOVALS LEGEND:
SAW CUT BITUMINOUS
PAVEMENT
REMOVE STORM
SEWER PIPE>>
REMOVE GRAVEL
>>>>
>>>>
>>
>>
>>
>>C-B
C-B
C-B
C-B C-B
C-
B
C-
B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
G-
B
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
X
XXX
19+99.98
13+00 14+00 15+00 16+00 17+00 18+00 19+00
CONSTRUCTION LIMITS (TYP)
REMOVE STORM PIPE - 84 LF
REMOVE STORM PIPE - 45 LF
APPROXIMATE CLEAR & GRUB LIMITS
SAW CUT BITUMINOUS
PAVEMENT - 32 LF
REMOVE SIGN - 2 EA
REMOVE SIGN - 1 EA
RELOCATE POLE
(BY OTHERS)
15526
15261 15521
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
0
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
4
9
:
2
0
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C0.04EXISTING CONDITIONS & REMOVALS
COUNTY ROAD 52
FEETSCALE
0 25 50
HORZ.
R
COUNTY ROAD 52
NOTES:
1.THE EXACT REMOVAL LIMITS OF DRIVEWAYS AND BITUMINOUS
PAVEMENT WILL BE DETERMINED IN THE FIELD. ALL REMOVAL LIMIT
EDGES SHALL BE CUT PRIOR TO FINAL REMOVAL.
2.ALL CONSTRUCTION RELATED TRAFFIC CONTROL DEVICES SHALL BE IN
PLACE PRIOR TO BEGINNING ANY REMOVALS
3.CONTRACTOR SHALL PROTECT ALL ITEMS NOT DESIGNATED FOR
REMOVAL. DAMAGED ITEMS SHALL BE REPLACED UNLESS REPAIRS ARE
APPROVED BY THE ENGINEER.
4.ALL ADJACENT BITUMINOUS AND CONCRETE SURFACES SHALL BE CLEANLY
SAW CUT (FULL DEPTH) PRIOR TO REMOVAL. ADDITIONAL REMOVALS AND
SAW CUTTING AS A RESULT OF THE CONTRACTOR'S FAILURE TO PROTECT
THE SURFACE SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE.
5.NOTIFY PROPERTY OWNER PRIOR TO ALL TREE REMOVALS.
REMOVE BITUMINOUS
REMOVALS LEGEND:
SAW CUT BITUMINOUS
PAVEMENT
REMOVE STORM
SEWER PIPE>>
REMOVE GRAVEL
TYPICAL SECTION A: BITUMINOUS TRAIL
1.5% TYP.
3:1 MAX
4:1
1
NOT TO SCALE
1
:
1
7'***10'2'
1'
1'
SLOPE TO
DRAIN
℄TRAIL
1 SLOPE TOWARDS INSIDE OF CURVE
3" BITUMINOUS TYPE SP 9.5 WEARING COURSE, SPWEA230B
9" AGGREGATE BASE CLASS 5, 100% CRUSHED
6' HORSE TRAIL***
SUBGRADE PREPARATION
5.0% TYP.2% TYP.
3:13:1
2'
T
Y
P
.
3'2'3'
RAPID STABILIZATION METHOD 3
EXISTING GROUND ℄
EXISTING GROUND
3:1
SUITABLE GRANULAR
MATERIAL SALVAGED FROM
EXCAVATION OR GRANULAR
BORROW
SUITABLE MATERIAL SALVAGED
FROM EXCAVATION LIMITS
TYPICAL SECTION B: BITUMINOUS PARKING LOT*
VARIES%*
4:1
NOT TO SCALE
1
:
1
VARIES*
1'
1'
SLOPE TO
DRAIN
2.0" BITUMINOUS TYPE SP 9.5 WEARING COURSE, SPWEA230B
9" AGGREGATE BASE CLASS 5, 100% CRUSHED
SUBGRADE PREPARATION
EXISTING GROUND
4:1
SUITABLE MATERIAL SALVAGED
FROM EXCAVATION LIMITS
TYPICAL SECTION C: DITCH**
NOT TO SCALE
6:1 MAX
1.5" BITUMINOUS TYPE SP 9.5 WEARING COURSE, SPWEA230B6" AGGREGATE SURFACING CLASS 2, 100% CRUSHED
6" AGGREGATE BASE CLASS 5, 100% CRUSHED
0.5'
NOTES:
1.CONTRACTOR TO STRIP TOPSOIL FROM AREA BENEATH TRAIL IMPROVEMENT AND HORSE TRAIL.
2.ALL VEGETATED MATERIAL (EXCEPT FOR STUMPS) IDENTIFIED TO BE CLEARED AND GRUBBED SHALL BE
CHIPPED AND EVENLY SPREAD ON-SITE NO THICKER THAN 6 INCHES. STUMPS SHALL BE HAULED OFF-SITE
AND DISPOSED OF.
3.TOPSOIL SHALL BE SALVAGED FROM EXCAVATION AND EMBANKMENT AREAS. MATERIAL SHALL BE USED
TO COVER ALL EMBANKMENT AREAS.
*SEE SHEET C6.11 FOR TRAILHEAD PARKING LOT DETAIL.
**SEE SHEETS C6.01 - C6.04 FOR DITCH LOCATIONS.
***BOULEVARD REDUCES TO 0', AND HORSE TRAIL REDUCES TO 4' THROUGH AREAS WITH NEARBY
WETLANDS. SEE SHEETS C6.01 - C6.04 FOR ALIGNMENT CHANGES.
C1.01TYPICAL SECTIONS
TRAIL
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
1
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
4
9
:
3
1
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
ROW VARIES
℄
12'
LANE
2' GRAVEL
SHOULDER
4'
SHLD
TYPICAL SECTION D: COUNTY ROAD 52 (NO TRAIL)
PROPOSED TYPICAL SECTION
STA 0+00 TO STA 3+75
STA 16+00 TO STA 19+50
1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)
2" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)
7" AGGREGATE BASE CLASS 5, 100% CRUSHED
24" SELECT GRANULAR BORROW - MODIFIED
BITUMINOUS TACK COAT
12'
LANE
2.0%
1:
3
GEOTEXTILE FABRIC, TYPE 5, NON-WOVEN
SUBGRADE CORRECTION AS DIRECTED BY ENGINEER
6" TOPSOIL
& SEED
4'
SHLD
1:4
2.0%
1:3
1:4
20'
CLEAR ZONE
20'
CLEAR ZONE
ROW VARIES
℄
12'
LANE
2' GRAVEL
SHOULDER
6'
SHLD
TYPICAL SECTION E: COUNTY ROAD 52 (TYP TRAIL)
PROPOSED TYPICAL SECTION
STA 3+75 TO STA 8+25
12'
LANE
*2.0%
4'
SHLD
2.0%
1:3
1.5%*
B424 CONCRETE
CURB & GUTTER
10'
BIKE TRAIL
6'
BLVD
INSET A
2' CLEAR ZONE
BITUMINOUS TACK COAT
1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)
1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)
2" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)
7" AGGREGATE BASE CLASS 5, 100% CRUSHED
24" SELECT GRANULAR BORROW - MODIFIED
BITUMINOUS TACK COAT
GEOTEXTILE FABRIC, TYPE 5, NON-WOVEN
SUBGRADE CORRECTION AS DIRECTED BY ENGINEER
BITUMINOUS TACK COAT
1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)
6" TOPSOIL
& SEED
1:4
M
A
X
10'
BLVD
4'
HORSE
TRAIL
1:2***
FE
N
C
E
*
*
*
INSET B
SAFETY EDGE (30°)
PER MNDOT TRAFFIC
ENGINEERING MANUAL (TYP)
SAFETY EDGE
PER MNDOT TECH
MEMO 16-01-T-01
(TYP)
INSET B
6" AGGREGATE SURFACING CLASS 2, 100% CRUSHED
6" AGGREGATE BASE CLASS 5, 100% CRUSHED
INSET A
3" BITUMINOUS TRAIL - TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) [SPWEA230B]
9" AGGREGATE BASE CLASS 5, 100% CRUSHED
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
1
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
4
9
:
3
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C1.02TYPICAL SECTIONS
COUNTY ROAD 52
CONSTRUCTION NOTES:
1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO
CONSTRUCTION.
2.SAW CUT BITUMINOUS AT LOCATIONS SHOWN ON DRAWINGS.
3.MAINTAIN ACCESS FOR RESIDENTS ALONG THE PROJECT, AND
EMERGENCY VEHICLES AT ALL TIMES. CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING,
AND ASSOCIATED MAINTENANCE
*SEE STREET PLAN & PROFILE SHEETS (C6) FOR SUPER-ELEVATION
INFORMATION ON BITUMINOUS TRAIL AND COUNTY ROAD 52.
**BITUMINOUS AND HORSE TRAILS WILL BE STAKED IN THE FIELD.
VARYING BOULEVARD WIDTH CAN BE SEEN IN THE CROSS
SECTION SHEETS (C8).
***FENCING IS ONLY REQUIRED WHEN 1V:2H BACK SLOPES ARE
UTILIZED. WHEN 1V:3H BACK SLOPES ARE UTILIZED, NO FENCING
IS REQUIRED.
ROW VARIES
℄
12'
LANE
2' GRAVEL
SHOULDER
4'
SHLD
TYPICAL SECTION F: COUNTY ROAD 52 (SPLIT TRAIL)
PROPOSED TYPICAL SECTION
STA 8+25 TO STA 12+25
12'
LANE
*2.0%
6" TOPSOIL
& SEED
4'
SHLD
1:4
M
A
X
2.0%
10'
BLVD
1:2
1.5%1:4 MA
X
10'
BIKE TRAIL
VARIES**
BLVD
4'
HORSE
TRAIL
1:
2
*
*
*
FE
N
C
E
FE
N
C
E
*
*
*
ROW VARIES
℄
12'
LANE
4'
SHLD
TYPICAL SECTION G: COUNTY ROAD 52 (GUARDRAIL WITH TRAIL)
PROPOSED TYPICAL SECTION
STA 12+25 TO STA 14+50
12'
LANE
2.0%
6" TOPSOIL
& SEED
4'
SHLD
2.0%
VARIES**
BLVD
1:2
1.5%
10'
BIKE TRAIL
VARIES**
BLVD
4'
HORSE
TRAIL
1:2
FE
N
C
E
FE
N
C
E
1:
3
1:3
INSET A
INSET A
INSET B
INSET B
2' CLEAR ZONE 2' CLEAR ZONE
2' GRAVEL SHOULDER
BEHIND GUARDRAIL
<10% SLOPE
1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)
2" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)
7" AGGREGATE BASE CLASS 5, 100% CRUSHED
24" SELECT GRANULAR BORROW - MODIFIED
BITUMINOUS TACK COAT
GEOTEXTILE FABRIC, TYPE 5, NON-WOVEN
SUBGRADE CORRECTION AS DIRECTED BY ENGINEER
BITUMINOUS TACK COAT
1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)
1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)
2" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)
7" AGGREGATE BASE CLASS 5, 100% CRUSHED
24" SELECT GRANULAR BORROW - MODIFIED
BITUMINOUS TACK COAT
GEOTEXTILE FABRIC, TYPE 5, NON-WOVEN
SUBGRADE CORRECTION AS DIRECTED BY ENGINEER
BITUMINOUS TACK COAT
1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)
EXISTING GROUND
(COMMON EMBANKMENT DEPTH VARIES)
SAFETY EDGE
PER MNDOT TECH
MEMO 16-01-T-01
(TYP)
SAFETY EDGE
PER MNDOT TECH
MEMO 16-01-T-01
(TYP)
INSET B
6" AGGREGATE SURFACING CLASS 2, 100% CRUSHED
6" AGGREGATE BASE CLASS 5, 100% CRUSHED
INSET A
3" BITUMINOUS TRAIL - TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) [SPWEA230B]
9" AGGREGATE BASE CLASS 5, 100% CRUSHED
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
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20
2
5
,
A
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i
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h
t
s
R
e
s
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r
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e
d
c H:
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D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
1
0
1
.
d
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10
/
1
6
/
2
0
2
5
8
:
4
9
:
4
0
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C1.03TYPICAL SECTIONS
COUNTY ROAD 52
CONSTRUCTION NOTES:
1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO
CONSTRUCTION.
2.SAW CUT BITUMINOUS AT LOCATIONS SHOWN ON DRAWINGS.
3.MAINTAIN ACCESS FOR RESIDENTS ALONG THE PROJECT, AND
EMERGENCY VEHICLES AT ALL TIMES. CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING,
AND ASSOCIATED MAINTENANCE
*SEE STREET PLAN & PROFILE SHEETS (C6) FOR SUPER-ELEVATION
INFORMATION ON BITUMINOUS TRAIL AND COUNTY ROAD 52.
**BITUMINOUS AND HORSE TRAILS WILL BE STAKED IN THE FIELD.
VARYING BOULEVARD WIDTH CAN BE SEEN IN THE CROSS
SECTION SHEETS (C8).
***FENCING IS ONLY REQUIRED WHEN 1V:2H BACK SLOPES ARE
UTILIZED. WHEN 1V:3H BACK SLOPES ARE UTILIZED, NO FENCING
IS REQUIRED.
INSET B
6" AGGREGATE SURFACING CLASS 2, 100% CRUSHED
6" AGGREGATE BASE CLASS 5, 100% CRUSHED
INSET A
3" BITUMINOUS TRAIL - TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) [SPWEA230B]
9" AGGREGATE BASE CLASS 5, 100% CRUSHED
ROW VARIES
℄
12'
LANE
4'
SHLD
TYPICAL SECTION H: COUNTY ROAD 52 (GUARDRAIL WITHOUT TRAIL)
PROPOSED TYPICAL SECTION
STA 14+50 TO STA 16+00
12'
LANE
2.0%
4'
SHLD
2.0%
2' GRAVEL SHOULDER
BEHIND GUARDRAIL
<10% SLOPE
6" TOPSOIL
& SEED
1:31:3
1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)
2" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)
7" AGGREGATE BASE CLASS 5, 100% CRUSHED
24" SELECT GRANULAR BORROW - MODIFIED
BITUMINOUS TACK COAT
GEOTEXTILE FABRIC, TYPE 5, NON-WOVEN
SUBGRADE CORRECTION AS DIRECTED BY ENGINEER
BITUMINOUS TACK COAT
1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) (SPWEB340C)EXISTING GROUND
(COMMON EMBANKMENT DEPTH VARIES)
SAFETY EDGE
PER MNDOT TECH
MEMO 16-01-T-01
(TYP)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
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\
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1
3
1
1
7
5
5
4
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\
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7
5
5
4
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10
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1
6
/
2
0
2
5
8
:
4
9
:
4
5
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C1.04TYPICAL SECTIONS
COUNTY ROAD 52
CONSTRUCTION NOTES:
1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO
CONSTRUCTION.
2.SAW CUT BITUMINOUS AT LOCATIONS SHOWN ON DRAWINGS.
3.MAINTAIN ACCESS FOR RESIDENTS ALONG THE PROJECT, AND
EMERGENCY VEHICLES AT ALL TIMES. CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING,
AND ASSOCIATED MAINTENANCE
*SEE STREET PLAN & PROFILE SHEETS (C6) FOR SUPER-ELEVATION
INFORMATION ON BITUMINOUS TRAIL AND COUNTY ROAD 52.
**BITUMINOUS AND HORSE TRAILS WILL BE STAKED IN THE FIELD.
VARYING BOULEVARD WIDTH CAN BE SEEN IN THE CROSS
SECTION SHEETS (C8).
***FENCING IS ONLY REQUIRED WHEN 1V:2H BACK SLOPES ARE
UTILIZED. WHEN 1V:3H BACK SLOPES ARE UTILIZED, NO FENCING
IS REQUIRED.
GEN-5
OCT 2023STRUCTURE MARKER
SIGNS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
F
E
M
H
G
V
3"
8"
0.063" THICK ALUMINUM SIGN.
WHITE LETTERS ON BLUE HIGH
INTENSITY REFLECTORIZED
BACKGROUND.
0.063" THICK ALUMINUM SIGN.
WHITE LETTERS ON GREEN HIGH
INTENSITY REFLECTORIZED
BACKGROUND.
0.063" THICK ALUMINUM SIGN.
BLACK LETTERS ON WHITE HIGH
INTENSITY REFLECTORIZED
BACKGROUND.
U-CHANNEL POST, MINIMUM 3 LB. /FT.
8' LONG, PAINTED GREEN. DRIVEN 3' INTO GROUND
NOTE:
INSTALL STRUCTURE MARKERS AT ALL
GREEN SPACE STRUCTURE LOCATIONS
OVERLAP
LONGITUDINAL JOINTS
MINIMUM OF 6"
OVERLAP END JOINTS
MINIMUM OF 6" AND STAPLE
OVERLAP AT 1.5' INTERVALS.
ANCHOR TRENCH
(SEE DETAIL AND NOTES BELOW)
STAPLE DENSITY SHALL BE A
MINIMUM OF 3 U-SHAPED 8",
11 GAUGE METAL STAPLES PER
SQUARE YARD (THIS MAY VARY AS
DIRECTED BY THE CITY).
ANCHOR TRENCH
1. DIG 6" X 6" TRENCH
2. LAY BLANKET IN TRENCH
3. STAPLE AT 1.5' INTERVALS
4. BACKFILL WITH NATURAL SOIL AND COMPACT
5. BLANKET LENGTH SHALL NOT EXCEED 100'
WITHOUT AN ANCHOR TRENCH
6"
6"
1' TO 3'
DI
R
E
C
T
I
O
N
O
F
SU
R
F
A
C
E
F
L
O
W
ERO-2
FEB 2019EROSION CONTROL BLANKET
INSTALLATION
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
PLAN
PROPOSED CURB
= DIRECTION OF SURFACE FLOW
1 1/2" WASHED
GRAVEL FILTER
8-12" MINIMUM DEPTH
AGGREGATE
BASE
IN PLACE
CATCHBASIN
STEEL
PLATE
AGGREGATE
BACKFILL
ERO-4B
APR 2016INLET PROTECTION ROCK FILTER FOR
CATCH BASIN DURING ROAD CONSTRUCTION
OVERFLOW IS 12 OF
THE CURB BOX HEIGHT
PLAN
OVERFLOW AT TOP
OF FILTER ASSEMBLY
OVERFLOW IS 12 OF
THE CURB BOX HEIGHT
DEFLECTOR PLATE
HIGH-FLOW FABRIC
FILTER ASSEMBLY
DIAMETER,
6" ON-GRADE
10" AT LOW POINT
CURB
WIMCO ROAD DRAIN CG-23* HIGH FLOW
INLET PROTECTION CURB AND GUTTER MODEL
OR CITY APPROVED EQUAL.
* FOR THE NEW R-3067-VB STANDARD CASTING,
INSTALL WIMCO ROAD DRAIN
CG-3290 OR CITY APPROVED EQUAL.
EXISTING CURB
ERO-4C
FEB 2019INLET PROTECTION
CATCH BASING INSERT AFTER PAVING
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
POINT 2
POINT 1
STRAW OR WOOD
FIBER 6" TO 7" DIA. ROLL
ENCLOSED IN PLASTIC OR
POLYESTER NETTING.
STAKE
NOTE:
POINT 1 MUST BE A MINIMUM OF 6"
HIGHER THAN POINT 2 TO ENSURE
THAT WATER FLOWS OVER THE DIKE
AND NOT AROUND THE ENDS.
1/2" x 2" x 16" LONG WOODEN STAKES
AT 1'-0" SPACING MINIMUM. STAKES
SHALL BE DRIVEN THROUGH THE
BACK HALF OF THE COMPOST LOG AT
AN ANGLE OF 45° WITH THE TOP OF
THE STAKE POINTING UPSTREAM.
STAKE
FLOW
BIOROLL
STAKE
45°
FL
O
W
FL
O
W
ERO-5F
FEB 2019COMPOST LOG
DITCH CHECK
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
18" MINIMUM CUT OFF BERM TO
MINIMIZE RUNOFF FROM SITE
NOTES:
1. FILTER FABRIC SHALL BE PLACED UNDER ROCK OR MULCH TO STOP MUD MIGRATION THROUGH
ROCK. FILTER FABRIC IS NOT REQUIRED UNDER WOOD CHIPS.
2. 80% OF WOOD CHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE BETWEEN 2 INCHES AND
5 INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND / OR CHEMICALLY TREATED WOOD IS
ALLOWED.
3. ENTRANCE MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC
ROADWAYS. FUGITIVE ROCK OR WOOD CHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS
DAILY OR MORE FREQUENTLY AS NECESSARY.
PUBLIC
R
O
A
D
50'
M
I
N
I
M
U
M
L
E
N
G
T
H
ROCK-6" MINIMUM DEPTH
WOOD CHIPS - 18" MINIMUM DEPTH
20' MI
N
I
M
U
M
W
I
D
T
H
ERO-7
MAR 2022CONSTRUCTION ENTRANCE
ROCK, WOOD CHIP
2" OR LARGER WASHED ROCK
OR 2" - 5" WOOD CHIPS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
>1.5
1 18"
6"-12"
TYPE IV GEOTEXTILE FABRIC
ANCHORED IN 6" X 6" TRENCH
WITH 6", 11 GAUGE METAL
STAPLES AT 1' INTERVALS.
STAPLE DOWNSTREAM
SIDE OF FABRIC AT 2' INTERVALS
DIRECTION OF
SURFACE FLOW
ERO-5B
MAR 2007DITCH CHECK
ROCK WEEPER, BIO WEEPER
I. ROCK WEEPER
MNDOT TYPE 9 MULCH
(1 1/2" WASHED ROCK)
>1.5
1 18"
6"-12"
STAPLE DOWNSTREAM
SIDE OF FABRIC AT 2' INTERVALS
DIRECTION OF
SURFACE FLOW
II. BIO WEEPER
MNDOT TYPE 9 MULCH
(1 1/2" WASHED ROCK)
6" DIA. WATTLE WITH
MINIMUM 24" SURVEY LATH
STAKED 2' O.C. ALONG
WATTLE LENGTH.
TYPE IV GEOTEXTILE FABRIC
ANCHORED IN 6" X 6" TRENCH
WITH 6", 11 GAUGE METAL
STAPLES AT 1' INTERVALS.
*
*DO NOT INSTALL
WITHIN CR 52
RIGHT OF WAY
STEEL FENCE POST (T-POST),
MINIMUM 5' LONG,
6' MAXIMUM SPACING.
LAY FABRIC IN THE TRENCH,
BACKFILL WITH NATURAL
SOIL, AND COMPACT WITH
LIGHT EQUIPMENT PRIOR TO
PLACEMENT OF THE POSTS.
MONOFILAMENT GEOTEXTILE
FABRIC PER MNDOT TABLE
3886-1 (MACHINE SLICED).
ATTACH FABRIC TO POST WITH
MINIMUM 3 ZIP TIES (50 LB.
TENSILE) PER POST IN TOP 8"
OF FABRIC.
POST NOTCHES
TO FACE AWAY
FROM FABRIC.
DIRECTION OF
SURFACE FLOW
24" MINIMUM
POST EMBEDMENT
6"
6"
ERO-1C
FEB 2019SILT FENCE
STANDARD
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
SHEET
B
o
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,
I
n
c
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20
2
5
,
A
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s
R
e
s
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\
S
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D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
1
0
4
.
d
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g
10
/
1
6
/
2
0
2
5
8
:
4
9
:
5
6
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C1.05DETAILS
COUNTY ROAD 52
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA ERO-11
MAR 2019SLOPE TRACKING
CULTIVATE SOIL TO
CREATE FURROWS
PERPENDICULAR TO
SLOPE
UNDISTURBED
VEGETATION
INTERCEPTOR
SWALE
USE DOZER TRACKS TO
CREATE GROOVES
PERPENDICULAR TO SLOPE
UNDISTURBED
VEGETATION
SLO
P
E
SL
O
P
E
NOTE:
ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER
THAN 3:1 REQUIRE SLOPE TRACKING.
SLOPES WITH A GRADE MORE GRADUAL THAN 3:1
REQUIRE SLOPE TRACKING IF THE STABILIZATION
METHOD IS EROSION CONTROL BLANKET OR
HYDROMULCH.
PLAN
SECTION
24"X36" SLAB OPENING FOR NEENAH
R-3234-B1 WITH TYPE "R" GRATE
DIMENSION FROM BACK OF CURB TO
CENTER OF PIPE.
4' DIA. MH - 9" IN FROM BACK OF CURB
5' DIA. MH - 3" IN FROM BACK OF CURB
6' DIA. MH - 3" BEHIND BACK OF CURB
7' DIA. MH - 9" BEHIND BACK OF CURB
8' DIA. MH - 15" BEHIND BACK OF CURB
CASTING AND ADJUSTMENT
RINGS AS SPECIFIED.
VARIES
12"-16"
PI
P
E
DI
A
.
VARIES
VA
R
I
E
S
6"
STO-5
FEB 2019TYPE II
CATCHBASIN MANHOLE
TOP OF BARREL SECTION BELOW TOP
SLAB TO HAVE FLAT TOP EDGE SEALED
WITH 2 BEADS OF RAMNEK OR EQUAL.
MANHOLE STEPS, NEENAH R1981J OR
EQUAL, 16" ON CENTER. PLACED BELOW
THE DOWNSTREAM CORNER OF THE
OPENING NEAREST THE STREET.
DOGHOUSES MUST BE
GROUTED BOTH INSIDE
AND OUTSIDE.
6" PRECAST REINFORCED CONCRETE
MANHOLE SLAB. FOR 6' DIA. MANHOLE,
AN 8" PRECAST SLAB IS REQUIRED.
ALL JOINTS IN MANHOLE TO
HAVE "O" RING RUBBER
GASKETS.
MINIMUM SLAB THICKNESS IS 6" FOR 14'
DEPTH. INCREASE THICKNESS 1" FOR
EVERY 4' OF DEPTH GREATER THAN 14',
AND REINFORCE WITH 6"x 6" 10/10.
PRECAST CONCRETE
SECTION.
GROUT
BOTTOM
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
3'-0"
6"
2'
-
0
"
6"
PLAN
CASTING AND ADJUSTMENT
RINGS AS SPECIFIED.
VARIES
6"
3" GROUT
24" X 36"
PRECAST
4"
SECTION
STO-9
FEB 20192' X 3' CATCHBASIN WITHOUT SUMP
DIRECTION OF FLOW
GRATE TO BE 2" BELOW
GUTTER GRADE. 10'
TRANSITION EACH SIDE OF
CATCH BASIN.
DOGHOUSES SHALL BE
GROUTED ON BOTH THE
INSIDE AND OUTSIDE.
NO DRAIN HOLES
5"
CITY PLATE NO.
LAST REVISION:
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
SEE CITY PLATE NO. STO-13 FOR RIPRAP PLACEMENT.
ANCHOR CLIP
24" M
A
X
6"
H
ANCHOR BOTH SIDES.
TIE LAST 3 PIPE JOINTS. USE
2 TIE BOLT FASTENERS PER
JOINT. INSTALL ON OUTSIDE
OF PIPE AT 60° FROM TOP OR
BOTTOM OF PIPE.
PROVIDE 3 ANCHOR CLIPS TO FASTEN
TRASH GUARD TO FLARED END SECTION.
HOT DIP GALVANIZE AFTER FABRICATION.
ISOMETRIC
STO-12
OCT 2023FLARED END SECTION
AND TRASH GUARD
CITY PLATE NO.
LAST REVISION:
CITY PLATE NO.
LAST REVISION:
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
TRASH GUARD SIZING
PIPE SIZE BARS `H' BOLTS
24"- 42" 1"∅ 6" 3/4"
48"-72" 1 1/4"∅ 12" 1"
NO TRASH GUARDS FOR FLARED ENDS LESS THAN 24" DIA
NO TRASH GUARDS FOR ANY FLARED ENDS WITHIN CR 52 ROW
2
'
1
4
B
A
RIPRAP
B
5D
4
1
2'
DA
RIPRAP REQUIREMENTS
D CY CLASS
12" TO 24" 8 TO 12 CL.3
27" TO 33" 14 TO 20 CL.3
36" TO 48" 23 TO 38 CL.3
54" AND UP 62 AND UP CL.4
(ONE CUBIC YARD IS APPROXIMATELY 2,800 LBS.)
PLAN
GEOTEXTILE FILTER (MNDOT 3601.2B1)
RIPRAP12
"2'
EXTEND FABRIC
AND RIPRAP
UNDER FLARED
END SECTION
SECTION A-A
RIPRAP12
"
SECTION B-B
STO-13
FEB 2019RIPRAP AT OUTLETS
GEOTEXTILE FILTER - TYPE IV
GEOTEXTILE FILTER (MNDOT 3601.2B1)
GEOTEXTILE FILTER - TYPE IV
RIPRAP
CITY PLATE NO.
LAST REVISION:
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA BED-3
MAR 2021IMPROVED FOUNDATION FOR
RCP AND PVC
COMPACTED
BACKFILL
0.5 DIA.
COARSE FILTER
AGGR. MNDOT
SPEC. 3149.2.H
DIA = OUTSIDE DIAMETER OF PIPE
DIA+24" MIN.
DIA
IMPROVED PIPE
FOUNDATION 6"
PAY DEPTH
INCREMENTS (TYP)
COMPACTED
BACKFILL
12
"
COARSE FILTER
AGGR. MNDOT
SPEC. 3149.2.H
DIA
IMPROVED PIPE
FOUNDATION 6"
PAY DEPTH
INCREMENTS (TYP)DIA+24" MIN.
PVC
RCP
DIA = OUTSIDE DIAMETER OF PIPE
4"8"
1/2"R
6"DISTANCE TO ℄ VARIABLE
3"R
SLOPE
3/4" PER FT
13
1/2"R
7"
8"
13
1
/
2
"
6"
18"
MNDOT B618
FACE OF CURB
12"16"
TOP BITUMINOUS
MATERIAL
4"
10
1
/
2
"
1/2"7"
SURMOUNTABLE
10 1/2"17 1/2"
6" BITUMINOUS SHOE
FORMED
STR-1
FEB 2019CURB AND GUTTER
1/
4
"
68"R28"R
12"R
6
1
/
2
"
1/2"R
SLOPE
3/4" PER FT
5 1
1/2"R
6"
12"
9
1
/
2
"
2"
16"
Surmountable
DRIVEWAY
14"
B618
BITUMINOUS
SURFACE
2"
6"
1 1/8"R
CITY PLATE NO.
LAST REVISION:
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA STR-21
MAR 2019TYPICAL DRIVEWAY &
CULVERT INSTALLATION
NOTES:
1. DRIVEWAY WIDTH (W): 12' MIN., 22' MAX.
2. RADIUS AT CONNECTION TO STREET (R): 5' MIN., 15' MAX.
3. CULVERT UNDER DRIVEWAY: MIN. 15" DIA., CMP OR RCP
4. DRIVEWAY SLOPES GREATER THAN 6% SHALL BE PAVED TO PREVENT EROSION.
5. MAINTAIN 60' MIN. CLEARANCE FROM EDGE OF DRIVEWAY TO R/W LINE OF ADJACENT STREET
INTERSECTION.
6. CULVERT FLARED ENDS ARE REQUIRED.
7. MINIMUM 1% GRADE ON CULVERTS.
8. HOMEOWNER IS RESPONSIBLE FOR CULVERT INSTALLATION AND ESTABLISHMENT OF VEGETATION ALONG
DRIVEWAY.
R/W
12'
9'
*
* 2' TO 4'
1 3 1
3
19'
DRIVEWAY
GRAVEL SHOULDER
6:1 SLOPE OR FLATTER
W
CU
L
V
E
R
T
R
PAVED OR
GRAVEL ROAD
3%
*
*ALL RC PIPE SHALL USE
WASHINGTON COUNTY PIPE TIES
PER WASHINGTON COUNTY
STANDARD PLATE WC-300
SHEET
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1
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1
1
7
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5
4
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1
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5
5
4
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1
0
4
.
d
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10
/
1
6
/
2
0
2
5
8
:
5
0
:
0
0
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C1.06DETAILS
COUNTY ROAD 52
3" BITUMINOUS WEAR - SPWEA230B
9" CL. 5 AGGREGATE BASE
10'
FINISHED TRAIL TO BE
1" ABOVE FINISHED SOD
TYPICAL TRAIL SECTION
CONCRETE SIDEWALK
0.02'/FT (MAX.)
STR-24*
FEB 2019TYPICAL BITUMINOUS TRAIL
AND CONCRETE SIDEWALK
12'
6" CONCRETE - 3F52
6" CL. 5 AGGREGATE BASE
6'
FINISHED WALK TO BE
1" ABOVE FINISHED SOD
0.02'/FT (MAX.)
7'
NOTE:
INSIDE EDGE OF WALK TO BE 0.4 FEET
ABOVE TOP OF CURB. OUTSIDE EDGE TO
BE 0.52 FEET ABOVE TOP OF CURB.
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
*DETAIL HAS BEEN MODIFIED TO BE PROJECT SPECIFIC
I
OCT 2025WOODEN WIRE FENCE
(TRAIL)
LAST REVISION:PROJECT SPECIFIC DETAIL
DETAIL
LAST REVISION:
SCANDIA, MINNESOTA
LINE POST
LINE SECTION
PULL, END OR CORNER POST
1-
1
/
2
"
A
P
P
R
O
X
LINE POST
UNIFORM SPACING
10'-0" CENTER TO CENTER (MAX)
AI
R
D
R
I
V
E
N
P
O
S
T
S
2"
2"
2"
2"
1-
1
/
2
"
AP
P
R
O
X
AI
R
D
R
I
V
E
N
P
O
S
T
S
10'-0" CENTER TO CENTER (MAX)
LINE POST
CHAIN LINK FENCE FRAMEWORK SPECIFICATIONS
FRAMING MEMBERS TYPE 1 (SCHED 40) ROUND PIPE
POST
DEPTH
BELOW
GRADE
(IN)
CONCRETE FOOTING
DIA (IN)DEPTH (IN)
TERMINAL POSTS (END, CORNER AND PULL POSTS)
FABRIC HEIGHT 6 FEET OR LESS OUTSIDE DIAMETER (IN)2.375
36 10 42WALL THICKNESS (IN)0.154
WEIGHT (LB/FT)3.650
LINE POSTS
FABRIC HEIGHT 6 FEET OR LESS OUTSIDE DIAMETER (IN)1.900
48
NO CONCRETE
FOUNDATION - AIR
DRIVEWALL THICKNESS (IN)0.145
WEIGHT (LB/FT)2.720
TOP RAIL AND BRACES
ALL OUTSIDE DIAMETER (IN)1.660
36 10 42WALL THICKNESS (IN)0.140
WEIGHT (LB/FT)2.270
CHAIN
LINK
FABRIC AS
SPECIFIED
BRACE BAR
CONNECT TO
POST WITH
BRACE BAND
WITH CUP
TENSION BANDS AS SPECIFIED
SPACED 15" APART MAXIMUM
STRETCHER BAR
TENSION WIRE
AS SPECIFIED
TRUSS ROD
BRACE BAR
TERMINAL POST
(PULL, END OR CORNER POST)
TENSION WIRE
AS SPECIFIED
TIES AT 18" CENTERS
TIES AT
14" CENTERS
K
C1.07
CHAIN LINK FENCE (BLACK VINYL COATED)
NOT TO SCALE
10' MAX
4.
5
'
2.
5
'
M
I
N
12
"
6"
METAL WIRE (5 ROWS)
10
"
10
"
10
"
6"
WOODEN POSTS
(MIN.6" DIAMETER)
NOTES:
1.CROSS BRACING IS REQUIRED AT PULL AND CORNER POSTS.
SHEET
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1
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5
5
4
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1
0
4
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
0
:
0
5
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C1.07DETAILS
COUNTY ROAD 52
18
"
D
2
1
6" DIAMETER PERFORATED
UNDERDRAIN OUTLET PIPE (PVC)
W/ FILTER SOCK AND TRACER WIRE
SEED MIXTURE 35-241
RAPID STABILIZATION METHOD 4
DEPTH = 18"
EXISTING
EDGE OF
PAVEMENT
UNDISTURBED,
UNCOMPACTED
INSITU SOIL
BIOFILTRATION MEDIA
80% SAND, GRADATION FA-1 CONFORMING TO MNDOT 3126.2-3
20% PEAT, SPHAGNUM PEAT MOSS
12
"
3H:1V
OR SHALLOWER
J NOT TO SCALE
STORMWATER BIOFILTRATION BASIN
SHEET
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10
/
1
6
/
2
0
2
5
8
:
5
0
:
1
1
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C1.08DETAILS
COUNTY ROAD 52
SHEET
B
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2
5
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1
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1
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4
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5
5
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1
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10
/
1
6
/
2
0
2
5
8
:
5
0
:
1
6
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C1.09DETAILS
COUNTY ROAD 52
SHEET
B
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&
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5
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5
5
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1
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4
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w
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10
/
1
6
/
2
0
2
5
8
:
5
0
:
2
1
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C1.10DETAILS
COUNTY ROAD 52
SHEET
B
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5
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1
1
7
5
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4
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1
1
7
5
5
4
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1
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d
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10
/
1
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/
2
0
2
5
8
:
5
0
:
3
5
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.11MNDOT STANDARD PLANS
PEDESTRIAN CURB RAMP DETAILS
SHEET
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\
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1
3
1
1
7
5
5
4
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3
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1
1
7
5
5
4
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1
0
8
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
0
:
4
1
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.12MNDOT STANDARD PLANS
PEDESTRIAN CURB RAMP DETAILS
SHEET
B
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20
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5
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1
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5
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1
7
5
5
4
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1
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8
.
d
w
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10
/
1
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/
2
0
2
5
8
:
5
0
:
4
6
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.13MNDOT STANDARD PLANS
PEDESTRIAN CURB RAMP DETAILS
SHEET
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c H:
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1
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1
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4
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1
1
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5
5
4
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1
0
8
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
0
:
5
1
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.14MNDOT STANDARD PLANS
PEDESTRIAN CURB RAMP DETAILS
SHEET
B
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20
2
5
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1
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1
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5
5
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1
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w
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10
/
1
6
/
2
0
2
5
8
:
5
0
:
5
6
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.15MNDOT STANDARD PLANS
PEDESTRIAN CURB RAMP DETAILS
SHEET
B
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&
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20
2
5
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s
R
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c H:
\
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1
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1
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5
5
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1
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8
.
d
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10
/
1
6
/
2
0
2
5
8
:
5
1
:
0
1
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.16MNDOT STANDARD PLANS
PEDESTRIAN CURB RAMP DETAILS
SHEET
B
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/
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0
2
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:
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1
:
0
6
A
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.17MNDOT STANDARD PLANS
PERMANENT SMALL ANIMAL FENCE
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.18MNDOT STANDARD PLANS
PERMANENT SMALL ANIMAL FENCE
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.19MNDOT STANDARD PLANS
PERMANENT SMALL ANIMAL FENCE
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.20MNDOT STANDARD PLANS
GUARDRAIL END TREATMENTS MISCELLANEOUS DETAILS
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.21MNDOT STANDARD PLANS
GUARDRAIL END TREATMENTS MISCELLANEOUS DETAILS
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.22MNDOT STANDARD PLANS
GUARDRAIL END TREATMENTS MISCELLANEOUS DETAILS
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.23MNDOT STANDARD PLANS
GUARDRAIL END TREATMENTS MISCELLANEOUS DETAILS
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.24MNDOT STANDARD PLANS
PROPRIETARY END TERMINAL - TANGENT FOR TYPE 31 GUARDRAIL
SOFTSTOP (TRINITY HIGHWAY PRODUCTS)
SECTION INTENTIONALLY OMITTED
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.25MNDOT STANDARD PLANS
TRAFFIC BARRIER TYPE 31 ASSEMBLY DETAILS
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.26MNDOT STANDARD PLANS
TRAFFIC BARRIER TYPE 31 OMITTED POST DETAILS
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.27MNDOT STANDARD PLANS
SQUARE-TUBE SIGN MOUNTING DETAILS
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.28MNDOT STANDARD PLANS
SQUARE-TUBE SIGN MOUNTING DETAILS
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.29MNDOT STANDARD PLANS
SQUARE-TUBE SIGN MOUNTING DETAILS
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/20253507 HIGH POINT DRIVE NORTH
BLDG. 1 SUITE E130
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.30MNDOT STANDARD PLANS
FIN BASE
STORMWATER
POLLUTION PREVENTION
PLAN (SWPPP)
PROJECT AREAS:
Total Project Size (disturbed area) =
Existing area of impervious surface =
Post construction area of impervious surface =
Total new impervious surface area created =
Planned Construction Start Date:
Estimated Construction Completion Date:
PERMANENT STORMWATER MANAGEMENT SYSTEM:
Type of storm water management used if more than 1 acre of new impervious surface is created:
1.8
DOCUMENT RETENTION
The following documentation will be retained for a period of not less than 3-years from the date of submittal of the
NOT in compliance with Part III.E of the Permit.
1.The final SWPPP
2.Copies of all stormwater related permits required for the project
3.Records of all inspection and maintenance conducted during construction
4.Copies of all permanent operation and maintenance agreements; including all right-of-way, contracts,
covenants and other binding requirements regarding perpetual maintenance, and
5.All required calculations for design of the temporary and permanent BMPs.
ACRES
ACRES
ACRES
ACRES
TBD
TBD
1.49
1.85
0.36
Wet Sedimentation Basin
X Infiltration/Filtration
Regional Pond
Permanent Stormwater Management Not Required
PROJECT
LOCATION
1-MILE
BOUNDARY
RECEIVING
WATERS
DNR GATEWAY TRAIL EXTENSION
CITY OF SCANDIA
WASHINGTON COUNTY, MINNESOTA
PROJECT LOCATION:
COUNTY TOWNSHIP RANGE SECTION LATITUDE LONGITUDE
WASHINGTON 32 20 23 45.249344 -92.799292
BMP SUMMARY QUANTITY UNIT
FINE FILTER AGGREGATE 80 CY
STABILIZED CONSTRUCTION EXIT 1 LS
STORM DRAIN INLET PROTECTION 4 EA
SEDIMENT CONTROL LOG TYPE WOOD FIBER 880 LF
FLOATATION SILT CURTAIN TYPE STILL WATER 820 LF
SILT FENCE, TYPE MS 3790 LF
FERTILIZER 1140 LBS
SEED MIXTURE 25-141 290 LBS
SEED MIXTURE 35-241 130 LBS
RAPID STABILIZATION METHOD 4 21870 SY
NAME OF WATER BODY TYPE (ditch, pond,
wetland, lake, etc.)
Appendix A
Special Water?
Flows to Impaired
Water Within 1
Mile?
USEPA Approved
TMDL?
UNNAMED CREEK CREEK NO NO NO
GOOSE LAKE LAKE NO NO NO
Impairments: AQC (AQUATIC LIFE CONSUMPTION), AQR (AQUATIC RECREATION)
PROJECT BOUNDARY
RECEIVING WATERS:
Receiving waters, including surface water, wetlands, Public Waters, and stormwater ponds, are identified on the USGS 7.5 min quad map
within one mile of the project boundary. Receiving waters that are impaired, the impairment, and WLA are listed as follows. All specific
BMPs relative to construction activities listed in this permit for special and impaired waters have been incorporated into this plan. All
specific BMPs listed in approved TMDLs and those BMPs listed for construction related waste load allocations have also been incorporated.
DESCRIPTION OF CONSTRUCTION ACTIVITIES AND STORMWATER MANAGEMENT:
Construction activities include: Site grading, trail, culvert, and parking lot construction, temporary erosion and
sediment control, and permanent stabilization.
On the existing site, stormwater runoff flows over land to an existing unnamed creek and/or into wetlands
surrounding the site. On the proposed site, stormwater runoff will be routed through culverts underneath the
proposed trail and into the existing unnamed creek and/or into wetlands surrounding the site.
Trails in much of the project area will have substantial vegetated buffer (xx' to xx') to accommodate filtration of
stormwater runoff and infiltration from the small amount of runoff volume generated.
IMPLEMENTATION SCHEDULE AND PHASING: The Contractor is required to provide an updated schedule and site management plan
meeting the minimum requirements of Section 1717.2.C and 1717.2.D of the Minnesota 2016 Standard Specifications.
1)Submit SWPPP Updates to Engineer. Submittal shall include any requested changes to the SWPPP, including but not limited to:
Trained Personnel, Locations for Stockpiles, Concrete Washout, Sanitation Facilities, Types and Locations of Erosion &
Sediment Control. Failure to submit updates shall be considered acceptance of the SWPPP as designed with no changes.
2)Install perimeter sediment control, inlet protection, and construction exit.
3)Culvert construction.
4)Site grading.
5)Trail and parking lot construction.
6)Add additional temporary BMPs as necessary during construction based on inspection reports.
7)Ensure final stabilization measures are complete.
8)Provide digital copy of all Field SWPPP Documentation including Inspection Reports and SWPPP Revisions to the Owner.
9)Submit Notice of Termination (NOT) to MPCA. NOTE: The NOT must be submitted to MPCA before Final Stabilization is
considered complete.
LEGEND
NATIONAL WETLANDS INVENTORY
IMPAIRED, SPECIAL OR PROTECTED WATERSOR
SPECIAL ENVIRONMENTAL CONSIDERATIONS:
The SWPPP Designer and Construction SWPPP Manager must have appropriate training. Documentation showing training
commensurate with the job duties and responsibilities is required to be included in the SWPPP prior to any work beginning on the
site. Training documentation for the SWPPP Designer is included on this sheet. The Contractor shall attach training documentation to
this SWPPP for the Construction SWPPP Manager prior to the start of construction. This information shall be kept up to date until the
project NOT is filed.
GENERAL STORMWATER DISCHARGE REQUIREMENTS
All requirements listed in Part III of the Permit for the design of the permanent stormwater management system and discharge
have been included in the preparation of this SWPPP. These include but are not limited to::
1.The expected amount, frequency, intensity, and duration of precipitation.
2.The nature of stormwater runoff and run-on at the site
3.Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream channel and stream bank erosion.
4.The range of soil particle sizes expected to be present on the site.
COMPANY CONTACT PERSON PHONE
OWNER:CITY OF SCANDIA, MN KYLE MORELL (651) 433-2274
SWPPP DESIGNER:Bolton & Menk, Inc.BRIAN RUCKER (952) 256-3523
CONTRACTOR:
CONSTRUCTION SWPPP MANAGER:
PARTY RESPONSIBLE FOR LONG TERM O&M:STATE OF MINNESOTA
RESPONSIBLE PARTIES:
The Contractor and Owner must apply for coverage under the MPCA's General Stormwater Permit for Construction Activity as
required by the National Pollutant Discharge Elimination System (NPDES) Phase II program. Coverage under the permit will begin
automatically 7 calendar days after the electronic submittal date or after the postmarked date of a complete application. [Longer
time frames apply to sites that disturb areas greater than 50 acres.]
The Contractor shall provide one or more trained Construction SWPPP Manager(s) knowledgeable and experienced in the application
of erosion prevention and sediment control BMPs that will oversee the implementation of the SWPPP, and the installation, inspection
and maintenance of the erosion prevention and sediment control BMPs. A Construction SWPPP Manager must be available for an
on-site inspection within 72 hours upon request by the MPCA.
1)Was an environmental review required for this project or any part of a common plan of development or sale
that includes all or any portion of this project?NO
2)Does any portion of the site have the potential to affect threatened or endangered species or their critical
habitat?NO
3)Does any portion of this site discharge to a Calcareous fen.NO
4)Will any portion of the site potentially affect properties listed on the National Register of Historic Places or a
known or discovered archeological site?NO
5)Have any Karst features have been identified in the project vicinity?NO
6)Is compliance with temporary or permanent stormwater management design requirements infeasible for this
project?NO
7)Has the MN DNR promulgated "work in water restrictions" for any Public Water this site disharges to during fish
spawning?NO
ADDITIONAL COMPENSATION
Payment for all work associated with Erosion and Sediment Control shall be as described in the Project Manual. Unless otherwise
authorized by the Owner no additional payment shall be made for any work required to administer and maintain the site erosion and
sediment control in compliance with the Minnesota Pollution Control Agency (MPCA) - General Stormwater Permit for Construction
Activity (MN R100001) including but not limited to inspection, maintenance, and removal of BMPs or addition of BMPs to
accommodate Contractor phasing.
PROJECT LOCATION
SWPPP DESIGNER
FEETSCALE
HORZ.
1500 30000
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C2.01EROSION CONTROL
SWPPP
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
Information contained in this SWPPP narrative sheet summarizes requirements of the GENERAL PERMIT
AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM PROGRAM - Permit No: MN
Rl0000l as they apply to this project. All provisions of the permit including those not specifically cited herein shall
apply to this project. The Contractor is responsible to be familiar with and comply with all conditions of the permit.
The full text of the permit is available at:
http://www.pca.state.mn.us/index.php/water/water-types-and-programs/stormwater/construction-
stormwater/mpca-to-re-issue-construction-stormwater-general-permit.html
SWPPP AMENDMENTS
Permittee must amend SWPPP as necessary to include additional requirements to correct problems identified or
address the following situations.
1.There is a change in design, construction, operation, maintenance, weather or seasonal conditions.
2.Inspections or investigations by site owner or operators, USEPA or MPCA officials determine the SWPPP is
not minimizing discharge of pollutants to surface waters or underground waters or discharges are causing
water quality standard exceedances.
3.The SWPPP is not achieving the objectives of minimizing pollutants in stormwater discharges associated
with construction activity, or the SWPPP is not consistent with the terms and conditions of the permit.
4.The MPCA determines that the project's stormwater discharges may cause, have reasonable potential to
cause, or contribute to non-attainment of any applicable water quality standard, or the SWPPP does not
incorporate the applicable requirements of the permit.
EROSION PREVENTION PRACTICES
The location of areas not to be disturbed must be delineated on the project before site work begins.
Disturbance on steep slopes (>33.3%) shall be minimized. Where required, techniques such as phasing and
stabilizing practices designed for steep slopes shall be used.
All exposed soils must be stabilized as soon as possible, but in no case later than 14 days after the construction
activity has temporarily or permanently ceased.
For public waters that have been promulgated "work in water restrictions" during fish spawning time frames, all
exposed soil areas that are within 200 feet of the water's edge, and drain to these waters must complete
stabilization within 24-hours during the time period.
Stormwater conveyance channels shall be routed around unstabilized areas. Erosion controls and velocity
dissipation devices shall be used at outlets within and along the length of any constructed conveyance channel.
The normal wetted perimeter of all ditches or swales, including storm water management pond slopes, that drain
waters from the site must be stabilized within 200' of any property edge or discharge point, including storm sewer
inlets, within 24 hours of connection.
Stabilization of the remaining portions of any temporary or permanent ditches or swales within 14 calendar days
after connecting to a surface water or property edge and construction in that portion of the ditch has temporary
or permanently ceased.
Temporary or permanent ditches or swales used as sediment containment during construction do not need to be
stabilized during temporary period of use and shall be stabilized within 24 hours after no longer used as sediment
containment.
Mulch, hydromulch, tackifier, or similar practice shall not be used in any portion of a temporary or permanent
drainage ditch. Refer to erosion and sediment control plan for temporary and permanent stabilization measures
for ditches and swales.
Stormwater discharges shall be directed to vegetated areas where feasible. Velocity dissipation devices shall be
used at discharge point.
Phased construction will be used to extent practical or as indicated in the plans to minimize exposed soils.
Rapid stabilization shall be of type and quantity indicated in the project specifications. Additional rapid
stabilization may be necessary to minimize erosion throughout the duration of the project. Type and quantity shall
be determined by the engineer or inspector prior to installation. In extreme cases, the contractor shall use any
available rapid stabilization to immediately mitigate erosion, then further remedy the situation with approval by
owner or engineer.
SEDIMENT CONTROL PRACTICES
Practices must be established on all down gradient perimeters and be located up gradient of any buffer zones.
Perimeter controls must be in place before up gradient land- disturbing activities begin and shall remain in place
until final stabilization.
All sediment controls practices shall be re-installed if they have been adjusted or removed to accommodate short-
term activities and replaced immediately after the short term activity has ceased. Short term activities shall be
performed as quickly as possible. Sediment control practices shall be re-installed even before the next
precipitation event if the activity is not complete.
All storm drains must be protected by appropriate BMPs during construction until all sources to the inlet have
been stabilized. Inlet protection may be removed for specific safety concerns identified by the Permittee or
jurisdictional authority. The removal shall be documented in the SWPPP and retained on site. Temporary
stockpiles must have silt fence or other effective sediment controls and shall not be placed in surface waters or
natural buffers.
Vehicle tracking BMPs shall be installed to minimize track out of sediment from the construction site. Method
shall be approved by engineer prior to commencement of construction activities. Street sweeping shall be used if
vehicle tracking BMPs are not adequate to prevent sediment from being tracked onto the street.
Soil compaction shall be minimized and topsoil shall be preserved, unless infeasible or if construction activities
dictate soil compaction or topsoil stripping.
A 50 foot natural buffer, or redundant BMPs (where a buffer is infeasible) must be maintained when a surface
water is located within 50 feet of disturbance activities and site runoff flows to the surface water.
If polymers, flocculants, or other sedimentation treatment chemicals are used on site, 1) conventional erosion and
sediment controls shall be sowed prior to chemical placement, 2) chemicals shall be chosen based on soil types,
and expected turbidity, pH, and flow rate of stormwater flowing into the treatment system, and 3) chemicals shall
be used with accepted engineering practices and dosing specifications.
TEMPORARY SEDIMENTATION BASINS
The temporary sedimentation basin shall be constructed and made operational prior to disturbance of 10 or more
acres draining to a common location.
Temporary sedimentation basins are required prior to runoff leaving the construction site or entering surface
waters when 10 or more acres of disturbed soils drain to a common location. The basin must provide 3,600 cubic
feet of "storage below the outlet per acre drained. If hydraulic calculations are available, the temporary
sedimentation basin must provide a storage volume equivalent to the 2-year, 24-hour storm, but in no case less
than 1800 cubic feet per acre drained. The temporary sedimentation basin must be constructed and made
operational concurrent with the start of soil disturbance up gradient of the pond. The temporary sedimentation
basin shall be designed to prevent short circuiting. The outfall shall be designed to remove floatable debris, allow
for complete drawdown of the pond for maintenance activities, and have energy dissipation. The emergency
spillway shall be stabilized.
Temporary sedimentation basins shall be situated outside of surface waters and any required buffer zone, and
must be designed to avoid draining wetlands, unless the impact is in compliance with the requirements of this
permit.
Excessive sediment-laden water that is not properly filtered will not be permitted to discharge from site.
DEWATERING AND BASIN DRAINING
Turbid or sediment-laden waters related to dewatering or basin draining shall be discharged to a temporary or
permanent sedimentation basin on the project site unless infeasible. The temporary or permanent basin may
discharge to surface waters if the basin water has been visually checked to ensure adequate treatment has been
obtained in the basin and that the nuisance conditions will not result from the discharge. Discharge points shall be
adequately protected from erosion and proper velocity dissipation provided.
All water from dewatering or basin-draining activities must be discharged in a manner that does not cause
nuisance conditions, erosion in the receiving channels or on down slope properties, or inundation in wetlands
causing significant adverse impacts to the wetland.
If filters with backwash waters are used, the backwash water shall be hauled away for disposal, returned to the
beginning of the treatment process, or incorporated into site in a manner that does not cause erosion. Backwash
water may be discharged to sanitary sewer if permission is granted by the sanitary sewer authority.
POLLUTION PREVENTION
Building products that have the potential to leach pollutants must be under cover to prevent discharge or
protected by an effective means designed to minimize contact with stormwater.
Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials must be under cover.
Hazardous materials and toxic waste must be properly stored in sealed containers to prevent spills, leaks or other
discharge. Restricted access storage areas must be provided to prevent vandalism.
Solid waste must be stored, collected and disposed of in compliance with Minn. R. CH 7035.
Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste
must be disposed of properly in accordance with Minn. R. CH 7041.
Discharge of spilled or leaked chemicals, including fuel, from any area where chemicals or fuel will be loaded or
unloaded shall be prevented using drip pans or absorbents. Supplies shall be available at all times to clean up
discharged materials and that an appropriate disposal method must be available for recovered spilled materials.
Exterior vehicle or equipment washing on the project site shall be limited to a defined area of the site. Runoff
from the washing area shall be contained in a sediment basin or other similarly effective controls and waste from
the washing activity must be properly disposed of. No engine degreasing is allowed on site. Effective containment
for all liquid and solid wastes generated by concrete and other washout operations related to construction activity
shall be effectively contained. Liquid and solid washout waste shall not contact the ground, and containment must
be designed so that it does not result in runoff from the washout operations or areas. A sign must be installed
adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete
and other washout wastes.
INFESTED WATERS:
MN DNR permits are not valid for work in waters that are designated as infested waters unless accompanied by an
Infested Waters Permit or written notification has been obtained from MN DNR stating that such permit is not
required. There is no exception for pre-existing permits. If a MN DNR Permit has been issued for the project and
the water is later designated as infested, the Contractor shall halt all work covered by the MN DNR Permit until
until such time as an Infested Waters Permit is obtained or that written notification is obtained stating that such
permit is not required.
INSPECTION & MAINTENANCE
A trained person shall routinely inspect the entire construction site at least once every 7 days during active
construction and within 24-hours after a rainfall event greater than 0.5 inches in 24 hours. Following an inspection
that occurs within 24-hours after a rainfall event, the next inspection must be conducted within 7 days.
All inspections and maintenance conducted during construction must be recorded within 24 hours in writing and
records must be retained with the SWPPP. Inspection report forms are available in the Project Specifications.
Inspection report forms other than those provided shall be approved by the engineer.
Where parts of the project site have permanent cover, but work remains on other parts of the site, inspections
may be reduced on these areas to once per month.
Where the site has permanent cover on all exposed areas and no construction activity is occurring anywhere on
site, the site must be inspected during non-frozen conditions at least once per month for 12 months. Following
the 12th month of permanent cover and no construction activity, inspections shall be terminated until
construction activity resumes or notification from MPCA has been issued that erosion has been detected at the
site.
During frozen ground conditions, inspections may be suspended and shall resume within 24 hours after runoff
occurs or 24 hours prior to resuming construction activity, whichever is first.
Inspection and maintenance shall resume until another Permittee has obtained coverage under this Permit or the
project has undergone Final Stabilization, and an NOT has been submitted.
All erosion prevention and sediment control BMPs shall be inspected to ensure integrity and effectiveness during
all routine and post-rainfall inspections. All non-functioning BMPs must be repaired, replaced, or supplemented
with functional BMPs by the end of the next business day after discovery, or as soon as field conditions allow
access.
All perimeter control devices must be repaired, replaced, or supplemented when they become non-functional or
the sediment reaches one-half (1/2) of the height of the device. These repairs must be made by the end of the
next business day after discovery, or as soon as field conditions allow.
Temporary and permanent sediment basins must be drained and the sediment removed when the depth of
sediment collected in the basin reaches one-half (1/2) the storage volume. Drainage and sediment removal must
be completed within 72 hours of discovery, or as soon as field conditions allow.
Surface waters, including drainage ditches and conveyance systems, must be inspected for erosion and sediment
deposition during each inspection. All deltas and sediment deposited in drainage ways, catch basins, and other
drainage systems shall be removed. The removal and stabilization must take place within seven (7) days of
discovery unless precluded by legal, regulatory, or physical access constraints. The Permittee is responsible for
obtaining all applicable permits prior to conducting any work in surface waters.
Construction site vehicle exit locations must be inspected for evidence of off-site sediment tracking onto paved
surfaces. Tracked sediment must be removed from all paved surfaces both on and off site within 24-hours of
discovery, or if applicable, within a shorter time to comply with the permit.
Streets and other areas adjacent to the project must be inspected for evidence of off-site accumulations of
sediment. If sediment is present, it must be removed in a manner and at a sufficient frequency to minimize
off-site impacts.
All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching
the infiltration area and that equipment is not being driven across the infiltration area.
FINAL STABILIZATION
Final Stabilization is not complete until all of the following requirements have been met:
1.All soil disturbing activities at the site have been completed and all soils are stabilized by a uniform
perennial vegetative cover with a density of 70% of its expected final growth density over the entire
pervious surface area, or other equivalent means necessary to prevent soil failure under erosive conditions.
2.Permanent stormwater management system is constructed, meets all requirements of the Permit, and is
operating as designed. Temporary or permanent sedimentation basins that are to be used as permanent
water quality management basins have been cleaned of any accumulated sediment. All sediment has been
removed from conveyance systems, and ditches are stabilized with permanent cover.
3.All temporary synthetic and structural erosion prevention and sediment control BMPs have been removed.
BMPs designed to decompose on site may be left in place.
4.For residential construction only, individual lots are considered finally stabilized if the structure(s) are
finished, temporary erosion protection and down gradient perimeter control has been completed and the
residence has been sold to the homeowner. Also, the "Homeowner Fact Sheet" has been provided to the
homeowner
C2.02EROSION CONTROL
SWPPP
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
453C
264
504B
264
153B
449
504C
266
453B
153C
453B
266
453C
266
453B
453C
264
153C
153C
264
449 264
153B
153C
452
504C
504B504B
264
504B
153B
449
504C
153C
153C
264
449 264
153B
153C
452
504C
504B504B
226
504C
266
153C
266153C
504B
153B
LEGEND
PROJECT BOUNDARY
SOIL TYPE
NATIONAL WETLANDS INVENTORY
STEEP SLOPES (>33.3%)
IMPAIRED, SPECIAL OR PROTECTED WATERS
SOIL TYPE SUMMARY
Map Unit
Symbol Soil Name Hyd. Soil
Group
MUSYM MUNAME HYDGRP
153B SANTIAGO SILT LOAM, 2 TO 6 PERCENT SLOPES B
153C SANTIAGO SILT LOAM, 6 TO 15 PERCENT SLOPES B
264 FREEON SILT LOAM, 1 TO 4 PERCENT SLOPES C
266 FREER SILT LOAM C/D
449 CRYSTAL LAKE SILT LOAM, 1 TO 3 PERCENT SLOPES C
452 COMSTOCK SILT LOAM B/D
453B DEMONTREVILLE LOAMY FINE SAND, 2 TO 6 PERCENT SLOPES C
453C DEMONTREVILLE LOAMY FINE SAND, 6 TO 12 PERCENT SLOPES C
504B DULUTH SILT LOAM, 1 TO 6 PERCENT SLOPES C
504C DULUTH SILT LOAM, 6 TO 12 PERCENT SLOPES C
R
C2.03EROSION CONTROL
SWPPP
FEETSCALE
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
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N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
2
0
4
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
3
:
5
3
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
STABILIZED CONSTRUCTION EXIT
EROSION CONTROL LEGEND
EXISTING/PROPOSED
INLET PROTECTION
SEDIMENT CONTROL LOG
HAND INSTALLED SILT FENCEHI
DRAINAGE FLOW
SEED MIXTURE 25-141
RAPID STABILIZATION METHOD 3
SEED MIXTURE 35-241
RAPID STABILIZATION METHOD 3
NOTES:
1.ALL CULVERTS, BOTH EXISTING AND PROPOSED, SHALL HAVE INLET PROTECTION INSTALLED
PRIOR TO DISTURBANCE AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE.
2.INSTALL REDUNDANT EROSION CONTROL MEASURES AT DOWN GRADIENT WETLAND
BOUNDARIES WITHIN 50' OF UTILITY CONSTRUCTION PRIOR TO BEGINNING WORK.
3.SEDIMENT CONTROL LOGS MAY BE USED AS A SUBSTITUTE FOR MACHINE SLICED SILT FENCE
IF APPROVED BY THE ENGINEER. IF A SUBSTITUTION IS MADE BY THE CONTRACTOR, THE
IMPROVEMENT SHALL BE PAID AT THE UNIT PRICE BID FOR THE PLANNED IMPROVEMENT.
4.DISCHARGE OF SEDIMENT TO DELINEATED WETLANDS SHALL BE PROHIBITED BEYOND THE
DESIGN LIMITS OF WETLAND FILL. SEDIMENT DISCHARGED TO WETLANDS BEYOND DESIGN
LIMITS DUE TO CONTRACTORS NEGLIGENCE OF EROSION CONTROL MEASURES SHALL BE
REMOVED AT THE CONTRACTOR'S EXPENSE.
5.REESTABLISH ALL DISTURBED SOIL WITH EROSION CONTROL BLANKET, FERTILIZER, AND SEED
MIX AS SHOWN.
6.USE NON-PHOSPHORUS FERTILIZER FOR REVEGETATION AREAS DRAINING TO WETLANDS.
7.DITCH CHECKS SHALL HAVE MAINTENANCE PERFORMED FOLLOWING SUBSTANTIAL RAIN
EVENTS FOR PONDING, EROSION, AND LODGED DEBRIS WITHIN THE BMP.
8.RAPID STABILIZATION METHOD 3 WILL BE USED ALONG THE NORTHERN TRAIL PORTION OF
THIS PROJECT (SHEETS C2.04 - C2.05).
9.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND SURFACE GOVERNING OVER
THE EXISTING GROUND SURFACE.
C-BE-D
E-D
E-DE-DE-DE-D
G
-
D
G
-
D
G
-
D
X
X
X
X
X
X
X
X
X
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI HI
HI
HI
HI
HI
HI
HI
HI HI HI
HI HI HI HI HI HI
HI
HI
HI
HI
HI HI HI
HI
HI
HI
HI
H
I
HI
H
I
HI HI
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI HI HI HI
H
I HI HI HI HI HI HI HI
HI
HI
HI
HI HI HI
HI
HI
HI
HI
HI
H
I
HI HI
31+00
32+00
33+00
34+
0
0
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00 43+00
44+0
0
45
+
0
0
46+00
47+00
15230
15210
995
1000
1000
100
0
1005
1
0
0
5
1000
COU
N
T
Y
R
O
A
D
5
2
>>
>>
H
C
CLVT
FC-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
G-B
G-B
G-B
G
-
B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
C-B
C-B
C-B
C-
B
C-B
C-B
C-B
C-B
C-B
C-B
C
-
B
C-B
C-B
C-B
C
-
B
C-B
C-B
C-
B
C-
B
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
G-D
G-D
G-D
G-D
G-D
G-D
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
X
XX
X
OE
OE
OE
OE
OE
HI
HI
HI
HI
HI
HI
HI
H
I
HI
HI
HI
HI
HI
HI
HI
HI
H
I
HI
HI
H
I
H
I
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI
HI HI
45
+
0
0
46
+
0
0
4
7
+
0
0
4
8
+
0
0
48+86.52
15210
15261
15240
100
5
1
0
0
0
1000
CO
U
N
T
Y
R
O
A
D
5
2
C2.05EROSION CONTROL
TRAIL
FEETSCALE
0 50 100
R
SE
E
B
E
L
O
W
SEE ABOVE
SE
E
S
H
E
E
T
C2
.
0
4
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SHEET
B
o
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I
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.
20
2
5
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A
l
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i
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h
t
s
R
e
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e
r
v
e
d
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N
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\
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1
3
1
1
7
5
5
4
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3
D
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1
1
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5
5
4
C
2
0
5
T
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A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
4
:
1
7
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
NOTES:
1.ALL CULVERTS, BOTH EXISTING AND PROPOSED, SHALL HAVE INLET PROTECTION INSTALLED
PRIOR TO DISTURBANCE AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE.
2.INSTALL REDUNDANT EROSION CONTROL MEASURES AT DOWN GRADIENT WETLAND
BOUNDARIES WITHIN 50' OF UTILITY CONSTRUCTION PRIOR TO BEGINNING WORK.
3.SEDIMENT CONTROL LOGS MAY BE USED AS A SUBSTITUTE FOR MACHINE SLICED SILT FENCE
IF APPROVED BY THE ENGINEER. IF A SUBSTITUTION IS MADE BY THE CONTRACTOR, THE
IMPROVEMENT SHALL BE PAID AT THE UNIT PRICE BID FOR THE PLANNED IMPROVEMENT.
4.DISCHARGE OF SEDIMENT TO DELINEATED WETLANDS SHALL BE PROHIBITED BEYOND THE
DESIGN LIMITS OF WETLAND FILL. SEDIMENT DISCHARGED TO WETLANDS BEYOND DESIGN
LIMITS DUE TO CONTRACTORS NEGLIGENCE OF EROSION CONTROL MEASURES SHALL BE
REMOVED AT THE CONTRACTOR'S EXPENSE.
5.REESTABLISH ALL DISTURBED SOIL WITH EROSION CONTROL BLANKET, FERTILIZER, AND SEED
MIX AS SHOWN.
6.USE NON-PHOSPHORUS FERTILIZER FOR REVEGETATION AREAS DRAINING TO WETLANDS.
7.DITCH CHECKS SHALL HAVE MAINTENANCE PERFORMED FOLLOWING SUBSTANTIAL RAIN
EVENTS FOR PONDING, EROSION, AND LODGED DEBRIS WITHIN THE BMP.
8.RAPID STABILIZATION METHOD 3 WILL BE USED ALONG THE NORTHERN TRAIL PORTION OF
THIS PROJECT (SHEETS C2.04 - C2.05).
9.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND SURFACE GOVERNING OVER
THE EXISTING GROUND SURFACE.
STABILIZED CONSTRUCTION EXIT
EROSION CONTROL LEGEND
EXISTING/PROPOSED
INLET PROTECTION
SEDIMENT CONTROL LOG
HAND INSTALLED SILT FENCEHI
DRAINAGE FLOW
SEED MIXTURE 25-141
RAPID STABILIZATION METHOD 3
SEED MIXTURE 35-241
RAPID STABILIZATION METHOD 3
>>>>
>>
>>
>>
CLV
T
C
F
C
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
G-
B
G-
B
G-B G-B G-B
G-B
G-B
G-B
G-B
G-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-
B
C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B
C-B C-B C-B C-B C-B
C-
B
C-
B
C-
B
C-
B
C
-
B
C
-
B
C
-
B
C
-
B
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
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
OE
OE
OE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
O
E
O
E
O
E
O
E
O
E
O
E
O
E
>>
>>>>>>
>>
>>
>>
>>
HI HI HI HI HI HI HI HI HI HI HI HI
HI HI
H
I
H
I
H
I
H
I
HI HI HI HI HI HI HI HI HI HI HI HI
HI HI
H
I
H
I
H
I
H
I
H
I
H
I
H
I
H
I
HI
HI HI HI HI HI HI HI HI HI HI HI HI HI HI
0+00 1+00 2+00 3+00 4+00 5+00
15210
15145 15261
15230
998
998
999
996
997
998
99
8
99
8
997
998
999
1000
1005
996 997 998 999
1001
1002 1003 1004
1000
999
1001
1000
DITCH CHECK (TYP)
PER DETAIL ERO-5B
ON SHEET C1.05
C C
C
H C
C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B C-B C-B C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C
-
B
C
-
B
C-B C-B C-B C-B C-B
C-B
C-B
C-B
C-B
C-B C-B C-B C-B
C-B
C-B
C-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
C-B C-B C-B
C-
B C-B
C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C
-
B C-
B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B C-B C-B
G
-
D
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XX
X
X
XX
X
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
>
>
>
>
>
>
>
>
>>
HI HI HI HI HI
HI
HI
HI HI HI HI HI
HI HI HI HI HI HI HI HI
HI HI HI
HI HI HI HI HI HI HI HI
H
I
HI HI
HI HI HI
HI HI HI
HI HI HI HI
HI
HI HI
HI
HI HI HI HI HI HI
HI
HI
HI HI HI HI HI HI HI HI HI HI HI HI HI HI HI HI HI
HI HI
6+00
7+00 8+00 9+00
10+00
11+00
12+00
13+00
15240
15261
15261
1000
1005
999 1001
1002
1003 1004
1
0
0
6
1
0
0
7
1008
1000 1000
100
0
1001 100
1
100
1
100
2 10
0
3 10
0
4
1002
1000
996 997 998
999
99
9999
1001
1000
998999
1001
995
991 992 993994996997
998999 995
992993994996997998
997 998 999
995
991 992 993 994
1002
100
5
999
DITCH CHECK (TYP)
PER DETAIL ERO-5B
ON SHEET C1.05
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
2
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
4
:
4
0
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C2.06EROSION CONTROL
COUNTY ROAD 52
FEETSCALE
0 25 50
HORZ.
R
R
COUNTY ROAD 52
COUNTY ROAD 52
NOTES:
1.ALL CULVERTS, BOTH EXISTING AND PROPOSED, SHALL HAVE INLET PROTECTION INSTALLED PRIOR TO DISTURBANCE AND REMAIN
IN PLACE UNTIL CONSTRUCTION IS COMPLETE.
2.INSTALL REDUNDANT EROSION CONTROL MEASURES AT DOWN GRADIENT WETLAND BOUNDARIES WITHIN 50' OF UTILITY
CONSTRUCTION PRIOR TO BEGINNING WORK.
3.SEDIMENT CONTROL LOGS MAY BE USED AS A SUBSTITUTE FOR MACHINE SLICED SILT FENCE IF APPROVED BY THE ENGINEER. IF A
SUBSTITUTION IS MADE BY THE CONTRACTOR, THE IMPROVEMENT SHALL BE PAID AT THE UNIT PRICE BID FOR THE PLANNED
IMPROVEMENT.
4.DISCHARGE OF SEDIMENT TO DELINEATED WETLANDS SHALL BE PROHIBITED BEYOND THE DESIGN LIMITS OF WETLAND FILL.
SEDIMENT DISCHARGED TO WETLANDS BEYOND DESIGN LIMITS DUE TO CONTRACTORS NEGLIGENCE OF EROSION CONTROL
MEASURES SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE.
5.REESTABLISH ALL DISTURBED SOIL WITH EROSION CONTROL BLANKET, FERTILIZER, AND SEED MIX AS SHOWN.
6.USE NON-PHOSPHORUS FERTILIZER FOR REVEGETATION AREAS DRAINING TO WETLANDS.
7.DITCH CHECKS SHALL HAVE MAINTENANCE PERFORMED FOLLOWING SUBSTANTIAL RAIN EVENTS FOR PONDING, EROSION, AND
LODGED DEBRIS WITHIN THE BMP.
8.RAPID STABILIZATION METHOD 4 WILL BE USED ALONG THE COUNTY ROAD 52 PORTION OF THIS PROJECT (SHEETS C2.06 - C2.07).
9.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND SURFACE GOVERNING OVER THE EXISTING GROUND SURFACE.
STABILIZED CONSTRUCTION EXIT
EROSION CONTROL LEGEND
EXISTING/PROPOSED
INLET PROTECTION
SEDIMENT CONTROL LOG
HAND INSTALLED SILT FENCEHI
DRAINAGE FLOW
SEED MIXTURE 25-141
RAPID STABILIZATION METHOD 4
SEED MIXTURE 35-241
RAPID STABILIZATION METHOD 4
>>>>
C-B
C-B
C-B
C-B C-B
C-
B
C-
B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
G-
B
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
X
XXX
>>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
HI HI HI HI HI HI HI HI HI HI HI
HI HI HI HI HI HI HI HI HI HI HI
H
I
HI HI HI HI HI HI HI HI HI HI HI HI HI HI HI HI HI
HI HI HI
HI
HI
HI HI HI
HI
HI
HI
HI HI HI HI HI HI HI HI HI HI HI HI HI HI HI HI HI
19+99.98
13+00 14+00 15+00 16+00 17+00 18+00 19+00
15526
15261 15521
100
4
992993
1
0
0
5
100
5
100310
0
3
1
0
0
4
1006
10
0
6
995
992 993 994 996 997 998 999 1
0
0
0
1005
100
1
1002
1003
1004
1000
1005
996 997
998
9991001100210031004
995
993
994
996
997
996996
995
1000
992 993 994
996
9
9
6 996 997 998 999
1001 1002
1003
9
9
5
993
9
9
4
1000
1005
998
999 1001 1002 1003 1004
9
9
5
993
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
2
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
4
:
4
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C2.07EROSION CONTROL
COUNTY ROAD 52
FEETSCALE
0 25 50
HORZ.
R
COUNTY ROAD 52
NOTES:
1.ALL CULVERTS, BOTH EXISTING AND PROPOSED, SHALL HAVE INLET PROTECTION INSTALLED
PRIOR TO DISTURBANCE AND REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE.
2.INSTALL REDUNDANT EROSION CONTROL MEASURES AT DOWN GRADIENT WETLAND
BOUNDARIES WITHIN 50' OF UTILITY CONSTRUCTION PRIOR TO BEGINNING WORK.
3.SEDIMENT CONTROL LOGS MAY BE USED AS A SUBSTITUTE FOR MACHINE SLICED SILT FENCE
IF APPROVED BY THE ENGINEER. IF A SUBSTITUTION IS MADE BY THE CONTRACTOR, THE
IMPROVEMENT SHALL BE PAID AT THE UNIT PRICE BID FOR THE PLANNED IMPROVEMENT.
4.DISCHARGE OF SEDIMENT TO DELINEATED WETLANDS SHALL BE PROHIBITED BEYOND THE
DESIGN LIMITS OF WETLAND FILL. SEDIMENT DISCHARGED TO WETLANDS BEYOND DESIGN
LIMITS DUE TO CONTRACTORS NEGLIGENCE OF EROSION CONTROL MEASURES SHALL BE
REMOVED AT THE CONTRACTOR'S EXPENSE.
5.REESTABLISH ALL DISTURBED SOIL WITH EROSION CONTROL BLANKET, FERTILIZER, AND SEED
MIX AS SHOWN.
6.USE NON-PHOSPHORUS FERTILIZER FOR REVEGETATION AREAS DRAINING TO WETLANDS.
7.DITCH CHECKS SHALL HAVE MAINTENANCE PERFORMED FOLLOWING SUBSTANTIAL RAIN
EVENTS FOR PONDING, EROSION, AND LODGED DEBRIS WITHIN THE BMP.
8.RAPID STABILIZATION METHOD 4 WILL BE USED ALONG THE COUNTY ROAD 52 PORTION OF
THIS PROJECT (SHEETS C2.06 - C2.07).
9.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND SURFACE GOVERNING OVER
THE EXISTING GROUND SURFACE.
STABILIZED CONSTRUCTION EXIT
EROSION CONTROL LEGEND
EXISTING/PROPOSED
INLET PROTECTION
SEDIMENT CONTROL LOG
HAND INSTALLED SILT FENCEHI
DRAINAGE FLOW
SEED MIXTURE 25-141
RAPID STABILIZATION METHOD 4
SEED MIXTURE 35-241
RAPID STABILIZATION METHOD 4
X X X X X X
X X X X X X X X X X
X X X X X X X
>>>>
>>
>>
>>
C C
C
H C
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B
C-B C-B C-B C-B C-B
C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B
C-B C-B
C-B
C-B
C
-
B
G-B
G-B
G-B
G-B
G-B
G-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
G-B
G-B G-B G-B G-B G-B
G-B
G-B G-B G-B G-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B
C-B C-B C-B C-B C-B C-B
C-
B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-
B
C-
B
C
-
B
C
-
B
C
-
B
C
-
B
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
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
XXXXXXXXXXXX
XX
X
X
XX
X
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
>>
>>>>>>>>
>>
3+00 4+00 5+00 6+00
7+00
8+00
9+00
10+00
PC
:
4
+
8
0
.
1
8
CBMH - 4A
CB - 3A
FES - 2 FES - 3
FES - 1
FES - 4
15
"
R
C
P
15"
R
C
P
18" RCP
15261
15230 15240
970
975
980
985
990
995
1000
1005
1010
1015
970
975
980
985
990
995
1000
1005
1010
1015
501+00 502+00 503+00 503+25
99
0
.
9
99
4
.
7
99
9
.
4
10
0
0
.
7
99
5
.
5
9
99
9
.
4
2
10
0
0
.
8
4
970
975
980
985
990
995
1000
1005
1010
1015
970
975
980
985
990
995
1000
1005
1010
1015
501+00 502+00 502+25
10
0
1
.
1
99
7
.
1
99
9
.
8
99
9
.
8
99
5
.
8
1
99
9
.
3
8
99
9
.
4
9
I=995.64 15" W
502+00.00, 0.00'
FES - 4
35' - 15" RCP @ 0.50%35'
15" RCP CL V
@ 0.50%
I=995.82 15" E
STA 502+35.0
R=1000.32
CBMH - 4A
DIA=4.0'???' X ???'
BLD=4.5'I=995.36 15" SW
501+00.00, 0.00'
FES - 3
28' - 15" RCP @ 0.45%28'
15" RCP CL V
@ 0.45%
I=995.49 15" NE
STA 501+28.0
R=998.99
CB - 3A
DIA=???'2' X 3'
BLD=3.5'
970
975
980
985
990
995
1000
1005
1010
1015
970
975
980
985
990
995
1000
1005
1010
1015
500+00 501+00 501+75
99
3
.
3
99
3
.
9
99
4
.
6
99
6
.
9
99
8
.
9
99
6
.
2
99
5
.
7
1
99
8
.
5
0
99
8
.
7
5
99
5
.
2
3
I=995.15 18" NW
500+96.00, 0.00'
FES - 2
92' - 18" RCP CL V @ 0.35%
TIE ALL PIPE
92' 18" RCP@ 0.35%
I=994.83 18" SE
500+04.00, 0.00'
FES - 1
FINISHED GROUND PROFILE
OVER STORM SEWER PIPE
EXISTING GROUND PROFILE
OVER STORM SEWER PIPE
FINISHED GROUND ELEVATION
OVER STORM SEWER PIPE
EXISTING GROUND ELEVATION
OVER STORM SEWER PIPE
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
5
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
5
:
0
9
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
R
C5.01STORM SEWER PLAN & PROFILE
COUNTY ROAD 52
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
COUNTY ROAD 52
NOTES:
1.ALL ADJUSTMENTS FOR NEW STORM STRUCTURES SHALL BE INCLUDED IN THE PRICE BID FOR THAT
RESPECTIVE ITEM.
2.STORM SEWER PIPE LENGTHS AND GRADES ARE CALCULATED AND PAID USING THE DISTANCE FROM CENTER
OF STRUCTURE TO CENTER OF STRUCTURE.
3.STORM SEWER APRONS WILL BE PAID SEPARATELY FROM STORM SEWER PIPE, AND NOT INCLUDED IN THE
TOTAL LENGTH OF PIPE PAID.
4.THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT ALL STORM SEWER STRUCTURES FROM DEBRIS
AND SEDIMENT ENTERING THE STORM SEWER SYSTEM (INCIDENTAL).
5.ALL NEW STORM SEWER SHALL BE CONSTRUCTED STARTING AT THE LOWER END AND PROGRESSING
UPSTREAM.
6.ALL CULVERT PIPE SHALL BE TIED USING WASHINGTON COUNTY TIES PER DETAIL WC-300 ON SHEET C1.07
7.THE EXISTING UTILITIES IN THE PLAN ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY. IT IS NOT
GUARANTEED THAT ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
VERIFYING THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, PRIOR TO
COMMENCING WORK AND PROTECTING THE EXISTING UTILITIES UNLESS OTHERWISE NOTED ON THE PLAN
OR DIRECTED BY THE ENGINEER OR OWNER OF THE SUBJECT ENTITY.
8.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY OWNERS AS NECESSARY TO
CONSTRUCT STREET AND UTILITIES.
9.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND SURFACE GOVERNING OVER THE EXISTING
GROUND SURFACE.
X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
XXXXXXXXXXXX
C
-
B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B C-B
C-B
C-B
C-B
C-B C-B
C-
B
C-
B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-BC-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
G-
B
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
>>
>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
11+00 12+00 13+00 14+00 15+00 16+00 17+00PT
:
1
1
+
2
5
.
1
5
FES - 6 FES - 10
FES - 8
FES - 7
FES - 9FES - 5
18" RCP
1
8
"
R
C
P
36
"
R
C
P
15526
15261 15521
FES - 11 FES - 12
FES - 14FES - 13
18" CMP
15"
CMP
INV = 997.15 INV = 997.37
INV = 997.00 INV = 997.29
45 LF - 18" RCP @ 0.50%
W/2 APRONS
30 LF - 15" CMP @ 0.95%
W/2 APRONS
970
975
980
985
990
995
1000
1005
1010
1015
970
975
980
985
990
995
1000
1005
1010
1015
970
975
980
985
990
995
1000
1005
1010
1015
970
975
980
985
990
995
1000
1005
1010
1015
505+00 506+00 506+25
99
2
.
4
99
4
.
0
99
4
.
0
99
4
.
8
99
5
.
5
99
6
.
4
8
506+00 507+00 507+75
99
0
.
3
99
2
.
6
99
5
.
3
99
9
.
1
99
9
.
1
99
5
.
6
99
6
.
2
99
7
.
4
99
9
.
6
3
10
0
6
.
1
0
10
0
6
.
2
6
10
0
1
.
9
9
99
3
.
8
4
I=992.51 18" SE
505+00.00, 0.00'
FES - 7
36' - 18" RCP CL V @ 0.32%TIE ALL PIPE36'
18" RCP CL V
@ 0.32%
I=992.63 18" NW
505+36.00, 0.00'
FES - 8
I=992.63 18" N
507+27.98, 0.00'
FES - 10
124' - 18" RCP CL V @ 0.28%
TIE ALL PIPE
124' 18" RCP@ 0.28%
I=992.28 18" S
506+03.98, 0.00'
FES - 9
970
975
980
985
990
995
1000
1005
1010
1015
970
975
980
985
990
995
1000
1005
1010
1015
503+00 504+00 504+75
98
8
.
0
98
8
.
5
99
4
.
5
99
8
.
3
99
7
.
7
99
2
.
3
99
1
.
0
99
7
.
6
8
10
0
4
.
5
8
10
0
4
.
6
0
99
9
.
0
8
I=989.62 36" SW
503+00.00, 0.00'
FES - 5
112' - 36" RCP CL
I
V
@
2
.
4
7
%
TIE ALL PIPE
112' 36" RCP@ 2.47%
I=992.39 36" NE
504+12.00, 0.00'
FES - 6
FINISHED GROUND ELEVATION
OVER STORM SEWER PIPE
EXISTING GROUND ELEVATION
OVER STORM SEWER PIPE
FINISHED GROUND PROFILE
OVER STORM SEWER PIPE EXISTING GROUND PROFILE
OVER STORM SEWER PIPE
GRADE DITCH TO DRAIN
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
5
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
5
:
1
5
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
R
C5.02STORM SEWER PLAN & PROFILE
COUNTY ROAD 52
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
COUNTY ROAD 52
NOTES:
1.ALL ADJUSTMENTS FOR NEW STORM STRUCTURES SHALL BE INCLUDED IN THE PRICE BID FOR THAT
RESPECTIVE ITEM.
2.STORM SEWER PIPE LENGTHS AND GRADES ARE CALCULATED AND PAID USING THE DISTANCE FROM CENTER
OF STRUCTURE TO CENTER OF STRUCTURE.
3.STORM SEWER APRONS WILL BE PAID SEPARATELY FROM STORM SEWER PIPE, AND NOT INCLUDED IN THE
TOTAL LENGTH OF PIPE PAID.
4.THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT ALL STORM SEWER STRUCTURES FROM DEBRIS
AND SEDIMENT ENTERING THE STORM SEWER SYSTEM (INCIDENTAL).
5.ALL NEW STORM SEWER SHALL BE CONSTRUCTED STARTING AT THE LOWER END AND PROGRESSING
UPSTREAM.
6.ALL CULVERT PIPE SHALL BE TIED USING WASHINGTON COUNTY TIES PER DETAIL WC-300 ON SHEET C1.07
7.THE EXISTING UTILITIES IN THE PLAN ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY. IT IS NOT
GUARANTEED THAT ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
VERIFYING THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, PRIOR TO
COMMENCING WORK AND PROTECTING THE EXISTING UTILITIES UNLESS OTHERWISE NOTED ON THE PLAN
OR DIRECTED BY THE ENGINEER OR OWNER OF THE SUBJECT ENTITY.
8.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY OWNERS AS NECESSARY TO
CONSTRUCT STREET AND UTILITIES.
9.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND SURFACE GOVERNING OVER THE EXISTING
GROUND SURFACE.
U
P
P
P
P
P
O
E
X
X
X
X
X
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
>>
>>
>>>>
>>
>>
F & I: ONE-WAY DIRECTIONAL
CONCRETE PEDESTRIAN RAMP
AND CONCRETE PAD FOR KIOSK
EXISTING EASEMENT
PROPERTY LINE
EXISTING EASEMENT
F & I: TWO (2) - 40 LF 24" CS PIPE W/APRONS
UPSTREAM INV. ELEV.=1000.91
DOWNSTREAM INV. ELEV.=1000.77
RANDOM RIPRAP CLASS III - 24 CY
F & I: 50 LF 15" CS PIPE W/APRONS
UPSTREAM INV. ELEV.= 1010.00
DOWNSTREAM INV. ELEV.= 1009.50
RANDOM RIPRAP CLASS III - 8 CY
DELINEATED WETLAND (TYP)
PROPERTY LINEF & I: 44 LF 15" CS PIPE W/APRONS
UPSTREAM INV. ELEV.= 1006.36
DOWNSTREAM INV. ELEV.= 1004.83
RANDOM RIPRAP CLASS III - 8 CY
F & I: 40 LF 15" CS PIPE W/APRONS
UPSTREAM INV. ELEV.=1007.53
DOWNSTREAM INV. ELEV.=1006.77
RANDOM RIPRAP CLASS III - 8 CY
SEE SHEET C6.11 FOR PARKING
LOT DETAILS AND DIMENSIONS
SEE TYPICAL SECTION B ON SHEET
C1.01 FOR MATERIAL THICKNESS
1.5%
1.5%
1.5
%
1.5
%
1.5
%
1.5
%
SEE DETAIL J ON
SHEET C1.07 FOR
FILTER MEDIA DETAIL
SEE SHEET C6.11 FOR
CROSSING CULVERT DETAILS
14808
14803
20990
14826
14842
14862
14872
2+
0
0
3+
0
0
4+
0
0
5+0
0
6+00
7+00
8+
0
0
9+
0
0
10+
0
0
11+00
12+00
13+00
14+00
15+00
16+0
0
17+00
18+
0
0
CONSTRUCT 10' WIDE BITUMINOUS TRAIL
AND 6' WIDE GRAVEL HORSE TRAIL
PER TYPICAL SECTION A ON SHEET C1.01
960
970
980
990
1000
1010
1020
1030
1040
1050
960
970
980
990
1000
1010
1020
1030
1040
1050
1.14%
2.71%
-4.75%4.94%
-1.85%-0.57%VP
I
:
3
+
0
5
.
9
7
EL
:
1
0
1
3
.
2
3
VPI: 5+22.40
EL: 1016.08
A = -7.46%
K = 8.04
L=60'
VPI: 11+00.36
EL: 1017.02
A = -6.78%
K = 17.69
L=120'
VPI: 3+97.93
EL: 1012.71
A = 3.28%
K = 18.32
L=60'
VPI: 8+07.25
EL: 1002.55
A = 9.69%
K = 13.42
L=130'
VPI: 15+75.36
EL: 1008.25
A = 2.99%
K = 33.45
L=100'
HP
:
5
+
1
4
.
1
9
EL
:
1
0
1
5
.
5
7
HP
:
1
1
+
2
7
.
6
7
EL
:
1
0
1
6
.
2
2
LP
:
1
5
+
8
7
.
1
7
EL
:
1
0
0
8
.
6
0
LP
:
8
+
0
6
.
0
0
EL
:
1
0
0
4
.
1
3
LP
:
3
+
7
8
.
3
0
EL
:
1
0
1
2
.
8
5
VP
C
:
4
+
9
2
.
4
0
EL
:
1
0
1
5
.
2
7
VP
C
:
1
0
+
4
0
.
3
6
EL
:
1
0
1
4
.
0
6
VP
T
:
4
+
2
7
.
9
3
EL
:
1
0
1
3
.
5
2
VP
T
:
8
+
7
2
.
2
5
EL
:
1
0
0
5
.
7
6
VP
T
:
1
6
+
2
5
.
3
6
EL
:
1
0
0
8
.
8
2
VP
T
:
5
+
5
2
.
4
0
EL
:
1
0
1
4
.
6
6
VP
T
:
1
1
+
6
0
.
3
6
EL
:
1
0
1
5
.
9
2
VP
C
:
3
+
6
7
.
9
3
EL
:
1
0
1
2
.
8
8
VP
C
:
7
+
4
2
.
2
5
EL
:
1
0
0
5
.
6
4
VP
C
:
1
5
+
2
5
.
3
6
EL
:
1
0
0
9
.
1
7
FINISHED GROUND
PROFILE OVER BIT TRAIL ℄
EXISTING GROUND
PROFILE OVER BIT TRAIL ℄
EXISTING GROUND
ELEVATION OVER BIT TRAIL ℄
FINISHED GROUND
ELEVATION OVER BIT TRAIL ℄
24" STM
INV = 1000.82
24" STM
INV = 1000.82
15" STM
INV = 1009.71
15" STM
INV = 1005.85
15" STM
INV = 1007.27
2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
10
1
2
.
2
10
1
3
.
2
10
1
2
.
2
10
1
2
.
9
10
1
4
.
1
10
1
5
.
5
10
1
4
.
6
10
1
1
.
1
10
0
8
.
8
10
0
7
.
1
10
0
4
.
3
10
0
1
.
7
10
0
2
.
6
10
0
4
.
9
10
0
6
.
8
10
1
1
.
0
10
1
5
.
3
10
1
6
.
1
10
1
6
.
0
10
1
2
.
0
10
1
2
.
5
10
1
3
.
3
10
1
1
.
9
10
1
1
.
1
10
0
8
.
3
10
0
7
.
3
10
0
7
.
4
10
0
6
.
6
10
0
9
.
2
10
0
8
.
3
10
0
8
.
3
10
1
2
.
9
8
10
1
2
.
9
8
10
1
4
.
1
2
10
1
5
.
4
4
10
1
4
.
7
7
10
1
2
.
4
0
10
1
0
.
0
2
10
0
7
.
6
5
10
0
5
.
3
0
10
0
4
.
1
4
10
0
4
.
8
5
10
0
7
.
1
3
10
0
9
.
6
0
10
1
2
.
0
7
10
1
4
.
5
1
10
1
6
.
0
0
10
1
6
.
0
8
10
1
5
.
1
8
10
1
4
.
2
6
10
1
3
.
3
3
10
1
2
.
4
1
10
1
1
.
4
9
10
1
0
.
5
6
10
0
9
.
6
4
10
0
8
.
8
1
10
0
8
.
6
2
10
0
9
.
1
0
10
0
9
.
6
7
10
1
0
.
2
4
C6.01STREET PLAN & PROFILE
TRAIL
FEETSCALE
0 50 100
HORZ.
FEETSCALE
0 5 10
VERT.
R
SE
E
S
H
E
E
T
C6
.
0
1
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
6
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
5
:
5
2
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
NOTES:
1.ANY VARIATIONS FROM THE TYPICAL SECTION DIMENSIONS ARE SHOWN ON THE PLAN DRAWINGS.
2.ALL ADJUSTMENTS FOR NEW STORM STRUCTURES SHALL BE INCLUDED IN THE PRICE BID FOR THAT RESPECTIVE
ITEM.
3.STORM SEWER PIPE LENGTHS AND GRADES ARE CALCULATED AND PAID USING THE DISTANCE FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE.
4.STORM SEWER APRONS WILL BE PAID SEPARATELY FROM STORM SEWER PIPE, AND NOT INCLUDED IN THE
TOTAL LENGTH OF PIPE PAID.
5.THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT ALL STORM SEWER STRUCTURES FROM DEBRIS AND
SEDIMENT ENTERING THE STORM SEWER SYSTEM (INCIDENTAL).
6.ALL NEW STORM SEWER SHALL BE CONSTRUCTED STARTING AT THE LOWER END AND PROGRESSING UPSTREAM.
7.ALL CULVERT PIPE SHALL BE TIED USING WASHINGTON COUNTY TIES PER DETAIL WC-300 ON SHEET C1.07
8.THE EXISTING UTILITIES IN THE PLAN ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY. IT IS NOT
GUARANTEED THAT ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
VERIFYING THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, PRIOR TO
COMMENCING WORK AND PROTECTING THE EXISTING UTILITIES UNLESS OTHERWISE NOTED ON THE PLAN OR
DIRECTED BY THE ENGINEER OR OWNER OF THE SUBJECT ENTITY.
9.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY OWNERS AS NECESSARY TO
CONSTRUCT STREET AND UTILITIES.
10.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND SURFACE GOVERNING OVER THE EXISTING
GROUND SURFACE.
PP
X
X
X
X
X
X X X X X X X X X
GRADE DITCH - 150 LF PER TYPICAL
SECTION C ON SHEET C1.01
SEE CROSS SECTIONS
FOR ADDITIONAL DETAILS
PROPERTY LINE
PROPERTY LINE
EXISTING EASEMENT
EXISTING EASEMENT
TRANSITION HORSE TRAIL TO BE
ADJACENT TO BITUMINOUS TRAIL
STA 17+79 - 18+97 (30' TRANSITIONS)
F & I: 40 LF 15" CS PIPE W/APRONS
UPSTREAM INV. ELEV.= 1009.48
DOWNSTREAM INV. ELEV.= 1008.38
RANDOM RIPRAP CLASS III - 8 CY
F & I: 42 LF 15" CS PIPE W/APRONS
UPSTREAM INV. ELEV.= 997.24
DOWNSTREAM INV. ELEV.= 995.98
RANDOM RIPRAP CLASS III - 8 CY
F & I: 40 LF 18" CS PIPE W/APRONS
UPSTREAM INV. ELEV.= 983.57
DOWNSTREAM INV. ELEV.= 982.97
RANDOM RIPRAP CLASS III - 10 CY
PROPERTY LINE
EXISTING EASEMENT
DELINEATED WETLAND (TYP)
16+00
17
+
0
0
1
8
+
0
0
19+
0
0 20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
2
9
+
0
0
30
+
0
0
31
+
0
0
1
.
5
%
1
.
5
%
GRADE DITCH -190 LF PER TYPICAL
SECTION C ON SHEET C1.01
SEE CROSS SECTIONS
FOR ADDITIONAL DETAILS
F & I: WIRE FENCE
PER DETAIL I ON SHEET C1.07
(F & I: FENCE BETWEEN TREE LINES
ON THE EXISTING EASEMENT LINE)
F & I: WIRE FENCE
PER DETAIL I ON SHEET C1.07
(F & I: FENCE ON
EXISTING EASEMENT LINE)
14872
20877
15010
15199
15230
CONSTRUCT 10' WIDE BITUMINOUS TRAIL
AND 6' WIDE GRAVEL HORSE TRAIL
PER TYPICAL SECTION A ON SHEET C1.01
GRADE DITCH - 150 LF PER TYPICAL
SECTION C ON SHEET C1.01
SEE CROSS SECTIONS
FOR ADDITIONAL DETAILS
960
970
980
990
1000
1010
1020
1030
1040
1050
960
970
980
990
1000
1010
1020
1030
1040
1050
-4.65%
1.14%
-3.57%
3.25%
VPI: 20+60.36
EL: 1013.78
A = -5.80%
K = 25.88
L=150'
VPI: 23+70.36
EL: 999.35
A = 1.09%
K = 55.27
L=60'
VPI: 27+90.36
EL: 984.36
A = 6.82%
K = 29.33
L=200'
HP
:
2
0
+
1
4
.
9
0
EL
:
1
0
1
3
.
0
9
LP
:
2
7
+
9
5
.
0
3
EL
:
9
8
6
.
0
7
VP
C
:
1
9
+
8
5
.
3
6
EL
:
1
0
1
2
.
9
3
VP
T
:
1
6
+
2
5
.
3
6
EL
:
1
0
0
8
.
8
2
VP
T
:
2
4
+
0
0
.
3
6
EL
:
9
9
8
.
2
8
VP
T
:
2
8
+
9
0
.
3
6
EL
:
9
8
7
.
6
1
VP
T
:
2
1
+
3
5
.
3
6
EL
:
1
0
1
0
.
2
9
VP
C
:
2
3
+
4
0
.
3
6
EL
:
1
0
0
0
.
7
5
VP
C
:
2
6
+
9
0
.
3
6
EL
:
9
8
7
.
9
3
VP
C
:
3
0
+
5
0
.
3
6
EL
:
9
9
2
.
8
1
EXISTING GROUND
ELEVATION OVER BIT TRAIL ℄
FINISHED GROUND
ELEVATION OVER BIT TRAIL ℄
FINISHED GROUND
PROFILE OVER BIT TRAIL ℄
EXISTING GROUND
PROFILE OVER BIT TRAIL ℄
15" STM
INV = 1007.27
15" STM
INV = 1009.11
15" STM
INV = 996.48
18" STM
INV = 983.20
16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00
10
0
6
.
6
10
0
9
.
2
10
0
8
.
3
10
0
8
.
3
10
0
9
.
5
10
1
0
.
4
10
1
0
.
0
10
1
2
.
4
10
1
3
.
3
10
1
4
.
3
10
1
3
.
9
10
1
2
.
2
10
0
7
.
1
10
0
2
.
0
99
9
.
1
99
6
.
4
99
6
.
2
99
6
.
0
99
5
.
0
99
2
.
8
99
0
.
1
98
8
.
1
98
6
.
4
98
4
.
9
98
3
.
8
98
3
.
6
98
4
.
2
98
8
.
1
99
0
.
6
99
2
.
3
99
3
.
5
10
0
6
.
6
1
10
0
9
.
1
6
10
0
8
.
2
9
10
0
8
.
3
4
10
0
9
.
5
2
10
1
0
.
3
7
10
0
9
.
9
8
10
1
2
.
3
8
10
1
3
.
2
6
10
1
4
.
3
0
10
1
3
.
9
4
10
1
2
.
1
5
10
0
7
.
0
8
10
0
2
.
0
4
99
9
.
0
7
99
6
.
3
9
99
6
.
2
0
99
5
.
9
8
99
5
.
0
2
99
2
.
8
2
99
0
.
0
8
98
8
.
1
5
98
6
.
4
4
98
4
.
8
6
98
3
.
7
9
98
3
.
5
7
98
4
.
1
5
98
8
.
1
4
99
0
.
5
7
99
2
.
2
7
99
3
.
5
3
C6.02STREET PLAN & PROFILE
TRAIL
FEETSCALE
0 50 100
HORZ.
FEETSCALE
0 5 10
VERT.
R
SE
E
S
H
E
E
T
C6
.
0
1
SEE SHEET C6.03
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
6
0
2
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
6
:
2
7
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
NOTES:
1.ANY VARIATIONS FROM THE TYPICAL SECTION DIMENSIONS ARE SHOWN ON THE PLAN DRAWINGS.
2.ALL ADJUSTMENTS FOR NEW STORM STRUCTURES SHALL BE INCLUDED IN THE PRICE BID FOR THAT RESPECTIVE ITEM.
3.STORM SEWER PIPE LENGTHS AND GRADES ARE CALCULATED AND PAID USING THE DISTANCE FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE.
4.STORM SEWER APRONS WILL BE PAID SEPARATELY FROM STORM SEWER PIPE, AND NOT INCLUDED IN THE TOTAL LENGTH OF
PIPE PAID.
5.THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT ALL STORM SEWER STRUCTURES FROM DEBRIS AND SEDIMENT ENTERING
THE STORM SEWER SYSTEM (INCIDENTAL).
6.ALL NEW STORM SEWER SHALL BE CONSTRUCTED STARTING AT THE LOWER END AND PROGRESSING UPSTREAM.
7.ALL CULVERT PIPE SHALL BE TIED USING WASHINGTON COUNTY TIES PER DETAIL WC-300 ON SHEET C1.07
8.THE EXISTING UTILITIES IN THE PLAN ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY. IT IS NOT GUARANTEED THAT ALL
EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING THE LOCATION AND ELEVATION OF ALL
EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, PRIOR TO COMMENCING WORK AND PROTECTING THE EXISTING UTILITIES UNLESS
OTHERWISE NOTED ON THE PLAN OR DIRECTED BY THE ENGINEER OR OWNER OF THE SUBJECT ENTITY.
9.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY OWNERS AS NECESSARY TO CONSTRUCT STREET AND
UTILITIES.
10.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND SURFACE GOVERNING OVER THE EXISTING GROUND SURFACE.
X
X
X
X
C-B
C-B
C-B
C-B
C-B
C-B
G-B
G-B
C-B
C-B
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-DE-DE-DE-D
G-
D
G-
D
G-
D
G
-
D
G
-
D
G
-
D
OE
OE
X
X
X
X
X
X
X
X
X
DELINEATED WETLAND (TYP)
PROPERTY LINE
EXISTING EASEMENT
GRADE DITCH - 105 LF PER TYPICAL
SECTION C ON SHEET C1.01
SEE CROSS SECTIONS FOR
ADDITIONAL DETAILS
F & I: 44 LF 15" CS PIPE W/APRONS
UPSTREAM INV. ELEV.= 996.52
DOWNSTREAM INV. ELEV.= 996.37
RANDOM RIPRAP CLASS III - 8 CY
F & I: 44 LF 15" CS PIPE W/APRONS
UPSTREAM INV. ELEV.= 996.58
DOWNSTREAM INV. ELEV.= 996.43
RANDOM RIPRAP CLASS III - 8 CY
F & I: 38 LF 15" CS PIPE W/APRONS
UPSTREAM INV. ELEV.= 998.67
DOWNSTREAM INV. ELEV.= 998.42
RANDOM RIPRAP CLASS III - 8 CY
GRADE DITCH - 110 LF PER TYPICAL
SECTION C ON SHEET C1.01
SEE CROSS SECTIONS FOR
ADDITIONAL DETAILS
31+00
32+00
33+00
34+
0
0
35+0
0
36+00
37+00
38+00
39+00
40+00
41+00
42+00
43+00
44+00
45
+
0
0
4
6
+
0
0
47+00
1.5
%
1.5
%
F & I: WIRE FENCE
PER DETAIL I ON SHEET C1.07
(F & I: FENCE ON
EXISTING EASEMENT LINE)15230
15210
CONSTRUCT 10' WIDE BITUMINOUS TRAIL
AND 6' WIDE GRAVEL HORSE TRAIL
PER TYPICAL SECTION A ON SHEET C1.01
GRADE DITCH - 60 LF PER TYPICAL
SECTION C ON SHEET C1.01
SEE CROSS SECTIONS FOR
ADDITIONAL DETAILS
PROTECT TREES
GRADE DITCH - 60 LF PER TYPICAL
SECTION C ON SHEET C1.01
SEE CROSS SECTIONS FOR
ADDITIONAL DETAILS
F & I: WIRE FENCE
PER DETAIL I ON SHEET C1.07
(F & I: FENCE ON
EXISTING PROPERTY LINE)
960
970
980
990
1000
1010
1020
1030
1040
1050
960
970
980
990
1000
1010
1020
1030
1040
1050
-3.89%-1.16%
-4.93%
1.44%
4.25%
1.00%
2.34%
4.47%
VPI: 33+37.70
EL: 1005.05
A = -8.36%
K = 14.36
L=120'
VPI: 38+64.85
EL: 1003.19
A = -2.60%
K = 23.06
L=60'
VPI: 41+30.36
EL: 1005.75
A = -3.25%
K = 18.46
L=60'
VPI: 44+62.13
EL: 1011.47
A = -7.28%
K = 27.48
L=200'
VPI: 31+00.36
EL: 994.44
A = 1.22%
K = 82.07
L=100'
VPI: 35+15.36
EL: 998.14
A = 5.33%
K = 28.13
L=150'
VPI: 40+26.12
EL: 1001.32
A = 5.41%
K = 18.49
L=100'
VPI: 42+83.16
EL: 1007.28
A = 1.34%
K = 74.48
L=100'
HP
:
3
3
+
4
1
.
8
7
EL
:
1
0
0
3
.
8
0
HP
:
3
8
+
6
8
.
1
5
EL
:
1
0
0
2
.
9
9
HP
:
4
4
+
2
6
.
5
1
EL
:
1
0
0
9
.
8
8
LP
:
3
5
+
4
9
.
7
2
EL
:
9
9
8
.
9
3
LP
:
3
9
+
9
7
.
5
3
EL
:
1
0
0
1
.
7
7
VP
C
:
3
2
+
7
7
.
7
0
EL
:
1
0
0
2
.
3
6
VP
C
:
3
8
+
3
4
.
8
5
EL
:
1
0
0
2
.
7
5
VP
C
:
4
1
+
0
0
.
3
6
EL
:
1
0
0
4
.
4
7
VP
C
:
4
3
+
6
2
.
1
3
EL
:
1
0
0
9
.
1
3
VP
T
:
3
1
+
5
0
.
3
6
EL
:
9
9
6
.
6
7
VP
T
:
3
5
+
9
0
.
3
6
EL
:
9
9
9
.
2
2
VP
T
:
4
0
+
7
6
.
1
2
EL
:
1
0
0
3
.
4
4
VP
T
:
4
3
+
3
3
.
1
6
EL
:
1
0
0
8
.
4
5
VP
T
:
3
3
+
9
7
.
7
0
EL
:
1
0
0
2
.
7
1
VP
T
:
3
8
+
9
4
.
8
5
EL
:
1
0
0
2
.
8
4
VP
T
:
4
1
+
6
0
.
3
6
EL
:
1
0
0
6
.
0
5
VP
T
:
4
5
+
6
2
.
1
3
EL
:
1
0
0
6
.
5
3
VP
C
:
3
4
+
4
0
.
3
6
EL
:
1
0
0
1
.
0
5
VP
C
:
3
9
+
7
6
.
1
2
EL
:
1
0
0
1
.
9
0
VP
C
:
4
2
+
3
3
.
1
6
EL
:
1
0
0
6
.
7
8
EXISTING GROUND
ELEVATION OVER BIT TRAIL ℄
FINISHED GROUND
ELEVATION OVER BIT TRAIL ℄
FINISHED GROUND
PROFILE OVER BIT TRAIL ℄
EXISTING GROUND
PROFILE OVER BIT TRAIL ℄
15" STM
INV = 996.48
15" STM
INV = 996.42
15" STM
INV = 998.51
31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00
99
3
.
5
99
5
.
5
99
7
.
5
10
0
0
.
0
10
0
3
.
8
10
0
5
.
3
10
0
1
.
5
99
9
.
0
99
6
.
9
99
8
.
0
99
7
.
7
10
0
0
.
4
99
9
.
5
99
8
.
7
10
0
1
.
1
10
0
2
.
6
10
0
2
.
4
10
0
1
.
8
10
0
1
.
6
10
0
2
.
0
10
0
3
.
8
10
0
6
.
0
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0
5
.
2
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0
6
.
0
10
0
7
.
4
10
0
8
.
5
10
0
9
.
1
10
0
9
.
3
10
0
8
.
8
10
0
7
.
9
10
0
5
.
6
99
3
.
5
3
99
5
.
5
5
99
7
.
4
9
10
0
0
.
0
3
10
0
3
.
7
6
10
0
5
.
3
3
10
0
1
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5
1
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8
.
9
6
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6
.
9
0
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8
.
0
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6
5
10
0
0
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3
7
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9
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4
9
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8
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3
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0
1
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1
4
10
0
2
.
6
1
10
0
2
.
4
1
10
0
1
.
8
1
10
0
1
.
6
3
10
0
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.
9
7
10
0
3
.
8
4
10
0
5
.
9
8
10
0
5
.
2
4
10
0
6
.
0
1
10
0
7
.
4
0
10
0
8
.
4
9
10
0
9
.
0
8
10
0
9
.
2
8
10
0
8
.
7
8
10
0
7
.
9
3
10
0
5
.
5
7
C6.03STREET PLAN & PROFILE
TRAIL
FEETSCALE
0 50 100
HORZ.
FEETSCALE
0 5 10
VERT.
R
SE
E
S
H
E
E
T
C6
.
0
4
SE
E
S
H
E
E
T
C6
.
0
2
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
6
0
3
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
7
:
0
2
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
NOTES:
1.ANY VARIATIONS FROM THE TYPICAL SECTION DIMENSIONS ARE SHOWN ON THE PLAN DRAWINGS.
2.ALL ADJUSTMENTS FOR NEW STORM STRUCTURES SHALL BE INCLUDED IN THE PRICE BID FOR THAT
RESPECTIVE ITEM.
3.STORM SEWER PIPE LENGTHS AND GRADES ARE CALCULATED AND PAID USING THE DISTANCE FROM CENTER
OF STRUCTURE TO CENTER OF STRUCTURE.
4.STORM SEWER APRONS WILL BE PAID SEPARATELY FROM STORM SEWER PIPE, AND NOT INCLUDED IN THE
TOTAL LENGTH OF PIPE PAID.
5.THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT ALL STORM SEWER STRUCTURES FROM DEBRIS
AND SEDIMENT ENTERING THE STORM SEWER SYSTEM (INCIDENTAL).
6.ALL NEW STORM SEWER SHALL BE CONSTRUCTED STARTING AT THE LOWER END AND PROGRESSING
UPSTREAM.
7.ALL CULVERT PIPE SHALL BE TIED USING WASHINGTON COUNTY TIES PER DETAIL WC-300 ON SHEET C1.07
8.THE EXISTING UTILITIES IN THE PLAN ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY. IT IS NOT
GUARANTEED THAT ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
VERIFYING THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, PRIOR TO
COMMENCING WORK AND PROTECTING THE EXISTING UTILITIES UNLESS OTHERWISE NOTED ON THE PLAN
OR DIRECTED BY THE ENGINEER OR OWNER OF THE SUBJECT ENTITY.
9.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY OWNERS AS NECESSARY TO
CONSTRUCT STREET AND UTILITIES.
10.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND SURFACE GOVERNING OVER THE EXISTING
GROUND SURFACE.
X X X X
X
X
X
X
X
X
X
X
X X X X X
XXXXXXXXXX
C C
C
H C
CLV
T
C
F
C
C-B C-B C-B C-B C-B C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B C-B
C-B C-B C-B C-B
C-B
C-B
C-B
C-
B
C-B
C-B
C-B
C-B
C-B C-B
C-B
C-B
C-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
G
-
B G-B G-B
G-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B C-B
C-
B
C-B C-B C-B C-B C-B
C-B
C-B
C-B
C-B
C-B
C-
B
C-
B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-
B
C-
B
C
-
B
C
-
B
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
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
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
X
XXXXXXX
XXXXXXXXXXXXX
XX
XX
O
E
O
E
O
E
O
E
O
E
>
>
>
>
>>
DELINEATED WETLAND (TYP)
PROPERTY LINE
F & I: 40 LF 15" CS PIPE W/APRONS
UPSTREAM INV. ELEV.= 995.59
DOWNSTREAM INV. ELEV.= 995.39
RANDOM RIPRAP CLASS III - 8 CY
TRANSITION HORSE TRAIL TO BE
ADJACENT TO BITUMINOUS TRAIL
STA 46+15 TO 47+78
COUNTY ROAD 52
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
8+00
9+00
10+00
11+00
12+00
13+00
4
5
+
0
0
46
+
0
0
4
7
+
0
0
48+0
0
48+86.52
1.5%
1.5%
15210
15261
15240
EASEMENT LINE
CONSTRUCT 10' WIDE BITUMINOUS TRAIL
AND 6' WIDE GRAVEL HORSE TRAIL
PER TYPICAL SECTION A ON SHEET C1.01
F & I: WIRE FENCE
PER DETAIL I ON SHEET C1.07
(INSTALL FENCE ON
EXISTING PROPERTY LINE)
960
970
980
990
1000
1010
1020
1030
1040
1050
960
970
980
990
1000
1010
1020
1030
1040
1050
0.69%
-4.93%
1.00%
2.34%
VP
I
:
4
8
+
8
6
.
4
4
EL
:
9
9
9
.
3
6
VPI: 41+30.36
EL: 1005.75
A = -3.25%
K = 18.46
L=60'
VPI: 44+62.13
EL: 1011.47
A = -7.28%
K = 27.48
L=200'
VPI: 42+83.16
EL: 1007.28
A = 1.34%
K = 74.48
L=100'VPI: 47+29.61
EL: 998.27
A = 5.63%
K = 17.77
L=100'
HP
:
4
4
+
2
6
.
5
1
EL
:
1
0
0
9
.
8
8
LP
:
4
7
+
6
7
.
2
9
EL
:
9
9
8
.
5
7
VP
C
:
4
1
+
0
0
.
3
6
EL
:
1
0
0
4
.
4
7
VP
C
:
4
3
+
6
2
.
1
3
EL
:
1
0
0
9
.
1
3
VP
T
:
4
3
+
3
3
.
1
6
EL
:
1
0
0
8
.
4
5
VP
T
:
4
7
+
7
9
.
6
1
EL
:
9
9
8
.
6
2
VP
T
:
4
1
+
6
0
.
3
6
EL
:
1
0
0
6
.
0
5
VP
T
:
4
5
+
6
2
.
1
3
EL
:
1
0
0
6
.
5
3
VP
C
:
4
2
+
3
3
.
1
6
EL
:
1
0
0
6
.
7
8
VP
C
:
4
6
+
7
9
.
6
1
EL
:
1
0
0
0
.
7
4
EXISTING GROUND
ELEVATION OVER BIT TRAIL ℄
FINISHED GROUND
ELEVATION OVER BIT TRAIL ℄
FINISHED GROUND
PROFILE OVER BIT TRAIL ℄
EXISTING GROUND
PROFILE OVER BIT TRAIL ℄
15" STM
INV = 995.51
18" STM
INV = 994.94
15" STM
INV = 995.44
41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00
10
0
3
.
8
10
0
6
.
0
10
0
5
.
2
10
0
6
.
0
10
0
7
.
4
10
0
8
.
5
10
0
9
.
1
10
0
9
.
3
10
0
8
.
8
10
0
7
.
9
10
0
5
.
6
99
8
.
4
99
4
.
9
99
4
.
8
99
8
.
4
99
9
.
2
10
0
3
.
8
4
10
0
5
.
9
8
10
0
5
.
2
4
10
0
6
.
0
1
10
0
7
.
4
0
10
0
8
.
4
9
10
0
9
.
0
8
10
0
9
.
2
8
10
0
8
.
7
8
10
0
7
.
9
3
10
0
5
.
5
7
99
8
.
3
6
99
4
.
8
7
99
4
.
8
3
99
8
.
4
4
99
9
.
1
6
C6.04STREET PLAN & PROFILE
TRAIL
FEETSCALE
0 50 100
HORZ.
FEETSCALE
0 5 10
VERT.
R
SEE SHEET C6.03
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
6
0
4
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
7
:
3
6
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
NOTES:
1.ANY VARIATIONS FROM THE TYPICAL SECTION DIMENSIONS ARE SHOWN ON THE PLAN DRAWINGS.
2.ALL ADJUSTMENTS FOR NEW STORM STRUCTURES SHALL BE INCLUDED IN THE PRICE BID FOR THAT
RESPECTIVE ITEM.
3.STORM SEWER PIPE LENGTHS AND GRADES ARE CALCULATED AND PAID USING THE DISTANCE FROM CENTER
OF STRUCTURE TO CENTER OF STRUCTURE.
4.STORM SEWER APRONS WILL BE PAID SEPARATELY FROM STORM SEWER PIPE, AND NOT INCLUDED IN THE
TOTAL LENGTH OF PIPE PAID.
5.THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT ALL STORM SEWER STRUCTURES FROM DEBRIS
AND SEDIMENT ENTERING THE STORM SEWER SYSTEM (INCIDENTAL).
6.ALL NEW STORM SEWER SHALL BE CONSTRUCTED STARTING AT THE LOWER END AND PROGRESSING
UPSTREAM.
7.ALL CULVERT PIPE SHALL BE TIED USING WASHINGTON COUNTY TIES PER DETAIL WC-300 ON SHEET C1.07
8.THE EXISTING UTILITIES IN THE PLAN ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY. IT IS NOT
GUARANTEED THAT ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
VERIFYING THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, PRIOR TO
COMMENCING WORK AND PROTECTING THE EXISTING UTILITIES UNLESS OTHERWISE NOTED ON THE PLAN
OR DIRECTED BY THE ENGINEER OR OWNER OF THE SUBJECT ENTITY.
9.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY OWNERS AS NECESSARY TO
CONSTRUCT STREET AND UTILITIES.
10.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND SURFACE GOVERNING OVER THE EXISTING
GROUND SURFACE.
CLV
T
C
F
C
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
G-
B
G-
B
G-B G-B G-B
G-B
G-B
G-B
G-B
G-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-
B
C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B
C-B C-B C-B C-B C-B
C-
B
C-
B
C-
B
C-
B
C
-
B
C
-
B
C
-
B
C
-
B
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
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
OE
OE
OE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
O
E
O
E
O
E
O
E
O
E
O
E
X X X X X X X X X X
0+00 1+00 2+00 3+00 4+00 5+00
PI
:
-
0
+
0
0
.
0
0
PC
:
4
+
8
0
.
1
8
1.
5
%
1.
5
%
2.
0
%
2.
0
%
CONCRETE DRAINAGE FLUME - 1 EA
CONSTRUCT CONCRETE DRIVEWAY
APRON PER DETAIL WC-2001 ON SHEET C1.08
0.
0
%
SUPER ELEVATE EB LANE PER MNDOT
FACILITY DESIGN GUIDE - RC CONDITION
(132' TOTAL TRANSITION LENGTH)
15210
15145 15261
15230
F & I: CHAIN LINK FENCE
PER DETAIL K ON SHEET C1.07
J-HOOKS PER DETAILS ON SHEETS C1.17 - C1.19
TIE INTO EXISTING DRIVEWAY
WITH 3/4" MINUS LIMESTONE SURFACING
TIE INTO EXISTING DRIVEWAY
WITH 3/4" MINUS LIMESTONE SURFACING
CONSTRUCT 32' WIDE BITUMINOUS STREET
AND 4' WIDE GRAVEL HORSE TRAIL
PER TYPICAL SECTIONS ON SHEETS C1.02 - C1.04
998
998
999
1000
MATCH EXISTING PAVEMENT
STA 0+00.00
980
985
990
995
1000
1005
1010
1015
1020
1025
980
985
990
995
1000
1005
1010
1015
1020
1025
FINISHED GROUND SURFACE AT ℄
EXISTING GROUND SURFACE AT ℄
0+00 1+00 2+00 3+00 4+00 5+00 5+50
99
8
.
5
99
8
.
5
99
8
.
5
99
8
.
5
99
8
.
5
99
8
.
6
99
8
.
6
99
8
.
6
99
8
.
7
99
8
.
7
99
8
.
8
99
8
.
9
99
9
.
0
99
9
.
2
99
9
.
3
99
9
.
3
99
9
.
4
99
9
.
5
99
9
.
6
99
9
.
8
99
9
.
9
10
0
0
.
1
10
0
0
.
3
10
0
0
.
5
10
0
0
.
7
99
8
.
5
3
99
8
.
5
2
99
8
.
5
1
99
8
.
3
9
99
8
.
2
7
99
8
.
1
8
99
8
.
1
2
99
8
.
1
0
99
8
.
1
2
99
8
.
1
8
99
8
.
2
7
99
8
.
3
9
99
8
.
5
1
99
8
.
6
4
99
8
.
7
6
99
8
.
8
9
99
9
.
0
1
99
9
.
1
4
99
9
.
2
6
99
9
.
3
9
99
9
.
5
1
99
9
.
6
4
99
9
.
7
6
99
9
.
9
2
10
0
0
.
1
4
-0.03%-0.50%0.50%VP
I
:
-
0
+
5
0
.
0
0
EL
:
9
9
8
.
5
3
VP
I
:
-
0
+
0
0
.
0
0
EL
:
9
9
8
.
5
1
VPI: 1+25
EL: 997.89
A = 1.00%
K = 171.00
L=171'
VPI: 5+50
EL: 1000.01
A = 0.97%
K = 103.09
L=100'
LP
:
1
+
2
5
.
0
0
EL
:
9
9
8
.
1
0
VP
T
:
2
+
1
0
.
5
0
EL
:
9
9
8
.
3
2
VP
C
:
0
+
3
9
.
5
0
EL
:
9
9
8
.
3
2
VP
C
:
5
+
0
0
EL
:
9
9
9
.
7
6
FINISHED GROUND PROFILE
EXISTING GROUND PROFILE
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
6
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
8
:
1
0
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
R
C6.05STREET PLAN & PROFILE
COUNTY ROAD 52
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
COUNTY ROAD 52
NOTES:
1.ANY VARIATIONS FROM THE TYPICAL SECTIONS DIMENSION ARE
SHOWN ON THE PLAN DRAWINGS.
2.PROVIDE A SAW CUT WHERE PLACING NEW PAVEMENT IS INSTALLED
ADJACENT TO EXISTING PAVEMENT.
3.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE
UTILITY OWNERS AS NECESSARY TO CONSTRUCT STREET AND UTILITIES.
4.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND
SURFACE GOVERNING OVER THE EXISTING GROUND SURFACE.
C C
C
H C
C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B C-B C-B C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C
-
B
C
-
B
C-B C-B C-B C-B C-B
C-B
C-B
C-B
C-B
C-B C-B C-B
C-B
C-B
C-B
C-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
C-B C-B C-B
C-
B C-B
C-B C-B
C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C
-
B C-
B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B C-B C-B
G
-
D
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XX
X
X
XX
X
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
X X X X X X X X X X X X X X X X X X X X X X X
X
X X X X X X X X X X X
XXXXXXXXX
6+00
7+00 8+00 9+00
10+00
11+00
12+00
13+00
P
T
:
1
1
+
2
5
.
1
5
1.
5
%
1.
5
%
1.
5
%
1.
5
%
2.
0
%
2
.
0
%
2
.
0
%
CONSTRUCT CONCRETE DRIVEWAY
APRON PER DETAIL WC-2001 ON SHEET C1.08
SUPER ELEVATE EB LANE PER MNDOT
FACILITY DESIGN GUIDE - RC CONDITION
(132' TOTAL TRANSITION LENGTH)
0
.
0
%
F & I: CHAIN LINK FENCE
PER DETAIL K ON SHEET C1.07
F & I: CHAIN LINK FENCE
PER DETAIL K ON SHEET C1.07
F & I: CHAIN LINK FENCE
PER DETAIL K ON SHEET C1.07
15240
15261
15261
J-HOOK PER DETAIL ON SHEETS C1.17 - C1.19
J-HOOK PER DETAILS ON SHEETS C1.17 - C1.19
TIE INTO EXISTING DRIVEWAY
WITH 3/4" MINUS LIMESTONE SURFACING
CONSTRUCT 32' WIDE BITUMINOUS STREET
AND 4' WIDE GRAVEL HORSE TRAIL
PER TYPICAL SECTIONS ON SHEETS C1.02 - C1.04
GUARDRAIL END TERMINALS PER
MNDOT STANDARD PLAN 5-297.612
ON SHEET C1.24 (TYP)
STA 12+25
1000
1001
1002
10
0
1
1000
1000
100
1 100
2 10
0
3 10
0
4
100
5
980
985
990
995
1000
1005
1010
1015
1020
1025
980
985
990
995
1000
1005
1010
1015
1020
1025
FINISHED GROUND SURFACE AT ℄EXISTING GROUND SURFACE AT ℄
10
0
0
.
1
4
10
0
0
.
4
1
10
0
0
.
7
5
10
0
1
.
1
2
10
0
1
.
4
8
10
0
1
.
7
9
10
0
1
.
9
9
10
0
2
.
0
9
10
0
2
.
0
9
10
0
1
.
9
8
10
0
1
.
7
7
10
0
1
.
5
1
10
0
1
.
2
3
10
0
0
.
9
6
10
0
0
.
6
9
10
0
0
.
4
2
10
0
0
.
1
8
10
0
0
.
0
1
99
9
.
9
2
99
9
.
9
2
99
9
.
9
9
10
0
0
.
1
4
10
0
0
.
3
6
10
0
0
.
6
7
10
0
1
.
0
6
10
0
1
.
5
2
10
0
2
.
0
7
10
0
2
.
6
9
10
0
3
.
4
0
10
0
4
.
1
6
10
0
4
.
8
4
5+50 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
10
0
0
.
7
10
0
0
.
9
10
0
1
.
1
10
0
1
.
3
10
0
1
.
4
10
0
1
.
5
10
0
1
.
5
10
0
1
.
5
10
0
1
.
5
10
0
1
.
5
10
0
1
.
4
10
0
1
.
3
10
0
1
.
2
10
0
1
.
0
10
0
0
.
8
10
0
0
.
6
10
0
0
.
4
10
0
0
.
2
10
0
0
.
0
99
9
.
7
99
9
.
5
99
9
.
3
99
9
.
1
99
9
.
0
99
8
.
8
99
8
.
6
99
8
.
5
99
8
.
4
99
8
.
3
99
8
.
3
99
8
.
3
3.10%
-1.08%1.47%
VPI: 7+25
EL: 1002.59
A = -2.55%
K = 61.00
L=155.62'
VPI: 10+95
EL: 998.59
A = 4.18%
K = 79.00
L=330.32'
VPI: 5+50
EL: 1000.01
A = 0.97%
K = 103.09
L=100'
HP
:
7
+
3
6
.
8
6
EL
:
1
0
0
2
.
1
0
LP
:
1
0
+
1
5
.
2
6
EL
:
9
9
9
.
9
1
VP
C
:
6
+
4
7
.
1
9
EL
:
1
0
0
1
.
4
4
VP
T
:
1
2
+
6
0
.
1
6
EL
:
1
0
0
3
.
7
1
VP
T
:
6
+
0
0
EL
:
1
0
0
0
.
7
5
VP
T
:
8
+
0
2
.
8
1
EL
:
1
0
0
1
.
7
4
VP
C
:
9
+
2
9
.
8
4
EL
:
1
0
0
0
.
3
7
FINISHED GROUND PROFILE
EXISTING GROUND PROFILE
36" STM
INV = 991.17
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
6
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
8
:
2
4
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
R
C6.06STREET PLAN & PROFILE
COUNTY ROAD 52
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
COUNTY ROAD 52
NOTES:
1.ANY VARIATIONS FROM THE TYPICAL SECTIONS DIMENSION ARE
SHOWN ON THE PLAN DRAWINGS.
2.PROVIDE A SAW CUT WHERE PLACING NEW PAVEMENT IS INSTALLED
ADJACENT TO EXISTING PAVEMENT.
3.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE
UTILITY OWNERS AS NECESSARY TO CONSTRUCT STREET AND UTILITIES.
4.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND
SURFACE GOVERNING OVER THE EXISTING GROUND SURFACE.
C-B
C-B
C-B
C-B
C-B C-B
C-
B
C-
B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
G-
B
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
G
-
D
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
X
XXXX
X X X X X X X X X X X
X
X
X
X
X
XXXXXX
19+99.98
13+00 14+00 15+00 16+00 17+00 18+00 19+00
PI
:
1
9
+
4
9
.
9
8
F & I: CHAIN LINK FENCE
PER DETAIL K ON SHEET C1.07
F & I: CHAIN LINK FENCE
PER DETAIL K ON SHEET C1.07
15526
15261 15521
CONSTRUCT 32' WIDE BITUMINOUS STREET
AND 4' WIDE GRAVEL HORSE TRAIL
PER TYPICAL SECTIONS ON SHEETS C1.02 - C1.04
GUARDRAIL END TERMINALS PER
MNDOT STANDARD PLAN 5-297-612
ON SHEET C1.24 (TYP)
STA 16+00
100
4
100
5 1006
10
0
6
1
0
0
5
1
0
0
4
10
0
3
1003
MATCH EXISTING PAVEMENT
STA 19+49.98
980
985
990
995
1000
1005
1010
1015
1020
1025
980
985
990
995
1000
1005
1010
1015
1020
1025
12+75 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+25
99
8
.
3
99
8
.
3
99
8
.
3
99
8
.
4
99
8
.
5
99
8
.
6
99
8
.
7
99
8
.
8
99
8
.
9
99
9
.
1
99
9
.
3
99
9
.
5
99
9
.
7
99
9
.
9
10
0
0
.
2
10
0
0
.
4
10
0
0
.
7
10
0
0
.
9
10
0
1
.
2
10
0
1
.
4
10
0
1
.
7
10
0
2
.
0
10
0
2
.
2
10
0
2
.
5
10
0
2
.
7
10
0
2
.
9
10
0
3
.
2
10
0
3
.
4
10
0
3
.
7
99
8
.
2
9
99
8
.
2
8
99
8
.
3
3
99
8
.
3
8
99
8
.
4
7
99
8
.
5
6
99
8
.
6
6
99
8
.
7
6
99
8
.
9
0
99
9
.
0
7
99
9
.
2
6
99
9
.
4
7
99
9
.
6
9
99
9
.
9
5
10
0
0
.
2
0
10
0
0
.
4
4
10
0
0
.
6
7
10
0
0
.
9
2
10
0
1
.
1
5
10
0
1
.
4
1
10
0
1
.
6
9
10
0
1
.
9
6
10
0
2
.
2
1
10
0
2
.
4
6
10
0
2
.
7
1
10
0
2
.
9
5
10
0
3
.
2
0
10
0
3
.
4
4
10
0
3
.
7
3
-2.45%
1.02%1.18%VP
I
:
1
9
+
4
9
.
9
8
EL
:
1
0
0
3
.
4
4
VP
I
:
1
9
+
9
9
.
9
8
EL
:
1
0
0
4
.
0
3
VPI: 14+35
EL: 1009.13
A = -5.55%
K = 61.00
L=338.57'
VPI: 17+50
EL: 1001.41
A = 3.47%
K = 79.72
L=276.52'
HP
:
1
4
+
5
4
.
8
2
EL
:
1
0
0
6
.
8
1
LP
:
1
8
+
0
7
.
0
8
EL
:
1
0
0
2
.
4
0
VP
T
:
1
8
+
8
8
.
2
6
EL
:
1
0
0
2
.
8
2
VP
T
:
1
6
+
0
4
.
2
8
EL
:
1
0
0
4
.
9
8
VP
C
:
1
6
+
1
1
.
7
4
EL
:
1
0
0
4
.
8
0
FINISHED GROUND SURFACE AT ℄EXISTING GROUND SURFACE AT ℄
FINISHED GROUND PROFILE
EXISTING GROUND PROFILE
12' X 12' STM
INV = 991.63
18" STM
INV = 992.4636" STM
INV = 991.17
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
6
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
8
:
3
4
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
R
C6.07STREET PLAN & PROFILE
COUNTY ROAD 52
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
COUNTY ROAD 52
NOTES:
1.ANY VARIATIONS FROM THE TYPICAL SECTIONS DIMENSION ARE
SHOWN ON THE PLAN DRAWINGS.
2.PROVIDE A SAW CUT WHERE PLACING NEW PAVEMENT IS INSTALLED
ADJACENT TO EXISTING PAVEMENT.
3.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE
UTILITY OWNERS AS NECESSARY TO CONSTRUCT STREET AND UTILITIES.
4.CONTOURS SHOWN ARE COMPOSED OF THE FINISHED GROUND
SURFACE GOVERNING OVER THE EXISTING GROUND SURFACE.
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-BC-BC-BC-BC-BC-BC-B
C-
B
C-
B
C-
B
C-
B
C-
B
C-
B
C-
B
C-
B
C-
B
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
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
960
965
970
975
980
985
990
995
1000
1005
960
965
970
975
980
985
990
995
1000
1005
1+502+003+00
98
9
.
1
98
9
.
3
98
9
.
3
98
8
.
3
98
9
.
2
99
0
.
1
99
0
.
8
99
4
.
2
6
99
4
.
7
5
99
4
.
5
3
99
1
.
9
6
99
1
.
8
9
99
1
.
8
2
1.96%-5.00%
-30.92%
-0.28%
VP
I
:
1
+
8
9
.
8
2
EL
:
9
9
5
.
0
4
VP
I
:
2
+
0
3
.
2
8
EL
:
9
9
4
.
3
7
VP
I
:
2
+
1
0
.
9
5
EL
:
9
9
2
.
0
0
VP
I
:
2
+
9
7
.
7
6
EL
:
9
9
1
.
7
5
36" STM
INV = 989.77
R
C6.08SHEET PILE WALL
PLAN & PROFILE
FEETSCALE
0 5 10
HORZ.
FEETSCALE
0 5 10
VERT.
RETAINING WALL A PROFILE
RIGHT OF WAY
END WALL A
STA. 2+97.76
GENERAL NOTES:
1.RETAINING WALL ALIGNMENT MEASURED ALONG REFERENCE LINE
WHICH IS FRONT FACE OF WALL.
2.ELEVATIONS IN PROFILE ARE APPROXIMATE. ACTUAL DESIGNED WALL
ELEVATIONS MAY BE DIFFERENT.
3.ELEVATIONS BETWEEN DATA POINTS SHALL BE LINEARLY
INTERPOLATED.
4.UTILITIES SHOWN FOR REFERENCE ONLY.
STA. 2+41.83
EL. 978.06
STA. 2+97.76
EL. 980.91
STA. 2+10.95
EL. 975.56
EXISTING GRADE
TOP OF WALL
PILE SECTION 1 PILE SECTION 2 PILE SECTION 4
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
6
0
8
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
8
:
5
5
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
PROPOSED GRADE
AT TOP OF WALL
EXISTING GRADE
AT WALL
SHEET PILE PROPERTIES (1)
PILE
SECTION
MINIMUM
ELASTIC SECTION
MODULUS
(IN'/FT)
MINIMUM
MOMENT ON
INTERTIA (IN'/FT)
1 1.5 60.0
2 2.0 46.0
3 3.5 38.5
4 5.0 38.5
(1) PROPERTIES SHOWN ARE BASED ON
ASSUMED SECTION LOSS DUE TO CORROSION
OF 0.08" (0.04" EACH SIDE) AND A STEEL YIELD
STRESS OF Fy = 50 KSI.
C-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
C-B
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
960
965
970
975
980
985
990
995
1000
1005
960
965
970
975
980
985
990
995
1000
1005
0+001+001+50
99
0
.
0
98
9
.
5
98
9
.
5
98
9
.
2
98
8
.
6
98
9
.
0
98
9
.
1
99
2
.
3
0
99
2
.
7
9
99
3
.
2
8
99
3
.
7
7
99
4
.
2
6
1.96%VP
I
:
0
+
2
5
.
4
4
EL
:
9
9
1
.
8
1
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
6
0
8
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
9
:
0
1
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
R
C6.09SHEET PILE WALL
PLAN & PROFILE
FEETSCALE
0 5 10
HORZ.
FEETSCALE
0 5 10
VERT.
RETAINING WALL A PROFILE
STA. 1+36.70
EL. 975.56
STA. 0+85.00
EL. 926.61
STA. 0+61.95
EL. 978.28
STA. 0+25.44
EL. 981.53
EXISTING GRADE
TOP OF WALL
PILE SECTION 4 PILE SECTION 3 PILE SECTION 2 PILE SECTION 1
GENERAL NOTES:
1.RETAINING WALL ALIGNMENT MEASURED ALONG REFERENCE LINE
WHICH IS FRONT FACE OF WALL.
2.ELEVATIONS IN PROFILE ARE APPROXIMATE. ACTUAL DESIGNED WALL
ELEVATIONS MAY BE DIFFERENT.
3.ELEVATIONS BETWEEN DATA POINTS SHALL BE LINEARLY
INTERPOLATED.
4.UTILITIES SHOWN FOR REFERENCE ONLY.
RIGHT OF WAY
BEGIN WALL A
STA. 0+25.44
PROPOSED GRADE AT
TOP OF WALL
EXISTING GRADE
AT WALL
SHEET PILE PROPERTIES (1)
PILE
SECTION
MINIMUM
ELASTIC SECTION
MODULUS
(IN'/FT)
MINIMUM
MOMENT ON
INTERTIA (IN'/FT)
1 1.5 60.0
2 2.0 46.0
3 3.5 38.5
4 5.0 38.5
(1) PROPERTIES SHOWN ARE BASED ON
ASSUMED SECTION LOSS DUE TO CORROSION
OF 0.08" (0.04" EACH SIDE) AND A STEEL YIELD
STRESS OF Fy = 50 KSI.
U
P
P
P
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>
>>
>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>
14803
1010.66
1010.79
LP = 1010.28
1010.65
1011.15
HP = 1013.65
1012.86
1012.55
BOT. EL. = 1008.00
10'
22'
FES - 15
FES - 16
1011.01
1010.53
14790
14808
10'
EOF = 1009.50
DITCH GRADE TO ESTABLISH FLOW
TO CROSSING CULVERT
SEE DETAIL B ON SHEET C1.09
FOR FILTER MEDIA DETAIL
INSTALL PEDESTRIAN CURB RAMP
PER MNDOT STANDARD PLANS 5-297.250
ON SHEETS C1.11 - C1.16
6" PVC PIPE DRAIN
CLEANOUT - 2 EA
INV = 1006.50
OUTLET
INV = 1006.50
(W/RODENT GUARD INCIDENTAL)
6" PVC DRAINTILE PER DETAIL A ON SHEET C1.07
(NON-PERFORATED OUTSIDE OF BASIN BOTTOM)
INSTALL 4" POLYSTYRENE INSULATION OVER PIPE
THROUGH STREET SECTION - 15 SY
6" PVC DRAINTILE PER DETAIL B ON SHEET C1.07
(PERFORATED INSIDE OF BASIN BOTTOM)
INSTALL 32 LF 18" RC PIPE W/APRONS
UPSTREAM INV. ELEV. = 1007.24
DOWNSTREAM INV. ELEV. = 1006.80
TIE ALL PIPE
RANDOM RIPRAP CLASS III - 10 CY
5'
5'
1
.
0
1
%
101
1 101
2
101
3
101
26'INSTALL CONCRETE PAD
1
0
1
0
1
0
0
9
10
0
8
10
1
3
10
1
2
10
1
1
10
1
0
10
0
9
10
0
8
1008
1009
1010
101
0
100
9
1009
101
0
1
0
1
1
1012
100
8 100
9 101
0
1010.44
FEETSCALE
0 10 20
R
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
G
2
0
2
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
9
:
3
1
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C6.11PARKING LOT DETAIL
TRAIL HEAD
X"
TRUNCATED DOMES
(SEE MnDOT STANDARD PLATE 7038)CONSTRUCT CONCRETE CURB & GUTTER
CURB HEIGHT
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM
(2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE 7.0% OPTIMUM
(5.0% MINIMUM AND 8.3% MAXIMUM) IN THE DIRECTION
SHOWN AND CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE 4.0% OPTIMUM
(2.0% MINIMUM AND 5.0% MAXIMUM) IN THE DIRECTION
SHOWN AND CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
DRAINAGE FLOW ARROW AND SLOPE
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE
CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.
RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF
WALK.
F
ST
1.00%
INTERSECTION DETAILS LEGEND
ANTICIPATED SIDEWALK/TRAIL SLOPE DIRECTION
985.00 SPOT ELEVATION
U
OFFICIAL DETOUR
OF
F
I
C
I
A
L
D
E
T
O
U
R
O
F
F
I
C
I
A
L
D
E
T
O
U
R
OFFICIAL DETOUR
CLO
S
E
D
ROA
D
R11
-
2
(48
X
3
0
)
CLO
S
E
D
RO
A
D
R1
1
-
2
(4
8
X
3
0
)
M4
-
1
0
R
(4
8
X
1
8
)
DE
T
O
U
R
SCANDIA TRAIL N (TH 97)
ST
.
C
R
O
I
X
T
R
A
I
L
N
(
T
H
9
5
)
O
A
K
H
I
L
L
R
D
(
C
R
5
2
)
OLINDA
T
R
A
I
L
N
(
C
S
A
H
3
)
OAKHILL RD (CR 52)
OX
B
O
R
O
A
V
E
N
U
E
N
209TH STREET N
1
9
9
T
H
S
T
R
E
E
T
N
OST
R
U
M
A
V
E
N
U
E
N
AHE
A
DDETO
U
R
W20
-
2
(48
X
4
8
)
AHE
A
D
DETO
U
R
W20
-
2
(48 X
4
8
)
AHE
A
D
DET
O
U
R
W2
0
-
2
(48
X
4
8
)
M4
-
1
0
L
(4
8
x
1
8
)
DE
T
O
U
R
AHEA
D DETO
U
R
W20-2
(48 X
4
8
)
M1
-
X
4
(2
4
X
2
4
)
52
WA
S
H
I
N
G
T
O
N
CO
U
N
T
Y
M5
-
1
(2
1
X
1
5
)
WE
S
T
DE
T
O
U
R
M1
-
X
4
(2
4
X
2
4
)
52
WA
S
H
I
N
G
T
O
N
CO
U
N
T
Y
WE
S
T
DE
T
O
U
R
M6
-
1
(2
1
X
1
5
)
M1-X4
(24 X 24)
52 WASHINGTON
COUNTY
EAST
M6-1
(21 X 15)
M1-X4
(24 X 24)
52WASHINGTON
COUNTY
M5-1
(21 X 15)
WEST
DETOUR
M1-X4
(24 X 24)
52WASHINGTON
COUNTY
WEST
DETOUR
M6-1
(21 X 15)
M1
-
X
4
(2
4
X
2
4
)
52
WA
S
H
I
N
G
T
O
N
CO
U
N
T
Y
DE
T
O
U
R
EA
S
T
M5
-
1
A
(2
1
X
1
5
)
M1
-
X
4
(2
4
X
2
4
)
52
WA
S
H
I
N
G
T
O
N
CO
U
N
T
Y
DE
T
O
U
R
EA
S
T
M6
-
1
(2
1
X
1
5
)
M
1
-
X
4
(
2
4
X
2
4
)
5
2
WA
S
H
I
N
G
T
O
N
CO
U
N
T
Y
M
5
-
1
(2
1
X
1
5
)
W
E
S
T
D
E
T
O
U
R
M
1
-
X
4
(
2
4
X
2
4
)
5
2
W
A
S
H
I
N
G
T
O
N
C
O
U
N
T
Y
W
E
S
T
D
E
T
O
U
R
M
6
-
1
(
2
1
X
1
5
)
M1-
X
4
(24
X
2
4
)
52
WAS
H
I
N
G
T
O
N
COU
N
T
Y
DET
O
U
R
EAST
M6-
1(21
X
1
5
)
M1
-
X
4
(24
X
2
4
)
52
WA
S
H
I
N
G
T
O
N
CO
U
N
T
Y
DET
O
U
R
EAS
T
M5
-
1
A
(21
X
1
5
)
M1
-
X
4
(2
4
X
2
4
)
52
WA
S
H
I
N
G
T
O
N
CO
U
N
T
Y
DET
O
U
R
EA
S
T
M6
-
1
(2
1
X
1
5
)
M1
-
X
4
(2
4
X
2
4
)
52
WA
S
H
I
N
G
T
O
N
CO
U
N
T
Y
DET
O
U
R
EA
S
T
M5
-
1
A
(2
1
X
1
5
)
M
1
-
X
4
(2
4
X
2
4
)
5
2
W
A
S
H
I
N
G
T
O
N
C
O
U
N
T
Y
W
E
S
T
M6-1
(21 X 15)
F
F
F
F
F
F
52WASH
I
N
G
T
O
N
COU
N
T
Y
M1-X
4
(24
X
2
4
)
52WAS
H
I
N
G
T
O
N
COU
N
T
Y
WESTDETO
U
R
M6-3
A
(21
X
1
5
)
52
W
A
S
H
I
N
G
T
O
N
CO
U
N
T
Y
M1-X4
(24 X
2
4
)
52
WASHI
N
G
T
O
N
COUNT
Y
WEST
DETOU
R
M6-1 (21 X 1
5
)
52
WA
S
H
I
N
G
T
O
N
CO
U
N
T
Y
M1-X4
(24 X 24)
52
WASHINGTON
COUNTY
DETOUR
M6-3A
(21 X 15)
EAST
52 WASH
I
N
G
T
O
N
COUN
T
Y
AHEAD
DETOUR
W20-2
(48 X 48)
52 WASHINGTON
COUNTY
M1-X4
(24 X 24)
52 WASHINGTON
COUNTY
DETOUR
EAST
AHEA
D CLOS
E
D
ROAD
W20-3
(48 X
4
8
)
MILES 1.4
M
6
-
1
(2
1
X
1
5
)
M1
-
X
4
(24
X
2
4
)
52
WA
S
H
I
N
G
T
O
N
CO
U
N
T
Y
DET
O
U
R
EAS
T
M6
-
1(21
X
1
5
)
M
4
-
8
A
(2
4
X
1
8
)
E
N
D
D
E
T
O
U
R
RO
A
D
C
L
O
S
E
D
MIL
E
S
A
H
E
A
D
LO
C
A
L
T
R
A
F
F
I
C
O
N
L
Y
R1
1
-
3
(6
0
X
3
0
)
1
M1-X4
(24 X 24)
52WASHINGTON
COUNTY
WEST
DETOUR
RO
A
D
C
L
O
S
E
D
MI
L
E
S
A
H
E
A
D
LO
C
A
L
T
R
A
F
F
I
C
O
N
L
Y
R1
1
-
3
(6
0
X
3
0
)
1
M6-1
(21 X 15)
M4-8A
(24 X 18)
END
DETOUR
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
7
0
3
.
d
w
g
10
/
1
6
/
2
0
2
5
8
:
5
9
:
4
7
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C7.01TRAFFIC CONTROL PLAN
DETOUR PLAN
FEETSCALE
0 500 1000
HORZ.
R
NOTES:
1.ADVANCED NOTIFICATION SIGNAGE IS REQUIRED TO BE PLACED AT EACH
END OF THE STREET 7 DAYS PRIOR TO THE START OF CONSTRUCTION.
2.THE CONTRACTOR SHALL PROVIDE ACCESS FOR RESIDENTS AND DELIVERY
PERSONNEL AT ALL TIMES DURING CONSTRUCTION.
3.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN
ACCORDANCE WITH THE LATEST EDITION OF THE MN MUTCD.
4.ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE SHEETING.
5.THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE ALL
TRAFFIC CONTROL UPON COMPLETION OF WORK.
U
P
P
P
OE
OE
OE
OE
OE
OE
OE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
S
T
O
P
R
1
-
1
(
1
8
X
1
8
)
BACK-IN
PARKING
ONLY
(12 X 18)
BACK-IN
PARKING
ONLY
(12 X 18)
PARKING
VEHICLE IDREQUIRED
UP TO $200 FINEFOR VIOLATION
R7-8A
(12 X 18)
P
A
R
K
I
N
G
V
E
H
I
C
L
E
I
D
R
E
Q
U
I
R
E
D
U
P
T
O
$
2
0
0
F
I
N
E
F
O
R
V
I
O
L
A
T
I
O
N
R
7
-
8
A
(
1
2
X
1
8
)
INFORMATIONAL KIOSK
PER DETAIL ON SHEET C1.10
INFORMATIONAL KIOSK
PER DETAIL ON SHEET C1.10
4SW
G
4SW
G
4SW
G
4BY
W
STRIPE ENTIRE BITUMINOUS
TRAIL CENTERLINE AS FOLLOWS
3' YELLOW LINE
9' SPACING
14803
14808
14790
10'
9' (TYP)
58'
20' (TYP)
P
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
3
-
1
A
(
1
8
X
1
8
)
S
T
O
P
R
1
-
1
(
1
8
X
1
8
)
P
A
R
K
I
N
G
V
E
H
I
C
L
E
I
D
R
E
Q
U
I
R
E
D
U
P
T
O
$
2
0
0
F
I
N
E
F
O
R
V
I
O
L
A
T
I
O
N
R
7
-
8
A
(
1
2
X
1
8
)
INFORMATIONAL KIOSK
PER DETAIL ON SHEET C1.10
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
7
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
0
0
:
1
2
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C7.02SIGNAGE & STRIPING PLAN
TRAIL HEAD
FEETSCALE
0 25 50
HORZ.
R
NOTES:
1.ADVANCED NOTIFICATION SIGNAGE IS REQUIRED TO BE PLACED AT EACH
END OF THE STREET 7 DAYS PRIOR TO THE START OF CONSTRUCTION.
2.THE CONTRACTOR SHALL PROVIDE ACCESS FOR RESIDENTS AND DELIVERY
PERSONNEL AT ALL TIMES DURING CONSTRUCTION.
3.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN
ACCORDANCE WITH THE LATEST EDITION OF THE MN MUTCD.
4.ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE SHEETING.
5.THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE ALL
TRAFFIC CONTROL UPON COMPLETION OF WORK.
CIRCLE-MULTI COMP BOX-PREF TAPE
TRIANGLE - PAINT OCTOGON-PREF THERMO
STRIPING KEY
1ST DIGIT
WIDTH
4", 8", ETC.
2ND DIGIT
PATTERN
S - SOLID
B - BROKEN
T - DOTTED
D - DOUBLE SOLID
K - DOUBLE BROKEN
H - DOUBLE DOTTED
3RD DIGIT
COLOR
W - WHITE
Y - YELLOW
B - BLACK
4SW
G = GROUND IN
C = CONTRAST
W = WET REFLECTIVE
E = ENHANCED SKID RESISTANCE
GCW
EXAMPLE: = 4" SOLID LINE WHITE PREF THERMO
GROUND IN, CONTRAST, WET REFLECTIVE
SE
E
B
E
L
O
W
FEETSCALE
0 20 40
HORZ.
X X X X X X X X X X
CLV
T
C
F
C
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
G-
B
G-
B
G-B G-B G-B
G-B
G-B
G-B
G-B
G-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-
B
C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B
C-B C-B C-B C-B C-B C-B
C-
B
C-
B
C-
B
C-
B
C
-
B
C
-
B
C
-
B
C
-
B
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
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
OE
OE
OE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
(3
0
X
3
0
)
W1
1
-
X
7
CR
O
S
S
I
N
G
TR
A
I
L
W1
6
-
7
P
R
(2
0
X
1
6
)
(
3
0
X
3
0
)
W1
1
-
X
7
CR
O
S
S
I
N
G
TR
A
I
L
W1
6
-
7
P
R
(2
0
X
1
6
)
ZO
N
E
PA
S
S
I
N
G
NO W1
4
-
3
(4
8
X
4
8
X
3
6
)
W1
-
2
L
(3
0
X
3
0
)
0+00 1+00 2+00 3+00 4+00 5+00
PI
:
-
0
+
0
0
.
0
0
PC
:
4
+
8
0
.
1
8
4BY
G
4SW
G
4DBY
G
X4
-
5
(6
X
1
2
)
15210
15145 15261
15230
12'
12'
4'
4'
X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X
XXXXXXXX
C C
C
H C
C-B C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B C-B C-B C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C
-
B
C
-
B
C-B C-B C-B C-B C-B
C-B
C-B
C-B
C-B
C-B C-B C-B C-B
C-B
C-B
C-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
C-B C-B C-B
C-
B C-B
C-B
C-B C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C
-
B C-
B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B
C-B
C-B C-B
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XX
X
X
XX
X
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E W
1
-
1
R
(
1
8
X
1
8
)
'
-
"
W
1
2
-
2
(
1
8
X
1
8
)
1
0
0
M
.
P
.
H
.
W
1
3
-
1
(
1
8
X
1
8
)
1
0
(6
X
1
2
)
X4
-
5
W1
-
2
R
(3
0
X
3
0
)
6+00
7+00 8+00 9+00
10+00
11+00
12+00
13+00
PT: 11+25.15
4BY
G
4SW
G
4DBY
G
15240
15261
12'
12'
4'
4'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
7
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
0
0
:
2
2
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C7.03SIGNAGE & STRIPING PLAN
COUNTY ROAD 52
FEETSCALE
0 25 50
HORZ.
R
R
COUNTY ROAD 52
COUNTY ROAD 52
NOTES:
1.ADVANCED NOTIFICATION SIGNAGE IS REQUIRED TO BE PLACED AT EACH
END OF THE STREET 7 DAYS PRIOR TO THE START OF CONSTRUCTION.
2.THE CONTRACTOR SHALL PROVIDE ACCESS FOR RESIDENTS AND DELIVERY
PERSONNEL AT ALL TIMES DURING CONSTRUCTION.
3.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN
ACCORDANCE WITH THE LATEST EDITION OF THE MN MUTCD.
4.ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE SHEETING.
5.THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE ALL
TRAFFIC CONTROL UPON COMPLETION OF WORK.
CIRCLE-MULTI COMP BOX-PREF TAPE
TRIANGLE - PAINT OCTOGON-PREF THERMO
STRIPING KEY
1ST DIGIT
WIDTH
4", 8", ETC.
2ND DIGIT
PATTERN
S - SOLID
B - BROKEN
T - DOTTED
D - DOUBLE SOLID
K - DOUBLE BROKEN
H - DOUBLE DOTTED
3RD DIGIT
COLOR
W - WHITE
Y - YELLOW
B - BLACK
4SW
G = GROUND IN
C = CONTRAST
W = WET REFLECTIVE
E = ENHANCED SKID RESISTANCE
GCW
EXAMPLE: = 4" SOLID LINE WHITE PREF THERMO
GROUND IN, CONTRAST, WET REFLECTIVE
SE
E
S
H
E
E
T
C7
.
0
4
SE
E
A
B
O
V
E
SE
E
B
E
L
O
W
X X X X X X X X X X X X X
X
X
X
X
X
XXXXXXXX
C-B C-B
C-B
C-B
C-B
C-B C-B
C-
B
C-
B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
G-
B
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
D
E
-
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
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
X
XXXXXXX
W1
-
1
R
(
1
8
X
1
8
)
M.
P
.
H
.
W
1
3
-
1
(
1
8
X
1
8
)
10
W1
-
2
L
(3
0
X
3
0
)
ZO
N
E
PA
S
S
I
N
G
NOW1
4
-
3
(4
8
X
4
8
X
3
6
)
19+99.98
13+00 14+00 15+00 16+00 17+00 18+00 19+00
PI
:
1
9
+
4
9
.
9
8
4BY
G
4SW
G
4DBY
G
15526
15261 15521
12'
12'
4'
4'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
7
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
0
0
:
2
9
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C7.04SIGNAGE & STRIPING PLAN
COUNTY ROAD 52
FEETSCALE
0 25 50
HORZ.
R
COUNTY ROAD 52
NOTES:
1.ADVANCED NOTIFICATION SIGNAGE IS REQUIRED TO BE PLACED AT EACH
END OF THE STREET 7 DAYS PRIOR TO THE START OF CONSTRUCTION.
2.THE CONTRACTOR SHALL PROVIDE ACCESS FOR RESIDENTS AND DELIVERY
PERSONNEL AT ALL TIMES DURING CONSTRUCTION.
3.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN
ACCORDANCE WITH THE LATEST EDITION OF THE MN MUTCD.
4.ALL TRAFFIC CONTROL DEVICES SHALL HAVE RETROREFLECTIVE SHEETING.
5.THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE ALL
TRAFFIC CONTROL UPON COMPLETION OF WORK.
CIRCLE-MULTI COMP BOX-PREF TAPE
TRIANGLE - PAINT OCTOGON-PREF THERMO
STRIPING KEY
1ST DIGIT
WIDTH
4", 8", ETC.
2ND DIGIT
PATTERN
S - SOLID
B - BROKEN
T - DOTTED
D - DOUBLE SOLID
K - DOUBLE BROKEN
H - DOUBLE DOTTED
3RD DIGIT
COLOR
W - WHITE
Y - YELLOW
B - BLACK
4SW
G = GROUND IN
C = CONTRAST
W = WET REFLECTIVE
E = ENHANCED SKID RESISTANCE
GCW
EXAMPLE: = 4" SOLID LINE WHITE PREF THERMO
GROUND IN, CONTRAST, WET REFLECTIVE
SE
E
S
H
E
E
T
C7
.
0
3
3+50
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
4+00
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
1028
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
1028
4+50
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
5+00
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
5+50
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
6+00
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
6+50
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
7+00
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
8.
0
10
1
2
.
6
-1
5
.
9
10
1
3
.
0
-2
6
.
5
10
1
1
.
9
1.50%4.00%1.50%4.00%
-25.0%
1:40.1%1:852
2.00%
-25.0%1:4
-7
.
7
10
1
2
.
8
18
.
1
10
1
2
.
6
1.50%1.50%2.00%
-25.0%1:4 2.00%-2.3%
1:43 2.00%
-25.0%
1:4
-7.0
1014.2
-8
.
6
10
1
4
.
6
18
.
9
10
1
3
.
4
1.50%1.50%2.00%25.0%
1:4 2.00%-5.3%
1:19 2.00%
-25.0%
1:4
-7.0
1015.5
-1
3
.
0
10
1
7
.
5
22
.
4
10
1
2
.
9
1.50%1.50%2.00%
33.3%
1:
3
2.00%
-23.9%
1:4
2.00%
-25.0%
1:4
-7
.
0
10
1
4
.
8
-1
3
.
2
10
1
6
.
4
22
.
1
10
1
1
.
8
1.50%1.50%2.00%
25.0%
1:4
2.00%
-35.3%
1:
3
2.00%
-25.0%
1:4
-1
1
.
4
10
1
1
.
3
18
.
0
10
1
0
.
6
18
.
1
10
1
0
.
7
1.50%1.50%2.00%
-25.0%1:4 2.00%
-30.5%
1:3
2.00%
25.0%1:4
-1
1
.
3
10
0
9
.
0
18
.
0
10
0
8
.
6
18
.
4
10
0
8
.
7
1.50%1.50%2.00%
-25.0%1:4 2.00%
-23.8%
1:4
2.00%
25.0%1:4
-9
.
2
10
0
7
.
1
18
.
5
10
0
6
.
7
1.50%1.50%2.00%
-25.0%1:4 2.00%
-12.4%
1:8 2.00%
-25.0%
1:4
R/W
36'
R/W
34'
R/W
48'
R/W
62'
R/W
24'
R/W
68'
R/W
21'
R/W
18'
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
C8.01CROSS SECTIONS
TRAIL
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
9
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
6
:
1
7
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
7+50
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
8+12.16
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
8+50
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
9+00
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
9+50
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
10+00
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
10+50
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
1028
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
1028
11+00
1010
1012
1014
1016
1018
1020
1022
1024
1026
1028
1030
1010
1012
1014
1016
1018
1020
1022
1024
1026
1028
1030
-9
.
9
10
0
4
.
6
18
.
0
10
0
4
.
1
1.50%1.50%2.00%
-25.0%1:4 2.00%
-18.8%
1:5
2.00%
-25.0%
1:4
-1
6
.
8
10
0
1
.
3
27
.
3
10
0
1
.
5
3.37%-30.2%
1:3
3.95%-4.9%
1:21
-29.1%
1:3
-1
4
.
9
10
0
2
.
0
21
.
3
10
0
3
.
6
1.50%4.00%
-33.3%1:3
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-1
6
.
0
10
0
4
.
0
19
.
7
10
0
6
.
3
1.50%4.00%
-33.3%1:3
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-1
6
.
0
10
0
6
.
4
22
.
4
10
0
8
.
1
1.50%4.00%
-33.3%1:3
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-9
.
5
10
1
1
.
5
23
.
2
10
1
0
.
3
1.50%1.50%2.00%
-25.0%1:4 2.00%-5.0%
1:20 2.00%
-25.0%
1:4
-7.0
1014.5
-1
2
.
4
10
1
5
.
9
18
.
0
10
1
4
.
0
18
.
4
10
1
4
.
1
1.50%1.50%2.00%
25.0%
1:4
2.00%-5.0%
1:20 2.00%
-7
.
0
10
1
6
.
0
-7
.
5
10
1
6
.
2
19
.
3
10
1
5
.
4
1.50%1.50%2.00%2.00%-1.6%
1:63 2.00%
-25.0%
1:4
R/W
16'
R/W
31'
R/W
35'
R/W
61'
R/W
48'
R/W
49'
R/W
61'
R/W
36'
R/W
24'
R/W
20'
R/W
21'
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
C8.02CROSS SECTIONS
TRAIL
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
9
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
6
:
2
5
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
11+50
1010
1012
1014
1016
1018
1020
1022
1024
1026
1028
1030
1010
1012
1014
1016
1018
1020
1022
1024
1026
1028
1030
12+00
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
12+50
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
13+00
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
13+50
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
14+00
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
14+50
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
-7
.
2
10
1
6
.
1
18
.
5
10
1
5
.
6
1.50%1.50%2.00%2.00%-3.0%
1:33 2.00%
-1
5
.
0
10
1
2
.
6
25
.
1
10
1
2
.
3
1.50%1.50%2.00%
-33.3%1:3
2.00%-5.0%
1:20 2.00%
-33.3%
1:
3
-2
2
.
8
10
0
9
.
0
18
.
0
10
1
3
.
8
19
.
3
10
1
4
.
1
1.50%1.50%2.00%
-33.3%1:3
2.00%2.00%25.0%1:4
-7.0
1013.4
-8
.
5
10
1
3
.
7
22
.
0
10
1
1
.
2
1.50%1.50%2.00%2.00%
-17.6%
1:6
2.00%
-25.0%
1:4
-9
.
2
10
1
1
.
9
23
.
3
10
0
9
.
7
1.50%1.50%2.00%2.00%
-23.5%
1:4
2.00%
-25.0%
1:4
-9
.
5
10
1
0
.
9
19
.
4
10
1
0
.
3
1.50%1.50%2.00%
-25.0%1:4 2.00%
-11.4%
1:9 2.00%
-1
5
.
8
10
0
7
.
6
22
.
3
10
0
9
.
0
1.50%1.50%2.00%
-33.3%1:3
2.00%-5.0%
1:20 2.00%
-25.0%
1:4
R/W
21'
R/W
25'
R/W
59'
R/W
52'
R/W
34'
R/W
21'
R/W
21'
R/W
26'
12+20
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022R/W
31'
R/W
31'
R/W
31'
R/W
68'
-2
3
.
7
10
0
9
.
3
29
.
1
10
1
0
.
7
2.29%
-33.2%1:3
1.77%-4.8%
1:21
-33.1%
1:
3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-1.18%-1.25%
C8.03CROSS SECTIONS
TRAIL
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
9
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
6
:
3
3
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
15+00
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
15+50
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
16+00
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
16+50
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
17+00
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
-1
3
.
6
10
0
7
.
5
25
.
8
10
0
7
.
2
1.50%1.50%2.00%
-33.3%1:3
2.00%-5.0%
1:20 2.00%
-25.0%
1:4
-1
0
.
9
10
0
7
.
9
24
.
2
10
0
6
.
3
1.50%1.50%2.00%
-25.0%1:4 2.00%-5.0%
1:20 2.00%
-33.3%
1:
3
-1
3
.
7
10
0
7
.
0
25
.
9
10
0
6
.
2
1.50%1.50%2.00%
-25.0%1:4
2.00%-5.0%
1:20 2.00%
-25.0%
1:4
-7.0
1009.1
-8
.
0
10
0
9
.
4
18
.
0
10
0
9
.
0
18
.
8
10
0
9
.
2
1.50%1.50%2.00%2.00%2.9%1:34
2.00%25.0%1:4
-1
4
.
2
10
0
7
.
9
22
.
1
10
0
8
.
2
1.50%1.50%2.00%
-25.0%1:4
2.00%-5.0%
1:20 2.00%
-25.0%
1:4
R/W
41'
R/W
39'
R/W
29'
R/W
19'
R/W
14'
14+65.50
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
15+83
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
17+30.56
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
R/W
33'
-1
5
.
4
10
0
7
.
5
25
.
2
10
0
8
.
0
1.50%1.50%2.00%
-33.3%1:3
2.00%-5.0%
1:20 2.00%
-25.0%
1:4
R/W
32'
-1
4
.
3
10
0
6
.
4
28
.
9
10
0
4
.
9
1.97%
-32.0%1:3
1.87%-4.7%
1:21
-31.9%
1:3
-31.8%
1:3
R/W
37'
-1
3
.
1
10
0
8
.
0
26
.
6
10
0
6
.
7
1.50%1.50%2.00%
-33.3%1:3
2.00%-5.0%
1:20 2.00%
-33.3%
1:
3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-1.39%-1.39%
C8.04CROSS SECTIONS
TRAIL
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
9
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
6
:
3
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
17+50
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
18+00
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
18+50
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
19+00
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
19+50
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
20+00
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
20+50
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
-1
4
.
2
10
0
8
.
5
24
.
4
10
0
7
.
6
1.50%1.50%2.00%
-25.0%1:4
2.00%-5.0%
1:20 2.00%
-33.3%
1:
3
-1
1
.
9
10
0
9
.
6
21
.
1
10
0
9
.
6
1.50%1.50%2.00%
-25.0%1:4
2.00%-5.0%
1:20 2.00%
-25.0%
1:4
14
.
5
10
1
0
.
0
-1
0
.
2
10
1
0
.
6
1.50%2.00%
-33.3%
1:
3
1.50%2.00%
-25.0%1:4
-1
2
.
4
10
1
0
.
6
26
.
7
10
0
8
.
6
1.50%1.50%2.00%
-25.0%1:4
2.00%-5.0%
1:20 2.00%
-33.3%
1:
3
-7
.
0
10
1
2
.
5
19
.
6
10
1
1
.
6
1.50%1.50%2.00%2.00%-5.0%
1:20 2.00%
-25.0%
1:4
-7.0
1012.9
-7
.
6
10
1
3
.
0
18
.
9
10
1
3
.
3
1.50%1.50%4.00%2.00%5.0%1:20
2.00%
-1
3
.
0
10
1
1
.
7
-1
7
.
7
10
1
3
.
3
24
.
0
10
1
2
.
3
30
.
9
10
1
4
.
6
1.50%1.50%4.00%
-33.0%1:333.0%
1:
3
2.00%5.0%1:20
2.00%
-33.0%
1:
3
33.0%1:3
R/W
33'
R/W
21'
R/W
12'
R/W
25'
R/W
51'
R/W
69'
R/W
59'
R/W
41'
R/W
55'
R/W
45'
R/W
50'
R/W
51'18+88.70
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022R/W
47'
-1
3
.
2
10
1
0
.
3
26
.
9
10
0
8
.
4
1.50%1.50%2.00%
-25.0%1:4
2.00%-5.0%
1:20 2.00%
-33.3%
1:
3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
C8.05CROSS SECTIONS
TRAIL
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
9
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
6
:
4
3
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
21+00
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
21+50
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1026
22+00
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
22+50
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
23+00
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
24+00
990
992
994
996
998
1000
1002
1004
1006
1008
1010
990
992
994
996
998
1000
1002
1004
1006
1008
1010
24+50
988
990
992
994
996
998
1000
1002
1004
1006
1008
988
990
992
994
996
998
1000
1002
1004
1006
1008
-1
3
.
0
10
1
0
.
5
-1
9
.
6
10
1
2
.
7
24
.
0
10
1
1
.
2
32
.
4
10
1
3
.
9
1.50%1.50%4.00%
-33.0%1:3
33.0%
1:
3 2.00%5.0%
1:20
2.00%
-33.0%
1:
3
33.0%1:3
-1
3
.
0
10
0
8
.
5
-2
3
.
0
10
1
1
.
7
24
.
0
10
0
9
.
1
30
.
6
10
1
1
.
3
1.50%1.50%4.00%
-33.0%1:3
33.0%
1:
3
2.00%5.0%1:20
2.00%
-33.0%
1:
3
33.0%1:3
-1
3
.
0
10
0
6
.
1
-1
9
.
7
10
0
8
.
3
22
.
0
10
0
5
.
9
1.50%4.00%
-33.0%1:3
33.0%
1:
3 1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-1
3
.
6
10
0
2
.
6
28
.
5
10
0
1
.
1
1.50%4.00%
-33.3%1:3
1.50%4.00%-5.0%
1:20 2.00%
-33.3%
1:
3
-1
7
.
5
99
9
.
0
30
.
1
99
8
.
2
1.50%4.00%
-33.3%1:3
1.50%4.00%-5.0%
1:20 2.00%
-33.3%
1:
3
-1
5
.
2
99
5
.
4
21
.
0
99
7
.
2
1.50%4.00%
-33.3%1:3
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-1
1
.
2
99
5
.
3
18
.
0
99
7
.
0
19
.
5
99
7
.
3
1.50%1.50%4.00%
-25.0%1:4
2.00%4.7%1:21
2.00%25.0%1:4
R/W
44'
R/W
57'
R/W
38'
R/W
63'
R/W
34'
R/W
66'
R/W
37'
R/W
64'
R/W
40'
R/W
60'
R/W
48'
R/W
52'
R/W
52'
R/W
48'
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
R/W
47'
R/W
58'
-18.2
996.0
26.5
997.2
4.79%
-33.5%1:3
3.01%-4.0%
1:25
-30.6%
1:3
23+59.86
990
992
994
996
998
1000
1002
1004
1006
1008
1010
990
992
994
996
998
1000
1002
1004
1006
1008
1010
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60
C8.06CROSS SECTIONS
TRAIL
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
9
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
6
:
4
9
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
25+00
986
988
990
992
994
996
998
1000
1002
1004
1006
986
988
990
992
994
996
998
1000
1002
1004
1006
25+50
984
986
988
990
992
994
996
998
1000
1002
1004
984
986
988
990
992
994
996
998
1000
1002
1004
26+00
982
984
986
988
990
992
994
996
998
1000
1002
982
984
986
988
990
992
994
996
998
1000
1002
26+50
980
982
984
986
988
990
992
994
996
998
1000
980
982
984
986
988
990
992
994
996
998
1000
27+00
980
982
984
986
988
990
992
994
996
998
1000
980
982
984
986
988
990
992
994
996
998
1000
27+50
978
980
982
984
986
988
990
992
994
996
998
978
980
982
984
986
988
990
992
994
996
998
28+00
978
980
982
984
986
988
990
992
994
996
998
978
980
982
984
986
988
990
992
994
996
998
28+42.87
976
978
980
982
984
986
988
990
992
994
996
976
978
980
982
984
986
988
990
992
994
996
-7
.
5
99
4
.
5
18
.
0
99
6
.
2
20
.
0
99
6
.
7
1.50%1.50%4.00%2.00%
23.9%1:4
2.00%25.0%1:4
-1
0
.
1
99
2
.
0
18
.
0
99
3
.
8
18
.
9
99
4
.
0
1.50%1.50%4.00%
-25.0%1:4
2.00%12.3%1:8 2.00%
-1
3
.
8
98
9
.
3
20
.
5
99
1
.
0
1.50%1.50%4.00%
-25.0%1:4
2.00%5.0%1:20
2.00%
-25.0%
1:4
-1
3
.
4
98
7
.
6
21
.
3
98
9
.
0
1.50%1.50%4.00%
-25.0%1:4
2.00%5.0%1:20
2.00%
-25.0%
1:4
-1
2
.
2
98
6
.
1
21
.
4
98
7
.
3
1.50%1.50%4.00%
-25.0%1:4
2.00%5.0%1:20
2.00%
-25.0%
1:4
-1
3
.
8
98
4
.
5
20
.
9
98
5
.
3
1.50%4.00%
-25.0%1:4
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-1
4
.
2
98
3
.
5
23
.
4
98
4
.
3
1.50%4.00%
-33.3%1:3
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-17.6
983.0
24
.
6
98
4
.
5
3.53%-32.2%
1:3 4.33%-5.3%
1:19
R/W
53'
R/W
47'
R/W
53'
R/W
47'
R/W
54'
R/W
46'
R/W
54'
R/W
46'
R/W
55'
R/W
45'
R/W
56'
R/W
44'
R/W
44'
R/W
54'
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
+1.07%+1.07%
C8.07CROSS SECTIONS
TRAIL
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
9
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
6
:
5
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
29+00
976
978
980
982
984
986
988
990
992
994
996
976
978
980
982
984
986
988
990
992
994
996
29+50
978
980
982
984
986
988
990
992
994
996
998
978
980
982
984
986
988
990
992
994
996
998
30+00
982
984
986
988
990
992
994
996
998
1000
1002
982
984
986
988
990
992
994
996
998
1000
1002
30+50
986
988
990
992
994
996
998
1000
1002
1004
1006
986
988
990
992
994
996
998
1000
1002
1004
1006
31+00
986
988
990
992
994
996
998
1000
1002
1004
1006
986
988
990
992
994
996
998
1000
1002
1004
1006
31+50
988
990
992
994
996
998
1000
1002
1004
1006
1008
988
990
992
994
996
998
1000
1002
1004
1006
1008
32+00
990
992
994
996
998
1000
1002
1004
1006
1008
1010
990
992
994
996
998
1000
1002
1004
1006
1008
1010
32+50
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
-2
0
.
2
98
3
.
4
25
.
7
98
5
.
6
1.50%4.00%
-33.3%1:3
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-1
3
.
3
98
7
.
3
21
.
2
98
8
.
4
1.50%4.00%
-33.3%1:3
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-9
.
6
99
0
.
4
24
.
0
98
9
.
8
27
.
0
99
0
.
8
1.50%4.00%
-25.0%1:4 1.50%4.00%-5.0%
1:20 2.00%
-33.0%
1:
3
33.0%1:3
-9
.
8
99
1
.
9
24
.
0
99
1
.
4
28
.
1
99
2
.
8
1.50%4.00%
-25.0%1:4
1.50%4.00%-5.0%
1:20 2.00%
-33.0%
1:
3
33.0%1:3
-1
2
.
1
99
3
.
2
24
.
0
99
3
.
2
28
.
1
99
4
.
6
1.50%4.00%
-25.0%1:4
1.50%4.00%-5.0%
1:20 2.00%
-33.0%
1:
3
33.0%1:3
-1
3
.
0
99
5
.
0
19
.
4
99
5
.
9
1.50%4.00%
-25.0%1:4
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-1
3
.
6
99
7
.
1
19
.
9
99
8
.
0
1.50%4.00%
-25.0%1:4
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-1
2
.
7
99
9
.
6
18
.
2
10
0
0
.
7
1.50%4.00%
-25.0%1:4
1.50%4.00%-5.0%
1:20 2.00%
R/W
56'
R/W
45'
R/W
51'
R/W
49'
R/W
50'
R/W
50'
R/W
50'
R/W
50'
R/W
50'
R/W
50'
R/W
50'
R/W
50'
R/W
50'
R/W
50'
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
C8.08CROSS SECTIONS
TRAIL
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
9
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
7
:
0
3
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
33+00
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
33+50
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
34+00
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
34+50
990
992
994
996
998
1000
1002
1004
1006
1008
1010
990
992
994
996
998
1000
1002
1004
1006
1008
1010
34+99.62
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
35+50
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
-1
3
.
0
10
0
2
.
0
-1
6
.
0
10
0
3
.
0
18
.
0
10
0
3
.
7
20
.
5
10
0
4
.
3
1.50%1.50%4.00%
-33.0%1:3
33.0%
1:3
2.00%5.0%1:20
2.00%25.0%1:4
-1
3
.
0
10
0
2
.
6
-2
1
.
4
10
0
5
.
4
18
.
5
10
0
4
.
1
1.50%1.50%4.00%
-33.0%1:3
33.0%
1:
3 2.00%5.0%1:20
2.00%-25.0%
1:4
-9
.
9
10
0
1
.
7
24
.
0
10
0
0
.
7
1.50%4.00%
-25.0%1:4
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-1
3
.
3
99
9
.
0
24
.
7
99
8
.
6
1.50%4.00%
-25.0%1:4
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-1
8
.
0
99
6
.
6
29
.
9
99
7
.
0
2.39%
-27.4%1:4
4.20%-5.1%
1:20
-21.3%
1:5
-1
1
.
3
99
7
.
7
21
.
7
99
7
.
6
1.50%4.00%
-25.0%1:4
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
R/W
46'
R/W
61'
R/W
44'
R/W
55'
R/W
48'
R/W
63'
R/W
38'
R/W
39'
R/W
68'
R/W
33'
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
R/W
68'
R/W
32'
-1
3
.
8
99
6
.
6
24
.
2
99
7
.
1
1.50%4.00%
-33.3%
1:3
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
35+25
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
R/W
40'
-15.8
997.0 29
.
7
99
6
.
7
2.68%
-27.6%
1:4
4.08%-4.7%
1:21
-21.2%
1:5
-30.9%
1:3
35+85.31
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60
C8.09CROSS SECTIONS
TRAIL
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
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c
.
20
2
5
,
A
l
l
R
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g
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t
s
R
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r
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d
c H:
\
S
C
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D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
9
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
7
:
0
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
36+00
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
36+50
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
37+00
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
37+50
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
38+00
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
-1
3
.
5
99
7
.
0
20
.
9
99
8
.
3
1.50%4.00%
-33.3%1:3
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-7.0
999.9
-8
.
4
10
0
0
.
3
18
.
0
99
9
.
7
19
.
4
10
0
0
.
1
1.50%4.00%1.50%4.00%-5.0%
1:20 2.00%25.0%1:4
-1
0
.
2
99
9
.
9
24
.
8
99
8
.
7
1.50%4.00%
-25.0%1:4
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-1
8
.
8
99
7
.
4
23
.
1
99
9
.
9
1.50%4.00%
-33.3%1:3
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
-1
3
.
5
99
9
.
9
18
.
0
10
0
1
.
9
18
.
1
10
0
1
.
9
1.50%4.00%
-33.3%1:3
1.50%4.00%-5.0%
1:20 2.00%
R/W
63'
R/W
38'
R/W
57'
R/W
44'
R/W
51'
R/W
49'
R/W
46'
R/W
55'
R/W
40'
R/W
60'
38+50
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014R/W
35'
R/W
66'
-7
.
7
10
0
2
.
6
18
.
0
10
0
2
.
5
18
.
6
10
0
2
.
7
1.50%4.00%1.50%4.00%-5.0%
1:20 2.00%
39+00
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014R/W
29'
-7
.
8
10
0
2
.
4
19
.
2
10
0
2
.
1
1.50%4.00%1.50%4.00%-5.0%
1:20 2.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
R/W
49'
R/W
52'
-1
5
.
6
99
8
.
4
25
.
9
99
9
.
0
3.50%
-31.9%
1:3
4.24%4.24%-5.2%
1:19
-24.5%
1:4
37+26.56
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60
C8.10CROSS SECTIONS
TRAIL
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
9
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
7
:
1
4
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
39+50
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014R/W
24'
-7
.
2
10
0
2
.
0
20
.
8
10
0
1
.
1
1.50%4.00%1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
40+00
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014R/W
18'
-7.0
1001.6
-8
.
2
10
0
1
.
9
20
.
5
10
0
0
.
8
1.50%4.00%1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
40+50
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014R/W
24'
-8
.
1
10
0
2
.
1
21
.
2
10
0
1
.
3
1.50%4.00%1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
41+00
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016R/W
36'
R/W
67'
-1
0
.
1
10
0
3
.
5
18
.
2
10
0
4
.
0
1.50%4.00%
-25.0%1:4
1.50%4.00%-5.0%
1:20 2.00%
41+50
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018R/W
47'
R/W
55'
-7.0
1005.8
-7
.
3
10
0
5
.
8
18
.
0
10
0
5
.
5
19
.
4
10
0
5
.
9
1.50%4.00%1.50%4.00%-5.0%
1:20 2.00%25.0%1:4
42+00
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018R/W
58'
R/W
43'
-1
1
.
5
10
0
5
.
2
20
.
0
10
0
5
.
6
1.50%4.00%
-25.0%1:4
1.50%4.00%-5.0%
1:20 2.00%
-25.0%
1:4
42+50
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020R/W
56'
R/W
44'
-1
0
.
2
10
0
6
.
0
18
.
8
10
0
6
.
4
1.50%4.00%
-25.0%1:4
1.50%4.00%-5.0%
1:20 2.00%
43+00
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022R/W
55'
R/W
45'
-7
.
7
10
0
7
.
4
18
.
0
10
0
7
.
4
18
.
8
10
0
7
.
6
1.50%4.00%1.50%4.00%-5.0%
1:20 2.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
C8.11CROSS SECTIONS
TRAIL
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
9
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
7
:
1
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
43+50
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022R/W
22'
R/W
39'
-9
.
3
10
0
8
.
1
18
.
0
10
0
8
.
5
19
.
8
10
0
8
.
9
1.50%4.00%1.50%4.00%-5.0%
1:20 2.00%25.0%1:4
44+00
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022R/W
38'
R/W
29'
-1
0
.
3
10
0
8
.
8
18
.
3
10
0
9
.
3
1.50%4.00%
-25.0%1:4
1.50%4.00%-5.0%
1:20 2.00%
44+50
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024R/W
66'
R/W
24'
-9
.
0
10
0
9
.
1
18
.
0
10
0
9
.
4
18
.
2
10
0
9
.
5
1.50%4.00%1.50%4.00%-5.0%
1:20 2.00%
45+00
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1024R/W
23'
-7.0
1008.7
-7
.
0
10
0
8
.
8
18
.
2
10
0
9
.
3
1.50%1.50%4.00%2.00%5.0%1:20
2.00%
45+50
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1022R/W
24'
-1
3
.
0
10
0
6
.
0
-1
8
.
1
10
0
7
.
6
18
.
0
10
0
7
.
6
21
.
3
10
0
8
.
4
1.50%1.50%4.00%
-33.0%1:333.0%
1:
3
2.00%5.0%1:20
2.00%25.0%1:4
46+00
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
1020R/W
24'
-1
3
.
0
10
0
3
.
5
-1
7
.
4
10
0
4
.
9
18
.
0
10
0
5
.
2
22
.
0
10
0
6
.
2
1.50%1.50%4.00%
-33.0%1:333.0%
1:
3
2.00%5.0%1:20
2.00%25.0%1:4
46+50
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
992
994
996
998
1000
1002
1004
1006
1008
1010
1012R/W
29'
21
.
5
99
8
.
5
-1
7
.
0
99
8
.
9
1.50%2.00%
-33.3%
1:
3
1.50%2.00%
-33.3%1:3
47+00
990
992
994
996
998
1000
1002
1004
1006
1008
1010
990
992
994
996
998
1000
1002
1004
1006
1008
1010R/W
62'
29
.
4
99
3
.
5
-1
8
.
2
99
6
.
1
1.50%2.00%
-33.3%
1:
3
1.50%2.00%
-33.3%1:3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
C8.12CROSS SECTIONS
TRAIL
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
9
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
7
:
2
3
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
47+50
990
992
994
996
998
1000
1002
1004
1006
1008
1010
990
992
994
996
998
1000
1002
1004
1006
1008
1010R/W
33'
24
.
0
99
4
.
1
-1
6
.
1
99
5
.
6
1.50%2.00%
-33.3%
1:
3
1.50%2.00%
-33.3%1:3
48+00
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014R/W
39'
11
.
0
99
8
.
6
12
.
9
99
9
.
0
-9
.
3
99
8
.
2
1.50%2.00%1.50%2.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
R/W
39'
30
.
6
99
3
.
3
-1
8
.
9
99
5
.
6
-30.1%
1:3
-30.6%
1:3
2.67%
2.83%
-30.6%1:3
-30.0%1:3
47+27.34
990
992
994
996
998
1000
1002
1004
1006
1008
1010
990
992
994
996
998
1000
1002
1004
1006
1008
1010
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60
-0.50%-0.37%-0.95%
C8.13CROSS SECTIONS
TRAIL
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
9
0
1
T
R
A
I
L
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
7
:
2
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
0+00
988
990
992
994
996
998
1000
1002
1004
988
990
992
994
996
998
1000
1002
1004
-3
0
.
0
99
6
.
2
28
.
0
99
5
.
8
2.00%10.00%2.00%10.00%
-15.1%1:7
-22.0%
1:5
0+50
990
992
994
996
998
1000
1002
1004
990
992
994
996
998
1000
1002
1004
-3
0
.
0
99
6
.
5
28
.
0
99
7
.
1
2.00%10.00%2.00%10.00%
-10.6%1:9 -6.5%
1:15
0+25
990
992
994
996
998
1000
1002
1004
990
992
994
996
998
1000
1002
1004
-3
0
.
0
99
6
.
4
28
.
0
99
5
.
7
2.00%10.00%2.00%10.00%
-12.2%1:8
-22.1%
1:5
0+75
990
992
994
996
998
1000
1002
1004
990
992
994
996
998
1000
1002
1004
-3
0
.
0
99
6
.
5
28
.
0
99
6
.
1
2.00%10.00%2.00%10.00%
-9.8%
1:10
-15.8%
1:6
1+25
990
992
994
996
998
1000
1002
1004
990
992
994
996
998
1000
1002
1004
-3
0
.
1
99
6
.
3
28
.
0
99
5
.
4
2.00%10.00%2.00%10.00%
-10.4%1:10
-22.1%
1:5
1+00
990
992
994
996
998
1000
1002
1004
990
992
994
996
998
1000
1002
1004
-3
0
.
1
99
6
.
4
28
.
0
99
5
.
6
2.00%10.00%2.00%10.00%
-9.7%
1:10
-19.8%
1:5
1+50
990
992
994
996
998
1000
1002
1004
990
992
994
996
998
1000
1002
1004
-3
0
.
1
99
6
.
4
28
.
0
99
5
.
5
2.00%10.00%2.00%10.00%
-10.3%1:10
-21.4%
1:5
1+75
990
992
994
996
998
1000
1002
1004
990
992
994
996
998
1000
1002
1004
-3
0
.
1
99
6
.
5
28
.
0
99
5
.
4
2.00%10.00%2.00%10.00%
-10.0%
1:10
-22.1%
1:5
2+00
990
992
994
996
998
1000
1002
1004
990
992
994
996
998
1000
1002
1004
-3
0
.
1
99
6
.
6
28
.
0
99
5
.
5
2.00%10.00%2.00%10.00%
-9.3%
1:11
-22.2%
1:4
2+25
990
992
994
996
998
1000
1002
1004
990
992
994
996
998
1000
1002
1004
-3
0
.
1
99
6
.
8
28
.
0
99
7
.
0
2.00%10.00%2.00%10.00%
-8.8%
1:11
-8.4%
1:12
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
R/W
69'
R/W
50'
WETL
33'
R/W
70'
R/W
49'
WETL
32'
R/W
69'
R/W
49'
WETL
32'
R/W
49'
WETL
32'
R/W
48'
WETL
29'
R/W
49'
WETL
30'
R/W
48'
WETL
33'
R/W
47'
WETL
34'
R/W
47'
WETL
35'
R/W
46'
WETL
36'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
8
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
7
:
4
3
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C8.14CROSS SECTIONS
COUNTY ROAD 52
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
2+50
988
990
992
994
996
998
1000
1002
1004
988
990
992
994
996
998
1000
1002
1004
-3
0
.
1
99
7
.
1
28
.
0
99
7
.
2
2.00%10.00%2.00%10.00%
-7.1%1:14
-8.2%
1:12
2+75
988
990
992
994
996
998
1000
1002
1004
988
990
992
994
996
998
1000
1002
1004
-3
0
.
1
99
7
.
2
28
.
0
99
5
.
3
2.00%10.00%2.00%10.00%
-7.7%
1:13
-28.5%
1:4
3+00
988
990
992
994
996
998
1000
1002
1004
988
990
992
994
996
998
1000
1002
1004
-3
0
.
2
99
7
.
6
28
.
0
99
5
.
6
-3
0
.
2
99
7
.
6
28
.
0
99
5
.
6
2.00%10.00%2.00%10.00%-5.0%1:20
-26.4%
1:4
2.00%10.00%2.00%10.00%-5.0%1:20
-26.4%
1:4
3+25
988
990
992
994
996
998
1000
1002
1004
988
990
992
994
996
998
1000
1002
1004
-3
0
.
2
99
7
.
9
34
.
9
99
4
.
1
10.00%-4.1%1:24
10.00%
-25.0%
1:4
2.00%2.00%
3+50
988
990
992
994
996
998
1000
1002
1004
988
990
992
994
996
998
1000
1002
1004
-3
0
.
2
99
8
.
3
33
.
9
99
4
.
5
10.00%-2.0%1:50
10.00%
-25.0%
1:4
2.00%2.00%
3+75
990
992
994
996
998
1000
1002
1004
990
992
994
996
998
1000
1002
1004
-3
0
.
2
99
8
.
5
33
.
1
99
4
.
8
10.00%-0.9%1:111
10.00%
-25.0%
1:4
2.00%2.00%
4+05
988
990
992
994
996
998
1000
1002
1004
988
990
992
994
996
998
1000
1002
1004
-2
4
.
6
99
9
.
0
28
.
0
99
6
.
3
-1
8
.
6
99
8
.
9
2.0%1:50
1.50%-5.8%1:17
10.00%
-24.2%
1:4
2.00%2.00%
4+15
988
990
992
994
996
998
1000
1002
1004
1006
988
990
992
994
996
998
1000
1002
1004
1006
-2
4
.
6
99
9
.
1
28
.
0
99
6
.
4
-1
8
.
6
99
9
.
0
2.0%1:50
1.50%-7.9%
1:13
10.00%
-24.0%
1:4
1.98%2.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
37
.
6
99
4
.
7
-33.3%
1:
3
2.00%
38
.
2
99
4
.
6
-33.3%
1:
3
2.00%
R/W
45'
WETL
36'
R/W
45'
WETL
36'
R/W
44'
WETL
36'
R/W
43'
WETL
37'
R/W
42'
WETL
38'
R/W
42'
WETL
42'
R/W
41'
R/W
40'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
8
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
7
:
4
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C8.15CROSS SECTIONS
COUNTY ROAD 52
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
4+25
988
990
992
994
996
998
1000
1002
1004
1006
988
990
992
994
996
998
1000
1002
1004
1006
-3
9
.
5
99
8
.
6
28
.
0
99
6
.
5
-1
8
.
6
99
9
.
3
2.0%
1:50
1.50%2.00%
-33.3%1:3
10.00%
-24.3%
1:4
1.67%2.00%
4+50
990
992
994
996
998
1000
1002
1004
1006
990
992
994
996
998
1000
1002
1004
1006
-4
6
.
0
99
5
.
6
28
.
0
99
6
.
7
-1
8
.
6
99
9
.
4
-2.0%1:501.50%2.00%
-37.4%1:3
10.00%
-25.0%
1:4
0.91%2.00%
4+75
988
990
992
994
996
998
1000
1002
1004
1006
1008
988
990
992
994
996
998
1000
1002
1004
1006
1008
-4
6
.
9
99
6
.
4
28
.
0
99
6
.
9
-1
8
.
6
99
9
.
5
-2.0%1:501.50%2.00%
-27.2%1:4
10.00%
-25.6%
1:4
0.16%2.00%
5+00
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
-4
7
.
3
99
7
.
0
28
.
0
99
7
.
0
-1
8
.
6
99
9
.
7
-2.0%1:501.50%2.00%
-21.7%1:5
10.00%
-26.1%
1:4
0.60%2.00%
5+25
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
-4
7
.
6
99
7
.
5
28
.
0
99
7
.
3
-1
8
.
6
99
9
.
8
-2.0%1:501.50%2.00%
-18.0%1:6
10.00%
-26.8%
1:4
1.36%2.00%
5+50
990
992
994
996
998
1000
1002
1004
1006
1008
1010
990
992
994
996
998
1000
1002
1004
1006
1008
1010
-4
8
.
2
99
8
.
0
28
.
0
99
7
.
5
-1
8
.
6
10
0
0
.
0
-2.0%1:501.50%2.00%
-14.7%1:7
10.00%
-27.8%
1:4
2.00%2.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
38
.
7
99
4
.
5
-33.3%
1:
3
2.00%
40
.
6
99
4
.
0
-33.3%
1:
3
2.00%
42
.
0
99
3
.
8
-33.3%
1:
3
2.00%
43
.
8
99
3
.
4
-33.3%
1:
3
2.00%
16.67%
44
.
3
99
3
.
4
-33.3%
1:
3
2.00%
16.67%
39
.
0
99
5
.
4
-33.3%
1:
3
2.00%
16.67%
R/W
40'
R/W
39'
R/W
38'
R/W
38'
R/W
37'
R/W
37'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
8
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
7
:
5
3
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C8.16CROSS SECTIONS
COUNTY ROAD 52
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
5+75
992
994
996
998
1000
1002
1004
1006
1008
1010
992
994
996
998
1000
1002
1004
1006
1008
1010
-4
8
.
3
99
8
.
5
28
.
0
99
8
.
0
-1
8
.
6
10
0
0
.
3
-2.0%1:501.50%2.00%
-12.7%1:8
10.00%
-25.3%
1:4
2.00%2.00%
6+00
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
-4
7
.
0
99
9
.
0
28
.
0
99
8
.
8
-1
8
.
6
10
0
0
.
6
-2.0%1:501.50%2.00%
-12.7%1:8
10.00%
-20.5%
1:5
2.00%2.00%
6+25
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
-4
5
.
6
99
9
.
7
28
.
0
99
8
.
8
-1
8
.
6
10
0
1
.
0
-2.0%1:501.50%2.00%
-10.6%1:9
10.00%
-24.8%
1:4
2.00%2.00%
6+50
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
-3
6
.
8
10
0
1
.
6
28
.
0
99
8
.
9
-1
8
.
6
10
0
1
.
4
2.0%1:50
1.50%2.00%
10.00%
-26.9%
1:4
2.00%2.00%
6+75
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
1018
-3
7
.
4
10
0
1
.
7
28
.
0
99
9
.
2
-1
8
.
6
10
0
1
.
7
2.0%1:50
1.50%2.00%
10.00%
-26.6%
1:4
2.00%2.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
34
.
0
99
7
.
6
34.2
997.7
2.00%
16.67%
34
.
0
99
8
.
4
44
.
5
10
0
1
.
9
33.3%1:3
2.00%
16.67%
35
.
3
99
7
.
9
2.00%
16.67%
50
.
7
99
2
.
9
-33.3%
1:
3
2.00%
16.67%
52
.
6
99
2
.
6
-33.3%
1:
3
2.00%
16.67%
R/W
37'
R/W
37'
R/W
37'
R/W
64'
R/W
37'
R/W
52'
R/W
38'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
8
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
7
:
5
7
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C8.17CROSS SECTIONS
COUNTY ROAD 52
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
7+00
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
1016
-3
6
.
7
10
0
2
.
4
28
.
0
99
9
.
5
-1
8
.
6
10
0
1
.
9
2.0%1:50
1.50%
16.67%
10.00%
-26.5%
1:4
2.00%2.00%
7+25
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
-3
6
.
6
10
0
2
.
6
28
.
0
99
9
.
6
-1
8
.
6
10
0
2
.
0
2.0%1:50
1.50%
16.67%
10.00%
-26.4%
1:4
2.00%2.00%
7+50
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
-3
7
.
2
10
0
2
.
1
28
.
0
99
9
.
6
-1
8
.
6
10
0
2
.
0
2.0%1:50
1.50%2.00%
10.00%
-26.5%
1:4
2.00%2.00%
7+75
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
-3
7
.
5
10
0
1
.
9
28
.
0
99
9
.
4
-1
8
.
6
10
0
1
.
9
2.0%1:50
1.50%2.00%
10.00%
-26.7%
1:4
2.00%2.00%
8+00
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
-3
7
.
2
10
0
1
.
8
28
.
0
99
9
.
2
-1
8
.
6
10
0
1
.
7
2.0%1:50
1.50%2.00%
10.00%
-27.0%
1:4
2.00%2.00%
8+25
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
-3
7
.
0
10
0
1
.
6
28
.
0
99
8
.
9
-1
8
.
6
10
0
1
.
4
2.0%1:50
1.50%2.00%
10.00%
-27.3%
1:4
2.00%2.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
47
.
3
99
4
.
6
-33.3%
1:
3
2.00%
16.67%
41
.
3
99
6
.
7
-33.3%
1:
3
2.00%
16.67%
37
.
9
99
7
.
8
2.00%
16.67%
35
.
2
99
8
.
6
2.00%
34
.
2
99
8
.
7
2.00%
16.67%
36
.
8
99
7
.
1
2.00%
16.67%
FE
N
C
E
R/W
51'
R/W
39'
R/W
51'
R/W
39'
R/W
50'
R/W
40'
R/W
49'
R/W
41'
R/W
49'
R/W
41'
R/W
49'
R/W
42'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
8
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
8
:
0
3
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C8.18CROSS SECTIONS
COUNTY ROAD 52
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
8+50
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
-2
4
.
7
10
0
0
.
4
28
.
0
99
8
.
6
-1
8
.
6
10
0
0
.
9
-7.7%
1:131.50%-0.1%1:1304
10.00%
-27.7%
1:4
2.00%2.00%
8+75
984
986
988
990
992
994
996
998
1000
1002
1004
1006
984
986
988
990
992
994
996
998
1000
1002
1004
1006
28
.
0
99
8
.
3
-1
8
.
6
10
0
0
.
6
-2
4
.
7
10
0
0
.
1
10.00%
-28.0%
1:4
2.00%2.00%
-8.6%
1:12
9+00
982
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
982
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
-2
6
.
1
99
9
.
0
28
.
0
99
8
.
0
10.00%
-14.5%1:7
10.00%
-28.0%
1:4
2.00%2.00%
9+25
982
984
986
988
990
992
994
996
998
1000
1002
1004
1006
982
984
986
988
990
992
994
996
998
1000
1002
1004
1006
-2
7
.
3
99
8
.
2
28
.
0
99
7
.
9
10.00%
-18.2%1:6
10.00%
-26.4%
1:4
2.00%2.00%
9+50
982
984
986
988
990
992
994
996
998
1000
1002
1004
1006
982
984
986
988
990
992
994
996
998
1000
1002
1004
1006
-2
8
.
4
99
7
.
7
28
.
0
99
7
.
9
10.00%
-18.4%1:5
10.00%
-23.7%
1:4
2.00%2.00%
9+75
984
986
988
990
992
994
996
998
1000
1002
1004
1006
984
986
988
990
992
994
996
998
1000
1002
1004
1006
-2
9
.
2
99
7
.
4
28
.
0
99
8
.
1
10.00%
-19.1%1:5
10.00%
-20.5%
1:5
2.00%2.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
43
.
0
99
3
.
7
2.00%
16.67%
FE
N
C
E
-50.0%
1:
2
-3
8
.
8
99
8
.
6
48
.
0
99
0
.
9
1.54%16.71%
2.00%
16.67%
FE
N
C
E
-50.0%
1:2
-4
4
.
2
99
5
.
4
50
.
7
98
9
.
3
1.70%
16.85%
FE
N
C
E
-50.1%1:2
2.00%
16.67%
FE
N
C
E
-50.0%
1:2
-5
0
.
6
99
2
.
1
49
.
8
98
9
.
6
1.61%16.76%
FE
N
C
E
-50.1%1:2
2.00%16.67
%
FE
N
C
E
-50.0%
1:
2
-5
3
.
8
99
0
.
6
48
.
3
99
0
.
4
1.56%16.72%
FE
N
C
E
-50.0%1:2
2.00%16.67
%
FE
N
C
E
-50.0%
1:
2
-5
4
.
1
99
0
.
4
45
.
0
99
2
.
2
1.55%16.71%
FE
N
C
E
-50.0%1:2
2.00%16.67
%
FE
N
C
E
-50.0%
1:2
R/W
48'
R/W
42'
R/W
48'
R/W
42'
R/W
58'
R/W
42'
WETL
59'
R/W
58'
R/W
42'
WETL
54'
R/W
58'
R/W
42'
WETL
56'
R/W
59'
R/W
41'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
8
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
8
:
0
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C8.19CROSS SECTIONS
COUNTY ROAD 52
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
10+00
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
-2
9
.
8
99
7
.
0
28
.
0
99
8
.
7
10.00%
-20.7%1:5
10.00%
-13.3%
1:82.00%2.00%
10+25
986
988
990
992
994
996
998
1000
1002
1004
1006
986
988
990
992
994
996
998
1000
1002
1004
1006
-3
0
.
6
99
6
.
6
10.00%
-22.5%1:4
4.57%2.00%2.00%
10+50
986
988
990
992
994
996
998
1000
1002
1004
1006
986
988
990
992
994
996
998
1000
1002
1004
1006
-3
1
.
9
99
6
.
2
28
.
0
99
9
.
2
10.00%
-23.7%1:4 10.00%
-9.0%
1:11
2.00%2.00%
10+75
986
988
990
992
994
996
998
1000
1002
1004
1006
986
988
990
992
994
996
998
1000
1002
1004
1006
-3
2
.
9
99
6
.
1
28
.
0
99
8
.
3
10.00%
-23.9%1:4
10.00%
-18.8%
1:5
2.00%1.52%
11+00
984
986
988
990
992
994
996
998
1000
1002
1004
1006
984
986
988
990
992
994
996
998
1000
1002
1004
1006
-3
3
.
7
99
6
.
2
28
.
0
99
7
.
8
10.00%
-23.2%1:4
10.00%
-25.0%
1:4
2.00%0.76%
11+25
984
986
988
990
992
994
996
998
1000
1002
1004
1006
984
986
988
990
992
994
996
998
1000
1002
1004
1006
-3
4
.
4
99
6
.
4
28
.
0
99
8
.
0
10.00%
-23.0%1:4
10.00%
-25.2%
1:4
2.00%0.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-5
1
.
5
99
1
.
7
36
.
5
99
7
.
0
1.53%16.70%
FE
N
C
E
-50.0%1:2
2.00%
16.67%
FE
N
C
E
-5
1
.
0
99
1
.
9
1.58%16.73%
FE
N
C
E
-50.0%1:2
-5
1
.
4
99
1
.
9
35
.
9
99
8
.
2
1.56%16.70%
FE
N
C
E
-50.0%1:2
2.00%
16.67%
-5
3
.
9
99
1
.
1
34
.
3
99
7
.
8
1.50%16.66%16.65%
FE
N
C
E
2.00%
16.67%
-5
6
.
4
99
0
.
4
34
.
0
99
7
.
4
35
.
7
99
7
.
9
1.48%16.64%
FE
N
C
E
-50.0%1:2
2.00%
16.67%
-5
9
.
3
98
9
.
5
34
.
4
99
7
.
4
1.48%16.65%
FE
N
C
E
-50.0%1:2
2.00%
16.67%
R/W
59'
R/W
41'
R/W
59'
R/W
41'
R/W
59'
R/W
41'
R/W
60'
R/W
40'
R/W
60'
R/W
40'
R/W
60'
R/W
40'
WETL
56'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
8
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
8
:
1
3
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C8.20CROSS SECTIONS
COUNTY ROAD 52
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
11+50
984
986
988
990
992
994
996
998
1000
1002
1004
1006
984
986
988
990
992
994
996
998
1000
1002
1004
1006
-3
4
.
9
99
6
.
6
28
.
0
99
8
.
2
10.00%
-23.3%1:4
10.00%
-24.9%
1:4
2.00%0.75%
11+75
984
986
988
990
992
994
996
998
1000
1002
1004
1006
984
986
988
990
992
994
996
998
1000
1002
1004
1006
-3
5
.
5
99
6
.
8
28
.
0
99
8
.
5
10.00%
-24.1%1:4
10.00%
-26.1%
1:4
2.00%1.51%
12+00
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
-3
6
.
0
99
7
.
0
28
.
0
99
8
.
8
10.00%
-25.4%1:4
10.00%
-28.0%
1:4
2.00%2.00%
12+25
982
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
982
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
-29.8%1:3
-34.7%
1:
3
10.00%10.00%2.00%2.00%
12+50
982
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
982
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
-31.9%1:3
-37.8%
1:
3
10.00%10.00%2.00%2.00%
12+75
982
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
982
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
-34.2%1:3
-38.7%
1:
3
10.00%10.00%2.00%2.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
37
.
2
99
6
.
8
1.48%16.65%
FE
N
C
E
-34.0%1:3
-33.3%
1:
3
2.00%
16.67%
41
.
5
99
5
.
6
1.48%16.65%
FE
N
C
E
-34.8%1:3
-33.3%
1:
3
2.00%
16.67%
41
.
2
99
4
.
8
1.49%16.65%
FE
N
C
E
-35.6%1:3
2.00%
16.67%
FE
N
C
E
-50.0%
1:2
44
.
6
99
3
.
4
1.52%16.67%
FE
N
C
E
-34.3%1:3
-34.4%1:3
2.00%
16.67%
FE
N
C
E
-50.0%
1:
2
48
.
1
99
2
.
1
1.57%16.70%
FE
N
C
E
-35.7%1:3
-35.8%1:3
1.98%
16.64%
FE
N
C
E
-50.0%
1:2
51
.
7
99
1
.
1
1.57%16.70%16.70%
FE
N
C
E
-37.6%1:3
1.95%
16.62%
FE
N
C
E
-49.9%
1:
2
R/W
59'
R/W
41'
WETL
54'
R/W
59'
R/W
41'
WETL
53'
R/W
59'
R/W
41'
WETL
53'
R/W
58'
R/W
42'
WETL
52'
WETL
70'
R/W
58'
R/W
42'
WETL
52'
WETL
35'
R/W
58'
R/W
42'
WETL
52'
WETL
32'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
8
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
8
:
1
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C8.21CROSS SECTIONS
COUNTY ROAD 52
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
13+00
982
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
982
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
-35.8%1:3
-38.7%
1:
3
10.00%10.00%2.00%2.00%
13+25
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
-35.7%1:3
-38.7%
1:
3
10.00%10.00%2.00%2.00%
13+50
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
-39.9%
1:
3
-29.1%1:3
10.00%10.00%2.00%2.00%
13+75
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
-30.7%
1:3
-24.3%1:4
10.00%10.00%2.00%2.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
53
.
2
99
1
.
1
1.62%1.61%1.61%16.69%
FE
N
C
E
-39.3%1:3
1.95%
16.62%
FE
N
C
E
-49.9%
1:2
53
.
6
99
1
.
5
1.79%1.76%16.86%
FE
N
C
E
-31.8%1:3
1.98%
16.65%
FE
N
C
E
-50.0%
1:
2
53
.
6
99
2
.
1
1.93%1.93%1.92%
17.00%
FE
N
C
E
-35.6%1:3
2.10%
16.63%
FE
N
C
E
-49.3%
1:
2
55
.
6
99
3
.
7
1.92%1.93%1.93%
16.99%
FE
N
C
E
-41.2%1:2
2.23%
16.51%
FE
N
C
E
-49.0%
1:
2
R/W
68'
R/W
42'
WETL
52'
WETL
32'
R/W
67'
R/W
43'
WETL
54'
WETL
33'
R/W
67'
R/W
43'
WETL
59'
WETL
34'
R/W
67'
R/W
69'
WETL
68'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
8
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
8
:
2
3
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C8.22CROSS SECTIONS
COUNTY ROAD 52
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
15+00
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
-6
0
.
8
99
2
.
9
-33.3%1:3
-26.7%
1:4
10.00%10.00%2.00%2.00%
14+15
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
-21.2%
1:5
-12.6%1:8
10.00%10.00%2.00%2.00%
14+00
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
984
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
-26.1%
1:4
-17.7%1:6
10.00%10.00%2.00%2.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
70.0
996.0
1.39%16.42%
FE
N
C
E
-32.9%1:3
5.21%
14.58%
FE
N
C
E
-27.4%
1:4
54.9
996.5
60.2
994.1
1.48%16.66%
FE
N
C
E
-33.3%1:3
2.70%
16.89%
FE
N
C
E
R/W
65'
R/W
45'
WETL
32'
R/W
66'
R/W
49'
R/W
66'
R/W
59'
-2.9%1:34
9.34%9.33%1.88%1.86%1.85%1.89%1.91%1.91%1.91%1.91%-2.8%
1:36
-22.9%1:4
0.97%0.94%0.76%0.61%0.57%0.51%0.50%0.50%0.50%0.50%0.50%0.50%0.50%0.50%0.50%0.51%0.51%0.51%0.51%0.51%0.51%0.51%0.51%0.51%0.51%0.51%0.38%0.35%0.16%0.01%0.02%0.22%
R/W
48'
WETL
33'14+56.61
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
-60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
8
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
8
:
2
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C8.23CROSS SECTIONS
COUNTY ROAD 52
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
15+25
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
49
.
4
99
5
.
8
-5
1
.
9
99
5
.
0
2.00%2.00%10.00%
-33.3%
1:
3
10.00%
-33.3%1:3
15+50
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
986
988
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
1014
46
.
8
99
6
.
3
-4
8
.
4
99
5
.
8
2.00%2.00%10.00%
-33.3%
1:
3
10.00%
-33.3%1:3
15+75
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
44.8
996.6
-4
6
.
0
99
6
.
2
2.00%2.00%10.00%
-33.3%
1:
3
10.00%
-33.3%1:3
16+00
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
990
992
994
996
998
1000
1002
1004
1006
1008
1010
1012
43
.
2
99
6
.
6
-4
3
.
6
99
6
.
4
2.00%2.00%10.00%
-33.3%
1:
3
10.00%
-33.3%1:3
16+25
992
994
996
998
1000
1002
1004
1006
1008
1010
992
994
996
998
1000
1002
1004
1006
1008
1010
-3
2
.
0
10
0
0
.
5
-4
3
.
2
99
6
.
7
34
.
0
10
0
0
.
0
43
.
2
99
6
.
9
10.00%
-25.0%1:4
-33.3%1:3
10.00%
-25.0%
1:4
-33.3%
1:
3
2.00%2.00%
16+50
992
994
996
998
1000
1002
1004
1006
1008
992
994
996
998
1000
1002
1004
1006
1008
-3
2
.
0
99
9
.
9
-4
0
.
7
99
7
.
0
34
.
0
99
9
.
4
41
.
5
99
6
.
9
10.00%
-25.0%1:4
-33.3%1:3
10.00%
-25.0%
1:4
-33.3%
1:
3
2.00%2.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-14.2%
1:7-22.2%
1:5-12.8%
1:8-14.5%
1:7
-21.3%
1:5
60
.
0
99
3
.
6
0.21%
31.2%1:3
-30.3%
1:3
56
.
5
99
6
.
8
57
.
5
99
7
.
1
0.21%
31.2%
1:3
0.9%1:106
R/W
65'
R/W
45'
WETL
31'
R/W
65'
R/W
45'
WETL
28'
R/W
64'
R/W
46'
WETL
26'
R/W
64'
R/W
46'
WETL
24'
R/W
64'
R/W
46'
WETL
25'
R/W
64'
R/W
46'
WETL
28'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
8
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
8
:
3
3
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C8.24CROSS SECTIONS
COUNTY ROAD 52
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
16+75
992
994
996
998
1000
1002
1004
1006
1008
992
994
996
998
1000
1002
1004
1006
1008
-3
2
.
0
99
9
.
5
-3
8
.
8
99
7
.
2
34
.
0
99
9
.
0
39
.
9
99
7
.
0
10.00%
-25.0%1:4
-33.3%1:3
10.00%
-25.0%
1:4
-33.3%
1:
3
2.00%2.00%
17+00
992
994
996
998
1000
1002
1004
1006
1008
992
994
996
998
1000
1002
1004
1006
1008
-3
2
.
0
99
9
.
1
-3
6
.
9
99
7
.
5
34
.
0
99
8
.
6
37
.
9
99
7
.
3
10.00%
-25.0%1:4
-33.3%1:3
10.00%
-25.0%
1:4
-33.3%
1:
3
2.00%2.00%
17+25
992
994
996
998
1000
1002
1004
1006
1008
992
994
996
998
1000
1002
1004
1006
1008
-3
2
.
0
99
8
.
8
-3
4
.
7
99
7
.
9
34.0
998.3
36
.
9
99
7
.
3
10.00%
-25.0%1:4
-33.3%1:3
10.00%
-25.0%
1:4
-33.3%
1:
3
2.00%2.00%
17+50
992
994
996
998
1000
1002
1004
1006
1008
992
994
996
998
1000
1002
1004
1006
1008
-32.0
998.6
-3
2
.
9
99
8
.
3
34.0
998.1
36
.
4
99
7
.
3
10.00%
-25.0%1:4
-33.3%1:3
10.00%
-25.0%
1:4
-33.3%
1:
3
2.00%2.00%
17+75
992
994
996
998
1000
1002
1004
1006
1008
992
994
996
998
1000
1002
1004
1006
1008
-3
2
.
6
99
8
.
6
34
.
0
99
7
.
9
35
.
3
99
7
.
5
10.00%
-25.0%1:4
10.00%
-25.0%
1:4
-33.3%
1:
3
2.00%2.00%
18+00
992
994
996
998
1000
1002
1004
1006
1008
992
994
996
998
1000
1002
1004
1006
1008
33
.
0
99
7
.
8
-3
3
.
0
10
0
0
.
0
-27.3%
1:4
-12.8%1:8
10.00%
10.00%2.00%2.00%
18+25
992
994
996
998
1000
1002
1004
1006
1008
992
994
996
998
1000
1002
1004
1006
1008
33
.
0
99
7
.
9
-3
3
.
0
10
0
1
.
2
-26.7%
1:4
-4.5%
1:22
10.00%
10.00%2.00%2.00%
18+50
992
994
996
998
1000
1002
1004
1006
1008
992
994
996
998
1000
1002
1004
1006
1008
33
.
0
99
8
.
2
-3
3
.
0
99
9
.
5
-25.0%
1:4
-16.7%1:6
10.00%
10.00%2.00%2.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
R/W
63'
R/W
47'
WETL
31'
R/W
57'
R/W
47'
WETL
34'
R/W
53'
R/W
47'
WETL
35'
R/W
53'
R/W
47'
WETL
36'
R/W
52'
R/W
48'
WETL
38'
R/W
52'
R/W
48'
WETL
39'
R/W
52'
R/W
48'
WETL
42'
R/W
51'
R/W
49'
WETL
44'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
8
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
8
:
3
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C8.25CROSS SECTIONS
COUNTY ROAD 52
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
18+75
992
994
996
998
1000
1002
1004
1006
1008
992
994
996
998
1000
1002
1004
1006
1008
33
.
0
99
8
.
7
-3
3
.
0
10
0
0
.
0
-23.2%
1:4
-14.7%1:7
10.00%
10.00%2.00%2.00%
19+00
992
994
996
998
1000
1002
1004
1006
1008
992
994
996
998
1000
1002
1004
1006
1008
33
.
0
99
9
.
2
-3
3
.
0
10
0
0
.
0
-21.5%
1:5-16.3%1:6
10.00%
10.00%2.00%2.00%
19+25
992
994
996
998
1000
1002
1004
1006
1008
1010
992
994
996
998
1000
1002
1004
1006
1008
1010
33
.
0
99
9
.
9
-3
3
.
0
10
0
0
.
2
-18.6%
1:5-16.4%1:6
10.00%
10.00%2.00%2.00%
19+49.97
992
994
996
998
1000
1002
1004
1006
1008
1010
992
994
996
998
1000
1002
1004
1006
1008
1010
33
.
0
10
0
0
.
7
-3
3
.
0
10
0
0
.
7
-14.9%
1:7
-14.9%1:7
10.00%
10.00%2.00%2.00%
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
R/W
51'
R/W
49'
WETL
46'
R/W
51'
R/W
49'
WETL
45'
R/W
51'
R/W
49'
WETL
43'
R/W
50'
R/W
50'
WETL
50'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
C
3
D
\
1
1
7
5
5
4
C
8
0
1
.
d
w
g
10
/
1
6
/
2
0
2
5
9
:
2
8
:
4
3
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
DNR GATEWAY TRAIL
0N1.117554
0 BID 10/21/2025
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.
ISIAH BUBANY
61842 10/21/2025
ICB
ICB
CAQ
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
R
C8.26CROSS SECTIONS
COUNTY ROAD 52
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
X = 510908.174 Y = 280764.615
PC STA. 19+49.978 L CR 52
X = 510225.489 Y = 281227.518
PT STA. 11+25.152 L CR 52
X = 510486.355 Y = 281009.185
PC STA. 612+00.562 L TRAIL
X = 510494.496 Y = 281045.115
= 68°37' 32.9"
L CR 5214+50.17P.O.T. STA.
L TRAIL =611+63.72 P.O.T. STA.
INTERSECTION POINT
X = 510501.360 Y = 281075.410
PT STA. 611+32.658 L TRAIL
CONSTRUCTION NOTES:
FOR CONNECTION DETAILS.
USE HIDE-AWAY 1" DIAMETER CULVERT TIES, SEE STANDARD PLATE 3145
CHAMFER UNLESS OTHERWISE NOTED.
ALL EXPOSED CONCRETE EDGES SHALL BE FORMED WITH A ½" OR ¾"
TRAFFIC WILL BE DETOURED DURING CONSTRUCTION.
SEE GRADING PLANS FOR COMPLETE UTILITY INFORMATION.
IN ACCORDANCE WITH SPEC. 3301.
BARS MARKED WITH THE SUFFIX "E" SHALL BE EPOXY COATED
DESIGNATIONS.
THE BAR SIZES SHOWN IN THIS PLAN ARE IN U.S. CUSTOMARY
EXCEPT AS NOTED.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPEC. 2411 AND 2412.
ADDITIONAL REQUIREMENTS.
SEE SPECIAL PROVISIONS FOR ALL XXXX.6XX SERIES PAY ITEMS FOR
"STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN.
THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
B26-B27
B25
B24
B23
B22
B20-B21
B16-B19
B13-B15
B8-B12
B4-B7
B3
B2
B1
BORINGS
AS-BUILT BRIDGE DATA
CONCUIT SYSTEM DETAILS
PRECAST CONCRETE BARREL DETAILS
ORNAMENTAL METAL RAILING DETAILS
BRIDGE DETAILS
SOUTH HEADWALL REINFORCEMENT
SOUTH HEADWALL DETAILS
NORTH HEADWALL REINFORCEMENT
NORTH HEADWALL DETAILS
BRIDGE LAYOUT
TRANSVERSE SECTION & SCHEDULE OF QUANTITIES
GENERAL PLAN AND ELEVATION
0 15'30'
GENERAL ELEVATION
ALONG L TRAIL-LOOKING NORTH
C
EL. 990
EL. 980
EL. 970
EL. 1010
EL. 1000
INVERT EL. 991.658
TOP OF BITUMINOUS TRAIL EL. 993.658
END PRECAST BARREL
INVERT EL. 991.658
TOP OF BITUMINOUS TRAIL EL. 993.273
BEGIN PRECAST BARREL
4'-0" SHLD.4'-0" SHLD.
EL. 1020
EL. 1030
GRADE
PROFILE
V
P
T
S
T
A
.
6
1
1
+
0
9
.
9
1
7
E
L
.
9
9
3
.
1
8
2
C DE =0.273'
K = 11.436
EL. 993.055
STA. 610+84.917
50.000' L.V.C.
VPI
V
P
I
S
T
A
.
6
1
1
+
3
0
.
0
0
0
E
L
.
9
9
3
.
2
8
0
V
P
I
S
T
A
.
6
1
2
+
0
0
.
0
0
0
E
L
.
9
9
3
.
6
3
0
V
P
C
S
T
A
.
6
1
2
+
3
8
.
9
5
8
E
L
.
9
9
3
.
8
3
0
A
0.5%
2.0%2.0%
3.3%5.5%
GROUND
EXISTING
L CR 52
A
C
C
A
CIP WINGWALL
CIP WINGWALL
CIP WINGWALL
CIP WINGWALL
VARIES VARIES
77'-0" FRONT FACE HEADWALL TO FRONT FACE HEADWALL
12'-0"
LANE
12'-0"
LANE
T
RA
IL
1
0'
-0
"
4
5
3
2
1
RETAINING WALL
SHEET PILE
FENCE
k
a
t
e
.
m
c
g
u
i
r
e
3
:
2
3
:
2
4
P
M
1
0
/
1
4
/
2
0
2
5
p
d
f
-
B
a
n
d
W
.
p
l
t
c
f
g
B
M
I
_
.
t
b
l
H
:
\
S
C
N
D
\
N
1
3
1
1
7
5
5
4
\
C
A
D
\
O
R
D
\
S
C
N
D
-
N
1
3
1
1
7
5
5
4
\
B
r
i
d
g
e
\
F
i
n
a
l
\
b
r
X
X
X
X
X
_
s
1
2
0
0
1
.
d
g
n
DESIGN DATA
LIST OF SHEETS
DESCRIPTION
BRIDGE NO. 82J34
12' X 12' BOX CULVERT
OXBORO AVE N
UNDER CO RD 52 SOUTH OF
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
STATE BRIDGE ENGINEER
APPROVED:
DATE
DATELIC. NO.
R
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY
MINNESOTA DEPARTMENT OF TRANSPORTATION
SHEET OF
DES.
CHK.
DRN.
CHK.
NO.
GENERAL PLAN AND ELEVATION
CITY OF SCANDIA WASHINGTON COUNTY
R 20 W T 32 N SEC. 24
IDENTIFICATION NO. 513
RYAN R. EVANS
53921 DATE
LCS
AJL
LCS
AJL
B27B1
WITH 2017 EDITION).
SPECIFICATIONS (PRECAST SEGMENTS DESIGNED IN ACCORDANCE
DESIGNED IN ACCORDANCE WITH 2020 AASHTO LRFD BRIDGE DESIGN
SKEW ANGLE = 21° 16' 0.5"
EST. MAX. FILL DEPTH B = 2.4'
EST. MIN. FILL DEPTH A = 2.0'
BARREL LENGTH = 75'-0"
BARREL INSIDE HEIGHT = 12'-0"
BARREL INSIDE WIDTH = 12'-0"
HL-93 LIVE LOAD
OR fy = 65 KSI STEEL FABRIC
f'c = 5 KSI fy = 60 KSI REINF.
PRECAST CONCRETE:
f'c = 4 KSI n = 7.3 fy = 60 KSI REINF.
REINFORCED CONCRETE:
MATERIAL DESIGN PROPERTIES:
BRIDGE OPERATING RATING FACTOR RF = 1.30
HL-93 LRFR
HCADT (2045) = 20
PROJECTED ADDT (2045) = 435
CURRENT ADDT (2025) = 435
DESIGN SPEED = 45 MPH (ROAD) 20 MPH (TRAIL)
A B
C
D
GENERAL PLAN
0 15'30'
C
LEA
R
ZO
N
E
C
LEA
R
ZO
N
E
20'-
0"
SH
LD.
4'-
0"
LA
N
E
12'-
0"
LA
N
E
12'-
0"
SH
LD.
4'-
0"
X = 510494.496 Y = 281045.115
= 68°37' 32.9"
P.O.T. STA. 14+50.17
L CR 52
STA. 611+63.72
L TRAIL
CONTROL POINT
A
C
20'-
0"
AZ = 167° 14' 2.4"
2
Y = 281005.297
X = 510485.475
STA. 612+04.54
F.F. SOUTH HEADWALL
W.P. "C" &
& WORKING LINE
L TRAIL
1
4
+
5
0
1 3
4
5
A
1
5
1
4
1
2
'
-
0
"
T
R
A
I
L
611
612 40'-0"73'-0" B.F. HEADWALL TO B.F. HEADWALL
75'-0" PRECAST BARREL LENGTH
3
5'-0"
A
B
Y = 281080.394
X = 510502.489
STA. 611+27.59
F.F. NORTH HEADWALL
W.P. "A" &25'-0"2'-0" CIP HEADWALL2'-0" CIP HEADWALL
A
C
2
'
-
0
"
S
U
B
C
U
T
EL. 986.75
BOT. OF FTG.EL. 988.07
BOT. OF FTG.
1
1
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
BOX CULVERT NOTES:
1.
2.
3.
L BOX CULVERT
6'-0"
IN-SITU SOILS (TYP.)
TRANSVERSE SECTION
2'-0"
1
1.5
GRADE CO RD 52
PROPOSED FINAL
GRADING GRADE
APPROXIMATE
(TYP.)
1
1
UNDERPASS LUMINAIRE
2451.3C.2 AND 2106
3149.2G.1), COMPACTED PER SPEC.
2'-0" FINE AGGREGATE BEDDING (SPEC.
1.5%
M
I
N
.
C
L
R
.
1
0
'
-
0
"
2
5
1 4
3
1
2
3
4
5
APPLY MEMBRANE WATERPROOFING PER SPEC. 2481.3.B AT ALL BOX CULVERT JOINTS.
CLOSE JOINTS. APPLY MEMBRANE WATERPROOFING SYSTEM TO SEAL THE JOINT AT THE EXTERIOR FACE.
BOX CULVERT TONGUE AND GROOVE JOINTS SHALL NOT BE OVERSIZED. BOX CULVERT SECTIONS SHALL BE PLACED TO TIGHTLY
END SECTION LENGTH DETERMINATION.
DELAYED FABRICATION OF FINAL END SECTION(S) FOR CONTRACTOR FIELD MEASUREMENTS AND FINAL
ADDITIONAL CONTRACTOR FIELD SURVEY DURING PLACEMENT.
AS NEEDED FOR FUTURE SECTIONS TO BE CAST.
MEASURING LENGTH OF PRECAST BOX SECTIONS IN THE CASTING YARD WHEN FORMS ARE STRIPPED AND ADJUSTING FORMS
CONTROL DEVIATIONS MAY INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
OPERATIONS AND MEASURES TO BE IN PLACE TO CONTROL OFFSET DEVIATIONS AND TOTAL BOX LENGTH. MEASURES TO
THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN TO THE ENGINEER DOCUMENTING FABRICATION AND PLACEMENT
THE TOLERANCE RANGE NOTED ABOVE.
THE FIRST SEGMENT OF PRECAST CULVERT SHALL BE SET ACCORDING TO THE PRECISE LOCATION DETAILED IN THESE PLANS. THE FINAL SECTION MAY DEVIATE WITHIN
PRECAST LENGTH IS CONSIDERED TO BE +0" TO -6".
CULVERT PLACED LAST MAY NOT BE LOCATED EXACTLY PER DESIGN; THE ACCEPTABLE TOLERANCE RANGE FOR TOTAL
DUE TO TOLERANCES FOR PRECAST FABRICATION AND PRECAST PLACEMENT DURING CONSTRUCTION, THE END OF THE BOX
GRADING PLANS.
INCLUDED IN BRIDGE QUANTITIES, SEE
MIXTURE(2,B) - SPEC 230B - (SPWEA230B) NOT
3" TYPE SP 9.5 WEARING COURSE
QUANTITY NOTES:
IN THE LUMP SUM BID FOR STRUCTURE EXCAVATION. SEE SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS.
ALL DEWATERING ITEMS, LABOR, AND EQUIPMENT THAT ARE NEEDED TO COMPLETECONSTRUCTION SHALL BE INCLUDED
(P) DENOTES PLAN QUANTITY PAY ITEM AS PER MNDOT SPEC. 1901.
A
12'-0"
PROFILE GRADE
L TRAIL
C
1
20
DOWN STATIONUP STATION
BACKFILL MATERIAL
PAY LIMITS OF
EXCAVATION
PAY LIMITS OF STRUCTURAL
1
2
1
2
(SPEC. 3149.2D.3)
SELECT GRANULAR EMBANKMENT
3:1 MAX. SLOPE
2451.3C.2 AND 2106
3149.2G.1), COMPACTED PER SPEC.
2'-0" FINE AGGREGATE BEDDING (SPEC.
TYPICAL SECTION AT WALLS
1 4
5.5% MAX. SLOPE
B27B2
AJL
LCSLCS
AJL
STATEMENT OF QUANTITIES
TRANSVERSE SECTION
53920
RYAN EVANS
4'-
6
"
M
I
N.
6
7
7
3
8
8
INCLUDED IN PAY ITEM "MEMBRANE WATERPROOFING SYSTEM".
PLANS FOR ADDITIONAL DETAILS.
4" DIA. PERFORATED TP PIPE DRAIN WRAPPED IN GEOTEXTILE FABRIC, OUTLET INTO NEARBY DRAINAGE STRUCTURE. SEE GRADING
PROVISIONS.
APPLY SPECIAL SURFACE FINISH TO TOP AND SIDE FACES INSIDE OF BOX CULVERT. INCLUDED IN PAY ITEM '12X12 PRECAST CONCRETE BOX CULVERT'. SEE SPECIAL
BACKFILL SHOULD BE PLACED AND COMPACTED PER THE REQUIREMENTS OF MNDOT SPEC. 2106.
SHOULD BE PLACED AND COMPACTED PER THE REQUIREMENTS OF QUALITY COMPACTION PER MNDOT SPEC. 2451.3C.2 AND 2106.3.G.
A GEOTEXTILE SEPARATION FABRIC MEETING THE REQUIREMENTS FOR A TYPE 4 PER MNDOT SPEC. 3733. COARSE FILTER AGGREGATE
BE USED UPON THE DIRECTION OF THE FIELD GEOTECHNICAL ENGINEER. COARSE FILTER AGGREGATE SHALL BE ENVELOPED WITH
OF EXCAVATION. IF HIGH INSTABILITY OR GROUNDWATER IS ENCOUNTERED, COARSE FILTER AGGREGATE (MNDOT SPEC. 3149.2G.2) SHALL
FINE AGGREGATE BEDDING MATERIAL ASSUMES MODERATELY UNSTABLE OR CLAYEY SOILS MAY BE PRESENT AT THE BOTTOM
OVER EXCAVATION BENEATH TAPERS IS NOT PERMITTED UNLESS REQUIRED BY OSHA. (TYP.)
MAXIMUM EMBANKMENT PARTICLE SIZE WITHIN 2 FT. OF CULVERT IS 3" PER SPEC. TABLE 2106-3.3.
ACTUAL EXCAVATION SLOPE IS DETERMINED BY OSHA REGULATIONS AND IN-SITU SOILS.
1'-6" (TYP.)
SCHEDULE OF QUANTITIES - BRIDGE
ITEM NO.ITEM UNIT TOTAL
2106.507 SELECT GRANULAR EMBANKMENT (CV)CU YD 2862 (P)
2411.507 STRUCTURAL CONCRETE (1G52)CU YD 113 (P)
2411.507 STRUCTURAL CONCRETE (3G52)CU YD 197 (P)
2411.508 REINFORCEMENT BARS POUND 8150 (P)
2411.508 REINFORCEMENT BARS (EPOXY COATED)POUND 21580 (P)
2411.601 STRUCTURE EXCAVATION LUMP SUM 1
2411.628 ANTI-GRAFFITI COATING SQ FT 1664 (P)
2412.503 12X12 PRECAST CONCRETE BOX CULVERT LIN FT 75 (P)
2451.507 FINE AGGREGATE BEDDING (CV)CU YD 327 (P)
2475.503 ORNAMENTAL METAL RAILING DESIGN T-5 PC LIN FT 242 (P)
2481.601 MEMBRANE WATERPROOFING SYSTEM LUMP SUM 1
2502.601 DRAINAGE SYSTEM LUMP SUM 1
2545.501 CONDUIT SYSTEM LUMP SUM 1
2'-0"
3
'
-
0
"
SPECIAL PROVISIONS
(FULL LENGTH) - SEE
EPDM WATERPROOFING
(SPEC. 3149.2D.3)
EMBANKMENT
SELECT GRANULAR
6
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d
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
L BOX CULVERT
12'-0"
6'-0"
TRANSVERSE SECTION
TOP OF BEDDING/BEARING AREA
& WORKING LINE
L TRAIL
WORKING POINT LOCATIONS
NOTE: STATIONING IS ALONG L TRAIL & WORKING LINE
COORDINATE SYSTEM.
COORDINATES BASED ON WASHINGTON COUNTY
WORKING POINT LAYOUT
NOTES:
F.F. DENOTES FRONT FACE.
A
W.P. "A"
W.P. "C"
& WORKING LINE
L TRAIL
AZ = 167° 14' 2.4"
AZ = 1
2
4
° 0
5
' 1
5
.0
"
BOX CHAMFER
WEST EDGE OF
BOX CHAMFER
EAST EDGE OF
C
1
4
+
5
0 612+00611+50
A
C
A
C
X = 510494.496 Y = 281045.115
= 68°37' 32.9"
P.O.T. STA. 14+50.17
L CR 52
STA. 611+63.72
L TRAIL
CONTROL POINT (W.P. "B")
B27B3
AJL
LCSLCS
AJL
BRIDGE LAYOUT
53920
RYAN EVANS
6'-0"
HEADWALL
F.F. NORTH
HEADWALL
F.F. SOUTH
PROFILE GRADE
WORKING LINE DETAIL
SOUTH SIDE SHOWN - NOT TO SCALE
WORKING LINE DETAIL
NORTH SIDE SHOWN - NOT TO SCALE
AZ = 192° 45' 57.6"
AZ = 192° 45' 57.6"
F.F. SOUTH HEADWALL
F.F. NORTH HEADWALL
L TRAILA
AL TRAIL
WORKING LINE
WORKING LINE
STA. 612+04.54
W.P. "C"
STA. 611+27.59
W.P. "A"
STA. 611+27.53
STA. 612+04.55
2
⅛
"
4
¾
"
R = 43'-11⅞"
R = 33'-11¾"
W.P.
L CO RD 52
DIMENSIONS BETWEEN WORKING POINTS (FT)ELEVATIONS (FT)
POINT STATION X Y A B C TOP OF TRAIL DEPTH TO BEDDING/
BEARING LEDGE
TOP OF BEDDING/
BEARING LEDGE POINT
A 611+27.59 510502.489 281080.394 36.17 77.00 993.27 2.53 990.74 A
B 611+63.72 510494.496 281045.115 40.83 993.46 2.63 990.82 B
C 612+04.54 510485.475 281005.297 993.66 2.92 990.74 C
A
1
2
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
"8
3
5
6'-
3
14'-6⅞"
19'-7⅞"
NORTH HEADWALL FOOTING PLAN
A
REFERENCE LINE
F.F. HEADWALL &
55'-
0"
REFERENCE LINE
F.F. HEADWALL &2'-0"2'-0"8'-0"6'-0"
B27B4
AJL
LCSLCS
AJL
SHEET 1 OF 4
NORTH HEADWALL DETAILS
53920
RYAN EVANS
2'-0"
4'-0"5'-9"2'-3"W.P. "A"
PRECAST BARREL
EDGE OF FOOTING90°0'0"NORTH HEADWALL FOOTING PLAN
B.F. DENOTES BACK FACE.
F.F. DENOTES FRONT FACE.
NOTES:
L TRAIL
13'-0⅞"1'-6"
CL BOX CULVERT
SUMMARY OF QUANTITIES FOR NORTH HEADWALL
ITEM DESCRIPTION QTY.UNITS
SELECT GRANULAR EMBANKMENT (CV)535 CU YD
STRUCTURAL CONCRETE (1G52)71 CU YD
STRUCTURAL CONCRETE (3G52)125 CU YD
REINFORCEMENT BARS 5460 POUND
REINFORCEMENT BARS (EPOXY)13740 POUND
ANTI-GRAFFITI COATING 1057 SQ FT
FINE AGGREGATE BEDDING (CV)136 CU YD
ORNAMENTAL METAL RAILING DESIGN T-5 (PC)151 LIN FT
28'-
6"
2'-
0"
24'-
0"
155
°0'0
"27'-4⅝"24'-0 7/8 "135°0'0"
2'-0"
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
55'-
5⅜"
16'-0"
1
'
-
0
"
T
Y
P
.
17'-3¼"2'-0"23'-0"10"2'-0"2'-
0"
NORTH HEADWALL PLAN
L TRAILA
REFERENCE LINE
F.F. HEADWALL &
B27B5
AJL
LCSLCS
AJL
SHEET 2 OF 4
NORTH HEADWALL DETAILS
53920
RYAN EVANS
W.P. "A"
55'-
0"
NORTH HEADWALL PLAN
10"
2'-0"
1'-2"REFERENCE LINE
F.F. HEADWALL &
BOT. OF WALL
B.F. HEADWALL @
TOP OF WALL
B.F. HEADWALL @
W/ 2"X6" KEYWAY
CONSTRUCTION JOINT
DOWEL JOINT
½" CORK AND
W/ 2"X6" KEYWAY
CONSTRUCTION JOINT90°0'0"155
°0'0
"
PRECAST BARREL
B.F. DENOTES BACK FACE.
F.F. DENOTES FRONT FACE.
NOTES:
W/ 2"X6" KEYWAY
CONSTRUCTION JOINT
L BOX CULVERTC1'-2"W/ 2"X6" KEYWAY
CONSTRUCTION JOINT
14'-0"25'-10"53'-
0"
135°0'0"
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
27'-0"27'-0"
NORTH HEADWALL ELEVATION
EL. 989.84
BOT. OF FTG.
EL. 998.39
TOP OF WALL
EL. 1000.23
TOP OF WALL
EL. 1002.07
TOP OF WALL
GRADE
FINISHED
B27B6
AJL
LCSLCS
AJL
SHEET 3 OF 4
NORTH HEADWALL DETAILS
53920
RYAN EVANS
WEST END
20'-0"
27'-0"24'-0"
23'-0"53'-0"
96'-0"
NORTH HEADWALL ELEVATION
EL. 1005.74
TOP OF WALL
EL. 986.75
BOT. OF FTG.
EL. 1003.91
TOP OF WALL
GRADE
FINISHED
A
A
A
A
A
EAST END
+2"; COPING
2
'
-
0
"
(
T
YP
.
)
W/ 2"X6" KEYWAY
CONSTRUCTION JOINT
EL. 990.74
BEARING LEDGE
2'-0"
W/ 2"X8" KEYWAY (TYP.)
CONTRUCTION JOINT
DOWEL JOINT
L ½" CORK ANDC
C
C
SPECIAL SURFACE FINISH (MNDOT GRAY)
+0"; F.F. HEADWALL
W/ 2"X6" KEYWAY
CONSTRUCTION JOINT
INSIDE OF BOX CULVERT.
APPLY SPECIAL SURFACE FINISH TO TOP AND SIDE FACES
SEE PRECAST BARREL DETAILS ON SHEET NO. B23.
B.F. DENOTES BACK FACE.
F.F. DENOTES FRONT FACE.
NOTES:
SPECIAL SURFACE FINISH (MNDOT GRAY)
+0"; F.F. HEADWALL
+2"; COPING
1
2
B
B
4'-0"16'-0"
L TRAIL BOX CULVERT�
2
1
@ F.F. HEADWALL
EL. 993.27
TOP OF TRAIL
"
C
L
R
.
8
7
1
0
'
-
4
5'-0"
C
C
1'-0"
55'-0"
8" COPING
W/ 2"X4" KEYWAY
CONTRUCTION JOINT
W/ 2"X6" KEYWAY
CONTRUCTION JOINT
W/ 2"X6" KEYWAY
CONTRUCTION JOINT
SPECIAL SURFACE FINISH
LIMITS OF HEADWALL
SPECIAL SURFACE FINISH
LIMITS OF HEADWALL
EL. 994.99
TOP OF WALL
2
'-0
"
(TYP.)
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X
X
X
X
X
_
N
o
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t
h
h
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a
d
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a
l
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0
0
3
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d
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n
7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
NOTES:
1
RETAINING WALL SECTION AT BOX CULVERT
DETAIL B
SECTION A-A
2
8'-0"
"
2
1
1
'
-
1
0
S
T
R
.
C
O
N
C
.
(
1
G
5
2
)
"
2
1
1
B.F. HEADWALL
F.F. HEADWALL
EL. 1005.74
TOP OF WALL
EL. 988.63
TOP OF FTG.
REFERENCE LINE
V
A
R
I
E
S
3" BITUMINOUS TRAIL
F.F. HEADWALL
8
"
1'-4"
1'-2"
1
0
"
2"
BEARING LEDGE DETAIL
TOP OF FOOTING
W/ 2"X4" KEYWAY
CONSTRUCTION JOINT
3" BITUMINIOUS TRAIL C2H JOINT, SEE C2H JOINT DETAIL
2
TOP OF BEARING LEDGE
J
O
I
N
T
D
E
P
T
H
PRECAST SURFACE
C2H JOINT DETAIL
1/8"
"
2
1
2
EL. 991.66
INVERT
REFERENCE LINE
F.F. HEADWALL &
TOP OF HEADWALL LEVEL
1'-0"±
1
1
1
1
"
"
8
7
2
'
-
2
S
T
R
U
C
T
U
R
A
L
C
O
N
C
R
E
T
E
(
3
G
5
2
)
1
2
'
-
0
"
P
R
E
C
A
S
T
B
A
R
R
E
L
CULVERT
CONCRETE BOX
12'X12' PRECAST
1
'
-
9
"
"
8
7
1
7
'
-
2
SEE DETAIL B101.
BRIDGE NAME PLATE, PLACE ON EAST INSIDE FACE OF NORTH HEADWALL.
INCLUDED IN PAY ITEM 'MEMBRANE WATERPROOFING SYSTEM'. SEE SPECIAL PROVISIONS.
EPDM WATERPROOFING. PLACE AROUND TOP AND SIDE FACES OVER FULL LENGTH OF CULVERT.
SPECIAL PROVISIONS.
AND BOX/HEADWALL INTERFACE. INCLUDED IN ITEM 'MEMBRANE WATERPROOFING SYSTEM'. SEE
WATERPROOFING MEMBRANE PER SPEC. 2481. PLACE AROUND TOP AND SIDE FACES OF BOX JOINTS
(3G52)'.
1" THICK POLYSTYRENE TYPE A. INCLUDED IN BID PRICE FOR PAY ITEM 'STRUCTURAL CONCRETE
SEE PRECAST BARREL DETAILS ON SHEET NO. B23.
FINISH ALL EDGES OF CURB WITH ½" CHAMFER, EXCEPT WHERE OTHERWISE NOTED.
B.F. DENOTES BACK FACE.
F.F. DENOTES FRONT FACE.
3
4
4
3
1
S
T
R
U
C
T
U
R
A
L
C
O
N
C
R
E
T
E
(
3
G
5
2
)
6
'
-
0
"
5
5
7"
"2
13
3'-9"2'-0"2'-3"
TOP OF WALL
DESIGN T-5 PC
ORNAMENTAL METAL RAILING
4
'
-
6
"
DESIGN T-5 PC
ORNAMENTAL METAL RAILING
REFERENCE LINE
B.F. HEADWALL
B.F. HEADWALL
EL. 986.75
BOT. OF FTG.
B27B7
AJL
LCSLCS
AJL
SHEET 4 OF 4
NORTH HEADWALL DETAILS
53920
RYAN EVANS
8'-0"
"
2
1
1
'
-
1
0
S
T
R
.
C
O
N
C
.
(
1
G
5
2
)
"
2
1
1
EL. 988.63
TOP OF FTG.
"2
13
3'-9"2'-0"2'-3"
EL. 986.75
BOT. OF FTG.
F.F. HEADWALL
S
T
R
U
C
T
U
R
A
L
C
O
N
C
R
E
T
E
(
3
G
5
2
)
TOP OF WALL
DESIGN T-5 PC
ORNAMENTAL METAL RAILING
REFERENCE LINE
8'-0"
"
2
1
1
'
-
1
0
S
T
R
.
C
O
N
C
.
(
1
G
5
2
)
"
2
1
1
EL. 988.63
TOP OF FTG.
"2
13
3'-9"2'-0"2'-3"
EL. 986.75
BOT. OF FTG.
SECTION B-B
F.F. HEADWALL
S
T
R
U
C
T
U
R
A
L
C
O
N
C
R
E
T
E
(
3
G
5
2
)
TOP OF WALL
DESIGN T-5 PC
ORNAMENTAL METAL RAILING
REFERENCE LINE
B.F. HEADWALL
6'-0"
"
2
1
1
'
-
1
0
S
T
R
.
C
O
N
C
.
(
1
G
5
2
)
"
2
1
1
EL. 991.72
TOP OF FTG.
"2
13
2'-0"2'-0"2'-0"
EL. 989.84
BOT. OF FTG.
SECTION C-C
PRIOR TO SEALING THE JOINT
JOINT FACES BY SANDBLASTING
CLEAN AND DRY FULLY CURED
SEE DETAIL "B" (TYP.)
SEE DETAIL "B" (TYP.)
SEE DETAIL "B" (TYP.)
B.F. HEADWALL
4
'
-
6
"
"
8
7
1
7
'
-
2
"
T
O
8
3
V
A
R
I
E
S
1
1
'
-
1
1
'
-
9
"
3
REFERENCE LINE
F.F. HEADWALL &
4
'
-
6
"
"
8
3
V
A
R
I
E
S
6
'
-
5
⅞
"
T
O
1
1
'
-
1
1
'
-
9
"
4
'
-
6
"
"
8
7
V
A
R
I
E
S
6
'
-
9
⅝
"
T
O
1
2
'
-
3
1
'
-
9
"
SEE BEARING LEDGE DETAIL
VARIABLE AGGREGATE BASE
k
a
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APPROVEDDATECHK.TITLE:
H
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S
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1
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1
1
7
5
5
4
\
C
A
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\
O
R
D
\
S
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-
N
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3
1
1
7
5
5
4
\
B
r
i
d
g
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\
F
i
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a
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\
b
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X
X
X
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X
_
N
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a
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a
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5
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d
g
n
7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
NORTH HEADWALL FOOTING REINFORCEMENT
REFERENCE LINE
F.F. HEADWALL &
B27B8
AJL
LCSLCS
AJL
SHEET 1 OF 5
NORTH HEADWALL REINFORCEMENT
53920
RYAN EVANS6"@ ABT. 5⅞" SPA. = 14'-9⅛"29-A714E B.F. (DOWELS)10¾" SPA. = 7'-2"TOP & BOT. @9-A401@ ABT. 11¾" SPA. = 22'-6"24-A513E F.F. (DOWELS)3"59-
A
714E
B.
F. (
D
O
W
ELS) @
6"
SPA.
=
29'-
0"
@ 1'-0" SPA. = 13'-0"
14-A510E (DOWELS)
M
ATCH LINE A-A
M
ATCH LINE A-A
1
0
¾
"
S
P
A
.
=
7
'
-
2
"
T
O
P
&
B
O
T
.
@
9
-
A
4
0
2
21-A404
TOP & BOT. @
= 5'-2"
ABT. 10½" SPA.
1'-
7"
LA
P
DI
STA
N
C
E (
TYP.)
BARS AND DETAILS.
SEE STEPPED FOOTING DETAILS FOR ADDITIONAL
4-A513E F.F. (DOWELS) @ 1'-0" MAX. SPA.
3-A608 BOT. & TOP, FAN EQ. SPS. = 2'-5½"
3-A608 BOT. & TOP, FAN EQ. SPS. = 2'-5½"
4-A608 BOT. & TOP, FAN EQ. SPS. = 3'-6⅛"
4-A608 BOT. & TOP, FAN EQ. SPS. = 3'-6"
E.F. DENOTES EACH FACE.
B.F. DENOTES BACK FACE.
F.F. DENOTES FRONT FACE.
NOTES:
A406A405
6"
6"
81-
A
509
TO
P
&
B
O
T. @
1'-
0"
SPA.
=
80'-
0"
A
509
TO
P
&
B
O
T.
C
O
N
TI
N
U
ED @
1'-
0"
SPA.
=
80-
0"
28-
A
513E
F.
F. (
D
O
W
ELS) @
10¾"
SPA.
=
26'-
6"
33-
A
612E
B.
F. (
D
O
W
ELS) @
A
BT.
10"
SPA.
=
26'-
6"
33-
A
612E
B.
F. (
D
O
W
ELS) @
A
BT.
10"
SPA.
=
26'-
6"
6"
28-
A
513E
F.
F. (
D
O
W
ELS) @
A
B
T.
11¾"
SPA.
=
26'-
6"
6"
A
612E
B.
F. (
D
O
W
EL)
A
513E
F.
F. (
D
O
W
EL)
6"
3"
3"
6"
33-
A
612E
B.
F. (
D
O
W
ELS) @
A
BT.
10"
SPA.
=
26'-
6"
28-
A
513E
F.
F. (
D
O
W
ELS) @
A
BT.
11¾"
SPA.
=
26'-
6"
6"6"6"
W.P. "A"
6"
6'-0"6'-6""8754-A714E (DOWELS) @ 6" SPA. = 1'-6"3-A714E (DOWELS) @ 6" SPA. = 1'-0"SPA. = 9'-8½"ABT. 11⅝"(DOWELS) @11-A612E B.F.(TYP.)2" CLR. A3"D
30-
A
608
B
O
T. @
1'-
0"
SPA.
=
29'-
0"
36-
A
608
TO
P @
A
B
T.
10"
SPA.
=
29'-
0"
14-A608 BOT. @ 1'-0" SPA. = 13'-0"
17-A608 TOP @ 9¾" SPA. = 13'-0"
10¾" SPA. = 7'-2"
TOP & BOT. @
9-A403
A
B
C
D
28-
A
513E
F.
F. (
D
O
W
ELS) @
A
B
T.
11¾"
SPA.
=
26'-
6"
6"
E
F
F
L BOX CULVERT24-A608 BOT. @ 1'-0" SPA. = 23'-0"28-A608 TOP @ ABT. 10" SPA. = 23'-0"C
B C
E E
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APPROVEDDATECHK.TITLE:
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S
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1
1
7
5
5
4
\
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A
D
\
O
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D
\
S
C
N
D
-
N
1
3
1
1
7
5
5
4
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B
r
i
d
g
e
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F
i
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a
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b
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X
X
X
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N
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a
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6
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d
g
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
NORTH HEADWALL REINFORCEMENT
B27B9
AJL
LCSLCS
AJL
SHEET 2 OF 5
NORTH HEADWALL REINFORCEMENT
53920
RYAN EVANSA612E (DOWELS)B.F. TO MATCH1 SET OF 11-A521ETO MATCH A714E (DOWELS)1 SET OF 13-A723E B.F.TO MATCH A513E (DOWELS)1 SET OF 24-A522E F.F.A510E (DOWELS)
14-A520E TO MATCH
1
SET
O
F
2
8-
A
5
2
5
E
F.
F.
TO
M
ATCH
A
5
1
3
E (
D
O
W
ELS)
1
SET
O
F
2
8-
A
7
2
4
E
B.
F.
TO
M
ATCH
A
7
1
4
E (
D
O
W
ELS)
B.F. DENOTES BACK FACE.
F.F. DENOTES FRONT FACE.
NOTES:
A554E
A555E
1
SET
O
F
3
3-
A
5
2
8
E
B.
F.
TO
M
ATCH
A
6
1
2
E (
D
O
W
ELS)
1
SET
O
F
2
8-
A
5
2
9
E
F.
F.
TO
M
ATCH
A
5
1
3
E (
D
O
W
ELS)
A556E A557E
1-A726E
1-A726E
1-A527E 1-A527E
A558E (TYP.)
A559E (TYP.)
A553E
6"
A
5
2
8
E
B.
F.
6"
A
5
2
9
E
F.
F.
1
SET
O
F
3
3-
A
5
3
0
E
B.
F.
TO
M
ATCH
A
6
1
2
E (
D
O
W
ELS)
1
SET
O
F
2
8-
A
5
3
1
E
F.
F.
TO
M
A
TCH
A
5
1
3
E (
D
O
W
ELS)
1
SET
O
F
3
3-
A
5
3
2
E
B.
F.
TO
M
ATCH
A
6
1
2
E (
D
O
W
ELS)
6"
6"
1
SET
O
F
2
8-
A
5
3
3
E
F.
F.
TO
M
ATCH
A
5
1
3
E (
D
O
W
ELS)3"3"
3"
6"
6"
M
ATCH
LIN
E A-A
M
ATCH
LIN
E A-A3""4311L BOX CULVERTC
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7
5
5
4
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3
1
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7
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r
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a
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a
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.
d
g
n
7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
NORTH HEADWALL ELEVATION
B27B10
AJL
LCSLCS
AJL
SHEET 3 OF 5
NORTH HEADWALL REINFORCEMENT
53920
RYAN EVANS
NORTH HEADWALL ELEVATION
A
A
A
C
C
28-A534E TO MATCH STEM VERTICALS
B
B
M
A
T
C
H
L
I
N
E
A
-
A
M
A
T
C
H
L
I
N
E
A
-
A
1-A550E E.F.
1-A550E E.F.
A404
1
1
-
A
5
5
8
E
E
.
F
.
T
O
M
A
T
C
H
"
2
1
9
'
-
5
"
S
P
A
.
=
8
3
@
A
B
T
.
1
1
1
S
E
T
O
F
1
1
-
A
5
3
8
E
B
.
F
.
1
S
E
T
O
F
1
1
-
A
5
3
9
E
F
.
F
.
&
1
0
-
A
5
5
9
E
T
O
M
A
T
C
H
"
4
1
8
'
-
4
S
P
A
.
=
"
8
1
1
1
1
0
-
A
5
4
0
E
E
.
F
.
@
A
B
T
.
STEPPED FOOTING DETAIL "A"
2-A608 E.F
4
"
4
"
EL. 986.75
BOT. OF FTG.
DOWEL JOINT
" CORK AND2
1L A509 TOP & BOT.
2'-0"
4
'
-
1
0
"
& A404
A507, MATCH A403
A403
1-A608
1-A608
2"X8" KEYWAY (TYP.)
CONSTRUCTION JOINT W/
1'-0"
C
A404
A402 A403
A510E & A520E
84-A534E TO MATCH STEM VERTICALS CONTINUED
4-A534E TO MATCH STEM VERTICALS
EL. 989.84
BOT. OF FTG.
2'-5" MIN. LAP (TYP.)
" SPA.8
32-A549E E.F. @ ABT. 11
, 2-A558E E.F. TO MATCH"4
1" SPA. = 1'-108
31 SET OF 2-A543E B.F. & 1 SET OF 3-544E F.F. @ ABT. 11
, 2-A558E E.F. TO MATCH"4
1" SPA. = 1'-108
31 SET OF 2-A543E B.F. & 1 SET OF 3-544E F.F. @ ABT. 11
, 2-A559E TO MATCH"4
1" SPA. = 1'-108
31 SET OF 2-A543E B.F. & 1 SET OF 3-544E F.F. @ ABT. 11
, 2-A558E E.F. TO MATCH"4
3" SPA. = 1'-108
31 SET OF 2-A541E B.F. & 1 SET OF 3-542E F.F. @ ABT. 11
E.F. DENOTES EACH FACE.
B.F. DENOTES BACK FACE.
F.F. DENOTES FRONT FACE.
NOTES:
1-A553E E.F.1-A556E 1-A557E
A608 TOP & BOT.
1-A551E E.F.
1-A552E E.F.
1-A552E E.F.
1-A552E E.F.
1-A552E E.F.
C
C
"
8
1
1
1
6-A559E TO MATCH
6-A558E E.F. &
"8
5" SPA. = 4'-88
111
6-A540E E.F. @ ABT.
"
8
1
1
1
"
8
3
1
1
"
8
1
1
1
1
5
-
A
5
5
9
E
T
O
M
A
T
C
H
1
5
-
A
5
5
8
E
E
.
F
.
&
"
8
7
1
3
'
-
2
=
8
3
A
B
T
.
1
1
1
5
-
A
5
4
0
E
E
.
F
.
@
T
O
M
A
T
C
H
8
-
A
5
5
8
E
E
.
F
.
"
4
1
6
'
-
6
S
P
A
.
=
"
8
1
A
B
T
.
1
1
8
-
A
5
4
0
E
E
.
F
.
@
A525E F.F. & A724E B.F.
A531E F.F. & A530E B.F.A533E F.F. & A532E B.F.
4
"
4
"
4
"
4
"
DETAIL "A"
SEE STEPPED FOOTING
3
"
(T
YP
.)
A726E B.F.
A527E F.F. &
A726E B.F.
A527E F.F. &
4-A534E TO MATCH STEM VERTICALS
A723E B.F.A521E B.F.
A522E F.F.
A558E
A559E
A551E
TOP OF WALL
B.F. TAPER AT
@ 1'-0" SPA. = 13'-0"
14-A535E & 14-A536E
1-A551E
1-A552E
1-A552E
1-A552E
1-A552E
1
9
-
A
5
5
4
E
T
O
M
A
T
C
H
S
T
E
M
H
O
R
Z
.
A
10"6"
24-A534E TO MATCH STEM VERTICALS
A
A
B
C
D
E
B
C
D
E
F
F
F
F
1
9
-
A
5
5
5
E
T
O
M
A
T
C
H
S
T
E
M
H
O
R
Z
.
A401
6
-
A
5
5
9
E
T
O
M
A
T
C
H
6
-
A
5
5
8
E
E
.
F
.
&
"
4
3
4
'
-
8
"
=
8
3
A
B
T
.
1
1
6
-
A
5
3
7
E
E
.
F
.
@
"
8
3
1
1
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
NOTES:
1
RETAINING WALL SECTION AT BOX CULVERT SECTION A-A
B.F. HEADWALL
INCLUDED IN PRICE BID FOR "12X12 PRECAST BOX CULVERT".
PROVIDE CONCRETE CLEAR COVER AS NOTED. COST FOR FURNISHING AND INSTALLING BARS IS
FIELD BEND AS REQUIRED TO TIE TO WALL REINFORCEMENT LOCATED AT THE FRONT FACE AND
BARS SHALL BE SPACED AT 1'-0" MAX. AROUND THE PERIMETER OF THE PRECAST BOX CULVERT.
OF END SECTIONS. BARS SHALL BE 3'-4" LONG AND EMBEDDED 2'-8" INTO PRECAST BOX CULVERT.
PRECAST BOX CULVERT MANUFACTURER SHALL EXTEND #5 EPOXY COATED REINFORCEMENT OUT
E.F. DENOTES EACH FACE.
B.F. DENOTES BACK FACE.
F.F. DENOTES FRONT FACE.
B.F. HEADWALL
B27B11
AJL
LCSLCS
AJL
SHEET 4 OF 5
NORTH HEADWALL REINFORCEMENT
53920
RYAN EVANS
B.F. HEADWALL
SECTION B-B
B.F. HEADWALL
SECTION C-C
5"5"ABT. 10¾" = 7'-2"
A402 TOP & BOT. @
5
"
C
L
R
.
3
"
C
L
R
.
5"5"ABT. 10¾" = 7'-2"
A401 OR A403 TOP & BOT. @
3
"
C
L
R
.
5
"
C
L
R
.
5"5"ABT. 10¾" = 7'-2"
A401 TOP & BOT. @
3
"
C
L
R
.
5
"
C
L
R
.
5"5"ABT. 10⅜" = 5'-2"
A404 TOP & BOT. @
3
"
C
L
R
.
5
"
C
L
R
.
4
"
A513E
A714E
A513E
A612E
A612E
A513EA521E
A522E
A522E, A525E, OR A527E
A723E, A724E, OR A726E
2" CLR. (TYP.)
2" CLR. (TYP.)
2" CLR. (TYP.)
2
'
-
2
⅞
"
P
R
O
J
E
C
T
I
O
N
A608
A550E
A553E (TYP.)
A550E
CONCRETE BARREL DETAILS (TYP.)
#5 EPOXY COATED BAR, SEE PRECAST
A536E, PULL UP TO 2" CLR.
CLR.
2"
A510E
A520E
COVER (TYP.)
3" END
A551E OR A552E
&
M
I
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.
L
A
P
5
'
-
6
"
P
R
O
J
E
C
T
I
O
N
A535E, PULL UP TO 2" CLR.
A534E, PULL UP TO 2" CLR.
A534E, PULL UP TO 2" CLR.
A534E, PULL UP TO 2" CLR.
A608 A608
A509
1
A537E OR A538E
A551E
A552E
A537E OR A539E
REFERENCE LINE
F.F. HEADWALL &
REFERENCE LINE
F.F. HEADWALL &
REFERENCE LINE
F.F. HEADWALL &A540E, OR A542E
A537E, A539E,
A540E, OR A541E
A537E, A538E,
REFERENCE LINE
F.F. HEADWALL &
OR A533E
A529E, A531E,OR A532E
A528E, A530E,
&
M
I
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.
L
A
P
2
'
-
5
"
P
R
O
J
.
&
M
I
N
.
L
A
P
2
'
-
5
"
P
R
O
J
.
&
M
I
N
.
L
A
P
2
'
-
5
"
P
R
O
J
.
&
M
I
N
.
L
A
P
3
'
-
7
"
P
R
O
J
E
C
T
I
O
N
A540E OR A543EA540E OR A544E
&
M
I
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.
L
A
P
3
'
-
7
"
P
R
O
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E
C
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I
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A
5
5
3
E
CLR.
2"
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETSB27B12
AJL
LCSLCS
AJL
SHEET 5 OF 5
NORTH HEADWALL REINFORCEMENT
53920
RYAN EVANS
BAR BEND DETAILS
A511E
4'-11"A612E
A612E, A513E, A714E
A608, A509
6'-10" TO 7'-2"
5'-6"
1'-8"
3
'
-
2
"
A510E
3'-9"A513E
1'-9"
A4051'-9"1
1
1'-9"
A4061'-9"1
2
A535E
1
1
"
1
'
-
7
"
1'-0"
A534E
1'-0"
1
'
-
1
0
"
1
1
A536E
1'-0"
1
0
"
1'-6"
1
1
1
'
-
1
0
"
1'-6"
6'-4"
6
'
-
4
"1'-7"A550E
1
1
1
1
1
'
-
6
"
1'-9"2'-1"1'-4"2'-6"A554E
2
'
-
5
"
A559E
1'-6"
1
15
A556E & A557E
2'-4"3'-7"1
2
1
'
-
6
"
1'-6"2'-1"1'-3"2'-2"A555E
7'-6"
A509
A608
4
'
-
1
"
A507
3'-1"
A714E 6'-10"
1
2.2
A556E
2'-6"3'-5"BILL OF REINFORCEMENT FOR NORTH HEADWALL
BAR NUMBER LENGTH SHAPE LOCATION
A401 2 SETS OF 9 23'-10" TO 26'-9"FOOTING LONGITUDINAL
A402 2 SETS OF 9 14'-6" TO 19'-1"FOOTING LONGITUDINAL
A403 2 SETS OF 9 30'-2" TO 31'-9"FOOTING LONGITUDINAL
A404 42 27'-11"FOOTING LONGITUDINAL
A405 18 3'-6"FOOTING TIE
A406 18 3'-6"FOOTING TIE
A507 18 10'-3"FOOTING TIE
A608 181 8'-10"FOOTING TRANSVERSE TOP & BOTTOM
A509 162 6'-8"FOOTING TRANSVERSE TOP & BOTTOM
A510E 14 9'-8"FOOTING DOWEL UNDER BOX
A612E 110 5'-11"FOOTING DOWEL B.F.
A513E 144 4'-11"FOOTING DOWEL F.F.
A714E 95 8'-0"FOOTING DOWEL B.F.
A520E 14 3'-0"STEM BEARING LEDGE VERTICAL
A521E 1 SET OF 11 5'-7" TO 10'-1"STEM VERTICAL B.F.
A522E 1 SET OF 24 6'-5" TO 16'-11"STEM VERTICAL F.F.
A723E 1 SET OF 13 10'-10" TO 16'-1"STEM VERTICAL B.F.
A724E 1 SET OF 28 14'-5" TO 16'-2"STEM VERTICAL B.F.
A525E 1 SET OF 28 15'-3" TO 17'-0"STEM VERTICAL F.F.
A726E 13 16'-2"STEM VERTICAL B.F.
A527E 8 17'-0"STEM VERTICAL F.F.
A528E 1 SET OF 33 9'-5" TO 11'-3"STEM VERTICAL B.F.
A529E 1 SET OF 28 10'-3" TO 12'-1"STEM VERTICAL F.F.
A530E 1 SET OF 33 7'-7" TO 9'-5"STEM VERTICAL B.F.
A531E 1 SET OF 28 8'-5" TO 10'-3"STEM VERTICAL F.F.
A532E 1 SET OF 33 5'-9" TO 7'-7"STEM VERTICAL B.F.
A533E 1 SET OF 28 6'-9" TO 8'-7"STEM VERTICAL F.F.
A534E 144 5'-7"STEM TIE
A535E 14 3'-11"STEM TIE ABOVE BOX
A536E 14 4'-4"STEM TIE ABOVE BOX
A537E 12 22'-8"STEM HORIZONTAL
A538E 1 SET OF 11 1'-3" TO 20'-7"STEM HORIZONTAL B.F.
A539E 1 SET OF 11 3'-3" TO 22'-8"STEM HORIZONTAL F.F.
A540E 78 26'-8"STEM HORIZONTAL
A541E 1 SET OF 2 11'-2" TO 25'-1"STEM HORIZONTAL B.F.
A542E 3 SETS OF 3 9'-7" TO 26'-8"STEM HORIZONTAL F.F.
A543E 1 SET OF 2 11'-0" TO 24'-8"STEM HORIZONTAL B.F.
A544E 3 SETS OF 3 9'-8" TO 26'-8"STEM HORIZONTAL F.F.
A550E 8 14'-3"STEM BOX CULVERT CONFINEMENT
A551E 3 25'-0"STEM HORIZONTAL TOP
A552E 12 26'-9"STEM HORIZONTAL TOP
A553E 9 15'-0"STEM HORIZONTAL
A554E 19 9'-2"STEM CONSTRUCTION JOINT CORNER TIE
A555E 19 8'-6"STEM CONSTRUCTION JOINT CORNER TIE
A556E 3 5'-11"STEM CONSTRUCTION JOINT TIE
A557E 3 5'-11"STEM CONSTRUCTION JOINT TIE
A558E 100 5'-2"STEM CONSTRUCTION JOINT TIE
A559E 39 6'-4"STEM END TIE
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
36'-2½"41'-10⅜"SOUTH HEADWALL FOOTING PLAN
14'-5⅝"
19'-0⅞"
BOX CULVERT�
REFERENCE LINE
F.F. HEADWALL &
2'-0"
6'-9"
B27B13
AJL
LCSLCS
AJL
SHEET 1 OF 3
SOUTH HEADWALL DETAILS
53920
RYAN EVANS
W.P. "C"
4'-6"
2'-3"
35'-6⅜"40'-10"2'-0"
SOUTH HEADWALL PLAN2'-0"16'-0"
17'-4⅜"
REFERENCE LINE
F.F. HEADWALL &
W.P. "C"BOT. OF WALL
B.F. HEADWALL @
TOP OF WALL
B.F. HEADWALL @
PRECAST BARREL
W/ 2"X6" KEYWAY
CONSTRUCTION JOINT
W/ 2"X6" KEYWAY
CONSTRUCTION JOINT
W/ 2"X6" KEYWAY
CONSTRUCTION JOINT
W/ 2"X6" KEYWAY
CONSTRUCTION JOINT
150°0'0"135°
0'
0"
L TRAILA
FOOTING
EDGE OF
10"
2'-0"
1'-10"90°0'0"L TRAILA
BOX CULVERT�
1'-4¾"13'-0⅞"
2'-0"14'-0"
B.F. DENOTES BACK FACE.
F.F. DENOTES FRONT FACE.
NOTES:
SUMMARY OF QUANTITIES FOR SOUTH HEADWALL
ITEM DESCRIPTION QTY.UNITS
SELECT GRANULAR EMBANKMENT (CV)304 CU YD
STRUCTURAL CONCRETE (1G52)42 CU YD
STRUCTURAL CONCRETE (3G52)72 CU YD
REINFORCEMENT BARS 2690 POUND
REINFORCEMENT BARS (EPOXY)7840 POUND
ANTI-GRAFFITI COATING 607 SQ FT
FINE AGGREGATE BEDDING (CV)79 LIN FT
ORNAMENTAL METAL RAILING DESIGN T-5 (PC)91 LIN FT
34'-4¾"39'-0⅞"1
'
-
0
"
T
Y
P
.
33'-0"38'-0"90°0'0"135°
0'
0"
150°0'0"
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
20'-0"
19'-0"19'-0"
33'-0"38'-0"
16'-0"16'-6"16'-6"
91'-0"
EL. 1005.74
TOP OF WALL
SOUTH HEADWALL ELEVATION
EL. 988.07
BOT. OF FTG.
EL. 1000.69
TOP OF WALL
EL. 1001.22
TOP OF WALL
EL. 996.70
TOP OF WALL
EL. 995.64
TOP OF WALL
2
'-
0
"
(
T
YP
.
)
A
A
A
A
SPECIAL SURFACE FINISH (MNDOT GRAY)
+0"; F.F. HEADWALL
GRADE
FINISHED
BOX CULVERT�
B27B14
AJL
LCSLCS
AJL
SHEET 2 OF 3
SOUTH HEADWALL DETAILS
53920
RYAN EVANS
+2"; COPING
WEST END EAST END
OF BOX CULVERT.
APPLY SPECIAL SURFACE FINISH TO TOP AND SIDE FACES INSIDE
SEE PRECAST BARREL DETAILS ONSHEET NO. B23.
B.F. DENOTES BACK FACE.
F.F. DENOTES FRONT FACE.
NOTES:
W/ 2"X6" KEYWAY
CONSTRUCTION JOINT
W/ 2"X6" KEYWAY
CONSTRUCTION JOINT
B
B
B
B
L TRAILA
W/ 2"X6" KEYWAY
CONSTRUCTION JOINT W/ 2"X6" KEYWAY
CONSTRUCTION JOINT
W/ 2"X4" KEYWAY
CONSTRUCTION JOINT
1
2
1
2
"
C
L
R
.
8
1
1
0
'
-
0
5'-0"@ F.F. HEADWALL
EL. 993.66
TOP OF TRAIL
8" COPING
4'-0"
EL. 990.74
BEARING LEDGE
SPECIAL SURFACE FINISH
LIMITS OF HEADWALL
k
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
NOTES:
1
RETAINING WALL SECTION AT BOX CULVERT
DETAIL B
SECTION A-A
2
6'-9"
"
2
1
1
'
-
1
0
S
T
R
.
C
O
N
C
.
(
1
G
5
2
)
"
2
1
1
B.F. HEADWALL
F.F. HEADWALL
EL. 1005.74
TOP OF WALL
EL. 989.95
TOP OF FTG.
REFERENCE LINE
3" BITUMINOUS TRAIL
F.F. HEADWALL
8
"
1'-4"
1'-2"
1
0
"
2"
EL. 991.66
INVERT
REFERENCE LINE
F.F. HEADWALL &
TOP OF HEADWALL LEVEL
1'-0"±
1
1
1
1
"
1
'
-
0
"
S
T
R
U
C
T
U
R
A
L
C
O
N
C
R
E
T
E
(
3
G
5
2
)
1
2
'
-
0
"
P
R
E
C
A
S
T
B
A
R
R
E
L
CULVERT
CONCRETE BOX
12'X12' PRECAST
1
'
-
9
"
1
5
'
-
1
1
"
INCLUDED IN PAY ITEM 'MEMBRANE WATERPROOFING SYSTEM'. SEE SPECIAL PROVISIONS.
EPDM WATERPROOFING. PLACE AROUND TOP AND SIDE FACES OVER FULL LENGTH OF CULVERT.
SPECIAL PROVISIONS.
AND BOX/HEADWALL INTERFACE. INCLUDED IN ITEM 'MEMBRANE WATERPROOFING SYSTEM'. SEE
WATERPROOFING MEMBRANE PER SPEC. 2481. PLACE AROUND TOP AND SIDE FACES OF BOX JOINTS
SEE PRECAST BARREL DETAILS ON SHEET NO. B23.
FINISH ALL EDGES OF CURB WITH ½" CHAMFER, EXCEPT WHERE OTHERWISE NOTED.
B.F. DENOTES BACK FACE.
F.F. DENOTES FRONT FACE.
3
3
2
1
S
T
R
U
C
T
U
R
A
L
C
O
N
C
R
E
T
E
(
3
G
5
2
)
"2
13
2'-6"2'-0"2'-3"
TOP OF WALL
DESIGN T-5 PC
ORNAMENTAL METAL RAILING
4
'
-
6
"
DESIGN T-5 PC
ORNAMENTAL METAL RAILING
REFERENCE LINE
B.F. HEADWALL
B.F. HEADWALL
EL. 988.07
TOP OF FTG.
6'-9"
"
2
1
1
'
-
1
0
"
2
1
1
2'-6"2'-0"2'-3"
"2
13
EL. 989.95
TOP OF FTG.
EL. 988.07
TOP OF FTG.
S
T
R
.
C
O
N
C
.
(
1
G
5
2
)
B27B15
AJL
LCSLCS
AJL
SHEET 3 OF 3
SOUTH HEADWALL DETAILS
53920
RYAN EVANS
SECTION B-B
F.F. HEADWALL
S
T
R
U
C
T
U
R
A
L
C
O
N
C
R
E
T
E
(
3
G
5
2
)
TOP OF WALL
DESIGN T-5 PC
ORNAMENTAL METAL RAILING
REFERENCE LINE
B.F. HEADWALL
6'-9"
"
2
1
1
'
-
1
0
"
2
1
1
2'-6"2'-0"2'-3"
"2
13
EL. 989.95
TOP OF FTG.
EL. 988.07
TOP OF FTG.
S
T
R
.
C
O
N
C
.
(
1
G
5
2
)
SEE DETAIL "B" (TYP.)
SEE DETAIL "B" (TYP.)
V
A
R
I
E
S
4
'
-
6
"
"
T
O
1
5
'
-
1
1
"
2
1
V
A
R
I
E
S
1
0
'
-
1
0
1
'
-
9
"
2
4
'
-
6
"
"
4
3
"
T
O
1
1
'
-
4
8
7
V
A
R
I
E
S
5
'
-
9
1
'
-
9
"
SEE BEARING LEDGE DETAIL SHEET B7
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
SOUTH HEADWALL FOOTING REINFORCEMENT
B27B16
AJL
LCSLCS
AJL
SHEET 1 OF 4
SOUTH HEADWALL REINFORCEMENT
53920
RYAN EVANS
S
P
A. = 5'-1
1"
A
B
T. 1
1
¾"
&
B
O
T.
@
7-
B
4
0
1
T
O
P
S
P
A
.
=
5
'
-
1
1
"
A
B
T
.
1
1
¾
"
&
B
O
T
.
@
7
-
B
4
0
2
T
O
P SPA. = 5'-11"ABT. 11¾"& BOT. @7-B403 TOP@ ABT. 1'-0" SPA. = 13'-0"
14-B506 TOP & 14-A607 BOT.20-B607 BOT. @ 1'-0" SPA. = 19'-0"20-B506 TOP @ 1'-0" SPA. = 19'-0"4-B511E F.F. (DOWELS) @ 1'-0" MAX. SPA.
1 SET OF 3-B609 B.F. (DOWELS) @ 1'-0" SPA. = 2'-0"
3-A607 BOT. & 3-B506 TOP, FAN EQ. SPS. = 3'-0"
3-A607 BOT. & 3-B506 TOP, FAN EQ. SPS. = 3'-0"
3-A607 BOT. & 3-B506 TOP, FAN EQ. SPS. = 2'-5"
3-A607 BOT. & 3-B506 TOP, FAN EQ. SPS. = 2'-5"
E.F. DENOTES EACH FACE.
B.F. DENOTES BACK FACE.
F.F. DENOTES FRONT FACE.
NOTES:
B404
@ 1'-0" SPA. = 13'-0"
14-B508E (DOWELS)
17-B511E F.F. (DOW ELS) @ 1'-0" SPA. = 16'-0"43-B610E B.F. (DOWELS) @ 6" SPA. = 21'-0"20-B511E F.F. (DOWELS) @ 1'-0" SPA. = 18'-6"E
@ 1'-0" SPA. = 13'-0"
14-B610E B.F. (DOW ELS)
B405
SOUTH HEADWALL REINFORCEMENT
TO M ATCH B610E (DOW ELS)
1 SET OF 14-B551E B.F.
1 SET OF 34-B522E F.F. TO M ATCH B511E (DOW ELS)MATCH B610E (DOWELS)1 SET OF 20-B623E B.F. TO1 SET OF 40-B524E F.F. TO MATCH B511E (DOWELS)B508E (DOWELS)
14-B520E TO MATCH
B545E B546E
1-B625E 1-B625E
1-B526E 1-B526E
B550E (TYP.)
B549E (TYP.)
B544E
B547E B548E
17-B511E F.F. (DOW ELS) @ 1'-0" SPA. = 16'-0"
@ 6" SPA. = 18'-6"
38-B610E B.F. (DOW ELS)
6"
1'-0"
3"
TO M ATCH B610E (DOW ELS)
1 SET OF 19-B621E B.F.MATCH B610E (DOWELS)1 SET OF 20-B552E B.F. TO6"20-B610E B.F. (DOWELS) @ ABT. 1'-0" SPA. = 18'-6"6"6"6"6"19-B506 TOP & BOT. @ 1'-0" SPA. = 18'-0"3"3"ABT. 11⅝" SPA. = 18'-6"20-B511E F.F. (DOWELS) @ 3"
3"3"3"6"3'-3"
3-B610E (DOWELS) @ ABT. 6" = 1'-0"4-B610E (DOWELS) @ ABT. 6" = 1'-6"
6"
6"6"
W.P. "C"
6"
6'-0"6'-6"
(T
Y
P.)
2" CL
R.
1'-0" SPA. = 15'-0"
16-B506 TOP & BOT. @
CDA
B
A
B
C
D
E
18-B607 BOT. @ 1'-0" SPA. = 17'-0"
18-B506 TOP @ 1'-0" SPA. = 17'-0"
1'-0"
6"6"L BOX CULVERTC1'-0"F
F
F
L BOX CULVERTC
1-B543E E.F.
1-B543E
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6
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
SOUTH HEADWALL ELEVATION
A
A
A
A
B27B17
AJL
LCSLCS
AJL
SHEET 2 OF 4
SOUTH HEADWALL REINFORCEMENT
53920
RYAN EVANS
2'-5" MIN. LAP (TYP.)
4-B549E E.F. TO MATCH
1 SET OF 4-B538E B.F. @ ABT. 11¾" SPA. = 3'-11⅛"
1 SET OF 5-B539E F.F. &
4-B549E E.F. TO MATCH
1 SET OF 4-B536E B.F. @ ABT. 11¾" SPA. = 3'-11⅛"
1 SET OF 5-B537E F.F. &
5-B549E E.F. TO MATCH
1 SET OF 5-B533E B.F. @ ABT. 11¾" SPA. = 4'-10¾"
1 SET OF 6-B534E F.F. &
5-B549E E.F. TO MATCH
1 SET OF 5-B531E B.F. @ ABT. 11¾" SPA. = 4'-10¾"
1 SET OF 6-B532E F.F. &
E.F. DENOTES EACH FACE.
B.F. DENOTES BACK FACE.
F.F. DENOTES FRONT FACE.
NOTES:
1-B541E E.F.
1-B541E E.F.
6
-
E
5
5
0
T
O
M
A
T
C
H
@
A
B
T
.
1
1
¾
"
=
4
'
-
1
0
⅞
"
6
-
B
5
3
5
E
E
.
F
.
2
2
-
B
5
4
9
E
E
.
F
.
T
O
M
A
T
C
H
@
A
B
T
.
1
1
¾
"
=
9
'
-
9
⅝
"
1
1
-
B
5
3
5
E
E
.
F
.
C
5
-
B
5
5
0
E
T
O
M
A
T
C
H
@
A
B
T
.
1
1
¾
"
=
3
'
-
1
1
⅛
"
5
-
B
5
3
0
E
E
.
F
.
34-B527E TO MATCH STEM VERTICALS
4-B527E TO MATCH STEM VERTICALS
@ 1'-0" SPA. = 13'-0"
14-B528E & 14-B529E
4-B527E TO MATCH STEM VERTICALS
40-B527E TO MATCH STEM VERTICALS
1-B544E E.F.
1-B542E E.F.
1-B544E E.F.
B
B
B
B
1-B547E 1- B548E
B551E B.F. & B522E F.F.B621E B.F. & B522E F.F.
B625E B.F. & B526E F.F.B625E B.F. & B526E F.F.
B623E B.F. & B524E F.F.B552E B.F. & B524E F.F.B508E & B520E
4
"
1
1
¾
"
1
1
¾
"
4
"
1
1
¾
"
4
"
1-B543E E.F.
1-B542E E.F.1
1
¾
"
4
"
3" (TYP.)
B.F. TAPER AT TOP OF WALL
E
E
E
1-B542E
1-B543E
1-B542E
A
A
B
C
D
2
0
-
B
5
4
9
E
E
.
F
.
T
O
M
A
T
C
H
@
A
B
T
.
1
1
¾
"
=
8
'
-
9
⅞
"
1
0
-
B
5
3
0
E
E
.
F
.
E
1
7
-
B
5
4
5
E
T
O
M
A
T
C
H
S
T
E
M
H
O
R
Z
.
1
7
-
B
5
4
6
E
T
O
M
A
T
C
H
S
T
E
M
H
O
R
Z
.
B
D
k
a
t
e
.
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c
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3
:
2
3
:
4
8
P
M
1
0
/
1
4
/
2
0
2
5
p
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-
B
a
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APPROVEDDATECHK.TITLE:
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3
1
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7
5
5
4
\
C
A
D
\
O
R
D
\
S
C
N
D
-
N
1
3
1
1
7
5
5
4
\
B
r
i
d
g
e
\
F
i
n
a
l
\
b
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X
X
X
X
X
_
S
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a
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a
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l
0
0
7
.
d
g
n
7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
NOTES:
RETAINING WALL SECTION AT BOX CULVERT SECTION A-A
B.F. HEADWALL
INCLUDED IN PRICE BID FOR "12X12 PRECAST BOX CULVERT".
PROVIDE CONCRETE CLEAR COVER AS NOTED. COST FOR FURNISHING AND INSTALLING BARS IS
FIELD BEND AS REQUIRED TO TIE TO WALL REINFORCEMENT LOCATED AT THE FRONT FACE AND
BARS SHALL BE SPACED AT 1'-0" MAX. AROUND THE PERIMETER OF THE PRECAST BOX CULVERT.
OF END SECTIONS. BARS SHALL BE 3'-4" LONG AND EMBEDDED 2'-8" INTO PRECAST BOX CULVERT.
PRECAST BOX CULVERT MANUFACTURER SHALL EXTEND #5 EPOXY COATED REINFORCEMENT OUT
E.F. DENOTES EACH FACE.
B.F. DENOTES BACK FACE.
F.F. DENOTES FRONT FACE.
B27B18
AJL
LCSLCS
AJL
SHEET 3 OF 4
SOUTH HEADWALL REINFORCEMENT
53920
RYAN EVANS
B.F. HEADWALL
B511E
&
M
I
N
.
L
A
P
5
'
-
6
"
P
R
O
J
E
C
T
I
O
N
B520E
B541E
4
"
5"ABT. 10¾" = 5'-11"
B402 TOP & BOT. @
COVER (TYP.)
3" END
B607
5"ABT. 10¾" = 5'-11"
B401 OR B403 TOP & BOT. @
COVER (TYP.)
3" END
B506B506
B607
B542E OR B543E
REFERENCE LINE
F.F. HEADWALL &
REFERENCE LINE
F.F. HEADWALL &
B527E, PULL UP TO 2" CLR.
B544E (TYP.)
B528E, PULL UP TO 2" CLR.
B529E, PULL UP TO 2" CLR.
B541E
CONCRETE BARREL DETAILS (TYP.)
#5 EPOXY COATED BAR, SEE PRECAST 1
B508E
B610E
B621E, B623E, OR B625E
B522E, B524E, OR B526E
9
"
SECTION B-B
5
"
C
L
R
.
5
"
C
L
R
.
3
"
C
L
R
.
3
"
C
L
R
.
B535E, OR B537E
B530E, B534E,
B535E, OR B536E
B530E, B533E,
B506
5"ABT. 10¾" = 5'-11"
B401 OR B403 TOP & BOT. @
B506
COVER (TYP.)
3" END
&
M
I
N
.
L
A
P
5
'
-
6
"
P
R
O
J
E
C
T
I
O
N
B542E OR B543E
B527E, PULL UP TO 2" CLR.
B511E
B.F. HEADWALL
B551E OR B552E
REFERENCE LINE
F.F. HEADWALL &
B535E, OR B538E
B530E, B531E,
B522E OR B524E
B535E, OR B539E
B530E, B532E,
5
"
C
L
R
.
3
"
C
L
R
.
&
M
I
N
.
L
A
P
2
'
-
5
"
P
R
O
J
.
5"5"5"
&
M
I
N
.
L
A
P
2
'
-
5
"
P
R
O
J
.
B610E OR B609E
1
CLR.
2"
CLR.
2"
2" CLR. (TYP.)
2" CLR. (TYP.)
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETSB27B19
AJL
LCSLCS
AJL
SHEET 4 OF 4
SOUTH HEADWALL REINFORCEMENT
53920
RYAN EVANS
BAR BEND DETAILS
B609E
6'-10"B610E
B609E, B610E, B511E
B506, B607
6'-2" TO 6'-7"
6'-3"
1'-8"
2
'
-
0
"
B508E
3'-9"B511E
1'-10"
B4041'-10"1
1.7
1'-11"
B4053'-0"1
1
B528E
1
'
-
0
"
1
'
-
9
"
1'-0"
B527E
1'-0"
1
'
-
1
0
"
1
1
B529E
1'-0"
1
'
-
0
"
1'-6"
1
1
1
'
-
1
0
"
1'-6"
6'-4"
6
'
-
4
"1'-7"B541E
1
1
1
1.7
1
'
-
6
"
1'-7"2'-0"1'-4"2'-3"B545E
2
'
-
5
"
B550E
1'-6"
1
4.2
B548E
2'-7"3'-6"1
1
1
'
-
6
"
1'-10"2'-1"1'-5"2'-6"B546E
1
3.3
B547E
2'-4"3'-6"BILL OF REINFORCEMENT FOR SOUTH HEADWALL
BAR NUMBER LENGTH SHAPE LOCATION
B401 2 SETS OF 7 34'-0" TO 35'-7"FOOTING LONGITUDINAL
B402 2 SETS OF 7 14'-3" TO 18'-3"FOOTING LONGITUDINAL
B403 2 SETS OF 7 38'-9" TO 40'-0"FOOTING LONGITUDINAL
B404 14 3'-8"FOOTING TIE
B405 14 4'-11"FOOTING TIE
B506 134 7'-5"FOOTING TRANSVERSE TOP
B607 64 7'-7"FOOTING TRANSVERSE BOTTOM
B508E 14 7'-4"FOOTING DOWEL UNDER BOX
B609E 1 SET OF 3 7'-2" TO 7'-7"FOOTING DOWEL B.F.
B610E 122 7'-10"FOOTING DOWEL B.F.
B511E 82 4'-7"FOOTING DOWEL F.F.
B520E 14 1'-8"STEM BEARING LEDGE VERTICAL
B621E 1 SET OF 19 9'-10" TO 14'-9"STEM VERTICAL B.F.
B522E 1 SET OF 34 5'-8" TO 15'-7"STEM VERTICAL F.F.
B623E 1 SET OF 20 10'-5" TO 14'-9"STEM VERTICAL B.F.
B524E 1 SET OF 40 6'-8" TO 15'-7"STEM VERTICAL F.F.
B625E 10 14'-10"STEM VERTICAL B.F.
B526E 8 15'-8"STEM VERTICAL F.F.
B527E 82 5'-7"STEM TIE
B528E 14 4'-3"STEM TIE ABOVE BOX
B529E 14 4'-6"STEM TIE ABOVE BOX
B530E 30 16'-2"STEM HORIZONTAL
B531E 1 SET OF 5 2'-0" TO 14'-10"STEM HORIZONTAL B.F.
B532E 1 SET OF 6 1'-8" TO 16'-2"STEM HORIZONTAL F.F.
B533E 1 SET OF 5 2'-6" TO 15'-4"STEM HORIZONTAL B.F.
B534E 1 SET OF 6 2'-2" TO 16'-2"STEM HORIZONTAL F.F.
B535E 34 18'-8"STEM HORIZONTAL
B536E 1 SET OF 4 3'-4" TO 15'-9"STEM HORIZONTAL B.F.
B537E 1 SET OF 5 2'-10" TO 18'-8"STEM HORIZONTAL F.F.
B538E 1 SET OF 4 4'-11" TO 17'-4"STEM HORIZONTAL B.F.
B539E 1 SET OF 5 4'-5" TO 18'-8"STEM HORIZONTAL F.F.
B541E 8 14'-3"STEM BOX CULVERT CONFINEMENT
B542E 6 16'-11"STEM HORIZONTAL TOP
B543E 6 19'-2"STEM HORIZONTAL TOP
B544E 7 15'-0"STEM HORIZONTAL
B545E 17 8'-8"STEM CONSTRUCTION JOINT CORNER TIE
B546E 17 9'-4"STEM CONSTRUCTION JOINT CORNER TIE
B547E 6 5'-10"STEM CONSTRUCTION JOINT TIE
B548E 6 6'-1"STEM CONSTRUCTION JOINT TIE
B549E 102 5'-2"STEM CONSTRUCTION JOINT TIE
B550E 11 6'-4"STEM END TIE
B551E 1 SET OF 14 5'-9" TO 9'-10"STEM VERTICAL B.F.
B552E 1 SET OF 20 5'-10" TO 10'-3"STEM VERTICAL B.F.
DOWEL BAR ASSEMBLY
FULL DIAMETER
1'-0"1½"
AN APPROVED GREASE
COAT BAR WITH
1'-0" CENTERS VERTICALLY
SPEC. 3302 SPACED AT
COATED DOWEL BAR PER
1" DIA. X 2'-0" EPOXY SPACED AT 1'-0" CENTERS VERTICALLY
ELECTRICAL METALLIC TUBING (E.M.T.)
FLATTEN END
2
CORK AND DOWELED JOINT DETAIL
L JOINT
3"
(TYP.)
SYSTEM PER SPEC. 2481
MEMBRANE WATERPROOFING
1
'
-
1
0
"
CENTERED IN HEADWALL
(SEE DETAIL THIS SHEET)
DOWEL BAR ASSEMBLY
1'-0"
½" JOINT FILLER
(TYPICAL SECTION THROUGH JOINT)
4
1
3
REINFORCEMENT (TYP.)
HEADWALL
5
& REFERENCE LINE
FRONT FACE OF HEADWALL
1
1
"
NOTES:
1
2
3
4
5
MATERIALS ASSOCIATED WITH THE JOINT DETAILS SHOWN.
SUPPLIER THE RESPONSIBILITY OF SUPPLYING THE NECESSARY
THE CONTRACTOR SHALL ASSIGN TO THE REINFORCING BAR
SEE HEADWALL SHEETS FOR REINFORCING DETAILS.
AND PARALLEL TO THE WALL FACE, AND TO EACH OTHER.
DOWEL BAR ASSEMBLY MUSH BE PLACED PERPENDICULAR TO JOINT
RESISTANT TO CHEMICAL ACTION.
EFFECTIVE OVER THE FULL RANGE OF EXPECTED TEMPERATURES AND
GREASE SHALL BE AN APPROVED HIGH PRESSURE TYPE THAT IS
JOINT FILLER SHALL BE CORK SPEC. 2401.3.E.3.
BARS, JOINT FILLER, AND JOINT WATERPROOFING) ARE INCIDENTAL.
CONSTRUCTION JOINT (DOWEL BAR ASSEMBLIES, NO. 5 REINFORCING
THE MATERIALS AND PLACEMENT OF THE CORK AND DOWEL JOINT/
C
B27B20
AJL
LCSLCS
AJL
SHEET 1 OF 2
MISCELLANEOUS BRIDGE DETAILS
53920
RYAN EVANS
V
A
R
I
E
S
(TYPICAL SECTION THROUGH JOINT)
2" X 6" KEYWAY
CONST. JOINT AND
CONSTRUCTION JOINT DETAIL
BAR A558E OR B549E, 5'-2" LONG.
CONSTRUCTION JOINT REINFORCEMENT
SYSTEM PER SPEC. 2481.3B
MEMBRANE WATERPROOFING
(TYP.)
REINFORCEMENT
HEADWALL
FRONT FACE OF
2
"
M
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
A
A
⅞
"
³⁄��"
³⁄
�
�
"
³⁄
�
�
"
³⁄��"
⅝
"
¹⁵
⁄
�
�
"
¹⁵
⁄
�
�
"
1
"
¼"⅝"
⅞"
³⁄��"
1
"³⁄��
¾
"
LETTERS AND NUMBERS SHALL CONFORM TO THOSE SHOWN.
FURNISH 2 STEEL BOLTS ⅜" DIA. x 3" LONG WITH EACH PLATE.
DRAFT ON LETTERS AND NUMBERS SHALL NOT BE MORE THAN 3" IN 12".
TOP SURFACE OF LETTERS, NUMBERS AND FRAMES SHALL BE BURNISHED.
THE DASHED NUMBERS SHOWN ABOVE ARE FOR ILLUSTRATION.
DATA TO BE SHOWN ON NAMEPLATE IS AS FOLLOWS:
YEAR
⅛" R
5 ⅝"
⅜" DIA. BOLT
DRILL AND TAP FOR
4
⅝
"
6"
⅞"
¾"¾"
2
¹
⁵
⁄
�
�
"
LETTERS AND NUMBERS.
BE IN DIRECT PROPORTION TO THOSE SHOWN FOR THE 1" HIGH
ALL DIMENSIONS FOR ¾" HIGH LETTERS AND NUMBERS SHALL
BRIDGE
DETAIL NO.
DEPARTMENT OF TRANSPORTATION
STATE OF MINNESOTA
BRIDGE NAMEPLATE
(FOR NEW BRIDGES)
NOTES:
NUMBERS FOR NAMEPLATE
SECTION A-AELEVATION
PLAN VIEW
B101
SURFACE OF CONCRETE
SET NAMEPLATE FLUSH WITH
BALANCED LAYOUT IN PROPORTION TO SPACING SHOWN.
HORIZONTAL SPACING OF LETTERS AND NUMBERS SHALL PRODUCE A
MATERIAL SHALL COMPLY WITH SPEC. 3327.
09-11-2014
REVISION
B27B21
AJL
LCSLCS
AJL
SHEET 2 OF 2
MISCELLANEOUS BRIDGE DETAILS
53920
RYAN EVANS
82J34
2025
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT 82J34
SHEET NO. OF SHEETS
½" R (TYP.)
B
B
APPROVED:
CHK:
DR:
CHK:
DES:
LCS LCS
AJL
TITLE:
CERTIFIED BY
LIC. NO.
DATELICENSED PROFESSIONAL ENGINEER
NAME:
ANCHOR DETAIL
DETAIL "B"
L POST
3
¾
"
1
¼
"
1
¼
"
L POST
2"
5
"
3
¾
"
5
"
1
0
"
8"
2"2"2"
L POST
BASE PLATE
¹⁵⁄��" DIA. HOLE (TYP.)
2
"
P
R
O
J
E
C
T
I
O
N
BASE PLATE
L RAIL &
4
"
1
"
GENERAL NOTES
SECTION B-B
@ TOP OF BASE PLATE
⅜" DIA. WEEP HOLE
3
(6'-0" TALL OPTION SHOWN)
BAR (SPEC. 3306)
¾" x ¾" SOLID
RAIL SPINDLES
¼
¾" BASE PLATE
6½"
N
O
M
I
N
A
L
H
E
I
G
H
T
A
2
"
2
"
HSS4 x 4 x ¼
RAIL POST
¼" MIN. (TYP.)
HSS4 x 4 x ¼ POST
4'-6"
6'-0"
8'-0"
4'-0"
5'-6"
7'-6"
4'-10"
6'-10"
RAILING HEIGHT TABLE
NOMINAL HEIGHT
3'-4"
OUT-TO-OUT ALONG L ORNAMENTAL METAL RAILING
2-JAM NUTS OR LOCK NUT (TYP.)
CAP SCREW WITH WASHER AND
½" DIA. SOCKET A307 BUTTON HEAD
TYP.
TYP.
TO THE EDGE OF SIDEWALK PROFILE.
CURVE HORIZONTAL RAILS WHERE APPLICABLE AND PLACE RAILS PARALLEL
GROUNDING SYSTEMS.
PROVISIONS FOR DETAILS REGARDING BONDING MULTIPLE ELECTRICAL
PROVISIONS. REFER TO THE ELECTRICAL PLANS AND ELECTRICAL SPECIAL
CONTINUOUSLY GROUND ALL METAL RAILINGS; SEE THE SPECIAL
HSS3 X 2 X ³⁄�� RAIL (TYP.)(TYP. HORIZ. RAIL)
HSS3 x 2 x ³⁄��
NYLON SHIM
2½" x 1½" x ¼"
SHEET NO. OF SHEETS
BRIDGE NO.AJL
³⁄��
10'-0" MAX. RAIL POST SPACING
4
12" MIN.
(TYP.)
2'-6" MAX.
2
AA
CLEAR
½"
CLEAR
½"
NYLON SHIM (TYP.)
2½" x 1½" x ¼"
1
"
1
"
(TYP.)
1¾"
(TYP.)
WELD PLATE
1¼"1¼"
(TYP.)
L ½" x 2" x 3"
2½" x 3" SLOT
1¼"
BUTTON HEAD CAP SCREW
L ½" DIA. SOCKET A307
BUTTON HEAD CAP SCREW
L ½" DIA. SOCKET A307
(TYP.)
HSS3 x 2 x ³⁄��
(TYP.)
HSS3 x 2 x ³⁄��
TOP, MIDDLE AND BOTTOM RAIL)
HSS3 x 2 x ³⁄�� (TYP.
2½" x 3¼" SLOT AT BOTTOM OF
A B
4
STEEL CAP
4½" X 4½"
1
3RAILPOST CAP DETAIL
4½"
⅛"
⅛
"
⅜
"
1
"
⅛
TRAFFIC
SIDE
HOLE
VENT
1
SEE RAILPOST CAP DETAIL
VENT HOLE.
FACILITATE GALVANIZING. MAXIMUM HOLE SIZE IS ½" DIA.
THE CAP, ON THE NON-TRAFFIC SIDE OF THE POST AS NECESSARY TO
DRILL VENT HOLE IN THE RAIL POST WITHIN 2" OF THE UNDERSIDE OF
INSIDE ELEVATION OF RAILING
NECESSARY TO FACILITATE GALVANIZING.
DRILL ½" DIA. MAX. VENT HOLES ON THE UNDERSIDE OF RAIL TUBES AS
TO GALVANIZING.
WITH A SURFACE FINISH OF 1000 MICRO-INCH, OR SMOOTHER, PRIOR
PROVIDE A PYRAMID TOP STYLE STEEL CAP WELDED TO TOP OF POST
L HSS4 x 4 x ¼ POST
¾"x 8"x 10" ?
B
L RAIL, CURB & BASE PLATE
DETAIL "A" (TYP.)
DETAIL "C" (TYP.)
3¾"
DETAIL "C"
SECTION A-A
SPINDLE SPACING (TYP.)
3¾"
³⁄��
INSTALL RAIL POSTS AND SPINDLES PLUMB.
WITH SPEC. 3394, AFTER FABRICATION.
SPEC. 3392. GALVANIZE ALL OTHER STRUCTURAL STEEL IN ACCORDANCE
GALVANIZE BOLTS, NUTS, WASHERS AND ANCHORS IN ACCORDANCE WITH
(TYP. TOP, MIDDLE AND BOTTOM RAILS)
PLATES ON BOTH SIDES OF POST.
⅝" DIA. x 1" SLOTTED HOLE IN
L ⅝" DIA. HOLE IN TUBE.
WITH SPEC. 3306.
CONFORMING TO SPEC. 3361. PROVIDE ALL OTHER STEEL IN ACCORDANCE
PROVIDE A500, GRADE B STRUCTURAL STEEL TUBING (HSS) IN THE RAIL
4½" MAXIMUM
(TYP.)
½" R
UNDER POST
VENT HOLE CENTERED
3" x 3" SQUARE
(DESIGN T-5 CURB MOUNT)
ORNAMENTAL METAL RAILING
L ½" x 2" x 3" (TYP.)
³⁄��CANTILEVERS ONLY
TYP. EACH RAIL AT
DETAIL "A"
SPINDLE (TYP.)
½" x 3" END
(TYP.)
HSS3 X 2 X ³⁄��
TYP.
3 SIDES
TYP.
⅛
³⁄��
FIG. 5-397.165(A) (MOD.)
OTHER REQUIREMENTS NOT INCLUDED ON THIS SHEET.
REFER TO SPEC. 2475 AND THE SPECIAL PROVISIONS FOR COATING AND
(BOLT NOT SHOWN FOR CLARITY)
SEE DETAIL "B"
PROVISIONS FOR ADDITIONAL REQUIREMENTS.
TO THE APPROVED/QUALIFIED PRODUCTS LIST AND THE SPECIAL
RECOMMENDED BY THE MANUFACTURER. PROOF LOAD TO 8.8 KIPS. REFER
SURFACE AND TORQUE TO 60 FT-LBS UNLESS A HIGHER TORQUE IS
EMBEDMENT. ENSURE HEX NUT IS IN CONTACT WITH THE ADJACENT
THROUGH REINFORCEMENT (IF ENCOUNTERED) TO ACHIEVE MINIMUM
THAN 8" REGARDLESS OF CHARACTERISTIC BOND STRENGTH. DRILL
UNCRACKED CONCRETE OF 1.5 KSI. EMBED THE ANCHORAGE NO LESS
ADHESIVE WITH A MINIMUM CHARACTERISTIC BOND STRENGTH IN
SPEC. 3385, TYPE A OR B WITH HEX NUT AND WASHER. PROVIDE AN
ADHESIVE ANCHORAGE WITH ⅝" DIA. ANCHOR ROD IN ACCORDANCE WITH
REVISION: DECEMBER 21, 2022
INTEGRAL OR SEMI-INTEGRAL ABUTMENTUNDER THE LAWS OF THE STATE OF MINNESOTA
I AM A DULY LICENSED PROFESSIONAL ENGINEER
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
SEE CONCRETE CURB PLAN SHEET FOR CONTROL JOINT SPACING.
REVISION DESCRIPTION BYDATEREV. NO.
__
C
P
C
P
C C
C
C
C
C
C
C
B22 B27
SPECIFIC LAYOUT.
- UPDATED FOR PROJECT
MODIFICATIONS:
82J34
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d
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"
2
1
M
Ts Ts
T
b
T
t
As3
CUT BARS AS NECESSARY TO FIT TONGUE AT CORNERS
As1As4
4'-0" MINIMUM
3"3"
4"4"
TO FIT TONGUE AT CORNERS
NO. 3 BAR, CUT AS NECESSARY
T
t
T
b
T
I
E
H
O
L
E
1
As1
SEE FORMING DETAIL
PLAN
BOTTOM OF FORM
STEEL FORM OR EQUAL
SECTION
(TYP.)
1" CLEAR
"
2
1
"
2
1
3
(
T
Y
P
.
)
"
T
"
As2, As3, As4
BEVEL OPTIONAL
SMALL RADIUS OR
REINFORCEMENT
LONGITUDINAL
4"
3
BOTTOM OF FORM
SEE BARREL INFORMATION TABLE
FOR TRANSVERSE REINFORCEMENT
BAR REINFORCEMENT OPTION SHOWN
NO. 3 BAR
BAR REINFORCEMENT OPTION SHOWN
LONGITUDINAL BARREL SECTION
TRANSVERSE BARREL SECTION
TONGUE AND GROOVE JOINT DETAIL
FORMING DETAIL
FIG. 5-395.101(A) (MOD.)
As1, As7, As8
As8 6
As7 6
As2As6
2
3As6
3As6
3
As6 3
As6 3
As6 3
DISTRIBUTION SLAB
4REQUIRE A DISTRIBUTION SLAB
FILL HEIGHTS OF LESS THAN 2'-0"
DISTRIBUTION SLAB SECTION
DISTRIBUTION SLAB
4
REQUIRE A DISTRIBUTION SLAB
FILL HEIGHTS OF LESS THAN 2'-0"
6
"
6
"
DISTRIBUTION SLAB - LONGITUDINAL SECTION
NO. 3 HAUNCH BARS @ 1'-0" MAX SPACING
REINFORCEMENT
TRANSVERSE
AT START OF TOP SLAB RADIUS
DISTRIBUTION SLAB MAY END
6
"
M
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.
F
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P
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C
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A
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3
"
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6
"
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E
3
"
M
I
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.
F
O
R
OVER BARREL SEGMENTS.
JOINTS IN SLAB MUST BE CENTERED
@ 1'-0" SPACING (TYP.)
NO. 3 HAUNCH BARS
LONGITUDINAL REINFORCEMENT
48 INCHES.
WHEN SPACED AT A MAXIMUM OF
UTILIZED IN LIEU OF NYLON BOOTS
WIRE. PLASTIC SPACERS MAY BE
NYLON BOOTS ON EVERY FOURTH
48 INCHES.
WHEN SPACED AT A MAXIMUM OF
UTILIZED IN LIEU OF NYLON BOOTS
WIRE. PLASTIC SPACERS MAY BE
NYLON BOOTS ON EVERY FOURTH
GROOVE SHOWN
TONGUE AND
SHOWN FOR CLARITY
REINFORCEMENT NOT
2" MAX.2" MAX.
ACHIEVE COVER REQUIREMENTS
REINFORCEMENT AS NECESSARY TO
CUT OR BEND INSIDE
SPAN
R
I
S
E
38" FOR 11" WALL THICKNESS
38" FOR 10" WALL AND 12" SLAB
36" FOR 10" WALL AND 11" SLAB
34" FOR 10" WALL AND 10" SLAB
34" FOR 9" WALL THICKNESS
31" FOR 8" WALL THICKNESS
HAUNCH BAR LENGTH:
R
I
S
E
(
R
I
S
E
/
2
)
-
6
"
@ 1'-0" SPACING
(EPOXY COATED)
NO. 5 BARS
@ 1'-0" SPACING
(EPOXY COATED)
NO. 5 BARS
@ 1'-0" SPACING
NO. 5 BARS (EPOXY COATED)
@ 1'-0" SPACING
NO. 5 BARS (EPOXY COATED)
LAYER OF WELDED WIRE REINFORCEMENT
LAYER OF WELDED WIRE REINFORCEMENT
REINFORCEMENT LAYER DETAIL
PLACE THE WIRES OF THE WELDED WIRE REINFORCEMENT AS SHOWN
USED TO OBTAIN THE REQUIRED REINFORCEMENT AREAS,
WHEN MORE THAN ONE LAYER OF WELDED WIRE REINFORCEMENT IS
CHAMFER (4" MIN., 7" MAX.)(TYP.)
RADIUS (7" MIN., 1'-0" MAX.) OR
CONSTRUCTION NOTES
3
2
1
4
OUTSIDE FACE
INSIDE FACE
5
5
*
**
***
GREATER ARE DESIGNED FOR HL-93 LIVE LOADS INCLUDING THE DESIGN LANE LOAD.
LRFD 3.6.2.1) NOT INCLUDING THE DESIGN LANE LOAD. BOXES WITH SPANS OF 16 FT. OR
BOX CULVERTS WITH SPANS FROM 6 TO 14 FT. ARE DESIGNED FOR HL-93 LIVE LOADS (AASHTO
REQUIRED, REFER TO STANDARD PLATE 3145. IF REQUIRED, INDICATE "YES" IN THIS BOX.
FOR PEDESTRIAN CULVERT APPLICATIONS HIDE-AWAY OR RECESSED TIE CONNECTIONS ARE
***
***
DIMENSIONS
As1
SIZELOCATION
(IN.)
Tt
(IN.)
Tb
(IN.)
Ts
(IN.²/FT.)
AREA
(FT.)
LENGTH
(FT.)
M
As2
(IN.²/FT.)
AREA
(FT.)
LENGTH
As3
(IN.²/FT.)
AREA
(FT.)
LENGTH
As4
(IN.²/FT.)
AREA
(FT.)
LENGTH
(IN.²/FT.)
AREA
(FT.)
LENGTH(P.S.I.)
f'c
(LBS./FT.)
WEIGHT
(FT.)
RANGE
HEIGHT
FILL
CLASS
(IN.²/FT.)
AREA
(FT.)
LENGTH
As7 As8
REQUIRED
SLAB
DISTRIBUTION
BARREL INFORMATION TABLE
REQUIRED
TIE RODS
RECESSED
NO NO
(FT.)
SPAN
(FT.)
RISE
WELDED WIRE REINFORCEMENT
ACCORDANCE WITH SPEC. 3149.2B
SELECT GRANULAR MATERIAL IN
ACCORDANCE WITH SPEC. 3149.2B
SELECT GRANULAR MATERIAL IN
MINIMUM OF 0.06 SQ. IN./FT.
PLACE LONGITUDINAL REINFORCEMENT IN ALL SLABS AND WALLS WITH A
USE 12" VERTICAL, 12" HORIZONTAL HAUNCHES ON ALL BOX SIZES.
USE 1" DIAMETER CULVERT TIES. REFER TO STANDARD PLATE NO. 3145 FOR DETAILS.
LONGITUDINAL REINFORCEMENT IS PERPENDICULAR TO THE CULVERT SPAN.
TRANSVERSE REINFORCEMENT IS PARALLEL TO THE CULVERT SPAN.
EQUIPMENT SUCH AS PLATE COMPACTORS OR WALK BEHIND ROLLERS.
COMPACT THE FIRST 1.5' (LOOSE) OF FILL ABOVE THE BOX WITH LIGHT COMPACTION
SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER (SEE SPECIAL PROVISIONS)
SHOP DRAWING APPROVAL IN ACCORDANCE WITH SPEC. 3238.2A IS REQUIRED.
USE CONCRETE MIX NO. 3W82 WITH NO CALCIUM CHLORIDE ALLOWED.
OF THE CUT MEMBER TO REPLACE OR EXCEED THE CUT REINFORCEMENT.
WHEN REINFORCEMENT IS CUT, PLACE ADDITIONAL REINFORCEMENT ON BOTH SIDES
WIRE REINFORCEMENT IS ACCEPTABLE.
REINFORCEMENT, EXCEPT THAT THE ORIGINAL WELDING REQUIRED TO MANUFACTURE
WELDING IS NOT PERMITTED ON REINFORCEMENT BARS OR WELDED WIRE
THE MIN. LAP LENGTH FOR THE As7 AND As8 IS 15".
SPLICES OCCURRING IN THE CENTER OF THE TOP AND BOTTOM OF THE BOX SECTION,
WHEN USING As1, As7, AND As8 REINFORCEMENT AS ONE CONTINUOUS CAGE WITH
THAN 4". SPACE CENTER TO CENTER OF LONGITUDINAL WIRES NOT MORE THAN 8".
SPACE CENTER TO CENTER OF TRANSVERSE WIRES NOT LESS THAN 2" NOR MORE
REINFORCEMENT SIZE IS W23 PER LAYER (MAXIMUM OF 2 LAYERS).
MAXIMUM SIZE OF REINFORCEMENT BARS IS NO. 6. THE MAXIMUM WELDED WIRE
CRACKING BY DISTRIBUTION OF REINFORCEMENT".
CALCULATIONS VERIFYING COMPLIANCE WITH AASHTO 5.7.3.4. "CONTROL OF
REINFORCEMENT, INCREASE THE AREA OF REINFORCEMENT BY 8%, AND SUBMIT DESIGN
SPECIFICATIONS". IF BAR REINFORCEMENT IS SUBSTITUTED FOR WELDED WIRE
DEVELOP REINFORCEMENT IN ACCORDANCE WITH AASHTO "LRFD BRIDGE DESIGN
(c) 1 LAYER OF REINFORCEMENT BARS.
BARS OR
(b) 1 LAYER OF WELDED WIRE REINFORCEMENT AND 1 LAYER OF REINFORCEMENT
(a) 1 OR 2 LAYERS OF WELDED WIRE REINFORCEMENT OR
ANY OF THE FOLLOWING COMBINATIONS OF STEEL REINFORCEMENT MAY BE USED:
CONCRETE COVER FOR REINFORCEMENT IN TONGUE AND GROOVE DETAIL.
SHEAR REINFORCEMENT, EXCEPT FOR TONGUE AND GROOVE DETAIL. PROVIDE 1" MIN.
" MIN. AND 2" MAX. CONCRETE COVER ON ALL REINFORCEMENT, INCLUDING2
1PROVIDE 1
BARS IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO M259.
PROVIDE WELDED WIRE REINFORCEMENT, SHEAR REINFORCEMENT AND REINFORCEMENT
REQUIREMENTS FOR FILL BETWEEN ADJACENT BOXES.
BARRELS OF ADJACENT BOXES AND TO STANDARD FIGURE 5-395.115 FOR MATERIAL
REFER TO THE GENERAL PLAN AND ELEVATION SHEET FOR THE DISTANCE BETWEEN
CONSTRUCT CULVERTS IN ACCORDANCE WITH SPEC. 2412 EXCEPT AS NOTED.
As7 AND As8 REINFORCEMENT MAY BE PLACED INSIDE OR OUTSIDE OF As1.
REFER TO SPEC. 2412 FOR SEALANT REQUIREMENTS.
MAXIMUM SPACING ALONG THE PRECAST BOTTOM, TOP AND SIDES.
TONGUE AND GROOVE JOINT. PLACE A STRAIGHT #5 EPOXY COASTED BAT AT 1'-0"
FORM PRECAST ENDS TO BE LOCATED AT HEADWALL CONNECTIONS WITHOUT A
SLAB. IF A DISTRIBUTION SLAB IS NOT REQUIRED, INDICATE "NO" IN THIS BOX.
ALL CLASS 1 CULVERTS WITH FILL HEIGHTS OF LESS THAN 2'-0" REQUIRE A DISTRIBUTION
TITLE:
SHEET NO. OF SHEETS
APPROVED:
CHK:
DR:
CHK:
DES:LCS LCS
CERTIFIED BY:
LIC. NO.:
DATELICENSED PROFESSIONAL ENGINEER
BRIDGE NO.
NAME:
REVISION DESCRIPTION BYDATEREV. NO.
__
UNDER THE LAWS OF THE STATE OF MINNESOTA
I AM A DULY LICENSED PROFESSIONAL ENGINEER
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
BARREL DETAILS
PRECAST CONCRETE
6
12x12 1 5000 <3 12 12 9 10 8 5875 0.60 20'-0"3'-6"1.05 12'-6"1.04 12-6"0.31 12'-6"0.24 8'-11"0.24 8'-11"
B23 B27
2'-8"REINF. (TYP.)
PRECAST
#5E BAR4
PRECAST SECTION
POURED AROUND
HEADWALL CONC.
* ADDED DETAIL
FACE
INSIDE
END SEGMENT DETAIL
T
b
,
T
t
,
T
s
8"
2" CLR.
*
NOTE 4
* MODIFIED
STA. 611+30.60
82J34
AJL AJL
CENTERED IN SLAB/WALL
NOTES:
SEE ROADWAY LIGHTING PLANS FOR LUMINAIRE AND INTERIOR MOUNTED
ELECTRIAL SYSTEMS INFORMATION AND PAYMENT.
SEE ROADWAY LIGHTING PLANS FOR LOCATION OF HANDHOLE.
MEMBRANE WATERPROOFING SYSTEM.
1
2
3
4
SECTION A-A
ITEM "CONDUIT SYSTEM". UNLESS OTHERWISE NOTED.
ALL ITEMS INDENTIFIED IN THIS PLAN SHALL BE INCLUDED IN BID
ALL REQUIREMENTS OF SPECIAL PROVISION DIVISION SL.
THE ENGINEER BASED ON THE APPROVED LIGHTING SYSTEM MEETING
PLAN. FINAL LUMINAIRE LOCATIONS WILL BE DETERMINED BY
PRIOR TO INSTALLING THE CONDUIT SYSTEM SHOWN IN THIS
CONTRACTOR SHALL SUBMIT THE LUMINAIRES FOR APPROVAL
WATERPROOFING (INCIDENTAL).
INSERT CONDUIT SYSTEM. FILL HOLE WITH NON-SHRINK GROUT PRIOR TO
CONTRACTOR SHALL CORE DRILL THE PRECAST BOX CULVERT (2" MAX. DIAMETER) TO
LUMINAIRE PLAN
(INSIDE BOX CULVERT)
BRIDGE NO. 82J34
CONDUIT
SURFACE MOUNTED(TYP.)
LUMINAIRE
1
HANDHOLE 3
1
A
A
L BOX CULVERT
6'-0"
& WORKING LINE
L TRAILA
C
1
"M
I
N
.
HANDHOLE
CORE DRILL
4
3
2
1
(LIGHTING)
1½" PVC COATED RSC
LUMINAIRE
GRADE
PROPOSED FINAL
(TYP.)
CHAMFER
TRAIL
12'-0"
L TRAILA
612+00611+50
1
4
+5
0
TRAIL
8'-6"±8'-6"±3 SPS. @ 20'-0"± = 60'-0"
4 LUMINAIRES
B27B24
AJL
LCSLCS
AJL
CONDUIT SYSTEM DETAILS
53920
RYAN EVANS
FRONT FACE HEADWALL FRONT FACE HEADWALL
WALL &
TRAIL
CONTINUES
L CR 52C
L TRAILA
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
TITLE:
SHEET NO. OF SHEETS
APPROVED:
BRIDGE NO.
FIG. 5-397.900
AS-BUILT BRIDGE DATA
LOW SLUMP
OTHER
TYPE OR MANUFACTURER
JOINT MANUFACTURER
MANUFACTURER'S IDENTIFICATION
GLAND MANUFACTURER
SIZE OF GLAND
MANUFACTURER'S IDENTIFICATION
EXPANSION JOINTS
MFR'S No. AND/OR LETTER DESIGNATION FOR JOINT USED
MFR'S No. AND/OR LETTER DESIGNATION FOR GLAND USED
NAME AND ADDRESS (CITY, STATE)
NAME AND ADDRESS (CITY, STATE)
PLAN QUALITY
PAINT SYSTEM
MANUFACTURER
PRIME COAT
INTERMEDIATE COAT
FINISH COAT
NAME AND ADDRESS (CITY, STATE)
COLOR
OTHER ITEMS
UTILITIES ADDED DURING CONSTRUCTION AND SPECIALTY ITEMS.
1
1
FINAL QUANTITIES ENTERED ON SCHEDULE OF QUANTITIES:YES NO
SUMMARY OF SIGNIFICANT
AS-BUILT CHANGES
CHECKED BY:
DATE
DATE
THE AS-BUILT INFORMATION WAS ADDED TO THE PLAN BY:
(AS NEEDED)
AS-BUILT DETAILS
RATE 1 (AGREE), 2 (NEUTRAL), OR 3 (DISAGREE, PLEASE COMMENT BELOW)
COMMENTS:
COST:SUPPLEMENTAL AGREEMENTS:
NUMBER OF BRIDGE
$
SPACE PROVIDED AT RIGHT.
LIST SIGNIFICANT ERRORS OR OMISSIONS IN PLAN DETAILS OR PAY QUANTITIES IN THE
(SB) SPECIAL PROVISIONS ADEQUATELY DESCRIBED SPECIAL WORK AND PAYMENT.
SCALE OF DRAWINGS AND OVERALL LEGIBILITY OF LINES AND TEXT WAS GOOD.
BAR LISTS AND QUANTITIES WERE TYPICALLY COMPLETE AND FREE OF ERRORS.
DIMENSIONING AND DETAILING ADEQUATELY DESCRIBED REQUIRED CONSTRUCTION.
NAME AND ADDRESS (CITY, STATE)
MANUFACTURER
PRODUCT NAME:LOCATION:
ANTI-GRAFFITI COATING
ELASTOMERIC BEARING PADS
SPECIAL SURFACE FINISH
PAD MANUFACTURER
2478 OR 2479 OR OTHER
INSPECTOR(S) SIGNATURE
PROJECT ENGINEER/SUPERVISOR SIGNATURE
MnDOT SPECIFICATION NUMBER
MnDOT MATERIAL SPECIFICATION NUMBER
MnDOT MATERIAL SPECIFICATION NUMBER
MnDOT MATERIAL SPECIFICATION NUMBER
PRODUCT NAME:COLOR & TEXTURE:
COLOR & TEXTURE:
FINISHING ROADWAY FACES OF BARRIER OR PARAPET
PRODUCT NAME:
REVISION:
CHANGE OF VERTICAL CLEARANCE
THIS FORM IS AVAILABLE IN AN ELECTRONIC FORMAT AT:
TYPE A:TYPE B:TYPE C:TYPE D:TYPE E:TYPE F:REPAIR (SF)
CONCRETE SURFACEREMOVE & PATCH QUANTITIES (SF)
REINF. (SF)
CLEAN & PAINT
WEARING COURSE
- WHEN REHABILITATING A STRUCTURE - (SEND WHEN THE REHABILITATION IS COMPLETE)
- WHEN REMOVING A STRUCTURE - (SEND WHEN THE BRIDGE IS NO LONGER IN SERVICE)
- WHEN ADDING A NEW STRUCTURE - (SEND WHEN THE BRIDGE IS OPEN TO TRAFFIC)
(CONTACT THE BRIDGE INVENTORY MANAGEMENT UNIT AT 651-366-4557 IF YOU HAVE QUESTIONS)
OR REHABILITATING A STRUCTURE:
PLEASE GO TO THE FOLLOWING WEBSITE AND COMPLETE THE FORM WHEN ADDING, REMOVING
(CONTACT THE BRIDGE INVENTORY MANAGEMENT UNIT AT 651-366-4557 IF YOU HAVE QUESTIONS)
EXISTING BRIDGE STRUCTURE:
PLEASE GO TO THE FOLLOWING WEBSITE WHEN CHANGING THE VERTICAL CLEARANCE OF
NOTIFICATION TO ADD, REMOVE, OR REHAB A STRUCTURE
TO THE BRIDGE OFFICE VIA EMAIL AT: BridgeForms.dot@state.mn.us.
WHEN BRIDGE IS OPEN TO TRAFFIC, COMPLETE THIS AS-BUILT BRIDGE DATA SHEET AND SUBMIT
B25 B27 82J34
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B27B26
AJL
LCSLCS
AJL
SHEET 1 OF 2
BORING LOGS
53920
RYAN EVANS
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APPROVEDDATECHK.TITLE:
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS
B27B27
AJL
LCSLCS
AJL
SHEET 2 OF 2
BORING LOGS
53920
RYAN EVANS
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7533 SUNWOOD DRIVE N.W.
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATE
NO BY REVISIONS DESIGNED DRAWN
CHECKCHECKED
LIC. NO.
SCANDIA MNDNR GATEWAY TRAIL PROJECT
82J34
SHEET NO. OF SHEETS