Binder Park Drainage Improvements

ISSUED FOR BID
NOT FOR CONSTRUCTION
Project Office: Scale AS SHOWN BINDER PARK BARR PROJECT No.
BARR ENGINEERING CO. Date 05/29/2024 25271046.00
COLE COUNTY PUBLIC WORKS DRAINAGE IMPROVEMENTS
Drawn BKW2 CLIENT PROJECT No.
Checked EBG COVER SHEET, INDEX
Corporate Headquarters: Designed CAB DWG. No. REV. No. RELEASED
Minneapolis, Minnesota AND VICINITY MAP
NO. BY CHK. APP. DATE REVISION DESCRIPTION TO/FOR DATE RELEASED Ph: 1-800-632-2277 Approved CAB G-01 0
MA
13:11
5202/81/8
:ETAD
TOLP
1:1
:ELACS
TOLP
GWD.10G_CD_64017252\NOISIVID
WOLF
HGIH
KEERC
NOSREKCID\00.64017252\NGISED\:O
:ELIF
EBEIW
.K
NAIRB
:RESU
DDAC
BINDER PARK DRAINAGE IMPROVEMENTS
COLE COUNTY PUBLIC WORKS
JEFFERSON CITY, MO
PROJECT AREA
NOT TO SCALE
CLIENT -------
PERMIT -------
BID ---08/19/25---
4300 MARKETPOINTE DRIVE
CONSTRUCTION ------- SUITE 200
RECORD ------- MINNEAPOLIS, MN 55435
0 BKW2CAB CAB 08/19/25ISSUED FOR BID A B C 0 1 2 3 Ph: 1-800-632-2277
Fax: (952) 832-2601
www.barr.com
RD
YAW
MAILLIW
PROJECT
LOCATION
H E
N
W IC
K
LN
LOCATION MAP
N
NOT TO SCALE
REFERENCING
BULL ROCK DR
LIMITS OF SECTION CUT
SECTION IDENTIFIER
1
SECTION REFERENCES
C-02
(SHEET SECTION IS
LOCATED ON)
SECTION IDENTIFIER ABBREVIATIONS AND SYMBOLS
1 SECTION: SECTION TITLE APPROX APRROXIMATE
C-02 ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
SECTION REFERENCES ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
(SHEET SECTION IS CALLED OUT)
CONC CONCRETE
DIP DUCTILE IRON PIPE
EL ELEVATION
DETAIL IDENTIFIER F.F.E. FINISHED FLOOR ELEVATION
HARN HIGH ACCURACY REFERENCE NETOWRK
1
ID INSIDE DIAMETER
C-02
IE INVERT ELEVATION
VICINITY MAP
DETAIL REFERENCES N MAX MAXIMUM
(SHEET DETAIL IS SHEET INDEX
MIN MINIMUM
LOCATED ON)
SHEET TITLE NAVD NATIONAL AMERICAN VERTICAL DATUM
DETAIL IDENTIFIER G-01 . . . . . COVER SHEET, INDEX AND VICINITY MAP NGVD NATIONAL GEODETIC VERTICAL DATUM
NO. NUMBER 1 DETAIL: DETAIL TITLE
OC ON CENTER
C-02 NOTES: C-01 . . . . . EXISTING CONDITIONS AND REMOVALS
PVC POLYVINYL CHLORIDE
DETAIL REFERENCES
(SHEET DETAIL IS CALLED OUT) 1. COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, PERMITS, AND REGULATIONS. C-02 . . . . . PLAN VIEW ROW RIGHT-OF-WAY
C-03 . . . . . PROFILES TBD TO BE DETERMINED
2.VERIFY ALL QUANTITIES, GRADES, AND DIMENSIONS.
TYP TYPICAL
C-04 . . . . . DETAILS AND TECHNICAL SPECIFICATIONS
3.TOPOGRAPHIC INFORMATION BASED ON SITE SURVEYS CONDUCTED BY ENGINEERING SURVEYS & @ AT
SERVICES, DATED NOVEMBER 22, 2024. SURVEY PERFORMED WITH VERTICAL DATUM OF NAVD 88 (FEET).
DIAMETER
4.FIELD-LOCATE ALL SITE UTILITIES (PRIVATE AND PUBLIC) PRIOR TO STARTING THE WORK. ALL UTILITIES
Know what's below. SHOWN ON THE PLANS ARE APPROXIMATE. ANY UTILITIES DAMAGED BY CONTRACTOR SHALL BE
PROJECT DATUM: REPAIRED TO THE SATISFACTION OF UTILITY OWNER AT CONTRACTOR'S COST.
Call 811
before you dig.
HORIZONTAL:MISSOURI STATE PLANE (NAD83), CENTRAL ZONE, US FOOT
VERTICAL: NAVD 88
RD
KCOR
TLIPS
UTILITY NOTES
THE LOCATIONS, SIZES, AND MATERIAL TYPES OF UNDERGROUND UTILITIES
INDICATED ON THE DRAWINGS, NOT VISIBLE OR APPARENT FROM THE SURFACE, ARE
SHOWN IN THEIR APPROXIMATE LOCATIONS FROM A MISSOURI ONE CALL SYSTEM
LOCATE, OR UTILITY COMPANY RECORDS AND WERE NOT VERIFIED IN THE FIELD.
UNDERGROUND UTILITY SERVICES TO BUILDINGS WERE NOT LOCATED.
WATER TELECOMMUNICATIONS
COLE COUNTY PUBLIC WATER SUPPLY DISTRICT NO.1 BRIGHTSPEED
4346 RAINBOW DRIVE 625 CHERRY STREET
JEFFERSON CITY, MISSOURI 65109 COLUMBIA, MISSOURI 65201
CONTACT: RUTH WINTERS 573-893-2848 CONTACT: 573-681-2503
AS SHOWN AS SHOWN
ELECTRIC SOCKET TELECOM
AMEREN MISSOURI 2703 CLARK LANE,
MADISON STREET COLUMBIA, MISSOURI 65202
JEFFERSON CITY, MISSOURI 65101 CONTACT: (800) 762-5383
CONTACT: (800) 552-7583 AS SHOWN
AS SHOWN
SANITARY SEWER
THREE RIVERS ELECTRIC COOPERATIVE CITY OF JEFFERSON
4800 STATE ROUTE E DEPARTMENT OF PUBLIC WORKS
JEFFERSON CITY, MISSOURI 65101 320 EAST McCARTY STREET
CONTACT: 573-644-9000 JEFFERSON CITY, MISSOURI 65101
AS SHOWN CONTACT: ERIC SEAMAN 573-634-6410
AS SHOWN
GAS
AMEREN MISSOURI STORM SEWER
MADISON STREET COLE COUNTY
JEFFERSON CITY, MISSOURI 65101 PUBLIC WORKS
CONTACT: (800) 552-7583 5055 MONTICELLO RD
AS SHOWN JEFFERSON CITY, MO 65109
MERIWETHER DR

605
SAN
V C
P
61
2
5
0
5" 6
1
EX MH #4 A N 2 5
9 S 6
5 9 RIM=603.86
S (IN) IE.=593.58
NE (OUT) IE.=593.41 A N S
0
9 8 3 5 6
N
A
5 S
5 9 7 9 5 6 0 5
N
P S A
C
6
0 6
606
5 "
V 630
1 A N S
0
6 0 625
596 607 S A N 620
600
5
596
607 615
5 9 N 610 S A 600
6
0
605
5
N
A
S
6
608
EX MH #3
0
8 RIM=604.93
6
0
SAN SW (IN) IE.=597.01
5 6 N (OUT) IE.=594.68
0
6
0
SAN
0
6 4 609
6
0
C P SAN 605
9
SAN
610
0 0
6 SAN
5 6
6 0 0 7 P
609
5"
V C SAN
1
SAN
609
SAN 610
608
605 SAN
6
0
SAN
7
SAN
608 SAN 606
X X X X
X
6
X
0 9
X
X XXXXXXXXXXXX
X X X S A N 607
X
X X
X X EX TBM #2
X X A N
X S RIM=606.24
X X
X X X X X S (IN) IE.=599.04 SURVEY CONTROL POINTS
6 XXXXXX X X A N NE (OUT) IE.=599.02
1 S
0 MODIFIED STATE PLANE COORDINATES
NAD 83, MISSOURI CENTRAL ZONE, NAVD 88, U.S. SURVEY FEET
6 5 0 7 0 7 S A N 6 0
6 6 CONTROL POINTS
1 6
5 P
C
N POINT # NORTHING EASTING ELEVATION
S A IE.=605.94
6 1 CP4 1007851.06 1698208.31 608.59 2 2 5
0
S A N
"
C M P 6
0
1 0 CP5 1008310.58 1698368.59 600.20
P IE 6 5
C .=
6
1
V 6 CP6 1007569.64 1698152.44 606.91
6 5 " S A
N 0
5 .6
2 5 1 6 CP7 1007378.60 1698332.70 607.39
0
2
630 S A N 6 2 5 CP8 1007320.35 1698185.11 612.76
6
2 CP9 1007203.96 1698313.58 610.19
2
S
A N
0
1.
6
= 630
E.
N 6 PI
6 S A 6 0 5 M
3 0 C
5 6 0 5 0 " ST 635
6 4
N 6
S A 0 7 6
6 6
6
0 9
0 8
0
1.
6
6 S A N E. =
4 0 I 7
C
P 640
N
EX MH #1 S A
RIM=617.12
S (IN) IE.=609.24
6 4 5 N ( S O ( U IN T ) ) I I E E . . = = 6 6 1 0 0 2 . . 3 0 0 2 1 2 " R C P S A N N A S 8 " P V C 6 1 5 6 1 4 6 1 3 6 C 1 P 2 8 6 1 1 6 1 0 645
650
MA
13:11
5202/81/8
:ETAD
TOLP
1:1
:ELACS
TOLP
GWD.10C_CD_64017252\NOISIVID
WOLF
HGIH
KEERC NOSREKCID\00.64017252\NGISED\:O
:ELIF
EBEIW
.K
NAIRB
:RESU
DDAC
PROJECT DATUM:
HORIZONTAL:STATE PLANE (NAD83), CENTRAL ZONE US FT
VERTICAL: NAVD 88
LEGEND:
1380 EXISTING MAJOR CONTOUR
1379 EXISTING MINOR CONTOUR
CP# CONTROL POINT
XXXXXXXXXXXXXX REMOVAL
EXISTING SANITARY MANHOLE
ST ST ST EXISTING STORM PIPE
SAN SAN SAN EXISTING SANITARY PIPE
EXISTING TREE LINE
COUNTY PARCEL ID: 0607360004002003 EXISTING ROAD
5525 HENWICK LN
PROPERTY LINE
EXISTING WETLAND OWNER: CITY OF JEFFERSON
NOTES:
1. CONTOURS, UTILITIES, STRUCTURES, AND OTHER FEATURES SHOWN
ON THIS DRAWING ARE EXISTING.
2. CONTRACTOR SHALL COORDINATE WITH COLE COUNTY PUBLIC
WORKS TO CONFIRM APPROVED EASEMENTS AND PROPOSED
ACCESS LOCATIONS PRIOR TO BEGINNING WORK.
3. CONTRACTOR SHALL COORDINATE WITH COLE COUNTY PUBLIC
WORKS TO CONFIRM APPROVED EASEMENT AND PROPOSED
ACCESS LOCATIONS PRIOR TO BEGINNING WORK.
4. NOTIFY COLE COUNTY PRIOR TO REMOVAL OF ANY TREE EXCEEDING
6" IN DIAMETER FOR APPROVAL. ONLY REMOVE TREES AS
NECESSARY TO COMPLETE THE WORK.
5. COMPLETE NECESSARY TREE REMOVAL IN ACCORDANCE WITH ALL
APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.
6. A WETLAND SURVEY WAS COMPLETED FOR THE PROJECT SITE IN
JANUARY 2025 BY GEOSYNTEC. ONE WETLAND WITH AN AREA OF
APPROXIMATELY 7,965 SQUARE FEET WAS DELINEATED DURING THE
SURVEY AND THIS AREA SHALL NOT BE DISTURBED OR IMPACTED BY
THE CONTRACTOR DURING CONSTRUCTION.
REMOVE TREES AS
NECESSARY TO
EXISTING WETLAND
COMPLETE REGRADING BOUNDARY
SHOWN ON C-02
(SEE NOTE 6)
(SEE NOTE 5)
PARK ACCESS ROAD
UNNAMED
TRIBUTARY TO
DICKERSON CREEK
1 PLAN: EXISTING CONDITIONS
N
- 0 50 100
1"=50' SCALE IN FEET
ISSUED FOR BID
NOT FOR CONSTRUCTION
CLIENT ------- Project Office: Scale AS SHOWN BINDER PARK BARR PROJECT No.
PERMIT ------- BARR ENGINEERING CO. Date 05/29/2024 25271046.00
BID ---08/19/25--- COLE COUNTY PUBLIC WORKS DRAINAGE IMPROVEMENTS
4300 MARKETPOINTE DRIVE Drawn BKW2 CLIENT PROJECT No.
CONSTRUCTION ------- SUITE 200
RECORD ------- MINNEAPOLIS, MN 55435 Checked EBG EXISTING CONDITIONS
0 BKW2CAB CAB 08/19/25ISSUED FOR BID RELEASED A B C 0 1 2 3 Corporate Headquarters: Ph: 1-800-632-2277 Designed CAB DWG. No. REV. No.
Minneapolis, Minnesota Fax: (952) 832-2601 AND REMOVALS
NO. BY CHK. APP. DATE REVISION DESCRIPTION TO/FOR DATE RELEASED Ph: 1-800-632-2277 www.barr.com Approved CAB C-01 0

P
CP VC
1
5"
5 "
V
1
SAN
615
605 0
2
6
EX MH #4
RIM=603.86 N 5
A 2
9 S S (IN) IE.=593.58 6
9
5
NE (OUT) IE.=593.41
N
A S
0
9 8 3
5 6
N
A 5 S
5 9 7 9 5 6 0 5
8 + 0 0 C P C P S A N
6
0 6
606
5 "
V
5 "
V 630
11
A
N
S
0
6 0 625
596 607 S A N 620
5
596
607 615
5 9 N 610
A
S
0
6
0
605
0 5
7 + A N S
6
608
0
8
EX MH #3
6 0 SAN RIM=604.93
5 6
0 SW (IN) IE.=597.01
6
0 SAN N (OUT) IE.=594.68
0
6 609
6
0
SAN 605
9
0
0
SAN
610
6 0 6 0 0 5 609 6 0 9 6 0 8 6 0 7 6 0 6 6 0 6 + 6 0 7 6 0 7 1 5 V " C V P C P SAN SAN 6
1
5" SAN
609
SAN 610
608
605 SAN
0 5 + 0 S6AN0 7
SAN
608 SAN 606
EX TBM #2
RIM=606.24
6 0 9 0 6 6 0 6 S A N N S E (I N (6O 0 ) 7 U IE T . ) = I 5 E 9 . 9 = . 5 0 9 4 9.02
7 6
0
8 6 0 0 N
6 0 4 + S A
6 A N
1 S
0
5 A N 0
S 6 7
6 1 5 6 0 6 0 7
N
A
S
6 1 2 2 5 ESTIMATED QUANTITIES
0 6 0 8 6 0 7 6 0 6 3 + 0 0 S A N 6 0 6 " C M P 6 0 6 1 0 5 SOIL EXCAVATION 1,841 CY
1
6
N TURF REINFORCEMENT MAT 4,290 SY
A
S
6
2 5 P
C
0
V 2
630 5 " S A N 6 2 5
1 6
6
2 0
S A N + 0 0 5
630
N 6 P
6 S A 6 0 5 M
3 0 C
5 C P 6 0 6 5 4 2 " SSTT 635
5 " V S A N 6 0 6 0 7
1 6 8
0
9 1
+
N 0
A 0
6 S
4
0
640
N
EX MH #1 S A 0+00
RIM=617.12
S (IN) IE.=609.24
S (IN) IE.=610.30
P
645
N (OUT) IE.=602.02 CP 8
"
6 4 5 1
1
2 2 " " R R C S A N N A S C V P P
"
V
8
C
6 1 5 6 1 4 6 1 3 6 1 2 6 1 1 6 1 0
650
MA
13:11
5202/81/8
:ETAD
TOLP
1:1
:ELACS
TOLP
GWD.20C_CD_64017252\NOISIVID
WOLF
HGIH
KEERC
NOSREKCID\00.64017252\NGISED\:O
:ELIF
EBEIW
.K
NAIRB
:RESU
DDAC
PROJECT DATUM:
HORIZONTAL:STATE PLANE (NAD83), CENTRAL ZONE US FT
VERTICAL: NAVD 88
LEGEND:
1380 EXISTING MAJOR CONTOUR
1379 EXISTING MINOR CONTOUR
1380 PROPOSED MAJOR CONTOUR
1379 PROPOSED MINOR CONTOUR
CP#
CONTROL POINT
XXXXXXXXXXXXXX REMOVAL
SAN EXISTING SANITARY MANHOLE
6
ST ST ST EXISTING STORM PIPE
C-03
SAN SAN SAN EXISTING SANITARY PIPE
EXISTING TREE LINE
EXISTING ROAD
PROPERTY LINE
EXISTING WETLAND
NOTES:
5
C-03 1. CONTRACTOR SHALL FIELD-LOCATE ALL SITE UTILITIES
(PRIVATE AND PUBLIC) PRIOR TO STARTING THE WORK.
ALL UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE
ANY UTILITIES DAMAGED BY CONTRACTOR SHALL BE
REPAIRED TO THE SATISFACTION OF UTILITY OWNER AT
CONTRACTOR. 2. CONTRACTOR SHALL NOT IMPACT THE STREAM BED, STREAM BANKS, OR RIPARIAN AREAS OF THE BINDER PARK LAKE SPILLWAY CHANNEL, THE UNNAMED
TRIBUTARY TO DICKERSON CREEK, ANY OTHER
WATERCOURSE ON THE SITE, OR THE DESIGNATED 4
WETLAND AREA. CONTRACTOR SHALL NOT PLACE ANY
C-03
EQUIPMENT OR ANY SOIL OR GRADED MATERIAL IN
THESE AREAS. CONTRACTOR SHALL NOT REMOVE ANY
TREES IN THESE AREAS EXCEPT AS NOTED AND
APPROVED IN THESE PLANS.
3. CONTRACTOR SHALL AVOID DAMAGE TO EXISTING
EXISTING WETLAND
STORMWATER PIPES, STRUCTURES, AND ROADWAYS
BOUNDARY
DURING WORK AND COMPLETE ANY NECESSARY
3
REPAIRS AT CONTRACTOR EXPENSE. C-03
4. CONTRACTOR SHALL NOTIFY COLE COUNTY PRIOR TO
REMOVAL OF ANY TREE EXCEEDING 6 INCHES IN
DIAMETER FOR APPROVAL. ONLY REMOVE TREES AS
NECESSARY TO COMPLETE THE WORK.
5. TURF REINFORCEMENT MAT SHALL BE INSTALLED OVER
THE ENTIRETY OF THE REGRADED AREA.
REGRADED AREA
2
C-03
1
UNNAMED C-03
TRIBUTARY TO
DICKERSON CREEK
1 PLAN: GRADING PLAN
N
- 0 50 100
1"=50' SCALE IN FEET
ISSUED FOR BID
NOT FOR CONSTRUCTION
CLIENT ------- Project Office: Scale AS SHOWN BINDER PARK BARR PROJECT No.
PERMIT ------- BARR ENGINEERING CO. Date 05/29/2024 25271046.00
BID ---08/19/25--- COLE COUNTY PUBLIC WORKS DRAINAGE IMPROVEMENTS
4300 MARKETPOINTE DRIVE Drawn BKW2 CLIENT PROJECT No.
CONSTRUCTION ------- SUITE 200
RECORD ------- MINNEAPOLIS, MN 55435 Checked EBG PLAN VIEW
0 BKW2CAB CAB 08/19/25ISSUED FOR BID RELEASED A B C 0 1 2 3 Corporate Headquarters: Ph: 1-800-632-2277 Designed CAB DWG. No. REV. No.
Minneapolis, Minnesota
Fax: (952) 832-2601
NO. BY CHK. APP. DATE REVISION DESCRIPTION TO/FOR DATE RELEASED Ph: 1-800-632-2277 www.barr.com Approved CAB C-02 0

610 610
EL. 607.6
0.5% -0.2%
EL. 606.0
EL. 604.9
EL. 605.0
600 600
595 595
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+008+15
EX PARK ROAD CL
EX PARK ROAD CL
610 610 610 610
EL. 607.9 EL. 607.9
-7.0%
-7.0%
2.8% 1.2%
EL. 605.3 EL. 606.0
600 600 600 600
15" VCP
IE. =599.64'
15" VCP
IE. =600.03'
595 595 595 595
0+00 0+50 1+00 11++5500 0+00 0+50 1+00 11++5500
EL. 609.4
610 610 610 610
EL. 608.5 610 610
-7.0%
% EL. 607.0
-7.0%
4.5%
10.0
-7.0% 10.0 %
EL. 605.8
EL. 605.1
EL. 605.5
600 600 600 600
600 600
595 595 595 595
595 595
0+00 0+50 1+00 1+25 0+00 0+50 1+00 1+25
0+00 0+50 11++0000
MA
13:11
5202/81/8
:ETAD
TOLP
1:1
:ELACS
TOLP
GWD.30C_CD_64017252\NOISIVID
WOLF
HGIH
KEERC
NOSREKCID\00.64017252\NGISED\:O
:ELIF
EBEIW
.K
NAIRB
:RESU
DDAC
PROJECT DATUM:
HORIZONTAL:STATE PLANE (NAD83), CENTRAL ZONE US FT
VERTICAL: NAVD 88
LEGEND:
EX PARK ROAD CL EXISTING GRADE
REGRADING AREA
1 PROFILE: PROPOSED GRADING AREA BOTTOM
C-02 0 50 100 0 10 20
HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET
NOTES:
EXISTING GRADE
EXISTING GRADE
REGRADING AREA
REGRADING AREA
2 PROFILE: 3+00 3 PROFILE: 4+00
C-02 C-02
0 50 100 0 10 20 0 50 100 0 10 20
HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET
EX PARK ROAD CL
EXISTING GRADE
EX PARK ROAD CL
EXISTING GRADE EX PARK ROAD CL
EXISTING GRADE
REGRADING AREA
REGRADING AREA REGRADING AREA
5 PROFILE: 6+25 6 PROFILE: 7+50
4 PROFILE: 5+00
C-02 C-02
C-02
0 50 100 0 10 20 0 50 100 0 10 20
0 50 100 0 10 20
HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET
HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET
ISSUED FOR BID
NOT FOR CONSTRUCTION
CLIENT ------- Project Office: Scale AS SHOWN BINDER PARK BARR PROJECT No.
PERMIT ------- BARR ENGINEERING CO. Date 05/29/2024 25271046.00
BID ---08/19/25--- COLE COUNTY PUBLIC WORKS DRAINAGE IMPROVEMENTS
4300 MARKETPOINTE DRIVE Drawn BKW2 CLIENT PROJECT No.
CONSTRUCTION ------- SUITE 200
RECORD ------- MINNEAPOLIS, MN 55435 Checked EBG PROFILES
0 BKW2CAB CAB 08/19/25ISSUED FOR BID RELEASED A B C 0 1 2 3 Corporate Headquarters: Ph: 1-800-632-2277 Designed CAB DWG. No. REV. No.
Minneapolis, Minnesota
Fax: (952) 832-2601
NO. BY CHK. APP. DATE REVISION DESCRIPTION TO/FOR DATE RELEASED Ph: 1-800-632-2277 www.barr.com Approved CAB C-03 0

MA
13:11
5202/81/8
:ETAD
TOLP
1:1
:ELACS
TOLP
GWD.40C_CD_64017252\NOISIVID
WOLF
HGIH
KEERC
NOSREKCID\00.64017252\NGISED\:O
:ELIF
EBEIW
.K
NAIRB
:RESU
DDAC
6"
MIN.
WORKMANSHIP:
1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE,
AND FEDERAL CODES, PERMITS, AND REGULATIONS.
2. CONTRACTOR SHALL LOCATE UTILITIES IN THE VICINITY OF THE
WORK AREA PRIOR TO CONSTRUCTION ACTIVITIES. UTILITIES SHOWN
ON DRAWINGS ARE APPROXIMATE. CONSTRUCTION ACTIVITIES
SHALL BE PERFORMED IN A MANNER THAT AVOIDS DAMAGE TO
UTILITIES. ANY UTILITIES DAMAGED BY CONTRACTOR SHALL BE
REPAIRED TO THE SATISFACTION OF UTILITY OWNER AT
CONTRACTOR'S EXPENSE.
3. EXCAVATION AND GRADING SHALL BE PERFORMED IN ACCORDANCE
WITH OSHA REGULATIONS (STANDARDS 29 CFR), PART 1926,
TURF REINFORCEMENT MAT NOTES: SUBPART P, 'EXCAVATIONS' AS APPLICABLE.
1. METAL PINS SHOULD BE AT LEAST 0.20" (5 MM) IN DIAMETER 4. NOTIFY COLE COUNTY PUBLIC WORKS REPRESENTATIVE TO ANY
STEEL WITH A 1.5" STEEL WASHER AT THE HEAD OF THE PIN. TREE REMOVAL OVER 6" IN DIAMETER AND DO NOT COMPLETE
METAL PINS SHOULD BE DRIVEN FLUSH TO THE SOIL SURFACE. REMOVAL UNTIL APPROVED BY COLE COUNTY PUBLIC WORKS.
2. PINS SHOULD BE A MIN. 12"-24" LONG AND HAVE SUFFICIENT 5. CONTRACTOR SHALL INSTALL EROSION CONTROLS AS REQUIRED TO
GROUND PENETRATION TO RESIST PULLOUT. PREVENT SEDIMENT LOSS FROM THE SITE DURING CONSTRUCTION.
NOTE: BMPs SHALL ALSO BE IMPLEMENTED TO PREVENT EXCAVATED SOILS
3. LONGER PINS MAY BE REQUIRED FOR LOOSER SOILS. FROM BEING ERODED INTO DRAINAGE AREAS. EROSION CONTROLS
1. UTILIZE CORRECT ANCHOR PATTERN FOR SLOPE GRADIENT SHALL BE APPROVED BY COLE COUNTY PUBLIC WORKS PRIOR TO
4. HEAVIER METAL STAKES MAY BE REQUIRED IN ROCKY SOILS. PER MANUFACTURER SPECIFICATIONS. INSTALLATION.
5. TURF REINFORCEMENT MAT SHALL BE ENKAMAT R45 OR 6. CONTRACTOR SHALL UTILIZE EQUIPMENT ACCESS LOCATIONS
APPROVED EQUAL INSTALLED PER THE MANUFACTURERS DESIGNATED BY COLE COUNTY PUBLIC WORKS.
RECOMMENDATIONS.
7. PARKING OR STAGING EQUIPMENT IN EXISTING DRAINAGE AREAS IS
PROHIBITED.
8. CONTRACTOR SHALL STAGE EQUIPMENT IN LOCATIONS APPROVED
BY COLE COUNTY PUBLIC WORKS.
9. CONTRACTOR SHALL REMOVE TOPSOIL FROM REGRADED AREA AND
STOCKPILE FOR REUSE.
10. CONTRACTOR SHALL REMOVE SUBSOIL AS NECESSARY AND
DISPOSE OF IN A LOCATION AND MANNER DESIGNATED BY COLE
COUNTY PUBLIC WORKS.
11. CONTRACTOR SHALL REPLACE TOPSOIL A MINIMUM OF 6" THICK AND
MEET GRADES SHOWN ON C-02 AND C-03. ADDITIONAL TOPSOIL
SHALL BE IMPORTED AT CONTRACTOR EXPENSE IF REQUIRED TO
MEET MINIMUM TOPSOIL THICKNESS.
12. INSTALL TURF REINFORCEMENT MAT ACCORDING TO
MANUFACTURER'S RECOMMENDATIONS AND DETAILS SHOWN ON
C-04.
13. SEED AND MULCH APPLICATION RATES WILL BE SPECIFIED AND
APPROVED BY COLE COUNTY PUBLIC WORKS.
14. AREAS DISTURBED DURING CONSTRUCTION WILL BE STABILIZED
WITH PERMANENT COVER CONSISTING OF SEEDING, MULCHING, AND
BMPs AS NECESSARY UPON COMPLETION OF WORK.
15. SUBGRADE SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D698).
MATERIALS:
1. TURF REINFORCEMENT MAT SHALL BE ENKAMAT R45 OR APPROVED
EQUAL. COLE COUNTY PUBLIC WORKS AND ENGINEER TO APPROVE
ANY SUBSTITUTION REQUESTS PRIOR TO INSTALLATION.
2. SEED MIX AND MULCH TYPE WILL BE SPECIFIED AND APPROVED BY
COLE COUNTY PUBLIC WORKS PRIOR TO SITE RESTORATION.
3. IMPORTED TOPSOIL SHALL BE A FERTILE, FRIABLE AND LOAMY SOIL
OF UNIFORM QUALITY, WITHOUT ADMIXTURE OF SUBSOIL MATERIAL,
AND SHALL BE FREE FROM MATERIAL SUCH AS HARD CLODS, STIFF
CLAY, HARDPAN, PARTIALLY DISINTEGRATED STONE, PEBBLES
LARGER THAN ONE INCH IN DIAMETER AND OTHER IMPURITIES.
TOPSOIL SHALL BE RELATIVELY FREE FROM GRASS, ROOTS, WEEDS,
AND OTHER OBJECTIONABLE PLANT MATERIAL OR VEGETATIVE
DEBRIS UNDESIRABLE OR HARMFUL TO PLANT LIFE OR WHICH WILL
PREVENT THE FORMATION OF A SUITABLE SEEDBED.
ISSUED FOR BID
NOT FOR CONSTRUCTION
CLIENT ------- Project Office: Scale AS SHOWN BINDER PARK BARR PROJECT No.
PERMIT ------- BARR ENGINEERING CO. Date 05/29/2024 25271046.00
BID ---08/19/25--- COLE COUNTY PUBLIC WORKS DRAINAGE IMPROVEMENTS
4300 MARKETPOINTE DRIVE Drawn BKW2 CLIENT PROJECT No.
CONSTRUCTION ------- SUITE 200
RECORD ------- MINNEAPOLIS, MN 55435 Checked EBG DETAILS AND TECHNICAL
RELEASED A B C 0 1 2 3 Corporate Headquarters: Ph: 1-800-632-2277 Designed CAB DWG. No. REV. No.
Minneapolis, Minnesota Fax: (952) 832-2601 SPECIFICATIONS
NO. BY CHK. APP. DATE REVISION DESCRIPTION TO/FOR DATE RELEASED Ph: 1-800-632-2277 www.barr.com Approved CAB C-04 0
"21
.NIM
WATERFLOW
6
"
M
IN
.
6"
MIN.
"21
.NIM
24" TO 36"
6"
MIN.
6"
12" MIN.
MIN.
"21
.NIM
36"
MIN.
ANCHORS
PERMANENT OR STANDARD
EROSION CONTROL MAT
WATER
FLOW
"
6
6"
"6
.NIM
PROJECT DATUM:
HORIZONTAL:STATE PLANE (NAD83), CENTRAL ZONE US FT
VERTICAL: NAVD 88
NOTES:
INSTALLATION DETAIL FOR
MATERIAL KEYED TRENCHES, AT
TOP OF SLOPE AND EVERY 25'
2 DETAIL: TURF REINFORCEMENT MAT-TERMINAL CHANNEL ANCHOR TRENCH
- NOT TO SCALE
24"
MIN.
1 SECTION: TURF REINFORCEMENT MAT-TYPICAL SLOPE
- NOT TO SCALE
OVERLAP JOINT IN THIS
MANNER IN ALL AREAS
EXCEPT KEY TRENCHES
WATER
FLOW
4 DETAIL: TURF REINFORCEMENT MAT-INITIAL ANCHOR TRENCH
3 DETAIL: TURF REINFORCEMENT MAT-INTERMITTENT CHECK SLOT
- NOT TO SCALE
- NOT TO SCALE
INSTALL TURF REINFORCEMENT MAT AND
SEED SURFACE OF REGRADED AREA
6" THICK(MIN.) TOPSOIL
SEE
1-4
-
NATIVE SOIL
SUBGRADE
5 DETAIL: REGRADED AREA
- NOT TO SCALE
0 BKW2CAB CAB 08/19/25ISSUED FOR BID