_2024-08-09 Construct PT Sidewalk drawings - B&C.pdf

11 MB Posted

Attached to
511/24376. CAK; Camp Grayling - Construct PT Sidewalk
Solicitation number
RFQ 171 240000000648 4
Issued by
Crawford County, Michigan

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Construct PT Sidewalk - Camp Grayling

This is a construction design and site improvement plan document prepared for the Michigan Department of Military and Veterans Affairs (DMVA) for a sidewalk construction project at Camp Grayling Annual Training Site in Grayling, Michigan. The project, titled "Construct PT Sidewalk," involves the design and construction of a 1.00-mile running track with associated sidewalk infrastructure along Howes Road and parade grounds at the 5353 Parkview Drive facility location in Crawford County. The scope of work includes constructing a 6-foot-wide ADA-compliant concrete sidewalk with light duty 4-inch concrete pavement sections, heavy-duty 6-inch bituminous asphalt matching existing cross-sections, ADA-compliant sidewalk ramps with detectable warning plates, curb and gutter installation, crosswalk striping, and mile-marker painted text designations. The design plans reference existing conditions, demolition requirements including removal of existing sidewalk, curb, and asphalt sections, and utility coordination with provisions for protecting existing electrical transformers and utility poles with 2-foot minimum separations. The project includes soil erosion and sedimentation pollution prevention (SWPP) plans with temporary and permanent control measures including silt fencing, erosion control blankets, soil erosion control eels, and concrete washout areas.

The drawings were issued for bids and construction on August 8, 2024, with design revision dated August 5, 2024. The civil engineer is Paradigm Design located at 415 Leonard Street NW, Suite 200, Grand Rapids, Michigan 49504, with contact Bill Hadlock at (616) 785-5656. The contractor is responsible for obtaining all site-related permits, paying associated permit fees, coordinating utility connections and inspections, pothholing existing utilities to verify locations, and managing all soil spoils on-site with maximum 4:1 slopes surrounded by sediment control logs and native seed reseeding approved by DMVA. All disturbed non-pavement areas must be restored with native topsoil, seed, fertilizer, and mulch. The contractor assumes full liability for utility pipes, conduits, or structures shown or not shown on the drawings and must coordinate with DMVA regarding soil spoil locations.

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Other files

File Type Posted
2024-08-30 Construct PT Sidewalk Addendum 2 drawings.pdf PDF
2024-08-19 Sign-in pre-bid.pdf PDF
2024-08-30 Construct PT Sidewalk Addendum 2 write-up.pdf PDF
Project Ad Construction - 24376.pdf PDF
_2024-08-08 Construction PT Sidewalk Specifications - B&C.pdf PDF
2024-08-26 Construct PT Sidewalk Addendum 1 drawings.pdf PDF
2024-08-26 Construct PT Sidewalk Addendum 1 write-up.pdf PDF
Davis Bacon Wage Determinations - 24376.pdf PDF

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DEVELOPMENT REFERENCE:

OWNERS: MICHIGAN DEPARTMENT OF MILITARY AND

VETERANS AFFAIRS

(517) 481-7561

CONTACT: BRIAN BUSHNELL

CONTRACTOR: N/A

CIVIL ENGINEER: PARADIGM DESIGN

415 LEONARD ST SUITE 200

GRAND RAPIDS, MI 49504

(616) 785-5656

CONTACT: BILL HADLOCK

NOT TO SCALE

SITE LOCATION MAP

5353 PARKVIEW DRIVE

GRAYLING

CRAWFORD COUNTY, MICHIGAN

SECTION 06, TOWN 26 N, RANGE 03 W

44°40'50" N, 84°43'44" W

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.CIVIL COVER SHEET C

-0

GENERAL NOTES:

CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL SITE RELATED PERMITS. CONTRACTOR IS

REQUIRED TO COMPLETE THE APPLICATION, AND SUBMIT NECESSARY DRAWINGS, FEES, ETC. TO

THE APPROPRIATE JURISDICTION. CONTRACTOR SHALL PAY ALL FEES RELATED TO PERMIT(S)

AND SECURE PERMIT(S) IN HIS NAME.

CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE UTILITY CONNECTIONS AND

INSPECTIONS WITH THE PROPER JURISDICTION AND PAY ALL ASSOCIATED FEES.

ALL MDOT REFERENCES ARE TO THE 2012 EDITION.

REFER TO PROJECT MANUAL FOR SITE "RECORD DRAWING" SUBMITTAL REQUIREMENTS.

ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS FROM FIELD DATA AND AVAILABLE

INFORMATION. THEY SHOULD NOT BE INTERPRETED AS EXACT LOCATIONS NOR SHOULD THEY BE

ASSUMED TO BE THE ONLY UTILITIES IN THE AREA.

LAKE MARGRETHE

N

SITE

LOCATION

HOWE RD

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ST

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ON HILL

ROAD

LAKE

MARGRETHE

CAMP

GRAYLING

FRONT GATECONSTRUCT PT SIDEWALK

CAMP GRAYLING

GRAYLING, MICHIGAN 49738

SITE IMPROVEMENT PLANS

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PARADIGM DESIGN

www.paradigmae.com

Grand Rapids | Phoenix I Traverse City

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

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Sheet List Table

C-001 CIVIL COVER SHEET

C-101 CIVIL EXISTING CONDITIONS & DEMOLITION PLAN

C-102 CIVIL SITE LAYOUT

C-103 CIVIL GRADING AND SWPP PLAN

C-104 CIVIL GRADING AND SWPP PLAN

C-105 CIVIL GRADING AND SWPP PLAN

C-501 CIVIL DETAILS

C-502 SWPP DETAILS

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DATE

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ISSUED FOR

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IDENTIFICATION NO.

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DESIGNED

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DRAWN

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CHECKED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ROBERT C. HALL, RA, NCARB, DIRECTOR

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CIVIL PROJECT

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DJN/SE

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DMVA PROJ.#

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DJN

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SE

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OWNER REV

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BIDS/CONSTRUCT

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SHEET NUMBER

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SHEET TITLE

S

S

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S

S

S

S

S

S

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HOWE RD.

PARADE RD.

N 7T

H

ST

N 4TH ST.

S

S

S

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.

N

0 60' 120'

C -1

01CIVIL EXISTING CONDITIONS & DEMOLITION PLAN

DEMOLITION LEGEND

CONCRETE

EXISTING LEGEND

CONTOUR LINE1180 1181

TREE

VALVE

MANHOLE

MANHOLE

LIGHT POLE

GRAVEL

HYDRANT

WATER MAINWTR WTR

WV

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S

N.

4T

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T

HOWE ROAD

REMOVE SIDEWALK

REMOVE CURB

PROTECT CURB

TYP

N.

4T

H

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T

REMOVE AND

RELOCATE

UTILITY POLE

N

0 60' 120'

N

0 60' 120'

SAWCUT AND

REMOVE ASPHALT

2' WIDE

SAWCUT AND

REMOVE ASPHALT

2' WIDE OR

REMOVE AND

REPLACE FOR NEW

ADA RAMP

SECTION #3

SECTION #2

KEY MAP

36.5'

41.5'

.5'

SAWCUT AND

REMOVE ASPHALT

DEMOLITION NOTES:

ALL AREAS OF UNDERGROUND DEMOLITION; UTILITY LINE REMOVAL; AND UNDERGROUND TREE, STUMP, AND VEGETATION

REMOVAL SHALL BE BACKFILLED.

BACKFILLING SHALL PROMPTLY FOLLOW UNDERGROUND DEMOLITION OR REMOVAL WORK AND SHALL CONTINUE AS THE

DEMOLITION PROGRESSES.

CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL NECESSARY DEMOLITION PERMITS AND

PAYING FOR ANY ASSOCIATED PERMIT FEES.

NOTIFY ARCHITECT/ENGINEER OF ANY OTHER UNDERGROUND MATERIALS OR EQUIPMENT ENCOUNTERED DURING

EXCAVATION NOT SPECIFICALLY NOTED ON THE DRAWING(S).

WHERE CURBING OR PAVEMENT IS INDICATED TO BE REMOVED, IT SHALL BE SAWCUT FULL DEPTH. REMOVE TO THE NEAREST JOINT, IF THE JOINT IS WITHIN 3 FEET OF THE REMOVAL LINE. VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR

TO BEGINNING WORK.

SURVEY PROVIDED BY:

EXISTING TOPOGRAPHIC SURVEY PROVIDED BY OWNER.

WETLAND DATA:

THERE ARE NO WETLANDS ON THE SUBJECT PROPERTY BASED ON MAPPING PUBLISHED BY THE U.S. FISH & WILDLIFE

SERVICE NATIONAL WETLANDS INVENTORY MAPS.

ALTERNATE #1

SECTION #2

SECTION #3

N

CONCRETE

ASPHALT

ASPHALT

ALL SOIL TO REMAIN ON SITE. CONTRACTOR TO COORDINATE WITH DMVA FOR LOCATION OF EXCESS SOIL SPOILS. SOIL SPOILS SHALL HAVE MAX 4:1 SLOPES, BE SURROUNDED WITH SEDIMENT CONTROL LOG AND RESEEDED WITH DMVA

APPROVED SEED MIX.

REMOVE CONCRETE

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PARADIGM DESIGN

www.paradigmae.com

Grand Rapids | Phoenix I Traverse City

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ROBERT C. HALL, RA, NCARB, DIRECTOR

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CIVIL PROJECT

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DJN/SE

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DMVA PROJ.#

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.5'

.5'

.5'

6'

8.21'

8.78'

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.

C -1

N

0 80' 160'CIVIL SITE LAYOUT

6'

6'

8'

6'

8' SECTION OF RUNNING

TRACK. ALONG HOWES

TOTAL TRACK

LENGTH = 1.00 MILES

5' BUFFER BETWEEN

ROADWAY

APPROXIMATE

BOTTOM OF DITCH

5' BUFFER BETWEEN

ROADWAY

8' BUFFER BETWEEN

ROADWAY

6' SIDEWALK PLACED FLUSH ALONG BACK OF

CURB WITH 2% MAX SLOPE TOWARDS ROAD.

SIDEWALK TO BE

PLACED ON

EXISTING MOUND

ALONG ROADWAY

APPROXIMATE

BOTTOM OF DITCH

2' SEPARATION FROM

UTILITY POLE (TYP)

PROTECT EXISTING ELECTRICAL

TRANSFORMER

2' SEPARATION FROM

UTILITY POLE (TYP)

2' SEPARATION FROM

UTILITY POLE (TYP) 2' SEPARATION FROM

UTILITY POLE (TYP)

ADA COMPLIANT

SIDEWALK RAMP

SEE DETAIL #4 ON

SHEET C-501

CROSS WALK STRIPING

WHITE 12" WIDE. 6' LONG. 6 FT SEPARATION ON CENTER.

RESTORE AREA BETWEEN

TRACK AND ROAD WITH

TOPSOIL AND NATIVE SEED.

PAINTED "START/FINISH" TEXT

(DETAIL # 1 / C-501)

2" WIDE PAINTED 1/4 AND

3/4 MILE MARK.

PLACE ADA COMPLIANT

SIDEWALK RAMP(SEE DETAIL

#4 ON SHEET C-501) WITH

CURB AND GUTTER AND 2 FT

WIDE ASPHALT PATCH

MATCHING EXISTING CROSS

SECTION

PLACE ADA COMPLIANT

SIDEWALK RAMP(SEE DETAIL

#4 ON SHEET C-501) WITH

CURB AND GUTTER AND 2 FT

WIDE ASPHALT PATCH

MATCHING EXISTING CROSS

SECTION

HEAVY DUTY ASPHALT

MATCHING EXISTING

CROSS SECTION

HEAVY DUTY ASPHALT

MATCHING EXISTING

CROSS SECTION

UTILITY POLE. CONTRACTOR TO

RELOCATE AERIAL UTILITIES

2' SEPARATION FROM

UTILITY POLE (TYP)

PAINTED "1/4 MILE" AND "3/4

MILE" TEXT. PLACE 1/4 MILE TEXT

ON EAST SIDE OF MARK (DETAIL

# 1 / C-501)

PAINTED "1/2 MILE" TEXT.

PLACED ON BOTH SIDES

OF MARK (DETAIL # 1 /

C-501)

PAINTED "1/4 MILE" AND "3/4

MILE" TEXT. PLACE 1/4 MILE TEXT

ON EAST SIDE OF MARK (DETAIL

# 1 / C-501)

ALL SOIL TO REMAIN ON SITE. CONTRACTOR

TO COORDINATE WITH DMVA FOR LOCATION

OF EXCESS SOIL SPOILS. SOIL SPOILS

SHALL HAVE MAX 4:1 SLOPES, BE

SURROUNDED WITH SEDIMENT CONTROL

LOG AND RESEEDED WITH DMVA APPROVED

SEED MIX.

N 7T

H

ST

HOWE RD.

HOWE RD.

N 4TH ST.

PARADE RD. PARADE RD.

PROPOSED LEGEND

LIGHT POLE

(RE: ELEC PLANS)

CONCRETE PAVEMENT (DETAIL 2 / C-501)

PROVIDE UNIT PRICE FOR

THIS SECTION REFER TO

SPECIFICATIONS

R4 4'

R15'

R69'

R44'

R4 4'

R64'

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www.paradigmae.com

Grand Rapids | Phoenix I Traverse City

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

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ROBERT C. HALL, RA, NCARB, DIRECTOR

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S

4.6%8.1%

7.5% 8.6

3.6

4.1

1.1

1.7

2.9

.1%

.0%

4.6

4.2%

2.6%

2.7%

4.5%

0.1%0.1%

2.0

2.0

2.0

1.8 %1.8

1.7

2.0%

0.1%

1145.48 FG

1145.38 SW

1145.28 FG

1145.41 FG

1145.47 SW

1145.78 FG

1145.85 FG

1148.58 FG

1148.47 FG

1152.66 FG

1152.54 FG

1153.35 SW

1153.47 SW

1145.37 FL

1145.53 FG

1155.67 SW

1155.55 SW

STM

1145 1.9

2.5 %3.3

%4.3

5.4

0.0% 0.0%

1.1

0.2%

2.1%

2.0

2.0

2.0

1145.35 SW

1145.28 SW

1145.36 SW

1145.24 FL

1145.53 SW

1145.41 SW

1145.16 FL1144.59 FL

1144.75 FL

1145.87 SW

1145.75 SW

PARADE STANDS PARADE STANDS

0.9%

4.1 %1.2

6.4%

2.0

0.0%0.0% 2.0 % 2.0

% 2.0 %0.0%

2.0

2.0 % 0.0%

2.5% 0.1%

1146.12 FG

1146.25 FG

1145.48 FG

1145.60 FG1146.30 FG

1146.19 FG

1145.66 SW

1145.56 SW

1145.73 FL

1145.96 FL

PARADE RD.

N 7T

H

ST

. N 4TH ST.

HOWE RD.

S

S

S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. C

-1

N

0 200' 400'

CIVIL GRADING AND SWPP PLAN

54 T

5 P

N

0 30' 60'

N

0 30' 60'

N

0 30' 60'

SECTION #1

SECTION #2

SECTION #3

KEY MAP

SECTION #1 SECTION #2 SECTION #3

SF

SF

SF

SF

SF

SF

SF

SF

SF

SURFACE FLOW ARROW

CONTOUR LINE1178

SILT FENCE (DETAIL 1 / C-502)SF SF SF

PROPOSED SPOT GRADE

SEDIMENTATION CONTROL MEASURE

PERMANENT SOIL EROSION &

SEDIMENTATION CONTROL MEASURE

TEMPORARY SOIL EROSION &

675.00 FG

BITUMINOUS GRADE

CONCRETE GRADE

SIDEWALK GRADE

MATCH EXISTING ELEVATION

TOP OF CURB GRADE

FLOW LINE GRADEFL

TC

CON

MX

SW

BIT

FINISHED GROUNDFG

X PX T

GENERAL SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE SOIL EROSION PERMIT FROM THE PROPER GOVERNING

AUTHORITY AT CAMP GRAYLING.

A CONTRACTOR / INSPECTOR SHALL INSPECT THE SOIL EROSION/SEDIMENT CONTROL DEVICES ONCE EACH WEEK AND/OR WITHIN 24 HOURS OF A PRECIPITATION EVENT WHICH RESULTS IN A STORM DISCHARGE FROM THE SITE.

ALL DISTURBED NON-PAVEMENT AREAS MUST BE RESTORED WITH NATIVE TOPSOIL, SEED, FERTILIZER, AND MULCH, UNLESS OTHERWISE NOTED.

ALL SLOPES STEEPER THAN 1V:3H SHALL USE AN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S150BN OR EQUAL). ALL SLOPES BETWEEN 1V:4H AND 1V:3H SHALL USE AN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN

DS75 OR EQUAL). UNLESS INDICATED OTHERWISE ON PLANS.

SEEDING SHOULD BE PREPARED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR / INSPECTOR SHALL INSPECT THE AREA AFTER SEEDING IS COMPLETED. AREAS THAT ARE BARE OR NOT MULCHED

PROPERLY WILL NEED TO BE SPOT SEEDED AND/OR RE-MULCHED.

SILT FENCE OR SOIL EROSION CONTROL EELS SHOULD BE TRENCHED IN, BACKFILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVAL OF BUILT-UP SEDIMENT WHEN THE SEDIMENT ACCUMULATES TO 1/3 TO 1/2 THE HEIGHT OF THE FENCE. CONTRACTOR SHALL REMOVE, REPLACE, RETRENCH, OR REBACKFILL THE FENCE IF IT FAILS SEE DETAIL 4 ON SHEET 501 FOR MORE INFORMATION. CONTRACTOR SHALL REINSTALL IF ANY PORTION OF THE FENCING IS DAMAGED BY CONSTRUCTION MACHINERY.

SOIL EROSION CONTROL METHODS SHOWN ARE A GUIDELINE AND DO NOT RELIEVE THE CONTRACTOR FROM ADDITIONAL

METHODS THAT MAY BE REQUIRED BY THE SOIL EROSION CONTROL PERMIT.

THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ACCUMULATED SEDIMENT AND RESTORATION OF THE EXISTING

CATCH BASINS PRIOR TO ACCEPTANCE BY THE OWNER.

NPDES PERMIT NOT REQUIRED SINCE DISTURBANCE IS LESS THAN 5 ACRES.

GEOTEXTILE SILT FENCE

SEEDING

PROPOSED LEGEND

CONCRETE SIDEWALK / TRACK

PAVING

KEYING SYSTEM

SOIL EROSION AND SEDIMENTATION CONTROL MEASURES

ALL SOIL TO REMAIN ON SITE. CONTRACTOR

TO COORDINATE WITH DMVA FOR LOCATION

OF EXCESS SOIL SPOILS. SOIL SPOILS

SHALL HAVE MAX 4:1 SLOPES, BE

SURROUNDED WITH SEDIMENT CONTROL

LOG AND RESEEDED WITH DMVA APPROVED

SEED MIX.

60 SOIL EROSION CONTROL EELS

OR WATTLES

SOIL EROSION EEL (DETAIL 3 / C-502)SL SL SL

SEE DETAIL 1 SHEET 503

SEE DETAIL 3 SHEET 503

61 CONCRETE WASHOUT AREA

SEE DETAIL 2 SHEET 503

PROTECT EXISTING UTILITY POLE

PROTECT EXISTING UTILITY POLE

PROTECT EXISTING UTILITY POLE

PROTECT EXISTING UTILITY POLE

PROTECT EXISTING

UTILITY POLE

PROTECT PROPOSED

UTILITY POLE

PROTECT EXISTING

UTILITY POLE PROTECT EXISTING

UTILITY POLE

PROTECT EXISTING

UTILITY POLE

PROTECT EXISTING

TREE

PROTECT

EXISTING TREE

5 P 5 P

5 P 5 P

5 P

5 P

5 P 5 P

5 P

5 P

5 P

5 P

54 T

54 T

15 P 15 P

15 P

15 P

15 P

15 P

15 P

15 P

SEE SECTION 9 SHEET C-105 FOR CONTINUATION

SE

E

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SEE SECTION 4 SHEET C-104 FOR

CONTINUATION

C-

C-

C-

C-

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AN

PARADIGM DESIGN

www.paradigmae.com

Grand Rapids | Phoenix I Traverse City

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2207099GR

Fr ida y, Au gu st-

-2

4 a t 1 1:1

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GR

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DATE

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ISSUED FOR

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FILE NUMBER

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IDENTIFICATION NO.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

AutoCAD SHX Text

ROBERT C. HALL, RA, NCARB, DIRECTOR

AutoCAD SHX Text

CIVIL PROJECT

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DJN/SE

AutoCAD SHX Text

DMVA PROJ.#

AutoCAD SHX Text

DJN

AutoCAD SHX Text

SE

AutoCAD SHX Text 08/05/24

AutoCAD SHX Text

OWNER REV

AutoCAD SHX Text

BIDS/CONSTRUCT

3.6

4.2

2.9

1.9%

2.0%

2.0%

2.8

1165.27 FG

1165.15 FG

1159.57 FG

1159.64 FG

1158.77 FG

1156.74 FG

1157.74 FG

1159.57 FG

1158.60 FG

1161.37 FG

1161.49 FG

1167.58 FG

1167.46 FG

1159.63 FG

1158.29 FG

0.6%

2.3

2.4

1.7

1.6

2.0%

2.0%

2.0%

1.5

1.9%

1.7%

2.0%

-2% max

1.9%

-2 m ax

1171.00 FG

1171.12 FG

1173.80 FG

1173.92 FG

1174.30 BIT

1174.38 BIT

1175.12 FG

1175.00 FG

1175.15 FG

1175.27 FG

S

1.0% 0.6% 0.6% 1.5

1.5

1.5

1.5

1175 11761176

0.6%1.4

1.5 %1.5%

1175.12 FG

1176.12 FG

1176.00 FG

1177.33 FG

1177.21 FG

1176.46 FG

1176.35 FG

1175.81 FG

1175.70 FG

S 11701166 1167 1168 1169 1171 1172 1173

2.0% 1.5%1.4% 1.5

1.5

1.5

1170 11751167 1168 1169 1171 1172 1173 1174 1174.87 FG

1174.74 FG

1172.74 FG

1172.63 FG

1168.39 FG

1168.27 FG

1167.56 FG

1167.44 FG

1160 11651157 1158 1159 1161 1162 1163 1164

1.4% 2.0%

1.5

1.4

1.5

1160 11651158 1159 1161 1162 1163 1164 1166

1.5 % 2.6% 2.0%

1.5

1164.29 FG

1164.17 FG

1163.47 FG

1163.36 FG

1160.37 FG

1160.25 FG

1158.39 FG

1158.51 FG

PARADE RD.

N 7T

H

ST

. N 4TH ST.

HOWE RD.

S

S

S

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. C

-1

N

0 200' 400'

CIVIL GRADING AND SWPP PLAN

N

0 30' 60'

KEY MAP

SECTION #4

SECTION #5

SECTION #6

SECTION #7

SECTION #8

N

0 30' 60'

N

0 30' 60'

N

0 30' 60'

N

0 30' 60'

SECTION #4

SECTION #5

SECTION #6SECTION #7SECTION #8

SF

SF

SF

SF

SF

SF

SF

SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF

SF

SF

SF

SF

SF

SF

SF

SF

SL SF

SF

SURFACE FLOW ARROW

CONTOUR LINE1178

SILT FENCE (DETAIL 1 / C-503)SF SF SF

PROPOSED SPOT GRADE

SEDIMENTATION CONTROL MEASURE

PERMANENT SOIL EROSION &

SEDIMENTATION CONTROL MEASURE

TEMPORARY SOIL EROSION &

675.00 FG

BITUMINOUS GRADE

CONCRETE GRADE

SIDEWALK GRADE

STRUCTURE RIM ELEVATION

MATCH EXISTING ELEVATION

TOP OF CURB GRADE

FLOW LINE GRADEFL

TC

CON

MX

SW

BIT

RIM

FINISHED GROUNDFG

X PX T

GEOTEXTILE SILT FENCE

SEEDING

PROPOSED LEGEND

CONCRETE SIDEWALK

PAVING

GRASS

KEYING SYSTEM

SOIL EROSION AND SEDIMENTATION CONTROL MEASURES

ALL SOIL TO REMAIN ON SITE. CONTRACTOR

TO COORDINATE WITH DMVA FOR LOCATION

OF EXCESS SOIL SPOILS. SOIL SPOILS

SHALL HAVE MAX 4:1 SLOPES, BE

SURROUNDED WITH SEDIMENT CONTROL

LOG AND RESEEDED WITH DMVA APPROVED

SEED MIX.

60 SOIL EROSION CONTROL EELS

OR WATTLES

SOIL EROSION EEL (DETAIL 3 / C-503)SL SL SL

SEE DETAIL 1 SHEET 503

SEE DETAIL 3 SHEET 503

61 CONCRETE WASHOUT AREA

SEE DETAIL 2 SHEET 503

54 T

15 P

54 T

54 T

54 T

54 T

54 T

54 T

54 T 54 T

54 T60 T

15 P

15 P

15 P

15 P

15 P15 P15 P

15 P15 P15 P

15 P15 P15 P

5 P 5 P

5 P

5 P

5 P

5 P

5 P

5 P5 P

5 P5 P5 P

5 P

5 P

5 P

5 P

5 P

5 P5 P

5 P5 P

5 P

GENERAL SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE SOIL EROSION PERMIT FROM THE PROPER GOVERNING

AUTHORITY AT CAMP GRAYLING.

A CONTRACTOR / INSPECTOR SHALL INSPECT THE SOIL EROSION/SEDIMENT CONTROL DEVICES ONCE EACH WEEK AND/OR WITHIN 24 HOURS OF A PRECIPITATION EVENT WHICH RESULTS IN A STORM DISCHARGE FROM THE SITE.

ALL DISTURBED NON-PAVEMENT AREAS MUST BE RESTORED WITH NATIVE TOPSOIL, SEED, FERTILIZER, AND MULCH, UNLESS OTHERWISE NOTED.

ALL SLOPES STEEPER THAN 1V:3H SHALL USE AN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S150BN OR EQUAL). ALL SLOPES BETWEEN 1V:4H AND 1V:3H SHALL USE AN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN

DS75 OR EQUAL). UNLESS INDICATED OTHERWISE ON PLANS.

SEEDING SHOULD BE PREPARED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR / INSPECTOR SHALL INSPECT THE AREA AFTER SEEDING IS COMPLETED. AREAS THAT ARE BARE OR NOT MULCHED

PROPERLY WILL NEED TO BE SPOT SEEDED AND/OR RE-MULCHED.

SILT FENCE OR SOIL EROSION CONTROL EELS SHOULD BE TRENCHED IN, BACKFILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVAL OF BUILT-UP SEDIMENT WHEN THE SEDIMENT ACCUMULATES TO 1/3 TO 1/2 THE HEIGHT OF THE FENCE. CONTRACTOR SHALL REMOVE, REPLACE, RETRENCH, OR REBACKFILL THE FENCE IF IT FAILS SEE DETAIL 4 ON SHEET 501 FOR MORE INFORMATION. CONTRACTOR SHALL REINSTALL IF ANY PORTION OF THE FENCING IS DAMAGED BY CONSTRUCTION MACHINERY.

SOIL EROSION CONTROL METHODS SHOWN ARE A GUIDELINE AND DO NOT RELIEVE THE CONTRACTOR FROM ADDITIONAL

METHODS THAT MAY BE REQUIRED BY THE SOIL EROSION CONTROL PERMIT.

THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ACCUMULATED SEDIMENT AND RESTORATION OF THE EXISTING

CATCH BASINS PRIOR TO ACCEPTANCE BY THE OWNER.

NPDES PERMIT NOT REQUIRED SINCE DISTURBANCE IS LESS THAN 5 ACRES.

SEE SECTION 3 SHEET C-103 FOR CONTINUATION

SEE TOP OF SECTION 5

SEE BOTTOM OF SECTION 4

SEE SECTION 6 MIDDLE RIGHT

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PARADIGM DESIGN

www.paradigmae.com

Grand Rapids | Phoenix I Traverse City

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2207099GR

Fr ida y, Au gu st-

-2

4 a t 1 1:2

0a m

O :\2

GR

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MV

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

AutoCAD SHX Text

ROBERT C. HALL, RA, NCARB, DIRECTOR

AutoCAD SHX Text

CIVIL PROJECT

AutoCAD SHX Text

DJN/SE

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DMVA PROJ.#

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DJN

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SE

AutoCAD SHX Text 08/05/24

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OWNER REV

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BIDS/CONSTRUCT

EXISTING

BUILDING

S

EXISTING

ELECTRICAL BOX

1.4%

1.3

1.3

1.2

2.0%

2.0%

2.0%

1.5

2.0

1.5%

1.8%

1.6 % 1.6%

1.6 % 1.3%

1.5

1.5

1157.13 FG

1157.00 FG

1156.41 FG

1156.29 FG

1155.71 FG

1155.85 FG

1155.45 FG

1155.33 FG

1154.92 FG1154.80 FG

1150.12 FG

1150.00 FG

1149.32 FG1149.20 FG

1154.09 MX1154.15 MX

??? FG

??? FG

1.2

1.2

1.1

2.0%

2.0%

1145.87 SW

1145.75 SW

1149.32 FG1149.20 FG

PARADE RD.

N 7T

H

ST

. N 4TH ST.

HOWE RD.

S

S

S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER. C

-1

N

0 200' 400'

CIVIL GRADING AND SWPP PLAN

KEY MAP

N

0 30' 60'

N

0 30' 60'

SECTION #10

SECTION #9

SECTION #10

SECTION #9

SF SF

SF

SF

SF

SURFACE FLOW ARROW

CONTOUR LINE1178

SILT FENCE (DETAIL 1 / C-503)SF SF SF

PROPOSED SPOT GRADE

SEDIMENTATION CONTROL MEASURE

PERMANENT SOIL EROSION &

SEDIMENTATION CONTROL MEASURE

TEMPORARY SOIL EROSION &

675.00 FG

BITUMINOUS GRADE

CONCRETE GRADE

SIDEWALK GRADE

STRUCTURE RIM ELEVATION

MATCH EXISTING ELEVATION

TOP OF CURB GRADE

FLOW LINE GRADEFL

TC

CON

MX

SW

BIT

RIM

FINISHED GROUNDFG

X PX T

GEOTEXTILE SILT FENCE

SEEDING

PROPOSED LEGEND

CONCRETE SIDEWALK

PAVING

GRASS

KEYING SYSTEM

SOIL EROSION AND SEDIMENTATION CONTROL MEASURES

ALL SOIL TO REMAIN ON SITE. CONTRACTOR

TO COORDINATE WITH DMVA FOR LOCATION

OF EXCESS SOIL SPOILS. SOIL SPOILS

SHALL HAVE MAX 4:1 SLOPES, BE

SURROUNDED WITH SEDIMENT CONTROL

LOG AND RESEEDED WITH DMVA APPROVED

SEED MIX.

60 SOIL EROSION CONTROL EELS

OR WATTLES

SOIL EROSION EEL (DETAIL 3 / C-503)SL SL SL

SEE DETAIL 1 SHEET 503

SEE DETAIL 3 SHEET 503

61 CONCRETE WASHOUT AREA

SEE DETAIL 2 SHEET 503

54 T

15 P

5 P

5 P

5 P

5 P

5 P

5 P

5 P

5 P

5 P

54 T

15 P

15 P

GENERAL SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE SOIL EROSION PERMIT FROM THE PROPER GOVERNING

AUTHORITY AT CAMP GRAYLING.

A CONTRACTOR / INSPECTOR SHALL INSPECT THE SOIL EROSION/SEDIMENT CONTROL DEVICES ONCE EACH WEEK AND/OR WITHIN 24 HOURS OF A PRECIPITATION EVENT WHICH RESULTS IN A STORM DISCHARGE FROM THE SITE.

ALL DISTURBED NON-PAVEMENT AREAS MUST BE RESTORED WITH NATIVE TOPSOIL, SEED, FERTILIZER, AND MULCH, UNLESS OTHERWISE NOTED.

ALL SLOPES STEEPER THAN 1V:3H SHALL USE AN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S150BN OR EQUAL). ALL SLOPES BETWEEN 1V:4H AND 1V:3H SHALL USE AN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN

DS75 OR EQUAL). UNLESS INDICATED OTHERWISE ON PLANS.

SEEDING SHOULD BE PREPARED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR / INSPECTOR SHALL INSPECT THE AREA AFTER SEEDING IS COMPLETED. AREAS THAT ARE BARE OR NOT MULCHED

PROPERLY WILL NEED TO BE SPOT SEEDED AND/OR RE-MULCHED.

SILT FENCE OR SOIL EROSION CONTROL EELS SHOULD BE TRENCHED IN, BACKFILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVAL OF BUILT-UP SEDIMENT WHEN THE SEDIMENT ACCUMULATES TO 1/3 TO 1/2 THE HEIGHT OF THE FENCE. CONTRACTOR SHALL REMOVE, REPLACE, RETRENCH, OR REBACKFILL THE FENCE IF IT FAILS SEE DETAIL 4 ON SHEET 501 FOR MORE INFORMATION. CONTRACTOR SHALL REINSTALL IF ANY PORTION OF THE FENCING IS DAMAGED BY CONSTRUCTION MACHINERY.

SOIL EROSION CONTROL METHODS SHOWN ARE A GUIDELINE AND DO NOT RELIEVE THE CONTRACTOR FROM ADDITIONAL

METHODS THAT MAY BE REQUIRED BY THE SOIL EROSION CONTROL PERMIT.

THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ACCUMULATED SEDIMENT AND RESTORATION OF THE EXISTING

CATCH BASINS PRIOR TO ACCEPTANCE BY THE OWNER.

NPDES PERMIT NOT REQUIRED SINCE DISTURBANCE IS LESS THAN 5 ACRES.

C-501

C-501

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www.paradigmae.com

Grand Rapids | Phoenix I Traverse City

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2207099GR

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ROBERT C. HALL, RA, NCARB, DIRECTOR

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CIVIL PROJECT

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DMVA PROJ.#

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NOTE:

CONTRACTION JOINTS AT INTERVAL TO MATCH

WIDTH OF SIDEWALK (TYP).

1/8"

TOOLED JOINT

OR SAWCUT1/8" R1/3 OF CONCRETE

THICKNESS

(ASI-305)

NOTES:

1. REMOVE PLASTIC FORMING MATERIAL ("ZIP STRIPS") FROM PREFORMED JOINT

MATERIAL PRIOR TO PLACING SEALANT

SIDEWALK CONTRACTION/CONTROL JOINT

SEAL EXPANSION JOINT W/

POLYURETHANE JOINT SEALANT

1/2" DEEP X 1/2" WIDE

1/2" PREFORMED NON-EXTRUDING

AND RESILIENT TYPE JOINT

MATERIAL TO MEET AASHTO M-213.

1/8" R

NOT TO SCALE

CONCRETE JOINT DETAIL3

C -5

01CIVIL DETAILS

1V:48H CROSS-SLOPE (OR FLATTER)

4" SUBBASE

4" SIDEWALK (LIGHT DUTY)

6" VEHICULAR (HEAVY DUTY)

NOT TO SCALE

CONCRETE

PAVEMENT SECTION2

NOTES :

1 - CONC SHALL BE MDOT P1 SPECIFICATIONS

2 - ALL CONCRETE SHALL HAVE FIBERMESH REINFORCEMENT

NOT TO SCALE

VERTICAL CURB/LS CURB4

NOT TO SCALE

TRACK MARKING DETAIL1

1/4 M

ILE

3/4 MILE

4" SOLID WHITE PAVEMENT MARKING

2" SOLID WHITE PAVEMENT MARKING

CENTERED ON TRACK. TYP

CONCRETE

SEE DETAIL 6 / C-501

1' (TYP)

NOTE:

PAINT SHALL BE LATEX, WATERBORNE EMULSION, LEAD AND

CHROMATE FREE, READY MIXED, COMPLYING WITH FS TT-P-1952,

TYPE I

TEXT PER PLAN

TEXT PER PLAN

RAMP

NOTES:

1. SURFACE TEXTURE SHALL BE OBTAINED BY COARSE BROOMING TRANSVERSE TO THE RAMP SLOPE.

2. THE TOP OF THE JOINT FILLER FOR ALL RAMPS SHALL BE FLUSH WITH ADJACENT CONCRETE.

3. DETECTABLE WARNING PLATES

A. EAST JORDAN IRON WORKS, NEENAH FOUNDRY COMPANY OR APPROVED EQUAL.

B. STAMPED CONCRETE WILL NOT BE ALLOWED AS A DETECTABLE WARNING SURFACE.

C. COLOR PER LOCAL AHJ OR DOT.

5'-0" MIN.

SIDE FLARE

10% MAXSLOPE

A

A

SIDE FLARE

10% MAX SLOPE

SIDEWALK

** RAMP

A

5'-0" MIN.

A

SIDEWALK

** RAMP

SIDEWALK

*LANDINGCURB & GUTTER

PAVEMENT

1/2

1/2

SIDEWALK RAMP

(SIDES) SIDEWALK RAMP

(FLARED SIDES)

SECTION A-A

(TYPICAL ALL RAMP DETAILS)

1" EXPANSION JOINT

GRADE BREAK ??

PAVEMENT

1" EXPANSION JOINT

RAMP SLOPE

NTE 8.3%

GRADE BREAK

24" DEEP DETECTABLE WARNING EXTENDING

THE WIDTH OF THE RAMP (NEAREST EDGE

WITHIN 8" OF GRADE BREAK AND FURTHEST

EDGE WITHIN 5' OF BACK OF CURB)

24" DEEP DETECTABLE WARNING EXTENDING

THE WIDTH OF THE RAMP (NEAREST EDGE

WITHIN 8" OF GRADE BREAK AND FURTHEST

EDGE WITHIN 5' OF BACK OF CURB)

*LANDING

*LANDING

NON-WALKING AREA

VERTICAL CURB/LS CURB

24" DEEP DETECTABLE WARNING

EXTENDING THE WIDTH OF THE

RAMP (NEAREST EDGE WITHIN 8" OF

GRADE BREAK AND FURTHEST EDGE

WITHIN 5' OF BACK OF CURB)

*MAXIMUM LANDING SLOPE IN ANY DIRECTION IS 2.0%.

MINIMUM LANDING DIMENSIONS 5'x5'.

**MAXIMUM CROSS SLOPE ON RAMP IS 2.0%.

RUNNING SLOPE 8.3% MAXIMUM

5'

4" SIDEWALK(LIGHT DUTY )

4" SUBBASE

2' RECOMPACTED EARTH BASE

4:1 MAX

4:1 MAX4:1 MAX

4:1 MAX

2%

TYPICAL CROSS SECTION A

2%

NOT TO SCALE

GRADE ACROSS PAVEMENT

VARIES (SEE SITE PLAN FOR

GRADE DIRECTION)

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www.paradigmae.com

Grand Rapids | Phoenix I Traverse City

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2207099GR

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ROBERT C. HALL, RA, NCARB, DIRECTOR

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C -5

SWPP DETAILS

NOTES ON PLACEMENT OF EELS OR WATTLES:

EELS ARE INTENDED TO PROVIDE ADDITIONAL PROTECTION IN THE FORM OF CHECK DAMS FOR AREAS

IN THE PARKING LOT WHERE RIVULETS AND CONCENTRATED FLOW FORM.

EELS SHALL BE PLACED ALONG THE CONTOURS.

THE EELS SHALL BE PLACED IN A MANNER TO CREATE BACKWATER AREAS TO REDUCE VELOCITY AND

ALLOW SILT AND SEDIMENT TO SETTLE.

EELS CAN BE PLACED IN TIERS PROVIDING A SERIES OF CHECK DAMS .

EELS SHOULD BE MOVED AND ADJUSTED AS CONSTRUCTION PROGRESSES TO INTERCEPT ANY NEW

CONCENTRATED FLOW AVENUES.

THE LOCATIONS OF EELS SHOWN ON THE PLAN INDICATE LIKELY AREAS OF CONCENTRATED FLOW.

CONTRACTORS SHOULD ADJUST LOCATIONS AS CONCENTRATED FLOW PROBLEM AREAS BECOME

APPARENT.

NOT TO SCALE

SOIL EROSION CONTROL EELS (WATTLES) DETAILS

PLAN VIEW

UNDISTURBED VEGETATION

SPACING 6' MAX.

SECTION A-A

SECTION B-B

SILT FENCE JOINT

SILT FENCE A

1'- 0"

M

IN

FRONT VIEW

A

SHEET FLOW

SILT FENCE

B

SILT FENCE

A

GEOTEXTILE FILTER FABRIC

2'- 0"

M

IN

6" ANCHOR TRENCH

1'- 0"

M

IN

GEOTEXTILE FILTER FABRIC

FASTENED ON UPHILL SIDE,

TOWARDS EARTH DISRUPTION

RIDGE COMPACTED EARTH ON

UPHILL SIDE OF FILTER FABRIC

6" x 6" ANCHOR TRENCH

UNDISTURBED

VEGETATION

COUPLER

FABRIC TO BE WRAPPED

AROUND FENCE POST

SUPPORT

FENCE

FENCE POSTS DRIVEN INTO

GROUND 1' MIN.

GEOTEXTILE FILTER

FABRICSUPPORT FENCE

SILT FENCE JOINT

SECTION B-B COMPACTED EARTH

FENCE POSTS

NOT TO SCALE

SILT FENCE DETAIL1

' M

IN

10' MIN

STAKE (TYP)

16 MIL PLASTIC LINING

STRAW BALE (TYP)

INSPECTION & MAINTENANCE:

1. CLEAN OUT WASHOUT AREA WHEN IT IS 75% FULL

2. REPLACE ANY DAMAGED OR MISSING HAY BALES OR OTHER FILTERING DEVICES

3. PROPERLY DISPOSE OF ANY HARDENED CONCRETE

" M

IN

A A

SECTION A-A

NOT TO SCALE

CONCRETE WASHOUT AREA2

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www.paradigmae.com

Grand Rapids | Phoenix I Traverse City

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2207099GR

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ROBERT C. HALL, RA, NCARB, DIRECTOR

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CIVIL PROJECT

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DJN/SE

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DMVA PROJ.#

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DJN

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SE

AutoCAD SHX Text 08/05/24

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OWNER REV

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BIDS/CONSTRUCT

Sheets and Views
C-001 CIVIL COVER SHEET
C-101 CIVIL EXISTING CONDITIONS & DEMOLITION PLAN
C-102 CIVIL SITE LAYOUT
C-103 CIVIL GRADING AND SWPP PLAN
C-104 CIVIL GRADING AND SWPP PLAN
C-105 CIVIL GRADING AND SWPP PLAN
C-501 CIVIL DETAILS
C-502 SWPP DETAILS

File details come from the government source that posted it. Updated .