2024-08-26 Construct PT Sidewalk Addendum 1 drawings.pdf

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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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4T

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HOWE ROAD

REMOVE SIDEWALK

REMOVE CURB

PROTECT CURB

TYP

N.

4T

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EE

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PROTECT

EXISTING

UTILITY POLE IN

PLACE

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

JOB #2207099GR

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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

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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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ADDENDUM 1

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'23

.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 PER

DETAIL 5, SHEET C-501-S

PLACE ADA COMPLIANT

SIDEWALK RAMP(SEE DETAIL

#4 ON SHEET C-501) WITH

CURB AND GUTTER AND 2 FT

WIDE ASPHALT PATCH PER

DETAIL 5, SHEET C-501-S

HEAVY DUTY ASPHALT

PER DETAIL 5, SHEET C-501-S

HEAVY DUTY ASPHALT PER

DETAIL 5, SHEET C-501-S

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

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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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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

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ASPHALT PAVEMENT (DETAIL 5 / C-501)

PROVIDE 8 ASHTON WOOD AND STEEL BENCHES FOR

PLACEMENT ALONG TRACK.

COORDINATE WITH OWNER ON PLACEMENT AND ANCHORING.

2" WIDE PAINTED 1/4 AND

3/4 MILE MARK.

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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

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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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ADDENDUM 1

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

6" SIDEWALK

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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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

Mo nd ay , A ug us t-2 6-at

:40 am

O :\2

GR

D

MV

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6" AGGREGATE BASE COURSE

REUSE EXISTING WHERE

APPLICABLE ADD OR REDUCE

TO MAINTAIN CROSS-SECTION

WHERE NEEDED

3" TYPE 13A ASPHALT (4TH AVENUE)

4" TYPE 13A ASPHALT (HOWE)

NOT TO SCALE

ASPHALT PAVEMENT

SECTION5

NOTES :

1 - MATCH EXISTING CONDITIONS FOR ASPHALT REPLACEMENT

CONTACT ENGINEER OF RECORD IN CASE OF

DISCREPANCIES

2 - ALL ASPHALT REPLACEMENT WILL BE FULLY COMPACTED TYPE

MDOT TYPE 13A ASPHALT.

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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

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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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ADDENDUM 1