511-21325CAK_C700_ADDENDUM2.pdf

PDF 890 KB Posted

Attached to
511/21325. CAK; Alma Armory - Renovate Armor
Solicitation number
RFQ - 171 - 230000000729
Issued by
Gratiot County, Allendale CDP, Michigan

About this file

This document is an addendum for a state and local contract opportunity for the Alma Armory Renovation project in Alma, Michigan. The project involves a proposed building addition of approximately 700 square feet, milling and overlaying 4 inches of existing pavement, and constructing a new concrete sidewalk. The project is managed by the Michigan Department of Technology, Management and Budget, Facilities and Business Services Administration, on behalf of the Department of Military and Veterans Affairs. All questions should be emailed to the construction manager, and bid attachments must be uploaded to the SIGMA VSS system. Emailed submissions may be accepted on a case-by-case basis if SIGMA VSS issues are experienced. The project is located in Gratiot County and the Allendale CDP jurisdiction. No additional details on pricing, funding, or incumbents are provided in the document.

View the file

Other files

Show all 19

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

A

290.8'

130.6'

10.0'

70.1'

30.3'

EXISTING BUILDING

PROPOSED BUILDING ADDITION

APPROX. 700 SQFT

S

ST

AT

E

ST

EXISTING BUILDING

EXISTING ADA STRIPPING

EXISTING DUMPSTER

ENCLOSURE

EXISTING CONCRETE

SIDEWALK

EXISTING CONCRETE

SIDEWALK

EXISTING CONCRETE

PAVEMENT

EXISTING GRAVEL

EXISTING PAVEMENT

C

C

B

B

EXISTING FENCE

EXISTING FENCE

33.0' R.O.W

SEE SHEET C300 FOR

DETENTION POND

IMPROVEMENTS.

GENERAL NOTES:

1. THE UNDERGROUND STRUCTURES AND UTILITIES SHOWN ON THESE PLANS

HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORD MAPS, THEY

ARE NOT CERTIFIED TO THE ACCURACY OF THEIR LOCATION AND/OR

COMPLETENESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE

LOCATION AND EXTENT OF ALL UNDERGROUND STRUCTURES AND UTILITIES

PRIOR TO ANY DIGGING OR CONSTRUCTION ACTIVITIES IN THEIR VICINITY.

2. THE CONTRACTOR SHALL PERFORM ALL WORK IN COMPLIANCE WITH TITLE 29

OF FEDERAL REGULATIONS, PART 1926, SAFETY AND HEALTH REGULATIONS

FOR CONSTRUCTION (OSHA).

3. ALL ROADS AND PRIVATE DRIVES SHALL BE KEPT CLEAN OF MUD, DEBRIS ETC.

AT ALL TIMES.

4. REFER TO ARCHITECTURAL DRAWINGS FOR PRECISE BUILDING DIMENSIONS.

5. THE CONTRACTOR SHALL CONSULT THE CONSTRUCTION MANAGER BEFORE

DEVIATING FROM THESE PLANS.

6. IN ALL TRENCH EXCAVATIONS, CONTRACTOR MUST LAY THE TRENCH SIDE

SLOPES BACK TO A SAFE SLOPE, USE A TRENCH SHIELD OR PROVIDE

SHEETING AND BRACING.

7. ALL EXISTING SURFACE APPURTENANCES (I.E. WATER VALVES, CATCH BASIN

FRAMES AND GRATES, MANHOLE COVERS) WITHIN THE PROJECT LIMITS

SHALL BE ADJUSTED TO FINISHED GRADE.

8. AREAS DISTURBED OR DAMAGED AS PART OF THIS PROJECT'S

CONSTRUCTION THAT ARE OUTSIDE OF THE PRIMARY WORK AREA SHALL BE

RESTORED, AT THE CONTRACTOR'S EXPENSE, TO THE SATISFACTION OF THE

OWNER'S REPRESENTATIVE.

9. THE CONTRACTOR SHALL CALL "MISS DIG" AT LEAST 3 WORKING DAYS

(EXCLUDING WEEKENDS AND HOLIDAYS) PRIOR TO CONSTRUCTION.

10. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE CODES,

ORDINANCES, DESIGN STANDARDS AND STANDARD SPECIFICATIONS OF THE

AGENCIES WHICH HAVE THE RESPONSIBILITY OF REVIEWING PLANS AND

SPECIFICATIONS FOR CONSTRUCTION OF ALL ITEMS INCLUDED IN THESE

PLANS.

11. UNLESS SPECIFICALLY STATED, THE CONTRACTOR SHALL APPLY FOR AND

OBTAIN ALL NECESSARY PERMITS AS REQUIRED FOR CONSTRUCTION OF THIS

PROJECT PRIOR TO THE BEGINNING OF WORK FROM THE PREVIOUSLY

MENTIONED AGENCIES.

12. THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE RESPONSIBILITY FOR

JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE

PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS

REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS.

13. WHEN ANY EXISTING UTILITY REQUIRES ADJUSTMENT OR RELOCATION, THE

CONTRACTOR SHALL NOTIFY THE PROPER UTILITY COMPANY AND

COORDINATE THE WORK ACCORDINGLY. THERE SHALL BE NO CLAIM MADE BY

THE CONTRACTOR FOR ANY COSTS CAUSED BY DELAYS IN CONSTRUCTION

DUE TO THE ADJUSTMENT OR RELOCATION OF UTILITIES.

14. THE CONTRACTOR IS TO VERIFY THAT THE PLANS AND SPECIFICATIONS THAT

HE/SHE IS BUILDING FROM ARE THE VERY LATEST PLANS AND

SPECIFICATIONS THAT HAVE BEEN APPROVED BY ALL APPLICABLE

PERMIT-ISSUING AGENCIES AND THE OWNER. ALL ITEMS CONSTRUCTED BY

THE CONTRACTOR PRIOR TO RECEIVING THE FINAL APPROVAL AND PERMITS

HAVING TO BE ADJUSTED OR RE-DONE, SHALL BE DONE AT THE

CONTRACTOR'S EXPENSE.

15. SHOULD THE CONTRACTOR ENCOUNTER CONFLICT BETWEEN THESE PLANS

AND SPECIFICATIONS, EITHER AMONG THEMSELVES OR WITH THE

REQUIREMENTS OF ANY AND ALL REVIEWING AND PERMIT-ISSUING AGENCIES,

HE/SHE SHALL SEEK CLARIFICATION IN WRITING FROM THE CONSTRUCTION

MANAGER BEFORE COMMENCEMENT OF CONSTRUCTION. FAILURE TO DO SO

SHALL BE AT THE SOLE EXPENSE TO THE CONTRACTOR.

16. THE CONTRACTOR SHALL FURNISH AS-BUILT DRAWINGS INDICATING ALL

CHANGES AND DEVIATIONS FROM APPROVED DRAWINGS.

17. ALL SIGNS AND TRAFFIC CONTROL MEASURES DURING CONSTRUCTION AND

MAINTENANCE ACTIVITIES SHALL BE CONSTRUCTED AND INSTALLED PER THE

LATEST EDITION OF THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES (M.M.U.T.C.D.).

18. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE

STANDARDS OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION.

SITE DATA:

ZONING: SITE - R-1 SINGLE FAMILY RESIDENTIAL

NORTH - R-1 SINGLE FAMILY RESIDENTIAL

EAST - R-1 SINGLE FAMILY RESIDENTIAL

WEST - R-1 SINGLE FAMILY RESIDENTIAL

SOUTH - R-1 SINGLE FAMILY RESIDENTIAL

LAND USE: SITE - ALMA ARMORY (EXISTING)

LOT AREA: 19.21 ACRES

SETBACKS: FRONT: 30' BUILDING

REAR: 30' BUILDING

SIDE: 5' BUILDING

BUILDING HEIGHT: 35.0' EXISTING

28'-10"' ALLOWED

13'-0" PROPOSED ADDITION

8/

/2

:5

AM

O

:\S ta te o f M ich ig an

\0

9.

S ta te o f M ich ig an D

TM

B-

Al m a Ar m or y Re no v\

4.

Dw gs

\4 .1

C ivi l\_

PL

O T

FI

LE

S\ C2

S

IT

E

PL

AN

.d wg

0 20 40 60 FT

1" = 20' SCALE BAR

A R

C H

D

4x

KAB'17

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

ST

AT

E O

F M

IC

HI

G

AN

D

EP

A R

TM

EN

T O F

TE

C H N O

LO

G Y M A N A G

EM

EN

T A N D B

U D G

ET

FA

C

IL

IT

IE

S A

N D B

U S

IN

ES

S S

ER

V

IC

ES

A D M

IN

IS

TR

A

TI

O N

A D A M L A C H R A D

IR

EC

TO

R

DE

SI

G N

AN

D

CO

NS

TR

UC

TI

O

N

DI

VI

SI

O N

AL

M

A

AR

M O

R Y

R

EN

O

VA

TI

O

N

DE

PA

RT

M

EN

T O

F M

IL

IT

AR

Y

AN

D

VE

TE

RA

NS

A

FF

AI

RS

AL

M

A, M

IC

HI

G

AN

D E S

IG

N E D

D R A W N

C H E C K E D

A P P R O V E D

D

AT

E

IS

SU

ED

FO

R

P R E

LI

M

IN

A R Y

C O N S

TR

U C

TI

O N

FI

N A L R E C O R D

ID

EN

TI

FI

C

AT

IO

N

N O

P R O

JE

C T

1/

5.

CA

K

IN

D E X

C O D

EY2

SH

EE

T

SITE LEGEND:

PROPOSED BUILDING ADDITION

KEY NOTES:

A. MILL AND OVERLAY 4" OF EXISTING PAVEMENT. SEE DETAIL A1 ON

SHEET C700. NOTE THAT NO GRADING IS PLANNED TO TAKE PLACE

IN THIS AREA. PROPOSED PAVEMENT ELEVATIONS ARE INTENDED

TO MATCH EXISTING ELEVATIONS.

B. APPROXIMATE LOCATION OF RELOCATED UTILITY POLE.

C. CONCRETE SIDEWALK. SEE DETAIL A2 ON SHEET C700.

KEY NOTEAA

JA JA PA

F

PA

F

C2

HMA PAVEMENT SECTION

CONCRETE

SITE PLAN

/2

1/

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