511-21325CAK_02 Civil_1.pdf

T

B

B B

C

D

D

F

F

E

S

ST

AT

E

ST

E

B

B

EXISTING BUILDING

EXISTING BUILDING

33.0' R.O.W

G

A

A

8/

/2

8:

A

M 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\C

DE

M O

P

LA

N.

dw g

0 20 40 60 FT

1" = 20' SCALE BAR

A R

C H

D

4x

DEMOLITION NOTES:

1. APPURTENANCES DESIGNATED FOR DEMOLITION SHALL NOT BE DISTURBED

BY THE CONTRACTOR UNTIL FURNISHED WITH NOTICE OF POSSESSION AND

APPROVAL TO PROCEED FROM OWNER. THE CONTRACTOR SHALL

COORDINATE THE SCHEDULE WITH EXISTING TENANTS AND ADJACENT

PROPERTY OWNERS. FOUNDATIONS, SLABS, ALL UNDERGROUND

STRUCTURES, AND UTILITIES DESIGNATED FOR REMOVAL SHALL BE REMOVED

ENTIRELY. AREAS TO BE BACK FILLED IN ACCORDANCE WITH GEOTECHNICAL

REPORT.

2. CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING

UTILITIES THAT ARE INTENDED TO PROVIDE SERVICE WHETHER SHOWN ON

THE PLANS OR NOT.

3. CONTRACTOR TO VERIFY THAT ALL UTILITIES HAVE BEEN ABANDONED OR

PROPERLY SHUTOFF PRIOR TO EXCAVATION.

4. EXISTING UTILITIES AND TOPO LOCATIONS ARE BASED ON THE BEST

AVAILABLE INFORMATION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR

VERIFYING ALL EXISTING UTILITY LOCATION WHETHER SHOWN ON PLANS OR

NOT.

5. PRIOR TO INITIATING DEMOLITION WORK, THE CONTRACTOR SHALL DEVELOP

A DIGITAL PHOTOGRAPH AND/OR VIDEO RECORD OF THE EXISTING

STRUCTURES AND SURROUNDING PROPERTIES. THE RECORD SHALL INCLUDE

CONDITIONS OF EXISTING STREETS AND ADJACENT PROPERTIES. ONE COPY

OF THE PHOTOGRAPH AND/OR VIDEO RECORD SHALL BE PROVIDED TO THE

OWNER AND ONE TO THE ENGINEER OF RECORD.

6. ALL DEBRIS FROM DEMOLITION, NOT BEING REUSED, SHALL BE HAULED OFF

SITE AND DISPOSED OF BY LEGAL MEANS.

7. CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY FENCE, 6 FOOT

MINIMUM HEIGHT, FOR THE DURATION OF ALL DEMOLITION PHASES. UPON

COMPLETION OF DEMOLITION PHASES, FENCE MAINTENANCE SHALL BE

RESPONSIBILITY OF THE SITE CONTRACTOR.

8. CONTRACTOR SHALL NOT RESTRICT ACCESS TO ADJOINING PROPERTIES

DURING DEMOLITION OR CONSTRUCTION. ACCESS SHALL BE MAINTAINED SO

AS NOT TO INTERRUPT NORMAL OPERATIONS OF ADJACENT FACILITIES.

9. CONTRACTOR SHALL NOT ALLOW ANY UTILITY OR SERVICES TO THE

NEIGHBORING PROPERTY(S) TO BE INTERRUPTED WITHOUT THE EXPRESSED

WRITTEN PERMISSION OF THE RESPECTIVE OWNERS. THE CONTRACTOR IS

RESPONSIBLE TO MAINTAIN ALL UTILITY SERVICES TO THE NEIGHBORING

BUILDINGS. IF IT IS NECESSARY FOR CONNECTIONS TO BE INTERRUPTED, THE

CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY SERVICES (I.E..

GENERATORS, PORTABLE GAS TANKS, ETC.). THE CONTRACTOR IS

RESPONSIBLE TO COORDINATE ALL UTILITY ABANDONMENT AND REMOVAL

WITH THE RESPECTIVE UTILITY COMPANIES.

10. WORK CANNOT OCCUR OUTSIDE OF THE DEMOLITION LIMITS WITHOUT PRIOR

CONSENT OF OWNER, ADJACENT OWNER, AND LOCAL JURISDICTION. ANY

TEMPORARY EASEMENTS REQUIRED WHICH ARE NOT DEPICTED IN THE

DRAWINGS SHALL BE THE CONTRACTORS RESPONSIBILITY.

11. EROSION CONTROL PRACTICES MUST BE IN PLACE AND MAINTAINED DURING

DEMOLITION.

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:

KEY NOTEA

REMOVE EXISTING CONCRETE

REMOVE EXISTING PAVEMENT

EXISTING UTILITY TO BE REMOVED

SAWCUT

KEY NOTES:

A. REMOVE AND REPLACE 4" OF EXISTING MATERIAL, PROOF-ROLL

THE UNDERLAYING AGGREGATE AND REMOVE AND REPLACE

UNSUITABLE MATERIAL.

B. SAWCUT EXISTING PAVEMENT OR CONCRETE. SAWCUT

SIDEWALK OR CURB AND GUTTER TO THE NEAREST JOINT.

C. OVERHEAD ELECTRIC TO BE REMOVED. COORDINATE WORK

WITH UTILITY PROVIDER.

D. EXISTING UTILITY POLE TO BE REMOVED. COORDINATE WORK

WITH UTILITY PROVIDER.

E. REMOVE CONCRETE SIDEWALK.

F. EXISTING UTILITY POLE TO BE REMOVED. COORDINATE WORK

WITH UTILITY PROVIDER.

G. REMOVE APPROXIMATELY 8' OF EXISTING FENCE TO

ACCOMMODATE NEW GATE. COORDINATE EXACT LOCATION

WITH OWNER.

JA JA PA

F

PA

F

C1

/2

1/

DEMOLITION PLAN

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

D

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

8:

A

M 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.

D. PROPOSED FENCE GATE. SEE DETAIL A3 ON SHEET C700.

KEY NOTEAA

JA JA PA

F

PA

F

C2

HMA PAVEMENT SECTION

CONCRETE

SITE PLAN

/2

1/

SETBACK LINE

PROPERTY LINE

5.0' SIDE YARD

SETBACK

PRO

PERTY LINE

PROPERTY LINE

PRO

PERTY LINE

30.0'

REAR

YARD

SETBACK

30.0'REAR YARD SETBACK

10.0' SIDE YARD

SETBACK

30.0' FRONT

YARD SETBACK

30.0' FRONT

YARD SETBACK

66.0' PUBLIC

RIGHT-OF-WAY

PROPOSED

DETENTION

POND

PID: 51-034-751-00

COUNTY OF GRATIOT

701 LINCOLN, ALMA

PID: 51-034-090-00

GCFFY

123 W HILLCREST,

ALMA

PID: 51-034-092-00

GILLIS PATRICK D

115 W HILLCREST,

ALMA

PID: 51-034-094-10

DANCER BRIAN &

ROBERTA

606 S STATE ST,

ALMA

S STATE ST

PID: 51-034-094-10

VANATTEN WILLAIN L SR &

JANET K

150 E HILLCREST, ALMA

PID: 51-034-355-00

NELSON FREDRICK H &

JANICE

506 MOYER AVE, ALMA

PID: 51-034-501-20

MURGITTROYD JACK &

DORIS

510 MOYER AVE, ALMA

PID: 51-034-094-30

MURGITTROYD JACK

520 MOYER AVE, ALMA

PID: 51-034-501-01

MURPHY DEVIN MICHAEL

530 MOYER AVE, ALMA

PID: 51-034-502-00

KNIFFEN SALLY JO TRUST

536 MOYER AVE, ALMA

PID: 51-034-535-00

GILKINS JEANETTE M

618 MOYER AVE, ALMA

PID: 51-034-539-10

MARCH ROBERT D &

JOYLENE H&W

622 MOYER AVE, ALMA

PID: 51-034-612-00

SCHROT SUSAN L

704 MOYER AVE, ALMA

PID: 51-034-571-00

DELONG CHRISTINE MARIE

702 MOYER AVE, ALMA

PID: 51-034-536-00

GILKINS JEANETTE M

618 MOYER AVE, ALMA

PID: 51-034-537-00

GILKINS JEANETTE M

618 MOYER AVE, ALMA

PID: 51-034-613-00

MEPHAM TROY

706 MOYER AVE, ALMA

PID: 51-034-604-00

ROSALES SANDRA

708 MOYER AVE, ALMA

PID: 51-034-615-00

NIEMAN ERNEST & JOYCE

710 MOYER AVE, ALMA

PID: 51-034-573-00

BOWEN SHERRY

804 MOYER AVE, ALMA

PID: 51-034-574-00

RAYMOND GERALD &

PATSY H&W

808 MOYER AVE, ALMA

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 LEGEND:

PROPERTY LINE

PROPERTY SETBACK LINE

8/

/2

8:

A

M 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

O

VE

RA

LL

S

IT

E

PL

AN

.d wg

0 70 140 210 FT

1" = 70' 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

TOVERALL SITE PLAN

PROPOSED BUILDING ADDITION

HMA PAVEMENT SECTION

CONCRETE

/2

1/

T

EXISTING BUILDING

EXISTING BUILDING

PR

O

PO

SE

D

BU

IL

DI

NG

S53

S51

S51

S51

E6 E8

E6 E8

E6 E8

S58

E6 E8

E8 E9

S51

S51

E6 E8

PROPOSED DETENTION

IMPROVEMENTS

S51

EXCESS OF MATERIAL FROM

DETENTION AND UTILITIES

EXCAVATION TO BE DEPOSITED

AND LEVELED IN THIS AREA.

CONTRACTOR TO PROVIDE

POSITIVE DRAINAGE TO THE

DETENTION.

STOCKPILE

APPROXIMATE LOCATION OF

EXISTING DRAINAGE SWALE BASED

ON RECORD PLAN

SESC NOTES:

1. THE CONTRACTOR'S MEANS AND METHODS SHALL MEET THE REQUIREMENTS

OF THE SESC PROVISIONS INCLUDED WITHIN THE PLANS AND SPECIFICATIONS

AND PROVIDE COMPLIANCE WITH THE PROVISIONS OF PART 91 OF ACT 451 OF

1994, AS AMENDED.

2. CONTRACTOR TO PREPARE AND SUBMIT A CONSTRUCTION SEQUENCE AND

SESC PLAN TO DVMA CFMO-ENVIRONMENTAL OFFICE PRIOR TO COMMENCE

CONSTRUCTION.

3. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL SOIL

EROSION CONTROL MEASURES DURING CONSTRUCTION. SESC MEASURES

SHOULD BE CHECKED DAILY AND AFTER STORM EVENTS FOR

EFFECTIVENESS. OWNER SHALL MAINTAIN ALL PERMANENT SESC MEASURES

AFTER CONSTRUCTION IS COMPLETE. ALL SESC MEASURES SHALL BE

CHECKED MONTHLY FOR ONE YEAR FOR EFFECTIVENESS. ANY MEASURES

THAT HAVE FAILED SHALL BE REPAIRED AND/OR REPLACED. PRIOR TO THE

START OF EARTHWORK, IN ADDITION TO THIS PLAN, THE CONTRACTOR MUST

SUBMIT A SOIL EROSION AND SEDIMENTATION CONTROL PLAN TO THE

MICHIGAN DEPARTMENT OF LILITARY & VETERANS AFFAIRS SOIL EROSION

AND SEDIMENTATION CONTROL PROGRAM. THE INTENT OF THIS PLAN IS TO

ENSURE THAT THE CONTRACTOR HAS REVIEWED AND UNDERSTANDS THE

SESC PROVISIONS WITHIN THE PLANS AND SPECIFICATIONS. THE CHECKLIST

INCLUDE IN THE SPECIFICATIONS WILL PROVIDE THE CONTRACTOR WITH

GUIDANCE AND ASSISTANCE IN CREATING THE SESC IMPLEMENTATION PLAN.

4. ALL TEMPORARY S.E.C. MEASURES SHALL BE MAINTAINED 30 DAYS AFTER

CONSTRUCTION IS COMPLETE OR UNTIL GRADED AREAS ARE STABILIZED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING TEMPORARY

SESC MEASURES. UPON APPROVAL OF CONTRACTOR'S PLAN, THE DVMA

CFMO WILL ISSUE AN AUTHORIZATION TO PROCEED.

5. CONTRACTOR IS TO CONTACT DVMA CFMO-ENVIRONMENTAL OFFICE AT

LEAST THREE (3) DAYS PRIOR TO THE START OF CONSTRUCTION.

6. ALL GRADED AREAS EXPOSED FOR MORE THAN 20 DAYS SHALL HAVE STRAW

MULCH APPLIED AT THE RATE OF 3 TONS / ACRE. AREAS NOT AT FINISHED

GRADE AND WHICH WILL BE DISTURBED AGAIN WITHIN ONE YEAR MUST BE

SEEDED AND MULCHED WITH QUICK GROWING TEMPORARY SEEDING

MIXTURE AND MULCH. AREAS WHICH ARE AT FINISHED GRADE AND WILL NOT

BE DISTURBED FOR A YEAR MUST BE SEEDED AND MULCHED WITH A

PERMANENT SEED MIXTURE.

7. ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO PROVIDE ACCESS TO

THE SITE FOR GRADING AND TO CONSTRUCT SEDIMENT BASINS, SEDIMENT

TRAPS, DIVERSION TERRACES, INTERCEPTOR CHANNELS, AND/OR CHANNELS

OF CONVEYANCE AS APPROPRIATE.

8. EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED,

STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE WITH THE

TRIBUTARY AREAS OF THOSE CONTROLS.

9. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION MUST BE

MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL

EROSION AND SEDIMENTATION CONTROL ON A DAILY BASIS AND AFTER EACH

STORM EVENT. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK,

INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING,

REMULCHING, AND RENETTING, MUST BE PERFORMED IMMEDIATELY.

10. CONTACT INFORMATION FOR THE ON-SITE EXCAVATING CONTRACTORS,

HAULING CONTRACTORS, ETC., PERSON AND COMPANY, INCLUDING OFFICE,

MOBILE AND FAX PHONE NUMBERS, SHALL BE SUBMITTED TO DVMA

CFMO-ENVIRONMENTAL PRIOR TO COMMENCEMENT OF EARTH DISTURBANCE.

11. APPROVAL OF THE SOIL EROSION PERMIT DOES NOT AUTHORIZE ANY EARTH

DISTURBANCE ACTIVITY OFF-SITE WITHOUT WRITTEN PERMISSION FOR THAT

EARTH DISTURBANCE ACTIVITY FROM THE LANDOWNER.

12. NO DEWATERING IS PLANNED FOR THIS PROJECT. IF DEWATERING IS

REQUIRED, THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN FOR

APPROVAL TO DVMA CFMO-ENVIRONMENTAL AND/OR EGLE AS REQUIRED. NO

DEWATERING SHALL COMMENCE UNTIL APPROVAL HAS BEEN OBTAINED.

REFERS TO THE APPROPRIATE M.D.M.B. S.E.S.C.

KEYING SYSTEM DETAIL

SILT FENCE

LIMITS OF EARTH DISTURBANCE (1.33 ACRES)

PERRINTON LOAM, SAGINAW LOBE, 2 TO 6 PERCENT SLOPES

PROPOSED EROSION BLANKET W/ SEED

SOIL TYPES:

SESC LEGEND:

0 30 60 90 FT

1" = 30' SCALE BAR

SEQUENCE OF CONSTRUCTION NOTES:

NOTE: THIS TEXT IS NOT INTENDED TO DICTATE A METHODS AND MEANS TO THE

CONTRACTOR. IT IS THE SUGGESTED PROCESS FOR CONSTRUCTION ACTIVITIES IN

ORDER TO MINIMIZE THE AMOUNT OF SOIL EROSION TO THE SITE AND TO COMPLY

WITH THE REQUIREMENTS OF THE SOIL EROSION AND SEDIMENTATION CONTROL

PERMIT. AS PART OF THE PERMIT CONDITIONS, THE CONTRACTOR WILL BE HELD TO

THIS SCHEDULE AND TO THE SOIL EROSION PLAN. IF THE CONTRACTOR SEES FIT, HE

OR SHE MAY AMEND THIS SCHEDULE AND/OR PLAN, BUT A REVISED WRITTEN

SEQUENCING SCHEDULE AND/OR SOIL EROSION PLAN MUST BE SUBMITTED TO DVMA

CFMO-ENVIRONMENTAL FOR APPROVAL PRIOR TO DEVIATING TO THIS SCHEDULE

AND/OR PLAN.

STEP 1: INSTALL TEMPORARY SOIL EROSION CONTROL MEASURES

STEP 2: ROUGH GRADING: STRIPPING AND STOCKPILING TOPSOIL. AREAS THAT WILL NOT BE

FURTHER DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE

IMMEDIATELY SEEDED WITH MULCH. EXCESS MATERIAL SHALL EITHER BE STOCKPILED

IN THE AREAS SHOWN ON THE DRAWINGS, LEVELED ON SITE, OR DISPOSED OF

OFF-SITE IN A LEGAL MANNER. STOCKPILES SHALL BE TEMPORARILY STABILIZED WITH

SILT FENCE AND/OR TEMPORARY SEEDING.

STEP 3: UNDERGROUND UTILITIES. EXCAVATED MATERIAL FOR UTILITIES SHALL EITHER BE

STOCKPILED, LEVELED ON SITE, OR DISPOSED OF OFF-SITE IN A LEGAL MANNER.

STEP 4: BUILDING CONSTRUCTION

STEP 5: FINAL GRADING (1): AREAS OUTSIDE THE INFLUENCE OF FURTHER CONSTRUCTION

ACTIVITIES SHALL BE FINAL GRADED AND STABILIZED WITH PERMANENT SEED AND

MULCH.

STEP 6: PAVING.

STEP 7: FINAL GRADING (2):ALL REMAINING AREAS SHALL BE SEEDED AND MULCHED

WITHIN 5 DAYS OF FINAL GRADING.

STEP 8: TEMPORARY SOIL EROSION CONTROL MEASURES ARE TO BE REMOVED WHEN

PERMANENT MEASURES ARE IN PLACE AND THE AREA IS STABILIZED.

CONTINUED MAINTENANCE OF ALL PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL

MEASURES SHALL BE THE RESPONSIBILITY OF THE OWNER. MAINTENANCE RESPONSIBILITIES

SHALL BECOME A PART OF ANY SALES OR EXCHANGE AGREEMENT FOR THE LAND ON WHICH THE

PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ARE LOCATED.

8/

/2

8:

A

M 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\C

SE

CS

P

LA

N.

dw g

SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE

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

JA JA PA

F

PA

F

C3

SESC KEYING SYSTEM

ITHACA LOAM, 0 TO 3 PERCENT SLOPES

PROPOSED SEED AND MULCH AREA

SOIL BOUNDARY

S53

SOIL EROSION AND

SEDIMENT CONTROL PLAN

VICINITY MAP

PROJECT

LOCATION

APPROXIMATELY 780 FT

FROM COUNTY DRAIN #144

/2

1/