Plans - Part 1 19526.pdf

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GENERAL NOTES:

1. GENERAL NOTES APPLY TO ALL DRAWINGS

2. DO NOT SCALE DRAWINGS. ANY DIMENSIONAL INFORMATION REQUIRED WHICH IS

NOT INDICATED ON DRAWING DIMENSION STRINGS SHALL BE OBTAINED FROM THE

ARCHITECT.

3. DIMENSIONS SHOWN ARE FINISH SURFACE OF EXISTING CONSTRUCTION, UNLESS

NOTED OTHERWISE.

4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS (I.E.

EXISTING MATERIALS, FRAMING MEMBER SIZES AND LOCATIONS, METHODS OF

CONSTRUCTION). IF DISCREPANCIES ARE FOUND, NOTIFY ARCHITECT BEFORE

PROCEEDING WITH WORK.

5. CONTRACTOR SHALL PAY ALL PERMIT FEES.

6. CONTRACTOR SHALL MAINTAIN THE IMMEDIATE CONSTRUCTION SITE IN A SECURE,

CLEAN AND SAFE MANNER.

7. PROTECTION: CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR TAKING ALL

STEPS NECESSARY TO PROTECT THE PUBLIC FROM INJURY AND ADJACENT PROPERTY

DAMAGES DURING CONSTRUCTION.

8. REPAIR ALL EXISTING CONSTRUCTION AFFECTED BY NEW WORK TO ITS ORIGINAL

CONDITION.

CIVIL

DRAWING INDEX:

I Certify That The Electrical Plans Were Prepared Under My Direct Supervision

DT TITLE SHEET

I Certify That The Architectural Plans Were Prepared Under My Direct Supervision

I Certify That The Structural Plans Were Prepared Under My Direct Supervision

I Certify That The Civil Plans Were Prepared Under My Direct Supervision

ARCHITECTURALSTRUCTURAL ELECTRICAL

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ROBERT C. HALL, RA, NCARB, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

STATE OF MICHIGAN

HEIDI WASHINGTON , Director

DEPARTMENT OF CORRECTIONS

OHM PROJECT No.

DATE:

DTMB File No.

ACCOUNTING TEMP

7136200060

25 FEB 2021

CONSTRUCTION DOCUMENTS

472/19526.JBB

472AMFMAINTPROJ

BARAGA CORRECTIONAL FACILITY

ADA EGRESS RAMPS CONSTRUCTION

13924 WADAGA RD.

BARAGA, MI 49908

A-101 HOUSING UNIT 5 RAMP PLAN

A-102 HOUSING UNIT 6 RAMP PLAN

A-103 DETAILS AND SCHEDULES

S-001 STRUCTURAL STANDARDS

S-002 STRUCTURAL DETAILS

S-003 STRUCTURAL DETAILS

S-004 STRUCTURAL DETAILS

E-001 GENERAL ELECTRICAL INFO

E-101 HOUSING UNIT 5 ELECTRICAL PLANS

E-102 HOUSING UNIT 6 ELECTRICAL PLANS

E-301 ELECTRICAL DETAILS

E-302 ELECTRICAL DETAILS

E-303 HOUSING UNIT 5 DOOR MONITORING SCHEMATIC

E-304 HOUSING UNIT 6 DOOR MONITORING SCHEMATIC

E-401 ELECTRICAL SCHEDULES

C-001 NOTES/ LEGEND

C-120 UNIT 5 REMOVAL PLAN

C-121 UNIT 6 REMOVAL PLAN

C-130 UNIT 5 PROPOSED SITE PLAN

C-131 UNIT 6 PROPOSED SIRE PLAN

http://www.ohm-eng.com http://www.ohm-eng.com

FLAMMABLE MATERIAL

HAZARDOUS OR

LIGHT/DECOR LAMP POLE

TRAVERSE POINT

MISCELLANEOUS SYMBOLS

BENCHMARK

USED WITH UNDERGROUND GAS &

ELECTRICAL LINES

USED WITH TELEPHONE &

UTILITY PATTERN

ELECTRICAL *

GAS\OIL

WATER

FIBER OPTIC *

TOPO PATTERN

FENCE

REMOVAL LEGEND

SANITARY

STORM

UNDERGROUND UTILITY

CAUTION - CRITICAL

SIDEWALK REMOVAL

FENCE

CABLE/TELEPHONE *

PROPOSED

STORM

12"

FIBER OPTIC LINES

STRUCTURE NUMBER

WM SAN STM

UTILITY SYMBOLS

STORM MANHOLE

ROUND CATCH BASIN

SANITARY MANHOLE

FIRE HYDRANT

INLET/CATCH BASIN

GATE VALVE & WELL

SPRINKLER HEAD

WATER STOP BOX

GATE VALVE & BOX

12"

EARTH DISTURBANCE

ADJ ADJUST

APPROX APPROXIMATELY

ASPH ASPHALT

B/BANK BOTTOM OF BANK

CONC CONCRETE

CT CURB TRANSITION

C&G CURB AND GUTTER

CVT CITY, VILLAGE, OR TOWNSHIP

DIA DIAMETER

DW DOMESTIC WATER

EA EDGE OF ASPHALT

ELEC ELECTRIC

ELEV ELEVATION

EX EXISTING

F/C FACE OF CURB

FF FINISH FLOOR

FG FINISHED GRADE

FT FEET

HDCP HANDICAP

INV INVERT ELEVATION

OB OBSERVATION WELL

OBS OBSERVED

OH OVERHEAD

OT OVER TOPPING

PROP PROPOSED

R RADIUS

RES RESET

RIM TOP OF UTILITY/DRAINAGE STRUCTURE

ROW RIGHT-OF-WAY

SAN SANITARY

SP SPRING WATER

SQFT SQUARE FEET

STM STORM

SYD SQUARE YARD

TC TOP OF CURB

TELE TELEPHONE

TP TRAVERSE POINT

TS&M TOPSOIL, SEED & MULCH

TYP TYPICAL

T/BANK TOP OF BANK

UG UNDER GROUND

WEL WELL LINES

W# WELL LINE

WM WATER MAIN

WTR WATER

YBT YELLOW BENCH TIE

D

RIPRAP SIZE WHERE 50% OF STONES

ARE LARGER

D

MAX

MAX STONE SIZE / AVG DEPTH OF

RIPRAP

ABBREVIATIONS:

UTILITY NOTES

1. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE PROTECTION OF ALL EXISTING

UTILITIES DURING CONSTRUCTION. ALL UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE

REPAIRED WITH LIKE MATERIAL. THE EXACT LOCATION OF EXISTING UTILITIES SHALL BE LOCATED

BY HAND DIGGING.

2. THE UTILITY LOCATIONS ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF UTILITY

RECORDS. HOWEVER, IT IS NOT POSSIBLE TO DETERMINE THE PRECISE SIZE, LOCATION, DEPTH, PRESSURE, OR ANY OTHER CHARACTERISTICS OF UNDERGROUND UTILITIES, TANKS OR SEPTIC

FIELDS WITHOUT EXCAVATION. THEREFORE, WE CANNOT GUARANTEE THE ACCURACY OR

COMPLETENESS OF THE BURIED UTILITY INFORMATION HEREON SHOWN. THE CONTRACTOR SHALL

HIRE A PRIVATE UTILITY LOCATOR TO LOCATE UTILITIES ON SITE. IT SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR TO VERIFY THESE UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND MAKE

EVERY EFFORT TO PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE CONTRACTOR SHALL

NOTIFY THE ENGINEER / SURVEYOR AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS

FOUND.

REMOVAL

1. REMOVALS SHALL BE DONE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

2. ANY ADDITIONAL TREE REMOVALS, CLEARING, GRADING, ETC. NEEDED FOR THE CONTRACTOR'S STAGING

AND/OR WORK OPERATIONS SHALL BE COMPLETED AND AREA RESTORED TO THE SATISFACTION OF THE

OWNER WITHOUT ADDITIONAL COMPENSATION.

3. ADDITIONAL WORK OUTSIDE OF THE LIMITS SHOWN ON THE PLAN SHALL BE SUBMITTED TO THE ENGINEER

FOR APPROVAL PRIOR TO STARTING THE ADDITIONAL WORK.

4. MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE PROPERLY DISPOSED

OF AT AN OFF SITE LOCATION.

DTMB: GENERAL NOTES

1. IN CASE OF DISCREPANCIES BETWEEN THE MDOT STANDARD SPECIFICATIONS AND MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET (DTMB) DC SPEC, THE DTMB PROVISIONS

CONTROL.

GENERAL NOTES

1. IT IS THE CONTRACTORS RESPONSIBILITY TO SECURE ALL PERMITS AND POST ALL BONDS PRIOR TO

CONSTRUCTION, OR ENSURE THAT ALL REQUIRED PERMITS AND BONDS HAVE BEEN OBTAINED

PRIOR TO CONSTRUCTION.

2. ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE IN PLACE

PRIOR TO STARTING REMOVALS.

3. THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO STREETS, SIDEWALKS, OTHER

STRUCTURES, AND ADJACENT AREAS CAUSED BY DEMOLITION OR HAULING OPERATIONS.

4. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ENSURE WORKER SAFETY AND

COMPLIANCE WITH MI-OSHA GUIDELINES.

5. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS PRIOR TO CONSTRUCTION.

ADJUST WORK AS REQUIRED TO MEET FIELD DIMENSIONS AT NO ADDITIONAL COST TO THE OWNER.

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING

WITH WORK.

6. THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH

ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE 2012 MDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION AND THE MICHIGAN DEPARTMENT OF CORRECTIONS.

7. THE CONTRACTOR SHALL CONDUCT THEIR OPERATIONS IN SUCH A MANNER AS TO COMPLY WITH

ALL FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS, HOURS OF OPERATION FOR

CONSTRUCTION ACTIVITY, VIBRATIONS, OR ANY OTHER RESTRICTIONS. NO ADDITIONAL

COMPENSATION WILL BE DUE TO THE CONTRACTOR FOR ANY WINTER PROTECTION MEASURES

THAT MAY BE REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS.

8. COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE

CONTRACTOR FOR ANY DELAY OR INCONVENIENCE DUE TO MATERIAL SHORTAGES OR DELAYS DUE

TO THE OPERATIONS OF SUCH OTHER PARTIES DOING WORK INDICATED OR SHOWN ON THE PLANS

OR IN THE PROPOSAL OR FOR ANY DELAYS IN CONSTRUCTION DUE TO THE ENCOUNTERING OF

EXISTING UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THE PLANS.

9. ANY QUANTITIES AND DIMENSIONS SHOWN ON THE PLANS ARE PROVIDED FOR INFORMATION ONLY, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION.

EARTHWORK GRADING & RESTORATION

1. THE CONTRACTOR SHALL RESTORE ALL ADJACENT AREAS UPON COMPLETION OF THE PROJECT.

2. ALL DISTURBED AREAS SHALL BE BROUGHT TO FINAL GRADE AND STABILIZED AS SOON AS POSSIBLE

AFTER BEING DISTURBED. PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL

BE INSTALLED WITHIN FIVE CALENDAR DAYS OF COMPLETING FINAL GRADING.

3. ALL FILL SHALL BE CLEAN SATISFACTORY MATERIAL AS IDENTIFIED IN THE SPECIFICATIONS.

4. SURPLUS EXCAVATED MATERIAL MAY BE USED TO FLATTEN FILL SLOPES AS DIRECTED BY THE ENGINEER.

ANY SURPLUS OR UNSUITABLE MATERIAL, INCLUDING PEAT EXCAVATION, UNABLE TO BE USED SHALL

BECOME THE PROPERTY OF THE CONTRACTOR FOR DISPOSAL.

5. PROTECT AREAS ADJACENT TO MATERIAL STOCKPILES WITH SILT FENCE AS REQUIRED.

6. CONTRACTOR SHALL PLACE TOPSOIL AND SOD ON ALL DISTURBED AREAS NOT UNDER PAVEMENT OR

OTHERWISE LABELED.

7. PROVIDE SCREENED, WEED FREE TOPSOIL FOR RESTORATION.

CONCRETE CONSTRUCTION

1. CONCRETE USED FOR CURB AND SIDEWALK SHALL MEET THE REQUIREMENTS OF SECTION 601 OF THE 2012

MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

2. CONCRETE SIDEWALKS SHALL BE CONSTRUCTED ACCORDING TO MDOT STANDARD DETAIL R-29 SERIES.

3. EXPANSION JOINTS WITH EXPANSION FILLER SHALL BE PLACED WHERE THE CONCRETE PAVEMENT ABUTS AN

EXISTING PAVED SURFACE OR BUILDING OR AS DIRECTED BY THE ENGINEER.

4. PROPOSED SIDEWALK CUT JOINTS SHALL BE CONSTRUCTED TO DIVIDE THE SIDEWALK INTO APPROXIMATELY

25 SQUARE FOOT AREAS OR AS DIRECTED BY THE ENGINEER.

5. ALL SIDEWALKS AND BARRIER FREE RAMPS SHALL BE CONSTRUCTED WITH A MAXIMUM 1:48 CROSS-SLOPE

AND A MAXIMUM 1:12 LONGITUDINAL SLOPE.

6. ALL SIDEWALKS EXCEEDING THE MAXIMUM LONGITUDINAL SLOPE SHALL BE PROVIDED WITH HAND RAILS ON

BOTH SIDES AS DIRECTED BY THE ENGINEER.

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INLET FILTER

UNDERDRAIN

CONCRETE

GRAVEL

SOD

ROUND CATCH BASIN

DTMB: SOIL EROSION AND SEDIMENTATION CONTROL

1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL (SESC)

RULES AND REGULATIONS (SOIL EROSION AND SEDIMENTATION CONTROL - 1994 PA 451, PART 91, AS

AMENDED, MCL 324.9101 ET SEQ.).

2. ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF WATERS OF THE STATE REQUIRE A

SESC PERMIT. IF A SESC PERMIT IS REQUIRED THE PROFESSIONAL SERVICES CONTRACTOR (DESIGN

CONSULTANT) SHALL PREPARE AN SESC PLAN. THE SESC PLAN SHALL ADDRESS BOTH WIND AND WATER

EROSION AND SEDIMENTATION.

3. THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT'S SESC PLAN IN ORDER TO PREPARE AND

ISSUE FOR APPROVAL AN “SESC IMPLEMENTATION PLAN”, WHICH INDICATES THE CONTRACTOR'S

INTENDED IMPLEMENTATION OF THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE.

4. THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL ISSUE THE

CONTRACTOR AN “AUTHORIZATION TO PROCEED WITH EARTH CHANGE”, WHICH IS TO BE POSTED AT THE

JOB SITE. THIS DOCUMENT IS ISSUED IN LIEU OF A PERMIT FROM THE COUNTY OR OTHER LOCAL

ENFORCING AGENCY.

5. THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AS

REQUIRED BY THE PROJECT'S SESC PLAN, SESC IMPLEMENTATION PLAN, DTMB'S SOIL EROSION AND

SEDIMENTATION CONTROL GUIDEBOOK, DATED FEBRUARY 2005, AND AS

DIRECTED BY THE PROFESSIONAL SERVICES CONTRACTOR, DTMB SESC INSPECTOR, AND/OR DTMB

PROJECT DIRECTOR. THE DTMB SESC INSPECTOR SHALL INSPECT THE SITE WEEKLY AND AFTER

SIGNIFICANT RAIN EVENTS.

6. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES

PRIOR TO OR UPON COMMENCEMENT TO EARTHWORK ACTIVITIES.

7. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF SITE.

FREQUENCY OF SWEEPING WILL BE BASED ON SITE CONDITIONS.

8. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS.

9. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, USING DTMB SESC BEST MANAGEMENT PRACTICES.

10. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE

PROJECT. RECOMMEND INSPECTING AND MAINTAINING EROSION AND SEDIMENTATION CONTROLS ON A

DAILY BASIS. AT A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC MEASURES ONCE A

WEEK AND AFTER RAIN EVENTS.

11. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 HOURS, IF WATERS OF

THE STATE ARE BEING IMPACTED OR WITHIN 48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC

MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER

DETECTION.

12. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY

DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE

HAS BEEN COMPLETED. THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL

PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS STABILIZED.

13. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT SOIL

EROSION MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. CARE SHALL BE TAKEN DURING REMOVAL

TO PREVENT SOIL EROSION AND SEDIMENTATION.

14. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE MAINTAINED BY THE

PROPERTY OWNER.

http://www.ohm-eng.com

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UNIT 5 EXISTING SITE PLAN1

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180 SYD REM CONC

REMOVE TO NEAREST CONTROL JOINT

147 SYD EARTH DISTURBANCE

180 SYD EARTH DISTURBANCE

247 SYD EARTH DISTURBANCE

18 FT REM, FENCE

86'

54'

61'

NOTE: CONTRACTOR SHALL PROVIDE BARRIER

FENCE AROUND ALL EXCAVATIONS

INLET FILTER, TYP

feetGRAPHIC SCALE: FULL feetHALF http://www.ohm-eng.com

Know what's below.

before you dig.Call

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UNIT 6 EXISTING SITE PLAN1

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531 SYD EARTH DISTURBANCE

18 FT REM FENCE

PROTECT EX LIGHT POLE

UNDERGROUND UTILITY

CAUTION - CRITICAL

INLET FILTER, TYP

feetGRAPHIC SCALE: FULL feetHALF http://www.ohm-eng.com

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725.14

MATCH EX

725.13

MATCH EX

724.62

MATCH EX

723.54

MATCH EX

724.89

723.92

724.99

724.42

722.64 INV

722.32 INV

N: 725255.56

E: 25868009.39

N: 725275.88

E: 25868015.76

N: 725242.41

E: 25867980.06

N: 725230.36

E: 25867982.89

N: 725356.23

E: 25867920.87

N: 725344.18

E: 25867920.28

N: 725334.08

E: 25867918.09

N: 725344.36

E: 25867845.25

N: 725335.36

E: 25867845.10

N: 725346.02

E: 25867834.54

N: 725357.94

E: 25867834.84

N: 725245.36

E: 25867983.14

N: 725257.46

E: 25867980.32

N: 725268.90

E: 25868002.43

N: 725262.02

E: 25868000.10

N: 725233.65

E: 25868014.91

N: 725233.36

E: 25867992.61

N: 725244.80

E: 25867988.42

N: 725231.52

E: 25868021.86

ROUND CB-COVER 1040M3

1040-1ZPT ASSEMBLY, ADA

COMPLIANT AND CENTER

BOLTING

T/CAST 722.00

12" RCP INV NE 717.33

A

2'-0"

1/2" MOTAR BED

4"

4'-0"

3"

2" MAX

8" BRICK, 6" CONC BLOCK OR

CONC.

DIA. AS SPECIFIED

INVERT ELEVATION AND DIAMETER AS

SPECIFIED ON THE PLANS

150' MAXIMUM NOTE: DISTANCE TO NEAREST

4' DIA. STRUCTURE

MIN 6" AGGREGATE BASE

PRECAST 3500 P.S.I. CONC. BASE WITH 6

GA. 4"x4" MESH.-MIN.

2000 PSI

CONC.

1040M3 1040-1ZPT ASSEMBLY,

ADA COMPLIANT AND

TAMPER PROOF BOLTED

M I N

M A

X

PLASTER COAT ENTIRE

STRUCTURE, BRICK OR BLOCK

WITH

" CEMENT MORTAR.

Know what's below.

before you dig.Call

R

PROPOSED UNIT 5 EGRESS RAMP1

P

L

U

R

I B

U

E

S

U

N

U

M

C

I

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H an co ck

S tre et

H an co ck

, M I 4 p (9

) 4

-0 f

(9

) 4

-6

Ar ch ite ct s.

E ng in ee rs

. P la nn er s.

D

EP

A

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G Y

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EN

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A

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IN

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TR

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N A

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IV

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AD

A

EG

RE

SS

R

AM

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UC

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DE

PA

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EN

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BA

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UN

IT

P

RO

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SE

D

SI

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P

LA

N

RESTORATION AS NEEDED TO INSTALL NEW STORM LINE

APPROXIMATELY 147 SYD

RESTORATION AS NEEDED TO REPLACE WALK

APPROXIMATELY 19 SYD

REPLACE CONC WALK AS NEEDED TO INSTALL RAMP AND NEW STORM LINE

APPROXIMATELY 163 SYD

RESTORATION AS NEEDED TO INSTALL RAMP

APPROXIMATELY 18 SYD

RESTORATION AS NEEDED TO INSTALL RAMP

APPROXIMATELY 71 SYD

REPLACE GATE, SEE ARCH PLANS FOR DETAILS

S

Y

D

O

N

W

A

L

K

RESTORATION AS NEEDED TO INSTALL CULVERT

AND CONC WALK APPROXIMATELY 71 SYD

RESTORATION AS NEEDED TO INSTALL CULVERT AND CONC WALK

APPROXIMATELY 63 SYD

5 SYD, GRAVEL

5 SYD GRAVEL

SEE ARCH PLANS FOR DIMENSIONS

AND GRADING FOR RAMP

R

R

STANDARD INLET DETAIL2

32 FT, 8" PVC CULVERT WITH GRATED END SECTION (OR RODENT GUARD)

ATTACH WITH TAMPER PROOF FASTENERS.

PROPOSED CATCH BASIN,

SEE DETAIL 2 ON THIS SHEET

12" RCP INV WSW 716.11

CONTRACTOR TO VERIFY

EX. 6" PVC STORM IS FOR

BUILDING DRAIN TILE

CONNECT REROUTED

DRAIN TILE TO EXISTING

CONNECT TO EXISTING

86' feetGRAPHIC SCALE: FULL feetHALF

R

R http://www.ohm-eng.com

N: 724827.63

E: 25868250.29

N: 724828.33

E: 25868251.01

N: 724820.68

E: 25868243.10

N: 724816.09

E: 25868261.04

N: 724816.63

E: 25868261.88

N: 724798.37

E: 25868243.01

N: 724797.76

E: 25868259.66

N: 724780.89

E: 25868242.19

N: 724781.26

E: 25868220.98

N: 724798.23

E: 25868221.27

N: 724806.11

E: 25868213.67

N: 724797.95

E: 25868204.92

N: 724808.97

E: 25868194.47

N: 724817.14

E: 25868203.12

718.23

718.49

718.86

719.11

718.89

719.29

719.12

719.55

718.07

718.07

718.23

N: 724808.56

E: 25868232.16

N: 724809.53

E: 25868233.00

N: 724808.56

E: 25868249.26

N: 724791.64

E: 25868231.82

Know what's below.

before you dig.Call

R

PROPOSED UNIT 6 EGRESS RAMP1

P

L

U

R

I B

U

E

S

U

N

U

M

C

I

R

C

U M

S

P

I

C

E

S

I

Q

U

E R

E

I S

P E

N I

N S

U L

A M

A M

O

E

N

A

M

H an co ck

S tre et

H an co ck

, M I 4 p (9

) 4

-0 f

(9

) 4

-6

Ar ch ite ct s.

E ng in ee rs

. P la nn er s.

D

EP

A

RT

M

EN

T O

F

TE

CH

N

O

LO

G Y

, M A

N A

G

EM

EN

T

A N

D B

U D

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ET

ST

A

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F M

IC

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A

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A , N

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EC

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F

A

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A

D M

IN

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TR

A

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N A

N D

C O

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O N

D

IV

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AD

A

EG

RE

SS

R

AM

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NS

TR

UC

TI

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DE

PA

RT

M

EN

T

O F

CO

RR

EC

TI

O

NS

BA

RA

G A

UN

IT

P

RO

PO

SE

D

SI

TE

P

LA

N

RESTORATION AS NEEDED TO INSTALL WALK &

PROMOTE DRAINAGE TO EXISTING CATCH BASINS

APPROXIMATELY 301 SYD

RESTORATION AS NEEDED TO INSTALL WALK &

PROMOTE DRAINAGE TO EXISTING CATCH BASINS

APPROXIMATELY 73 SYD

147 SYD, CONC WALK

SEE STRUCT PLANS FOR DETAILS

16' CONC CURB, SEE DETAIL 3

ON S-003

5 SYD, GRAVEL

12 SYD, GRAVEL

R

R

INSTALL NEW GATE, SEE ARCH PLANS FOR DETAILS

PROTECT EX LIGHT POLE

R15'

R15' feetGRAPHIC SCALE: FULL feetHALF http://www.ohm-eng.com http://www.ohm-eng.com http://www.ohm-eng.com