511_17092.JBB_Civil_Plans.pdf

UTILITY NOTES

1. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL

EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO

CONSTRUCTION BY CALLING MISS-DIG (811) AT LEAST 3 WORKING DAYS PRIOR TO EXCAVATION.

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.

3. 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.

CITY OF GLADSTONE WATER

1100 DELTA AVE GLADSTONE, MI 49837

ERIC BUCKMAN

906-428-3460

CITY OF GLADSTONE ELECTRIC

1100 DELTA AVE GLADSTONE, MI 49837

MARK POLEGA

906-428-1701

Patrick.Delisi@charter.com

DTE GAS

2900 27th AVE N ESCANABA, MI 49829

800-477-4747

CHARTER SPECTRUM COMMUNICATION

401 N 30th ST A ESCANABA, MI 49829

TODD MYREK

906-396-2489

AT&T FIBER/PHONE

211 EAST B ST IRON MOUNTAIN, MI 49801

MARSHA BERTOLDI

906-396-9488

ADJ ADJUST

APPROX APPROXIMATELY

ASPH ASPHALT

B/BANK BOTTOM OF BANK

CONC CONCRETE

CT CURB TRANSITION

C&G CURB AND GUTTER

CVT CITY, VILLAGE, 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

UNO UNLESS NOTED OTHERWISE

WEL WELL LINES

W# WELL LINE

WM WATER MAIN

WTR WATER

YBT YELLOW BENCH TIE

D50 RIPRAP SIZE WHERE 50% OF STONES

ARE LARGER

DMAX MAX STONE SIZE/AVG DEPTH OF

RIPRAP

REMOVAL

1. ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR

TO STARTING REMOVALS.

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

3. SAW CUTTING FOR PAVEMENT REMOVAL AS SHOWN ON THE PLANS OR AS DIRECTED BY THE

ENGINEER SHALL BE TO THE DEPTH REQUIRED FOR NEAT REMOVAL OF PAVEMENT OR CONCRETE. DO

NOT OVERCUT PAST ENDS OR CORNERS. REPAIR/RESTORE ALL DAMAGED AREAS.

4. SAW CUTTING DEPTH SHALL BE ADEQUATE TO PREVENT SPALLING, CHIPPING, OR DAMAGE TO

EXISTING PAVEMENT EDGES LEFT IN PLACE AS DIRECTED.

5. 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.

6. ADDITIONAL WORK OUTSIDE OF THE LIMITS AS SHOWN ON THE PLAN SHALL BE SUBMITTED TO THE

ENGINEER FOR APPROVAL PRIOR TO STARTING THE ADDITIONAL WORK.

7. MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE PROPERLY

DISPOSED OF AT AN OFF SITE LOCATION.

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. CONTRACTOR SHALL PLACE SALVAGED AND ADDITIONAL TOPSOIL, SEED AND MULCH ON ALL

DISTURBED AREAS NOT UNDER PAVEMENT OR OTHERWISE LABELED, AS DIRECTED BY THE ENGINEER

TO PROVIDE A MINIMUM 3" THICKNESS. SEED MIX DESIGN FOR ALL SLOPE RESTORATION SHALL BE PER

TABLE 816-1 & 917-1 OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

FOR CONSTRUCTION.

4. ALL FILL SHALL BE CLEAN INERT MATERIAL.

5. 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.

6. CONTRACTOR SHALL SUBMIT LOCATIONS OF MATERIAL STOCKPILES TO THE ENGINEER FOR APPROVAL.

PROTECT ADJACENT AREAS WITH SILT FENCE AS REQUIRED.

CONCRETE CONSTRUCTION

1. CONCRETE USED FOR CURB AND SIDEWALK SHALL MEET THE REQUIREMENTS OF SECTION 1004 OF THE

2020 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.

7. SIDEWALK CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MDOT STANDARD PLAN R-28

SERIES.

8. CONCRETE PLACEMENT AND PROTECTION CONFORMING TO ACI 117 301, 305R, 306.1, AND 308.1, CURRENT

EDITIONS IS REQUIRED.

ABBREVIATIONS:

GENERAL NOTES

1. IT IS THE CONTRACTOR'S 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING TRAVERSE POINTS AND BENCH

MARKS WHEN WORKING WITHIN THE PROPERTY LIMITS.

3. CONTRACTOR SHALL KEEP ALL PUBLIC STREETS ADJACENT TO THE SITE FREE OF CONSTRUCTION

DEBRIS AND SEDIMENT. DUST SHALL BE CONTROLLED ON SITE AT ALL TIMES BY WATERING OR

OTHER NECESSARY MEANS.

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

STRUCTURES AND ADJACENT AREAS CAUSED BY DEMOLITION, HAULING, OR OTHER PERFORMANCE

OF THE WORK.

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

COMPLIANCE WITH MI-OSHA GUIDELINES.

6. 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 AS SOON AS POSSIBLE.

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

ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE 2020 MDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION, THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES AND CITY OF GLADSTONE.

8. THE CONTRACTOR SHALL CONDUCT 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.

9. 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.

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

AGGREGATE CONSTRUCTION

1. AGGREGATE USED FOR PAVEMENT BASE SHALL MEET THE REQUIREMENTS OF SECTION 902 OF THE 2020

MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND SHALL BE MDOT CLASS 22A OR 21AA OR AS

APPROVED BY THE ENGINEER.

2. AGGREGATE BASE CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 302 OF THE 2020 MDOT

STANDARD SPECIFICATIONS FOR CONSTRUCTION.

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 JULY 2019, 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. THE DTMB RECOMMENDS 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.

MAINTENANCE OF TRAFFIC

1. CONTRACTOR TO PROVIDE NECESSARY SIGNAGE, BARRICADES, AND OTHER DEVICES FOR PROTECTION OF

THE PUBLIC AND CONSTRUCTION WORKERS PRIOR TO PERFORMING ANY WORK.

2. CONTRACTOR SHALL COORDINATE STAGING AND ACCESSIBILITY WITH OWNER.

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH 906.482.0535 | F 906.482.6453

APPLICATION

DATE

PERMITS APPROVAL DATE

BY CONTRACTOR DTMB SESC

http://www.ohm-eng.com

TRAVERSE POINT

BENCHMARK

SIDEWALK REMOVAL

TOPO LEGEND

FENCE

SYMBOL LEGEND

STORM MANHOLE

ROUND CATCH BASIN

SANITARY MANHOLE

PK NAIL

CONIFEROUS TREE

CONIFEROUS SHRUB

DECIDUOUS TREE

DECIDUOUS SHRUB

UTILITY POLE

CULVERT W/END SECTION

UTILITY LEGEND

ELECTRICAL *

GAS\OIL

WATER

FIBER OPTIC *

SANITARY

STORM

CABLE/TELEPHONE *

MONUMENT

TRANSFORMER PAD

ROCK

MAIL/NEWSPAPER BOX

FIRE HYDRANT

LIGHT/DECOR LAMP POLE

GATE VALVE & BOX

REMOVAL LEGEND

EARTH EXCAVATION

CONCRETE

SLOPE RESTORATION

PROPOSED LEGEND

SF SF SF SF SF

SILT FENCE

GATE WELL

SIGN

FLAG POLE

GUY POLE

CLEANOUT

TYPICAL CONCRETE SIDEWALK SECTION1

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH 906.482.0535 | F 906.482.6453⅊

PROPERTY LINE

RIPRAP

LANDSCAPE BUFFER

LANDSCAPE STONE3

PLASTIC EDGING

FILTER FABRIC

LANDSCAPE STONE

SF

S

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F

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10.0'

Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

90603015

EARTH EXCAVATION

EARTH EXCAVATION

68 SYD SIDEWALK REMOVAL

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH 906.482.0535 | F 906.482.6453

LEGAL DESCRIPTION (TAX DESCRIPTION)

GOVERNMENT LOTS 3 & 4, SECTION 28, TOWNSHIP 40 NORTH, RANGE 22 WEST.

BEG NW COR MPLS AVE & 18TH ST; TH W ALG N LN OF MPLS AVE AS EXTEN 537' W'RLY; TH S 17*27' E 530' M/L TO N LN OF MARBLE AVE; TH E ANG N LN OF MARBLE AVE 567.3' TO E LN OF GL#3; TH N ALG E LN OF GL#3 54.5' TO W LN OF 18TH ST; TH N ALG W LN OF18TH ST 270' M/L TO POB. RESERVING N 70' FOR ESMNTS FOR ST, SEWERS, WATER, POWER LINES AND OTHER POSSIBLE UTILITIES

PARCEL #052-628-005-00 - LIBER 229 PAGE 333

46.8'

PULL UP BARS REMOVE

BY OWNER

UTILITY POLE REMOVED BY OTHERS.

SEE ELECTRICAL SITE PLAN FOR DETAILS

69.7'

40.0'

SALVAGE EX LANDSCAPE BUFFER

REM CONC WALK SAWCUT SEE

ELECTRICAL SITE PLAN FOR DETAILS

Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

90603015

PROP ADDITION

PROP ADDITION

CONC WALK

STOOP

SEE SHEET S-102 FOR DETAIL

10'

ROOF DRAIN OUTLET RODENT GUARD

AND 8.3 SYD RIPRAP AT OUTLET

ROOF DRAIN OUTLET RODENT GUARD

AND 8.3 SYD RIPRAP AT OUTLET

LANDSCAPE BUFFER

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OHM PROJECT No.

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7136210080

SI

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH 906.482.0535 | F 906.482.6453

20.33' 8'

46'

3'

TRANSFORMER CONC PAD

SEE ELEC SITE PLAN FOR DETAILS

R

70''

R

71'

80 LFT,

6'' PVC @ 2% MIN TO DAYLIGHT

58 LFT,

6'' PVC @ 2% MIN TO DAYLIGHT

10'

13'

594 SYD RESTORATION

603 SYD RESTORATION

RESTORATION

SEE ELEC SITE PLAN FOR DETAILS

STOOP

SEE SHEET S-102 FOR DETAIL

Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

90603015

PROP ADDITION

R

ARCHITECTS. ENGINEERS. PLANNERS

OHM-ADVISORS.COM

PR

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IN

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CO

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7136210080

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH 906.482.0535 | F 906.482.6453

PROP ADDITION

ECW613.62

ECW613.70 ECW613.45

ECW613.52

ECW613.21

ECW613.14

ECW613.10

ECW613.15

ECW613.70

ECW613.70

ECW613.70

FF613.70

FF613.70

613.30

MATCH EX

612.27

MATCH EX

612.48

MATCH EX

612.29

MATCH EX

612.56

MATCH EX

610.64

MATCH EX

610.77

MATCH EX

611.78

MATCH EX

612.85

MATCH EX

612.23

MATCH EX

613.33

MATCH EX

612.23

MATCH EX

611.54

MATCH EX

611.28

MATCH EX

613.19

MATCH EX

613.14

MATCH EX

610.54

610.99

ECW613.70

ECW613.63

FF613.70

613.62

MATCH EX

612.87

MATCH EX

FF613.70

612.12

MATCH EX

612.30

MATCH EX

ECW612.83

ECW612.98

ECW612.99

ECW612.84

Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

90603015

PROP ADDITION

PROP ADDITION

R

ARCHITECTS. ENGINEERS. PLANNERS

OHM-ADVISORS.COM

PR

EL

IM

IN

AR

Y

CO

NS

TR

UC

TI

ON

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NA

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OHM PROJECT No.

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/20

C-

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7136210080

GR

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PL

AN

424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH 906.482.0535 | F 906.482.6453

XXX.XX ECW= EDGE OF CONCRETE WALK

XXX.XX FF = FINISH FLOOR

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