22438 Drawings 1.pdf

PROJECT LOCATION MAP

PROJECT LOCATION

MUSKALLONGE LAKE STATE PARK

29881 County Road 407 Newberry, MI 49868

WEST CAMPGROUND TOILET SHOWER BUILDING

ISSUED: 2023/07/07

CONSTRUCTION DOCUMENTS

OHM PROJECT No. 7136-22-0120

DTMB File No. 751.22438.ABG

DRAWING INDEX

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GENERAL

G-000 COVER & DRAWING INDEX •

CIVIL

C-001 NOTES •

C-002 SITE ACCESS AND LAYDOWN •

C-010 LEGEND •

C-090 SOIL BORINGS •

C-120 REMOVAL PLAN •

C-130 SITE PLAN •

C-170 GRADING PLAN •

C-510 DETAILS •

STRUCTURAL

S-001 ABBREVIATIONS, SPECIAL INSPECTION REQUIREMENTS AND SYMBOLS •

S-002 STRUCTURAL NOTES •

S-101 FOUNDATION PLAN •

S-102 CONCRETE SLAB PLAN •

S-111 ROOF FRAMING PLAN •

S-501 STRUCTURAL DETAILS •

S-502 STRUCTURAL DETAILS •

S-503 STRUCTURAL DETAILS •

ARCHITECTURAL

A-001 ARCHITECTURAL NOTES & SYMBOLS •

A-002 MOUNTING LOCATIONS AND TYPICAL RESTROOM DETAILS •

A-101 FIRST FLOOR PLAN •

A-111 ROOF PLAN •

A-201 EXTERIOR ELEVATIONS •

A-301 BUILDING SECTIONS •

A-311 WALL SECTIONS •

A-411 ENLARGED PLANS •

A-451 INTERIOR ELEVATIONS •

A-452 INTERIOR ELEVATIONS •

A-501 TYPICAL DETAILS •

A-601 SCHEDULES AND DETAILS •

PLUMBING

P-001 PLUMBING NOTES AND SYMBOLS •

P-101 PLUMBING PLAN •

P-901 PLUMBING ISOMETRICS •

MECHANICAL

M-001 MECHANICAL NOTES AND SYMBOLS •

M-101 FIRST FLOOR MECHANICAL PLAN •

M-601 MECHANICAL SCHEDULES •

ELECTRICAL

E-001 ELECTRICAL NOTES AND SYMBOLS •

EP101 FIRST FLOOR POWER PLAN •

EL101 FIRST FLOOR LIGHTING PLAN •

E-501 ELECTRICAL DETAILS •

E-601 ELECTRICAL SCHEDULES •

Muskallonge Lake State Park 29881 Co Rd 407 Newberry, MI 49868 906-658-3338

OWNER

OHM Advisors Zane Hyrkas, P.E.

424 Hancock Street Hancock, MI 906-482-0535 zane.hyrkas@ohm-advisors.com

PROJECT MANAGER

PERMIT SUBMISSIONS

APPLICATION

DATE PERMITS

APPROVAL

DATE

[YYYY/MM/DD] BUILDING [YYYY/MM/DD]

[YYYY/MM/DD] MECHANICAL [YYYY/MM/DD]

[YYYY/MM/DD] PLUMBING [YYYY/MM/DD]

[YYYY/MM/DD] ELECTRICAL [YYYY/MM/DD]

[YYYY/MM/DD] DTMB SESC SOIL EROSION [YYYY/MM/DD]

[YYYY/MM/DD] EGLE HAZARDOUS MATERIAL ABATEMENT NOTIFICATION [YYYY/MM/DD]

[YYYY/MM/DD] EGLE CAMPGROUND GROUP PERMIT [YYYY/MM/DD]

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

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

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

I Certify That The Plumbing & Mechanical Plans Were Prepared Under My Direct Supervision

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

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STATE OF MICHIGAN

DESIGN AND CONSTRUCTION DIVISION

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

PARKS AND RECREATION DIVISION

MUSKALLONGE LAKE STATE PARK

JAMES DZELAK, UNIT SUPERVISOR

STATE OF MICHIGAN

DEPARTMENT OF NATURAL RESOURCES

ADAM P. LACH, RA, DIRECTOR

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 CORNERS WHEN WORKING WITHIN

THE ROW OF MDOT.

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 THE

ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE 2020 MDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION, AASHTO'S 2011 POLICY ON GEOMETRIC DESIGN OF

HIGHWAYS AND STREETS, THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

AND CITY OF ISHPEMING AND NEGAUNEE.

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.

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.

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. CLEARING OF ALL VEGETATION WHERE PROPOSED CONSTRUCTION WARRANTS SHALL BE PAID FOR BY

CLEARING THE BRUSH AND TREES LESS THAN 30" IN DIAMETER. CONTRACTOR SHALL REVIEW

CLEARING LIMITS WITH THE ENGINEER PRIOR TO THE CLEARING OPERATION.

6. ANY ADDITIONAL TREE REMOVALS, CLEARING, GRADING, ETC. NEEDED FOR THE CONTRACTOR'S STAGING AND/OR WORK OPERATIONS SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER

WITHOUT ADDITIONAL COMPENSATION.

7. 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.

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

DISPOSED OF AT AN OFF SITE LOCATION.

UTILITY TRENCH

1. BEDDING UNDER THE UTILITY SHALL BE AS SPECIFIED AND THE UNDERCUT MATERIAL REPLACED WITH

GRANULAR MATERIAL CLASS II. BACK FILLING SHALL BE IN ACCORDANCE TO THE CURRENT STANDARD

SPECIFICATION.

2. BACK FILL FOR UTILITY TRENCHES ABOVE GRANULAR MATERIAL CLASS II SHALL BE PLACED AS FOLLOWS:

2.1. GRANULAR MATERIAL MDOT CLASS II SHALL BE USED TO BACKFILL TRENCHES UNDER PAVEMENT AND

SHALL BE COMPACTED TO NOT LESS THAN 95% OF ITS MAXIMUM UNIT WEIGHT.

2.2. GRANULAR MATERIAL MDOT CLASS II SHALL BE USED TO BACKFILL UTILITY TRENCHES OUTSIDE THE

PAVEMENT BUT WITHIN THE 1:1 ZONE OF INFLUENCE AND SHALL BE COMPACTED TO NOT LESS THAN

95% OF ITS MAXIMUM UNIT WEIGHT.

2.3. ACCEPTABLE MATERIAL EXCAVATED FROM THE UTILITY TRENCHES SHALL BE USED TO BACK FILL UTILITY TRENCHES OUTSIDE THE LIMITS OF THE 1:1 ZONE OF INFLUENCE AND COMPACTED TO NOT

LESS THAN 90% OF ITS MAXIMUM UNIT WEIGHT.

3. GRANULAR MATERIAL CLASS I, II, IIA OR IIIA MAY BE USED WHERE GRANULAR MATERIAL CLASS II IS

SPECIFIED ON THE PLANS.

WATER SERVICE

1. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE DEPARTMENT OF NATURAL RESOURCES OF

WATER SHUT OFF AT LEAST 24 HOURS IN ADVANCE.

2. WATER SERVICE SHALL BE IN COMPLIANCE WITH 2020 MDOT STANDARD SPECIFICATIONS FOR

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. 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 AND TOPSOIL 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. ALL EXCAVATIONS UNDER OR WITHIN 3 FEET OF PUBLIC PAVEMENT, EXISTING OR PROPOSED, SHALL BE

BACKFILLED AND COMPACTED WITH SAND (MDOT CLASS II).

6. 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.

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

PROTECT ADJACENT AREAS WITH SILT FENCE AS REQUIRED.

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.

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.

3. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES AND MDOT MAINTAINING TRAFFIC TYPICAL PLANS.

PAVEMENT MARKING AND SIGNAGE

1. ACCESSIBLE PARKING SIGNS (R7-8 AND R7-8B) SHALL BE INSTALLED ON A 3 LB STEEL POST IN

ACCORDANCE WITH MDOT SIGNING SPECIAL DETAIL SIGN-200 SERIES AND SECTION 810 OF THE MDOT

STANDARD SPECIFICATIONS FOR CONSTRUCTION.

2. WATERBORNE PAVEMENT MARKINGS SHALL MEET THE REQUIREMENTS OF SECTION 920 AND BE APPLIED IN ACCORDANCE WITH SECTION 811 OF THE MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

3. ACCESSIBLE PARKING PAVEMENT MARKING SYMBOLS SHALL BE IN ACCORDANCE WITH MDOT STANDARD

PAVEMENT MARKING STANDARD PLAN PAVE 956 SERIES.

4. PARKING STALL SPACES TO BE 4" SOLID YELLOW PAINT STRIPES, HANDICAP PARKING TO BE 4" SOLID BLUE PAINT STRIPES W/ BARRIER FREE STRIPING OF 4" SOLID BLUE @ 2' O.C. ON 45° ANGLE.

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 PAVEMENT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 602 OF THE 2020

MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

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

4. 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.

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

APPROXIMATELY 25 SQUARE FOOT AREAS OR AS DIRECTED BY THE ENGINEER.

6. ALL SIDEWALKS AND BARRIER FREE RAMPS SHALL BE CONSTRUCTED WITH A MAXIMUM 1:48

CROSS-SLOPE AND A MAXIMUM 1:12 LONGITUDINAL SLOPE.

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

ON BOTH SIDES AS DIRECTED BY THE ENGINEER.

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

SERIES.

SEWER CONSTRUCTION

1. ALL SEWER CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS IN THE CONTRACT DOCUMENTS.

2. PIPE SHALL BE FLUSH WITH THE INSIDE WALL OF STRUCTURE AND NOT EXCEED 1" INSIDE THE

STRUCTURE. PIPE SHALL BE POINTED UP WITH SMOOTH FINISH.

3. FRAMES SHALL BE SET IN FULL BED OF MORTAR AND THE SIDE SHALL BE OVERLAPPED TO PREVENT

LEAKAGE.

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 OF 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.

ABAND ABANDONED

ADJ ADJUST

APPROX APPROXIMATELY

ASPH ASPHALT

AVE AVENUE

B/BANK BOTTOM OF BANK

BLD BUILDING

CB CATCH BASIN

CONC CONCRETE

CPP CORRUGATE PLASTIC PIPE

CT CURB TRANSITION

C&G CURB AND GUTTER

CVT CITY, VILLAGE, TOWNSHIP

DIA DIAMETER

DW DOMESTIC WATER

EA EDGE OF ASPHALT

ECW EDGE OF CONC WALK

ELEC ELECTRIC

ELEV ELEVATION

EX EXISTING

F/C FACE OF CURB

FF FINISH FLOOR

FG FINISHED GRADE

FT FEET

FP FORCE PROTECTION

GRAV GRAVEL

HDCP HANDICAP

INV INVERT ELEVATION

MH MAN HOLE

OB OBSERVATION WELL

OBS OBSERVED

OH OVERHEAD

OT OVER TOPPING

PROP PROPOSED

R RADIUS

RD ROAD

RES RESET

RIM TOP OF UTILITY/DRAINAGE STRUCTURE

ROW RIGHT-OF-WAY

SAN SANITARY

SP SPRING WATER

SQ SQUARE

SQFT SQUARE FEET

STM STORM

SYD SQUARE YARD

TC TOP OF CURB

T/CAST TOP OF CASTING

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

ABBREVIATIONS:

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STEWARDSHIP / ARTIFACT NOTE

1. IF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION PROCESS, ALL WORK IS TO STOP

AND THE OWNER'S REPRESENTATIVE/PROJECT MANAGER SHALL BE NOTIFIED. ARTIFACTS OR

ARCHEOLOGICAL MATERIALS ARE DEFINED AS: ABORIGINAL ANTIQUITIES AND OTHER RECORDS ON ANTIQUITY, INCLUDING MOUNDS, MINES, EARTHWORKS, VILLAGE SITES, CAMP SITES, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE OR COPPER IMPLEMENTS, POTTERY, OR SHARD OF POTTER, OR OTHER OBJECTS RELATING TO NATIVE AMERICAN OCCUPATION: AND

MODERN ARTIFACTS, SUCH AS FORTS, RELICS, AND OTHER ARTIFACTS RELATING TO THE HISTORIC, COLONIAL, TERRITORIAL AND EARLY STATEHOOD PERIODS.

ACCESS ROUTE / TRACKED VEHICLES

1. CONTRACTOR SHALL LIMIT THE USE OF TRACKED MACHINES ON EXISTING PAVEMENT SURFACES TO

LIMIT THE PAVEMENT DISTURBANCES. ACCESS ROUTES HAVE BEEN NOTED TO LIMIT POTENTIAL FOR DISRUPTION OF EX. ROADWAYS WITHIN THE PARK TO HEAVY CONSTRUCTION TRAFFIC. CONTRACTORS ARE ALSO REQUIRED TO LIMIT TRANSPORT ACROSS GREENBELT AREAS THAT ARE NOT WITHIN THE

WORK ZONES.

2. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE LOOSE DIRT/SOIL FROM

ASPHALT DAILY.

SF

SF

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SECONDARY ACCESS:

TO BE USED AS NEEDED

PRIMARY ACCESS:

LAYDOWN AREA

SILT FENCE

SILT FENCE / SNOW FENCE

SILT FENCE

PROPOSED TOILET/SHOWER BUILDING

PRIMARY ACCESS:

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SITE ACCESS2

MAP OF SITE & LAYDOWN AREA1

NOTE:

1. THE EAST CAMPGROUND AND BOATING ACCESS SITE WILL BE OPEN AND

UTILIZED DURING CONSTRUCTION. CONSTRUCTION TRAFFIC SHALL NOT

BLOCK OR IMPEDE VISITOR ACCESS TO THESE AREAS.

2. THE SECONDARY TRAFFIC ROUTE SHALL ONLY BE UTILIZED WHEN WORK IS

NOT CONDUCIVE TO UTILIZING THE PRIMARY ACCESS ROUTE.

CURB AND GUTTER, REM

ADA SIDEWALK RAMP

FLAMMABLE MATERIAL

HAZARDOUS OR

MISCELLANEOUS UTILITY SYMBOLS

GUY WIRE

ELECTRIC RISER

ELECTRIC METER

FLAG POLE

FLOOD LIGHT

GAS METER

GAS RISER

GAS VALVE

GUY POLE

HAND HOLE

LIGHT/DECOR LAMP POLE

GAS VENT

BOLLARD

SOIL BORING

SIGN

TRAVERSE POINT

UNDERGROUND MARKER

PRIVATE UTILITY MANHOLE

UTILITY POLE

MISCELLANEOUS SYMBOLS

BENCHMARK

USED WITH UNDERGROUND GAS &

ELECTRICAL LINES

USED WITH TELEPHONE &

UTILITY PATTERN

ELECTRICAL *

GAS\OIL

WATER

FIBER OPTIC *

ROW PATTERN

ROW

SECTION

ROW

TOPO PATTERN

HEDGE/TREE

FENCE

CENTERLINE OF DITCH

GRADING LIMIT

REMOVAL LEGEND

SANITARY

STORM

PROPERTY/PARCEL

(SLOPE STAKE)

UNDERGROUND UTILITY

CAUTION - CRITICAL

SIDEWALK REMOVAL

BUILDING REMOVAL

CENTERLINE OF DITCH

GUARDRAIL

FENCE

ROW

PROPOSED

CABLE/TELEPHONE *

PROPOSED

STORM12"

RIPRAP

SIGN

FLOW DIRECTION

FIBER OPTIC LINES

STRUCTURE NUMBER

WM SAN STM

UTILITY POLE W/LIGHT

TELEPHONE RISER

WATER & SEWER UTILITY SYMBOLS

STORM MANHOLE

ROUND CATCH BASIN

SQUARE CATCH BASIN

SANITARY MANHOLE

FIRE HYDRANT

CULVERT

GATE VALVE & WELL

CLEAN OUT

CULVERT W/O END SECTION

CULVERT W/END SECTION

WATER STOP BOX

GATE VALVE & BOX

12"

EARTH DISTURBANCE

TREE, REM

CONCRETE

ASPHALT

XX

PARKING COUNT

PARKING COUNT

EXISTING CONTOURS

PROPOSED CONTOURS

SF SF SF SF SF SILT FENCE

SEED AND MULCH

GRAVEL

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CONCRETE REMOVAL

ROCK

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12" ELECTRIC

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