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CAMP GRAYLING

GRAYLING

27MICHIGAN

Grayling

DRAWING SHEET CONTENTS

SHEET NO. DRAWING TITLE

G-0.0 TITLE SHEET

G-1.0 CODE COMPLIANCE PLAN AND INFORMATION

C-1.0 SITE UTILITIES PLAN

C-2.0 536Q FOUNDATION INSULATION & LANDSCAPING PLAN

C-3.0 534Q FOUNDATION INSULATION & LANDSCAPING PLAN

C-4.0 CIVIL DETAILS

S-1.0 FOUNDATION PLAN AND DETAILS

S-2.0 LINTEL PLAN, SCHEDULE, AND DETAILS

A-1.0 DEMOLITION PLANS

A-1.1 FLOOR PLAN AND DETAILS

A-1.2 ENLARGED FLOOR PLANS

A-1.3 CEILING PLAN AND MISCELLANEOUS DETAILS

A-1.4 ROOF PLAN AND DETAILS

A-2.0 EXISTING BUILDING ELEVATIONS - NEW MASONRY VENEER ANCHOR

DETAILS

A-2.1 BUILDING ELEVATIONS

A-3.0 BUILDING SECTION, MISC INTERIOR WALL ELEVATIONS

A-3.1 SECTIONS AND DETAILS

A-3.2 SECTIONS AND DETAILS

A-3.3 DETAILS

A-6.0 WINDOW, DOOR AND HARDWARE ELEVATIONS, SCHEDULES AND

DETAILS

A-6.1 DOOR DETAILS

A-6.2 ROOM FINISH SCHEDULE AND DETAILS

FP-1 PROPOSED FIRE PROTECTION PLANS AND DETAILS

P-1.0 PLUMBING DEMOLITION - WASTE PLANS

P-2.0 PLUMBING DEMOLITION - WATER PLANS

P-3.0 PLUMBING WASTE PLANS -536Q

P-4.0 PLUMBING WASTE PLANS -534Q

P-5.0 WASTE AND VENT PIPING SECTIONS

P-6.0 WATER PLUMBING PLANS

M-1.0 MECHANICAL DEMOLITION AND HVAC PLANS

M-2.0 MECHANICAL HVAC PIPING PLAN & DETAILS

M-3.0 MECHANICAL FAN ROOM DETAILS

M-4.0 MECHANICAL ROOM PLAN & DETAILS

M-5.0 MECHANICAL SCHEDULES

EM-1.0 ENERGY MANAGEMENT PLAN

EM-2.0 ENERGY MANAGEMENT DETAILS AND SCHEDULES

E-1.0 ELECTRICAL DEMOLITION PLANS

E-2.0 POWER PLANS

E-3.0 LIGHTING PLANS, SCHEDULES, AND NOTES

E-4.0 ELECTRICAL SITE PLANS

E-5.0 PROPOSED FIRE ALARM PLAN

E-6.0 PANEL SCHEDULES AND RISER DIAGRAM

Renovate Building 536Q/534Q Camp Grayling Joint Maneuver Training Center

Grayling, Michigan 26B1516001

AREA OF WORK - BUILDING 534Q

CANTONMENT PLAN

536Q/534Q BUILDING LOCATION PLAN

NO SCALE

MAIN GATE

GENERAL NOTES:

1. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS AND/OR

SUPPLIERS ARE RESPONSIBLE FOR VISITING THE SITE PRIOR TO

BIDDING TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.

2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING

HIS SUBCONTRACTORS AND SUPPLIERS ALL THE NECESSARY

CONTRACT DOCUMENTS TO ENSURE THEY INCLUDE ALL ITEMS IN

THEIR BID THAT ARE WITHIN THEIR DISCIPLINE.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK

REQUIRED AND PERFORMED TO CARRY OUT THE INTENT OF THIS

PROJECT.

4. THE GENERAL CONTRACTOR SHALL HAVE A KNOWLEDGEABLE

REPRESENTATIVE FROM THEIR COMPANY ON SITE AT ALL TIMES

DURING HIS COMPANY'S WORK, OR THE WORK OF ONE OF THE

SUBCONTRACTORS. THIS REPRESENTATIVE SHALL HAVE ON

SITE, HIS OWN COPY OF THE CONTRACT SPECIFICATIONS,

DRAWINGS AND DMVA APPROVED SHOP DRAWINGS.

5. DISCREPANCIES FOUND WITH THE CONTRACT DOCUMENTS

SHALL BE SUBMITTED TO DMVA IN THE FORM OF AN RFI FOR

CLARIFICATION PRIOR TO ANY WORK INVOLVING THIS

DISCREPANCY.

6. THE CONTRACTOR IS RESPONSIBLE FOR APPLYING AND PAYING

FOR ALL REQUIRED PERMITS.

7. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL

APPLICABLE LAWS, CODES, AND REGULATIONS.

8. BOTH 536Q AND 534Q HAVE LEAD AND ASBESTOS CONTAINING

MATERIALS. REFER TO LEAD ASBESTOS REPORTS. THE

CONTRACTOR WILL BE RESPONSIBLE FOR CARRYING ABATEMENT

WORK AS REQUIRED BY THE LEAD AND ASBESTOS PROCEDURES

INCLUDED IN THE SPECIFICATIONS.

9. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR TAKING

DAILY DIGITAL PHOTOS OF THE CONSTRUCTION PROGRESS.

THESE DIGITAL PHOTOS WILL BE A PART OF THE WRITTEN DAILY

PROGRESS INSPECTION REPORTS SPECIFIED TO BE COMPLETED

EACH DAY. UPON COMPLETION OF THE PROJECT AND PRIOR TO

FINAL PAYMENT ALL DIGITAL PHOTOS (.JPG FORMAT PHOTO

FILES) SHALL BE TURNED OVER TO DMVA PROJECT MANAGER ON

DIGITAL MEDIA SUCH AS CDs OR DVDs INCLUDED IN THE

CLOSEOUT DOCUMENTS.

SOIL BORING #1

SOIL EVALUATION

NO SCALE

SOIL BORING #1

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UTILITIES

989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIGC.G.

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

KAB'17

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

AREA OF WORK - BUILDING 536Q

G-0

G-0

BUILDINGS 536Q/534Q BASE BID/ALTERNATE NOTES:

ALL DETAILS WITHIN ARE FOR BOTH 536Q AND 534Q UNLESS OTHERWISE NOTED.

UNLESS OTHERWISE NOTED, SCHEDULES SHOWN ARE FOR 1 EACH BUILDING.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE QUANTITIES NEEDED AND

REQUIRED IF BOTH BUILDINGS 536Q AND 534Q ARE REMODELED.

DEDUCTIVE ALTERNATE NO. 1:

STATE THE AMOUNT TO BE DEDUCTED FROM THE BASE PROPOSAL SUM TO

ELIMINATE ALL WORK PERTAINING TO THE RENOVATION OF BUILDING 534Q AND

THE SITE WORK PERTAINING TO 534Q AND ALL RELATED WORK INDICATED IN

THE DRAWINGS AND SPECIFICATIONS.

AREA LOCATION PLAN

NO SCALE

LOCATION MAP

NO SCALEG-0

G-0

DIRECTORY:

ARCHITECT:

ADAM POHL 517-481-7585

POHLA4@MICHIGAN.GOV

OWNER'S FIELD REPRESENTATIVE:

MELISSA MEAD 989-344-6386

MEADM4@MICHIGAN.GOV

TITLE SHEET

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PRELIMINARY

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PROJECT

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DESIGNED

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ADAM LACH RA, DIRECTOR

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BUILDING CODE INFORMATION

CODES:

THE BUILDING SHALL BE CONSTRUCTED IN ACCORDANCE WITH:

2021 MICHIGAN BUILDING CODE

2021 MICHIGAN MECHANICAL CODE

2021 MICHIGAN PLUMBING CODE

2023 NATIONAL ELECTRICAL CODE

2021 MICHIGAN ENERGY CODE

OCCUPANCY:

R-2 BILLET (DORMITORY) MBC SECTION 310

INCIDENTAL USES TABLE 508.4

MECHANICAL ROOM 0 HR (SPRINKLERED)

LAUNDRY ROOM 0 HR (UNDER 100 SF)

ACCESSORY

JANITOR CLOSET 0 HR

CONSTRUCTION TYPE:

IIIB MBC SECTION 602

ALLOWABLE BUILDING HEIGHT & AREA:

GROSS AREA: 7,671 SF

ALLOWABLE AREA: 16,000 SQ FT TABLE 506.2

ACTUAL HEIGHT: 18'-4"

ALLOWABLE HEIGHT: 75' TABLE 506.2

NUMBER OF STORIES: 1 STORY

ALLOWABLE STORIES: 4 STORIES TABLE 504.4

BUILDING ELEMENTS TABLE 601

STRUCTURAL FRAME 0 HR

BEARING WALLS

EXTERIOR 2 HR

INTERIOR 0 HR

NONBEARING WALLS & PARTITIONS

INTERIOR 0 HR

FLOOR CONSTRUCTION 0 HR

ROOF CONSTRUCTION 0 HR

CORRIDOR WALLS: 1/2 HR RATED PER TABLE 1020.2

WALLS SEPARATING SLEEPING UNITS: 1/2 HR PER 420.2 & 708.3 EXCEPTION 2

INTERIOR DOOR OPENINGS: 1/3 HOUR IN 1/2 HR FIRE RATED WALLS PER TABLE 716.5

EXTERIOR WALL OPENINGS: FIRE RATING NOT REQUIRED WHERE BUILDING IS PROVIDED

WITH AN AUTOMATIC SPRINKLER SYSTEM PER 705.8.2 EXCEPTION AND 705.8.3

OCCUPANCY LOAD MBC TABLE 1004.1.2

ROOM NAME: ROOM FUNCTION: LOAD FACTOR OCC.

KITCHENETTE 100S DORMITORIES 50 GSF/PERSON 3

KITCHENETTE 100N DORMITORIES 50 GSF/PERSON 3

102S BILLET DORMITORIES 50 GSF/PERSON 30

102N BILLET DORMITORIES 50 GSF/PERSON 30

104S BILLET DORMITORIES 50 GSF/PERSON 30

104N BILLET DORMITORIES 50 GSF/PERSON 30

LAUNDRY 106S DORMITORIES (INCIDENTAL) 50 GSF/PERSON 2

LAUNDRY 106N DORMITORIES (INCIDENTAL) 50 GSF/PERSON 2

LATRINE 105S DORMITORIES 50 GSF/PERSON 8

LATRINE 105N DORMITORIES 50 GSF/PERSON 8

JANITOR 101S STORAGE (ACCESSORY) 300GSF/PERSON 1

JANITOR 101N STORAGE (ACCESSORY) 300GSF/PERSON 1

FAN ROOM S MECHANICAL 300GSF/PERSON 1

FAN ROOM N MECHANICAL 300GSF/PERSON 1

MECHANICAL MECHANICAL (INCIDENTAL) 300GSF/PERSON 1

TOTAL OCCUPANTS 151

FIRE PROTECTION SYSTEM:

SPRINKLER SYSTEM: REQUIRED & PROVIDED MBC 903.2.8

FIRE EXTINGUISHERS: REQUIRED & PROVIDED

MANUAL FIRE ALARM SYSTEM: PROVIDED

ACCESSIBILITY

MILITARY FACILITY EXEMPT PER MBC 1103.2.15

HOUSING , BATHING, TOILET, TRAINING, AND STORAGE AREAS INTENDED FOR USE AND

OCCUPANCY EXCLUSIVELY BY MILITARY, FIRE SERVICE, POLICE, OR SECURITY

PERSONNEL REQUIRED TO BE PHYSICALLY AGILE ARE NOT REQUIRED TO BE

ACCESSIBLE.

EGRESS COMPONENTS:

NUMBER OF EXITS PER FLOOR TABLE 1021.1

FIRST FLOOR 2 REQUIRED, 7 PROVIDED

EGRESS WIDTH FACTORS: SECTION 1005.3.2

0.15" / PERSON EXCEPTION 1

COMMON PATH OF TRAVEL: 125' TABLE 1006.2.1

EXIT TRAVEL ACCESS: 250' (SPRINKLERED) TABLE 1017.2

MAX. DEAD END CORRIDORS: 50' (SPRINKLERED) SECTION 1018.4

BILLET 104N

1455 SF

1/50 GROSS

30 OCUPS - 2 EXITS

BILLET 102N

1457 SF R-2

1/50 GROSS

30 OCUPS - 2 EXITS

MECHANICAL 107

204 SF

1/300 GROSS

1 OCUPS - 1 EXIT

FAN ROOM 103N

89 SF

1/300 GROSS

1 OCUPS - 2 EXITS

FAN ROOM 103S

90 SF

1/300 GROSS

1 OCUPS - 2 EXITS

LAUNDRY 106N

52 SF

1/50 GROSS

2 OCUPS - 1 EXIT

LAUNDRY 106S

52 SF

1/50 GROSS

2 OCUPS - 1 EXIT

LATRINE 105N

389 SF R-2

1/50 GROSS

8 OCUPS - 1 EXIT

JANITOR 101S

20 SF

1/300 GROSS

1 OCUPS - 1 EXIT

LATRINE 105S

378 SF R-2

1/50 GROSS

8 OCUPS - 1 EXIT

JANITOR 101N

20 SF

1/300 GROSS

1 OCUPS - 1 EXIT

ACCESSORY USE

ACCESSORY USE

EXIT

15 OCUPS

3 INCHES REQUIRED

36 INCHES PROVIDED

EXIT

15 OCUPS

3 INCHES REQUIRED

36 INCHES PROVIDED

EXIT

45 OCUPS

9 INCHES REQUIRED

72 INCHES PROVIDED

EXIT

45 OCUPS

9 INCHES REQUIRED

72 INCHES PROVIDED

EXIT

1 OCUPS

0.2 INCHES REQUIRED

72 INCHES PROVIDED

536Q/534Q CODE COMPLIANCE PLAN

SCALE 1/16" = 1'-0"G1.0

BILLET 104S

1457 SF R-2

1/50 GROSS

30 OCUPS - 2 EXITS

BILLET 102S

1457 SF R-2

1/50 GROSS

30 OCUPS - 2 EXITS

EXIT

15 OCUPS

3 INCHES REQUIRED

36 INCHES PROVIDED

EXIT

15 OCUPS

3 INCHES REQUIRED

36 INCHES PROVIDED

INCIDENTAL USE

B1

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INCIDENTAL USE

INCIDENTAL USE

R-2

PLUMBING FIXTURE COUNT

(MPC TABLE 403.1)

MAXIMUM NUMBER OF BEDS - 13 PER BAY PER NATIONAL GUARD

REGULATIONS = 52 OCCUPANTS

FIXTURE TYPE REQUIREMENT REQUIRED PROVIDED

WATER CLOSETS 1 PER 10 6 8

LAVATORIES 1 PER 10 6 8

SHOWERS 1 PER 10 6 8

DRINKING 1 PER 100 1 2

FOUNTAINS

SERVICE SINKS 1 1 2

KITCHENETTE 100N

128 SF

1/50 GROSS

3 OCUPS - 1 EXIT

KITCHENETTE 100S

128 SF

1/50 GROSS

3 OCUPS - 1 EXIT

R-2 R-2

R-2

R-2

R-2 R-2

1/2 HOUR RATED

2 HOUR RATED

WALL FIRE RATINGS1/2 HOUR FIRE RATED CORRIDOR LID

F.E.C.

F.E.C. F.E.C. F.E.C.

F.E.C.

F.E.C.

F.E.C. F.E.C.

EXIT

15 OCUPS

3 INCHES REQUIRED

36 INCHES PROVIDED

EXIT

15 OCUPS

3 INCHES REQUIRED

36 INCHES PROVIDED

EXIT

15 OCUPS

3 INCHES REQUIRED

36 INCHES PROVIDED

EXIT

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3 INCHES REQUIRED

36 INCHES PROVIDED

CODE COMPLIANCE PLAN AND INFORMATION

125' EXIT TRAVEL DISTANCE

F.E.

1/2 HOUR RATED CEILING

TABLE 722.6.2(1) CALCULATED METHOD:

5/8" TYPE X GYPSUM WALL BOARD 40 MINUTES,

INSTALLED ON FRAMING MEMBERS THAT ARE SPACED 16" O.C. OR LESS

ALL EDGES OF WALLBOARD MUST BE SUPPORTED,

GYPSUM BOARD SHALL BE INSTALLED WITH THE LONG DIMENSION

PERPENDICULAR TO FRAMING MEMBERS AND SHALL HAVE ALL JOINTS

FINISHED.

CONTRACTOR TO INSTALL 5/8" TYPE X GYPSUM BOARD ATTACHED TO 1

1/2" METAL HAT CHANNEL AT 16" O.C. MAX. HAT CHANNEL SECURED TO

UNDERSIDE OF EXISTING 4'-0" O.C. PRE-ENGINEERED ROOF TRUSSES OR

2'-0" O.C. DEPENDING ON LOCATION. EXISTING ROOF MATERIAL IS

ASPHALT SHINGLES ON 1/2" ROOF SHEATHING OVER 2X4 WD PURLINS AT

2'-0" O.C.

ATTIC DRAFT STOPS NOT REQUIRED

718.4-EXCEPTION

DRAFT STOPS ARE NOT REQUIRED WHERE THE BUILDING IS EQUIPPED

THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM.

BUILDING IS FULLY SPRINKLERED INCLUDING ATTIC SPACE

F.E.C. = FIRE EXTINGUISHER CABINET

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SITE UTILITIES PLAN

SCALE 1" = 20'

540Q

LEGEND

EXISTING UNDERGROUND FIBEROPTICS

EXISTING UNDERGROUND NATURAL GAS

EXISTING UNDERGROUND DOMESTIC WATER

NEW UNDERGROUND SANITARY SEWER

EXISTING UNDERGROUND SANITARY SEWER

EXISTING UNDERGROUND ELECTRICAL SERVICE

EXISTING SANITARY SEWER MANHOLE

NOT USED

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8" WATER

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EXISTING UG ELECTRIC

NEW UNDERGROUND DOMESTIC WATER SERVICE

NEW UNDERGROUND FIRE SUPPRESSION PIPING

EXISTING PADMOUNT TRANSFORMER T-538 TO REMAIN. COORDINATE

ELECTRICAL OUTAGES WITH CAMP GRAYLING ENGINEERING. CARE

MUST BE TAKEN NOT TO DAMAGE THIS EXISTING TRANSFORMER.

HAND DIG AROUND THIS TRANSFORMER.

9 EXISTING ELECTRICAL SERVICE PANEL. COORDINATE WITH THE

ELECTRICAL DISCIPLINE.

PROVIDE AND INSTALL NEW UNDERGROUND DIRECT BURY ELECTRICAL

FEEDER CABLE FOR BUILDING - SEE ELECTRICAL. COORDINATE THE

EXACT ROUTE OF THIS CABLE WITH CAMP GRAYLING ENGINEERING.

PROVIDE AND INSTALL CONDUIT BELOW THE CONCRETE SLAB IN THE

MECH/ELECT ROOM. PROVIDE A RIGID METALLIC CONDUIT NINETY

FITTING WHEN TURNING UP TO DISTRIBUTION PANEL MDP. INSTALL IN

METALLIC RACEWAY ABOVE THE SLAB.

NEW UNDERGROUND ELECTRICAL FEEDER CABLE

T-538

P-538

542Q

544MA 542MA

APPROX LOCATION

OF GATEGRAVEL ACCESS ROAD

APPROX LOCATION

OF EDGE OF

GRAVEL DRIVE

UTILITY KEY NOTES:

EX. N. GAS

EX. N. GAS

NEW UNDERGROUND NATURAL GAS

EXISTING GUARD RAIL;

DO NOT DISTURB

EXISTING GUARD RAIL;

DO NOT DISTURB

540MA 538MA

GRAVEL ACCESS ROAD

EXISTING

TRANSFORMER

PAD TO REMAIN

EXISTING

SWITCHBOARD,

SEE ELEC. FOR

MODIFICATIONS

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UTILITIES

989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIGC.G.

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

KAB'17

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

C-1

538Q 536Q 534Q

EX. N. GAS

EXISTING UNDERGROUND FIRE SUPPRESSION PIPING

GENERAL CONTRACTOR TO COVER THE FULL COST AND SCHEDULE

GAS SHUTOFF, REMOVAL AND REINSTALLATION OF GAS METER AS

PART OF NATURAL GAS ALLOWANCE: CONTRACTOR TO CONTACT DTE

ENERGY AND CONTRACT W/ A UTILITY APPROVED SUBCONTRACTOR

FOR GAS SHUTOFF, REMOVAL AND REINSTALLATION OF EXISTING GAS

REGULATOR.

APPROX LOCATION

OF EDGE OF

GRAVEL ACCESS

ROAD

EX. 8" SANITARY

SEWER

EX. 3" WATER

EXISTING

SIDEWALK TO

REMAIN

EX. WATER

EXTG UG FIBER/COMM

MH

EXISTING

SIDEWALK TO

REMAIN

IF EXISTING CONCRETE SIDEWALK IS TO REMAIN AND BECOMES

DAMAGED FROM THE CONSTRUCTION, THE CONTRACTOR SHALL

REMOVE ALL DAMAGED AREAS AND REPLACE WITH NEW

FOLLOWING DETAILS AND SPECIFICATIONS.

EX 8" SANITARY SEWER

MH

EXTG UG FIBER/COMM

EXISTING WATER SHUT OFF VALVE. CONTRACTOR SHALL UTILIZE THIS

VALVE AS REQUIRED TO INSTALL NEW WATER PIPING AND PLUMBING AS

DETAILED AND SPECIFIED; COORDINATE WITH PLUMBING DRAWINGS.

EXISTING 2" WATER PIPING. EXCAVATE AS REQUIRED TO REMOVE EXISTING 6"

TO 2" REDUCER AND THE EXISTING 2" PIPING. INSTALL NEW 6" PIPING MAKING

THE PROPER CONNECTION TO THE EXISTING 6" PIPING AND INSTALLING IT UP

INTO THE NEW MECHANICAL ROOM IN DESIGNATED LOCATION. AT SERVICE

INSIDE JUST ABOVE FLOOR ENTRANCE, TEE OFF THIS 6" TO A 4" FOR THE FIRE

SUPPRESSION AND A 2" FOR DOMESTIC WATER SUPPLY. SEE CIVIL DETAILS

AND PLUMBING DRAWINGS FOR THE REQUIRED WORK IN THESE AREAS.

PIPING SHALL BE INSTALLED A MINIMUM 6 FEET BELOW GRADE; INSTALL

INSULATION OVER PIPING (2" DOW BLUE BOARD DOUBLED TO 4", 2'-0" WIDE

OVER TOP OF PIPING FULL LENGTH)

EXISTING 6" PVC

WATER PIPING

536MA

534MA

7T H

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EX. 8" SANITARY

SEWER

EX 2" WATER

NEW SIDEWALK -

SEE LANDSCAPE

PLAN

N. GAS

MECH/

ELECT

RM

5 THE EXACT LOCATION OF WHERE THE EXISTING 1962 BATH LATRINE UG

SEWER EXITS TO CONNECT TO THE EAST/WEST SEWER LINE INS UNKNOWN.

SEE PLUMBING SHEETS AND COORDINATE.

5 5

EXISTING 6" PVC

WATER PIPING

EXISTING CONCRETE

SIDEWALK TO BE REMOVED

EXISTING CONCRETE

SIDEWALK TO BE REMOVED

N. GAS

10 CONTRACTOR SHALL TAKE CAUTION WHEN EXCAVATING NEAR

EXISTING UNDERGROUND SANITARY SEWER PIPING THAT MAY REMAIN

RUNNING EAST/WEST. ANY DISTRUBANCE OF THIS PIPING OTHER THAN

THAT SPECIFIED TO BE COMPLETED MAY CAUSE THE PIPING TO MOVE

AND DISTURB THE EXISTING BUILDINGS FOOTINGS AND FOUNDATIONS.

10 10

SITE UTILITIES PLAN

EXISTING CONCRETE MH TO REMAIN; BUILDING'S NEW SEWER PIPING

SHALL BE CONNECTED TO THIS MH; EXISTING SEWER PIPING COMING

IN SHALL BE REMOVED AND HOLES PLUGGED; EXISTING 8" INV OUT

SHALL REMAIN OPERATIONAL FOR BOTH BUILDINGS' SEWER UTILITY;

COORDINATE W/ PLUMBING

NEW SIDEWALK -

SEE LANDSCAPE

PLAN

NEW SIDEWALK -

SEE LANDSCAPE

PLAN

NEW SIDEWALK -

SEE LANDSCAPE

PLAN

PROTECT THE EXISTING CONCRETE ROLLED CURB, INCLUDING CONCRETE

ROADWAY

PROTECT THE EXISTING CONCRETE RETAINING WALL, INCLUDING IT'S

FOOTING/FOUNDATION13

MH

AREA OF DISTURBED EARTH IS LESS THAN 1 ACRE. WHILE AN SESC AUTHORIZATION TO

PROCEED IS NOT REQUIRED, THE CONTRACTOR IS TO REGULARLY SWEEP STREETS AND

SIDEWALKS OF TRACKOFF AND RESTORE SITE WHERE IMPACTED BY CONSTRUCTION

ACTIVITIES. CONTRACTOR TO INSTALL SILT FENCE WHERE INDICATED ON PLANS

UPON COMPLETION, ALL EXISTING EXCESS SOILS SHALL BE SPREAD EVENLY ON THE

PROJECT SITE, GRADED ACCORDINGLY AND SEEDED TO ESTABLISH GRASS. THIS SOIL

DISTRIBUTION SHALL BE NOTED ON THE PROJECT AS-BUILTS.

IT IS THE INTENT TO INSTALL THE CONCRETE SIDEWALK SO THAT IT MEETS THE

ELEVATIONS OF THE EXISTING ABUTTING SIDEWALK/SLABS. IT IS THE INTENT TO INSTALL

THE CONCRETE SIDEWALKS WITH MINIMAL REGRADING, FOLLOWING THE EXISTING

NATURAL CONTOURS. PROVIDE GRANULAR FILL IN LOCATIONS NEEDING SOIL TO BRING

GRADES UP TO THE LEVEL THAT THIS CAN BE ACCOMPLISHED.

CARE SHALL BE TAKEN NOT TO DISTURB U.G. UTILITIES. COORDINATE WITH CAMP

GRAYLING ENGINEERING STAFF FOR LOCATIONS.

ALL DISTURBED AREAS SHALL BE REGRADED; INSTALL AS NEEDED TOPSOIL THEN APPLY

SEED AND MULCH.

GENERAL NOTES:

BURIAL DEPTHS BELOW GRADE*

*FOR ALL CAMP ELECTRICAL & COMMUNICATIONS SYSTEMS,

THESE MEASUREMENTS ARE BELOW FINISHED GRADE.

*TO BE USED FOR NEW INSTALLATIONS ONLY, VERIFY ALL EXISTING

DEPTHS AND LOCATIONS

ELECTRICAL

40" 36"

TELEPHONE

30"

CATV

30"

FIBER OPTIC

30"

PRIMARY

ELECTRICAL

SECONDARY

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PROJECT

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IDENTIFICATION NO.

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DESIGNED

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DRAWN

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APPROVED

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ADAM LACH RA, DIRECTOR

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JDJ

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KAB

KAB

2 2

1 1

MM

TYPE A

GRATE

EXCAVATE AS NEEDED TO INSTALL 2" X 24"

RIGID BOARD INSULATION TO THE ENTIRE

PERIMETER OF THE FOUNDATION UNLESS

OTHERWISE NOTED ON THIS PLAN; INSTALL AS

DETAILED; BACKFILL; COORDINATE WITH NEW

SIDEWALK INSTALLATION AND THE

INSTALLATION OF NEW LANDSCAPING STONE

TYPE A

GRATE

TYPE A

GRATE

TYPE B

GRATE

TYPE B

GRATE

TYPE A

GRATE

FORM AND POUR GRATE

CONCRETE SLAB

INDEPENDENT OF NEW

SIDEWALK; GRATE OPENING

SHALL BE CENTERED IN THIS

NEW SLAB; SEE DETAILS

SHEET C-4; TYPICAL TYPE A

GRATE

POSSIBLE EXISTING DOWELS

APPROX. 18" O.C. AT DOOR

THRESHOLD - DO NOT

DISTURB; INCORPORATE INTO

NEW VENEER WALL

REMOVE EXISTING CONCRETE SLAB AND INSTALL

NEW CONCRETE SLAB AND STEEL GRATE TYPE B

AS DETAILED ON SHEET C-4 PRIOR TO INSTALLING

THE NEW CONCRETE SLAB, INSTALL 2" X 24"

FOUNDATION INSULATION UNDER NEW SLAB AT

PERIMETER AS SHOWN IN THE DETAIL, SHEET C-4

REMOVE EXISTING CONCRETE SLAB AND INSTALL

NEW CONCRETE SLAB AND STEEL GRATE TYPE B AS

DETAILED ON SHEET C-4 PRIOR TO INSTALLING THE

NEW CONCRETE SLAB, INSTALL 2" X 24" FOUNDATION

INSULATION UNDER NEW SLAB AT PERIMETER AS

SHOWN IN THE DETAIL, SHEET C-4

SIDEWALK TO REMAIN

SIDEWALK TO REMAIN

SIDEWALK TO REMAIN

EXCAVATE AS NEEDED TO INSTALL 2" X 24"

RIGID BOARD INSULATION TO THE ENTIRE

PERIMETER OF THE FOUNDATION UNLESS

OTHERWISE NOTED ON THIS PLAN; INSTALL AS

DETAILED; BACKFILL; COORDINATE WITH NEW

SIDEWALK INSTALLATION AND THE

INSTALLATION OF NEW LANDSCAPING STONE

FORM AND POUR GRATE CONCRETE

SLAB INDEPENDENT OF NEW

SIDEWALK; GRATE OPENING SHALL BE

CENTERED IN THIS NEW SLAB; SEE

DETAILS SHEET C-4; TYPICAL TYPE A

GRATE

EXCAVATE AS REQUIRED

TO INSTALL NEW

CONCRETE SLAB AND

STEEL GRATE AS DETAILED

EXCAVATE AS NEEDED TO INSTALL 2" X 24" RIGID

BOARD INSULATION TO THE ENTIRE PERIMETER OF

THE FOUNDATION UNLESS OTHERWISE NOTED ON

THIS PLAN; INSTALL AS DETAILED; BACKFILL;

COORDINATE WITH NEW SIDEWALK INSTALLATION

AND THE INSTALLATION OF NEW LANDSCAPING

STONE

EXCAVATE AS NEEDED TO INSTALL 2" X 24"

RIGID BOARD INSULATION TO THE ENTIRE

PERIMETER OF THE FOUNDATION UNLESS

OTHERWISE NOTED ON THIS PLAN; INSTALL AS

DETAILED; BACKFILL; COORDINATE WITH NEW

SIDEWALK INSTALLATION AND THE

INSTALLATION OF NEW LANDSCAPING STONE

AS NEEDED, SAWCUT AND

REMOVE PORTION OF

EXISTING SIDEWALK

LEADING TO 536Q; INSTALL

NEW SIDEWALK AS SHOWN;

MEET GRADE & ABUT TO

SIDEWALK TO REMAIN

AS NEEDED, SAWCUT

AND REMOVE PORTION

OF EXISTING SIDEWALK

LEADING TO 538Q;

INSTALL NEW

SIDEWALK AS SHOWN;

MEET GRADE & ABUT

TO SIDEWALK TO

REMAIN; INSTALL

STEP(S) AS NEEDED

AS NEEDED, SAWCUT AND REMOVE

PORTION OF EXISTING SIDEWALK

LEADING TO 536Q; INSTALL NEW

SIDEWALK AS SHOWN; MEET GRADE

& ABUT TO SIDEWALK TO REMAIN;

INSTALL A STEP(S) AS NEEDED

INSTALL LANDSCAPING METAL

EDGING AS SPECIFIED FROM BLDG

EDGE TO NEW CONCRETE SLAB; A

STONE TO GRASS BORDER

NEW CONCRETE ENTRANCE SLAB;

TYPICAL

NEW CONCRETE ENTRANCE SLAB;

TYPICAL

POSSIBLE EXISTING

DOWELS APPROX. 18" O.C.

AT DOOR THRESHOLD - DO

NOT DISTURB;

INCORPORATE INTO NEW

VENEER WALL

EXISTING CONCRETE SLAB TO REMAIN;

CONTRACTOR SHALL TAKE PRECAUTIONS TO

PROTECT CONCRETE; THE CONTRACTOR SHALL

REPLACE AT HIS OWN COST IF DAMAGE

OCCURS DURING 536Q WORK

POSSIBLE EXISTING

ELECTRICAL/COMM

HANDHOLE TO REMAIN;

PRECAUTIONS SHOULD BE

TAKEN NOT TO DISTURB

EXISTING 538Q LANDSCAPE EDGING AND

LANDSCAPE STONE TO REMAIN; CONTRACTOR

SHALL TAKE PRECAUTIONS TO PROTECT; THE

CONTRACTOR SHALL REPLACE AT HIS OWN

COST IF DAMAGE OCCURS DURING 536Q WORK

(TYPICAL)

EXISTING 538Q LANDSCAPE EDGING AND

LANDSCAPE STONE TO REMAIN; CONTRACTOR

SHALL TAKE PRECAUTIONS TO PROTECT; THE

CONTRACTOR SHALL REPLACE AT HIS OWN

COST IF DAMAGE OCCURS DURING 536Q WORK

EDGE OF 534Q

EDGE OF 538Q

EDGE OF 538Q

INSTALL LANDSCAPING METAL

EDGING AS SPECIFIED FROM BLDG

EDGE TO NEW CONCRETE SLAB; A

STONE TO GRASS BORDER

EXISTING 538Q LANDSCAPE RETAINING WALL TO REMAIN;

CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT; THE

CONTRACTOR SHALL REPLACE AT HIS OWN COST IF

DAMAGE OCCURS DURING 536Q WORK (TYPICAL)

AS NEEDED, SAWCUT AND

REMOVE PORTION OF EXISTING

SIDEWALK LEADING FROM 536Q;

INSTALL NEW SIDEWALK AS

SHOWN; MEET GRADE & ABUT TO

SIDEWALK TO REMAIN; REPLACE

EXISTING SIDEWALK TO REMAIN IF

IT BECOMES DAMAGED OCCURS

DURING 540Q WORK (TYPICAL)

EDGE OF 538Q

SIDEWALK TO REMAIN

**IF EXISTING SIDEWALK TO REMAIN BECOMES

DAMAGED DURING CONSTRUCTION, THE

CONTRACTOR SHALL REPLACE WITH NEW AS

DETAILED AND SPECIFIED

4'-0"

6' -0

4'-0"

6' -0

6' -0

4'-0"

6' -0

4'-0"

EDGE OF 534QEDGE OF 534Q

5'-0"

5'-0" 5'-0"6'-0"

EXISTING SURFACE SHUT OFF BOX TO

THE DOMESTIC WATER SERVICE; SEE

SITE UTILITIES

4' -0

7'-4"

5' -0

3 3

SIDEWALK TO REMAIN

INSTALL COLORED LANDSCAPING

INTERLOCKING RETAINING BLOCK

(12" X 6") WALL TO 24" HIGH;

TYPICAL 2 LOCATIONS

3'-6"

4' -0

SF

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SILT FENCE SEE DETAILS

AND NOTES 2/C-2, TYP.

16'-0"

4' -0

16'-0"16'-0"

135° 135°

12'-8"

5'-2"

12'-8"

5'- 2"

7' -0

4' -0

7'

-0

3'-6"

190'-4" +/- FIELD VERIFY

4'-0"

'-0

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536Q FOUNDATION INSULATION/LANDSCAPE PLAN

CONCRETE SIDEWALKS AND SLABS

SCALE 1/8" = 1'-0"

SHADED AREA REPRESENTS NEW CONCRETE SLAB, SIDEWALK OR

ENTRANCE SLAB.

AREA OF DISTURBED EARTH IS LESS THAN 1 ACRE. WHILE AN SESC

AUTHORIZATION TO PROCEED IS NOT REQUIRED, THE CONTRACTOR IS

TO REGULARLY SWEEP STREETS AND SIDEWALKS OF TRACKOFF AND

RESTORE SITE WHERE IMPACTED BY CONSTRUCTION ACTIVITIES.

CONTRACTOR TO INSTALL SILT FENCE WHERE INDICATED ON PLANS

UPON COMPLETION, ALL EXISTING EXCESS SOILS SHALL BE SPREAD

EVENLY ON THE PROJECT SITE, GRADED ACCORDINGLY AND SEEDED

TO ESTABLISH GRASS. THIS SOIL DISTRIBUTION SHALL BE NOTED ON

THE PROJECT AS-BUILTS.

IT IS THE INTENT TO INSTALL THE CONCRETE SIDEWALK SO THAT IT

MEETS THE ELEVATIONS OF THE EXISTING ABUTTING SIDEWALK/SLABS.

IT IS THE INTENT TO INSTALL THE CONCRETE SIDEWALKS WITH MINIMAL

REGRADING, FOLLOWING THE EXISTING NATURAL CONTOURS. PROVIDE

GRANULAR FILL IN LOCATIONS NEEDING SOIL TO BRING GRADES UP TO

THE LEVEL THAT THIS CAN BE ACCOMPLISHED.

CARE SHALL BE TAKEN NOT TO DISTURB U.G. UTILITIES. COORDINATE

WITH CAMP GRAYLING ENGINEERING STAFF FOR LOCATIONS.

ALL DISTURBED AREAS SHALL BE REGRADED; INSTALL AS NEEDED

TOPSOIL THEN APPLY SEED AND MULCH.

UTILITIES

989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIGC.G.

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

KAB'17

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

C-2

GENERAL NOTES:

MATCH LINE IF 534Q RENOVATIONS

BECOME A CONTRACT ADD ON

MATCH LINE IF 534Q RENOVATIONS

BECOME A CONTRACT ADD ON

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FOUNDATION INSULATION/

LANDSCAPING KEY NOTES:

EXCAVATE AS REQUIRED TO INSTALL NEW WASHED AGGREGATE. AGGREGATE SIZE SHALL BE 100% PASSING THE 2" SIEVE TO 100% RETAINED ON 1-1/2" SIEVE; GRADE AREA AS REQUIRED TO SLOPE AWAY FROM BUILDING. COORDINATE W/ WALL SECTION DETAILS, DO NOT COVER WEEP HOLES IN

MASONRY WHEN BACKFILLING. SEE DETAIL SHEET C-4.

SEE GRATE DETAILS SHEET C-4.

NEW CONCRETE SLAB TO BE FORMED AND POURED INDEPENDENT OF CONCRETE SIDEWALKS.

NEW CONCRETE SIDEWALK, SEE DETAIL SHEET C-4

NEW CONDENSING UNIT CONCRETE MOUNTING SLAB, COORD W/ MECH CONTRACTOR AND SIZE TO

FIT CONDENSING UNIT AND ELEC. DISCONNECT RACK PLUS 4" ON ALL SIDES, SEE DETAIL SHEET C-4, AND DETAIL SHEET E-2

NEW 8"Ø MIN. PVC PIPE TRENCH. SEE DETAIL SHEET C-4

SILT FENCE DETAILS/NOTES

NTSC-2

2 536Q FOUNDATION INSULATION AND LANDSCAPE PLAN

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KAB

AutoCAD SHX Text SILT FENCE NOTES 1. INSTALL PARALLEL TO A CONTOUR. INSTALL PARALLEL TO A CONTOUR. 2. SILT FENCE SHALL BE MADE OF WOVEN GEOTEXTILE FABRIC. SILT FENCE SHALL BE MADE OF WOVEN GEOTEXTILE FABRIC. 3. DIG A 6" TRENCH ALONG THE AREA WHERE THE FENCE IS TO BE DIG A 6" TRENCH ALONG THE AREA WHERE THE FENCE IS TO BE INSTALLED. 4. PLACE 6" OF THE SILT FENCE BOTTOM FLAP INTO THE TRENCH. PLACE 6" OF THE SILT FENCE BOTTOM FLAP INTO THE TRENCH. 5. BACKFILL THE TRENCH WITH SOIL AND COMPACT THE SOIL ON BOTH SIDES. BACKFILL THE TRENCH WITH SOIL AND COMPACT THE SOIL ON BOTH SIDES. CREATE A SMALL RIDGE ON THE UP-SLOPE SIDE OF THE FENCE. 6. INSTALL WOODEN STAKES 6 - 10' APART AND DRIVE INTO THE GROUND A INSTALL WOODEN STAKES 6 - 10' APART AND DRIVE INTO THE GROUND A MINIMUM OF 12". 7. STAPLE THE GEOTEXTILE FABRIC TO THE WOODEN STAKES. STAPLE THE GEOTEXTILE FABRIC TO THE WOODEN STAKES. 8. JOIN SECTIONS OF SILT FENCE BY WRAPPING ENDS TOGETHER (SEE JOIN SECTIONS OF SILT FENCE BY WRAPPING ENDS TOGETHER (SEE DRAWING). 9. INSPECT FREQUENTLY AND IMMEDIATELY AFTER EACH STORM EVENT. CHECK INSPECT FREQUENTLY AND IMMEDIATELY AFTER EACH STORM EVENT. CHECK SEVERAL TIMES DURING PROLONGED STORM EVENTS. IF NECESSARY, REPAIR IMMEDIATELY. 10. IF THE SEDIMENT HAS REACHED 1/3 THE HEIGHT OF THE FENCE, THE SOIL IF THE SEDIMENT HAS REACHED 1/3 THE HEIGHT OF THE FENCE, THE SOIL SHALL BE REMOVED AND DISPOSED OF IN A STABLE UPLAND SITE. 11. THE FENCE SHALL BE RE-INSTALLED IF WATER IS SEEPINGUNDERNEATH IT THE FENCE SHALL BE RE-INSTALLED IF WATER IS SEEPINGUNDERNEATH IT OR IF THE FENCE HAS BECOME INEFFECTIVE. 12. SILT FENCE SHALL BE REMOVED ONCE VEGETATION IS ESTABLISHED AND SILT FENCE SHALL BE REMOVED ONCE VEGETATION IS ESTABLISHED AND UP-SLOPE AREA HAS STABILIZED.

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ROLL JOINTS

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SILT FENCE B

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SILT FENCE A

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6" X 6" ANCHOR TRENCH

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UNDISTURBED VEGETATION

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SHEET FLOW

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GEOTEXTILE FILTER FABRIC FASTENED ON UPHILL SIDE TOWARDS EARTH CHANGE

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RIDGE OF COMPACTED EARTH ON UPHILL SIDE OF FILTER FABRIC

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FABRIC TO BE WRAPPED AROUND FENCE POST

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ROLL JOINT

FENCE POST DRIVEN INTO GROUND 1' MIN.

MM

4'-0"

6' -0

4'-0"

6' -0

6' -0

4'-0"

6' -0

4'-0"

5'-0"

5'-0" 5'-0"6'-0"

16'-0"

4' -0

16'-0"

4' -0

7'-4"

5' -0

2 2

1 1

3 3

TYPE A

GRATE

EXCAVATE AS NEEDED TO INSTALL 2" X 24"

RIGID BOARD INSULATION TO THE ENTIRE

PERIMETER OF THE FOUNDATION UNLESS

OTHERWISE NOTED ON THIS PLAN; INSTALL AS

DETAILED; BACKFILL; COORDINATE WITH NEW

SIDEWALK INSTALLATION AND THE

INSTALLATION OF NEW LANDSCAPING STONE

TYPE A

GRATE

TYPE A

GRATE

TYPE B

GRATE

TYPE B

GRATE

TYPE A

GRATE

FORM AND POUR GRATE

CONCRETE SLAB

INDEPENDENT OF NEW

SIDEWALK; GRATE OPENING

SHALL BE CENTERED IN THIS

NEW SLAB; SEE DETAILS

SHEET C-4; TYPICAL TYPE A

GRATE

POSSIBLE EXISTING DOWELS

APPROX. 18" O.C. AT DOOR

THRESHOLD - DO NOT

DISTURB; INCORPORATE INTO

NEW VENEER WALL

REMOVE EXISTING CONCRETE SLAB AND INSTALL

NEW CONCRETE SLAB AND STEEL GRATE TYPE B

AS DETAILED ON SHEET C-4 PRIOR TO INSTALLING

THE NEW CONCRETE SLAB, INSTALL 2" X 24"

FOUNDATION INSULATION UNDER NEW SLAB AT

PERIMETER AS SHOWN IN THE DETAIL, SHEET C-4

REMOVE EXISTING CONCRETE SLAB AND INSTALL

NEW CONCRETE SLAB AND STEEL GRATE TYPE B AS

DETAILED ON SHEET C-4 PRIOR TO INSTALLING THE

NEW CONCRETE SLAB, INSTALL 2" X 24" FOUNDATION

INSULATION UNDER NEW SLAB AT PERIMETER AS

SHOWN IN THE DETAIL, SHEET C-4

EXISTING CONCRETE RETAINING

WALL TO REMAIN

SEE C-2

EXCAVATE AS NEEDED TO INSTALL 2" X 24"

RIGID BOARD INSULATION TO THE ENTIRE

PERIMETER OF THE FOUNDATION UNLESS

OTHERWISE NOTED ON THIS PLAN; INSTALL AS

DETAILED; BACKFILL; COORDINATE WITH NEW

SIDEWALK INSTALLATION AND THE

INSTALLATION OF NEW LANDSCAPING STONE

FORM AND POUR GRATE

CONCRETE SLAB

INDEPENDENT OF NEW

SIDEWALK; GRATE

OPENING SHALL BE

CENTERED IN THIS NEW

SLAB; SEE DETAILS

SHEET C-4; TYPICAL

TYPE A GRATE

EXCAVATE AS REQUIRED

TO INSTALL NEW

CONCRETE SLAB AND

STEEL GRATE AS DETAILED

EXCAVATE AS NEEDED TO INSTALL 2" X 24" RIGID

BOARD INSULATION TO THE ENTIRE PERIMETER OF

THE FOUNDATION UNLESS OTHERWISE NOTED ON

THIS PLAN; INSTALL AS DETAILED; BACKFILL;

COORDINATE WITH NEW SIDEWALK INSTALLATION

AND THE INSTALLATION OF NEW LANDSCAPING

STONE

EXCAVATE AS NEEDED TO INSTALL 2" X 24"

RIGID BOARD INSULATION TO THE ENTIRE

PERIMETER OF THE FOUNDATION UNLESS

OTHERWISE NOTED ON THIS PLAN; INSTALL AS

DETAILED; BACKFILL; COORDINATE WITH NEW

SIDEWALK INSTALLATION AND THE

INSTALLATION OF NEW LANDSCAPING STONE

AS NEEDED, SAWCUT

AND REMOVE PORTION

OF EXISTING SIDEWALK

LEADING TO 538Q;

INSTALL NEW

SIDEWALK AS SHOWN;

MEET GRADE & ABUT

TO SIDEWALK TO

REMAIN; INSTALL

STEP(S) AS NEEDED

INSTALL LANDSCAPING METAL

EDGING FROM BLDG EDGE TO NEW

CONCRETE SLAB; A STONE TO GRASS

BORDER

NEW CONCRETE ENTRANCE SLAB;

TYPICAL

NEW CONCRETE ENTRANCE SLAB;

TYPICAL

POSSIBLE EXISTING

DOWELS APPROX. 18" O.C.

AT DOOR THRESHOLD - DO

NOT DISTURB;

INCORPORATE INTO NEW

VENEER WALL

SEE SHEET C-2 FOR WORK AT 536Q

EDGE OF 536Q

EDGE OF 536Q

INSTALL LANDSCAPING METAL

EDGING AS SPECIFIED FROM BLDG

EDGE TO NEW CONCRETE SLAB; A

STONE TO GRASS BORDER

SEE C-2

EDGE OF 536Q

**IF EXISTING CONCRETE RETAINING WALL OR IT'S

FOOTING/FOUNDATION BECOMES DAMAGED

DURING CONSTRUCTION, THE CONTRACTOR SHALL

REPLACE WITH NEW AS DETAILED AND SPECIFIED

EXISTING SURFACE SHUT OFF BOX TO

THE DOMESTIC WATER SERVICE; SEE

SITE UTILITIES

SIDEWALK TO REMAIN

EXISTING CONCRETE RETAINING

WALL TO REMAIN

16'-0"

INSTALL COLORED LANDSCAPING

INTERLOCKING RETAINING BLOCK (12" X

6") WALL TO 24" HIGH; TYPICAL 2

LOCATIONS, SEE DETAIL SHEET C-4

FORM AND POUR GRATE

CONCRETE SLAB

INDEPENDENT OF NEW

SIDEWALK; GRATE

OPENING SHALL BE

CENTERED IN THIS NEW

SLAB; SEE DETAILS

SHEET C-4; TYPICAL TYPE

A GRATE

NEW CONCRETE ENTRANCE SLAB;

TYPICAL

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

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SF

SF

SF

SF

SF

SF

SF

SF

135° 135°

12'-8" 5'-2"

12'-8"

5'- 2"

7' -0

4' -0

7'

-0

'-1

0"

FI

EL

D

V

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IF

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'-0

8'

-1 0"

190'-4"

EXISTING SANITARY MANHOLE, SEE

SITE UTILITIES

SILT FENCE SEE

DETAILS AND

NOTES 2/C-2

EXISTING ROAD

4'-0"

5' -0

534Q FOUNDATION INSULATION/LANDSCAPING PLAN

CONCRETE SIDEWALKS AND SLABS

SCALE 1/8" = 1'-0"

UTILITIES

989-344-6184

72 HOURS

(3 WORKING DAYS)

CALL Mr. Halcomb

BEFORE YOU DIGC.G.

MICHAEL HALCOMB

CAMP GRAYLING ENGINEERING

KAB'17

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

C-3

MATCH LINE IF 534Q RENOVATIONS

BECOME A CONTRACT ADD ON

MATCH LINE IF 534Q RENOVATIONS

BECOME A CONTRACT ADD ON

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AN

SHADED AREA REPRESENTS NEW CONCRETE SLAB, SIDEWALK OR

ENTRANCE SLAB.

AREA OF DISTURBED EARTH IS LESS THAN 1 ACRE. WHILE AN SESC

AUTHORIZATION TO PROCEED IS NOT REQUIRED, THE CONTRACTOR IS

TO REGULARLY SWEEP STREETS AND SIDEWALKS OF TRACKOFF AND

RESTORE SITE WHERE IMPACTED BY CONSTRUCTION ACTIVITIES.

CONTRACTOR TO INSTALL SILT FENCE WHERE INDICATED ON PLANS

UPON COMPLETION, ALL EXISTING EXCESS SOILS SHALL BE SPREAD

EVENLY ON THE PROJECT SITE, GRADED ACCORDINGLY AND SEEDED

TO ESTABLISH GRASS. THIS SOIL DISTRIBUTION SHALL BE NOTED ON

THE PROJECT AS-BUILTS.

IT IS THE INTENT TO INSTALL THE CONCRETE SIDEWALK SO THAT IT

MEETS THE ELEVATIONS OF THE EXISTING ABUTTING SIDEWALK/SLABS.

IT IS THE INTENT TO INSTALL THE CONCRETE SIDEWALKS WITH MINIMAL

REGRADING, FOLLOWING THE EXISTING NATURAL CONTOURS. PROVIDE

GRANULAR FILL IN LOCATIONS NEEDING SOIL TO BRING GRADES UP TO

THE LEVEL THAT THIS CAN BE ACCOMPLISHED.

CARE SHALL BE TAKEN NOT TO DISTURB U.G. UTILITIES. COORDINATE

WITH CAMP GRAYLING ENGINEERING STAFF FOR LOCATIONS.

ALL DISTURBED AREAS SHALL BE REGRADED; INSTALL AS NEEDED

TOPSOIL THEN APPLY SEED AND MULCH.

GENERAL NOTES:

534Q FOUNDATION INSULATION AND LANDSCAPE PLAN

FOUNDATION INSULATION/

LANDSCAPING KEY NOTES:

EXCAVATE AS REQUIRED TO INSTALL NEW WASHED AGGREGATE OVER LANDSCAPING FABRIC.

AGGREGATE SIZE SHALL BE 100% PASSING THE 2" SIEVE TO 100% RETAINED ON 1-1/2" SIEVE; GRADE AREA AS REQUIRED TO SLOPE AWAY FROM BUILDING. COORDINATE W/ WALL SECTION DETAILS, DO

NOT COVER WEEP HOLES IN MASONRY WHEN BACKFILLING. SEE DETAIL SHEET C-4.

SEE GRATE DETAILS SHEET C-4.

NEW CONCRETE SLAB TO BE FORMED AND POURED INDEPENDENT OF CONCRETE SIDEWALKS.

NEW CONCRETE SIDEWALK, SEE DETAIL SHEET C-4

NEW CONDENSING UNIT CONCRETE MOUNTING SLAB, COORD W/ MECH CONTRACTOR AND SIZE TO

FIT CONDENSING UNIT AND ELEC. DISCONNECT RACK PLUS 4" ON ALL SIDES, SEE DETAIL SHEET C-4, AND DETAIL SHEET E-2

NEW 8"Ø MIN. PVC PIPE TRENCH. SEE DETAIL SHEET C-4

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KAB

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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DATE

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ISSUED FOR

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INDEX CODE

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PROJECT

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IDENTIFICATION NO.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

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ADAM LACH RA, DIRECTOR

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JDJ

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AJP

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KAB

1' -6

4"4" 4'-0"

10'-8"

6 X 6 - W2.9/W2.9 WWF

6'-0"

4" Min

GRATE DETAIL (TYP) - TYPE A

SCALE 3/4" = 1'-0"

GRATE SECTION (TYP) - TYPE A

(INCLUDING CONCRETE SLAB SECTION)

SCALE 3/4" = 1'-0"

4'-0"

1' -4

2" 1'

-6

4" Min

GRATE SECTION (TYP) - TYPE B

(INCLUDING CONCRETE SLAB SECTION)

SCALE 3/4" = 1'-0"

8" MIN. COMPACTED SAND

GRATE DETAIL (TYP) - TYPE B

SCALE 3/4" = 1'-0"

6'-0"

1' -4

2"

6'-0"

OPENOPEN

BLDG

EDGE

NEW SIDEWALK

CENTER GRATE IN

CENTER OF NEW SLAB

GRATE SHALL BE PLACED IN SLABS FOLLOWING

DIMENSIONS SHOWN ON SHEETS C-2 AND C-3

1-1/4" X 2" X 3/8" L FRAME

FORMED INTO CONCRETE W/

W/3/8"Ø STUD @ 12" O.C

8" MIN. COMPACTED SAND

WELDED STEEL BAR GRATE

(1 1/4" X 1/8") GRATES

SHALL BE REMOVABLE AND

ONE-PIECE UNITS

CONCRETE SIDEWALK

3500PSI MIN. BROOM

FINISH

GRADE

6 X 6 - W2.9/W2.9

WWF

CONCRETE SIDEWALK/SLAB

3500PSI MIN. BROOM

FINISH

4" CONCRETE SIDEWALK

6 X 6 - W2.9/W2.9 WWF

WELDED STEEL BAR GRATE

(1 1/4" X 1/8") GRATES SHALL

BE REMOVABLE AND

ONE-PIECE UNITS

WELDED STEEL BAR

GRATE (1 1/4" X 1/8")

GRATES SHALL BE

REMOVABLE AND

ONE-PIECE UNITS

1-1/4" X 2" X 3/8" L FRAME

FORMED INTO CONCRETE W/

W/3/8"Ø STUD @ 12" O.C

1-1/4" X 2" X 3/8" L FRAME

FORMED INTO CONCRETE W/

W/3/8"Ø STUD @ 12" O.C

1-1/4" X 2" X 3/8" L FRAME

FORMED INTO CONCRETE W/

W/3/8"Ø STUD @ 12" O.C

WELDED STEEL BAR GRATE

(1 1/4" X 1/8") GRATES

SHALL BE REMOVABLE AND

ONE-PIECE UNITS

5'-0"

SIDEWALK SECTION (TYP)

SCALE 3/4" = 1'-0"

4"

*4'-0"/

CONCRETE SIDEWALK

3500PSI MIN. BROOM

FINISH

6 X 6 - W2.9/W2.9 WWF REGRADE SOILS,

INSTALL TOP SOIL,

SEED & MULCH

EXCAVATE AS

NEEDED TO INSTALL

NEW SIDEWALK

8" MINIMUM COMPACTED SAND

*SEE SHEETS C2 & C3 FOR EXACT SIDEWALK WIDTHS

**NEW CONCRETE SIDEWALK AND OR CONCRETE SLAB

UNLESS OTHERWISE NOTED SHALL FOLLOW THE SAME MIN

THICKNESS AND CONCRETE STRENGTH AS SHOWN HERE

EXPANSION

JOINT (E.J.)

SCALE 1 1/2" = 1'-0"

1/2" JOINT W/

1/2" X 3/8" JOINT

SEALANT

4" CONCRETE SIDEWALK

REINFORCED WITH

6 X 6 - W2.9/W2.9 WWF

AT MIDSPAN

INSTALL EJ'S AT 30' INTERVALS

OR AT ANY POSITION WHERE

THERE IS A CHANGE IN

DIRECTION

PREMOLDED JOINT MATERIAL

4"

CONDENSATE SLAB DETAIL

CONCRETE SLAB 3500PSI MIN.

WITH 6 X 6 - W2.9/W2.9 WWF,

BROOM FINISH

8" MINIMUM

COMPACTED SAND

SIZE TO BE LARGER THAN

APPROVED CONDENSING

UNIT & RELATED ELEC.

EQPM. BY 4" ON ALL

SIDES

VARIES

BACKFILL WITH EXCAVATED MATERIAL

TO WITHIN 4" OF FINISH GRADE

INSTALL 1/8" X 4" STEEL PLANTING

BED EDGING

INSTALL 4" TOP SOIL AND SEED AND

MULCH AROUND AREA DISTURBED BY

EXCAVATION

EXCAVATE AND INSTALL 4" THICK WASHED

AGGREGATE (2" < 1-1/2") AROUND THE

PERIMETER OF THE BUILDING

GRADE LINE (VARIES SEE BLDG

ELEVATIONS)

EXCAVATE FOR FOUNDATION WORK AND

INSTALL 2" THICK X 24" FOUNDATION

INSULATION; ADHERE TO BUILDING

FOUNDATION WALL;

SEE STRUCTURAL FOR DETAILS

DOOR OPENING

SEE ARCH.

INSTALL NEW EXPANSION JOINT

MATERIAL AND BACKER ROD FULL

LENGTH OF ABUTTING WALL

INSTALL 8" MIN.

COMPACTED SAND

BASE

FLOOR

BACKFILL WITH EXCAVATED MATERIAL

INSTALL GEOTEXTILE FABRIC;

OVERLAP JOINTS 8" MIN. SECURE IN

PLACE PRIOR TO INSTALLING STONE

INSTALL FOUNDATION

BOARD INSULATION

UNDER EXTENDED

FLASHING AS SPECIFIED

4" CONCRETE ENTRANCE SLAB W/ 6 X 6 - W2.9/W2.9 WWF, BROOM FINISH,

SLOPE AWAY FROM BLDG. 1/4"/1'-0" MIN.; REFER TO STRUCTURAL FOR

DOWELS TO FOUNDATION

SEE LANDSCAPE DRAWINGS FOR ENTRANCE

SLABS REQUIRING GRATES AND REFER TO

GRATE DETAILS THIS SHEET

INSTALL DAMPPROOFING

INSTALL DAMPPROOFING

FOUNDATION WALL;

SEE STRUCTURAL FOR DETAILS

FLOOR

DO NOT COVER WEEP HOLES AND

FLASHING WHEN BACKFILLING AND

ISNTALLING AGGREGATE

BACKFILL WITH EXCAVATED MATERIAL

EXCAVATE FOR FOUNDATION WORK AND

INSTALL 2" THICK X 24" FOUNDATION

INSULATION; ADHERE TO BUILDING

SLOPE AWAY

FROM BLDG.

1/2"/1'-0" MIN.

CONTROL

JOINT (C.J.)

SCALE 1 1/2" = 1'-0"

1/4" X 1" DEEP

SAWED JOINT

INSTALL CJ'S AT 5'

INTERVALS OR AS

SHOWN ON THE

PLAN ABOVE & ON

OTHER C SHEETS

4" CONCRETE SIDEWALK

REINFORCED WITH

6 X 6 - W2.9/W2.9 WWF

AT MIDSPAN

11" 1"

7" 7"

4"1"

** TWO STEPS ARE SHOWN HERE; AT EACH

LOCATION NEEDED, ADJUST THE STEPS

REQUIRED COORDINATING NUMBER WITH

GRADES, ALLOWING NEW SIDEWALK TO MEET

EXISTING NATURAL CONTOURS AS MUCH AS

POSSIBLE.

**2 STEPS SHOWN HERE; VERIFY ON SIDE WITH

EXISTING GRADES; ON-SITE CONDITIONS MAY

REQUIRE MORE OR LESS STEPS AT EACH LOCATION

6 X 6 - W2.9/W2.9 WWF

8" MINIMUM COMPACTED SAND

CONCRETE STEP

3500PSI MIN.

BROOM FINISH

EXCAVATE AND INSTALL 4" THICK

WASHED AGGREGATE (2" < 1-1/2")

AROUND THE PERIMETER OF THE

BUILDING

INSTALL

GEOTEXTILE

FABRIC; OVERLAP

JOINTS 8" MIN.

SECURE IN PLACE

GEOTEXTILE FABRIC

NEW 4" THICK WASHED

AGGREGATE (2" < 1-1/2")

AROUND THE PERIMETER OF

THE BUILDING; SEE

LANDSCAPING PLANS

INSTALL 8"Ø MIN PVC (UTILITY

TRENCH) FOR CONDENSING

UNIT'S ELECTRICAL AND

CONDENSING LINES

INSTALL RUBBER

WEATHERPROOF CAP; SECURE

IN PLACE WITH BAND CLAMP

GAS & LIQUID LINES TO

CONDENSING UNITS

EXTEND PVC PIPE A MINIMUM

24" THRU THE BUILDING'S

FOUNDATION WALL INTO

TRENCHED AREA SHOWN ON

ADDITIONAL DRAWING SHEETS

INSTALL 8"Ø MIN PVC

(UTILITY TRENCH)

FOR CONDENSING

UNIT'S ELECTRICAL

AND CONDENSING

LINES

3"

CLASS II FILL

6" 6"

2'-0" MDOT 21AA (CRUSHED LIMESTONE) LEVELING PAD

COMPACTED TO 95% MAX DENSITY; CONTRACTOR TO

COMPACT EXISTING BASE MATERIAL TO 95% MAX DENSITY

PRIOR TO PLACING LEVELING PAD MATERIAL; ON SITE

COMPACTION TESTING OF THE SOIL IS REQUIRED

BLOCK VENDOR: VERSA-LOK RETAINING WALL SYSTEMS

BLOCK TYPE: STANDARD

OFFSET PER BLOCK: 3/4"

INSTALLATION OF WALL SYSTEM TO BE IN ACCORDANCE WITH ALL

MANUFACTURER'S RECOMMENDATIONS

GRADE

RETAINING WALL BLOCK TOP CAP; ADHERE INTO PLACE

SLOPE AWAY FROM

BUILDING 1/4" PER 1'-0"

MIN.

EXACT HEIGHT WILL BE DETERMINED ON SITE; HEIGHT STATED IS AN

ESTIMATE AND WILL NOT BE ANY HIGHER REGARDLESS

BLOCK SHALL BE PINNED TOGETHER USING

VERSA-TUFF PINS; 2 PINS PER BLOCK

6"

1' -1

0"

GRANULAR FILL

EXCAVATE AS REQUIRED TO

UPGRADE SERVICE AND CURB

STOP; BACKFILL WITH

COMPACTED GRANULAR FILL,

TOPSOIL, SEED AND MULCH

PER SPECIFICATIONS

UPGRADE EXISTING 2"

WATER SERVICE TO

BUILDING TO NEW 6"

WATER SERVICE; SEE

UTILITY PLAN SHEET C1

AND SEE SHEETS C2 & C3

FOR LOCATIONS

EXISTING CURB STOP

SERVICE BOX

INVERTED KEY CURB STOP

GRADE

EXISTING 1'-4" X 1'-4" X 4"

CONCRETE SLAB

EXISTING SERVICE BOX DROP

LOCK COVER

INSULATE OVER PIPING (2"

DOW BLUE BOARD

DOUBLED TO 4", 2'-0" WIDE

OVER TOP OF PIPING FULL

LENGTH)

6' -0

" M

IN

5'-4"

8"

2'-0"

4'-0"

HEAVY DUTY FRAME

AND COVER

EXTG GRADE

PRE CAST UNITS

SHALL MEET ASTM

C-478-68

APPLY BITUMINOUS

MASTIC AT JOINT

Ø" ASTM D3034-SDR35

PVC SEWER PIPE

MIN. REINF. #3 GA. 6"

x 6" MESH OR

EQUIVALENT

CONCRETE FLOW

CHANNEL

INV OUT

TO

TA

L H

EI

G

H T

VE

R

IE

SPREMIUM O-RING

JOINT

PIPE CONNECTOR

SEALS AT ALL PIPES

NON-SHRINK

GROUT (TYP)

(2) LAYERS OF 2" EXTRUDED

POLYSTYRENE INSULATION

2 FT WIDE CENTERED OVER

NEW PIPE; SET INSULATION

BOARD DIRECTLY ON TOP

OF NEW PIPE

UNDISTURBED

SOILS

FINISHED GRADE

INVERT

TR

EN

C H

A R

EA

(D

EP

TH

V

AR

IE

S)

BE

D

D

IN

G

AR

EA

SP

EC

IA

L

FO

U N

D

AT

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N

AR

EA

TRENCH WIDTH AT

UTILITY PIPE CROWN

CLASS II MATERIAL,

BACKFILL IN COMPACTED

LIFTS

6" to

2"

4"/ 6"/ 8" ASTM D3034-SDR35

GRAVITY SEWER PIPE

TO INCLUDE ALL NEW

WATER PIPING TOO

SERVICE BOX DROP LOCK COVER

TYP. SIDEWALK STEPS

AS NEEDED

SCALE 3/4" = 1'-0"

FOUNDATION SECTION AT DOOR

ENTRANCES

SCALE 1 1/2" = 1'-0"

FOUNDATION SECTION

TYPICAL PERIMETER

SCALE 1 1/2" = 1'-0"

CONDENSATE

SLAB DETAIL

SCALE 1" = 1'-0"

PVC UTILITY TRENCH DETAILS

SCALE 1" = 1'-0"

C-4

C-4

C-4

C-4

C-4

C-4

C-4

C-4

C-4

C-4

C-4

C-4

RETAINING WALL BLOCK - SCREEN WALL SECTION

SCALE 1/2" = 1'-0"C-4

BUILDING CURB STOP

WATER SERVICE ENTRANCE

SCALE 1/2" = 1'-0"

C4

2.15 MANHOLES

A. STANDARD PRECAST CONCRETE MANHOLES - ASTM C 478, PRECAST, REINFORCED CONCRETE, OF

DEPTH INDICATED, WITH PROVISION FOR SEALANT JOINTS.

1. DIAMETER, 48" MINIMUM, UNLESS OTHERWISE INDICATED.

2. BALLAST - INCREASE THICKNESS OF PRECAST CONCRETE SECTIONS OR ADD CONCRETE TO BASE

SECTION, AS REQUIRED TO PREVENT FLOTATION.

3. BASE SECTION - 6" MINIMUM THICKNESS FOR FLOOR SLAB AND 4" MINIMUM THICKNESS FOR WALLS

AND BASE RISER SECTION, AND HAVING A SEPARATE BASE SLAB OR BASE SECTION WITH INTEGRAL

FLOOR.

4. RISER SECTIONS - 4" MINIMUM THICKNESS, AND LENGTHS TO PROVIDE DEPTH INDICATED.

5. TOP SECTION - ECCENTRIC CONE TYPE, UNLESS CONCENTRIC CONE OR FLAT-SLAB-TOP IS

INDICATED. TOP OF CONE OF SIZE THAT MATCHES GRADE RINGS.

6. JOINT SEALANT - ASTM C 990, BITUMEN OR BUTYL RUBBER.

7. RESILIENT PIPE CONNECTORS - ASTM C 923, CAST OR FITTED INTO MANHOLE WALLS, FOR EACH

PIPE CONNECTION.

8. STEPS INDIVIDUAL FRP STEPS OR FRP LADDER. WIDE ENOUGH TO ALLOW A WORKER TO PLACE

BOTH FEET ON ONE STEP AND DESIGNED TO PREVENT LATERAL SLIPPAGE OFF THE STEP. CAST OR ANCHOR STEPS OR LADDER TO SIDEWALL AT 12 TO 16" INTERVALS. OMIT STEPS IF TOTAL DEPTH

FROM FLOOR OF MANHOLE TO FINISHED GRADE IS LESS THAN 60".

9 GRADE RINGS - INCLUDE 2 OR 3 REINFORCED-CONCRETE RINGS, OF 6 TO 9" TOTAL THICKNESS, THAT MATCH A 24" DIAMETER FRAME AND COVER.

10. PROTECTIVE COATING - PLANT-APPLIED, SSPC-PAINT 16 MINIMUM THICKNESS APPLIED TO

EXTERIOR SURFACES.

11. MANHOLE FRAMES AND COVERS - FERROUS, 24” ID BY 7” TO 9” RISER WITH 4” MINIMUM WIDTH FLANGE AND 26” DIAMETER COVER. INCLUDE INDENTED TOP DESIGN WITH LETTERING CAST INTO

COVER, USING WORKING EQUIVALENT TO "SANITARY SEWER".

a. MATERIAL -ASTM A 536, GRADE 60-40-18 DUCTILE IRON, UNLESS OTHERWISE INDICATED.

12. MANHOLE COVER INSERTS - MANUFACTURED, PLASTIC FORM, OF SIZE TO FIT BETWEEN MANHOLE

FRAME AND COVER AND DESIGNED TO PREVENT STORM WATER INFLOW. INCLUDE HANDLE FOR

REMOVAL AND GASKET FOR GAS TIGHT SEALING.

PRE-CAST MANHOLE

SCALE 1/2" = 1'-0"

PIPE TRENCH W/

INSULATION SADDLE

SCALE 1/2" =…