2022004-DeltaCollegeKWing-drawing set-010224.pdf

PDF 19 MB Posted Jan 2, 2024

Attached to: Delta College K Wing Addition & Renovations: CMc Proposals State and local contract opportunity
Solicitation number: 2021044
Issued by: Bay County, Michigan

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Addendum-Q_A (1).docx	DOCX document	Jan 2, 2024
Certifications.docx	DOCX document	Jan 2, 2024
10 - Delta BIM Execution Plan - K Wing.pdf	PDF	Jan 2, 2024
9 - RFP CMc K Wing Addition _ Renovations Scoring Sheets.pdf	PDF	Jan 2, 2024
1 - RFP CMc - K Wing Addition and Renovations.pdf	PDF	Jan 2, 2024
3 - Delta College Campus Map 2014.pdf	PDF	Jan 2, 2024
10-11-2019 CMc Advertisement.pdf	PDF	Jan 2, 2024
Introduction Page.docx	DOCX document	Jan 2, 2024
Pricing Sheet.docx	DOCX document	Jan 2, 2024

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PROJECT LOCATION

100 S. JEFFERSON AVENUE, SUITE 601

SAGINAW, MICHIGAN 48607

PHONE: (989) 752-8107

EMAIL: DESIGN@WTAARCH.COM

ARCHITECT:

ARCHITECTS

DELTA RD

E. HOTCHKISS RD

E. SALZBURG RD

W R

UNIVERSITY CENTER

1961 DELTA RD

ROWE PROFESSIONAL SERVICES COMPANY

127 S. MAIN STREET

MT. PLEASANT, MICHIGAN 48858

PHONE: (989) 772-2138

FAX: (989) 773-7757

CIVIL ENGINEER:

MACMILLAN ASSOCIATES, INC.

714 E. MIDLAND STREET

BAY CITY, MICHIGAN 48706

PHONE: (989) 894-4300

FAX: (989) 864-9930

STRUCTURAL, MECHANICAL, ELECTRICAL ENGINEER:

HAMILTON AV DESIGNS

55 EAST MAIN AVENUE

ZEELAND, MICHIGAN 49464

PHONE: (616) 836-1776

EMAIL: TIM@HAMILTONAVDESIGN.COM

AUDIO/VISUAL, IT ENGINEER:

TITLE SHEET

TS TITLE SHEET

CIVIL

C1 DETAIL AND NOTE SHEET

C2 REMOVAL SHEET

C3 PLAN SHEET

C4 LEED PLAN SHEET

ARCHITECTURAL

LS-1 LIFE SAFETY PLAN & CODE INFORMATION

ARCHITECTURAL

A0.01 PROJECT INFORMATION

ARCHITECTURAL

A2.01 DEMOLITION FLOOR PLAN - FIRST FLOOR

A2.02 DEMOLITION CEILING PLAN - FIRST FLOOR

A2.10 PARTIAL FIRST FLOOR PLAN

A2.21 PARTIAL FIRST FLOOR FURNITURE PLAN

A2.31 FLOORING PLAN

A2.41 ENLARGED FLOOR PLAN

A3.01 ROOM FINISH SCHEDULE, DOOR AND FRAME SCHEDULE, DOOR DETAILS

A5.01 EXTERIOR ELEVATIONS

A5.02 EXTERIOR ELEVATIONS

A5.03 BUILDING SECTIONS

A6.01 ROOF PLAN

A7.01 WALL SECTIONS

A7.02 WALL SECTIONS

A7.10 DETAILS

A8.01 INTERIOR ELEVATIONS

A8.02 INTERIOR ELEVATIONS

A9.01 REFLECTED CEILING PLAN

STRUCTURAL

S2.01 FOUNDATION PLAN

S2.02 ROOF FRAMING PLAN

S3.01 SCHEDULE AND NOTES

S5.01 FOUNDATION DETAILS

S7.01 ROOF FRAMING DETAILS

MECHANICAL

M1.01 DEMOLITION PLAN

M1.02 DEMOLITION PLAN

M2.01 FIRST LEVEL HVAC PIPING REVISIONS

M3.01 FIRST LEVEL HVAC REVISIONS

M4.01 FIRST LEVEL FIRE PROTECTION REVISIONS

M6.01 MECHANICAL DETAILS

ELECTRICAL

E1.01 DEMOLITION PLAN

E1.02 DEMOLITION PLAN

E2.01 ELECTRICAL PLAN

NOT TO SCALE NOT TO SCALE

K-WING: DELTA COLLEGE MAIN CAMPUS

E2.02 FIRST LEVEL POWER AND SYSTEMS

E3.01 K-WING ONE-LINE DIAGRAMS

E4.01 FIRST LEVEL EMERGENCY LIGHTING POINT BY POINT PLAN

AUDIOVISUAL

TA001 AV SYMBOLS, NOTES, DIVISION OF LABOR

TA201 AV FIRST FLOOR PLAN

TA211A AV FIRST FLOOR RCP - LOUDSPEAKERS

TA211B AV FIRST FLOOR RCP - MICS, PROJECTION, MISC.

TA401 AV RACKS, PLATES, DETAILS

TA701 AV CLASSROOM, ALTERNATE 1 SCHEMATICS

TA702 AV ACTIVE LEARNING SCHEMATIC

TELECOMMUNICATIONS

TC001 TC SYMBOLS, NOTES, DIVISION OF LABOR

TC201 TC FIRST FLOOR PLAN

TC211 TC FIRST FLOOR RCP

PROJECT TITLE

WTAARCH.COM

A Saginaw, Michigan 48607 100 S Jefferson Ave, Suite 601

RCHITECTS

SHEET TITLE

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

INDEX OF DRAWINGS:CONTACTS:

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DELTA COLLEGE K WING

TITLE SHEET

Au th or

UNIVERSITY CENTER, MICHIGAN

NEW ADDITION AND RENOVATIONS TO

DELTA COLLEGE K WING

NEW ADDITION AND

RENOVATIONS TO

UNIVERSITY CENTER, MICHIGAN

NO. REVISION DATE

NOTE:

FIXTURES DEPICTED WITHIN THIS SCHEDULE ARE SCHEMATIC ONLY. FOR EXACT FIXTURE TYPES AND QUANTITIES, REFER TO MECHANICAL DRAWINGS AS WELL AS THE SPECIFICATION MANUAL.

LAV.

24" x 36" MIRROR

BOTTOM OF

LAVATORY

BOTTOM OF

LAV. APRON

TOP OF

LAVATORY

BOTTOM OF

GLASS

LAV.

60" MIN.

12" MIN.

(P .H

16" - 18"

W.C.

36" G.B.

MIN.

30" W.C.

20"

12" 42"

MAX.

36"

39" - 41"

7" - 9" M

" W

N O

K M

TOILET TISSUE

DISPENSER (2)

OPTIONAL

LOCATIONS

UR.

SANITARY

NAPKIN

DISPOSAL

DRINKING

FOUNTAI

N (E.W.C.)

MIN.

17"

MIN.

11"

(P .H

36 " O

G H

" M

N D

TRANSFER TYPE

B.F. SHOWER

SEAT

MIN.

18"

MIN.

30"

CTL

ARE

60" MIN.

HOSE

MAX.

15"

MAX.

27"

(BACK

WALL)

(SIDE

WALL)

(BACK WALL) (SIDE

WALL)

" M

ROLL-IN TYPE

B.F. SHOWER

LENGTH

FULL

(4 4"

W / O

O N)

FIRE

EXTINGUISHER

CABINET

SWITCH

THERMOSTAT

COIN/CARD

SLOT

TELEPHONE

SOAP

DISPENSER

TOWEL

BAR

PAPER TOWEL

DISPENSER

(P.T.D.)

WASTE

RECEPTACLE

COMBINATION

P.T.D. & WASTE

RECEPTACLE

SANITARY

NAPKIN

DISPENSER

(S.N.D.R.)

COIN

SLOT

SHELF

CLOTHES

RACK

HAND

DRYER

HAIR

DRYER

FLOOR PLAN

REFER TO

MARKER BOARD,

TACK BOARD,

CHALKBOARD,

(SEE SPEC.) C

MOUNTING HEIGHT CHART

MARKER BOARD, TACK BOARD,

AND CHALKBOARD

(CHALK RAIL TO FLOOR)

NURSERY/PRESCHOOL

KINDERGARTEN

1st - 3rd GRADE 4th - 6th GRADE

MIDDLE SCHOOL

HIGH SCHOOL

20" 24" 30" 32" 36" 36"

ABBV. ABBREVIATIONS

A.F.F. ABOVE FINISHED FLOOR

AC. ACOUSTIC(AL)

A.C.P. ACOUSTIC CEILING PANEL

A.C.T. ACOUSTIC CEILING TILE

A.R.P. ACRYLIC RESIN PANEL

ADD'L ADDITIONAL

ADJ. ADJUSTABLE

ALT. ALTERNATE

ALUM. ALUMINUM

ANOD. ANODIZED

APPROX. APPROXIMITE

ARCH. ARCHITECTURAL

BKR. BD. BACKER BOARD

BR'G BEARING

BIT. BITUMINOUS

BLK('G) BLOCKING

BD. BOARD

BTM. BOTTOM

B.O.C. BOTTOM OF CURB

B.O.F. BOTTOM OF FOOTING

BRK. BRICK

BLDG. BUILDING

CPT. CARPET

C.B. CATCH BASIN

CLG. CEILING

C.M.TILE/CMT CERAMIC MOSAIC TILE

CT CERAMIC TILE

CHBD. CHALKBOARD

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

C.M.U./CMU CONCRETE MASONRY UNIT

CONT. CONTINUOUS

C.J. CONTINUOUS JOINT

C'TOP. COUNTER TOP

COVR'G COVERING

DEPT. DEPARTMENT

DIA. DIAMETER

D.O. DOOR OPENING

DBL. DOUBLE

DN. DOWN

D.T. DRAIN TILE

DWG. DRAWING

D.F. DRINKING FOUNTAIN

EA. EACH

E.W. EACH WAY

ELEC. ELECTRIC(AL)

E.H.D. ELECTRIC HAND DRYER

E.W.C. ELECTRIC WATER COOLER

EL. ELEVATION

ELEV. ELEVATOR

EQ. EQUAL

E.F. EXHAUST FAN

EXIST./(E) EXISTING

EXP. EXPOSED

EXT. EXTERIOR

FT. FEET

F.F. FINISHED FACE

FIN. FINISHED

F.O. FINISHED OPENING

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.R. FIRE RATED

F.RT. FIRE RETARDANT

F.R.L./FRL FIBER REINFORCED LAMINATE

FIXT. FIXTURE

F.S.F./FSF FLOCKED SHEET FLOORING

F.T.F./FTF FLOCKED TILE FLOORING

FLR. FLOOR

F.D. FLOOR DRAIN

FTG. FOOTING

F.R.P./FRP FIBER REINFORCED POLYESTER

GA. GAUGE

G. TILE/GT GLASS TILE

GL. GLAZING

G.B. GRAB BAR

GYP. BD. GYPSUM BOARD

HWD. HARDWOOD

H.P. HIGH POINT

H.M./HM HOLLOW METAL

HORIZ. HORIZONTAL

H.B. HOSE BIB

I.DIA./I.D. INSIDE DIAMETER

I.F.BL. INSIDE FACE OF BLOCK

I.F.BR. INSIDE FACE OF BRICK

INSUL. INSULATE(D)

INT. INTERIOR

JT. JOINT

LAM./LAM LAMINATE(D)

LAV. LAVATORY (SINK)

L.S.F./LSF LINOLEUM SHEET FLOORING

L.T.F./LTF LINOLEUM TILE FLOORING

L.P. LOW POINT

L.V.T./LVT LUXURY VINYL TILE

MFR. MANUFACTURE(R)

M.B. MARKERBOARD

MAS. MASONRY

M.O. MASONRY OPENING

MAT'L MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MTL. METAL

M.P./MP METAL PANEL

M.D.O.T. MICHIGAN DEPARTMENT OF

TRANPORTATION

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

NOM. NOMINAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

O.C. ON CENTER

OPP. OPPOSITE (HAND)

O.S.B. ORIENTED STRAND BOARD

O.DIA./O.D. OUTSIDE DIAMETER

O.F.BL. OUTSIDE FACE OF BLOCK

O.F.BR. OUTSIDE FACE OF BRICK

O.F.C. OUTSIDE FACE OF CONCRETE

O.F.M. OUTSIDE FACE OF MASONRY

O.F.S. OUTSIDE FACE OF STUDS

PT./P PAINT(ED)

PR. PAIR

P.T.D. PAPER TOWEL DISPENSER

PART. BD. PARTICLE BOARD

PTN. PARTITION

P.H. PHYSICALLY HANDICAPPED

PLAS. PLASTER

P.LAM./PL PLASTIC LAMINATE

PLYWD. PLYWOOD

P.O.N.C. POINT OF NEW CONNECTION

P.TILE/PT PORCELAIN TILE

PWR. POWER

P.CONC. PRECAST CONCRETE

P.C./PC POLISHED CONCRETE

Q.TILE/QT QUARRY TILE

QTZ./QTZ QUARTZ

RAD. RADIUS

REFRIG. REFRIDGERATOR

REINF. REINFORCE(MENT)

REQ'D REQUIRED

R.W.B./RWB RESILIENT WALL BASE

R.S.F./RSF RESILIENT SHEET FLOORING

R.T.F./RTF RESILIENT TILE FLOORING

R.O. ROUGH OPENING

S.A.T. SUSPENDED ACOUSTICAL TILE

SF.GL. SAFETY GLAZING

S.N.DR. SANITARY NAPKIN DISPENSER

S.N.DL. SANITARY NAPKIN DISPOSAL

S.O. SASH OPENING

SCHED. SCHEDULE

SNT. SEALANT

SHT. SHEET

SIM. SIMILAR

SM.F. SMOOTH FACE

SPEC. SPECIFICATION(S)

SP.F. SPLIT FACE

SQ.FT. SQUARE FEET

S.STL./SS STAINLESS STEEL

STD. STANDARD

STO./STOR. STORAGE

STRT. STRAIGHT

STRUC. STRUCTURE

SUSP. SUSPENDED

T.B. TACKBOARD

TEL. TELEPHONE

T.V. TELEVISION

TEMP. TEMPER(ED)

THK. THICK

T.P.D. TOILET PAPER DISPENSER

T.O.M. TOP OF MASONRY

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

UR. URINAL

V.B. VAPOR BARRIER

V.I.F. VERIFY IN FIELD

VERT. VERTICAL

V.T.R. VENT THROUGH ROOF

VNL./VNL VINYL

V.C.T./VCT VINYL COMPOSITION TILE

W.C. WATER CLOSET

W.MAT/WOM WALK-OFF MAT

W.W.F. WELDED WIRE FABRIC

W.W.M. WELDED WIRE MESH

W.O. WINDOW OPENING

w/ WITH

WD. WOOD

LEGEND OF ABBREVIATIONS

GYPSUM BOARD

(SECTION)

GYPSUM BOARD

(CEILING/ELEVATION)

BRICK MASONRY

STUD WALL

BATT INSULATION

SOUND ATTENUATION

BLANKETS/SPRAYED INSUL.

RIGID INSULATION &

RIGID INSULATION BOARD

DIMENSIONAL LUMBER

FINISH LUMBER

STEEL

SUSPENDED CEILING TILE

TILE ON MORTAR BED

BACKER BOARD

PARTICLE BOARD &

PLYWOOD

CONCRETE

CONCRETE WALK

(PLAN)

GRAVEL OR STONE

AS INDICATED

COMPACTED SAND FILL

GROUT

MORTAR NET

ARCHITECTURAL MATERIAL LEGEND

CAST STONE

SOLID SURFACE

ARCHITECTURAL SYMBOL LEGEND

ROOM NAME

A100A

ROOM IDENTIFIER:

DOOR IDENTIFIER:

A100.1

GRADE CLUSTER

ROOM NUMBER

KEYED NOTES:

MATERIAL KEYNOTE

(HEXAGON w/ NUMBER)

PLUMBING OR EQUIPMENT

(HEXAGON w/ LETTER)

PLAN KEYNOTE

(SQUARE w/ NUMBER)

ROOF PLAN KEYNOTE

(SQUARE w/ "R" AND NUMBER)

PLAN DEMOLITION KEYNOTE

(TRIANGLE w/ NUMBER)

SITE DEMOLITION KEYNOTE

(TRIANGLE w/ LETTER)

DEMOLITION IDENTIFIER:

ALTERATION CLOUD:

ITEM TO BE REMOVED

INDICATES A CHANGE TO

THE CONSTRUCTION

DOCUMENTS VIA

ADDENDUM, BULLETIN,

AND CHANGE ORDER

A1.01

A7.07

A5.05

A2.02

REFERENCE BUBBLES:

ADDITIONAL IDENTIFIERS:

INTERIOR ELEVATION IDENTIFIER:

ALTERATION IDENTIFIER:

8/A8.08

DOOR FRAME TYPE

(OVAL w/ "F" AND NUMBER)

DOOR TYPE

(OVAL w/ "D" AND NUMBER)

WINDOW TYPE

(OVAL w/ "W" AND NUMBER)

WALL TYPE

(DIAMOND w/ NUMBER)

ADDENDUM IDENTIFIER

(RHOMBUS w/ NUMBER)

BULLETIN IDENTIFIER

(RHOMBUS w/ NUMBER)

CHANGE ORDER IDENTIFIER

(RHOMBUS w/ NUMBER)

LOCATION NUMBER

SHEET NUMBER

ALTERNATE NO. 2

LOCATION NUMBER

SHEET NUMBER

DETAIL MARK

BUILDING

SECTION

ENLARGED

DETAIL OR

PLAN

UNIT LETTER

2.1

MATCH LINE:

MATCH LINE

SITE PLAN KEYNOTE

(SQUARE w/ LETTER)

TEXT-X FLOORING/FINISH KEYNOTE

(RECTANGLE w/ TEXT)

ROOM NUMBER

OPTIONAL LETTER

GRADE CLUSTER

DOOR NUMBER

17-25 m in

4 max

X m in m ax m ax m ax

>20-25 max20 max

10 max m ax m in

10 max m ax m ax m ax m ax

> 10-24 max

60 min

30 min

48 min m in m in forward parallel

36 min

X m in

18 min m in m in12 min 305 36 min 60 m in

42 min m in m in

22 min m in

20 22 min

24 min m in m in

70 610 24 min

24 min m in

24 min 12 m in hinge approach, push side, door provided with both closer and latch latch approach, pull side latch approach, pull side, door provided with closer latch approach, push side latch approach, push side, door provided with closer front approach, pull side front approach, push side front approach, push side, door provided with both closer and latch hinge approach, pull side hinge approach, pull side hinge approach, push side

4" FACE BRICK (REFER TO EXTERIOR

ELEVATIONS FOR COLOR AND COURSING) W/

MIN R11.4 SPRAY FOAM IN AIR SPACE ON 8"

C.M.U. REFER TO SECTIONS AND ELEVATIONS

FOR EXTENSION OF MATERIALS.

4" FACE BRICK ON 8" C.M.U. (REFER TO

EXTERIOR ELEVATIONS FOR COLOR AND

COURSING) REFER TO SECTIONS AND

ELEVATIONS FOR EXTENSION OF MATERIALS.

4" 1.0

1.1

8" C.M.U. REFER TO SECTIONS AND

ELEVATIONS FOR EXTENSION OF MATERIALS.

2.0

2.1

5/8" GYP. BOARD ON BOTH SIDES OF METAL

STUDS MIN. 20 GA. @ 16" O.C.

5/8" GYPSUM BOARD ON METAL STUDS MIN. 20 GA.

@ 16" O.C. ATTACHED TO ADJACENT STRUCTURE

5.0

4" 1'

7/ 8"

4" FACE BRICK (REFER TO EXTERIOR

ELEVATIONS FOR COLOR AND COURSING) ON

BOTH SIDES W/ MIN R11.4 SPRAY FOAM IN AIR

SPACE ON 8" C.M.U. REFER TO SECTIONS AND

ELEVATIONS FOR EXTENSION OF MATERIALS.

1.2

4" FACE BRICK ON 8" C.M.U. (REFER TO

EXTERIOR ELEVATIONS FOR COLOR AND

COURSING) W/ 5/8" GYPSUM BOARD ON

METAL STUDS MIN. 20 GA. @ 16" O.C. REFER

TO SECTIONS AND ELEVATIONS FOR

EXTENSION OF MATERIALS.

1.3

PROJECT TITLE

WTAARCH.COM

A Saginaw, Michigan 48607 100 S Jefferson Ave, Suite 601

RCHITECTS

SHEET TITLE

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

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DELTA COLLEGE K WING

A0.01

PROJECT INFORMATION

Au th or

UNIVERSITY CENTER, MICHIGAN

NEW ADDITION AND

RENOVATIONS TO

1/4" = 1'-0"

ACCESSIBLE FIGURES

w w r o w e p s c c o m

M a i n

S t r e e t

M t

P l e a s a n t

R P R

S E

C O

O W E

O F E S S I O N A L

R V I C E S

M P A N Y

D E

T A

I L

O T

H E

E T

1 4

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8/5/2022 7:34 AM

AutoCAD SHX Text R:\Projects\22M0029\Dwg\Construction Drawings\22M0029-DET & NOTE.dwg

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PLOTTED:

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REV:

AutoCAD SHX Text JOB No:

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SCALE:

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REVIEWER:

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PROJECT MGR:

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PLAN DATE:

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PREPARED FOR

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SHT#

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AUGUST 2022

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RDB

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DER

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NOT TO SCALE

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DELTA COLLEGE

AutoCAD SHX Text

K-WING BUILDING ADDITIONS

AutoCAD SHX Text 22M0029

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GENERAL CONSTRUCTION NOTES

AutoCAD SHX Text EMERGENCY CONTACTS BEFORE BEGINNING WORK ON THE PROJECT, THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH THE NAMES AND TELEPHONE NUMBERS OF EMERGENCY CONTACTS. AT LEAST ONE PERSON REPRESENTING THE CONTRACTOR SHALL BE AVAILABLE TO RESPOND TO EMERGENCIES THROUGHOUT THE LIFE OF THE PROJECT, 24 HOURS A DAY, 7 DAYS A WEEK. UNDERGROUND UTILITY IDENTIFICATION AND LOCATION THE CONTRACTOR SHALL CALL MISS DIG (1-800-482-7171) A MINIMUM OF THREE WORK DAYS IN ADVANCE OF BEGINNING EXCAVATION. THE CONTRACTOR IS RESPONSIBLE TO IDENTIFY AND NOTIFY UTILITY AGENCIES WITHIN THE PROJECT AREA WHICH DO NOT PARTICIPATE IN THE MISS DIG NOTIFICATION PROGRAM. PUBLIC UTILITIES EXISTING UTILITIES ARE SHOWN BASED UPON RECORDS AND LOCATIONS PROVIDED BY UTILITY AGENCIES. THE INFORMATION SHOWN IS CONSIDERED APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR. UNLESS THE PLANS SPECIFICALLY SHOW THAT EXISTING UTILITIES ARE TO BE MOVED, THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN EXISTING UTILITIES. VERIFICATION OF UNDERGROUND UTILITIES THE CONTRACTOR SHALL EXCAVATE AND LOCATE ALL EXISTING UTILITIES IN THE PROJECT AREA IN ADVANCE OF CONSTRUCTION TO VERIFY THEIR ACTUAL LOCATION. POTENTIAL CONFLICTS SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL MAKE SUCH CHANGES TO GRADE AND ALIGNMENT OF PROPOSED WORK AS DIRECTED BY THE ENGINEER TO AVOID CONFLICTS, AT NO INCREASE IN COST TO THE OWNER. UTILITY SERVICE UNLESS SPECIFICALLY PROVIDED OTHERWISE IN THE CONTRACT DOCUMENTS, ALL EXISTING UTILITIES ARE TO REMAIN IN SERVICE DURING THE PROJECT. PRIVATE IRRIGATION SYSTEMS WHERE IRRIGATION SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY WILL INTERFERE WITH THE PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PROPERTY OWNERS THAT IT IS THEIR RESPONSIBILITY TO REMOVE AND PROTECT THEIR IRRIGATION SYSTEM. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A COPY OF THE NOTIFICATION. WHERE THE OWNER HAS NOT REMOVED THEIR PRIVATE IRRIGATION SYSTEM, THE CONTRACTOR SHALL CUT AND PLUG THOSE SECTIONS OF PIPING WHICH INTERFERE WITH CONSTRUCTION. SPRINKLER HEADS, VALVES, AND PIPING WHICH INTERFERES WITH THE CONTRACTOR’S WORK, SHALL BE REMOVED AND STOCKPILED ON S WORK, SHALL BE REMOVED AND STOCKPILED ON THE OWNER’S PROPERTY. S PROPERTY. SOIL BORINGS / PAVEMENT CORES IF PROVIDED ON THE PLANS OR IN THE CONTRACT DOCUMENTS, LOGS OF SOIL BORINGS OR PAVEMENT CORES REPRESENT THE SUBSURFACE CONDITIONS ENCOUNTERED AT SPECIFIC POINTS. THE INFORMATION IS PROVIDED FOR THE CONTRACTOR’S INFORMATION ONLY. S INFORMATION ONLY. MAINTAINING TRAFFIC LOCAL AND EMERGENCY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES WITHIN THE PROJECT AREA. WHEN EXCAVATION, FRESH CONCRETE, OR OTHER CONSTRUCTION WORK WILL RESULT IN THE CLOSURE OF A STREET OR DRIVEWAY FOR A PERIOD OF TIME, THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ALL AFFECTED RESIDENTS AND BUSINESSES IN ADVANCE. THE CONTRACTOR SHALL NOTIFY EMERGENCY RESPONSE AGENCIES IN ADVANCE OF ROAD CLOSURES OR THE ESTABLISHMENT OF DETOURS. SCHEDULE THE CONTRACTOR SHALL COMPLETE ALL WORK IN AN EXPEDITIOUS MANNER AND SHALL NOT STOP WORK ON THE PROJECT ONCE BEGUN. CONSTRUCTION STAKING WHEN CONSTRUCTION STAKING IS TO BE PROVIDED BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALL REQUEST STAKING AT LEAST THREE WORKING DAYS IN ADVANCE. WHEN CONSTRUCTION STAKING IS TO BE PROVIDED BY THE ENGINEER OR OWNER, STAKING WILL BE PROVIDED ONE TIME. THE CONTRACTOR SHALL PROTECT AND PRESERVE SURVEY CONTROL AND STAKING. RE-STAKING WILL BE AT THE CONTRACTOR’S EXPENSE.S EXPENSE.

AutoCAD SHX Text PROTECTION OF TREES, SHRUBS, AND LANDSCAPING ALL TREES, SHRUBS, AND LANDSCAPING WITHIN THE CONSTRUCTION AREA WHICH ARE NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED TREES, SHRUBS, AND LANDSCAPING SHALL BE REPLACED AT THE CONTRACTOR’S EXPENSE. S EXPENSE. CONSTRUCTION SIGNING AND BARRICADING THE CONTRACTOR SHALL PROTECT HAZARDOUS AREAS WITH BARRICADES. BARRICADES LEFT IN PLACE AFTER SUNSET SHALL BE LIGHTED. THE CONTRACTOR SHALL PROVIDE SUITABLE SANDBAGS OR OTHER SUITABLE MEASURES FOR ANCHORING OF TEMPORARY SIGNS AND BARRICADES, TO PREVENT THEIR TIPPING OR DISPLACEMENT BY WIND OR AIR FLOW FROM VEHICLES. THE CONTRACTOR SHALL PROVIDE SIGNING, BARRICADES, TRAFFIC REGULATORS, CONES, AND OTHER TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE REQUIREMENTS OF THE AGENCY HAVING JURISDICTION OVER STREETS OR ROADS IN THE PROJECT AREA, THE CURRENT MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AND THE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL COVER OR REMOVE TEMPORARY SIGNS DURING PERIODS WHEN THEY ARE NOT APPROPRIATE. TURF ESTABLISHMENT ALL DISTURBED AREAS WHICH ARE NOT TO BE SURFACED WITH PAVEMENT, AGGREGATE OR OTHER APPROVED SURFACES SHALL BE ESTABLISHED WITH TURF. TURF AREAS SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE. DISTURBED AREAS SHALL BE SURFACED WITH THREE INCHES OF SCREENED TOPSOIL. THE CONTRACTOR IS RESPONSIBLE TO ESTABLISH TURF WHICH IS SUBSTANTIALLY FREE OF BARE SPOTS AND FREE OF WEEDS. THE GROUND SURFACE IN TURF AREAS SHALL BE SMOOTH AND PROVIDE A NATURAL TRANSITION TO ADJACENT, UNDISTURBED AREAS. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE WATERING, WEEDING, RESEEDING, AND REWORKING AS NECESSARY TO ESTABLISH TURF AREAS TO THE REQUIRED STANDARD. ADA COMPLIANCE ALL PROPOSED CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS OF THE AMERICANS WITH DISABILITIES ACT (ADA), AND APPLICABLE GUIDELINES OR STANDARDS. WHERE EXISTING CONDITIONS AND/OR THE REQUIREMENTS OF THE PLANS WILL RESULT IN FINISHED CONDITIONS THAT DO NOT MEET THE ADA REQUIREMENTS, GUIDELINES, OR STANDARDS; THE CONTRACTOR SHALL NOTIFY THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO REMOVE AND REPLACE WORK DETERMINED TO BE NOT IN ACCORDANCE WITH APPLICABLE REQUIREMENTS, GUIDELINES, OR STANDARDS.

AutoCAD SHX Text EARTHWORK EARTHWORK QUANTITIES, IF PROVIDED, ARE PROVIDED FOR THE CONTRACTOR’S INFORMATION. THE S INFORMATION. THE QUANTITIES WERE DEVELOPED USING THE AVERAGE END AREA METHOD. ASSUMPTIONS REGARDING TOPSOIL AND SHRINKAGE ARE STATED WITH THE ESTIMATES OF EXCAVATION AND FILL. THE CONTRACTOR SHALL MAKE THEIR OWN DETERMINATION OF THE EARTHWORK QUANTITIES, AND BASE THEIR BID ON THEIR DETERMINATION OF THE QUANTITIES OF WORK REQUIRED. IF ADDITIONAL FILL MATERIAL MUST BE PROVIDED TO ATTAIN THE FINISH GRADES SHOWN ON THE PLANS, THE CONTRACTOR SHALL PROVIDE THE REQUIRED FILL MATERIAL, UNLESS A SPECIFIC BORROW AREA IS IDENTIFIED ON THE PLANS. EXCESS SOILS RESULTING FROM EXCAVATION AND EARTHWORK SHALL BECOME THE CONTRACTOR’S S PROPERTY AND DISPOSED OF PROPERLY, UNLESS AN AREA(S) HAS BEEN DESIGNATED FOR STOCKPILING OR BLENDING IN” THE EXCESS MATERIAL WITHIN THE PROJECT LIMITS. THE EXCESS MATERIAL WITHIN THE PROJECT LIMITS.

AutoCAD SHX Text WORK HOURS UNLESS PROVIDED OTHERWISE IN THE CONTRACT DOCUMENTS OR LIMITED BY LOCAL ORDINANCE, THE CONTRACTOR SHALL WORK WITHIN OF THE FOLLOWING TIMES, UNLESS OTHERWISE APPROVED BY THE OWNER: MONDAY THROUGH FRIDAY 7 A.M. TO 8 P.M. 7 A.M. TO 8 P.M. SATURDAY 8 A.M. TO 6 P.M. 8 A.M. TO 6 P.M. THE CONTRACTOR SHALL NOT WORK ON SUNDAYS OR HOLIDAYS, UNLESS OTHERWISE APPROVED BY THE OWNER.

AutoCAD SHX Text ADJUSTING STRUCTURES WHERE CASTINGS FOR MANHOLES, CATCH BASINS, INLETS, VALVE BOXES, AND MONUMENT BOXES ARE TO BE ADJUSTED TO MEET A NEW PAVEMENT SURFACE ELEVATION, THE FINAL ADJUSTMENT SHALL NOT BE COMPLETED UNTIL ALL PAVEMENT COURSES HAVE BEEN PLACED EXCEPT THE FINAL COURSE. THE FINAL ADJUSTMENT SHALL BE COMPLETED JUST PRIOR TO PLACEMENT OF THE FINAL COURSE OF PAVEMENT. THE MATERIALS AND PROCEDURES FOR ADJUSTING STRUCTURES SHALL MEET THE REQUIREMENTS OF THE AGENCIES HAVING JURISDICTION OVER THE ROAD AND UTILITIES. SUBGRADE PREPARATION TOPSOIL, PEAT, AND ORGANIC MATERIAL SHALL BE EXCAVATED AND REMOVED. SOFT AND YIELDING SOILS SHALL BE REMOVED OR DRIED IF THE RESULT OF EXCESSIVE MOISTURE CONTENT. PRIOR TO CONSTRUCTING FILLS, SUBBASE, OR PAVEMENT ON A SUBGRADE; THE SUBGRADE SHALL BE PROOF-ROLLED TO DETERMINE THE SUITABILITY OF THE SUBGRADE. THE CONTRACTOR SHALL DRIVE A HEAVY PIECE OF WHEELED CONSTRUCTION EQUIPMENT OVER THE SUBGRADE WHILE THE ENGINEER IS OBSERVING. THE CONSTRUCTION OF FILLS, SUBBASE, OR PAVEMENTS SHALL NOT PROCEED UNTIL THE SUBGRADE HAS BEEN DEMONSTRATED TO BE FREE OF SOFT AREAS. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE MOISTURE CONTENT OF SUBGRADE SOILS WITHIN A SUITABLE RANGE TO ALLOW FOR COMPACTION TO THE REQUIRED DENSITY. WHEN THE SOIL IS TOO DRY, THE CONTRACTOR SHALL ADD WATER. WHEN THE SOIL IS TOO WET, THE CONTRACTOR SHALL PROVIDE DRAINAGE OR AERATE THE SOIL. THE SURFACE OF THE SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF ITS MAXIMUM UNIT WEIGHT, PRIOR TO CONSTRUCTING FILLS, SUBBASE, OR PAVEMENTS. CURB AND GUTTERS THE CONTRACTOR SHALL DETERMINE THE LOCATION AND DIMENSIONS OF CURB OPENINGS FOR DRIVEWAYS, RAMPS, AND DRAINAGE STRUCTURES. HOT MIX ASPHALT (HMA) PAVING PAVEMENTS WHICH ARE TO BE OVERLAID WITH A NEW PAVEMENT COURSE SHALL BE SWEPT TO REMOVE ALL DIRT AND DEBRIS. A BITUMINOUS BOND COAT SHALL BE APPLIED TO PAVEMENTS WHICH ARE TO BE OVERLAID WITH A NEW PAVEMENT COURSE AND ALLOWED TO CURE PRIOR TO CONSTRUCTING THE NEW PAVEMENT COURSE. HMA PAVEMENT SHALL NOT BE PLACED WHEN THE SURFACE BEING OVERLAID IS WET, OR WHEN RAIN IS FORECAST OR THREATENING.

AutoCAD SHX Text THE CONTRACTOR SHALL MAINTAIN DRAINAGE OF THE PROJECT AREA AND ADJACENT AREAS. WHERE EXISTING DRAINAGE FACILITIES ARE DISTURBED OR BLOCKED BY CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY PROVISIONS FOR DRAINAGE. WHERE CONSTRUCTION HAS DISTURBED EXISTING DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES; THE CONTRACTOR SHALL RESTORE THEM TO THEIR GRADES AND DIMENSIONS WHICH EXISTED PRIOR TO THE BEGINNING OF CONSTRUCTION, UNLESS DIRECTED OTHERWISE. DRAINAGE SHALL NOT BE REROUTED ONTO ADJACENT PROPERTIES NOR ALLOWED TO DRAIN ONTO ADJACENT PROPERTIES AT AN INCREASED RATE, AS A RESULT OF THE CONTRACTOR’S WORK.S WORK.

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DRAINAGE

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ROAD PROJECTS

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SIDEWALK CONSTRUCTION

AutoCAD SHX Text SIDEWALKS SHALL BE CONSTRUCTED TO PROVIDE POSITIVE DRAINAGE OF THE SIDEWALK AND ADJACENT SURFACES. EXCEPT WHERE NECESSARY TO PROVIDE POSITIVE DRAINAGE OR MEET EXISTING SURFACES, SIDEWALK SHALL BE CONSTRUCTED WITH A CROSS SLOPE SLOPED TOWARD THE STREET. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2%. IN TURF AREAS, THE SURFACE OF THE SIDEWALK SHALL BE ABOUT 1/4 INCH HIGHER THAN THE ADJACENT GROUND SURFACES, EXCEPT WHERE NECESSARY TO PROVIDE POSITIVE DRAINAGE OR MEET EXISTING SIDEWALKS, CURBS, OR PAVEMENTS. SIDEWALK SHALL BE CONSTRUCTED ON A SAND BASE, COMPACTED TO AT LEAST 95% OF ITS MAXIMUM UNIT WEIGHT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SIDEWALK FORMS HAVE BEEN SET AND THE SAND BASE PREPARED. CONCRETE SHALL NOT BE PLACED UNTIL THE ENGINEER HAS OBSERVED THE FORMS. CONCRETE DELIVERY SHALL BE SCHEDULED TO ALLOW SUFFICIENT TIME FOR ADJUSTMENT OF THE FORMS, IN THE EVENT THAT ADJUSTMENT IS NECESSARY. THE CONTRACTOR SHALL PROTECT FRESH CONCRETE FROM DAMAGE BY THE WEATHER, TRAFFIC, OR VANDALISM. DAMAGED CONCRETE SHALL BE REPLACED BY THE CONTRACTOR’S EXPENSE.S EXPENSE.

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SANITARY SEWER CONSTRUCTION NOTES

AutoCAD SHX Text THE NEW SANITARY SEWER SHALL NOT BE CONNECTED TO THE EXISTING SEWER UNTIL APPROVED BY THE ENGINEER. AT LEAST TEN FEET OF HORIZONTAL AND EIGHTEEN INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE SEWER AND EXISTING WATER MAINS. MANHOLES SHALL BE LOCATED NEAR PROPERTY LINES, WHEN POSSIBLE. MANHOLES SHALL BE CONSTRUCTED FROM PRECAST CONCRETE MANHOLE SECTIONS, MEETING ASTM C443. MANHOLE JOINTS SHALL BE MADE WITH RUBBER O-RING GASKETS. THE SECTION BETWEEN THE TOP OF THE PRECAST CONE AND THE BOTTOM OF THE CASTING SHALL BE CONSTRUCTED OF PRECAST GRADE RINGS, OF TOTAL THICKNESS SO THAT THE MANHOLE CASTING IS PLACED AT THE PROPER FINAL ELEVATION, EXCEPT THAT THE TOTAL THICKNESS SHALL NOT EXCEED TEN INCHES. MANHOLE STEPS SHALL BE EQUALLY SPACED AT 15 INCHES. THE DISTANCE FROM THE TOP STEP TO THE TOP OF THE MANHOLE CASTING SHALL NOT EXCEED 16 INCHES. THE CONTRACTOR SHALL CONDUCT A LOW PRESSURE AIR TEST ON ALL SANITARY SEWERS LESS THAN 24 INCHES IN DIAMETER. THE AIR TEST SHALL MEET THE REQUIREMENTS OF ASTM C 924 FOR CONCRETE PIPE AND ASTM F1471 FOR PLASTIC PIPE. IN AREAS WHERE GROUNDWATER IS OVER THE PIPE, THE TEST PRESSURE SHALL BE INCREASED EQUAL TO THE HYDRAULIC PRESSURE EXERTED BY THE WATER OVER THE PIPE, AS DETERMINED BY THE ENGINEER.

AutoCAD SHX Text BACKFILL AND EMBANKMENT BACKFILL OF AN EXCAVATION UNDER OR WITHIN THE ONE ON ONE INFLUENCE OF AN EXISTING OR PROPOSED ROAD, SIDEWALK, DRIVEWAY, PAVEMENT, OR AGGREGATE SURFACE, SHALL BE SAND, MEETING THE REQUIREMENTS OF GRANULAR MATERIAL CLASS III AS DESCRIBED IN THE CURRENT MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION. THE SAND BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF ITS MAXIMUM UNIT WEIGHT. BACKFILL OF AN EXCAVATION WHICH IS NOT UNDER OR WITHIN THE ONE ON ONE INFLUENCE OF AN EXISTING OR PROPOSED ROAD, SIDEWALK, DRIVEWAY, PAVEMENT, OR AGGREGATE SURFACE MAY BE SUITABLE EXCAVATED MATERIAL OR OTHER SOIL, WHICH IS FREE OF ORGANIC MATTER, STONES AND ROCKS, ROOTS, BROKEN CONCRETE, FROZEN MATERIAL, OR DEBRIS. THE BACKFILL SHALL BE COMPACTED TO AT LEAST 90% OF ITS MAXIMUM UNIT WEIGHT. THE CONTRACTOR SHALL INDICATE THE SOURCE OF SAND USED FOR BACKFILL TO THE ENGINEER, AND PROVIDE THE ENGINEER WITH THE RESULTS OF A GRADATION TEST PERFORMED ON A SAMPLE OF THE SAND. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN ADVANCE OF USING SAND FROM OTHER SOURCES. EMBANKMENT USED TO BUILD THE SUBGRADE TO REQUIRED ELEVATION SHALL BE SUITABLE SOIL EXCAVATED FROM THE PROJECT SITE, OR FURNISHED BY THE CONTRACTOR FROM OTHER SOURCES. SUITABLE SOIL IS FREE FROM ORGANIC MATTER, ROCKS AND STONES, FROZEN MATERIAL, BROKEN CONCRETE, AND DEBRIS. EMBANKMENT CONSTRUCTED OF GRANULAR SOILS SHALL BE COMPACTED IN LIFTS NOT EXCEEDING 10 INCHES TO AT LEAST 95% OF ITS MAXIMUM UNIT WEIGHT. EMBANKMENT CONSTRUCTED OF COHESIVE SOILS SHALL BE COMPACTED IN LIFTS NOT EXCEEDING 10 INCHES TO AT LEAST 95% OF ITS MAXIMUM UNIT WEIGHT. DENSITY TESTING THE MAXIMUM UNIT WEIGHT OF SAND AND OTHER GRANULAR SOILS WILL BE DETERMINED BY THE ONE POINT CONE TEST, AS DESCRIBED IN THE MICHIGAN DEPARTMENT OF TRANSPORTATION’S DENSITY TESTING AND S DENSITY TESTING AND INSPECTION MANUAL, EXCEPT WHEN ANOTHER TEST METHOD IS SPECIFIED. THE MAXIMUM UNIT WEIGHT OF COHESIVE SOILS WILL BE DETERMINED BY THE ONE POINT PROCTOR TEST, AS DESCRIBED IN THE MICHIGAN DEPARTMENT OF TRANSPORTATION’S DENSITY TESTING AND INSPECTION S DENSITY TESTING AND INSPECTION MANUAL, EXCEPT WHEN ANOTHER TEST METHOD IS SPECIFIED.

AutoCAD SHX Text DRIVEWAY SLOPES SHALL NOT EXCEED 10%, EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE ON THE PLANS OR DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE PROPERTY OWNERS WITH SUITABLE NOTICE BEFORE REMOVING AND REPLACING AN EXISTING DRIVEWAY.

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DRIVEWAY CONSTRUCTION

AutoCAD SHX Text DRAINAGE STRUCTURES SHALL BE CONSTRUCTED FROM PRECAST CONCRETE MANHOLE SECTIONS, MEETING ASTM C478. SUMPS IN DRAINAGE STRUCTURES AND PIPELINES SHALL BE FREE OF SEDIMENT AND DEBRIS AT THE TIME OF ACCEPTANCE BY THE OWNER.

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STORM SEWER CONSTRUCTION NOTES

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%%UCONCRETE SIDEWALK CROSS SECTION

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NOT TO SCALE

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5" THICK CONCRETE PAVEMENT, MDOT P1/S2 CONCRETE (3500 PSI)

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MIN 6" CLASS II SAND MATERIAL COMPACTED TO 95% MAX DENSITY

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4" MIN.

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12" MIN.

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SLOPE SHALL BE PER OSHA-MIOSHA REQUIREMENTS

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BACKFILL TRENCH WITH EXCAVATED MATERIAL COMPACTED TO SPECIFICATIONS

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MDOT CLASS II SAND BEDDING AND BACK-FILL

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MAXIMUM 30" TRENCH WIDTH

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MDOT CLASS II SAND BACKFILL COMPACTED TO 95% OF THE MATERIALS MAXIMUM DENSITY

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STORM SEWER AS CALLED FOR ON THE PLANS

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OUTSIDE 1:1 INFLUENCE OF EXISTING OR PROPOSED PAVEMENT.

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4" MIN. TOPSOIL

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WITHIN 1:1 INFLUENCE LINE OF PROPOSED OR EXISTING PAVEMENT.

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GRAVITY PIPE BEDDING DETAIL

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NOT TO SCALE

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NOT TO SCALE

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SEE ARCHITECTURAL DRAWINGS FOR BENCH DETAIL

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6" CLASS II SAND BASE C.I.P.

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%%UTHICKENED EDGE SIDEWALK DETAIL

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MDOT P1/S2 CONCRETE (3500 PSI)

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EDGE OF BUILDING

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CONSTRUCTION DETAILS

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4" STM.

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GRATE

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AutoCAD SHX Text STM. MH 102 MH 102 RIM 600.35 INV. 18" E. 591.65 18" E. 591.65 INV. 18" W. 591.75 18" W. 591.75 INV. 6" N. 595.856" N. 595.85

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AutoCAD SHX Text STM. MH 103 MH 103 RIM 600.34 INV. 18" E. 591.94 18" E. 591.94 INV. 18" NW. 592.24 18" NW. 592.24 INV. 4" N. 595.344" N. 595.34

AutoCAD SHX Text SAN. MH 203 MH 203 RIM 600.76 INV. 12" E. 582.16 12" E. 582.16 INV. 12" NW. 582.26 12" NW. 582.26 INV. 4" N.&S. 583.26 (DROPS)4" N.&S. 583.26 (DROPS)

AutoCAD SHX Text SAN. MH 202 MH 202 RIM 600.69 INV. 12" E. 581.59 12" E. 581.59 INV. 12" W. 581.69 12" W. 581.69 (INV. 4" N. 595.82) 4" N. 595.82) INV. 4" N. 582.49 (DROP)4" N. 582.49 (DROP)

AutoCAD SHX Text SAN MH 201 RIM 600.53 INV. 12" W. 580.83 12" W. 580.83 INV. 21" N. 579.63 INV. 21" S. 579.83 21" S. 579.83 INV. 21" E. 579.3321" E. 579.33

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30" ST 10 LF @ 0.21% STUB FOR FUTURE CONNECTION

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LP EW-15

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8/5/2022 7:37 AM

AutoCAD SHX Text R:\Projects\22M0029\Dwg\Construction Drawings\22M0029-REM.dwg

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PLOTTED:

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REV:

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REVIEWER:

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PROJECT MGR:

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PLAN DATE:

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PREPARED FOR

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SHT#

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AUGUST 2022

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RDB

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DELTA COLLEGE

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K-WING BUILDING ADDITIONS

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AutoCAD SHX Text Know what's below. below. below. Call before you dig.Call before you dig. before you dig.before you dig.

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PLAN SUBMITTALS AND CHANGES

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DATE

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DESCRIPTION

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PRELIMINARY PLANS - **NOT FOR CONSTRUCTION**

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PRELIMINARY PLANS

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AutoCAD SHX Text PROPOSED CONSTRUCTION SIDEWALK, REM - 231 Syd

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LEED BOUNDARY

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REMOVE AND RELOCATE LIGHT POLE AND ELECTRICAL

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REMOVE CONCRETE SIDEWALK

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REMOVE CONCRETE CURB AND GUTTER

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RELOCATE BY OTHERS

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REMOVE

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REL-B/O

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SALV

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SALVAGE

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TRAVERSE POINT

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MANHOLE (AS NOTED)

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ROUND CATCHBASIN

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SQUARE CATCHBASIN

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CURB INLET

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HYDRANT

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GATE VALVE

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WATER STOP BOX

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UTILITY POLE

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METAL LIGHT POLE

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LIGHT/UTILITY POLE

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GUY ANCHOR

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TELEPHONE RISER

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ELECTRIC TRANSFORMER

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GAS TEST STATION

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STREET SIGN

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INFORMATIONAL SIGN

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GAS VALVE

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METAL/WOOD POST

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PICNIC TABLE

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TRASH CAN

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DUMPSTER

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ROCK

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FLAG POLE

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DECIDUOUS TREE

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CONIFEROUS TREE

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CONIFEROUS SHRUB

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LEGEND

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UTILITY HANDHOLE

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CATV RISER

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ELECTRIC PANEL

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PARKING BUMPER

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LIGHT POLE (OTHER)

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O.H. UTILITY LINE

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U.G. ELECTRIC

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U.G. TELEPHONE

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U.G. SANITARY SEWER

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U.G. WATER MAIN

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U.G. GAS LINE

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U.G. STORM SEWER

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FENCE

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BUILDING

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UTILITY METER

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TREE STUMP

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REMOVAL NOTES

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1. UTILITIES ARE SHOWN BASED ON AVAILABLE RECORDS. THEY HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES. UTILITIES ARE SHOWN BASED ON AVAILABLE RECORDS. THEY HAVE NOT BEEN FIELD VERIFIED. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING IF UTILITIES ENCOUNTERED ONSITE ARE ACTIVE. IF A UTILITY IS DETERMINED TO BE ACTIVE, THE CONTRACTOR SHALL BE THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING IF UTILITIES ENCOUNTERED ONSITE ARE ACTIVE. IF A UTILITY IS DETERMINED TO BE ACTIVE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY OWNER TO HAVE THE UTILITY DE-ACTIVATED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING UTILITIES SCHEDULED TO REMAIN. THESE UTILITIES INCLUDE STORM SEWER, SANITARY SEWER, WATER MAIN, GAS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING UTILITIES SCHEDULED TO REMAIN. THESE UTILITIES INCLUDE STORM SEWER, SANITARY SEWER, WATER MAIN, GAS, FIBER, AND ELECTRIC AT A MINIMUM. CONTRACTOR SHALL VERIFY EXISTING CONNECTIONS, FLOW PATHS, AND POINTS OF DISCHARGE PRIOR TO REMOVING OR ABANDONING UTILITY. 4. DEMOLITION CONTRACTOR TO REVIEW PROPOSED FINISH PLANS AND REMOVE ALL PHYSICAL ELEMENTS WHICH INTERFERE WITH PROPOSED NEW CONSTRUCTION. DEMOLITION CONTRACTOR TO REVIEW PROPOSED FINISH PLANS AND REMOVE ALL PHYSICAL ELEMENTS WHICH INTERFERE WITH PROPOSED NEW CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL UTILITIES, STRUCTURES, TREES, ETC. THAT WILL INTERFERE WITH THE PROPOSED CONSTRUCTION. THE CONTRACTOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL UTILITIES, STRUCTURES, TREES, ETC. THAT WILL INTERFERE WITH THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR REVIEWING THE SITE AND IDENTIFYING THE LIMITS OF REMOVAL. NO ADDITIONAL COMPENSATION WILL BE CONSIDERED FOR REMOVING VISIBLE ITEMS. 6. ALL REMOVALS SHALL BE SAWCUT TO A CLEAN EDGE. ALL REMOVALS SHALL BE SAWCUT TO A CLEAN EDGE. 7. THE CONTRACTOR SHALL COORDINATE ALL REMOVALS COMPLETED BY OTHERS. THE CONTRACTOR SHALL COORDINATE ALL REMOVALS COMPLETED BY OTHERS. 8. THE CONTRACTOR SHALL COORDINATE STORAGE OF SALVAGED EQUIPMENT WITH DELTA COLLEGE. EQUIPMENT TO BE SALVAGED SHALL BE PROTECTED FROM DAMAGE DURING REMOVAL THE CONTRACTOR SHALL COORDINATE STORAGE OF SALVAGED EQUIPMENT WITH DELTA COLLEGE. EQUIPMENT TO BE SALVAGED SHALL BE PROTECTED FROM DAMAGE DURING REMOVAL AND TRANSPORT.

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SURVEY NOTES

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1. SURVEY INFORMATION PROVIDED BY OTHERS.SURVEY INFORMATION PROVIDED BY OTHERS.

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PROPOSED UNDERGROUND ELECTRIC REMOVAL TO BE COMPLETED BY OTHERS.

AutoCAD SHX Text PROPOSED CONSTRUCTION Sewer, Rem, Less than 24 inch - 52 Ft

PROPOSED UNDERGROUND ELECTRIC REMOVAL TO BE COMPLETED BY OTHERS.

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PLAS.

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CONCRETE WALK

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CONCRETE WALK

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PIPE

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PLAS.

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PLAS.

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.95' CONC.

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GRATE

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GRATE

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.55' CONC.

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CONCRETE WALK

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CONCRETE WALK

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"K" WING

AutoCAD SHX Text 600.06

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DRAIN RIM 593.29

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DRAIN RIM 585.30

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SAN

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SAN

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SAN

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SAN

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RIM = 600.38

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AutoCAD SHX Text STM. MH 102 MH 102 RIM 600.35 INV. 18" E. 591.65 18" E. 591.65 INV. 18" W. 591.75 18" W. 591.75 INV. 6" N. 595.856" N. 595.85

AutoCAD SHX Text STM. MH 101 MH 101 RIM 600.17 INV. 18" W. 591.57 18" W. 591.57 INV. 30" N. 591.27 30" N. 591.27 INV. 30" S. 591.27 30" S. 591.27 INV. 30" E. 591.1730" E. 591.17

AutoCAD SHX Text STM. MH 103 MH 103 RIM 600.34 INV. 18" E. 591.94 18" E. 591.94 INV. 18" NW. 592.24 18" NW. 592.24 INV. 4" N. 595.344" N. 595.34

AutoCAD SHX Text SAN. MH 203 MH 203 RIM 600.76 INV. 12" E. 582.16 12" E. 582.16 INV. 12" NW. 582.26 12" NW. 582.26 INV. 4" N.&S. 583.26 (DROPS)4" N.&S. 583.26 (DROPS)

AutoCAD SHX Text SAN. MH 202 MH 202 RIM 600.69 INV. 12" E. 581.59 12" E. 581.59 INV. 12" W. 581.69 12" W. 581.69 (INV. 4" N. 595.82) 4" N. 595.82) INV. 4" N. 582.49 (DROP)4" N. 582.49 (DROP)

AutoCAD SHX Text SAN MH 201 RIM 600.53 INV. 12" W. 580.83 12" W. 580.83 INV. 21" N. 579.63 INV. 21" S. 579.83 21" S. 579.83 INV. 21" E. 579.3321" E. 579.33

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30" ST 10 LF @ 0.21% STUB FOR FUTURE CONNECTION

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LP EW-15

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LP EW-14

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LP EW-22

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LP EW-4

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LP EW-5

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LP EW-6

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8/5/2022 7:42 AM

AutoCAD SHX Text R:\Projects\22M0029\Dwg\Construction Drawings\22M0029-PLAN.dwg

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PLOTTED:

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REV:

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SCALE:

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REVIEWER:

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PROJECT MGR:

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PLAN DATE:

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PREPARED FOR

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SHT#

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AUGUST 2022

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RDB

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DER

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DELTA COLLEGE

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K-WING BUILDING ADDITIONS

AutoCAD SHX Text 22M0029

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AutoCAD SHX Text Know what's below. below. below. Call before you dig.Call before you dig. before you dig.before you dig.

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PLAN SUBMITTALS AND CHANGES

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DATE

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DESCRIPTION

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PRELIMINARY PLANS - **NOT FOR CONSTRUCTION**

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AUGUST

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PRELIMINARY PLANS

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AutoCAD SHX Text PROPOSED CONSTRUCTION Sidewalk, Conc, 4 inch - 1,721 Sft

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LEED BOUNDARY

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PROPOSED K-WING ADDITION: 4,673 SFT

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CONSTRUCTION NOTES

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1. CONTRACTOR SHALL PROVIDE A SAWCUTTING PLAN FOR ALL CONCRETE FLATWORK TO THE ENGINEER/OWNER FOR APPROVAL PRIOR TO POURING. CONTRACTOR SHALL PROVIDE A SAWCUTTING PLAN FOR ALL CONCRETE FLATWORK TO THE ENGINEER/OWNER FOR APPROVAL PRIOR TO POURING. 2. CONTRACTOR SHALL ADJUST ALL EXISTING STRUCTURES AND VALVE BOXES TO BE FLUSH WITH PROPOSED SURFACE. CONTRACTOR SHALL ADJUST ALL EXISTING STRUCTURES AND VALVE BOXES TO BE FLUSH WITH PROPOSED SURFACE. 3. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING, CONNECTION, RAILING, AND RETAINING WALL DETAILS. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING, CONNECTION, RAILING, AND RETAINING WALL DETAILS. 4. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING CONDUIT, FOUNDATION LOCATIONS, UNDERGROUND ELECTRICAL DUCT, COMMUNICATION CONDUIT, AND CONNECTIONS.REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING CONDUIT, FOUNDATION LOCATIONS, UNDERGROUND ELECTRICAL DUCT, COMMUNICATION CONDUIT, AND CONNECTIONS.

PROPOSED CONSTRUCTION Brick Bench - 178 Sft w r o w e p s c c o m

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4" STM.

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"K" WING

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DRAIN RIM 593.29

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RIM = 600.38

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RIM = 600.38

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8/5/2022 7:46 AM

AutoCAD SHX Text R:\Projects\22M0029\Dwg\Construction Drawings\22M0029-LEED.dwg

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PLOTTED:

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REV:

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SCALE:

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REVIEWER:

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PROJECT MGR:

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PLAN DATE:

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PREPARED FOR

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SHT#

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AUGUST 2022

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RDB

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DER

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DELTA COLLEGE

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K-WING BUILDING ADDITIONS

AutoCAD SHX Text 22M0029

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AutoCAD SHX Text Know what's below. below. below. Call before you dig.Call before you dig. before you dig.before you dig.

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DATE

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DESCRIPTION

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PRELIMINARY PLANS - **NOT FOR CONSTRUCTION**

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SITE DATA

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TOTAL AREA OF SITE

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TOTAL AREA OF DISTURBANCE

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LAND COVERED BY BUILDINGS:

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- EXISTING

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- PROPOSED

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NON-BUILDING IMPERVIOUS SURFACE:

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- EXISTING

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- PROPOSED

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PERVIOUS SURFACE:

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- EXISTING

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- PROPOSED

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1.36 ACRES

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0.22 ACRES

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0.28 ACRES (20%)

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0.41 ACRES (30%)

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0.13 ACRES (6%)

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0.09 ACRES (7%)

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0.95 ACRES (70%)

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0.86 ACRES (63%)

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LEED BOUNDARY

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LEED BOUNDARY

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EXISTING LEED CONDITIONS

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PROPOSED LEED CONDITIONS

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EXISTING CONCRETE WALK

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LEED BOUNDARY

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PROPOSED CONCRETE WALK

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PROPOSED BUILDING

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PROPOSED PERVIOUS AREA

LEED LEGEND

EXIT 01

EXIT 02EXIT 02

STORAGE

K106A

WOMENS TOILET

K102

MECHANICAL

K106

TOILET

K104

SMART CLASSROOM

K108

CST STANDARD LAB

K110

STORAGE

K110A

OAT STANDARD LAB

K112

STORAGE

K114

CST IT SUPPORT LAB

K111

LOUNGE / WAITING

K195B

CST CYBERSECURITY /

NETWORKING LAB

K107

CST SHARED LAB

K105

MENS TOILET

K101

JAN. CL.

K103

IDF RM

K103A

STORAGE

K105A

CORRIDOR

K195A

VEST.

STORAGE

K107A

STORAGE

K111A

OAT SIMULATION LAB

K116

EAST LOUNGE

K195C

CST FLEX LAB

K113 CST FLEX LAB

K115

WORK RM.

K112A

FECFEC

CODE LEGEND

3 HOUR FIRE WALL

2 HOUR FIRE WALL

1 HOUR FIRE BARRIER

1 HOUR SMOKE BARRIER

0 HOUR RATED SMOKE

PARTITION

TRAVEL DISTANCE

EXIT CAPACITY

OCCUPANT LOAD

SUITE

PROJECT AREA IS 100%

SPRINKLED

FIRE EXTINGUISHER CABINET

(RECESSED)

FIRE EXTINGUISHER CABINET

(SEMI-RECESSED)

FIRE EXTINGISHER CABINET

(SURFACE MOUNTED)

XXX

EXIT ##

FEC

LIFE SAFETY GENERAL NOTES:

1. LIFE SAFETY GENERAL NOTES . . .

PROJECT TITLE

WTAARCH.COM

A Saginaw, Michigan 48607 100 S Jefferson Ave, Suite 601

RCHITECTS

SHEET TITLE

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

:2 9:

M C

:\U se rs \s re ay

\D oc um en ts \c en tra l-2

-c d-v2 3_ sr ea y4

5N .rv t

2022004

Checker

DELTA COLLEGE K WING

LS-1

LIFE SAFETY PLAN &

CODE INFORMATION

Au th or

UNIVERSITY CENTER, MICHIGAN

NEW ADDITION AND

RENOVATIONS TO

NORTH SCALE: 3/32" = 1'-0"

LIFE SAFETY PLAN

NO. REVISION DATE

CODE PLAN EGRESS PATH LENGTH

PATH ID LENGTH

EXIT 02 172'

EXIT 01 142'

10 10

11 11

11A 11A

12 12

12A 12A

Z Y

13B

9 9

11AA 11AA

12B 12B

7 7 7

14 14

2 2

1 1 1 1

8 8 8 8

17' - 8" 8' - 8" 20' - 10" 9' - 11 7/8" 18' - 4 1/8" 21' - 10 1/2" 5' - 2 1/4"

11' - 5 1/2"3' - 8 5/8" 19' - 3 3/4"

24' - 7"9' - 9 3/8"

14' - 10 3/8"

GENERAL DEMOLITION NOTES:

SEE ALL ARCHITECTURAL DRAWINGS FOR ANY

ADDITIONAL DEMOLITION WORK.

SEE ALL STRUCTURAL, MECHANICAL, AND

ELECTRICAL DEMOLTION ARE NOT INDICATED

ON THESE PLANS.

THE CONTRACTOR SHALL PROVIDE ALL

SHORING, TEMPORARY SUPPORTS, AND

BRACING REQUIRED FOR THE SAFE

DEMOLITION AND ERECTION OF NEW

STRUCTURAL COMPONENTS.

THE OWNER HAS FIRST SALVAGEABLE RIGHTS

TO ALL ARCHITECTURAL, MECHANICAL, AND

ELECTRICAL ITEMS AND EQUIPMENT THAT ARE

BEING DEMOLISHED. CONTRACTOR SHALL

VERIFY WITH THE OWNER WHICH ITEMS THEY

WISH TO KEEP PRIOR TO THE COMMENCEMENT

OF ANY DEMOLITION WORK. THESE SALVAGED

ITEMS ARE TO BE REMOVED IN GOOD

CONDITION AND TURNED OVER TO THE

OWNER. ALL DEMOLISHED MATERIALS NOT

SLATED FOR REINSTALLATION OR SALVAGED

BY THE OWNER ARE TO BE…

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File details come from the government source that posted it. Updated Jul 9, 2025.