36C25018B0109-003.pdf

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Install ADA Compliant Access 515-14-104 Federal contract opportunity
Solicitation number
36C25018B0109
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Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

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Drawing Title

Approved: Division Chief

Project Title

Building Number

Location

Checked

Project Number

Date

Drawing NumberDrawn

Revisions: Date

Office of Facilities

Management

Approved: Service DirectorFile Location

File Name

Do not remove this notice Properly Destroy documents when no longer needed

Property of the United States Government

For Official Use OnlyDepartment of Veterans Affairs Battle Creek VA Medical Center 5500 Armstrong Road Battle Creek, MI 49037 o n e e ig h th in c h o n e fo o t 1

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VA FORM 08-6231, OCT 1978

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5 Department of Veterans Affairs

DEPARTMENT OF VETERANS AFFAIRS

BATTLE CREEK, MICHIGAN

BATTLE CREEK VA MEDICAL CENTER

GENERAL DESIGN NOTES

PRODUCTS LISTED ARE FOR BASIS OF DESIGN

ONLY. SUBJECT TO COMPLIANCE WITH

REQUIREMENTS IN SPECIFICATIONS. PROVIDE

PRODUCTS AS SCHEDULED OR COMPARABLE

PRODUCTS BY OTHER MANUFACTURERS.

PLAY GROUND

DETROIT 115 mi

PROJECT LOCATION

CHICAGO 160 mi KALAMAZOO 23 mi

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(M -9

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RAPIDS

GRAND

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LAKE

LAKE SUPERIOR

LOCATION MAP

NO SCALE

VICINITY MAP

NO SCALE

BUILDING 39

CALL COR 72 HOURS

BEFORE DIGGING

100057_Arch_Central.RVT .

CONSULTANTS:

211 E. Water Street, Suite 213L

Kalamazoo, MI 49007 -

269.216.0222

ARCHITECT/ENGINEERS:

ARCHITECT SEAL

CIVIL ENGINEER SEAL

Signature Date

Director

Associated Director

Chief of Staff

Associate Director for Patient Care Services

Chief, FMS

Chief, Engineering Section

Chief, Police Service

Chief, Fire Service

Union Safety Representative

Chief, Environmental Management Section

Infection Control Officer

Patient Safety Manager

GEMS Coordinator

Safety Specialist

Contracting Officer

COR

C:\Users\kelly.homic\Documents\150048_Central_kelly.homic.rvt

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ID

D O

C U

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N T

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INSTALL ADA COMPLIANT ACCESS

07/14/2017

VA PROJECT #515-14-104

100% BID DOCUMENTS

07/14/2017

VA PROJECT #515-14-104

Enter address here

COVER SHEET INSTALL ADA COMPLIANT

ACCESS

G-001

VA PROJECT #515-14-104

DRAWING INDEX

SHEET # SHEET NAME

000 General

G-001 COVER SHEET

001 CIVIL

C-001 GENERAL NOTES AND LEGENDS

1-CP-101 BUILDING 1 EX. CONDITIONS, REMOVAL PLAN AND DIMENSION, PAVING AND

GRADING PLAN

5-CP-103 BUILDING 5 EX. CONDITIONS AND REMOVAL PLAN

5-CP-104 BUILDING 5 NEW ACCESS

8-CP-105 BUILDING 8 EX. CONDITIONS, REMOVAL PLAN AND DIMENSION, PAVING AND

GRADING PLAN

9-CP-106 BUILDING 9 EX. CONDITIONS, REMOVAL PLAN AND DIMENSION, PAVING AND

GRADING PLAN

10-CP-107 BUILDING 10 EX. CONDITIONS, REMOVAL PLAN AND DIMENSION, PAVING AND

GRADING PLAN

11-CP-108 BUILDING 11 EX. CONDITIONS, REMOVAL PLAN AND DIMENSION, PAVING AND

GRADING PLAN

12-CP-109 BUILDING 12 EX. CONDITIONS, REMOVAL PLAN AND DIMENSION, PAVING AND

GRADING PLAN

C-501 DETAIL PLANS

C-502 DETAIL PLANS

C-503 DETAIL PLANS

002 STRUCTURAL

5-S001 STRUCTURAL GENERAL NOTES

5-S100 STRUCTURAL PLANS AND DETAILS

5-S500 STRUCTURAL SECTIONS & DETAILS

005 ARCHITECTURAL

1-A100 BUILDING 1 FIRST FLOOR PLAN

5-A100 BUILDING 5 FIRST FLOOR PLAN

5-A200 BUILDING 5 EXTERIOR ELEVATIONS

5-A300 BUILDING 5 BUILDING SECTIONS

5-A500 BUILDING 5 DETAILS

8-A100 BUILDING 8 FIRST FLOOR PLAN

9-A100 BUILDING 9 FIRST FLOOR PLAN

10-A100 BUILDING 10 FIRST FLOOR PLAN

11-A100 BUILDING 11 FIRST FLOOR PLAN

12-A100 BUILDING 12 FIRST FLOOR PLAN

82-A100 BUILDING 82 - LOWER LEVEL FLOOR PLAN

CW-A100 WALKWAY ARCH MODIFICATIONS

009 MECHANICAL

M000 MECHANICAL GENERAL INFORMATION

1-M101 BUILDING 1 - MECHANICAL PLAN

1-M401 BUILDING 1 - ENLARGED MECHANICAL PLAN

5-M101 BUILDING 5 - MECHANICAL PLAN

5-M401 ENLARGED MECHANICAL PLAN

8-M101 BUILDING 8 - MECHANICAL PLAN

9-M101 BUILDING 9 - MECHANICAL PLAN

10-M101 BUILDING 10 - MECHANICAL PLAN

11-M101 BUILDING 11 - MECHANICAL PLAN

12-M101 BUILDING 12 - MECHANICAL PLAN

M500 MECHANICAL DETAILS

M600 MECHANICAL SCHEDULES

M700 MECHANICAL DIAGRAMS

M800 TEMPERATURE CONTROLS

011 ELECTRCIAL

E000 ELECTRICAL GENERAL INFORMATION

1-E101 BUILDING 1 - ELECTRICAL PLAN

5-E101 BUILDING 5 - ELECTRICAL PLAN

8-E101 BUILDING 8 - ELECTRICAL PLAN

9-E101 BUILDING 9 - ELECTRICAL PLAN

10-E101 BUILDING 10 - ELECTRICAL PLAN

11-E101 BUILDING 11 - ELECTRICAL PLAN

12-E101 BUILDING 12 - ELECTRICAL PLAN

82-E101 BUILDING 82 - ELECTRICAL PLAN

CW-E101 WALKWAY ELECTRICAL PLAN

100% BID DOCUMENTS

Monumen t

E n g i ne e r i ng Gr oup As sociates,Inc.

ENGINEERS · SURVEYORS· CONSULTANTS

LANDSCAPE ARCHITECTS · LAND PLANNERS

638 SOUTH GRAND AVE.

FOWLERVILLE,

MICHIGAN 48836

(OFFICE) 517-223-3512

(FAX) 517-223-9987

DESIGN DEVELOPMENT 9/25/15

CONSTRUCTION DOCUMENTS-

-12-28-15

-BID DOCUMENTS 7-1-16-

SCHEMATIC DESIGN (35%)

5/22/15

ADA COMPLIANT ACCESS

BATTLE CREEK VA HEALTH CARE SYSTEM

5500 ARMSTRONG ROAD

BATTLE CREEK, MI 49037

w w w .c2ae.com elevating human achievement

211 E. Water Street, Suite 213L Kalamazoo, MI 49007 - 269.216.0222

C-001

EXISTING LEGENDABBREVIATIONS

BARRIER FREE DESIGN GUIDE GENERAL NOTES

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

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AutoCAD SHX Text three quarters inch = one foot

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AutoCAD SHX Text Building Number

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AutoCAD SHX Text Checked

AutoCAD SHX Text Project Number

AutoCAD SHX Text Date

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CONSULTANTS:

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AutoCAD SHX Text Facilities

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VA FORM 08-6231, OCT 1978

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AutoCAD SHX Text Do not remove this notice Properly Destroy documents when no longer needed

AutoCAD SHX Text Property of the United States Government For Official Use Only

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MEGA PROJECT NO.: 15-042

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AP

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MA/DC

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VA RPOJECT #515-14-104

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BATTLE CREEK, MICHIGAN

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AutoCAD SHX Text 07/01/2016

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Department of Veterans Affairs Battle Creek VA Medical Center 5500 Armstrong Road Battle Creek, MI 49037

AutoCAD SHX Text VA GUIDELINES ARE THE SAME AS ABAAS FOR MOST REQUIREMENTS. WHERE VA REQUIREMENTS DIFFER, SEE BELOW.

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REQUIREMENT

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VA

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ABAAS

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NOTES

AutoCAD SHX Text Minimum Requirements

AutoCAD SHX Text Sites - parking spaces accessible

AutoCAD SHX Text 3% of total spaces

AutoCAD SHX Text 2% of total spaces

AutoCAD SHX Text

1. The percent of disabled at VA The percent of disabled at VA hospitals is much higher than the percent of disabled in the general population. Two percent may be adequate for the general population. The percentage of disabled drivers/passengers is much higher in the veteran population.

AutoCAD SHX Text SCI/D facilities

AutoCAD SHX Text Dedicated lot 1.5 spaces per bed

AutoCAD SHX Text 20% of total spaces

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8. VHA study shows patient's vehicle VHA study shows patient's vehicle + visitor's vehicle + outpatient's vehicle equals nearly 2.0 cars per patient. Additionally, parking spaces are required for employees and visitors with no allowance for patients.

AutoCAD SHX Text Building-accessible seating, assembly areas

AutoCAD SHX Text 3% of total seating

AutoCAD SHX Text 2% of total seating

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2. A higher percentage of sick and A higher percentage of sick and disabled make up the VA population than make up the general population.

AutoCAD SHX Text Accessible Route

AutoCAD SHX Text Width, minimum

AutoCAD SHX Text 1500mm (5'-0")

AutoCAD SHX Text 900mm (3'-0")

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3. It takes a minimum of 1500mm It takes a minimum of 1500mm (5'-0") for two wheel chairs to pass.

AutoCAD SHX Text Slope, maximum (including parking spaces)

AutoCAD SHX Text 1:33 (3%)

AutoCAD SHX Text 1:20 (5%)

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4. The disabled population used by The disabled population used by ABAAS to determine an acceptable slope for using public accommodations is stronger and younger than are veterans at VA facilities.

AutoCAD SHX Text Minimum gradient of walk requiring rest areas every 60 000 mm (200')

AutoCAD SHX Text 1:50

AutoCAD SHX Text 1:33

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5. Previous studies used a younger, Previous studies used a younger, more fit population to determine the minimum slope and distance for a disabled person's travel capability.

AutoCAD SHX Text Minimum size of level platforms at doors

AutoCAD SHX Text 1800mm x1800mm (6'-0" x 6'-0")

AutoCAD SHX Text 1500mm x1500mm (5'-0" x 5'-0")

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6. Older, ill veterans need more Older, ill veterans need more room to maneuver and a larger safety envelope.

AutoCAD SHX Text Floor Surfaces

AutoCAD SHX Text Changes in level

AutoCAD SHX Text Not permitted on SCI floors

AutoCAD SHX Text No requirement

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7. Current standards are based on Current standards are based on an active, independent population.

AutoCAD SHX Text Carpet cushion or padding

AutoCAD SHX Text Not permitted

AutoCAD SHX Text Permitted

AutoCAD SHX Text Parking & Passenger Loading Zones

AutoCAD SHX Text Access aisle requirement for accessible parking spaces

AutoCAD SHX Text 1500mm (5'-0") each side

AutoCAD SHX Text 1525*mm (5'-0") 1 per 2 spaces.

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9. Disabled veterans come to VA Disabled veterans come to VA facilities either driving or riding. Both sides of the parking space must be available to allow disembarking from either side of the car.

AutoCAD SHX Text Passenger loading area "communication system" for assistance at SCI units

AutoCAD SHX Text Yes

AutoCAD SHX Text No requirements

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10. This feature, not mentioned in This feature, not mentioned in other standards, allow SCI veterans to contact Nursing Service, Pharmacy, or Security for their appropriate needs with out the extra burden of unloading their wheelchair and leaving their car.

AutoCAD SHX Text Curb Ramps

AutoCAD SHX Text Width, minimum

AutoCAD SHX Text 1200mm (4'-0")

AutoCAD SHX Text 900mm (3'-0")

AutoCAD SHX Text Ramps

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11. Sick veterans in wheelchairs are Sick veterans in wheelchairs are often weak, disorientated, and unskilled in wheelchair operation. Studies show the additional 300mm (1'-0") provides a much needed margin of safety.

AutoCAD SHX Text Maximum slope

AutoCAD SHX Text 1:20

AutoCAD SHX Text 1:12

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12. Test show only those with good Test show only those with good upper body strength can manage a ramp slope of 1:12. Slopes greater than 1:16 create safety hazards for any wheeled vehicle.

AutoCAD SHX Text Maximum length, within range of 1:33-1:24

AutoCAD SHX Text 12000mm (40')

AutoCAD SHX Text 60000mm (200')

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13. Long uninterrupted ramps have Long uninterrupted ramps have caused accidents at VA facilities. Weak, unskilled wheelchair users need frequent stops for safety.

AutoCAD SHX Text Maximum length, within range of 1:25-1:20

AutoCAD SHX Text 10500mm (35')

AutoCAD SHX Text 60000mm (200')

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13. Long uninterrupted ramps have Long uninterrupted ramps have caused accidents at VA facilities. Weak, unskilled wheelchair users need frequent stops for safety.

AutoCAD SHX Text Minimum clear width

AutoCAD SHX Text 1200mm (4'-0")

AutoCAD SHX Text 900mm (3'-0")

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14. The 300mm (1'-0") added width The 300mm (1'-0") added width is necessary to ensure all VA wheelchair users can get up and down the ramp, safely.

AutoCAD SHX Text Minimum size level landing, where doors swing into landing

AutoCAD SHX Text 1800mm x 1800mm (6'-0" x 6'-0")

AutoCAD SHX Text 1500mm x 1500mm (5'-0" x 5'-0")

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15. Older, frail, confused, disabled Older, frail, confused, disabled veterans need a larger level platform to maneuver a wheelchair.

AutoCAD SHX Text Stairs

AutoCAD SHX Text Handrail height

AutoCAD SHX Text 850mm (34")

AutoCAD SHX Text 750mm-850mm (30"-34")

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16. Life Safety Cose (NFPA 101) Life Safety Cose (NFPA 101) requires 850mm (34") to 950mm (38").

AutoCAD SHX Text Elevators (Passenger)

AutoCAD SHX Text Minimum width of elevator doors

AutoCAD SHX Text 1200mm (4'-0")

AutoCAD SHX Text 900mm (3'-0")

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17. Hospital elevator doors need to Hospital elevator doors need to be 1200mm (4'-0") wide to more easily facilitate the movement of gurneys, beds, and multiple wheelchairs.

AutoCAD SHX Text Minimum car size

AutoCAD SHX Text 2400mm x 1850mm (8'-0" x 6'-2") platform size

AutoCAD SHX Text 1730*mm x 1370*mm (68" x 54") car inside dimensions

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18. See Transport Systems Design See Transport Systems Design Manual. The larger car size is required for movement of gurneys and multiple wheelchairs.

AutoCAD SHX Text Double set of handrails

AutoCAD SHX Text Yes

AutoCAD SHX Text No requirement

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19. Handrails protect the car walls Handrails protect the car walls and provide stability for patients; the lower rail for wheelchairs, the higher rail for gurney riders and standers.

AutoCAD SHX Text Windows

AutoCAD SHX Text Sill height in patient bedrooms

AutoCAD SHX Text 600mm (24") maximum

AutoCAD SHX Text No requirement

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20. Window sills must be low enough Window sills must be low enough that seated (wheelchair) and bedridden patients can see outside.

AutoCAD SHX Text Doors and Doorways

AutoCAD SHX Text Patient bedroom door, minimum width

AutoCAD SHX Text 1150mm (3'-10")

AutoCAD SHX Text 1100mm (3'-8")

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21. A 1150mm (3'-10") door to A 1150mm (3'-10") door to bedrooms is needed because beds with accessories are frequently moved from one room to another.

AutoCAD SHX Text Water Closets

AutoCAD SHX Text Grab bar configuration

AutoCAD SHX Text Double swing-up bars for most toilets on Nursing Units

AutoCAD SHX Text Side & back bars for all accessible water closets.

AutoCAD SHX Text Toilet Stalls

AutoCAD SHX Text Minimum accessible stall size

AutoCAD SHX Text 1650mm x 1800mm (5'-6" x 6'-0")

AutoCAD SHX Text 1500mm x 1420*mm (5'-0" x 4'-8")

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23. Disabled patients in wheelchairs Disabled patients in wheelchairs aren't skilled in maneuvering wheelchairs, are usually weakened, and space is often needed for someone to help.

AutoCAD SHX Text Minumim size wheelchair "front-transfer" stall

AutoCAD SHX Text 1050mm x 1800mm (3'-6" x 6'-0")

AutoCAD SHX Text 900mm x 1650mm (3'-0" x 5'-6")

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26. The additional width allows The additional width allows correct door width and makes the stall usable by wheelchair users.

AutoCAD SHX Text Grab bars

AutoCAD SHX Text Required in all stalls

AutoCAD SHX Text Required in accessible stalls

AutoCAD SHX Text Shower Stalls (Patient)

AutoCAD SHX Text Minimum stall dimensions

AutoCAD SHX Text 1200mm x 1200mm (4'-0" x 4'-0")

AutoCAD SHX Text 900mm x 1650mm (3'-0" x 5'-6") or 750mm x 1500mm (2'-6" x 5'-0")

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24. The 900mm x 900mm (3'-0" x The 900mm x 900mm (3'-0" x 3'-0") shower has a folding seat which requires the patient to transfer from the wheelchair. The 750mm x 1500mm (2'-6" x 5'-0") shower admits a wheelchair, but just barely. There is no room for the patient to maneuver or for the attendants to help.

AutoCAD SHX Text Grab bars

AutoCAD SHX Text Horizontal plus vertical bars

AutoCAD SHX Text Horizontal bars only

AutoCAD SHX Text See VA Std. Detail #13.1, 13.2, 13.3

AutoCAD SHX Text Toilet Rooms

AutoCAD SHX Text Minimum width of toilet room entrance doors

AutoCAD SHX Text 900mm (36")

AutoCAD SHX Text 850mm (34")

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25. VA uses a standard 900mm VA uses a standard 900mm (3'-0") door to ensure a 850mm (34") clear opening.

AutoCAD SHX Text Cafeterias

AutoCAD SHX Text Knee clearance, for minimum 5% tables

AutoCAD SHX Text 675mm (2'-3") and 725mm (2'-5") for at least 5%

AutoCAD SHX Text 675mm (2'-3")

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27. Many disabled veterans use Many disabled veterans use electric wheelchairs with a control stick that will not go under a table with only 675mm (2'-3") clearance.

AutoCAD SHX Text Cutlery and supply height

AutoCAD SHX Text 1000mm-1200mm (40"-48")

AutoCAD SHX Text 1350mm (54") max.

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28. Frail, disabled patients have a Frail, disabled patients have a more limited reach than independent, more physically sound, wheelchair users.

AutoCAD SHX Text Health Care Facilities

AutoCAD SHX Text Medical/Surgical Nursing Units, percent of patient bedrooms accessible

AutoCAD SHX Text 100%

AutoCAD SHX Text 10%

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29. The VA Under Secretary for The VA Under Secretary for Health has advised that 100% accessibility makes nursing simpler, puts less strain on staff, gives patients more independence, and requires less patient supervision by a limited staff.

AutoCAD SHX Text Medical/Surgical Nursing Units, percent of toilet rooms accessible

AutoCAD SHX Text 100%

AutoCAD SHX Text 10%

AutoCAD SHX Text

29. The VA Under Secretary for The VA Under Secretary for Health has advised that 100% accessibility makes nursing simpler, puts less strain on staff, gives patients more independence, and requires less patient supervision by a limited staff.

AutoCAD SHX Text *ABAAS indicates slightly different metric equivalents than the ones which VA has adopted. Information gathered from data provided by the Department of Health and Human Services; the National Center for Health Statistics; and the Department of Veterans

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GENERAL NOTES AND LEGENDS

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UG FIBER, PED, LINE MARKER, VAULT

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GUARD RAIL

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XX

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REGULAR SPACES

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VLT

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DETAIL NUMBER

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SHEET ON WHICH DETAIL IS FOUND

AutoCAD SHX Text ABBREV. MEANING MEANING ABAN. ABANDON ABANDON ADJ. ADJACENT ADJACENT AGG. AGGREGATE AGGREGATE ALT. ALTERNATE ALTERNATE APPD. APPROVED APPROVED APPROX. APPROXIMATE APPROXIMATE B/B BACK TO BACK BACK TO BACK BIT. BITUMINOUS BITUMINOUS BLDG. BUILDING BUILDING BLVD. BOULEVARD BOULEVARD BM BENCH MARK BENCH MARK BNDY. BOUNDARY BOUNDARY BOT. BOTTOM BOTTOM BSMT. BASEMENT BASEMENT C & G CURB AND GUTTER CURB AND GUTTER C/C CENTER TO CENTER CENTER TO CENTER CATV CABLE TELEVISION CABLE TELEVISION CB CATCH BASIN CATCH BASIN CF CUBIC FEET CUBIC FEET CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CL CENTERLINE CENTERLINE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CO. CLEAN OUT CLEAN OUT CONC. CONCRETE CONCRETE CONST. CONSTRUCTION CONSTRUCTION COORD. COORDINATE COORDINATE CP COPPER PIPE COPPER PIPE CSP CORRUGATED STEEL PIPE CORRUGATED STEEL PIPE CSPA CORRUGATED STEEL PIPE ARCH CORRUGATED STEEL PIPE ARCH CULV. CULVERT CY CUBIC YARD CULVERT CY CUBIC YARD DEG (°) DEGREE DEMO. DEMOLISH DEMOLISH DIP DUCTILE IRON DUCTILE IRON DIA. DIAMETER DIAMETER DIM. DIMENSION DIMENSION DIST. DISTANCE DISTANCE ELEC ELECTRIC CONDUIT ELECTRIC CONDUIT EL. ELEVATION ELEVATION ENGR. ENGINEER ENGINEER EOM EDGE OF METAL EDGE OF METAL EQUIP. EQUIPMENT EQUIPMENT ESMT. EASEMENT EASEMENT EXIST. EX. EXISTING EX. EXISTING EXT. EXTERIOR EXTERIOR F/F FACE TO FACE FACE TO FACE FDN. FOUNDATION FOUNDATION FF FINISH FLOOR FINISH FLOOR FIN. GR. FINISH GRADE GR. FINISH GRADE FM FORCE MAIN FORCE MAIN FTG. FOOTING FOOTING GEN. GENERATOR GENERATOR GND. GROUND GROUND GPD GALLONS PER DAY GALLONS PER DAY GPM GALLONS PER MINUTE GALLONS PER MINUTE HDPE HIGH DENSITY POLYETHELENE HIGH DENSITY POLYETHELENE HDWL. HEADWALL HEADWALL H. HEIGHT HEIGHT HORIZ. HORIZONTAL HORIZONTAL HP HIGH POINT HIGH POINT HWL HIGH WATER LEVEL HIGH WATER LEVEL HWY. HIGHWAY HIGHWAY HYD. HYDRANT HYDRANT ID INSIDE DIAMETER INSIDE DIAMETER INV INVERT ELEVATION INVERT ELEVATION INCL. INCLUDE INCLUDE LAT. LATERAL LATERAL LF LINEAL FEET LINEAL FEET LP LOW POINT LOW POINT LS LUMP SUM LUMP SUM LWL LOW WATER LEVEL LOW WATER LEVEL M/L MORE OR LESS MORE OR LESS MAINT. MAINTENANCE MAINTENANCE MATL. MATERIAL MATERIAL MAX. MAXIMUM MAXIMUM MB. MAILBOX MAILBOX MDNR MICHIGAN DEPARTMENT OF NATURAL RESOURCES MICHIGAN DEPARTMENT OF NATURAL RESOURCES MDOT MICHIGAN DEPARTMENT OF TRANSPORTATION MICHIGAN DEPARTMENT OF TRANSPORTATION MDPH MICHIGAN DEPARTMENT OF PUBLIC HEALTH MICHIGAN DEPARTMENT OF PUBLIC HEALTH MFGR MANUFACTURER MANUFACTURER MGD MILLION GALLONS PER DAY MILLION GALLONS PER DAY MH. MANHOLE MANHOLE MIN. MINIMUM MINIMUM MISC. MISCELLANEOUS MISCELLANEOUS MJ MECHANICAL JOINT MECHANICAL JOINT MON. MONUMENT MONUMENT NA NOT APPLICABLE NOT APPLICABLE NIC NOT IN CONTRACT NOT IN CONTRACT NRCP NON-REINFORCED CONCRETE PIPE NON-REINFORCED CONCRETE PIPE NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OE OVERHEAD ELECTRIC OVERHEAD ELECTRIC OP FIBER OPTICS FIBER OPTICS ORIG. ORIGINAL ORIGINAL OT OVERHEAD TELEPHONE OVERHEAD TELEPHONE PC POINT OF CURVE POINT OF CURVE PCC POINT OF COMPOUND CURVATURE POINT OF COMPOUND CURVATURE PE POLYETHYLENE POLYETHYLENE PE PERF. POLYETHYLENE PIPE PERFORATED PERF. POLYETHYLENE PIPE PERFORATED PERF. PERFORATED PERFORATED PI POINT OF INTERSECTION POINT OF INTERSECTION PIV POST INDICATOR VALVE POST INDICATOR VALVE PL PROPERTY LINE PROPERTY LINE POB POINT OF BEGINNING POINT OF BEGINNING POE POINT OF ENDING POINT OF ENDING PRC POINT OF REVERSE CURVE POINT OF REVERSE CURVE PROP. PROPOSED PROPOSED PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT POINT OF TANGENCY POINT OF TANGENCY PVC POLYVINAL CHLORIDE POLYVINAL CHLORIDE PVC POINT OF VERTICAL CURVE POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION PVMT. PAVEMENT PAVEMENT PVT POINT OF VERTICAL TANGENCY POINT OF VERTICAL TANGENCY QTY. QUANTITY R. RADIUS QUANTITY R. RADIUS RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RED. REDUCER REDUCER REF. REFERENCE REFERENCE REQD. REQUIRED REQUIRED REV. REVISION REVISION RJ RESTRAINED JOINT RESTRAINED JOINT ROW RIGHT OF WAY RIGHT OF WAY SAN SANITARY SEWER SANITARY SEWER SF SQUARE FOOT SQUARE FOOT SPEC. SPECIFICATION SPECIFICATION SS SIDE SLOPE SIDE SLOPE STA. STATION STATION STD. STANDARD STANDARD STL. STEEL STEEL STM STORM SEWER STORM SEWER SYD SQUARE YARD SQUARE YARD TC TOP OF CURB TOP OF CURB TAN. TANGENT TANGENT TEL TELEPHONE LINE TELEPHONE LINE TEMP. TEMPORARY TEMPORARY TOC TOP OF CASTING TOP OF CASTING T/W TOP OF WALL TOP OF WALL TRPT TRAVERSE POINT TRAVERSE POINT TYP. TYPICAL TYPICAL UD UNDER DRAIN UNDER DRAIN UTIL. UTILITY UTILITY VB VALVE BOX VALVE BOX VCP VITRIFIED CLAY PIPE VITRIFIED CLAY PIPE VERT. VERTICAL VERTICAL W/ WITH WITH W/O WITHOUT WITHOUT WL WATER LEVEL WATER LEVEL WTR WATER MAIN WATER MAIN WWF WELDED WIRE FABRIC WELDED WIRE FABRIC XFMR. TRANSFORMERTRANSFORMER

AutoCAD SHX Text All erosion and sediment control work shall conform to standards

AutoCAD SHX Text and specifications of the jurisdictional agency under Part 91 of

AutoCAD SHX Text

SECTION 02015 - EROSION CONTROL STANDARDS

AutoCAD SHX Text 1.

AutoCAD SHX Text 3.

AutoCAD SHX Text Act 451 of 1994, as amended.

AutoCAD SHX Text Daily inspections shall be made by contractor while working to

AutoCAD SHX Text determine the effectiveness of erosion and sediment control

AutoCAD SHX Text measures. Any necessary repairs shall be performed without

AutoCAD SHX Text delay. All soil erosion control provisions shall be properly

AutoCAD SHX Text maintained during construction.

AutoCAD SHX Text Under "Michigan's Permit-By-Rule For Construction Activities", AutoCAD SHX Text promulgated under Act 245, Public Acts of 1929 as amended, an

AutoCAD SHX Text 2.

AutoCAD SHX Text NPDES Storm Water Discharge Coverage permit is required for

AutoCAD SHX Text any construction activity that disturbs 1 acres or more of land.

AutoCAD SHX Text A certified storm water operator is required for the supervision

AutoCAD SHX Text and inspection of the soil erosion control measures at the

AutoCAD SHX Text construction site in accordance with the provisions of these rules.

AutoCAD SHX Text 1.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

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AutoCAD SHX Text 17.

AutoCAD SHX Text 4.

AutoCAD SHX Text 18.

AutoCAD SHX Text 19.

AutoCAD SHX Text 20.

AutoCAD SHX Text 2.

AutoCAD SHX Text All construction and materials shall be in accordance with the current standards and specifications of the local municipality, the County D.P.W., the County Drain Commissioner, Detroit Metro Water & Sewerage Department, Michigan Department of Transportation, Michigan Department of Environmental Quality, the State of Michigan, and the County Road Commission where applicable.

AutoCAD SHX Text All necessary permits, bonds, insurances, etc., shall be paid for by the Contractor.

AutoCAD SHX Text At least three (3) working days prior to any excavation, the Contractor shall contact MISS DIG (1-800-482-7171) to verify the location of any existing underground utilities and shall notify representatives of other utilities in the vicinity of the work.

AutoCAD SHX Text All properties or facilities in the surrounding areas, public or private, destroyed or otherwise disturbed due to construction, shall be replaced and/or restored to the original condition by the Contractor, at no additional cost to the owner.

AutoCAD SHX Text Manhole, catch basin, gate well rims and hydrant finish grade elevations must be as-built and approved by the Engineer before the Contractor's work is considered complete. Agency requierments for record drawings also apply.

AutoCAD SHX Text Rules, regulations or laws of any controlling Governmental Agency shall govern, when they are more stringent than the requirements of these specifications.

AutoCAD SHX Text Should the contractor encounter a conflict between these plans and specifications, either among themselves or with the requirements of any and all reviewing and permit-issuing agencies, he shall seek clarification in writing from the engineer before commencement of construction. Failure to do so shall be at sole expense to the contractor.

AutoCAD SHX Text 3.

AutoCAD SHX Text Contractor agrees that in accordance with generally accepted construction practices, contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance work on this project, excepting liability arising from the sole negligence of the design professional.

AutoCAD SHX Text 5.

AutoCAD SHX Text Any work within street or highway right-of-ways shall be done in accordance with the requirements of the governmental agencies having jurisdiction and shall not begin until permits have been issued by these governing authorities.

AutoCAD SHX Text 6.

AutoCAD SHX Text All elevations shown are based on benchmarks provided by the local municipality unless otherwise noted on the drawings.

AutoCAD SHX Text All items of work not specifically indicated as pay items on the drawings or in the bid package shall be considered incidental items.

AutoCAD SHX Text The contractor shall be responsible for dust control during the periods of construction.

AutoCAD SHX Text Contractor shall remove and dispose of off-site any trees, brush, stumps, trash or other unwanted debris, at the Owner's direction, including old building foundations and floors. The burning or burying of trash, stumps or other debris will not be allowed.

AutoCAD SHX Text All references to M.D.O.T. specifications refer to the most current Standard Specifications For Construction.

AutoCAD SHX Text All Contractors bidding this project shall have visited the site to become thoroughly familiar with the site and the conditions in which they will be conducting their operations. Any variance found between the plans and existing conditions shall be reported immediately to the Design Engineer.

AutoCAD SHX Text The locations and dimensions shown on the plans for existing under- ground facilities are in accordance with available information provided by the utility companies and governmental agencies without uncovering and measuring. The Design Engineer does not guarantee the accuracy of this information or that all existing underground facilities are shown.

AutoCAD SHX Text The Contractor shall provide all materials, labor and equipment to complete the type of work which is bid, in accordance with the plans, specifications, details and to the satisfaction of the Owner and Owner's Representative.

AutoCAD SHX Text The Owner may employ and pay for the services of a Engineer to provide on-site inspection and verify in the field that all backfill, pavements and concrete curb and gutter have been placed and compacted in accordance with the plans and specifications. If, in the opinion of the Engineer, the work does not meet the technical or design requirements stipulated for the work, the Contractor shall make all necessary adjustments as directed by the Engineer. The Contractor shall make no deviations from the contract documents without specific written approval of the Owner.

AutoCAD SHX Text All excavated material removed from the sanitary sewer, storm sewer and water main trenches under, through and within 3 feet of the 45° zone of influence line of existing or proposed paving,sidewalk areas and per plans, not suitable for backfill, shall be removed from these areas and disposed of.

AutoCAD SHX Text The Contractor shall restore to their present conditions any pavement or public rights-of-way that is disturbed by the operations of the Contractor. All restoration work in public rights-of-way shall be performed to the satisfaction of the government agencies having jurisdiction.

AutoCAD SHX Text The Contractor shall provide all necessary barricades, signage and lights to protect the work and safely maintain traffic, in accordance with local requirements and the Manual of Uniform Traffic Control Devices (latest edition).

AutoCAD SHX Text 21.

AutoCAD SHX Text O.S.H.A. safety requirements - all work, work practice, and materials shall comply with all applicable local, state and federal safety, occupational, health and environmental regulations and also NFPA and ANSI codes as applicable. All work inside a confined space such as manholes or underground structures shall be coordinated with utility owner and all worker safety requirements strictly enforced. Land shall be the sole responsibility of the contractor.

AutoCAD SHX Text 22.

AutoCAD SHX Text It shall be the contractor's responsibility to arrange for or supply temporary water service, sanitary facilities and electricity.

AutoCAD SHX Text 23.

AutoCAD SHX Text Contractor shall provide for the continuous operation of existing facilities without interruption during construction unless specifically authorized otherwise by the respective authority.

AutoCAD SHX Text 24.

AutoCAD SHX Text The contractor shall note existing underground utilities in the project plans. Backfill trenches for existing utilities shall be examined critically. Any trench which, in the opinion of the soils engineer are found to be soft, unstable, or unsuitable material shall be completely excavated and backfilled with suitable material. Sand backfill shall be used under pavement or within the 1 on 1 land influence of pavement or structures.

AutoCAD SHX Text 25.

kelly.homic Text Box 07/14/2017 kelly.homic Text Box

BUILDING 1

BUILDING 1

BUILDING 1

EXISTING CONDITIONS

NEW ACCESS

DIMENSION, PAVING &

GRADING PLAN

1-CP-101

100% BID DOCUMENTS

Monumen t

E n g i ne e r i ng Gr oup As sociates,Inc.

ENGINEERS · SURVEYORS· CONSULTANTS

LANDSCAPE ARCHITECTS · LAND PLANNERS

638 SOUTH GRAND AVE.

FOWLERVILLE,

MICHIGAN 48836

(OFFICE) 517-223-3512

(FAX) 517-223-9987

DESIGN DEVELOPMENT 9/25/15

CONSTRUCTION DOCUMENTS-

-12-28-15

-BID DOCUMENTS 7-1-16-

SCHEMATIC DESIGN (35%)

5/22/15

ADA COMPLIANT ACCESS

BATTLE CREEK VA HEALTH CARE SYSTEM

5500 ARMSTRONG ROAD

BATTLE CREEK, MI 49037

w w w .c2ae.com elevating human achievement

211 E. Water Street, Suite 213L Kalamazoo, MI 49007 - 269.216.0222

REMOVAL LEGEND

Qty

Unit

Description

1 Ea Tree, Rem

16 Ft Saw Cut

1 Ea Detectable Warning Surface

1 Ea

Exterior Light

105 Ft

Railing for Ramps

64 Ft Sidewalk Ramp, Foundation

337 Sft Sidewalk Ramp, Ice Melt

337 Sft

Sidewalk Ramp, Conc, 4 inch

30 Sft Sidewalk, Conc, 4 inch

1 Ea Restoration

QUANTITIES THIS SHEETGRADING LEGEND

REMOVAL PLAN

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LAWN

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CONC.

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ASPH.

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ASPH.

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LS

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LS

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LANDSCAPING AREA

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LAWN

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CONC.

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ASPH.

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LAWN

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LAWN

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LAWN

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LS

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LS

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LANDSCAPING AREA

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AutoCAD SHX Text R

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NEW RAMP

AutoCAD SHX Text 16-B

AutoCAD SHX Text C-503

AutoCAD SHX Text 16-C

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GRADING LIMITS

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DETECTIBLE WARNING SURFACE

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GRADING LIMITS

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NEW LIGHT POLE

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AutoCAD SHX Text C-502

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AutoCAD SHX Text C-501

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AutoCAD SHX Text E6

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AutoCAD SHX Text C-502

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LAWN

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ASPH.

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LAWN

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LAWN

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CONC.

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CONC.

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CONC.

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CONC.

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LS

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LS

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LANDSCAPING AREA

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BUILDING 1 EX. CONDITIONS, REMOVAL PLAN AND DIMENSION, PAVING AND GRADING PLAN

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CP-101_NEW.DWG

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P:\PROJECTS\2015\15-042 ADA COMPLIANT ACCESS\DWG\ENGINEERING\BD

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text (FULL SCALE 30x42)

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SITE MAP NTS

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Division Chief

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AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Project Number

AutoCAD SHX Text Date

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

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CONSULTANTS:

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AutoCAD SHX Text Facilities

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VA FORM 08-6231, OCT 1978

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AutoCAD SHX Text Approved: Service Director

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AutoCAD SHX Text Do not remove this notice Properly Destroy documents when no longer needed

AutoCAD SHX Text Property of the United States Government For Official Use Only

AutoCAD SHX Text

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MEGA PROJECT NO.: 15-042

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AP

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MA/DC

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VA RPOJECT #515-14-104

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BATTLE CREEK, MICHIGAN

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AutoCAD SHX Text 07/01/2016

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Department of Veterans Affairs Battle Creek VA Medical Center 5500 Armstrong Road Battle Creek, MI 49037

AutoCAD SHX Text

SAWCUT

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REMOVE PAVEMENT

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REMOVE OBJECT

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PROPOSED TOP OF PAVEMENT GRADE

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940.0 MA

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940.00 RIM

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940.00 TP

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MATCH EXISTING

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PROPOSED RIM GRADE

AutoCAD SHX Text 740.00

AutoCAD SHX Text X

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EXISTING ELEVATION

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PROPOSED TOP CURB GRADE PROPOSED GUTTER PAN GRADE

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940.00 TC 939.50 GP

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PROPOSED FINISH GRADE

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940.00 FG

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EXISTING CONTOUR

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PROPOSED CONTOUR

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CONCRETE RAMP FOUNDATIONS (SEE DETAIL SHEET)

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940.00 SW

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PROPOSED SIDEWALK GRADE

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PROPOSED LANDING

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PROPOSED RAMP

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REMOVE TREE

AutoCAD SHX Text Building 1 kelly.homic Text Box 07/14/2017

BUILDING 5

EXISTING CONDITIONS &

REMOVAL PLAN

5-CP-103

100% BID DOCUMENTS

Monumen t

E n g i ne e r i ng Gr oup As sociates,Inc.

ENGINEERS · SURVEYORS· CONSULTANTS

LANDSCAPE ARCHITECTS · LAND PLANNERS

638 SOUTH GRAND AVE.

FOWLERVILLE,

MICHIGAN 48836

(OFFICE) 517-223-3512

(FAX) 517-223-9987

DESIGN DEVELOPMENT 9/25/15

CONSTRUCTION DOCUMENTS-

-12-28-15

-BID DOCUMENTS 7-1-16-

SCHEMATIC DESIGN (35%)

5/22/15

ADA COMPLIANT ACCESS

BATTLE CREEK VA HEALTH CARE SYSTEM

5500 ARMSTRONG ROAD

BATTLE CREEK, MI 49037

w w w .c2ae.com elevating human achievement

211 E. Water Street, Suite 213L Kalamazoo, MI 49007 - 269.216.0222

REMOVAL LEGEND

AutoCAD SHX Text

STEPS

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CONC.

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LAWN

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ASPH.

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BUILDING 5 EX. CONDITIONS AND REMOVAL PLAN

AutoCAD SHX Text

CP-101_NEW.DWG

AutoCAD SHX Text

P:\PROJECTS\2015\15-042 ADA COMPLIANT ACCESS\DWG\ENGINEERING\BD

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text (FULL SCALE 30x42)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SITE MAP NTS

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text A

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

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AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Division Chief

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Project Number

AutoCAD SHX Text Date

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Office of

AutoCAD SHX Text Facilities

AutoCAD SHX Text Management

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

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AutoCAD SHX Text Approved: Service Director

AutoCAD SHX Text File Location

AutoCAD SHX Text File Name

AutoCAD SHX Text Do not remove this notice Properly Destroy documents when no longer needed

AutoCAD SHX Text Property of the United States Government For Official Use Only

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MEGA PROJECT NO.: 15-042

AutoCAD SHX Text

AP

AutoCAD SHX Text

MA/DC

AutoCAD SHX Text

VA RPOJECT #515-14-104

AutoCAD SHX Text

BATTLE CREEK, MICHIGAN

AutoCAD SHX Text

AutoCAD SHX Text 07/01/2016

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Department of Veterans Affairs Battle Creek VA Medical Center 5500 Armstrong Road Battle Creek, MI 49037

AutoCAD SHX Text

SAWCUT

AutoCAD SHX Text

REMOVE PAVEMENT

AutoCAD SHX Text

REMOVE OBJECT

AutoCAD SHX Text Building 5 kelly.homic Text Box 07/14/2017

07/14/2017

BUILDING 8

BUILDING 8

BUILDING 8

EXISTING CONDITIONS NEW ACCESS

DIMENSION, PAVING &

GRADING PLAN

8-CP-105

100% BID DOCUMENTS

Monumen t

E n g i ne e r i ng Gr oup As sociates,Inc.

ENGINEERS · SURVEYORS· CONSULTANTS

LANDSCAPE ARCHITECTS · LAND PLANNERS

638 SOUTH GRAND AVE.

FOWLERVILLE,

MICHIGAN 48836

(OFFICE) 517-223-3512

(FAX) 517-223-9987

DESIGN DEVELOPMENT 9/25/15

CONSTRUCTION DOCUMENTS-

-12-28-15

-BID DOCUMENTS 7-1-16-

SCHEMATIC DESIGN (35%)

5/22/15

ADA COMPLIANT ACCESS

BATTLE CREEK VA HEALTH CARE SYSTEM

5500 ARMSTRONG ROAD

BATTLE CREEK, MI 49037

w w w .c2ae.com elevating human achievement

211 E. Water Street, Suite 213L Kalamazoo, MI 49007 - 269.216.0222

REMOVAL LEGEND

QUANTITIES THIS SHEETGRADING LEGEND

17 CURB TAPER DETAIL

REMOVAL PLAN

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NEW RAMP

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SW

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NEW SIDEWALK

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RE-STRIPE PAVEMENT MARKINGS

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NEW CROSSWALK MARKINGS

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GRADING LIMITS

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DETECTIBLE WARNING SURFACE (TYP)

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NEW LIGHT POLE

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NEW LIGHT POLE

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BUILDING 8 EX. CONDITIONS, REMOVAL PLAN AND DIMENSION, PAVING AND GRADING PLAN

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CP-101_NEW.DWG

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P:\PROJECTS\2015\15-042 ADA COMPLIANT ACCESS\DWG\ENGINEERING\BD

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SITE MAP NTS

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CONSULTANTS:

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VA FORM 08-6231, OCT 1978

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MEGA PROJECT NO.: 15-042

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AP

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MA/DC

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VA RPOJECT #515-14-104

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BATTLE CREEK, MICHIGAN

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AutoCAD SHX Text 07/01/2016

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text Department of Veterans Affairs Battle Creek VA Medical Center 5500 Armstrong Road Battle Creek, MI 49037

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