HomeMy WebLinkAboutC020.1_SITE_LAYOUTFUTURE
BUILDING
3,500 SF
FUTURE
BUILDING
4 ,000 SF
24 9
1.70 ACRES
XX X XX X
WEST LINE
SW 1/4
SEC 6, T17N, R3E
HAMILTON COUNTY
78.69'
TEMPORARY SITE
BENCHMARK 2
W W W W1"=
SITE LAYOUT PLAN
30'0 30' THIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE AESHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
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REVISIONS
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NO. DATE DESCRIPTION
8/2/2019 12:11:40 PMP:\70050012\WIP DRAWINGS\C2.1 - SITE LAYOUT.dwg shortj1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.com
DRAWN BY
PROFESSIONAL
PROJECT MANAGER
FILE NUMBER
CHECKED BYCHRISTIAN BROTHERS AUTOMOTIVEPROPOSED SERVICECENTER10860 N MICHIGAN ROAD, ZIONSVILLE, IN 46077 70050012
JPM
BIDS
07/25/2019
PROPOSED
CHRISTIAN BROTHERS AUTOMOTIVE
BLDG FOOTPRINT = 5,660 SFT
75'
SETB ACK
5'
LANDSCAPE
BUFFER
10'15'SETBACKCOMPRESSOR AND
DUMPSTER ENCLOSURE
FUTURE INTERNAL
PARKING ACCESS
ROAD MICHIGAN ROAD (US-421)R
E
D
D
R
D
.
CONNECTION TO
US-421 PUBLIC
SIDEWALK
REMAINING
TREE LINE
REMAINING
TREE LINE
PROPERTY LINE
PROPERTY LINE
5' SIDEWALKLANDSCAPE
ISLAND
R
5
'
11
5
16
2
C2.1
SITE LAYOUT
PLAN
JRS
70050012
PAVEMENT LEGEND
BITUMINOUS
PAVEMENT
CONCRETE
SIDEWALK
HEAVY DUTY
CONCRETE
APRON
CALL 811 NOTE:
www.CALL811.com
CONTRACTOR TO CONTACT 811
SERVICE AT LEAST 3 WORKING
DAYS PRIOR TO CONSTRUCTION,
TO CONFIRM LOCATION OF
EXISTING UTILITIES. DIAL 811.
GENERAL SITE LAYOUT NOTES
TRANSFORMER PAD
ROAD ℄
5'
LANDSCAPE
BUFFER
BARRIER
FREE PARKING
R RL
1. ALL WORKMANSHIP AND MATERIALS SHALL BE ACCORDING TO THE CURRENT INDOT
STANDARD SPECIFICATIONS FOR CONSTRUCTION.
2. CONTACT "811" THREE (3) DAYS PRIOR TO THE START OF CONSTRUCTION,
EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS.
3. NO DIMENSION MAY BE SCALED. REFER UNCLEAR ITEMS TO THE ENGINEER FOR
INTERPRETATION.
4. DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED AS B-B
(BACK TO BACK) OR E-E (EDGE OF METAL TO EDGE OF METAL).
5. CONTRACTOR TO PAINT STRIPE ALL PARKING SPACES SHOWN. PAINT COLOR TO BE
YELLOW. BARRIER-FREE SPACES TO BE PAINTED BLUE.
6. UPON REQUEST, ELECTRONIC INFORMATION WILL BE PROVIDED FOR SITE LAYOUT
PURPOSES. CONTRACTOR SHALL REQUEST ALL INFORMATION IN WRITING
THROUGH PROGRESSIVE AE. LAYOUT OF ALL NEW CONSTRUCTION SHALL BE DONE
BY A LICENSED SURVEYOR.
7. ALL CONCRETE JOINTS SHALL BE TOOLED PER SPECIFICATIONS.
8. CONTRACTOR MUST RESTORE AND REPAIR ANY EXISTING CONDITIONS DISTURBED
BY CONSTRUCTION. THIS IS TO INCLUDE BURIED UTILITIES, LIGHTING,
LANDSCAPING, SPRINKLING, ETC.
9. ANY AREA DISTURBED BY CONSTRUCTION TO BE RESTORED TO CONDITION EQUAL
TO OR BETTER THAN BEFORE CONSTRUCTION BEGAN.
10. SIDEWALKS TO HAVE 2% MAX CROSS SLOPE AND 5% MAX SLOPE IN DIRECTION OF
TRAVEL.
11. ALL IMPROVEMENTS AND UTILITIES IN REDD ROAD ROW OR NOTED "BY OTHERS" IS
NOT IN THE CHRISTIAN BROTHERS CONTRACT. REDD ROAD PLANS TO BE
PERMITTED BY WOOLPERT. COORDINATE CONSTRUCTION WITH REDD ROAD
CONTRACTOR.
APPROVED COMPACTED
SUBBASE
6" GRANULAR FILL
COMPACTED BASE
6" INDOT NO. 53
COMPACTED BASE
APPROVED COMPACTED
SUBBASE
4" CONCRETE
6" REINFORCED CONCRETE
#4 BARS AT 24" OC, EW
4,000 PSI
INDOT TACK COAT @ 0.15 GAL/SY
6" INDOT NO. 53 AGGREGATE BASE
1 1/2" (165 LB/SYD) INDOT TYPE 'B' HMA
WEARING COURSE, 9.5 mm ON
2" (220 LB/SYD) INDOT TYPE 'B' HMA
LEVELING COURSE, 19.0 mm ON
INDOT SUBGRADE TREATMENT, TYPE
1B OR 1C
ZONING AND LAND USE NOTESPAVING NOTES
1. PAVEMENT CONSTRUCTION TO BE PERFORMED IN ACCORDANCE WITH THE
INDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.
2. MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 4,000 PSI FOR ALL
EXTERIOR CONCRETE.
SLUMP RANGE: 3 INCHES TO 5 INCHES
AIR CONTENT: 5 PERCENT TO 8 PERCENT
3. PROVIDE SCORED CONTROL JOINTS AT 12 FEET MAXIMUM SPACING
4. JOINT LAYOUT SHALL FORM SQUARE PANELS. WHERE NOT PRACTICAL,
RECTANGULAR PANELS MAY BE USED IF THE LONG DIMENSION IS NO MORE
THAN 1.5 TIMES THE SHORT DIMENSION.
5. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL
CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE
CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW
THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED RIGHT-OF-WAY.
34.0'9.7'REDD ROAD CONSTRUCTION,
SEE PLANS BY WOOLPERT
(NOT IN CONTRACT)
24" ROLLED CURB
AND GUTTER,
DETAIL 10-13 / C5
PROPOSED
MONUMENT
SIGN, OUTSIDE
WM EASEMENT
(2) INVERTED U
BIKE RACKS, ON
CONC PAD
R150'
REDD ROAD EXTENSION,
BY OTHERS
20 '42.0'28'20'LANDSCAPE
ISLAND
R100'
R30'
B-B
R7.2'
B-B
TYPICAL DIMENSIONS ON BOTH
SIDE OF ROAD, SEE PLANS BY
WOOLPERT (NOT IN CONTRACT)
HEAVY DUTY CONC DRIVEWAY APPRON,
8" REINFORCED CONC WITH 6" AGG BASE.
SEE PLANS BY WOOLPERT (NOT IN
CONTRACT)
176'
150' DEAD END RUN
3 0'
GREEN
B
E
LT
2 5'
PROPOSED
SIDEWALK
ALIGNMENT
R
2
.
7'R3'R5'R2 8'R2
8'
24" CURB
AND GUTTER,
DETAIL 10-14 / C5
6" CURB,
DETAIL 10-16 / C5 20' TYP9'
TYP
27.1'ZONE DISTRICT: B-3, 421-OL
ADJACENT ZONING: B-3, B-2, I-2, R-SF-3
PARCEL SIZE: 1.23 ACRES (INCLUDES REDD ROAD EASEMENT)
LOT COVERAGE: 0.72 ACRES (58.5 %)
PARCEL SIZE: 1.08 ACRES (EXCLUDING REDD ROAD EASEMENT)
LOT COVERAGE: 0.60 ACRES (55.6 %)
BUILDING FOOTPRINT: 5,660 SFT
9 SERVICE BAYS
OFFICE / LOBBY
COMPRESSOR & DUMPSTER ENCLOSURES
LAND USE: COMMERCIAL - AUTOMOTIVE REPAIR
REQUIRED SETBACKS:
FRONT: 30 FT MIN - 120 FT MAX
SIDE: 15 FEET
REAR: 15 FEET
PARKING SETBACK 5 FEET
PARKING REQUIRED: 18 SPACES
9 SERVICE BAYS X 1 SPACE REQUIRED PER SERVICE BAY
PARKING PROVIDED:
STANDARD (9'X20'): 32
BARRIER FREE: 2
TOTAL SPACES: 34
BIKE PARKING REQUIRED: 2
BIKE PARKING PROVIDED: 2
RR 28'B-BFUTURE
CONCEPT DEVELOPMENT PLAN,
BY OTHERS
R150'56' ROW1'
5' 6'
2'
14'28'R30'B-B8'5'
8' 8' 8'
CONSTRUCTION
LIMITS
AC CONDENSER5'
STUB PAVEMENT TO
PROPERTY LINE
FOR FUTURE CONNECTION
EX CONC SI
DEWALKCONSTRUCTION
LIMITS
JPM
R R
LL
L
L
L
L
CONC FILLED
GUARD POST (TYP OF 5),
DETAIL A1 / C5
10/07/19