HomeMy WebLinkAboutC202 - SITE PLAN - SOUTHEASTPROPOSED OFFICE BUILDING
WOODS TO REMAIN4+004+
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BMP EASEMENT
BMP EASEMENT
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1616 203.74BMP ACCESS EASEMENT
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LOADING
AREA
WALKING TRAIL
STORMWATER POND
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
DRAINAGE AND BMP EASEMENT
STABILIZED AREA
FOR BMP ACCESS
(GRASS PAVERS OR SIMILAR)
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18R8R5.5
R3
R20R50R9030
303020
R12
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BIKE RACKS
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LAWN AND GROUNDCOVER
MECHANICAL EQUIPMENT
REFUSE
ENCLOSURE
3 PARKING SPACES
CONCRETE PAVING
ASPHALT PAVING
SEATING AREA
GARAGE ENTRY
FEATURE WALLL=130.52R=100.00N
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+89.54'
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CONCRETE WALK
ACCESSIBLE ROUTE TO ILLINOIS STREET
ACCESSIBLE ROUTE TO FROM
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PRELIMINARY
NOT FOR CONSTRUCTION
This drawing is for
review purposes only.
1100 Sycamore Street, Suite 200
Cincinnati, Ohio 45202 - Ph: 513.984.1070
702 N. Capitol Avenue
Indianapolis, Indiana 46204
Ph: 317.636.3980
www.luminaut.com
13295 Illinois Street
Suite 142
Carmel, IN 46032
ENGINEERING, LLC
SNELLING
Ph: (317) 697-0180
www.snellingeng.com
IMI Headquarters
New Build
10901 Illinois St.
Carmel, IN 46032
IN22046
01/18/2023
GSS
SEE PLAN
1 TAC REVISIONS 3/8/23
1 SITE PLAN - SOUTHEAST
N60
GRAPHIC SCALE IN FEET
300 90
SCALE : 1" = 30'C202 C202
SITE PLAN - SOUTHEAST
SITE PLAN GENERAL NOTES:
1.ALL DIMENSIONS IN CURBED AREAS ARE FACE TO FACE OF
CURB.
ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE
OF PAVEMENT.
2.ALL EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN EDGE
WHERE NEW PAVEMENT IS TO BE INSTALLED ADJACENT TO
EXISTING PAVEMENT.
3.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD
BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY
DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL
FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E
IMMEDIATELY.
4.SEE DETAIL SHEETS FOR TYPICAL CONSTRUCTION DETAILS.
5.ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS
ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE
GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS
SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO
THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS
COMPLETED.
6.ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS.
7.ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO
RIGHT-OF-WAY LINES OR PROPERTY LINES, UNLESS OTHERWISE
NOTED.
8.DISABLED RAMPS SHALL BE IN ACCORDANCE WITH FEDERAL,
STATE, COUNTY, CITY AND LOCAL CODES. SEE PLAN FOR
LOCATION AND DETAIL SHEETS FOR SPECIFICATIONS.
9.SEE DETAIL SHEETS FOR TYPICAL PAVEMENT SECTIONS AND
CURB DETAILS.
10.ENDS OF ALL CURBS SHALL BE CHAMFERED.
11.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS
EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL
DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR
LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE
PER DIRECTION OF AGENCY.
12.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL
MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED
ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE
CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE
CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP
AIRBORNE DUST TO A REQUIRED MINIMUM.
13.ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE
EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE
PROPERLY SEALED WITH A TACK COAT MATERIAL.
1.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE
RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN
A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE
DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE
LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF
PROPOSED RIGHT-OF-WAY LINE.
2.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND
BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE
INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO
IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND
BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY TO
ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,
MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS
TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE
OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL
BE BORNE BY THE DEVELOPER.
3.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
4.CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT
BANK IN THE RIGHT -OF-WAY. IN THE EVENT OF CONFLICT WITH
THE PROPOSED IMPROVEMENTS, RELOCATION OF THE
DUALDUCT BANK AND ALL
ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THE
SOLE RESPONSIBILITY OF THE DEVELOPER SUBJECT TO REVIEW
AND APPROVAL BY THE CITY.
CITY OF CARMEL NOTES:
KEY MAP
1
KEYNOTES:
1.Curb and Gutter, Concrete, Type II, See Standard Drawing 10-14
2.Heavy Duty Asphalt Pavement
3.Public Right-of-Way Concrete Pavement (9")
4.Concrete Sidewalk, See Standard Drawing 10-18
5.Depressed Curb, See Standard Drawings 10-22 and 10-23
6.Street Cut Repair, See Standard Drawing 10-24
7.Concrete Curb Adjacent to Existing Pavement, See Std. Dwg. 10-28
8.Striped Crosswalk, White, Painted
9.Curb Ramp
10.Turn Arrow, White, Painted
11.4” Wide Stripe, White Thermoplastic
12.4" Wide Stripe, Double Yellow Thermoplastic
13.24" Stop Bar, White Thermoplastic
14.8" Thick Concrete Slab
15.Retaining Wall, See Structural Plans
16.Wood Bollards Along Pond Top of Bank
17.Monument Sign
18.Stabilized Base (Access to BMPs)
19.Multi-Use Path 1