HomeMy WebLinkAboutC200 Site Plan10' NON- EXCLUSIVE UTILITY EASEMENT
PC 2, SLIDE 102, INSTR. NO. 98- 98226122_
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ELECTRIC LINE EASEMENT TO
INDIANAPOLIS POWER LIGHT COMPANY
INSTR. NO. 97 -25451
S 89'48'2
271.96
0
45' DRAINAGE UTILITY EASEMENT
PC 2, SL. 102, INSTR. NO. 98- 9822612
99TH ST
(PRIVATE ST
MAYFLOWER PARK
BLOCK 6
MAYFLOWER PARK ASSOCIATES, L.L.C.
MAYFLOWER PARK
BLOCK 5
RESORT CONDOMINIUMS INTERNATIONAL L.L.C.
(ASPHALT)
N 90'00'00" E
30' PRIVATE STREET, PC 2,
SLIDE 102, INSTR. NO. 98- 9822612
80' INGRESS- EGRESS EASEMENT
PC 2, SLIDE 481, INSTR. N0. 2000 -45587
70' INGRESS EGRESS EASEMENT
PC 2, SLIDE 102, INSTR. N0. 98- 9822612
10' NON- EXCLUSIVE UTILITY EASEMENT
PC 2, SLIDE 102, INSTR. NO. 98- 9822612
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LEGEND
SYMBOL
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PARKING DATA
SITE DATA
ACREAGE
BUILDING S.F.
NOTES
30
INTEGRAL WALK CURB
60
GRAPHIC SCALE IN FEET
DESCRIPTION
EXTRUDED CURB
CURB TURNOUT
0: NCRETE WALK
CONCRETE STOOP (5'x5' UNLESS OTHERWISE
7'x7' TRANSFORMER PAD
4" PAINTED BLUE PAVEMENT STRIPE
AT 45 ANGLE, 2' O.C.
4" PAINTED BLUE PAVEMENT STRIPE
4 PAINTED WHITE PAVEMENT STRIPE
PRECAST CONCRETE WHEEL STOP
_ANDSCAPED AREA
DISABLED RAMP
DISABLED RAMP (MULTIPLE)
EXPANSION JOINT AT BUILDING
CONTROL JOINT
EXPANSION JOINT
STOP SIGN
REGULAR DUTY ASPHALT PAVEMENT
6" CONCRETE PAD
TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS)
PATIO AREA (SEE ARCHITECTURAL PLANS)
GENERATOR AREA (SEE ARCHITECTURAL/ELECTRICAL PLANS)
ENTRANCE SKGN (SEE ARCHITECTURAL PLANS)
12'x7' CONCRETE PAD FOR GENERATOR (SEE ARCHITECTURAL /ELECTRICAL
FOR EXACT LOCATION)
LIGHT POLE (SEE ELECTRICAL PLANS)
DISABLED PAVEMENT SYMBOL
DISABLED PARKING SIGN
CURB TRANSITION
NUMBER OF PARKING SPACES
PROPOSED CONCRETE
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
STANDARD PARKING SPACES 111
DISABLED PARKING SPACES 5
TOTAL PARKING SPACES 116
1.) ALL DIMENSr ONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB.
ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT.
-ALL DIMENSIONS AT INTEGRAL CURB WALK SHALL BE TO FACE OF CURB_
ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING.
2.) ALL RADII IN PAVED AREAS ON CURBS SHALL BE 5 UNLESS
NOTED OTHERWISE_
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 PLATS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL
CONTACT A/E IMMEDIATELY.
4.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES
AS NECESSARY.
5.) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED
DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR,
SUBCONTRACTORS, OR SUPPUERS SHALL BE RESURFACED OR
RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER
CONSTRUCTIN WORK IS COMPLETED.
6.) ALL RADII i;0tCATED SHALL BE FORMED AS CIRCULAR ARCS.
7.) ALL DIMENSIONS ARE PARAI LFL AND PERPENDICULAR TO BASE UNES,
PROPERTY LINES OR BUILDING UNES UNLESS OTHERWISE NOTED.
8_) DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL,
STATE, COLT TY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION.
SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS.
9.) ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED_
10.) 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.
11.) IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO REMOVE ALL MUD,
DIRT, GRAY' I, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBUC
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.
BOUNDARY DESCRIPTION
4.401 ac.
25,036 S.F.
90
NOTED)
PLANS
LOT 3, BLOCK 3 IN THE SECONDARY FINAL PLAT FOR MAYFLOWER PARK, LOT 1 OF BLOCK
1, LOT 1 BLOCK 2, LOTS 1, 2, 3 OF BLOCK 3, LOTS 1 2 OF BLOCK 4, BLOCK 5,
LOTS 1 2 OF BLOCK 6 AND LOT 1 OF BLOCK 7, MAYFLOWER PARK DRIVE 99TH
STREET AS PER THE PLAT THEREOF, RECORDED IN PLAT CABINET 2, SLIDE 481, INSTRUMENT
NUMBER 2000- 45587, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA.
BROWNING
DAY MULLINS
DIERDORF
/ARCHITECTS
Browning Day Mullins Dierdorf Inc
Architecture
Landscape Architecture
Planning
334 North Senate Avenue
Indianapolis, Indiana 46204
P: 317.635.5030
F: 317.634.5409
E -Mail: bdmd @bdmd.com
Browning Construction
Construction Manager
251 North Illinois Street Suite 220
Indianapolis, Indiana 46204
P: 317.630.3661
F: 317.630.3664
E -Mail:
Wool pert, LLP
Civil Design
7140 Waldemar Drive
Indianapolis, Indiana 46268 -4192
P: 317.299.7500
F: 317.291.5805
E -Mail:
Steel Services Inc.
Structural Contractor
6007 South Harding Street
Indianapolis, Indiana 46217
P: 317.783.5255
F: 317.783.5256
E -Mail:
Structural Design Inc.
Structural Design
337 Main Street Suite A
Beech Grove, Indiana 46107
P: 317.822.0204
F: 317.822.0206
E -Mail:
Edwards Electrical Mechanical
Mechanical Contractor
6831 East 32nd Street
Indianapolis, Indiana 46226
P: 317.543.3460
F: 317.543.3479
E -Mail:
Vector Consulting
Mechanical Design
212 West 10th Street Suite D395
Indianapolis, Indiana 46204
P: 317.632.4444
F:
E -Mail:
Barth Electric Company, Inc.
Electrical
1934 North Illinois Street
Indianapolis, Indiana 46202
P: 317.924.6226
F: 317.923.6938
E -Mail:
DESIGN
DEVELOPMENT
ACES POWER MARKETING
OFFICE BUILDING
Carmel, Indiana
Project: 03061
Drawn: PJD
Checked: GSS
Scale: 1•=30'
Issue Date: 05/26/04
Revision:
SITE PLAN
C200