HomeMy WebLinkAboutG7_Site Plan100'
100'180' 180'
180' 100'12'12'R40'East Main St. (Public)EX. BUILDINGEX. BUILDING4PROPOSED 50' DRAINAGE& UTILITY EASEMENTED 50' DRAINAGE EASEMENT410.00'21.61' 21.97' 22.56'
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GENERAL NOTES
1. SEE SHEET G1.0 FOR GENERAL NOTES, LEGEND AND
ABBREVIATIONS.
2. REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHIC
SURVEY INFORMATION.
3. REFER TO LANDSCAPE PLANS FOR PLANTINGS.
4. 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.
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 AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN
THE EXISTING AND PROPOSED RIGHT-OF-WAY.
KEYNOTES
ASPHALT PAVEMENT - SEE DETAIL A ON SHEET G6.1
ASPHALT TO ASPHALT INTERFACE - SEE DETAIL D ON SHEET G6.1
SAWCUT EXISTING EDGE OF ASPHALT
MONOLITHIC CURB & WALK - SEE DETAIL G ON SHEET G6.1
CONCRETE CURB - SEE DETAIL J ON SHEET G6.1
EXPANSION JOINT w/SEALANT- SEE DETAIL E ON SHEET G6.1 (TYP.)
CONTROL JOINT - SEE DETAIL C & I ON SHEET G6.1 (TYP.)
HVAC UNIT PAD - SEE DETAIL H ON SHEET G6.1
TRANSFORMER PAD - SEE DETAIL H ON SHEET G6.1
LANDSCAPE AREA - SEE LANDSCAPE PLAN
DETENTION POND - SEE GRADING PLAN
DUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLANS
NEW LIGHT POLE & BASE - SEE ELECTRICAL PLANS
ASPHALT PATH - SEE DETAIL R ON SHEET G6.1
CONCRETE STOOP - SEE DETAIL F ON SHEET G6.1
CONCRETE BOLLARD - SEE DETAIL B ON SHEET G6.1
4" WIDE WHITE LINE (TYPICAL)
4" WIDE BLUE LINE (TYPICAL)
4" WIDE BLUE LINES @ 2'-0" O.C. DIAGONALLY - SEE DETAIL P ON SHEET
G6.1
PAINTED ADA SYMBOL - SEE DETAIL O ON SHEET G6.1 (TYP.)
ADA PARKING SIGN (TYPICAL AT EACH ADA PARKING SPACE) -
SEE DETAIL N ON SHEET G6.1
PRECAST PARKING BUMPER - SEE DETAIL L ON SHEET G6.1
KEYNOTE HAS BEEN REMOVED
ADA RAMP - SEE DETAIL Q ON SHEET G6.1
BICYCLE RACK - SEE DETAIL H ON SHEET L1.3
10' WIDE MULTIUSE PATH. SEE DETAIL R ON SHEET G6.1
HEAVY DUTY ASPHALT PAVEMENT - PAVEMENT SECTION TO COMPLY
WITH CITY OF CARMEL STANDARDS FOR PRIMARY ARTERIAL
4" THERMOPLASTIC SOLID WHITE LINE
4" THERMOPLASTIC DOUBLE YELLOW LINE
3', COMPACTED AGGREGATE #37 SHOULDER, 6" DEEP.
(SHOULDER SECTION TO COMPLY WITH CITY OF CARMEL STANDARDS)
PAVEMENT TURN ARROW - SEE DETAIL M ON SHEET G6.1
PIV - SEE DETAIL A ON SHEET SU4.2
SANITARY LIFT STATION
MILL EXISTING PAVEMENT 1.5" AND RESURFACE WITH 1.5" HMA
SURFACE, 9.5 mm, PER CITY OF CARMEL STANDARDS.
RELOCATED STOP SIGN - SIGN TO COMPLY WITH LATEST EDITION OF
THE MUTCD.
RELOCATED MAILBOXES
TEMPORARY HAUL ROAD. SEE DETAIL S ON SHEET G6.1
RELOCATED SPLIT RAIL FENCE
TEMPORARY CONSTRUCTION FENCE
24' ACCESS GATE
PUBLIC ACCESS EASEMENT
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INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what'sbelow.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
SITE LAYOUT PLAN
SCALE: 1"= 30'N
30 900 30 60
LEGEND
NEW BUILDING
NEW ASPHALT PAVEMENT
NEW CONCRETE SIDEWALK
ASPHALT MILL AND RESURFACE PLANNORTHN
WS ECOPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
CONSULTANT
PROJECT NUMBER: 2019199.00
INDOOR FACILITY
AT BADGER
FIELDS
CLAY TOWNSHIP
5459 E MAIN STREET
CARMEL, INDIANA
PROJECT ISSUE DATE: 06.08.2020
DRAWN BY: MTP
REV.
NO. DESCRIPTION DATE
11300453
SOI
STATE OF
ORPFE
S NEER N LA E N G IANAINIDERDAHC IIGS
No.
TERE
DA
C
NIK.N
DCONSTRUCTION DOCUMENTS
PROJECT MANAGER: CNK
ADDENDUM #1 6/25/2020
ADDENDUM #2 7/1/2020
ADDENDUM #3 7/8/2020
COC REVISIONS 10/5/2020
TLF, Inc.
3901 West 86th Street
Indianapolis, IN. 46268
Phone: 317-334-1500
Fax: 317-334-1552
TLF Project No. 2019-199
SITE LAYOUT PLAN NORTH
G2.2SEE SHEET G2.1 FOR CONTINUATION
10/22/20