HomeMy WebLinkAboutG2_Site PlanFUTURE SOCCER FIELD
29.9'
34' 81' 443'22 SPACES @ 9'-0" = 198'19' 28' 19' 19' 24'30' 28' 19'
R6'18' 25'
22' 24' 35' 7' 18 SPACES @ 9'-0" = 162' 20' 8'8'
567'
R3'36.2' 5'18'
38.5'8'11' 5'38.5'8' 11' 5' 271.90'25' 19' 19'
R6' R6'
R35'
96' 8' 8'29 SPACES @ 9'-0" = 261'2 @ 8'= 16'2 @ 8'= 16'2 @ 8'= 16' 2 @ 8'= 16' 21.2'3.9'14' 22.7'19'7'R5'
R6' R6' R6'
R6' R6'18' 36' 18'5'R5' R5'
R10'
11' 5' R35'
R10'
6
6TYP.
TYP. PROPOSED 50' DRAINAGE& UTILITY EASEMENT24.00'1
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13 13 13
14
10
5
13
17
17
1313 13
10
1
9
10
5
13
14
15 15
12
1
1
4
16
13
17
10
14
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15
8
14
8
15 15
14
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14
15 15
4
4
17
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15
4
1
5
10
13
7
10 10
25
1 1
17
2
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5 5
4
101010 10
10 10
1010 10
33
10
32
5
5
5
5
5
5
37
37
37
22
34
VARIES
39
40
39
PHASE 1 PAVING LIMITS
LIMITS OF NEW PAVING
39 120.00'27
27
LIMITS OF NEW PARKING
LOT CONSTRUCTION
35.0'12.0'1
2
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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3
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5
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9
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41
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
PARKING SUMMARY - PROJECT AREA
STANDARD PARKING SPACES 330
ADA PARKING SPACES
EXISTING
0
PROPOSED TOTAL
PARKING SPACES
TOTAL
114
4 4
444
SURFACE AREA SUMMARY
IMPERVIOUS AREA ADDED
IMPERVIOUS AREAS 1.53 ACRE
TOTAL AREA
PERVIOUS AREAS
EXISTING
PERCENTAGE IMPERVIOUS AREA
DEVELOPED
(BUILDINGS, PAVEMENT, SIDEWALK)
(LAWN, LANDSCAPE, STONE, PLAYGROUND)
10.98 ACRE
11.74 ACRE 3.96 ACRE
13.27 ACRE
9.45 ACRE
11.5% 80.3%
13.67 ACRE
21
21
21
22
22
20
20
19
19
19
20
20
24
24
25
5'8' 8'2 @ 8'= 16'2 @ 8' = 16' 18
18
NEW BUILDING
154,272 SFT.
BUILD LIMIT LINE - EDGE OF TREELINE AND SLOPE 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 IANAINI DERDAHC IIGS
No.
TERED
A
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
SITE LAYOUT PLAN SOUTH
G2.1
19'
SEE SHEET G2.2 FOR CONTINUATION
10/22/20