HomeMy WebLinkAboutC4.0 SITE PLANPROPOSED BUILDING
±21,633 GSF
FFE = 907.90
HARLESTON STREET
TOWNE ROADA
18'25'18'10'11.6'20'25.7'15'5'22.2'9'18'
5'25'
10' FRONT SETBACK
10' FRONT SETBACK10' REAR SETBACK
63' (7 SPA. @ 9')81' (9 SPA. @ 9')
48.2'
3'
18' (2 SPA. @ 9')
63' (7 SPA. @ 9')63' (7 SPA. @ 9')72' (8 SPA. @ 9')
15'
9'13.8'
OUTDOOR GARDEN CENTER
(SEE ARCHITECTURAL PLANS)
A
B
D
BB
B
B
DD
D
D
D D D
C
C
J
(TYP)
J
(TYP)
J
(TYP)
J
(TYP)
J
(TYP)
J
(TYP)R10'30' LANDSCAPE BUFFERD
D
D D
D D
D
J
(TYP)
9'
F
F
G
G GGH
H
H
I I
I
I
9'18'
E
M
N
LL
LL
L
L
O
O
P P P
Q8'R68'R60'R
O
K
R
9'27' (3 SPA. 9')9'9'9'9'R4.5'R
4
.
5
'
PROPOSED 25'
ACCESS EAEMENT
PROPOSED LOT
LINE
M
D
D
D
D D
D
SEE GRADING PLAN FOR
CURB TRANSITION TO
FLUSH CURB
R30'
B
C
R3
0
'
B
C
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
CONSTRUCTION LIMITS
(TYP)
17.8'9'8.5'17.8'9.5'R5'R
4
.
5
'
PROPOSED
BMP EASEMENT
19.1'18'5'4.2'
9'18'R2.5'R
3
0
'
B
C
R48
.
5
'
R3'
53.8'
54.1'
R3'
R1
0
'R4'B
B
D
D
C
D
EXISTING MEDIAN TO BE CLOSED.
CONFIRM CURB TYPE TO MATCH
EXISTING BEFORE CONSTRUCTION
PC
S
S
S
S
EXISTING GATE TO REMAIN FOR
EMERGENCY ACCESS ONLY
EXISTING GATE TO REMAIN FOR
EMERGENCY ACCESS ONLY
17.3'73.6'72' (8 SPA. @ 9')9'
5'
T
R
4
'
F
U
D
O
O SITE PLANC4.0
SITE PLAN NOTES:
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING,
THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE
CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
2.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION
AREA PRIOR TO STARTING CONSTRUCTION.
3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND
COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY
COMPANIES.
4.ALL CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN
COMPLIANCE WITH MOST CURRENT APPLICABLE OSHA STANDARDS FOR
WORKER SAFETY.
5.ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO FACE OF CURB
OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING
ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL.
6.EXISTING PAVEMENT TO BE SAW CUT IN ALL AREAS WHERE INDICATED NEW
PAVEMENT TO JOIN EXISTING PAVEMENT.
7.THE EDGE OF THE EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY
SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT
PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT.
8.ALL CONSTRUCTION JOINTS SHALL BE SAWN, CLEANED OF DEBRIS, BLOWN
DRY AND IMMEDIATELY SEALED WITH THE APPROPRIATE SEALANT
ACCORDING TO MANUFACTURER'S DIRECTIONS.
9.ALL PARKING STRIPES ARE TO BE 4" WHITE PAINT. ADA PARKING AREAS AND
ACCESS AISLES TO BE 4" BLUE PAINT.
10.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY.
SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION.
11.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING
DIMENSIONS.
12.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO
APPLICABLE LOCAL STANDARDS, MUTCD AND INDOT SPECIFICATIONS.
13.ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR
DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR
REDESIGN MAY OCCUR.
14.CONTACT ENGINEER IF ADDITIONAL DIMENSIONS ARE NEEDED FOR
CONSTRUCTION.
15.SEE STRUCTURAL PLANS FOR DETAILS OF CONCRETE STOOPS TO BE
CONSTRUCTED OUTSIDE BUILDING AT ENTRY POINTS. ALL STOOPS TO BE 5'X5'
UNLESS NOTED OTHERWISE.
A.INTEGRAL CURB AND WALK
B.CONCRETE SIDEWALK
C.CONCRETE CURB AND GUTTER, TYPE II
D.CONCRETE CURB AND GUTTER, TYPE III
E.6" CONCRETE STRAIGHT CURB
F.ACCESSIBLE PARKING SPACE AND ADA SYMBOL (BLUE PAINT STRIPING)
G.ACCESSIBLE RAMP W/ DETECTABLE WARNING SURFACE
H.ACCESSIBLE PARKING SIGN
I.PRECAST CONCRETE WHEELSTOP
J.PARKING STRIPING (4" SOLID WHITE LINE)
K.BIKE RACK (INVERTED "U" SHAPE)
L.VILLAGE OF WEST CLAY DECORATIVE LIGHT
M.TRANSFORMER PAD (COORDINATE WITH UTILITY COMPANY)
N.DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS)
O.CURB TAPER
P.DEPRESSED CURB AND GUTTER
Q.CONNECT TO EXISTING SIDEWALK
R.EXISTING FIRE HYDRANT TO BE REMAIN AND BE PROTECTED. ADJUST TO GRADE
S.LIGHT POLE (REFER TO ELECTRICAL PLANS FOR DETAILS)
T.CONNECT SIDEWALK TO EXISTING SIDEWALK OF ADJACENT DEVELOPMENT.
CONTRACTOR TO REMOVE FENCE SECTION AND INSTALL GATE. COORDINATE WITH
OWNER ON GATE TYPE AND SECURITY.
U.CROSSWALK LANE STRIPING
STANDARD DUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
RIGHT-OF-WAY PAVEMENT
CONCRETE PAVEMENT
SIDEWALK PAVEMENT
LEGEND:
SITE SUMMARY:
SITE AREA ±1.76 ACRES
IMPERVIOUS AREA ±1.30 ACRES (73% COVERAGE)
ZONING PUD
REQUIRED PARKING SPACES 1 SPA./300 SF+1 SPA./500 SF EXTERIOR AREA
= 72+8 = 80 SPACES
PROPOSED PARKING SPACES 85 (INCLUDING 4 ADA SPACES)
REQUIRED BICYCLE SPACES 2
PROPOSED BICYLCE SPACES 2
KEYNOTES:3850 Priority Way South Drive, Suite 110Indianapolis, IN 46240Phone: (317) 779-2194NO.DATEREMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWAREVillage of WestClay2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C4.0 GM
SCALE 1" = 20'
200 40
N
R
CERTIFIED BY106/06/2023REVISIONS PER TAC REVIEW207/07/2023ADDENDUM 2307/07/2023ISSUED FOR CONSTRUCTION407/25/2023BULLETIN 2CITY OF CARMEL NOTES:
1.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 RELATED TO WORK WITHIN THE
EXISTING AND PROPOSED RIGHT-OF-WAY.
2.SIDEWALK JOINTING PATTERNS SHALL MATCH CURRENTLY ESTABLISHED
PATTERNS. BUILDER TO COORDINATE FINAL LAYOUT WITH THE OWNER'S
ASSOCIATION.