HomeMy WebLinkAboutC10.0 SITE PLAN NORTHSHELBORNE ROADR
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PLOT SCALE: 1:1 EDIT DATE: 8/30/21 - 4:54 PM EDITED BY: MJACKSON DRAWING FILE: Z:\PROJECTS\2020\0113 - ISLAMIC LIFE CENTER\2. DESIGN\CAD\C8 SITE PLAN SOUTH.DWGPRINT DATE: 8/31/21PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST
THE LAW TO EXCAVATE WITHOUT NOTIFYING THE
UNDERGROUND LOCATION SERVICE TWO (2)
WORKING DAYS BEFORE COMMENCING WORK.
BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION
PROVIDED BY CENTRAL STATES CONSULTING,LLC. PROJECT
NUMBER 20-043, DATED 06/07/2020.
EXISTING LEGEND
C10
SITE PLAN NORTH
A.ASPHALT PARKING
B.VERTICAL CONCRETE CURB
C.FLUSH CURB
D.TAPERED CURB TERMINATION
E.HANDICAP RAMP
F.4" WHITE-LINE ASPHALT STRIPING
G.4" BLUE-LINE HANDICAP STRIPING
H.STRIPED CROSSWALK
I.PARKING BUMPERS
J.BIKE RACKS
K.REFER TO MEP SHEETS FOR COORDINATION OF CONDENSERS,
ELECTRICAL TRANSFORMER AND CABINETS
L.GROUND SIGN. SEE DETAIL D+E/A9
M.GAS AND ELECTRIC STUB FOR OUTDOOR GRILL. COORDINATE
WITH MEP PLANS
N.WINDOW WELL. SEE ARCHITECTURAL
O.EXTERIOR STAIR TO L.L. SEE ARCHITECTURAL
P.POLE LIGHT & CONCRETE BASE
Q.30' FLAG POLE
R.ASPHALT MULTI-USE PATH (10')
S.DETENTION POND (SEE GRADING PLAN)
T.ROLLED CONCRETE CURB (SEE SITE DETAIL)
U.OUTLET CONTROL STRUCTURE (SEE UTILITY DETAIL)
V.FIRE HYDRANT ASSEMBLY
W.FIRE DEPARTMENT CONNECTION
X.DUMPSTER ENCLOSURE. SEE DETAIL A+B/A4
Y.SETBACK LINE
Z.FUTURE R/W ROAD IMPROVEMENT
AA.SUBSURFACE DRAIN TO BE ADDED UNDER SURFACE DRAIN
AB.TIMBER GUARDRAIL (SEE SITE DETAIL)
AC.1500 GREASE TRAP(SEE MEP PLANS FOR DETAILS)
AD.PROPOSED WALL DESIGNED (SEE SITE DETAILS)
AE.CONCRETE SWALE (SEE SITE DETAILS)
AF.24" SAMPLE PORT( SEE UTILITY DETAILS)
AG.CURB TURNOUT
KEYNOTES
SITE LEGEND
LIGHT DUTY ASPHALT PAVEMENT
MULTI-USE PATH ASPHALT
PAVEMENT
CONCRETE
GRAVEL
ADA ACCESSIBLE
PARKING SPACE
RIGHT-OF-WAY PAVEMENT. SEE C-11
CARMEL STANDARD DETAIL 10-22
SITE DATA
SITE ZONING:S-1 SPECIAL USE
PROJECT AREA:5.83 Acres
BUILDING AREA:±13,710 SF
STANDARD PARKING: 104
HANDICAP PARKING PROVIDED
(includes 6 van accessible spaces)6
TOTAL PROPOSED PARKING PROVIDED 110 ISLAMIC LIFE CENTER14120 Shelborne Road, Carmel IN 46074Al Salam FoundationBENCHMARK DATA
DRAWN BY:CHECKED BY:TMJ 6280 N. Shadeland Avenue, Suite AIndianapolis, IN 46220Phone: (317) 598-6647 | www.theveridusgroup.comPROJECT NO.: 2020.0113
LEE 4 RESET ELEVATION 910.53 (NAVD 88)
A DNR TABLET FOUND IN TOP OF THE CONCRETE POST 15.3 FEET EAST OF
THE CENTERLINE OF SHELBORNE ROAD AND 1500 FEET SOUTH OF THE
ORIGINAL CENTERLINE OF 146TH STREET.
CSC TBM #156 ELEVATION 912.83
A 5/8" CAPPED REBAR SET ±12 FEET EAST OF THE CENTERLINE OF
SHELBORNE ROAD, ALSO ±760 FEET NORTH OF THE CENTERLINE OF 141ST
STREET.
CSC TBM #151 ELEVATION 912.59
A MAGNAIL WITH WASHER STAMPED "TSC CPT" FOUND AT THE END OF AN
ASPHALT PATH, ALSO ±335 FEET WEST OF THE CENTERLINE OF SHELBORNE
ROAD, ALSO ±25 FEET NORTH OF THE CENTERLINE OF 141ST STREET.
MWJ
LEGEND:
C. O.
GENERAL NOTES
1.ANY DISCREPANCY IN THE PLANS SHALL BE IMMEDIATELY REPORTED
TO THE ENGINEER FOR REVIEW.
2.ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS AS
APPROPRIATE.
3.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT (EOP) OR FACE OF
CURB, UNLESS NOTED OTHERWISE.
4.ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL,
WHERE APPLICABLE.
5.ALL DIMENSIONS ARE PARALLEL WITH OR PERPENDICULAR TO BASE
LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED
OTHERWISE.
6.CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
START CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN
THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY.
7.CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL UTILITIES AND
ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY
ENGINEER IMMEDIATELY IF ANY DISCREPANCY IS DISCOVERED. ANY
DAMAGE TO EXISTING FACILITIES WILL BE CORRECT AND PAID BY
THE CONTRACTOR.
8.CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM NEW
AREAS TO EXISTING FEATURES AS NECESSARY.
9.ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING OR
IF LEFT UNDISTURBED FOR MORE THAN 7 DAYS UNLESS OTHERWISE
NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4” OF
TOP SOIL.
10.ALL UTILITY TRENCHES UNDER AND WITHIN 5 FEET OF PAVEMENT
SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL.
11.ALL SIDEWALKS SHALL COMPLY WITH ADA STANDARDS, WITH A
MAXIMUM CROSS SLOPE OF ¼ FT. & MAXIMUM LINEAR SLOPE OF
1:20.
12.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE
PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. IF A
CORNER MONUMENT IS MOVED OR DAMAGED, CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER OR SURVEYOR OF RECORD.
13.CONCRETE CONTRACTION, OR CONSTRUCTION JOINTS, SHALL BE
SAWN JOINTS PERFORMED WITHIN 24 HRS. OF THE ORIGINAL FINISH.
CONCRETE JOINTS TO BE PROVIDED IN ACCORDANCE WITH ACI
GUIDELINES.
14.HORIZONTAL LAYOUT PLAN FOR CONSTRUCTION STAKING TO BE
PROVIDED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
15.ALL CONCRETE CURBS SHALL BE EITHER METAL FORMED OR
MACHINE EXTRUDED CURBS. SEE SPECIFICATIONS.
16.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 WITHIN THE EXISTING AND PROPOSED
RIGHT-OF-WAY.
0'30'60'
SCALE: 1"=30'