HomeMy WebLinkAboutC01 Cover SheetPrepared For:REVISIONSDATENO.BENCHMARK DESIGN BY: K. SACKPROJECT NO.:DATE:DRAWN BY:JANUARY 28, 2022K. SACK21-052LOCATION MAP
SCALE:NONEJ. MILLERCHECKED BY:FINAL ENGINEERING PLANS
AT
FOR
10920 N. MICHIGAN ROAD
CITY OF CARMEL
OBERWEIS-CARMEL, IN
SITE LOCATION DXU ARCHITECTS412 S. Wells StreetChicago, IL 60607Prepared By:
PROPOSEDEXISTING
LEGEND
DESCRIPTION
INDEX
CIVIL ENGINEERING PLANS REVISIONS
1 2 3 4 5 6 7
C-1 COVER SHEET X
C-2 GEOMETRIC PLAN X
C-3 GRADING PLAN X
C-4 ACCESSIBLE ROUTE GRADES AND DETAILS X
C-5 UTILITY PLAN X
C-6 STORMWATER POLLUTION PREVENTION
PLAN-PHASE I
X X
C-7 STORMWATER POLLUTION PREVENTION
PLAN-PHASE II
X X
C-8 STORMWATER POLLUTION PREVENTION
DETAILS AND SPECIFICATIONS
X X
C-9 PROJECT DETAILS X
C-10 PROJECT DETAILS X
C-11 PROJECT DETAILS
C-12 PROJECT SPECIFICATIONS
C-13 PROJECT SPECIFICATIONS X
SUPPORTING DOCUMENTS REVISIONS
1 2 3 4 5 6 7
1 of 2 ALTA/NSPS LAND TITLE SURVEY
2 of 2 ALTA/NSPS LAND TITLE SURVEY
L-1 LANDSCAPE PLAN X
1 of 1 PHOTOMETRIC PLAN
1 of 1 FIRE TRUCK CIRCULATION PLAN X
HAMILTON COUNTY, INDIANA
OBERWEIS-CARMEL, IN10920 N. Michigan RoadCarmel, IndianaCOVER SHEETC-1COVER SHEET
NOTE: THE DESIGNS CONTAINED IN THE ABOVE PLANS AND SUPPORTING DOCUMENTS WERE PREPARED
WITH THE UNDERSTANDING THAT THEY WOULD BE USED AS A WHOLE PLAN SET. EACH CONSTRUCTION
DISCIPLINE IS TO USE ALL THE PLANS AND SUPPORTING DOCUMENTS TOGETHER AS A WHOLE AND NOT AS
SEPARATE DOCUMENTS. EACH CONTRACTOR IS TO BECOME COMPLETELY FAMILIAR WITH THE WHOLE
PLAN SET AND THE EXISTING SITE CONDITIONS. SHOULD ANYTHING WITH ALL THESE PLANS AND
SUPPORTING DOCUMENTS BE INCONSISTENT WITH THE SITE CONDITIONS THEN THE CONTRACTOR IS TO
CONTACT THE ENGINEER IMMEDIATELY BEFORE ANY CONSTRUCTION IS STARTED.
SECTION:6 TOWNSHIP:RANGE:17N 3E
N
SNW NESESW
STATE OF ILLINOIS)
SS
COUNTY OF KANE)
I, JEFFREY C. MILLER, A LICENSED PROFESSIONAL ENGINEER OF INDIANA, HEREBY
CERTIFY THAT THESE CIVIL ENGINEERING PLANS, NOT THE SUPPORTING DOCUMENTS,
AS LISTED IN THE INDEX, HAVE BEEN PREPARED BY WATERMARK ENGINEERING
RESOURCES, LTD. UNDER MY PERSONAL DIRECTION. THESE PLANS ARE INTENDED TO
BE USED AS AN INTEGRAL PART OF THE PROJECT SPECIFICATIONS AND CONTRACT
DOCUMENTS.
DATE:
INDIANA LICENSED PROFESSIONAL ENGINEER NO. PE60900312.
MY LICENSE EXPIRES ON 07-31-2022.
UNLESS THIS DOCUMENT BEARS ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE
DESIGN ENGINEER, IT IS NOT A VALID DOCUMENT.
Know what's Below
Call before you dig.
.watermark-engineering.com | 2631 Ginger Woods Pkwy | Aurora, IL 60502 | (630) 375-1800SEA Group, Land Surveyors
ORIGINATING BENCHMARK ESTABLISHED WITH TRIMBLE GPS SURVEY GRADE EQUIPMENT AND INDIANA
CORS NETWORK.
HTTP://INCORS.IN.GOV/DEFAULT.ASPX
ELEVATIONS NAVD '88
HORIZONTAL INDIANA STATE PLANE EAST ZONE.
TBM #1 = CUT CROSS IN CONCRETE WALK LOCATED ON NORTH EDGE OF SITE, APPROXIMATELY 40-FEET
WEST OF CURB INLET #6018. ELEV = 899.67 N: 1711561.70 E: 167343.81
TBM #2 = CUT CROSS IN CONCRETE WALK LOCATED EAST OF THE SITE, APPROXIMATELY 18-FEET NORTH OF
A CURB INLET. ELEV = 902.74 N: 1711452.98 E: 167552.58 PER INTERNAL REVIEW2/07/20221LAND DESCRIPTION
OWNER:
THE OBERWEISS GROUP, INC.
JOE OBERWEIS
951 ICE CREAM DR.
NORTH AURORA, IL 60542
630-801-5307
JOE.OBERWEIS@OBERWEIS.COM
PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST IN CLAY
TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER OF SAID SECTION 6;
THENCE SOUTH 00 DEGREES 23 MINUTES 46 SECONDS WEST ALONG THE WEST LINE OF SAID
SOUTHWEST QUARTER, 654.42 FEET TO THE SOUTHWEST CORNER OF 20170011576 AS RECORDED IN THE
OFFICE OF THE RECORDER OF HAMILTON COUNTY; THENCE NORTH 85 DEGREES 57 MINUTES 21
SECONDS EAST ALONG THE SOUTH LINE OF SAID INSTRUMENT, 342.74 FEET TO THE WEST RIGHT OF WAY
LINE OF U.S. 421 AS RECORDED IN INSTRUMENT NUMBER 200000007274; THENCE SOUTH 11 DEGREES 46
MINUTES 03 SECONDS EAST ALONG SAID WEST RIGHT OF WAY LINE, 152.17 FEET TO THE POINT OF
BEGINNING: THENCE CONTINUING SOUTH 11 DEGREES 46 MINUTES 03 SECONDS EAST ALONG SAID WEST
RIGHT OF WAY, 1.48 FEET; THENCE SOUTH 13 DEGREES 12 MINUTES 49 SECONDS EAST ALONG SAID
WEST RIGHT OF WAY, 121.42 FEET; THENCE NORTH 89 DEGREES 36 MINUTES 03 SECONDS WEST 402.66
FEET TO A POINT ON AFORESAID WEST LINE; THENCE NORTH 00 DEGREES 23 MINUTES 46 SECONDS EAST
ALONG SAID WEST LINE 161.59 FEET; THENCE SOUTH 89 DEGREES 36 MINUTES 14 SECONDS EAST 56.00
FEET TO A NON-TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET AND BEING
SUBTENDED BY A LONG CHORD BEARING NORTH 45 DEGREES 24 MINUTES 00 SECONDS EAST A CHORD
DISTANCE OF 28.28 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 31.42
FEET; THENCE SOUTH 89 DEGREES 36 MINUTES 14 SECONDS EAST 1.24 FEET TO A CURVE TO THE RIGHT
HAVING A RADIUS OF 118.00 FEET AND BEING SUBTENDED BY A LONG CHORD BEARING SOUTH 82
DEGREES 03 MINUTES 29 SECONDS EAST A CHORD DISTANCE OF 30.99 FEET; THENCE SOUTHEASTERLY
ALONG SAID CURVE AN ARC DISTANCE OF 31.08 FEET; THENCE SOUTH 74 DEGREES 30 MINUTES 38
SECONDS EAST 150.83 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF 182.00 FEET AND BEING
SUBTENDED BY A LONG CHORD BEARING SOUTH 88 DEGREES 57 MINUTES 35 SECONDS EAST A CHORD
DISTANCE OF 90.83 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 91.79
FEET; THENCE SOUTH 58 DEGREES 24 MINUTES 21 SECONDS EAST 34.33 FEET TO THE POINT OF
BEGINNING, CONTAINING 1.355 ACRES, MORE OR LESS.
EXCEPTING THEREFROM:
INST. #2021068208
56 FEET BY PARALLEL LINES OFF THE ENTIRE WEST SIDE OF THE LAND DESCRIBED IN INSTRUMENT
NUMBER 2020076360 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, CONTAINING 0.21
ACRES, MORE OR LESS.
CONTACT INFORMATION
PROPOSED PROJECT ZONING: B-3 DISTRICT
EXISTING PROPERTY TO NORTH ZONING: B-3 DISTRICT
EXISTING PROPERTY TO SOUTH ZONING: B-3 DISTRACT
EXISTING PROPERTY TO EAST ZONING: B-2 DISTRICT
EXISTING PEROPERTY TO WEST ZONING: CITY OF ZIONSVILLE
ZONING DISTRICT INFORMATION
PROPOSED PROJECT ZONING: B-3 DISTRICT
FRONT YARD SETBACK: 60' MIN., 120' MAX.
SIDE YARD SETBACK: 30' (CORNER LOT)
REAR YARD SETBACK: 30' (CORNER LOT)
BUILDING SETBACK DISTANCE INFORMATION
PROPOSED SITE TOTAL DISTURBANCE AREA = 43,225 S.F. (0.99 AC.)
SITE TOTAL DISTURBANCE AREA PER CITY AND TRICO REVIEWS4/06/20222DEVELOPER:
DXU ARCHITECTS
ERIC LONGORIA, PROJECT MANAGER
412 S. WELLS STREET, 2ND FLOOR
CHICAGO, IL 60607
312-955-0334
ELONGORIA@DXUARCH.COM
4/6/2022