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ATTN: CHAD MILLER
(317) 776-5590
TELEPHONE
m
AT&T
ATTN: WENDY NOBLE
6317) 610-5437
NORTH
WATER
CARMEL UTILITIES
20 0 10 20
ATTN: JASON STEWART
30 W. MAIN STREET; SUITE 220
CARMEL, IN 46032
(317) 571-2443
( IN FEET)
SEWER
1 inch - 20 ft.
TRICO REGIONAL SEWER UTILITY
ATTN: RYAN HARTMAN
7236 MAYFLOWER PARK DRIVE
ZIONSVILLE, IN 46077
LAND DESCRIPTION
(317) 844 9200
PART OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP
17 NORTH, RANGE 4 EAST IN HAMILTON COUNTY, STATE OF
INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE SOUTH LINE OF THE
SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH,
RANGE 4 EAST, SAID POINT BEING 764.45 FEET EAST OF THE
SOUTHWEST CORNER THEREOF; RUNNING THENCE NORTH 00
01' 20" EAST AND PARALLEL WITH THE WEST LINE OF SAID
QUARTER SECTION 534 48 FEET; THENCE SOUTH 00 01' 20"
ELECTRIC
N00°23'47"E 481.72'
+ +
+
+
ELEC. LINE EASEMENT
BOOK 233, PAGE 318 +
OH- H-ON HOH �i-OH OH-OH-O OH -OH -OH 0 OH- -0
CONSTR CTION 2 3
LIMITS= 04 S.F. m c
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TO GRADE
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STM- STM- STM- STM- STM- STM
3
-INGRESS/EGRESS EASEMENT
INST. NO. 1997031817
TBM #600
W. BOLT ON HYDRANT
ELEV:768.61
DUKE ENERGY
ATTN: DAMON DAVERS
16475 SOUTHPARK DRIVE
WESTFIELD, IN 46074
(317) 896-6704
DRAINAGE
CARMEL ENGINEERING DEPARTMENT
ONE CIVIC SQUARE
CARMEL, IN 46032
(317) 571-2441
HAMILTON COUNTY SURVEYOR
ATTN: STEVE CASH
ONE HAMILTON COUNTY SQUARE
NOBLESVILLE, IN 46060
(317) 776-8495
UTILITY LOCATE NOTE
INDIANA 811 FAILED TO LOCATE ALL EXISTING UTILITIES
ON AND/OR SURROUNDING THE SUBJECT SITE;
THEREFORE, CONTRACTOR IS RESPONSIBLE TO LOCATE
AND FIELD VERIFY ANY EXISTING UTILITIES BEFORE
COMMENCING WITH CONSTRUCTION. CIVIL SITE GROUP,
INC. CANNOT BE HELD RESPONSIBLE IF THE PROPOSED
IMPROVEMENTS INTERFERE WITH ANY EXISTING UTILITY
INFORMATION NOT SHOWN ON THESE PLANS.
WEST PARALLEL WITH SAID WEST LINE 534.48 FEET TO A TOPOGRAPHIC & BOUNDARY NOTE
POINT ON SAID SOUTH LINE; THENCE NORTH 89 59' 30" WEST
ALONG SAID SOUTH LINE 163.00 FEET TO THE POINT OF
BEGINNING; CONTAINING 2.00 ACRES MORE OR LESS.
DEVELOPMENT SUMMARY
TOTAL SITE AREA = 1.80 ACRES +/-
TOTAL DISTURBED AREA = 0.08 ACRES +/-
ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN
SHOWN PER AN EXISTING CONDITIONS BOUNDARY & TOPOGRAPHIC
SURVEY PREPARED BY KUHN & GUSTAFSON LAND SURVEYING DATED
10/10/2023 (JOB #: 230227); THEREFORE, CIVIL SITE GROUP, INC.
CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND
VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS.
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION.
'SAWCUT
LIMITS
STM- STM STM STM- STMCONSTRUCTION
LIMITS=301 S.F.
ELEV = 768.0± (EAST)
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NOTE
ALL ROADS MUST BE BROUGHT BACK TO
ORIGINAL OR BETTER CONDITION, INCLUDING BUT
NOT LIMITED TO STRIPING, CURB, & SIGNAGE.
TBM #601
CUT SQUARE
IN LP BASE
ELEV:768.76
DAY DRIVE
SS
GARAGE FLOOR
ELEV = 768.2± (NORTH)
CONSTRUCTION
LIMITS=124 S.F.
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N O N rn N SHALL BE ADJUSTED TO FINAL
N N EEDED TO BE FLUSH WITH FINISHED
O0 IDEWALK OR LANDSCAPE AREA.
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DEMOLITION NOTES
1. OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF 11. DEMOLISH CONCRETE, ASPHALT, AND MASONRY IN SMALL SECTIONS.
ITEMS OR STRUCTURES TO BE DEMOLISHED. CUT CONCRETE AND MASONRY AT JUNCTURES WHERE DEMOLITION ENDS
AND NEW CONSTRUCTION / IMPROVEMENTS BEGIN USING A MASONRY
2. ITEMS INDICATED TO BE REMOVED BUT OF SALVABLE VALUE TO SAW. DO NOT USE POWER DRIVEN IMPACT TOOLS.
CONTRACTOR MAY BE REMOVED AS WORK PROGRESSES.
12. COMPLETELY FILL BELOW -GRADE AREAS AND VOIDS RESULTING FROM
3. STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE DEMOLITION WORK. PROVIDE FILL CONSISTING OF APPROVED EARTH,
PERMITTED. GRAVEL OR SAND, FREE OF TRASH AND DEBRIS, STONES OVER 6°
FLOOD NOTE DIAMETER, ROOTS , TOPSOIL, AND OTHER ORGANIC MATTER.
4. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION
LEGEND:
-�---
PROPERTY BOUNDARY
- -
RIGHT-OF-WAY LINE
SAWCUT LIMITS
EXISTING EASEMENT
CONSTRUCTION LIMITS /
•-----------®
DISTURBED AREA
EXISTING CONTOUR
REMOVAL ITEM LOCATION
(DEMOLITION LIMITS)
•' �; :''
.r•
EXISTING CONCRETE
EXISTING FIRE HYDRANT
AS NEEDED TO PROTECT OWNERS PERSONNEL AND THE GENERAL PUBLIC
13. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM
EXISTING LIGHT POLE
FROM INJURY DUE TO THE DEMOLITION AREA.
DEMOLITION OPERATIONS FROM SITE. TRANSPORT AND LEGALLY DISPOSE
OF MATERIALS FROM SITE.
5. REPAIR ALL INCIDENTAL DAMAGE TO ADJACENT FACILITIES CAUSED
DEMOLITION NOTES:
BY GENERAL DEMOLITION AT NO ADDITIONAL COST TO OWNER.
14. IF HAZARDOUS MATERIALS ARE ENCOUNTERD DURING DEMOLTION
OPERATIONS, COMPLY WITH ALL APPLICABLE REGULATIONS, LAWS, AND
6. CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL
ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST
CITY OF CARMEL STANDARDS
O DEMOLISH EXISTING ASPHALT
IN A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS,
EXPOSURE OR ENVIRONMENTAL POLLUTION.
WHERE HOVE
WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES.
15. BURNING OF MATERIALS IS NOT PERMITTED ON PROJECT SITE.
CONTRACTOR TO CONSTRUCT ALL APPLICABLE SITE IMPROVEMENTS
O DEMOLISH &REMOVE EXISTING CONCRETE
7. DO NOT CLOSE, BLOCK OR OTHERWISE OBSTRUCT STREETS, WALKS,
TO THE CITY OF CARMEL'S CURRENT STANDARDS.
SIDEWALK (SAWCUT WHERE NECESSARY)
OR OTHER OCCUPIED OR USED FACILITIES WITHOUT WRITTEN PERMISSION 16. UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, O DEMOLISH &REMOVE EXISTING CONCRETE
AND/OR REQUIRED PERMITS FROM LOCAL JURISDICTION. PROVIDE EQUIPMENT, AND DEMOLISHED MATERIALS FROM SITE. REMOVE 3 CURB (SAWCUT WHERE NECESSARY)
ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF PROTECTION BARRICADES AND LEAVE SITE FREE OF DEBRIS.
REQUIRED BY GOVERNING JURISDICTION. ® REMOVE EXISTING GRAVEL / RIVER ROCK
EXISTING CONDITIONS NOTE 17. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED.
8. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED RETURN FACILITIES AND SURFACES TO REMAIN TO THEIR EXISTING
FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING FROM UTILITY CONDITION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK.
CONTRACTOR TO VERIFY ALL EXISTING COMPANY. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED. REVISION RECORD
CONDITIONS, INCLUDING UTILITIES AND 9. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER 18. INVESTIGATE BUILDING FOUNDATION FOR BASEMENT, CRAWL SPACE, REV DATE DESCRIPTION DES BY APP BY
DRAINAGE INFRASTRUCTURE BEFORE SUITABLE METHODS TO LIMIT DUST, DIRT, AND DEBRIS TO LOWEST AND OTHER BELOW GRADE AREAS. CONTRACTOR RESPONSIBLE TO FILL
COMMENCING WITH CONSTRUCTION. PRACTICAL LEVELS. COMPLY WITH GOVERNING REGULATIONS PERTAINING ALL BELOW GRADE AREAS WITH SUITABLE FILL MATERIAL TO 95% 1 12/05/23 REVISIONS PER T.A.C. REVIEW COMMENTS EAG EAG
CONTRACTOR TO NOTIFY ENGINEER OF TO ENVIRONMENTAL PROTECTION. STANDARD PROCTOR DENSITY (ASTM D-1557). 2 12/12/23 REVISIONS PER T.A.C. REVIEW COMMENTS EAG EAG
ANY DISCREPANCIES. 10. PERFORM SELECTIVE DEMOLITION WORK IN A SYSTEMATIC MANNER.
USE SUCH METHODS AS NECESSARY TO COMPLETE DEMOLITION SHOWN
ON DRAWINGS.
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No
e PE10403858 =
o STATE OF o
61-
DATE: 11 /09/23
DWN BY:
EAG
CHKD. BY:
EAG
SCALE:
1 = 20
DATE:
11 /01 /23
PROJECT NUMBER
GCC.004
DRAWING NUMBER
Cl 00
SHEET 2 OF 10