HomeMy WebLinkAboutC100INGRESS/EGRESS EASEMENT
INST. #8907337 & 8907338
0.415AC±
16
CONTROL PT
Pennsylvania St.
Washington Blvd.
25' SEWER
ESMT.
INST. NO. 8604837
EX. BUILDING
EX. BUILDING
8.48' Gap by
descriptions
25' TEL. ESMT.
IN. #9334654
(Lies on top of sewer esmt.)
AREA INFORMATION:
GROSS AREA: 4.110 AC+/-
LESS EXCEPTION: 0.340 AC+/-
NET AREA: 3.770 AC+/-
G
12.0'
24'
10' STORM SEWER
ESMT. IN. #
9609623185
10' LANDSCAPE ESMT.
IN. #19909969306
NO BUILDINGS
ON SITE
20' UTIL. ESMT.
IN. #9609623186
RETENTION POND EASEMENT AREA 0.577 AC±
STORM SEWER EASEMENT AREA 0.065 AC±
DRAINAGE EASEMENT AREA 0.052AC±
STORM SEWER EASEMENT &
INGRESS/EGRESS EASEMENT OVERLAP
AREA 0.012 AC±
TOTAL ENCUMBERED
AREA BY EASEMENTS
FOR DRAINAGE OR
INGRESS/EGRESS:
1.097 AC±
C1
JOB#: SCB.002
SITE DEMOLITION PLAN
DATE: 11/06/20
DRAWN BY: RCW
(317) 251-1738 (FAX) 251-1923
INDIANAPOLIS, INDIANA 46220
6555 CARROLLTON AVENUE
www.rw-engineering.com
CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS
11585 N. PENNSYLVANIA STREET
PENNWOOD PROFESSIONAL
CARMEL, INDIANA
17
OFFICE PARK
EXISTING CONDITIONS &
PROJECT BENCHMARK: HAMILTON COUNTY CGS DISK (STATION NAME: Y 42)
SET IN A CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT
SOUTH OF 111TH STREET.
ELEV.=838.62 (NAVD 88)
BENCHMARK NOTE
05/13/21