HomeMy WebLinkAbout03100003 Hazel Dell Corner, Lot 4 Phase II Construction Plans Pg. DDATE.
10/03/)3
PROJECT NO..
904.007
DRAWN BY.
CWD
CHECKED BY:
JES
SHEET TITLE:
DEV:,LOPMENT PLAN
DRAWING FILES:
R:\904\007\D1h s \C102
XREF: 007BS
XREF: 005 -TAB'
XREF: R: \904 \t )5 \DWGS \06BSOV
XREF: R: \904 )5 \DWGS \904005TP
XREF: R: \904 V )5 \DWGS \OO5BS
SHEET NO.:
C 02
PROPOSED
D. U. E.
n2 NI T&
771.50 Gil
772 20 TC
771.70 GU
PROPOSED
BUILDING
DOOR 5,100 S.F.
FFE 772.50
DOOR
1772.501DOOR
I 0 73
81
772 20 TC °2 Q
77} 5 r-' 1�� 771
772 30 1��1.�. �0► 770.65 GU
1771.60 GU 771 90 TC
771.40 GU
771 65 TC
771.15. GU
ADJUST CAS11Nt TO
MATCH PROPO
GRADE
772 25 TC
771.75 GU
772.10 TC
771.60
772.08 TC
771.58 GU
0 TC
70 GU
1 25 TC
770 75 GU
.08 TG
85 TC
69 a TC
69.35 GU
9.90 T
770.60 TC
770 50 GU
5 TC
0.35 GU
772.38 TC
772 05 151
®i DOOR_......._
l 1�
IN 111/1
r
11 771,
IMIIIIIIIIIMIIIIIMilla 771.
_m ..gym -mm1. i
mil
on
1111141.2 TC
[fU Am
t ir
771.10 TC
770 60 GUT
772.25 .TC
771.75 GUT
772.50 T�
772.00 GUT
PROPOSED
D.' &,U, E.
772 20 TC ME
771 70 GU ME
ME 770.64 TC
ME 770.64 GU
771 13 TC
770 63 GUT
GRESS EGRESS EASE
770 25 TC
769.75 GUT
769 81 TC
759.31 GU
98 9
RELOCATE DOMING SWALE AS NEEDED
FOR PARKING CONSTRUCTION. MAINTAIN
POSITIVE DRAINAGE TO POND.
769 44 TC
768 94 GU
INSTALL TEMPORARY STONE PATH
5EE DETAIL .ON SHEET C101, EXTEND
EXISTING PATH ON 131st ST.
INSTALL TEMPORARY STONE PATH;
SEE DETAIL ON SHEET C101
HOLEY MOLEY SAYS
c DON'T
DIG
BLIND"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -5544
CALL TOLL FREE
PER 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.
ASSUMED NORTH
SCALE: 1"=30'
SPECIAL NOTES FOR DOWNSPOUTS:
1. ALL DOWNSPOUTS SHALL BE CONNECTED INTO THE
STORM SEWER SYSTEM.
2. ALL DOWNSPOUT CONNECTIONS SHALL BE PVC -SDR 35
SEWER GRADE PIPE WITH EACH RUN TERMINATING IN
A TYPE II CLEANOUT EXTENDED TO FINISH GRADE.
3. DOWNSPOUT PIPING SHALL BE 6" FOR 2 OR LESS
DOWNSPOUTS OR 8" FOR 3 OR MORE DOWNSPOUTS.
ALL PIPES SHALL HAVE A SLOPE OF 1% OR GREATER.
4. ALL DOWNSPOUT PIPES SHALL HAVE A MINIMUM
OF 3' OF COVER.
5. ALL DOWNSPOUT TRENCHES SHALL BE BACKFILLED
WITH COMPACTED GRANULAR BACKFILL.
6. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS
AND BOOT DETAILS.
PRIVATE
UTILITIES CARMEL
GAS ELECTRIC
Indiana Gas Company
15900 Allisonville Road
P.O. Box 1700
Noblesville, IN 46060
(317) 776 -5533
TELEPHONE CABLE TV
Ameritech
5858 North College Avenue
Indianapolis, IN 46220
(317) 252 -4275
WATER STREETS
Carmel City Utilities
I Civic Square
Carmel, IN 46032
(317) 571 -2442
Cinergy
1441 South Guilford
P.O. Box 876
Carmel, IN 46032
(317) 581 -3040
Jones Intercable
516 East Carmel Drive
P.O. Box 668
Carmel, IN 46032
(317) 848 -4726
STORM SEWER SANITARY SEWER
Carmel City Utilities
1 Civic Square
Carmel, IN 46032
(317) 571 -2442
PRIVATE
Utility Hotline: within Indiana 1- 800 382 -5544
outside indiana 1- 800 428 -5200
T.B.M. 2
T.B.M. 3
NOTE:
NOTE
The size and location of utilities are per plans and locations provided by the
respective utility companies. All utility companies shall be notified prior to any
excavation for field location of services.
IBIENCIEMAJR.K_
5/8" REBAR WITH RED CAP AT DELAWARE COMMONS
SUBDIVISION CONTROL POINT 1005
ELEV.- 779.91
BRONZE DISK ON TOP OF SOUTHWEST CORNER BRIDGE
WALL OVER MITCHENER DITCH ON HAZEL DELL RD.
STAMPED "HAMILTON COUNTY GEODETIC CONTROL" 2.5
FEET ABOVE SIDEWALK.
ELEV.- 769.39
T.B.M. 3 ELEVATION WAS BASED FROM ADJOINING
SUBDIVISION AND DOES NOT REFLECT H.C. PUBLISHED DATA.
GrIEINDERA NKCYT1ES
1. ALL TOPSOIL AND VEGETATION SHALL BE STRIPPED AND
PLACED IN TOPSOIL MOUNDING AREAS SHOWN ON THE PLANS.
FINAL HEIGHT OF MOUNDS CAN BE ADJUSTED TO BALANCE
EARTHWORK ON SITE.
2. CONTRACTOR SHALL PROVIDE AND COORDINATE ALL UTILITY
CONNECTIONS TO THE BUILDING. LOCATIONS OF INDIVIDUAL
SERVICE CONNECTIONS AND EQUIPMENT SHALL BE VERIFIED
BY THE CONTRACTOR BASED ON THE MECHANICAL PLANS.
3. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR
TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING
TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCON-
TRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE
VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH
UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL
NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY
CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR
IN FIELD BEFORE WORK IS STARTED OR RESUMED.
4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
5. ALL UTILITY COMPANIES SHOULD BY NOTIFIED PRIOR TO ANY
EXCAVATION FOR FIELD LOCATION OF SERVICES.
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED
IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR
WORKER SAFETY.
7. CONTRACTOR SHALL COORDINATE WITH OWNER TO INSURE PROPER
TESTING FOR ALL SOIL COMPACTION AND RELATED ITEMS AS
SPECIFIED BY AN INDEPENDENT TESTING AGENCY.
(000.00)
1000.001
1000.00
Existing Storm Sewer
New Storm Sewer
Storm Structure Number
Subsurface Drain (ssD)
Existing Sanitary Sewer
New Sanitary Sewer
(Laterals are shown for reference only)
Sanitary Structure Number
Existing Contour
Existing Elevation
Proposed Finish Grades
Proposed Pavement Grades
Swale Grade
Swale Flowline(I{)
Flow Arrow
Utility Drainage Esmt.
Building Setback Line
Existing Water Main
New Water Main
Existing Fire Hydrant
New Fire Hydrant
Existing Water Valve
New Water Valve
New Gas Main
New Electric Line
New Electric Telephone,
and Cable Tel Lines
New Telephone Line
Existing Utility Pole
Existing Trees
Existing Fence
\G c, ISTE,(?:1
No.10100357
0 STATE OF
1 4 DI ANP��
DA 10/03/03
THIS DRAWN AND THE IDEAS, DESIGNS AND
CONCEPTS CON AINED HEREIN ARE THE EXCLUSIVE
INTELLECTUA PROPERTY OF THE SCHNEIDER
CORPORATIOI AND ARE NOT TO BE USED OR
REPRODUCED, N WHOLE OR IN PART, WITHOUT
THE WRITTE CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
Architecture
Civil Eno veering
Environrr ental Engineering
Geotechr ical Services
GIS LI'
Home B ilder Services
Interior )esign
Land Su veying
Landscal e Architecture
Transpor ation Engineering
Schneider
THE SCHNEIDER CORPORATION
Historic ort Harrison
8901 Ot 3 Avenue
Indianavlis, IN 46216 -1037
Telephor 317.826.7100
Fax: 31 826.7200
www.schl eidercorp.com
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