HomeMy WebLinkAbout81-01 C102 Development Planm
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HOLEY MOLEY SAYS
"DON'T
DIG
BUNDW
"ITS 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.
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 NTH EACH RUN TERMINATING IN
A TYPE U 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
1NTH COMPACTED GRANULAR BACKFILL.
6. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS
AND BOOT DETAILS.
UTILITIES - CARMEL
GAS ELECTRIC
k d m Gas Company
Cinef9y
15900 Alisonhile Rood
1441 South Guilford
P.O. Box 1700
P.O. Box 876
Noblesslle, IN 46060
Carmel, IN 46032
(317) 776 -5533
(317) 581 -3040
TELEPHONE CABLE TV
Ameritech Jones IntercoNe
5858 North College Avenue 516 East Carmel Drive
Indionopol'ls, IN 46220 P.O. Box 668
(317) 252 -4275 Cormel, IN 46032
(317) 848 -4726
STORM SEVER SANITARY SEVER
PRIVATE Carmel City Utilities
1Ca A Square IN 4032
(317) 571 -2442
WATER STREETS
Carmel City Utilities PRIVATE
I Chic Square
Carmel, IN 46032
(317) 571 -2442
Utility Hotline: within Indiana 1 -800- 382 -5544
outside Indiana 1 -800- 428 -5200
i
ASSUMED NORTH
SCALE: 1 » =30'
T.B.M. 2 5/8' REBAR WITH RED CAP AT DELAWARE COMMONS
SUBDIVISION CONTROL POINT 11005
ELEV.- 779.91
T.B.M. 3 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
NOTE: T.B.M. 3 ELEVATION WAS BASED FROM ADJOINING
SUBDIVISION AND DOES NOT REFLECT H.C. PUBLISHED DATA.
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.
M, � IZ � I 1 1101
I. 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.
1 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
U11UTY 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 SEVER 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 O.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.
II I c I=42-S'PIR
Existing Storm Sewer
- MWM40 - - New Storm Sewer
Existing Sanitary Sewer
Existing Contour
Existing Elevation W/besc.
® New Pavement Grade
ME All Other Finish Grades
® Storm Structure Number
® Sanitary Structure Number
--- Flow Arrow
Swale (()
V New Water Main
G New Gas Service
® STORM SEWER TABLE
STR /
STA BASELINE
OFFSET LT/RT
TYPE
TC
INVERTS
101
7 +90.89 'G'
29.88' RT
END SECTION
DRAWING FILES:
761.50
102
7+9358 'G'
0.00' RT
PAVED AREA INLET
766.89
76105 (SW). 763.03 (M). 762.02 (E)
103
8 +82.48 'F'
0.00' LT
STORM MANHOLE
772.27
765.89 (S&NE)
104
10+1161 or
0.00' RT
PAVED AREA INLET
771.54
766.85 (W&N)
105
3+06.50 or
0.00' RT
PAVED AREA INLET
771.88
767.50 (E)
106
6+94.88 'F'
22.00' RT
STORM MANHOLE
771.00
767.09 (WIDE)
107
6 +12.48 or
11.00' RT
STORM MANHOLE
772.15
767.50 (E)
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DATE-
THIS ��
THIS DRAWING AND THE ID AS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER COW. (20011
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
ISIS * LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
PROJECT NO.:
06 /15/01
904.005
DRAWN BY:
W
PRC
SHEET TITLE:
DEVEIAPMENT PLAN
DRAWING FILES:
R: \904 \005\DWGS \C102
XREF. 005BS
XREF: 005 -TABS
XREF. R: \904 \005 \DWGS \06BSOV
XREF. R: \904 \005 \DWGS \904005TP
SHEET NO.:
(Cn(02
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DATE:
PROJECT NO.:
06 /15/01
904.005
DRAWN BY:
CHECKED BY:
PRC
SHEET TITLE:
DEVEIAPMENT PLAN
DRAWING FILES:
R: \904 \005\DWGS \C102
XREF. 005BS
XREF: 005 -TABS
XREF. R: \904 \005 \DWGS \06BSOV
XREF. R: \904 \005 \DWGS \904005TP
SHEET NO.:
(Cn(02