HomeMy WebLinkAbout95- 01 Hazel Dell Corner Lot 4 Secondary Plat pg. DSTR
STA BASELINE
OFFSET LT/RT
TYPE
TC
INVERTS
101
1 +25.15 'F'
322.82' RT
END SECTION
DRAWNG FILES:
761.67
102
7 +29.48 'F'
0:00' RT
PAVED AREA INLET
770.50
766.68 (SW), 762.75 (NE), 764.74 (S)
103
8 +82.48 'F'
0.00' LT
STORM MANHOLE
772.36
765.89 (S&N)
104
10+19.61 'F"
0.00' RT
PAVED AREA INLET
771.54
766.85 (W&N)
105
3+08.50 'F"
0.00' RT
PAVED AREA INLET
771.88
767.50 (E)
106
6 +94.88 "r
22.00' RT
STORM MANHOLE
772.00
767.09 (W&NE)
107
6+12.48 'F'
11.00' RT
STORM MANHOLE
772.15
767.50 (E)
DATE:
PROJECT NO.:
06/15/01
904.005
DRAWN BY:
CHECKED BY:
PRC
SHEET TITLE:
DEVELOPMENT PLAN
DRAWNG FILES:
R: \904 \005 \DINGS \C102
XREF: 005BS
XREF: 005 -TABS
XREF: R: \904 \005 \DINGS \005BSOV
XREF: R: \904 \005 \DINGS \904005TP
SHEET NO.:
C 11.0
6 +00 83' OF 12" RCP 0 0.509
CORE INTO EXISTING MANHOLE
0 760.50 AND INST PRESS
WEDGE BOOT.
6" SANITARY SE R
LATERAL 0 1.00% IN.
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ttiTR
LOT 4
PROPOSED
BUILDING
2,950 S.F.
F.F. 773.50
PAD 772.80
DOWNSPOUTS CONNECTED
TO STORM SEWERS
(TYPICAL) SEE SPEaAL
NOTES
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L IN T"..
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.
UTILITIES CARMEL
GAS ELECTRIC
Indiana Gas Company
15900 Alisonwle 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
PRIVATE
WATER STREETS
Carmel City Utilities
1 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 indiano 1- 800 428 -5200
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.
HOLEY MOLEY SAYS
DON'T
DIG
BLIND'
'IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -55414
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.
BIENCIBIMLAIRIK.
T.B.M. 2 5/8" REBAR WITH RED CAP AT DELAWARE COMMONS
SUBDIVISION CONTROL POINT f 1005
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.
NTCYTIES
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 RESPDNSIBIUTY 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
UTIUTY 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 BACKFLLED NTH
GRANULAR MATERIAL.
5. ALL UTILITY COMPANIES SHOULD BY NOTIFIED PRIOR TO ANY
EXCAVATION FOR FIELD LOCATION OF SERVICES.
6. ALL CONSTRUCTION ACTIVITY ON TINS SITE TO BE PERFORMED
IN COMPLIANCE WITH APPLICABLE 0.S.HLA 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.
L
.-I.
G
STORM SEWER TABLE
ASSUMED NORTH
SCALE: 1 =30'
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
Existltg Contour
Existing Elevation W/Desc.
New Pavement Grade
All Other Finish Grades
Storm Structure Number
Sanitary Structure Number
Flow Arrow
Swale (q
New Water Pain
New Gas Service
V
5
W
DATE: (p ld
THIS DRAIMNG AND THE I EAS, 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 CORP. (2001)
‘b,
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
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