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FLOOD WAY
STONEIMCK - SECTION 1
NOTE:
SWALE IS EXISTING. BUILT AS
PART OF WINDPOINTE — SECTION
2 GRADES ARE SHOWN FOR
REFERENCE ONLY.:
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GAS
INDIANA GAS COMPANY
P.O. BOX 1700
NOBLESVILLE, IN 46060
(317) 776 -5531
TELEPHONE
INDIANA BELL TELEPHONE CO.
5858 NORTH COLLEGE AVENUE
INDIANAPOLIS, IN 46220
(317) 252 -4265
CABLE TV
JONES INTERCABLE
516 EAST CARMEL DRIVE
CARMEL, IN 46032
(317) 848 -4726
ELECTRIC
INDIANAPOLIS POWER k LIGHT
25 MONUMENT CIRCLE
INDIANAPOLIS, IN 46206
(317) 261- 5264
STORM SEWER
CARMEL CITY ENGINEER
1 CIVIC SQUARE
CARMEL, IN 46032
(317) 571 -2441
STREETS
CARMEL CITY ENGINEER
1 CIVIC SQUARE
CARMEL, IN 46032
(317) 571 -2441
WATER SANITARY SEWER
CARMEL CITY UTILITIES CARMEL CITY UTILITIES
1 CIVIC SQUARE 1 CIVIC SQUARE
CARMEL, IN 46032 CARMEL, IN 46032
(317) 571 -2442 (317) 571 -2442
UTILITY HOTLINE: WITHIN INDIANA 1- 800 -382 -5544
OUTSIDE INDIANA 1- 800 -428 -5200
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.
BENCH MARKS
TBM CUT A ON SOUTHEAST CORNER OF 116th STREET
BRIDGE OVER COOL CREEK
ELEV.- 748.83
TBM BENT SPIKE ON CENTERLINE OF 116th STREET AT
THE NE. CORNER OF THE NW 1/4 OF SEC. 33- 18N -4E
ELEV.-786.14
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GENERAL NOTES:
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
SUBCONTRACTOR'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.
2. STANDARD SPECIFICATIONS FOR CITY OF CARMEL
REGIONAL WASTE DISTRICT SHALL APPLY FOR
ALL SANITARY SEWERS.
3. ANY PART OF THE SANITARY OR STORM SEWER
TRENCHES RUNNING UNDER PAVED AREAS TO BE
BACKFILLED WITH GRANULAR MATERIAL.
4. THE SIZE AND LOCATION OF EXISTING UTILITIES
SHOWN ARE PER INFORMATION PROVIDED BY THE
RESPECTIVE UTILITY COMPANIES. ALL UTILITY
COMPANIES SHOULD BY NOTIFIED PRIOR TO ANY
EXCAVATION FOR FIELD LOCATION OF SERVICES.
5. SIDE WALKS SHALL BE NON— REINFORCED
CONCRETE 4" THICK (6" AT DRIVEWAYS) AND
4' IN WIDTH.
6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF
EACH LOT TO BE CONSTRUCTED BY OTHERS.
7. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
9. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
10. ALL SANITARY LATERALS ON EXISTING SEWER
SHALL BE EXTENDED UNDER THE STREET PRIOR
TO CONSTRUCTION OF THE STREET.
TOPOGRAPHY BY
LOBO AERIAL SURVEYS
COLUMBUS, IN
DATED: 1-14 -91
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(000.00)
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000.0
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- - -1-
Existing Storm Sewer
New Storm Sewer
HOLEY MOLEY SAY89
"
DON'T
DIG
BLIND"
1= 800= 382 -6544
CALL TOLL FREE
1= 800= 428 4200
FOR CALLS OUTSIDE OF INDIANA
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ASSUMED NORTH
SCALE: 1 " =50'
Existing Sanitary Sewer w /Existing Laterals
Existing Laterals running to the opposite side of the street
will be extended prior to construction of street.
New Sanitary Sewer
(Laterals are shown for reference only
See Sanitary Plan k Profiles for Locations)
Existing Contour
Existing Elevation
New Pavement Grade
All Other Finish Grades
Corrected Grades
Storm Structure Number
Sanitary Structure Number
Flow Arrow
Denotes Elevation and
Approximate Pad Size
�B — Denotes Basements are Allowed on Lot)
W/0—Denotes Walk Out Basements are Allowed)
Swale (0
Swale
6" Subsurface Drain w /4" Lateral Connection
Denotes Minimum Flood Protection Grade
00 SANITARY SEWER TABLE
STR
STA BASE
OFFSET
LT /RT
I
TYPE
TC
INVERTS
E1
— —
—
—
MANHOLE
754.40
743.96(SW) 743.89(NE) 743.78(E)
1
8 +94.24 —
30.00
1 RT
MANHOLE
754.80
749.47(SE) 748.97(NE)
U-11 0 Q. '
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