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NOTE:
THE EXISTING TOPOGRAPHY SHOWN ON THIS PLAN
WAS SURVEYED BY KIMBLEY PROCTOR. SURVEY
8/26/01.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
THE EXISTING TOPOGRAPHY PRIOR TO CONSTRUCTION.
UPON VERIFICATION, THE CONTRACTOR SHALL NOTIFY
THE ENGINEER, IN WRITTEN FORM, OF ANY NOTICABLE
DIFFERENCE.
GENERAL NOTES:
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO
THE 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 SUB ONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE JIGINEER OF ANY CHANGES,
OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
3. STANDARD SPECIFICATIONS FOR THE
CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SAN/ T ARY
SEWERS AND STORM SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKF!LLED WITH
GRANULAR MATERIAL.
5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER
INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES.
ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY
EXCAVATION FOR FIELD LOCATION OF SERVICES.
6. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK
INTERSECTION AND BETWEEN WALKS AND PLATFORMS. SIDEWALK
SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS.
CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5'
INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR
LESS.
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 0.S.H.A. STANDARDS FOR
WORKER SAFETY.
9. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED
TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE
SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE
ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE
ACCOMPLISHED.
10. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL
UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM- 1557).
11. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES
PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR
SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL
CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS
FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH.
12, UNDERGROUND ELECTRIC, PHONE AND CABLE TV TO BE INSTALLED IN
4" SCHEDULE 40 CONDUIT. ALL BENDS MUST BE SWEEPS AND ENCASED
IN CONCRETE. CONDUITS MUST BE PLACED 36" DEEP MIN AND CONTAIN
A PULL TAPE FROM END TO END.
STORM SEWER INFORMATION
STR. NO. (ioo)
EXIST. CURB INLET
T.C. 816.25
INV. 812.65 (N S)
STR. NO.
CURB INLET
T.C. 818.85
INV. 813.32 (E)
INV. 813.32 (NW)
STR. NO. 106)
CURB INLET
T.C. 818.85
INV. 813.28 (SW)
INV. 813.28 (N)
STR. NO. (ioi)
EXIST. STORM MH
T.C. 816.50
EX. INV. 812.89 (W S)
EX. INV. 813.91 (NE)
NEW INV. 813.00 (NW)
STR. NO. (10-4)
CURB INLET
T.C. 819.00
INV. 813.62 (SE)
INV. 813.62 (NW)
STR. NO. 10
CURB INLET
T.C. 818.65
INV. 813.53 (S)
INV. 813.53 (NW)
s
C. O.
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'W' /6" ORIFICE
T.C. 818.30
INV, 813.11 (SE)
INV. 813.11 (VI)
INV. 813.11 (NF`
14
STR NO C803
CURB INLET
T.C. 818.65
ENV. 813.93
STR. NO.
CURB INLET
T.C. 818.70
INV. 813.81 (SE)
LEGE
CAs L FREE
PER INDIANA STATE 1S 69- -1991,
ASSUMED NORTH IT IS AGAm- THE- ATE LAW TO
r
WITHOUT NOTIFYING rH uNIF:RGRouND
L T,nAO cr n i r) 1 ini
DAYS BEFORE COMMENCING WORK.
SCALE: =20'
Existing
New Storm Sewer
New S I aatera!
w /Cleanout
Existing Contour
Existing Elevation
New Pavement Grade
All Other Finish Grades
Match Existing Grade
Storm Structure Number
[IOW Arrow
Swole (fl
Existing Water Main Hydrant
vi io4
F 1 6 �i
Existing Gas
New G's amine
New cle {:cone Line
Line
New Water Line
oe�-vice
Sewer
i1 B iec 1 .'iephone
HOLEY MOLEY S
a
�T` T E LA
CALL 2 WORKING DAYS BEFORE YOU DIG
1-800-382-5544
DON'T
DIG
BLIND"
7>
RAW '8Y:
DRS
SHEET
7/28/04
WI Mil,
DATE: 6/18/04
THIS DRAWING AND THE IDEAS, DESIGNS
CON(EPTh CONTAINED HEREIN ARE THE EXI. +_'„US?
INTELLECTUAL. JAL PROPERTY OF THE S':HNE'R'"
R-EP ,ji L! I i J WHOLE L OR IN P,I.-' 1, WI
THE WRITTEN CONSENT SENT nF THE SCHN I =1 EH,
CGPYR!GH FED BY THE SCHNEIDER CORE (2.
II THE SCHNEIDER C /1R
6845 cast U.S. 36
A on, IN 46123
Telephone:
317,272.041
n ?erinca
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n n I C Q'
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