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FLOOD NOTE
THIS SITE DOES NOT LIE WITHIN A FLOOD
HAZARD AREA PER FEMA MAP PANEL 209 OF
290; FEBRUARY 19, 2003 (MAP NUMBER
18057CO209F)
LEGEND
New Storm Sewer
Existing Storm Sewer
000 Existing Contour
—` 000 — — Proposed Contour
Proposed Grades
Proposed Grades
00 (Top of Curb & Gutter)
Flow Arrow
Drainage & Utility Easement
SSD Sub — Surface Drain
REINFORCED EDGE
2"
REINFORCED CONCRETE PIPE
END VIEW
THREADED ROD
:S9 .•
1/4' METAL PLATE BOLTED OR
WELDED TO METAL END SECTION.
PLATE
SIDE VIEW
NOTE: FOR CORRUGATED METAL PIPE USE NEXT SMALLER
DIAMETER END SECTION.
METAL END SECTION DETAIL
(STIR. 105)
BENCHMARK
BENCHMARK — HM28
COPPERWELD IN STEEL CASTING AT THE INTERESECTION
OF 116TH STREET AND RANGELINE ROAD.
(M.= 819.78, NGVD '29)
ASSUMED NORTH
SCALE: 1"= 20 '
20 0 20
HOLEY MOLEY SAYS
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 NOTIF1fING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
40 60
GRADING &DRAINAGE NOTES
1. ALL GRADES AT BOUNDARY TO MATCH EXISTING GRADE.
2 IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
RESUMED.
3. STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND
WASTEWATER UTILITY SHALL APPLY FOR ALL SANITARY
SEWER AND STORM SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER OR WITHIN 5' OF PAVED AREAS TO BE
BAC(FILLED 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. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
7. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
8 REMOVE AND BACKFAI 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
9. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 90
PERCENT STANDARD PROCTOR DENSITY (ASTM D- 1557). FILL
AREAS UNDER PROPOSED BUILDINGS, FOOTINGS, AND PAVEMENT
SHALL BE COMPACTED TO AT LEAST 95 PERCENT STANDARD
PROCTOR DENSITY (ASTM- 1557).
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DIMENSIONS OF GALVANIZED STEEL
END SECTIONS FOR ROUND PIPE
TYPE
OF
PIPE DIA
GAGE
DIMENSION
APPROX.
A
B
H
W
PIPE
IN INCHES
+1'
(MAX)
1+1-
IL
+1 1/2"
+2"
SLOPE
R.C.P.
12
.063
7
8
1 6
1 26
1 30
2 1/2
NOTE: FOR CORRUGATED METAL PIPE USE NEXT SMALLER
DIAMETER END SECTION.
METAL END SECTION DETAIL
(STIR. 105)
BENCHMARK
BENCHMARK — HM28
COPPERWELD IN STEEL CASTING AT THE INTERESECTION
OF 116TH STREET AND RANGELINE ROAD.
(M.= 819.78, NGVD '29)
ASSUMED NORTH
SCALE: 1"= 20 '
20 0 20
HOLEY MOLEY SAYS
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 NOTIF1fING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
40 60
GRADING &DRAINAGE NOTES
1. ALL GRADES AT BOUNDARY TO MATCH EXISTING GRADE.
2 IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
RESUMED.
3. STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND
WASTEWATER UTILITY SHALL APPLY FOR ALL SANITARY
SEWER AND STORM SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER OR WITHIN 5' OF PAVED AREAS TO BE
BAC(FILLED 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. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
7. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
8 REMOVE AND BACKFAI 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
9. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 90
PERCENT STANDARD PROCTOR DENSITY (ASTM D- 1557). FILL
AREAS UNDER PROPOSED BUILDINGS, FOOTINGS, AND PAVEMENT
SHALL BE COMPACTED TO AT LEAST 95 PERCENT STANDARD
PROCTOR DENSITY (ASTM- 1557).
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PE19800489
'r -o' STAKE OF
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BY:
DATE:
SHEET
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JOB #: CAX.003
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No.
PE19800489
'r -o' STAKE OF
X�s ND I,A,N
BY:
DATE:
SHEET
C1 02
OF
11
JOB #: CAX.003
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