HomeMy WebLinkAboutC102 Grading & Drainage PlanDIMENSIONS OF GALVANIZED STEEL
END SECTIONS FOR ROUND PIPE
TYPE
DIMENSION
OF
PIPE DIA
GAGE
A
B
H
L
W
APPROX.
PIPE
IN INCHES
+1"
(MAX)
+1"
+1 1/2"
+2"
SLOPE
R.C.P.
12
.063
7
8
6
26
30
2 1/2
821.4
820.70
820.00
819.35
819.40
817.80
817.30
817.45
823.80
822.30
821.20
Phase 2
820.90
820.40
821.00
820.50
821.60
821.60
520.40
820.05
819.55
819.55
819.05
820.80
820.30
PROPOSED BUILDING
F.F.E. 821.70
STR. 102
820.35
819.85
818.30
819.90
818.60
818.10
818.10
819.80
820.30
819.80
820.50
820.00
817.95
M.E.I 817.12
819.90
FLOOD NOTE
THIS SITE DOES NOT UE WITHIN A ROOD
HAZARD AREA PER FEMA MAP PANEL 209 OF
290; FEBRUARY 19, 2003 (MAP NUMBER
18057CO209F)
tl r G� ill
LEGEND
New Storm Sewer
Existing Storm Sewer
0
Existing Contour
000 Proposed Contour
Proposed Grades
Proposed Grades
(Top of Curb Gutter)
Flow Arrow
Drainage Utility Easement
SSD Sub Surface Drain
Ioo0.00l
000.00
000.00
1
STR. 103
END SECTIION
INV. 815.10
NOTE: DITCH NEEDS TO
BE CLEARED TO ENSURE
PROPER DRAINAGE.
REINFORCED EDGE
2"
BENCHMARK
B
ti
SKIRT UP
W +A
12"
W IA
PLAN VIEW
12" c -c (max)
END VIEW
BENCHMARK HM28
COPPERWELD IN STEEL CASTING AT THE INIERESECTION
OF 116TH STREET AND RANGELINE ROAD.
(ELEV.= 819.78, NGVD '29)
REINFORCED CONCRETE PIPE
THREADED ROD
ROD HOLDER
NOTE: FOR CORRUGATED METAL PIPE USE NEXT SMALLER
DIAMETER END SECTION.
METAL END SECTION DETAIL
(STR. 104)
rW
1
ASSUMED NORTH
SCALE: 1"= 20
20 0 20 40
ft DON'T
DIG
BLIND'
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 -382 -5544
CALL TOIL. FREE
PER INDIANA STAKE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCA11ON SERVICE AO (2) WORKING
DAYS BEFORE COMMENCING WORK.
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 THE OWNERS OF
THE VARIOUS U11UT1ES FOR PROPER STAKE LOCATIONS FOR
EACH UTIUTY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NO11FY IN WRITING THE OWNER OR NE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN NE 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 SEMERS.
4. ANY PART OF THE SANITARY OR STORM SEINER TRENCHES
RUNNING UNDER OR WITHIN 5' OF PAVED AREAS TO BE
BACKF1LLED 1M1H GRANULAR MATERIAL
5. N SIZE AND LOCATION OF EXISTING UTIUTIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMPANIES. ALL UTIUTY COMPANIES SHOULD BE NOTED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
6. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPUCAM.E LOCAL AND STATE STANDARDS.
7. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPUANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
8. 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
WR111NG THE OWNER AND THE ENGINEER IN ANY
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPUSHED
9. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 90
PERCENT STANDARD PROCTOR DENSITY (ASTN 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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PE180
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DATE: ,AD 9-
SHEET
C 102
OF
11
JOB CAX.003