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"'12 05 -E
NE96D 337.50'
SANITARY SEWER TABLE-
"' 12
ABLE
STR #
STA 'A-"'
OFFSET
LT /RT
TYPE
TC
INVERTS
•60
2 +99 A
40.0'
LT
MANHOLE
889.5
877.36(S) 877.46(N)
61
6 +99 A
40.0'
LT
MANHOLE
890.0
879.26(S) 879.36(N)
62
8 +81 A
45.0'
LT
MANHOLE
889.0
880.25(S) 880.35(NE)
63
10 +12 A
45.0'
LT
MANHOLE
890.0
882.00(SW)
- +56
16 +32 A
32.5'
LT -
MANHOLE
886.8_
877,95(E) 878.10(W)
64
13 +10 A
30.0'
RT
MANHOLE
890.5
881.27(E) 881.37(W)
65
11 +73 A
30.0'
RT
MANHOLE
891.0
882.77(E)
+ STRUCTURES BUILT W /SECTION 5
00 STORM SEWER TABLE
STR
STA I ASI
LINE
LT /RT
TYPE
TIC
INVERTS
+153
3 +97 A
1.90.0'
RT
BEEHIVE INLET
886.0
888.7
881.34(5 & NE) 881.59(W)
162
3 +97 A
35.0'
RT
MANHOLE
882.75(E) 883.25(W) 883.00(N)
4 +00 A
15.0'
RT
CURB INLET
888.10
883.45(E) 883.70(W)
_163
164
4 +00 A
15.0'
LT
CURB INLET
888.10
884.09(E) 884.34(W)
165
3 +99 A
210'
15,0'
LT
RT
END SECTION
CURB INLET
888.50
887.50(E)
885.34(S & NW)
885.61(SE & NW)
166
8 +10 A
167
8 +70 A
i 15.0'
LT
CURB INLET
888.50
168
8 +78 A
236'
LT
FND SECTION
887.50(SE)
170
3 +99 A
164'
LT
BEEHIVE INLET
888.6
886.77 (E & W)
171
_
_ 8 +77 A
191'
LT
BEEHIVE INLET
889.2
_
887.11 (SE & NW)
* STRUCTURES BUILT W /SECTION 5
CROSS__SEC110N _'-$A'-'--
N.T.S.
\- 4' SSD
w
ASSUMED NORTH
SCALE; 1 " =50'
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 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.
3. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP
REGIONAL WASTE DISTRICT SHALL APPLY FOR
ALL SANITARY SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER
TRENCHES RUNNING UNDER PAVED AREAS TO BE
BACKFILLED 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 BY NOTIFIED PRIOR TO ANY
EXCAVATION FOR FIELD LOCATION OF SERVICES.
6. SERVICE WALKS SHALL BE NON - REINFORCED
CONCRETE 4" THICK AND 4' IN WIDTH.
7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF
EACH LOT TO BE CONSTRUCTED BY OTHERS.
S. TEMPORARY TRAFFIC CONTROL DURING
CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL AND STATE STANDARDS.
9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPL ANCE WITH APPLICABLE
O.S.H.A. STANDARDS FOR WORKER SAFETY.
10. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES.
LEGEND
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
1- 800 - 3824644
CALL TOLL FREE
1- 800 - 428 -5200
FOR CALLS OUTSIDE OF INDIANA
TOPOGRAPHY BY
LOBO AERIAL SURVEYS
COLUMBUS, IN
DATED 3 -27 -90
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer w/Later
(Lateral shown for reference only
See Sanitary Plan & Profiles for Locations)
Existing Contour
Existing Elevation
000.00 New Pavement Grade
000.00 All Other Finish Grades
(000.00) Corrected Grades
000 Storm Structure Number
00 Sanitary Structure Number
°--- Flow Arrow
Denotes Elevation and
000.0 Approximate Pad Size
L - - --
- SSD t-- -
-
(EX.)
E 000.00
Subsurface Drain w /4" Lateral Connection
Swale (t)
Fxisitrig Grade (match existing grade)
Swale Elevation (Flow Line)
K'n ',3r Main Z Shown for reference only. Final design
Fire Hydrant5 and installation by Indianapolis Water Co.
ALL EXISTING SUBSURFACE DRAINS
FOUND DURING CONSTRUCTION SHALL
BE CONNECTED TO THE NEAREST
STORM SEWER OUTLET.
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