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825. --' °
:!
SAW CUT
1 Y2• #►11 SURFACE OVER
4" #E5D BITUMINOUS BASE
�TC_ - 8_23.12 TIC - 820.30
STDi- .MANHOLE 9 STD. MANHOLE
NEENAH R- 1916 -F NEENAH R- 1916 -F 825
(OR EQUAL) - _ ._ _ (OR EQUAL)
NOTE: WATER -TIGHT CASTINGS REQUIRED
i- PROPOSED GRADE EXISTING GRADE -\�\
- -� - -- -- 820
12 RCP STORM,")
V-- -- -15" CMP STORM 6" PVC LATERAL
INV. 816.79
6' PVC LATERAL, INV. 815.90 815
INV INV
� INV 815.80 816.59 -
815.70
I
24 LF OF 8" PVC
@ 0.42%
189 LF OF 8'PVC @ 0.42%
SANITARY SEWER PROFILE
LEGEND
EXISTING
W - - --
PROPOSED
Top =8.
OVERHEAD
- - - - oit - ` _
= = = =
= STORM SEWER-
ELECTRIC AND
- - - - - �- - - - -
SANITARY SEWER
- - - - r -
GAS LINE
- - - -- x - --
CLEAN OUT
a
POWER POLE
SANITARY LATERAL
GAS METER
WV
WATER VALVE W4
MANHOLE
FIRE HYDRANT YA
13
INLET
■
R -3405
R -3405-
END SECTION
►
N/A
RCP
SERWER STR. N0.
N/A
824.80
F75--STORM
N/A
2.00
SANITARY SEWER STR. N0.
W - - --
WATER LINE W
Top =8.
OVERHEAD
- - - - oit - ` _
ELECTRIC LINE
- - - - `- - - -
ELECTRIC AND
- - - - - �- - - - -
TELEPHONE LINE
- - - - r -
GAS LINE
- - - -- x - --
FENCE
a
POWER POLE
Gus
GAS METER
WV
WATER VALVE W4
E1Q385G. 05
FIRE HYDRANT YA
=
WATER METER PIT 4D
LIMITS OF PATCH
PAD MOUNTED TRANSFORMER"
NOTES:
1. SAW CUT 1/3 PAVEMENT THICKNESS THEN BREAK OUT.
ASPHALT PATCH
oQ -
O
�4
00
a
°
N 22471.06 °
E 23531.74
SCALE:
i" = 50' (HORIZ)
1" = 5' (VERT)
ago
II I II
II � II
II I II
STRUCTURE
TYPE
CASTING
(NEENAHOREEOUAL)
Top =8.
ELEVATIONS
GRADE
X
Inv =83
LF
SIZE 7
Inv-82
38.2
U/S INV.
D/S INV.
4.9(W)
2.8(E)
INLET TYPE "A"
R- 3286 -8V
N/A
24 ", CP ii
N/A
24 "RCP IIi
N'IQS00$. 45
N/A
E1Q385G. 05
N/A
=
8
„ Y ,
R -3405
R -3405-
N/A
N/A
N/A
RCP
829.60
828.30
N/A
824.80
;823.00 /A
N/A
2.00
=
9
INLET TYPE "A"
90
12"
10
10
INLET TYPE "A"
R-3405
N 22887.93
E 23829..38
G
i O Of
i
0 - _ -
,'
� rr
r
r�r Aspholt r r r
if i 0 r Parking r
EPUNE JUNCT11ON BOX J r
r r r Rept AQ r, r
AV0 Aa/j Wlr�, _
I
STORM SEWER STRUCTURE DATA TABLE
STIR.
N0.
STRUCTURE
TYPE
CASTING
(NEENAHOREEOUAL)
PIPE
ELEVATIONS
GRADE
X
CONNECT
TO STR.
LF
SIZE 7
TYPE
T.C.
U/S INV.
D/S INV.
12
INLET TYPE "A"
R- 3286 -8V
N/A
N/A
N/A
829.70
N/A
N/A
N/A
=
8
INLET TYPE "A"
R -3405
R -3405-
N/A
N/A
N/A
RCP
829.60
828.30
N/A
824.80
;823.00 /A
N/A
2.00
=
9
INLET TYPE "A"
90
12"
10
10
INLET TYPE "A"
R-3405
165
12"
RCP
N/A
826.23
822.90
.43
3.31
11
11
END SECTION
- N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
= CONSTRUCT OVER EXISTING 12" RCP
N ?1A ?6 37
\N 23006. 77
_____
E 24307.00 _
STATE OP
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/- 0
U
° \ \
° 0 E
229 1 6. 06
24289.85
0
Water Surface
Elev. 817.1
°
Cn
X
o
3
ZO
2" SERVICE--n-
WATER METER PIT
' 2" GATE VALVE
�N 22639. 13 2" SERVICE ---
"7---N 22574.64
E 24167, 13
Store Poth
i Q N 22524.62 1
U E 227059.73
------ - - - - -- --
L L_F OF 8' PVC @ 0. 42% v\ `a
40 li�
Top -823:1
Inv- 815.6(N)
Inv- 814.6(E &W)
CONTRACTOR TO MINIMIZE AMOUNT OF TIME ASPHALT PATH IS DISTURBED.
PROVIDE SNOW FENCE AND #53-STONE FOR TEMPORARY PATH AROUND
DISTURBED AREA. ASPHALT PATCH AS NECESSARY TO REPAIR PATH.
REFER TO ARCHITECTURAL PLANS
FOR LOCATION OF WATER SERVICE
TO BUILDINGS
DETAIL OF-- WATER CONNECTION
T-0:_- BUILDINGS
No.
* ` 10000418
"O'• STATE QF
UTILITY PLAN
GENERAL NOTES:
1 ALL POINTS OF CONNECTION OF PROPOSED SAW TARY-AND STORM
SEWERS TO EXISTING SYSTEMS MUST BE VERIFIED FROM A
KNOWN BENCHMARK VERTICALLY AND HORIZONTALLY BEFORE
START OF CONSTRUCTION. ANY CONFLICT WITH THE PLANS
MUST BE REPORTED IMMEDIATELY.
2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL
AFFECTED UTILITIES AND THE LOCAL UTILITIES PROTECTION
SERVICE PRIOR TO ANY CONSTRUCTION.
3. LENGTHS OF PIPES INDICATED ARE FROM CENTER TO CENTER OF
STRUCTURES AND ARE NOT ACTUAL PIPE LENGTHS.
4. CONTRACTOR SHALL CALL 1- 800 -3 &2-5-�ORTY- EIGHT-- (48-)-
HOURS PRIOR TO CONSTRUCTION FOR ALL EXISTING UTILITY
LOCATIONS.
5-. SEE SHEET C104 FOR SITE PLAN.
6. SEE SHEET C105 FOR GRADING PLAN.
7: SEE SHEET C108 FOR CONSTRUCTION DETAILS.
8. 6" UNDERDRAIN SHALL BE CONSTRUCTED AROUND EACH
INLET AS SHOWN.
9: 4" PVC CONDUIT REQUIRED FOR ALL ELECTRIC, TELEPHONE,
CABLE, ETC. CROSSINGS UNDER PAVEMENT.
10. GRANULAR BACKFILL REQUIRED FOR ALL UTILITY TRENCHES
IF ANY PART OF TRENCH IS WITHIN 5' OF EDGE OF
PAVEMENT, INCLUDING SIDEWALKS. SEE SPECIFICATIONS -FOR..
MORE INFORMATION,
11. F. F. INDICATES RECOMMENDED FIRST FLOOR ELEVATION;
B. F. INDICATES BASEMENT FLOOR ELEVATION.
12. THE LOWEST FINISHED FLOOR TO HAVE GRAVITY SEWER SERVICE
MUST BE AT LEAST ONE (1) FOOT ABOVE THE TOP OF CASTING
OF EITHER THE FIRST UPSTREAM OR FIRST DOWNSTREAM MANHOLE
IN THE MAIN SEWER TO WHICH THE LATERAL CONNECTION IS MADE.
13. CONTRACTOR TO INSTALL A KNOX BOX ON EACH BUILDING AT A
LOCATION APPROVED BY THE CARMEL FIRE DEPARTMENT.
14. ALL UTILITIES 'TO BE BUILT DURING PHASE 1 UNLESS
OTHERWISE NOTED.
UTILITY COMPANIES
AMERITECH
5858 N.COLLEGE-AVENUE
INDIANAPOLIS, IN 46220
(317) 252 -4274
INDIANAPOLIS WATER COMPANY
1220 WATERWAY BOULEVARD
INDIANAPOLIS, IN 46205
(317) 263 -6247
INDIANA GAS COMPANY
16000 ALLISONVILLE ROAD
NOBLESVILLE, IN 46060
(317) 776 -5597
CINERGY /PSI
1441 SOUTH GUILFORD
CARMEL, IN 46032
(317) 581 -3048
Notes:
1. Elevations shown hereon were taken
from a Bench Mark from a grading plan of
the 2.63 acre tract prepared by Bishop &
Associates (Job No. 97771). The Bench
Mark_ Is a Railroad Spike in the East side
of a power pole 100' +/- South of the
TriCounty property on the West side of
Guilford Street. Elevation = 840.69 feet
"DON'T DIG BLIND"
1- 800 -382 -5544
CALL BEFORE YOU DIG
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DATE: JULY 23,1999
SCALE: V` = 40'
PROJECT NO. 111-1187
SHEET NO.
0106
1187u.dgn