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41 25 38.6 EMBL T
407 4 �40 157.,, NOTES
25
J.7
10 LF 1. UTILITY COMPANIES: INDIANA BELL TELEPHONE
OF 12"
t L41 5
U-
ACP @ 050%
1 r3$ PUBLIC SERVICE OF INDIANA
-Z 6 -7 1
PLUG, B!L CLAY WASTE SEWER DISTRICT (SANITARY SEWER)
OCK & MA
T f
INDIANAPOLIS WATER COMPANY
3 MgO
INDIANA GAS COMPANY
385 u
n 00
8 7_�
124 LF OF 6- Pvc SAN. 0 8"x8"x6"`1TE
INLET'--TYPE L-2" Q Z_
E
TC __837, 2. SEE MECHANICAL PLANS FOR LOCATIONS OF SANITARY DRAINS, WATER LINES
AND FIRE PROTECTION WITHIN BUILDINGS.
i I.G. LLLV, . .....
Q2
F T1PtU13,--BLOCK MARK) BLOb< TERMINUS
I , IiI, I LATERAL 0,1-QO% "VALVE, MARK &
f, ELEV.
INLET TYPE "E 3"
3 .4
83��7
9
3. COMPACTED GRANULAR BACKFILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS.
38.75
67 CONDUITS, SERMCE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING
F3 _96'� 1
�9 41 �3_ UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION.
7:7777;Z,;;;q 4. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS,
9.6 9 7
TECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR
PROPOSED 8
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION NTH APPLICABLE
F3 9.�101 - I 1 4,
WA-TE-R. MAIN (BY I
UK
26�, WATER UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
24 LF OF 12
f
MAIN EASEMENtl,,
;�UPSTRM_INV, 834.58
39.5
i 39.5
7
NSTRM: INV. 834.46 5, RCP REINFORCED CONCRETE PIPE CLASS III
PVC POLYVINYL CHLORIDE
SANITARY SEWER - ASTM D-3034, SDR-35
INW TYPE "E-2"' FIRE SERVICE
50 LF 06 TI HCSP HELICALLY CORRUGATED STEEL PIPE 16 GAUGE ALUMINIZED
4C LLE-y. 35 .60
SSP "ULTRA-FLO" STORM SEWER PIPE
UF
LEADER 1.00%
ox,
R R DRAIN SERVICE
CP
M.H. TYPE "A-17
0
T.C. ELEV. 835.S -2321, CLASS 1,2, OR 3 BEDDING.
6. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D
_j q)
Iro RIGID PIPE TO BE INSTALLED PER ASTM C-12,
INV. ELEV. C) 7. 20 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED UPGRADE FROM STORM INLETS
30 L F (J) F b
1�j
(UNLESS OTHERWISE NOTED ON PLANS).
21
S�AN. LATERAL @
1.00% W/ C�4EANOUT 4j
8. SPRINKLER CONTRACTOR TO VERIFY WATER PRESSURES. WATER SERVICE SIZE
TYPE I REQ'D�
Cb
-0. 3r
AND METER SUBJECT TO REVIEW AND REFINEMENT. FINAL WATER SERVICE SIZE
(14Y. ELEV. 8�4-52)
AND METER SIZE TO BE DETERMINED BY SPRINKLER CON TR ACTOR /ARCHI TEC T.
Ile
9� CASTING TYPE "'I" NEENAH TYPE R-1772-A,
CASTING TYPE "2" NEENAH TYPE R-3570-A.
C) CASTING TYP
-3286-BV.
y
E "S' = NEENAH TYPE R -4342
CASTING TYPE "4" = NEENAH TYPE R
W78
Lo
Im 10. ALL CONSTRUCTION WITHIN PENNSYLVANIA PARKWAY RIGHT-OF-WAY TO BE
IfPERFORMED IN ACCORDANCE NTH CURRENT HAMILTON COUNTY STANDARD
[38.70 000 59.15�
ISPECIFICATIONS.
LL
C) 0, uj
C, 11. ALL CONSTRUCTION WITHIN INTERSTATE HIGHWAY #465 SHALL CONFORM NTH
00 00 THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS,
Z x 0� w
0�
fLATEST EDITION.
F
12. CONSTRUCTION WITHIN LEGAL DRAIN EASEMENT SUBJECT TO APPROVAL BY
0
110 LF OF 12"
RICP ROOIF LEADER
HAMILTON COUNTY COMMISSIONERS.
(6 @ 1.00% / \/
13. TC TOP OF CURB TOP OF CASTING.
LLJ os,
0
z
0 14. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
PROPOSED 20' WATER 0
M AfN EASEMENT/
fz 15. ADD 800 FEET TO ALL SPOT ELEVATIONS FOR U.S.G.S. DATUM.
0
(D I
0 399 LF OF 8" 16. BOUNDARY INFORMATION SHOWN IS BY OTHERS.
0
< z
PVC 00.457.
o o :L2 100
17. TOPOGRAPHY PROVIDED BY ACCU-AIR SURVEYS, INC. SEYMOUR, INDIANA
00 0
Ln Ca
00
0) af
0
0 0 APRIL 22, 1993.
UJ
0 18. SITE BENCHMARK:
TREE (SOUTH SIDE)
RAILROAD SPIKE FOUND 1'± ABOVE THE GROUND IN A 12
DOMESTIC WATER
15'± NORTH OF RIGHT-OF-WAY FENCE ON NORTH SIDE OF INTERSTATE 465.
x
7 U-J ELEVATION 842.90
-SERVICE
'LA�T
0
0
0 lt��
FIRE WA6 0
37. 19. ALL TRAFFIC ISLANDS TO BE MOUNDED A MINIMUM OF 12" A13OVE TO OF CURB.
TYPE "E 2"
CIF I3 ERVICF:
5 I.c. ELEV. �,,34`50
20. HANDICAP RAMPS SHALL BE INSTALLED AT ALL WALK TERMINUS AT CURBS.
3
�e
.9
f
oe LEGEND=
5r
PROP
"y
-VA:FER MA
INLET TYPE -E-2' . ... .. C EXISUN
7:3 L16.
All
%
T.C. ELEV. 837.10
EXISTL-� 5' TION
CONSTRUCT OVER 24' RCP XIST. SAN.'M H'.'
SPOTELEVA
IELEV. 83703
EX6T. 24" RCP 831.17
I NV.
7-1
... I .......
f j I
C N C�b
o CONTOUR
_CE kINE INV.'�
PROPOSED EEEV, ` '632.03 0
11 "_ EXIST. S-TORM,
... ..... . .
Pvc S__1:Iq* P T.
1 2"x8"X8 TE
VWTER MX o o" P W., 10*
EV.
F-L MAN
TE
0
vc HOLE/INLET
It' "t _ _A'
& 12" V r, �EN RLWE
EXIST. STORM INLET
WATER MAINVI 16_i ELEV. 61
INLET
T-Q 6 RqP, N. E
4 -- '_G T TO EXIST�
-ELEV.
'V�"-M.H. TYPE A"
A Y
_fNV. 24" RW W. 830.45
J
PIPE END SECTION
1 '7L r, T. C4LEV. 88w� t
! In
C 0 TRUCT
41
2g
t 36.85
EXISTi 10 V
AREA/STREET LIGHT
EXIST. SAN. M.H.
36,35
T. C. ELEV. 837.5 '*RW- i 'L "L Il I -
I or,
I ji: 4 -fXfST. V. 832.60
Y
if
0,UPSTRM. 83: f -4�
fr
CPNTERLINE INV. 70
r UTILITY POLE
ELtV. 832.77 36.7 f
.2 4
t (10" RVC S-E. IN
_Y P VC N, OUr' INLEt TYPE "E-4! UTILITY POLE NTH GUY LINE
10 c;c. I
T.C. tLEV. 835.50 REMOVE 35 LF OF
CONNECT TO EXIST. j i
j 2 RCp
OVERHEAD
ELECTRIC
y! EX
ISIT. 24" RCP
'no
OVERHEAD TELEPHONE
4-
1
PROPOSED
F9.581TOP OF CURB ELEV. SPOT ELEVATION
��GUTTER ELEV.
1.00% GRADE
SANITARY SEWER
MANHOLE
CLEANOUT
r
j
if l, f I j '' I il 1 11 � "", - 'I'll - I 'IT 11
TELEPHONE MANHOLE
4
1:,q*1';1-1', _n
--v
NOTU TELEPHONE RISER
EXIST. 24" RCP
-iNV. ELEV. 833.31, -
'I i _,' . 4,
f I le�
UNDERGROUND TELEPHONE
TRA C ACCESS 'To BE�,
A'
A N ED, 2 4H rs
If i 112 j t , :�, -.-- 1, : I
NT" lb,,A Y
"Al
C
THROU,6HQUT -ONSTRUCTIOW "A
7; UNDERGROUND ELECTRIC
1 jp� 1 fr 4 ......
f UNDERGROUND CABLE TELEVISION
0
I_,
2
f c� cin. 4- i ly
4
WATER LINE
CURB ONE
J + +
0, g
WATER VALVE
.4
Z
c
FIRE HYDRANT
J1
7�
- ------- - GAS LINE
if
TREE/SHRUB LINE
f
cL if FENCE
k a, 4
.0 t
It SIGN
o
LIMITS OF CONSTRUCTION
I- CONSTRUCTION FENCING
REQUIRED.D
_c LIMITS OF CONSTRUCTION
(NO FENCING REQ'D.)
(n 0)
C>�,
E-4 o 0
>
V)
Ln
P-
_j
c
uj
__ c:
;>
0
a-
0
c
E_
:3
c
0
V)
z
z
_j <
CL N
_j <
z
CL <
_j
z
<
< CL
F_
c) <
0
C) < c)
Ljj z
5� 0
< (n F-
z
z <
Ld
z V) CL
0 0
< 0
Ld
C)
ui L w ci
Lj _j 6 m
w <
a- z
/00-REMSIONS
08/13/93 AS PER ADDENDUM
NO. 1 dwp
08/17/93 RELOCATED nRE HYDRANT
0 S.E. COR. BLDG.
dwp
09/13/93 RELOCATED STR. NO.17;
ADDED STR. NO. 29;
REV. WATER MAIN
dwp
goss
-66TE
'lip
0.
17186
- OF
STATE
J,
0, 6
NORTH
0
SCALE: 1 I'= 50'
DRAWING: 9295DP
DATE: 8/06/93
PROJ. NO.: 9295
DRAM BY: W
SHEET NO.:
C202
kTUBE FILE #
STORM SEWER
INLET
PIPE END SECTION
- - - - - - - -
SUBSURFACE DRAIN
CE)
STRUCTURE NUMBER
- - - - - - -
WATER MAIN
- - - - - - -
WATER SERVICE
FIRE HYDRANT ASSEMBLY
WATER VALVE
SIAMESE FIRE CONNECTION
DETECTOR CHECK AND
POST INDICATOR VALVE
INDICATES PHASE TWO
Al
IMPROVEMENTS TO BE
INSTALLED UNDER THIS
CONTRACT.
LIMITS OF CONSTRUCTION
I- CONSTRUCTION FENCING
REQUIRED.D
_c LIMITS OF CONSTRUCTION
(NO FENCING REQ'D.)
(n 0)
C>�,
E-4 o 0
>
V)
Ln
P-
_j
c
uj
__ c:
;>
0
a-
0
c
E_
:3
c
0
V)
z
z
_j <
CL N
_j <
z
CL <
_j
z
<
< CL
F_
c) <
0
C) < c)
Ljj z
5� 0
< (n F-
z
z <
Ld
z V) CL
0 0
< 0
Ld
C)
ui L w ci
Lj _j 6 m
w <
a- z
/00-REMSIONS
08/13/93 AS PER ADDENDUM
NO. 1 dwp
08/17/93 RELOCATED nRE HYDRANT
0 S.E. COR. BLDG.
dwp
09/13/93 RELOCATED STR. NO.17;
ADDED STR. NO. 29;
REV. WATER MAIN
dwp
goss
-66TE
'lip
0.
17186
- OF
STATE
J,
0, 6
NORTH
0
SCALE: 1 I'= 50'
DRAWING: 9295DP
DATE: 8/06/93
PROJ. NO.: 9295
DRAM BY: W
SHEET NO.:
C202
kTUBE FILE #