HomeMy WebLinkAbout039-99 DP-ADLS Office Bldg Utility Plant
� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Existin418"�CP_tn be -removed-
-
# - - - - - - - - -
_ _ _ _ _ - - - - per Pennsylvania Avenue !
-- - -- --
CORE DRILL INTO MANHOLE Improvement Plons f
INV. 828.32
I -- POWER POLE TO BE RELOCATED Proposed Storm Sewer
CONTACT PSIENERGY (by others)
j POWER POLE TO BE RELOCATED
j CONTACT PSIENERGY
1 103 LF OF 6"
CLEAN-OUT PVC SANITARY 0 9.88'/.
I 1 42.. RCP
I ;I 54" RCP
T C. 844.00
LEGEND
EXISTING
PROPOSED
STORM SEWER
PIPE
�....,®„a.r�.....m SANITARY SEWER
Q
ELEVATIONS
GRADE CUNNt(,, I
STIR.
CLEAN OUT
•
0U
SANITARY LATERAL
TYPE
T.C.
U/S INV. I
MANHOLE
I
NO.
INLET
`+
0
LE
END SECTION
o
STORM SERWER STR.
NO. a
ui c cn
STIR.
NO.
O
SANITARY SEWER
RCP
_ N/A
843.88
WATER LINE
- - - -
- -
TELEPHONE LINE
T
R -3501-N
OVERHEAD
18 �I
RCP
ELECTRIC LINE
-
1.07
ELECTRIC LINE
E
INLET TYPE J
GAS LINE
G
15''
FENCE
POWER POLE
GAS METER
WATER VALVE ►4
POST INDICATOR VALVE P.I.V.
PAD MOUNTED TRANSFORMER
FUTILITY COMPANIES
AMERITECH
5858 N. COLLEGE AVENUE
;NDIANAPOLIS, IN 46220 4
(317) 252-4274
IINDIANAPOLIS WATER COMPANY
l1220 WATERWAY BOULEVARD
i 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
Proposed Storm Sewer
(by others)
L
14
- Proposed Storm Sewer
(by others)
Sta. 133.09.39 "A"
Proposed Storm Sewer
(by others)
15
Sta. 131.49.34 "A"
---Proposed Storm Sewer
(by others)
Sta. 127.41.50 "A"
9y99.407
"DON'T DIG BLIND"
E
1-800-382-5544
CALL BEFORE YOU DIG
STORM SEWER STRUCTURE DATA TABLE �
■ WITH 6'' ORIFICE ON UPSTREAM LNU
UTILITY PLAN
GENERAL NOTES:
1. ALL POINTS OF CONNECTION OF PROPOSED SANITARY 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
EFFECTED UTILITIES AND THE LOCAL UTILITIES PROTECTION
SERVICE PRIOR TO ANY CONSTRUCTION.
3. LENGTHS SOPIPES
INDICA
TED ACFROM
PIPEENENGTHTER OS. CENTER OF
TRUCTRESAND ARE
4. COHOURSTPRIOR OR TO CONSTRUCTTION FOR 1-00-382-5544LL CALL FORTY-EIGHT
BEX STING UTILITY
LOCATIONS.
5. SEE SHEET C103 FOR SITE PLAN.
6. SEE SHEET C104 FOR GRADING PLAN.
7. SEE SHEETS C109 THROUGH C111 FOR CONSTRUCTION DETAILS.
8. 6" UNDERDRAIN SHALL BE CONSTRUCTED AROUND EACH
INLET AS SHCWN.
9. SEE SHEET C106 FOR OFFSITE WATER MAIN DESIGN.
10. 4��CROSSINGS ED UNDER PAVEMENTR ALL TRIC, TELEPHONE,
CABLE, EC
11. GRANULAR BACKFILL REQL41RED FOR ALL UTILITY TRENCHES
IF ANY PART OF TRENCH IS WITHIN 5' OF EDGE OF
PAVEMENT, INCLUDING SIDEWALKS. SEE SPECIFICATIONS FOR
MORE INFORMATION.
BENCHMARK DESCRIPTION
"HAM G 54" - A BRONZE DISK IN A CONCRETE POST PROJECTING 1.5 FEET
AB VE THE
HENGROUNOF SOUTHBOUND MILES SOUTH 'I OF 116TH STREET, 100 FEET WEST
ELEVATION , 844.04 FEET (ISHC)
=* 19800417
STATE OF
'ND I ANP.
Ss
p
0
0
PIPE
Q
ELEVATIONS
GRADE CUNNt(,, I
STIR.
STRUCTURE
CASTING
TYPE
0U
SIZE
TYPE
T.C.
U/S INV. I
D/S IN / TO10t
I
NO.
TYPE
cNEENAT OR Eou L)I
LE
LtT�
o
835.35
834.23 1 1.27
ui c cn
100
PIPE END
N/A 88
---- f --
18" I
RCP
_ N/A
843.88
837.97
835.457 1.16
102
--
101
TYPE q„
INLET T E
R -3501-N
217
-�
18 �I
RCP
-
1.07
103
1--
102
INLET TYPE J
- R-3516
270
15''
RCP
843.08
840.97
839.18
838.07
838.95 1.17
106
53
12"
RCP
--
--------
--
TYPE "J"
R-3516
�- t
i 22 12"
_
RCP
_
845.03
841.17
- --1.
841.07 1 0.47
104
---;
105
103
- �----
INLET -
�-
_--
12" I
RCP
844.96
841.27_ 0.23 -
104
INLET TYPE "A"
- R-3516
56
-
I 8
_841.40
N/A
N/A N/A
N/A
105
INLET TYPE "A"
R-3516
--- ---
N/A
--
N/A i
N/A
-
N/A
_ -
N/A N/A
N/A
106
_ _
INLET TYPE "A"
R-3516__
N/A
N/A
---
N/A-
842.40
I N A/q/
-^
834.00
_ _ . --�-
833.30 4.12
108
08
107
SECTION
- N/A
17
12"•
RCP
_
N/A
_ __
I N/A
- ----
N/A
I N/A ;
108
-END
END SECTION
N/A
N/A
N/A
N/A
r- --
837.65
- -
834.00 18_23',
110
109
--
PIPE ENO
NIA
��20
12"
RCP
N/A
- ---
841.00
-- --
840.95
837.75 20.00
111•
110
INLET TYPE ''A''
R-3405 -'
--
1fi
-
12
r--- -
RCP
-
N/A
N/A N/A i
110
,,,
I wl FT TYPE A
"
-
R -3286-8V
N/A
---L----_
N/A
N/A
T 847.60
--
■ WITH 6'' ORIFICE ON UPSTREAM LNU
UTILITY PLAN
GENERAL NOTES:
1. ALL POINTS OF CONNECTION OF PROPOSED SANITARY 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
EFFECTED UTILITIES AND THE LOCAL UTILITIES PROTECTION
SERVICE PRIOR TO ANY CONSTRUCTION.
3. LENGTHS SOPIPES
INDICA
TED ACFROM
PIPEENENGTHTER OS. CENTER OF
TRUCTRESAND ARE
4. COHOURSTPRIOR OR TO CONSTRUCTTION FOR 1-00-382-5544LL CALL FORTY-EIGHT
BEX STING UTILITY
LOCATIONS.
5. SEE SHEET C103 FOR SITE PLAN.
6. SEE SHEET C104 FOR GRADING PLAN.
7. SEE SHEETS C109 THROUGH C111 FOR CONSTRUCTION DETAILS.
8. 6" UNDERDRAIN SHALL BE CONSTRUCTED AROUND EACH
INLET AS SHCWN.
9. SEE SHEET C106 FOR OFFSITE WATER MAIN DESIGN.
10. 4��CROSSINGS ED UNDER PAVEMENTR ALL TRIC, TELEPHONE,
CABLE, EC
11. GRANULAR BACKFILL REQL41RED FOR ALL UTILITY TRENCHES
IF ANY PART OF TRENCH IS WITHIN 5' OF EDGE OF
PAVEMENT, INCLUDING SIDEWALKS. SEE SPECIFICATIONS FOR
MORE INFORMATION.
BENCHMARK DESCRIPTION
"HAM G 54" - A BRONZE DISK IN A CONCRETE POST PROJECTING 1.5 FEET
AB VE THE
HENGROUNOF SOUTHBOUND MILES SOUTH 'I OF 116TH STREET, 100 FEET WEST
ELEVATION , 844.04 FEET (ISHC)
=* 19800417
STATE OF
'ND I ANP.
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