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SANITARY STRUCTURE TABLE
STRUCTURE ID
DESCRIPTION
RIM
INVERT
NOTES
4
EXISTING MANHOLE
821.83
8" - 820.64 (N)
EX 8' OR 10' - 820.64 (N)
8' = 820.60 (W)
EX 8' OR 10' - 820.60 (W)
5
SANITARY MANHOLE
832.13
8' = 823.02 (E)
8' - 822.64 (N)
6
SANITARY MANHOLE
837.06
8' = 826.19 (W)
I
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BUILDING 1
BUILDING 2
SAN✓3 �/II n A, � �- SA 6IH2 \\ \\ \\ \\
I I
1 11 TYP
— — — — — — — — — — — — —
OFFICE BUILDING
( RB w�a Tc e4s.35
/ 3 � I
$T" TC. 84776 CURB NLET Tc: 84764
C113
_-12"WTR------12"WTR------12''WTR------12 aTi-
-----12"WTR------12'WTR---- CI14
--------------
\\I I
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and meal Codes
City
of Camel
�VT\LJtOM4'YADA/�
DATE: \ 10/31/19
MH15
3m
BUILDING 4
FUTURE
TAVERN
J
�R
I 16
(10� 26 3
12
.I
ID UILDING 5
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ID
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sanitary detail nne i
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0
---12"WTR---
LEGEND
,OO;N\\\a1,.5M �C�ryGG
TE
- - - - - - - - - - - = W �B e U
Z TYRO STORM SEWER \0P 166668m O
0 40 80 120 FOUNDATION DRAIN/UNDERDRNN STATE OF
SAN
{SAHRAAY SEWER MOUMF =41
GRAPHIC SCALE IN FEET 12 WrR WATER MAIN , 01111 AA `
— G G TELEPHONE
06/10/19
UTTELEPHONE
{p I UE ELECTRIC
HVE HIGH VOLTAGE ELECTRIC
F F FIBER OPTIC
EXISTING UTILITY
_ TO BE ABANDONED
L I CATCH BASIN/AREA DRAIN
CURB INLET Z
n
z I , ENDWALL W a
p CLFANOUT LLU d T
MANHOLE 0: r0 r!
.O. FIRE HYDRANT c
a a
WATER VALVE ftl 6
rn OX PROPOSED STORM I.D. C
OPROPOSED SANITARY I.D. ? 4
u
FUTURE CONSTRUCTION ^131
W ap
w
UTILITY KEYNOTES
h o
❑ O o
O RELOCATED WATER MAIN. 18 6' DOMESTIC WATER SERVICE W/ G
_ - 4' METER AND RPZ GW
FlRE O COMBINED DOMESTIC/PREVENIER INSIDE BUILDING
/ Z C PROTECTION WATER SERVICE.
PROPOSED BUILDING STORM
FIRE DEPARTMENT CONNECTION. 17 SERVICE (SEE PLUMBING PUNS). �
14 O ADJUST UTILITY STRUCTURE TO O RELOCATED PUBLIC WATER (BY
FINISHED GRADE 18 OTHERS) Z O N
8' SANITARY SERVICE O 1.00E m
I \ \ O (MIN). 19 SERVED FROM BUILDING Y 0 o O o 0 m
\ PLUMBING SYSTEM. PRIVATE - w
n g RELOCATED HIGH VOLTAGE PAINTED RED 4 \ ( O ELECTRIC (BY OTHERS). 0 1 N ❑
MH4/ 4 20 G I\\ O7 25, ELECTRIC EASEMENT. T-COUPLINREO'D TIE EX. DL O ❑ ❑ U
J 6' C.P.P. NEW STORM
ODISTRIBUTION CABINET. SEWER.
(BY DUKE
8 8 (BY DUKE ENERGY) 21 PROPOSED INLETS / TOP OF PODIUM STRUCTURE.. (SEE
RELOCATED OVERHEAD ELECTRIC. PLUMBING)
30 - - 30 10 TRANSFORMER BY DUKE ENERGY. m
' . C ea�s\�c O 22 0 ED IRE HYDRANT PROPS F
_ N N
13 w aza sa - � )_ - � � - 11 PPoMARY ELECTRIC SERVICE ASSEMBLY � N
4 FOR we IT- 12 SEORDANY ELECTRIC SERVICE 23 EXTENSION SED 12" O.I. WATER MAN Z Ba
CONNECT TO EXISTING UTILITY c
2 _ - - - - - - 13 PER AGENCY REQUIREMENTS. 24 PROVIDE 10'X10"X12" TEE o N
PROPOSED UTILITY POLE AND O POST INDICATOR VALVE C p
O2g FIRE SERVICE ENTRY WITH N N N
15 RPOLE DOUBLE CHECK DETECTOR
RELOCATED LIGHT
ASSEMBLY INSIDE BUILDING r m C LL
�159'�8' SAN
0 2.00E F
UTILITY NOTES
I 1. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS
TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. W
w 2, SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO \ a
ASTM D-3034, STIR 35 WITH A MINIMUM CELL CLASSIFICATION R 12454-B,
OR REINFORCED CONCRETE PIPE CLASS III, N. OR V IN ACCORDANCE WITH 00 J
f- - AiANDAND AWWA DUCTILE- 51I OR HIGH DDEENSITYMING TO ANSI POL ETHYLENE PIPE
PE O
0 CONFORMING TO ASTM-3350 CELL CLASS P.E. 3744 33C. O
W tl I I 3. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION
PERMIT HAS BEEN OBTAINED.
h I 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM
U L _ VERTICAL SEPARATION OF 18' BETWEEN THE OUTSIDE OF THE WATER MAIN
I PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL
TRENCH DRAIN :62E.44 BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS
W WILL BE EQUIDISTANT AND M FAR AWAY FROM THE SEWER AS POSSIBLE IF
W - - - WATER UNE(5) F EITHER
BELOW SAINFARY IRON SEWER OR OF, SEWER LINE MUST BI
OR EQUIVALENT)
OF R Thin DUCTILE IRON PIPING OR OF 200 psi PVC (SDR-21
_ I OR EQUNAI.ENn FOR TIMT PARTICULAR SPAN.
23 L TRENCH DRAIN e2e.65 5, EXISTING UNDERGROUND UTIUIES ME SHOWN IN THEIR APPROXIMATE
L LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. TIRE
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION
OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE J O
13 12mX8m REWCER UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD = Q
LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL K
NOTIFY THE FOLLOWING FORTY-EIGHT (48) HOURS IN ADVANCE: INDIANA
J I UNDERGROUND CABLE LOCATION 1-100-382-5544. C m LU
Z
8. ALL STORM AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED IN C� Z
r ACCORDANCE WITH CITY OF CARMEL STANDARDS AND SPECIFICATIONS.
L T - 7. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND/OR CONNECTED TO THE Z Q
r r STORM SEWER SYSTEM. Z 2 4 2
III III 8. GRANULAR BACKFlLL IS REQUIRED FOR ALL PIPE UNDER PAVEMENT AND li = a I1
WTTAIN 5 FEET OF PAVEMENT. U O li
— I
\
9. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL
AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY
FEDERAL. STATE, COUNTY. CITY OR LOCAL AGENCY. WE AMOUNT. LOCATION
AND SIZE SHALL BE PER DIRECTION OF AGENCY.
10. ALL SANITARY LATERALS SHALL BE 6' SDR-35 PVC O 1.00E MINIMUM SLOP
ALL LATERALS SHALL MAINTAIN A MINIMUM OF 3' OF COVER FROM FINISHED
GRADE TO TOP OF PIPE.
V /
O
Li
J
LU
`/
LU
Q
RD
j
UU
Z
J
UU
IX
V
J
11 A__ WATER BE PERFRMED
CONSTRUCTION P CIFlCATIONSOAND IN
= J Q
ACCORDANCE�WITH CARMELR WATER STANDARD SN/STRUCTUE
REQUIREMENTS, INCLUDING AS-BUILTS PROVIDED AT COMPIETION.
WC U
12. ALL WATER MAIN BENDS, ELBOWS, TEES, VALVES AND HYDRANTS SHA1.1 HAVE
W
---12"W - --I
PROPER THRUST BLOCKING.
C
L 3
13. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF
SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL
Unni POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED
RIGHT-OF-WAY.
_
v
14. SEE SHEET C101 FOR EXISTING STORM SEWER AND SANITARY STRUCTURE
INFORMATION.
15. ALL STORM SEWERS WITHIN PUSUC RIGHT-R-WAY SHALL BE REINFORCED
CONCRETE PIPE.
C400