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SANITARY STRUCTURE TABLE
STRUCTURE ID DESCRIPTION RIM INVERT NOTES
8' � 820.20 (S� IX 8' OR 10� � 820.20 (N)
4 IXISIING MrWHOLE 832./8 8� � 820.20 (N)
8' - 820.15 (N� IX e' OR 10' � 820.15 ('M)
5 S4NRr1RY Mr1NHOlE &31.94 8' - 823.05 (�
8' - 822.95 (NW)
8 SWRARY MRNHOLE 877.08 8' - 825.75 (W)
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BUILDING 2
FUTURE OFFICE
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RELEASED FOR CONSTRl1CTI0N
Su6jec��o compliance with allregula�ions
04 S�a�e antl Local Codes
City of Carmel
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LEGEND
� 'Y" � STORM SEWQt
- - - - - p-� -� -� - - - f'OUNOAiION DRNN/UNUERDRNN
�++�� SANRPAY SEWER
17"WfR WAIER MNN
G C GVS
IR TELEPHONE
UE ELECTRIC
HVE HIGH VOLTAGE ElEC7kIC
f F FlBQt OPIIC
IXISTNG U7RIIY
TO BE r1H�WWNE�
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n
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� GTCM H4SIN/MEA ORHN �
� CIIRB INLEf Z �
, ENDWALL � W
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p CLFANOIR W �
� MRNHOLE � �
.�. FlRE HYDRINf (�9
�„�, WAIER Vr1LVE Q
LL
Ox vrmrosm sroeM i.o. �
� PROPoSED SI�NIrMY I.D. �
� FUNRE CONSRtUCfION � . . -
UTILITY KEYNOTES �
W
Q N
N
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1O RELOCATED W�TER M/JN. 14 PROPOSED UfILIiY POLE AND . . . .
OO PROM7EC710NWAlER BEKVICE. 15 RELOCAIED L1CM POLE. Z o
� O3 FlRE DEPARiMENT CONNECTON. 16 WAIER SERVICE N
�
. . ... � � � 4O �SHm GR1� �UCNRE TO �� SRO�POSE(SEEIPLUMBING PLWS). p� N
N
_ �' �� � OO (MIN��� SERv10E O 1.Wi 8 RQOGIED PUBl1C WAIER (BY �� O N N m
� ORELOCFIED HIGH VOLTACE FlRE HYDRANi /SSpABLY SERJEO �� W
6 ELECTRIC (BY 011IQ25). �9 FROM BUILDING PLUMBING � H f/1 �
sYsreM. a a w z 1
� �i Qi zs' �crnic �uer+r. a o 0 o c.i
T-COUPLING RE�'D k TE IX.
�- - ----- - PRIIMR/ DISRiIBUfION GBINEf. � 8' C.P.P. TO NEW SfORM
�` � L�Y 4'� 6 �. O(BY DUKE ENERCI� SEWER.
� � ,'� '. g� RELOC�IED OVERHEAD ELECiRIC. PROPOSED MLEIS ON TOP OF
� : '�E VE ,._ , �,^ Z� PODIUM SR2UC7URE. (SEE
I ^S'� -��4 �T`_y 7p 7RMlSFORMQt BY DUKE ENQIGY. PLUMBING) T W
�� - ' � ' �'� / �. 11 PRIMVtY ELECIRIC SEFMCE 3 � N
19 1... 4 -% 8 SV! __ " '�'�� �,� � � ii,• 12 SECONOPAY ELECiRIC SERVICE. j Z N
��
I� O S OOx\ ` ' � I CONNELT TO IXI511NG U11LI1Y o m
y3 f'OR INFO. ONLV (N.I.CJ I' 13 PER AGENCY REOUIREMENIS. m � y N
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VGELINE RC
_ I I. .Illa c� ��M
� UTILITY NOTES �; o � a
1. ROOF DRNNS, FOUNOA710N DRNNS, AN� OT1ER CIFAN WAIER CONNECilONS r N�^� LL
i TO THE SPNRARY SEWER SYSIEM ARE PROHIBRED. L
I 2. SWRMY SEWER PIPE ANO FiRINGS MAY BE ERHER PJC THAT CONFORMS TO r
ASIM D-3034, SOR 35 WIIH A MINIMUM CELL CL/SSIFlGTON OF 12{54-B,
I OR REINfORCED CONCREfE PIPE CU55 III, N. OR V IN ACCqRDANCE WIiF1 �
I ASfM C-78. OR DUC7ILE IRON PIPE CONFORMING TO Nl51 SPECIFlCA710NS W
BUILDING 5
� �,
�vy� �
w I A21.51 RND AWWA C-151, OR HIGH DENSIIY POLYEfHYLENE PIPE
> I CONFORMING TO ASIAI-3750 CELL IXA55 P.E. SS/4 37C. \ a
3. CONSIRUC710N SHPLL NOT COMMENCE UNfIL AN IMPROVEMENf LOCATON � J
� PQtMR WS BEEN OBTNNED.
Q � - - i �
4. WAiER MAINS CROSSINC PNY rWD r1LL SEWERS SHALL HRVE R MINIMUM O
w�I I `��� SEPM/�TON OF 18' BEIWEEN iHE OUISIOE OF T1E WAiER AWN
� PIPE N10 iHE SEWER PIPE. ONE FULL LENGil1 OF WAiER EWN PIPE SHML �
I BE CEMEREO Ai TiE PoIH� OF TIE CROSSINC SUCH TiAi BOiH JOIMS
�� I WILL BE EOUIDISTNR PNO AS FAR AWRY FROM 1HE SEWER r�5 POSSIBLE. IF
WATER IJNE(5) CRO55 BELOW SPNRRRY SEWER L1NE(5), SEWER IJNE MUSr B
� a I CONSIRUCIED OF EIIHER DUCIRE IRON PIPING OR OF 2W pei PJC (SDR-21
V _� p` OR EpUNN.EHn fOR ?H4i PARIICULIR SPAN.
X � 5. IXISIING UNDERGROUND UIILIIIES ME SHOWN IN 1HpR PPPRO%IMATE
I LOGl10NS RCCORDING TO 1HE BEST AVNUBLE INFORMAl10N. 1HE
W I� K CONIRRCTOR SHALL BE RESPONSIBLE FOR DEfERMININC THE IXRCi LOCATION
� I OF THE IXISIING UIILIIIES AND REPNRING RNY DMIAGE DONE TO THE ' 1
��� . r� r ..... UIILIfl6 OURINC PROBING OR CONSfRUCiION. TO OBTNN ACCUH/QE FlELD y
LOG710N5 OF IXISIING UNDQ2GROUND UIILIIIES, THE CONiRRCTOR SkULL J
NOTIfY TIE NLLAN1NG FORN-OGM (48) HOURS IN ADVANCE INDWNA
I I UNDERGROUND G1BlE LOCATION 1-800-382-SSM. J O
6. r1LL SiORM rWD S4NRr1RY SEWER CONSiRUCiION SWll1 BE PERFORMED IN ^ O
ACCOROPNCE WIIH CIIY OF GRMEL STANWROS AND SPECIFlCRTONS. � �
�` �� I ' ST RM SEWERCO �E� SHRLL BE REPL1Cm rWD/OR CONNECfE� i0 iHE C� Z
C �
8. GRANUUR BhCKFlLL IS REQUIREU FOR ALL PIPE UNOER PAVEMFM M1D �� � f
-- WIIHIN 5 fEET OF PA�EMENT. � C Z �
9. THE COMRRCTOR SHALL BE RESPONSIBLE TO PROYIDE AT HIS IXPENSE ALL � C � Z J
I AUrOMOBILE PND PEDESIRUN TRRFFIC CONIROL DEVICES REOUIRED BY W 2 Q
I fEDERPl, SfATE, COUNiV, CIIY OR LOCAL AGENCY. TIE AlAOUM, LOCATION �
AND SIZE SHALL BE PQt DIRECTON OF AGENCV. � j � a
� � O o =_
�, 10. ALL SANRPRY IATERALS SHPLL BE 8' SDR-35 PJC O 1.WS MINIMUM SLAP �
\ _ , r - ALL UIERALS SHILL I.WMAN � MINIMUM OF S' OF COYER FF20M FlNISHm O J otl W �
� � - GRIDE TO TOP OF PIPE W\ W �
��` � � �`� l� 11. NL WATER MNN/SiFiUC7URE CONSTFiUCTION SW1LL BE PERFORMED IN �/ � Q J
F� ACCORO,WCE WIIH CMMEL WAIER SiNlOARD SPEQFlCAilONS N!D a W O U �
_ I��`:I� - \ rTL REOUIREMENIS, INCLUOINC AS-BUIL15 PROVIDm Ai COMPLE710N. W
':�:i�_ T ._ `-" -"_ """_______z 12. r1LL WAiER MNN BENOS. ELBOWS. IEES. VPLVFS PNO HYORPMS SMML MRVE W� � �
\ "_""_" """-"' _" PROPER THRUSr BLOCKING = J Q
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�{
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�'"�n
', 1J. IF R WILL BE NECESS�RY TO RELOCATE IXISIING 11iILI11ES, 1HE IXPENSE OF � W U
SUCH RELOG710N SkWl BE 1HE RESPONSIBILIIY OF THE UE�ELOPER. /Jl � y
UIILIIY POLES SHALL BE LOCAIED W17HIN ONE F00T OF THE PROPOSm W
RIGHT-OF-WAY. � 3
74. SEE SHEEf C101 fOR IXISfING SfORM SEWQt AND SONRRNY SfRUCTURE �
INFORMATION.
___-- 15. r1LL STORM SEWQtS WffHIN PUBl1C RIGHf-OF-WAY SWLLL BE R�NfORCED U
_____--- � CONCREIE PIPE.
I���%
C400
�� 21
na.
_ BUILDING 3