HomeMy WebLinkAboutC401-UTILITY-PLAN-STORM-SEWER-Rev.2STORM STRUCTURE TABLE
STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES
1.1 84' Pipe HeaEwall 830.97 84� = 822.4] (5) SEE PlANS
24' � 826.30 (5) �E 7' MMIHOLE W/
1.2 MPNHOLE g32,Z5 84' - 823.25 (N) �E 4 CAST'G
24' � 826.50 (�
12' � 825.82 (W)
1.7 CURB INLET 830.85 18� � 828.85 (S) INLEf IYPE 'M" W/
24' � 828.50 (N) TYPE 10 CAST'G
1.4 MPNHOLE 83f1.17 18' - 828.98 (S) EX 6' = BDA4 (W)
18� = 826.88 (N) (CONIRACTOR TO VERIFI�
1.5 CURB INLET 830.73 18� - 82].04 (S) INLEf ttPE 'M' W/
18' = 827.04 (N) TypE 10 CAST'G
1.8 CURB INLEf 831.34 12' = 82829 (N) IN. 71PE 7' M/ T1PE 10 GSfG
1.] CURB INLEf 832.33 12 � 828.01 (5) INLEf IYPE �M� W/
18' = 827.52 (N) TYFE 10 CAST'G
1.10 CURB INLEf g3Z,ZZ 24" = 826.58 (W) rypE '0' MRNHOLE W/
24' = 826.68 (E) rypE 4 C/�SYG
12' = 828.80 (E) �E 1' MNNHOLE W/
1.11 MANHOLE 833.06 24" = BD.19 (W) �E 4 CFSiG
24� = B2].49 (5)
1.12 MPNHOLE 833.8] 12' � 830.34 (N) S�UC. IN PREV. CONTRACT
12' � 830.19 (W) CONNECT NEW PIPE ONLY
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STORM STRUCTURE TABLE
STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES
24' = 82].00 (� ryPE �D' MANHOLE W
1.75 MPNHOLE 833.49 24' = B2].00 (W) n,PE 4 ClSYC /
15' = 82].BO (N)
1.16 CURB INLEf 8}2.34 �5' � 82].8B (NE) INLET IYPE 'M" W/
is' - azzea (s) rne m catt'c
14] CURB INLEf 832.28 15' = 828.05 (SW) INLEf IYPE R W
1VP B CPST'G
1.18 CUR9 INLEr 833J3 12� - 8303] (N) INLEf IYPE �R� W/
12' = 830.3] (S) iVPE B CPST'G
1A9 CURB INLEf 833J3 12' = 830.5J (S) INLEf IYPE M W
iVP 10 CAST'
1.20 CURB INLEf 833.78 24' = 827.95 (N) INLEf TPE 'M' W/
18� = 828.53 (E) IYPE 10 CPST'G
1.21 MPNHOLE 833.55 �8' = 828.63 (W) NPE '0' MANHOLE W/
18' - 828.93 (S) NPE 4 CASYC
2.0 MPNHOLE 831.39 18' - 826.50 (E) T�E MPNHOLE W
DOUBLE CURB 18' = 826.89 (W) INLET TYPE 'M' W/
2'� MLET �3'12 18' = 826.99 (E) TYPE 10 CAST'G
2.2 MPNHOLE g34.88 18' = 82].38 (E)
18' = 82].28 (W)
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LEGEND
_ 12'SD _ 570RM SEV/ER
fOUNDATION DRFIN/UNDERDRRIN
A'SAN St�ITPRY SEWER
�2"W�p WATER MRIN
G G �3
UT IELEVHONE
UE ELEC7FtIC
HVE NICH VOLTAGE ELECTRIC
F F RBER OPfIC
_ . . . . . . . . . . _ IXISrING UIILIIY
TO BE ABANDONED
� CRTCH B.451N/RREA URAIN
� WRB INLEf
, ENDWALL
p CLEANOIR
� MANHOLE
.�, iIRE HYDRPNT
�� WAIER VALVE
OX PROPoSm STORM I.O.
OPROPoSm SPNRRRY I.D.
,�,
SfAIE OF
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UTILITY KEYNOTES Q
I 0 40 80 120 � R0.0CAlED WAIER NAIN. � 7) PROVOSED BUILDING STORM �
SERVICE (SEE PLUMBING PLANS).
/� COMBMm DOMESIIC/FlRE 0
GRAPHIC SCALE IN FEET \�J PROTEC110N WAIER SERVICE. �g RELOCAIED PUBLIC WAIER (BV Z
OTHERS).
� FlRE DEPARTMEM CONNECTON.
OO FINIS ED 6RADE.�UCNRE TO �9 PEFJBNG�SY5TEM.PRNAIE -
PNNTED RED
/c 8' SANRARY SERv10E O 1.00%
\J (MIN). pp� T-COUPIJNG REQ'D k TIE EX.
' SD O 0.91R 6 RELOCATED HIGH VOLTAGE 6' C.P.P. TO NEY/ STORM
� i� L� ELECTRIC (BY OlHERS). SEWER.
'� p� PROPOSEO INLEfS ON TOP OF
C� 25' ELECTRIC FASEMEHL PO�IUM STRUCNRE. (SEE
� � PRIM4M DISTFtIBUTION CPBINEf. PLUMBING)
/ - ��8 (BY DUKE ENERGI') 2� Pp�EMBLV FlRE HYDRAN�
� � � _ � � J�� � g� R0.0CAlED OVERHE4D ELECIRIC.
I � J� I 23 �E SSON tY D.I. WATER EWN
� i- �� Cp� TRANSFORMER BY DUNE ENQtGY.
� � \ % � 11 PRIAl4RY ELECTRIC SERJICE. 24� pROVIDE 10'X10'X72" TEE
� � �� �y SECANDPRY ELECiRIC SEKVICE. p� ppg� M�ICRTOR VPLVE
I'� ��� PERNAGENCY REpUIREMENIS. \2� DOUB �CH CK DEfECT R
J � ASSEMBLY INSIOE BUILDING
'", �� � �y PROVOSED IJrILRY POLE RND
� f ���� O�W� /27 CI1Y Of CARMEL SECURIIY
� =,. � - CN.IERA CONDUR BOX
'^` �..4- � l 15 R0.0CAlED UGIR PoLE.
���_ '� � ��% /��� pg (2) 4' CONDUIT WITH PULL BOX
�-1+�'-��� � 3G_ _� 30 i6 8' DOMESTC WAIER SERVICE W/ �� ppD IDRNED UP INSIDE NORrH
4' METQt AND RP2 R4CKROW WpLL OF IDF IN BUILDING 4
4 � - � � � ��� _ . PREVENTER INSIDE BUILDING
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STORM STRUCTURE TABLE
STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES
2.3 MPNHOLE B39.B9 18� - 829.64 (E) EX 15� = 841.80 (SE)
18' = 828.54 (W)
2.4 MANHOLE 842.59 18' � 829.09 (W)
18' � 829.19 (E)
15' � 839.00 (E)
2.5 MPNHOLE 893.85 18' � 829.10 (W)
18' � 829.50 (N)
2.6 MPNHOLE 848.75 12' - 842.26 (NE)
15' = 840.75 (W)
2.7 MPNHOLE 847.94 �Z� - 842.61 (NE)
12' = 842.50 (SW)
za r,uwHo�e a�s.as �z' = aaa.00 (sw)
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2.9 Trench Dmin 847.21 12' = 846.00 (5) UPSiREAM INJ. = 8{6J5
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UTILITY NOTES � �
1. ROOf DRNNS, fOUNDATION DRAINS, AND OTHER CLEAfJ WATER CONNECTIONS O
TO THE SPNRNRY SEWER SYSTEM ARE PROHIBITED. O
2. S4NRARY SEWER PIPE AND FRTINGS MAY BE EIfHER PVC THAT CONFORMS TO �
ASTM 0-3034, SDR 35 WIRi A MINIMUM CELL QASSIFlCATON OF 12454-8,
OR REINFORCED CONCREfE PIPE CVSS III, IV, OR V IN ACCORDANCE WIR1
ASTM C-]fi, OR �UCTILE IRON PIPE CONFORMING TO AN51 SPECIFlCATIONS
A21.51 AND AWWA C-151, OR HIGH DENSf1Y POLYETHYLENE PIPE
CONFORMINC TO ASTM-3350 CELL CL155 P.E. 3344 33C.
3. CONSTRUCl10N SHALL NOT fqA1MENCE UNIIL PN IMPROVENEf�R LOCATION
PERMR Hf5 BEEN OBTNNED.
4. WATER MAINS CROSSING ANY AND ALL SEWERS SHPLL HAVE A MINIMUM �
VERTCAL SEPARATION OF 18' BEIWEEN THE Ol7�SIDE OF 7HE WATER AWN
PIPE PND THE SEWER PIPE. ONE NLL LENGTH OF WATER MNN PIPE SHALL
BE CENTERED AT THE POIM OF THE CROSSING SUCN TH4T BOTH JOINTS J
N7LL BE EQUI�ISTANT PND AS FPR AWAY FROM THE SEWER AS POSSIBLE. 6
WATER LINE(5) CRO55 BELOW 54NITARV SE'NER LINE(5), SEWER LINE MUST B J 1
CONSTRUCiED OF EITHER �UCiILE IRON PIPING OR OF 200 pai PVC (SDR-27 � ;
OR EpUIVFLENT) FOR THAT PARTICUUR SPAN. � �
5. E%ISIING UNDERGROUND IRILRIES ARE SHOWN IN THEIR APPRO%IM4TE C� �
LOGTIONS ACCORDING TO THE BEST AVNLIBLE MFORMATION. 1HE C Z ,
CONTRRCTOR SHPLL BE RESPONSIBLE fOR OEfERMINING THE E%ACT LOCATION � i
OF THE EXISTNG U1ILRIES AND REPNRING ANY OAA44GE DONE TO THE � �
U1ILITIES OURING PROBMG OR CONSrRUCTION. TO OBTAIN ACWRRTE FIELD
LOCATIONS OF EXISiING IINDERGROUND UiILRIES, THE COFRRACTOR SHALL Z � ,
NOTIF1' THE FOLLOWWG FOR1V-EIGHT (48) HOURS IN ADVANCE: INDIANA � �
UNDERGROUND CABLE LOCATION 1-800-382-5544.
8. ALL SfORM AND S4NRARV SEWER CONSTRUCTION SHALL BE PERFORMED IN U� �
ACCORDANCE WITH CI7Y OF CARMEL STANDARDS AND SPEqFlCATI0N5. �/� O �
7. FIELD TILE ENCOUNTERED SNALL BE REPLACED AND/OR CONNECTED TO THE O W'
STORM SEWER SVSTEM.
8. GRANUIFR BFCKFILL IS REQUIRED FOR ALL PIPE UNDER PAVEMEM MID �
WRHIN 5 FEEf OF PFVEMENT. a� �
9. THE CONTRRCTOR SHPLL BE R6PONSIBLE TO PROVIOE RT HIS IXPENSE �LL � Q ;
AUTOMOBILE AN� PE�ESR2l4N TRAFFIC CONiROL DEVICES REpUIRED BY
FEDERAL, SrATE, COUNIY, Cf1Y Oft LOCAL ACENCY. 1HE AAIOUHr, LOCAIION x� j
AND SRE SHALL BE PER DIRECTION OF AGENCY. .
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10. ALL SANITMY LITERALS SHALL BE 6' SDR-35 PVC O 1.00]6 AIINIMUM SLOPE � �
ALL LITERALS SHPLL MAINrNN A MININUM OF 3� OF COVER FROM FINISHED � �
GRADE TO TOP OF PIPE. �
11. ALL WAIER MPIN/S1F2UClURE CONSIRUCTION SH4LL BE PERFORMED IN �
ACCORDANCE WIIH CARMEL WAIER STANDARD SPEQFlG4TIONS AND
REOUIREMENTS, INCLUDING AS-BUIRS PROVIDm AT COMPLETION. ,+
72. FLL WATER MAIN BENDS, ELBOWS, TEES, VALVES AND NYDRANTS SHALL HA�E v
PROPER THRUST BLOCKING.
13.IF R WILL BE NEC65ARY TO RELOCATE E%ISTING UTR111E5, lHE E%PENSE OF
SUCH RELOCAlION SH4LL BE iHE RESPONSIBINY OF 1HE DEVELOPQt. ALL
UIILIT' POLES SH4LL BE LOCRIED WIIHIN ONE FOOT OF THE PROPoSFD
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