HomeMy WebLinkAboutC401-UTILITY-PLAN-STORM-SEWER-Rev.2LEGEND
STORM STRUCTURE TABLE
STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES
1.1 ENO SEC110N 82].BB 38� � 824.9] (5) SEE PLWS
15' � 825.90 (5; �E T MNNHOIE W/
1.2 Stortn MH 60' �ia 830.13 38� � 825.]0 N �E 4 GSiG
38' � 825.90 (�
1.3 CURB INIFf 870.85 �2� � 827.12 (S) INLEf 1YPE 'M' W/
15' � 827.02 (N) 7YPE 10 CASYG
1.4 MPNHOIE 819.93 12' = 827.28 (5) IX 8' = 82].1f (W)
iz• - ez�.ze (N> (coNrw,cTors ro vmiM
1.5 CURB INLEf 930.]3 12� - 82�'43 �5� INl£f IYPE 'M' W/
72' - 827.43 (N) iypE 10 CPSf'G
1.8 CURB INLEf 831.34 12' = 920.36 (N) IN. Ti4 7' �/ 11PE 10 GSfC
1.10 CURB INLEf g3Z,ZZ �� = 828A9 ('A� INLEf 1YPE 'M' W/
3B' � 026.OB (� 7YPE 10 GSiG
12' � 82].89 (E)
1.11 MPNHOIE 833.12 24' = 821.19 (M') 71PE 'II' MPNHOIE W/
Y4' - 921.49 (5) 71TE 4 GSf'G
12' = 830.29 (E) TMpE T WWHOIE W/
1.1] MINHOIE 933.9] 12' = 830.34 (N) TMpE 4 GST'G
12' � 830.19 (W)
1.13 MPNHOLE 841.30 12' - 838.52 (W) �pNNECT NEW PIPE ONLY
STORM STRUCTURE TABLE
STRUCTURE ID DESCRIPTION RIM/GRATE INVERT NOTES
za• _ ess.eo (� me 'n' r�uaro� w/
1.15 MPNHOLE &32.18 38' - 828.50 (W) rypE 4 C/Sf�G
12' � 82].80 (N)
12' � 82].88 (N� INLET IYPE �A1� W/
1.18 CURB INLEf 831.94 �Z• � BZ�88 �S� rypE 10 G51'G
1.1] CURB INLEf 832.28 12' � 828.05 (SW) INL£f IYPE W
1.18 CURB INIEf 833.73 �Z ` 870'3� �N� INLET 1YPE 'M' W/
iz• - aao.a� (s) me io crsr'c
1.19 CURB INLEf 87J.71 12' = 830.53 (5) ML£f IYPE A W
TYPE 8 CASYG
1.20 CURB INLEf 833.34 24' = 818.17 (N) INL£f IYPE 'A' W/
2{' = 028.23 (E) iYPE 8 CASiG
1.21 MPN�pLE g34.OB 24' = 828.03 (W) TYPE 'II' MANHOLE W/
1B' - 829.93 (5) TYPE 4 GSi'G
].0 MINHOIE 831.39 18' � 826.50 (E) IX 24' = 028.]B (W)
2.2 5lortn MH /8' Dia &12.5] �8' = 82].35 (E)
18' = 82].35 (W)
2.3 Slortn MH 18' Dia g78.}p 18' - 828.50 (E)
18' � 828.50 (11�
o .:.:: Ir II I II _ _ �
o i f I �� � J.: I ..; 1 �
-- _- -- f �
� 00.315 SD 30'MYI50
O 0.515
" . / .5' �L= � cr+, - _e_ - a�. � 13
3 I 13
� � 2. � 1.6 � i i � ` � � �
Y '. - .f - i- - a� �Y
� ti I �, -
� II��I 38'..18' SD i �. ` f � .� . .
O 1.OWG
o � � �, � VETERA 5'DRfVE '�
(POBl1C 6AtEETj
n' I�� 2.�� �. �% .
o � �� HVE H HVE �� VE HVE
N � I�I . � �� .. ; . ..
� � 'iy� � z.z '-, i d � - -�� - �t , - - - -
; a 46'�18� 50 O 1.001G
z � +p�I II 9
` � IiI I . `� BUILDING 1
� o {-�� � F I�� [I O 1.001G 50
� r IpI
0 o I � II
0 o I II � 20
�n v - Jw� � ��� �� � �� � � � ��
0 o I � I I w� �
N d
� � � � I � f, '�i g . .
x � P, :.i 23 � f �- � � � � � � � � � � � � � � �
o c i i.:- . ._
a v � I �
r m
� m I �., I ? I' 89'�78' SD O 1.00x
5 g I� � BUILDING 2
� a j, , �
K
x v� , I 29'MB' SO O 1.001G
0 3
K � �� �
� I
o � �
� ' I 2.4
� �
� j I S_ - ■
3 � I Z.S
� / I
i o � i ❑ � 2i na.
o % - 83��15' SD O 2.101G
m � I� i
� N
� v �
3
� - '..,..2.9
a °
� u � - 23'�12' SD O 1.00E
� � /�� � �� �� � �•�,�• �� � 099� FUTURE OFFICE
m o
�
n b
o� �� � �1 t _
y C
� E / - O \ \ \`,.
X � \\\
. � - � 78'�12' SD O 0.985
w ` v % ' s.� � � .
��
m vi o % I �� �_�
ip N U �
a � � / , � � ' �\� , � �� -
V f O
mmrn r�.
< � _ _ _ _
:n � � �s-�� �_����;�s
o, � j I 2.8 .�. � �_�
a � o . � . . � �r �'+- "" ' ' ' ' -
_ _ _
� � zun ___
_ V�
� u r r-
-n
p4; o , _. _. ' .. _ - - - - - - - `
U v � �
RELEASED FOR CONSTRACTIDN __ �,,,r_ _ ���„,r� - x� � I
- � ',r;_R_ _ _ _ �.::;iF - - �.�;re._ _ _ _ I_
Su6jec��o compliance with allregula�ions - �i
04 S�a�e antl Local Codes pq = i-, - - - - � - -� '" - �� - ` ^
- _'_"_'_______________
---- � � , ;
City of Carmel - - - - - �
y�,:iv �� �\a;,v��tiv.T.�. �\ �
\
DATE: O1 �ZZ�2O
4*J
�
�
'�72' SD
o.szz
208'MS' SD
1.3 O 0.541C�
�� - - � f-...��
� 'Y" � STORM SEWQt
p�� � f'OUNOAiION DRNN/UNUQtDRWN
�++�� 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�
� � ., �
<e
'��' ?�b - o
� GTCM H4SIN/MEA ORNN
2.8 Slortn MH �8' Dia 847.80 12' = 8{P.00 (SW) Z �
� CIIRB INLEf
2.9 r4w Drvin 845.25 12' = 041.00 (S� � � fL
1B' � 92fi.89 (W) �DW� y a
2.11 CURB INLEf B326B �8' � 826.89 (� p CLEANOIR W �
STORM STRUCTURE TABLE
STRUCTURE ID DESCRIPTION RIM/GR4TE INVERT NOTES
2.4 �ryp� gy�.r� 18' � 829.19 (M')
18' � 82949 (�
15' � 838.00 (�
2.5 Storm MH 48' �ia 843.92 18' � 829.18 (M') IX 12' = 040.14 (5�
18' � 829.50 (N)
12' � BIOJ5 (N�
2.6 Stortn MH {8' Dia 846.]5 15� � 810.75 ('A�
12' - 840.T7 iNW)
P.7 Stortn MH 4B' Dia g12.10 12' - 84123 (N�
12' - 841.23 (SN�
�I
I
�I t.z�
� �
; �J I
� � I � �
(MIN). �8 OTIERS). V � O � �n m
W �
ORELOCFIED HIGH VOLTACE FlRE HYDRANi /SSpABLY SERJEO �� W
ELECTRIC (BY 011IQ25). �9 FROM BUILDING PLUMBING � H f/1 �
51SfEM. a 0 0 0 U
O7 25' ELECTRIC EpSEMEM.
�f 1 ' " _\_.I\�
32'�2{'z38' EWP. RCP O 0.5]1G
1.10
, � ea•-aa' so 0 o.sox - -
.� HVE .� HVE �� HVE
�fi� �� �� ����
`� 17 � \,
BUILDING 4 `
1.15 �
38'�-24' SD O 1.00]G -""
34'�24' S0 O 2.021G� I
�L�J � � � �I
� 15'�-24' SD O 4.105 `'.
1..
�7 �.i[
•
5'�12• SD O 0.55:
i.ie
� BUILDING 5
•
138'�12' SD O 4.53:
.
1.13
•
iii �
• • • ■ ■ �
�� 21 NP.
BUILDING 3
_ _ o _ _ _ _
cP�e���
r ' � 1.1 PRIIMR/ DISRiIBUfION CPBINEf. � 8' COP Pu TO NEEW SfORM IX•
�� O (BY DUKE ENERCI� SEWER.
V �. .. . � . gO RELOCRIED OVERHEAD ELECiRIC. p1 POD UM�SR2UC7URE.N(S�OP OF
r , 7p 7RMlSFORMQt BY DUKE ENQIGY. PLUMBING) T W
f
� � � PRIMVtY ELECIRIC SEFMCE A � y
� 3 � o
�Z SECONOMY ELECiRIC SERVICE. j Z N
�' � 13 CONNELT TO IXI511NG U11LI1Y V yj o m
� '�' � , O P� �a� REOUIREMENIS. m y N
te'-tz so ) ' �o o��
e o.511G p d m
, , , ......._ _ - � � �
. p OI M
1.16 �. �',�. .- - ..
� y� � N N
UTILITY NOTES ;; � � a
/�' �yE���,��� � '/ '' 1. ROOF DRNNS, FOUNOA710N DRNNS, AN� OT1ER CIFAN WAIER CONNECilONS r N ^� LL
I � ��= ly� TO THE SWRARY SEWER SYSIEM ARE PROHIBRED. L
\ ����' T���, 1. �' .� •� 2. SWRr1RY SEWER PIPE ANO FiRINGS MAY BE ERHER PJC THAT CONFORMS TO r
: J . ASIM D-3034, SOR 35 WIIH A MINIMUM CELL CL/SSIFlGTON OF 12{54-B,
- _ ��> , �.,` OR REINfORCED CONCREfE PIPE CU55 III, N. OR V IN ACCqRDANCE WIiF1 �
-- � '_'� '�-9- __ � I ASfM C-78. OR DUC7ILE IRON PIPE CONFORMING TO Nl51 SPECIFlCA710NS
� �� - - . � ti" �� A21.51 NID AWWA C-151, OR HIGH DENSIIY POLYEfHYLENE PIPE W
�CONFORMING TO ASIAI-3750 CELL CU55 P.E. SS/4 37C. \ a
�'� �� � 3. CONSIRUCIION SWLLL NOT COMMENCE UNfIL AN IMPROVEMENf LOCATON � J
3]'�12• SO O 0.515 - . PEFtMR WS BEEN OBTNNED. O
� II II � II I4 4. WAiER MNNS CROSSINC FNY rWD r1LL SEWERS SHALL IUVE R MINIMUM
4]'�12' S0 O 4.B]x yEpTCAL SEPM/�TON OF 18' BEIWEEN 1HE OUISIOE OF T1E WAiER AWN 0
/ \.�� � 19 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
WILL BE EOUIDISTNR PNO AS FAR AWRY FROM 1HE SEWER r�5 POSSIBLE. IF
\ �' 31��12� SD O 0.525 I WRER IJNE(5) CRO55 BELOW SPNRRRY SEWER L1NE(5), SEWER IJNE MUSr B
I CONSIRUCIED OF QR1ER DUCIRE IRON PIPING OR OF 2W pei PJC (SDR-21
OR EpUNN.EHn fOR ?H4i PARIICULIR SPAN.
W I I 5. IXISIING UNDERGROUND UIILIIIES ME SHOWN IN 1HpR PPPRO%IMATE
> I LOGl10NS RCCORDING TO 1HE BEST AVNUBLE INFORMAl10N. 1HE
COMIUCTOR SHALL BE RESPONSIBLE FOR DEfERMININC THE OGCi LOCATION
� OF THE IXISIING UIILIIIES AND REPNRING RNY DMIAGE DONE TO THE ' 1
UIILIfl6 OURINC PROBING OR CONSfRUCiION. TO OBTNN ACCUR/QE FlELD y
0 � � LOG710N5 OF IXISIING UNDQ2GROUND UIILIIIES, THE CONiFNCTOR SkULL J
NOTIfY TIE NLLAN1NG FORN-OGM (48) HOURS IN ADVANCE INDIANA
;� I I UNDERGROUND G1BlE LOCATION 1-800-382-SSM. J
I 6. r1LL SiORM rWD S4NRr1RY SEWER CONSiRUCiION SWll1 BE PERFORMED IN ^ �
� m I ACCOROPNCE WIIH CIIY OF GRMEL STANWROS AND SPECIFlCRTONS. � �
_¢ ]. FlEID 111E ENCOUMERE� SHRLL BE REPL1Cm rWD/OR CONNECfE� i0 iHE C� �
I STORM SEWER SYSIEM. C� :
U i
W �� ���.���� ��� 8. GRANUUR BhCKFlLL IS REQUIREU FOR ALL PIPE UNOER PAVEMFM M1D �� I
X I WIIHIN 5 fEET OF PA�EMENT. � C .
W. � Ir �_�[ F. ,. I 9• THE COMW�CTOR SHALL BE RESPONSIBLE TO PROOIDE AT HIS IXPENSE ALL ���� C �
� I AUrOMOBILE PND PEDESIRUN TW�FFIC CONIROL DEVICES REOUIRED BY
fEDERPl, SfATE, COUNiV, CIIY OR LOCAL AGENCY. TIE AlAOUM, LOCATION I•1 a �
I I �D SRE SHALL BE PQt DIRECTON OF AGENCV. V O
,^ 1
10. ALL SANRPRY IATERALS SHPLL BE 8' SDR-35 PJC O 1.WS MINIMUM SLAP �/! J I
ALL UIERALS SHPLL MNMAIN R MINIMUM OF S' OF COYER FF20M FlNISHm O W I
I I GRIDE TO TOP OF PIPE \
�`. ��� 11. r1LL WATER MAIN/SiFiUC7URE CONSTFiUCTION SW1LL BE PERFORMED IN �/ j
I ACCOROPNCE WIIH CPRMEL WAIER SiPNOARD SPEQFlCAilONS rWD a W �
REOUIREMENIS, INCLUOINC AS-BUIL15 PROVIDm Ai COMPLE710N.
� Q I
12. r1LL WAiER MNN BENOS, ELBOWS, IEES, V,LLVFS PNO HYORPMS SMML MRVE '
PROPER THRUSr BLOCKINC. = J I
I`��� I L I I �� SUCH RELOG710N Sk4LL1 BE 1FIE RE PONSIBILIIY OF TIE��pE�El.pPpiNSE�OF r W I
UIILIIY POLES SHALL BE LOCAIED W17HIN ONE F00T OF THE PROPOSm � �
� RIGHT-OF-WAY. �
�----,/�- -� � f _ I - - 14. SEE SHEEf C101 fOR IXISfING SfORM SEWQt AND SWRMY SfRUCfURE � :
� INFORMATION. a
� �' � F r \ 15. NL STORM SEWQtS WffHIN PUBl1C RIGHf-OF-WAY SWLLL BE R�NfORCED U
�.��'� '.D - - - "Sf ..,� h � ;:,I'� I - "_ - CONCREIE PIPE.
s
.
r+`
� VHL � i � ` �
I�BI
0
���u��
�.�_�.�
� � l
u
� � �
i - rii-iL
� . ------ - -------
� MRNHOLE � �
.�. FlRE HYDRINf a
CD
�„�, WAIER VALVE �
OX PROPoSm SfORM I.O. LL
❑
O PROPoSED S/�NRMY I.D. j
�
� �
FUNRE CONSRtUCfION
Z W � -
UTILITY KEYNOTES Q ry
o a
0 40 80 120 O RELOCATED W�TER M/JN. 14 PROPOSED UfILIiY POLE AND .� . . .
COMBINm DOMESfIC/FlRE O Cw 0
GRAPHIC SCALE M FEET OO PROlEC710N WAIER SEKVICE. 15 RELOCAIED L1CM POLE. Z �
O3 FlRE DEPARiMENT CONNECfION. 16 WAIER SERVICE N
4O �SHm GR1� �UCNRE TO �� SRO�POSE(SEEIPLUMBING PLWS). O� N
EWP. RCP O 0.&5S � 8' SWRMY SERv10E O 1.Wi RElOGIED PUBl1C WAIER (BY � Oo N���
W
W
�
a �
a 0
G �
Z �
J �
W �
�
a Q
� J
a
J
�
C401