HomeMy WebLinkAboutCarmel.IN - VIOC - C3.1)=eaaz� ;
GENERAL NOTES '_���,�
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L iEMPORARY TRAFFlC CONTROL DURING CONSTRUCiION TO \�. /,�oP� � � (osphaiQ
CONPORM TO APPLICABLE LOCAL AND STATE STANDARDS.
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2 ALL CONSTRUCiION AC71YIiY ON iH15 SIIE TO BE PERFORME� IN \ M� / %
COMPLIANCE WI7H APPLICABLE O.S.H.A. STANDARDS FOR WORKER ��� / _e9y
snFErr. � a eg
3. IT SHALL BE 7HE CONTRACTORS RESPONSIBILITY TO FIEL� VERIFY \ � e�'� � i'
ALL U111JiY LOCA710N5 & DEPiHS BEFO@E WNSikUCiION BEGINS � +�
�aePM1alf) . �
4. IT SHALL BE 7HE CONTRACTORS RESPONSIBILITY TO FIEL� VERIFY � � �
ALL E%ISiING ELEVAilONS BEFORE WNSiRUCPON BEGINS. ;"Curb i� �
STORM SEWER INLET NOTE �� ��d
ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE .
LABELLED WITH ENVIRONMENTAL MESSAGING "NO DUMPING, DRAINS ''��`� ,
TO STREAM" CAST IN RAISED OR RECESSED LETTERS ATA MIN. 1-INCH ��
HEIGHT. A SYMBOL OF A RSH SHALL AL50 BE CAST WITH THE LETTERS /�
� ,, x�
UTILITY LOCATE NOTE � =,�;
IDIANA 811 FAILED TO LOCATE ALL EXISTWG UTILITIES ON AND/OR SURROUNDING
iE SUBJECT SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO LOCATE AND FlEL
-RIFY ANY EXISTING UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. CIVIL SITE
ROUP,INC. CANNOi BE HELD RESPONSIBLE IF iHE PROPOSED IMPROVEMENIS
ITERFERE WITH ANY EXISTING UTILITY WFORMATION NOT SHOWN ON THESE PLANS.
EXISTING CONDITIONS NOTE
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS,
INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE
BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTO
TO NOTIFY ENGINEER OF ANY DISCREPANCIES.
NOTE
ALL CONCRETE PIPE JOINTS SHALL
BE CONTINUOUS O-RING RUBBER
GASKET CONFORMING TO ASTM C 443
18 " OF VERTICAL SEPARATION MUST
BE MAINTAWED FOR ALL UTILITY
CROSSINGS.
UTILITY VALVE NOTE
ALL U1111TY VALVES AFFECIEO BY CONSiRUC110N SHALL BE
nodus�o to riNa� cRnoE ns NccoEo to ec Fwsn vntn
r�Nisnco Pav�n�cNt, siocwa�K oR �alloscnac aREn.
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, � REVISION RECORD
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\�� REV DAiE DESCRIPTION DES BY APP E
� \ ��;� � a9/13/19 REV. PER CARMEL iAC REVIEW COMMENTS KPB BSC
� � � 2 11/04/19 REV. PER DRAINAGE REVIEW COMMENTS KPB BSC
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� � wn��s below. Call betore you ai9. —
�� _ _ — — — IEX. ENO $ECTION NOTE
NV.=875.52 (W - 30" RCP)
�'�i REFER TO ARCHITECTURAL &
FOUNDATION PLANS FOR ALL
__. BUILDING DIMENSIONS.
M1� y�� � �
�' % tQ. �yCP � -' -
x �
� EX.30 RCP ___�
- '- EXISTING PONO "E"
NORMAL POOL = 874.0
100-VR STAGE = 881.14
�0
� TBM $1 EX. STORM MH
ELEV.=88355' 0aV"� 7,C.=883.35
ma
INV.=8�648 (N - 30" RCP)
+ INV.=87646 (E - 30" RCP)
10 e �"79 � ' � ��. �%°�'`. INV.=8��50 (W - 18" ftCP)
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\ V- � .t x = �
x / , �x 1'� \ , �� ''I � NEW 5'B STORM MANHOLE
�' �I (REMOVEIREPLACE EX. BEEHIVE WLET— -
� i� � \� AS NECESSARV PER CARMEL STDSJ
� ,W. p' N' ..� V T.C.=883.15
�y�' � � ��,. \ e�� INV.=877.55(E-18"F2CP)
x i" � '� !A � a'`� (y I� iNv.��a.as�w-iz^RCP�
' �,� �c�' � db�^' � A (u q� IAiNv.=s�s.�o(�z^TosnnP>
�'� n' S `b` �- 26 Cum \ � \ �a° �(/� INV.=878A (12� FF20M BMP)
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STORM PLAN -1"=20'
EXISTING RIGHT-OF-WAY NOTE OWNER:
VALVOLWE INSTANT OIL CHANGE
DAMAGE TO THE EXISTING RIGHT-OF-WAV SHALL BE RESTORED/REPAIRED TO THE
SATISFACTION OF THE CITV AT THE COMPLETION OF THE PROJECT. THE CONTRACT(
IS ENCOURAGED TO WSPECT THE RIGHT-0E-WAY WITH THE CIN PRIOR TO THE STAF
OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY
STORM SEWER SYSTEM NOTE
ALL STORM SEWER INFRASTRUCTURE TO BE
CONSTRUCTED WITH THIS PROJECT SHALL
BE PRIVATELYOWNEDANDMAINTAINEDBY
CURRENT PROPERN OWNER & ALL HEIRS,
SUCCESSORS, &ASSIGNS.
STORM SEWER SYSTEM NOT
Altn: RICHARD GALLEGOS, P.M.
100 VALVOLME WAY
LEXINGTON, KY 40W9
(9]2) 202-66]4
ENGINEER:
CINL SIiE GROUP, INC.
160 WEST CARMEL �RIVE
s��TE z<o
CARMEL, INDIANA 46032
(31]) 810-16]]
STORM BACKFILL NOTE ARCHITECT:
nim: nnov Mo�ouo
ALL PROPOSE� RCP Si0RF1 SEWER SHOIIL� BE S�STE ON�O OSE WESt AVE.
CONSIRUCIED WIiH BACKFILL PER CIIY OF qKRON OHIO 44321
CARMEL STD. �WG.10-31 ON SHEET C7.L (93]) 401-3824
SURVEYOR:
CENTRAL STAlES CONSULTING, LLC.
23-B N. GREEN STREET
E eaowr�seuRc,ir�oinNn nsiiz
(31]) 858-8662
Attn: DONAL� MOSSON
iHE STOR�A SEWER SYSiE�A SHALL BE CONSiRUC7ED PER DESIGN SPEQFlED AN� AS APPROVED
BY hlE CITY OF CARMEL ON hiE FINAL APPRO�E� CONSIRUCPON PLANS. DENAlI0N5 FROM
7HE APPROVE� �ESIGN SHALL ONLY BE PEFMIiIE� �OE i0 SPECIAL CIRClIMSiANCES OR BMP & DIVERSION
OIFFICULiY DURING CONS7RUCilON AND VALL REOUIRE PRIOR FIEL� APPR�VAL BY 7HE DESIGN
ENCWEER. AN EMPLANAiION OF ANY SUCH �ENAiION SHALL BE INCLU�ED AS A REQUIREMENT STRUCTURE DETAILS
ON AS-BOILi/RECOR� DRAWINGS SU9MITIED FOR RELEASE PERFORMANCE GUARAN7EE5.
aPaeav�o oesicN s�oPes ioeNnvieo ns ceNeennNc v��ocmes o� zs rp: oe �ess ae io DETAILS OF THE PROPOSED STORMWATER
ips OR GREAIER (AT NLL fLOW CAPACITY) SHALL REOUIRE AS-BUILT CER➢FlCA➢ON AT 1HE
RELEASED FOR CONSTRACTION I SiAL�DTm�ENSURE C uPu NCET� sTRUC URe ARE LOc� TEDSO sHEETO �Ez
V OF CAFNEL.
c..�.��e�� �........i:........uu.n _.....i..n.,..
04 S�a�e antl Local Codes
City of Carmel
`�j sv�� �\o�v�AW.� �
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DATE: OZ�� 3�ZO
STORM SEWER PROFILE
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— — ��
9' — J
@ 31% 191' �J— EXISTING 30' RCP
e�s iz RCP �o,sii our�Er PZPE
12' RCP g' 46'
10-YE R HGL
PER R TIDNAL @1�00% @0,11%
SPREA SHEET 12" RCP EX 1B' RCP
870 z� suwP REQ n
10+00 11+00 12+00
�.r�.c��� �� %////// scA�E: HORz.: � "=50'
Existing Grade New Grade Granular Backfill �/E R T.: � = 5
875
�
NORTH
LEGEND: Zo o ro zo
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION ( M FEET )
X . 1 inch = 20ft.
��� PROPWE� CURB ELEVATION
.�,a;�
ME MATCH EXISTING GRADE
TC 10P OF CURB/SiORM CASiING ELEVAiION
BC BOTfOM OF CURB ELEVATION
EP EDGE OF PAVEMENT ELEVATION
TN 10P OF WALL ELEVA?ION
INV. STORM SEWER INVERT ELEVATION
— — — — PROPOSE� GRADE BREAK
� PROPOSE� CONtOUR
EXISTING CONTOl1R
PROPOSE� 40RM SEWER
PROPOSE� ROOF DRAIN / SUBSURFACE �RAIN SEWER
� � � PROPOSE� STORM STRUCTUftE
>a� pROPOSE� �RAINAGE SWALE
----�---- PROPOSED STORM MLEf w/ 6" 550. SEE DETAIL it/C].0
PRIMARV SUMP MH W17H SUBMERSIBLE PUMP FOR
PSM BUILDING FOl1NDATION FLOOR �RAINS.
SEE SHEEf P-1 OF ARCH. PlANS FOR DEfAILS.
INV.QN)=8]3.382, INV.(Ol1T)=BBO.iSf, SUMP INV.=B]i126'�TMEMOF
CON4NUQION I
SECONDARY SUMP MH WITH SUBMERSIBLE PUMP FOR qND51DEWALNS.
SSM BUILDING FOUNDAiION FLOOR DRAINS. SHALLBEHEQUIF
SEE SHEET P-1 OF ARCH. PLANS FOR DETAILS. LONSPERM�
iNv.(iN)=a�s.sat, iNv.(our)= asi.at, suMP iNv.=e�i.�
BE DISMFEQED,
MAINSSHALLBE
GENERALNOTES
CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE
(LE MICHIGAN ROAD AND WAW UT CREEK DRIVE) "BROOM CLEAN" AND
FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE.
DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND
PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFlCATIONS ANDIOR
LIME STABILIZATION MAV BE REQUIRED. SEE SHEET C9.0 FOR
SPECIFlCATIONS.
ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER
GASKET CONFORMING TO ASTM C 443
CONTRACTOR (NOT THE PROJECT SITE OWNER) WILL BE RESPONSIBLE
FOR THE DISPOSAL OF ANV SOIL, MATERIAL$ ETC. NO OFFSITE
BORROWS OR STOCKPILES WILL BE NEEDED FOR THIS PROJECT.
CONTRACTOR SHALL SUBMIT PRECAST STORM SEWER STRUCTURE
SHOP DRAWINGS TO ENGMEER FOR REVIEWIAPPROVALPRIOR TO
MANUFACTURING.
PLAN NOTES:
i iAPER CURB FLUSH WITi PAVEMENi APP��VALI
O APPROVALHERF
F� FLUSH WIiH PAVEMENT REQUIHEMENTS
�v 8"x4" WYE FITTING AT FLOOR/ROOF �RAIN CONNECTION ANDLAK5HN0
O 4" SCH40 FLOOR DRAIN PIPE TO SUMP MH's
Fc 4" SCH40 FLOOR DRAIN DISCHARGE PIPE w/ CHECK VALVE FROM SUMP MH's
CONTRACTOR NOTE BYeY
NO EARTH DISTURBING ACTIVITV MAV COMMENCE
W ITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
TOPOGRAPHIC & BOUNDARY NOTE
ALL EXISTING HORIZONTAL AND VERTICAL WFORMATION HAS BEEN SHOWN PER AN
ALTA/NSPS/TOPOGRAPHIC SURVEY PREPARED BY CENTRAL STATES CONSULTING,
LLC. DATED 04/11/2017; THEREPORE, CIVIL SITE GROUP, INQ CANNOi BE HELD
RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT
SHOWN ON THESE PLANS. CONTRACTOR IS RESPON516LE FOR RELD VERIFlCATION
OF ALL EXISTING CONDITIONS PRIOR i0 COMMENQNG WITH CONSiRUCiION. THESE
DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF E%ISTING UTILITIES. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY
ARE LOCAiED AS ACCURAiELY AS POSSIBLE PROM iHE WFORMAiION AVAILABLE.
THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
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PROJECT NUMBER
VIOC.001
DRAWING NUMBER
C3.1
SHEET 5 OF i 6
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STRUCTURE DATA TABLE