HomeMy WebLinkAboutC204_Addendum #2E
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RELEA5E0 FOR CONSTRIlCTION
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
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DATE: 06�� 7�20
0 30' 60'
SCNE�, Y = 30.
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— --- — � Existing Contour
. ��"` Existing Elevation
O MATCH EXIS7ING PAVEMENT
� Flow Arrow
000.00 Proposed Fnish Grades
000.oaic Proposed Top of Curb
000.oaec Proposed Bottom of Curb
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� Indiana s�,�
• Existing Storm Sewer
— �-- New Storm Sewer
Underdrains e 9
cem ceo7
+ Existing Water Main
— E — Existing Electric Line
s Existing Sanitary Line
� �� �� � � Existing Trees
Existing Fence
S11iUCNRE DATA TABLE
S7R. No. S7R. CAS7ING CASIING PIPE INOERT INVERT PIPE
TYPE TYPE RIM ELEV. SIZE IN WT A1AlERIAL
� E%ISTING EYJSiWG WLEi RIM 753]5 10" E%ISTING PROPOSED RCP
w�r �svo �s2ioN
2]5'x D.5 NEENAH R-2565-A
2 PRE-CA4 FLAi WLEL GRAIE RIM ]5550 �p" ]53.5s ]53.65 FCP
BO% WLEi
2].5'x 2Z5' NEENAH R-2565-A
]5590 ]55.90 RCP
3 PRE-C45t FLAi WLEL GRAiE RIM 7975 ��
B�% WLEi
2).5'% 2J." NEENAH R-2565-A
4 PRE-GSt FLAi WLEi GRAiE RIIA ]5835 10" ]5].18 N�A RCP
BOX WLEi
( �I�nI��I1N( � N(�) I 1 ti
T11E GONTRACTOR SNALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN ?NE FlELD PRIOR TO STAR? OF CONSTRUQION. TNE GONTRAGTOk SNALL 8E
RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE EMIRE CONSTRUCTION SLNEDULE. IF AN7 DISCREPANGES ARE FOUND IN TNESE
ENGINEERING PLANS OR L4NDSGAPE PLANS FROM AGTUAL FIELD CONDITIIXJS� TNE GONTRAGTOR SHALL LONTACT THE PROJEGT MANAGER IMMEDIATELY.
IF ANY DISCREPANCIES ARE FOUND ON THE SURVEY PLAN OR AQUAL FIELD CANDITIONS� THE GONTRAQOR SHALL CANTAQ 1HE PROJEQ MANAGER
IMMEDIATELY FOR INSTRUCTIONS.
ALL fANTRP.GTORS MUST TAKE PARTIGULAR GARE WNEN EXCAVATING IN AND AROUND EXISTING UTILI?Y LINES AND EWIPHENT. AGTUAL FlELD
LOCATIONS OF ALL THE EXISTING UTILITIES ARE TNE RESPONSIBILITY OF THE CONTRAGTOR AND MVST BE LCCATED EITHER B7 THE REPRESENTATNE OF
THE LOGAL UTILITY CAMPANY OR 87 A PRIVATE UNDERGROUND UTILITY LOGATION CAMPANY. THE UTILIT7 CAMPAN7 MUST BE GONTAQED "I1 HOURS
PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM LOVER REQUIREMENTS BY THE UTILIT7 CANTRAQOR OR GONTR4QOR5, OR AGENQES,
WNICHEVER UTILIT7 CAMPANY OR AGENQES, THAT HAS JURISDICtION, 50 NOT TO CAUSE DAMAGE. IT SNALL BE T11E RESPONSIBILITY OP THE
fANTRACTOR To BEAR ALL EXPEN5E5 TO REMOVE, RELOCATE AN� oR MODIFY ALL U?ILIilES, PRIVATE OR PUBLIC, OR oiNERwISE.IT FURTNER SIIALL
BE TRE GONiRAGTORS' RESPONSIBILI?Y TO VERIFY IF AN7 FUTURE UTILI?IES ARE PLANNED AND BOW IT MA7 EFFEGT T4115 PROJEGT AND IT'S OWNEk AS
TO TNEIR FUTURE RESPoNSIBIUTIES.
HEAVY CANSTRUGTION Ef]UIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DEfERIORATION OF THE SHALLOWER SOILS IF EXCE55 SURFAGE WATER
IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CANSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE.
ALL fANSTRUGTION METNODS AND MATERIALS MUST CqJPORM TO ?NE GURREN? STANDARDS AND SPEGFIGATIONS OF TNE PEDERAL� STATE� GOUNT7�
QTY� OR LCGAL RE�UIREMENTS� WIlIGHEVER NAS JURISDIGTION.
THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A CAMPLEfE INVENTORY OF ALL THE IXISTING UTILITIES PRESENT ON
AND ARWND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY
OTNERS AND USED BY TNE ENGINEER AND MA7 NOT BE AGTUAL TNE ENGMEER SNALL NOT BE IIELD LIABLE FOR ANY INGORREGT OR MISLEADING
UTILITY INFORMA?ION INDICATED� IMPLIED� Ok NOT INDIGATED ON TNESE PLANS.
ALL GRADES AT PROJEGT BOUNDARIES SHALL MEEf EXISTING GRADES.
ALL FILL AREAS SHALL BE COMPAQED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY MODIFlED (ASTM D-I557).
ALL GONSiRUGTION AGTIVITY ON TWS 51?E TO BE PERPORMED IN GOMPLIANCE WITH APPLIGABLE 0.5.1! A. STANDARDS FOk WORKER SAFETY.
IT SHALL BE THE RESPONSIBILITY OF THE GONTRAGTOR TO ADJUST ALL UTILIT7 CAVERS� LIDS� AND ACCE55 PANELS IN SUGH A MANNER AS TO BE
FLUSH WITH THE WALKS AND GARE SHWLD BE TAKEN NOT TO DAMAGE THE UTILITY COVERS, LIDS AND ACCE55 PANELS DURING CONSTRUQION.
TNE STORM SEWER SYSTEM $NALL BE CONSTRUGTED PER DE516N SPEQFIED AND AS APPROVED 87 iNE QTY OF CARMEL ON ?NE FINAL APPRWED
fANSTRUGTION PIANS. DEVIATIONS FROM TNE APPRWED DESIGN SNALL ONL7 BE PERMITTED DUE TO SPECIAL GIRCUMSTANCES OR DIFFIGULTY DURIN6
CONSTRUGTION AND WILL REOUIRE PRIOR FIELD APPROVAL FROM A DE516NATED REPRESENTATIVE OF THE QTY OP CARMEL IN ADDITION TO
SUPPLEMENTAL APPROVAL BY THE DESIGN QJGINEER. AN EXPLANATION OF ANY SUGH DEVIATION SHALL BE MGLUDED AS A REQUIREMENT ON
AS-BUILT/RECORD DRAWINGS SUBMITTED POR RELEASE OF PERFORMANGE GUARANTEES. APPRWED DESIGN SLOPES IDENTIFIED AS GENERATING
VELCCITIES OF 2S PPS OR LE55 OR 10 PPS OR GREATER (AT FULL CAPAQiY) SHALL REQUIRE AS-&1ILT CERTIFICATION AT THE TIME OF CLNSTRUCTION,
PRIOR TO BAGKFILLING TV1E PIPE. TIlE CONTRACTOR I5 INSTRUGTE� io AS-BUILT EAGN SECTIdJ OF STORM PIPE A5 IT I5 BEING INSTALLED TO EN5uRE
fAMPLIANGE WITN TIlE DESIGN PLANS AND AS IT IS BEING INS?ALLED TO ENSUkE COMPLIANGE WITI1 TNE DESIGN PIANS AND AS APPROVED BY TIlE GITY
OP CARMEL.
B4P CPo7ICAL 5fdt4 SURFAC£ ElEVA7NIN
STqN EYENT OE7ENIION N�A FAST INl7RA➢ON YhSTINFlL7RAPON
ElEVA7XM! 7NENCH FlEVA71IM� iRQlql ElEVAMIN
2 YEM - 24 HOOR 846.84 84456 94Ib5
IOYEAP-3GHWR B�]G9 dG]<9 8G8]0
IOO IEPA - 29 Hq1A &Af5 Nfi65 &4II
NOTE_
NO EARTN DISTURBING ACTNITY MAY
COMMENCE WITNOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
No. -
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STATE OF
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Schneider
(i�fOMATICS
a divis of
The Schnaltle�nCorporaflon
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216-1037
Tel eph on e: 317826 J100
ww w. sch n eid ercorp. com
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