HomeMy WebLinkAboutCarmel.IN - VIOC - C4.0RE\/ISION RECORD
EFosioiv coivT�o� NorEs c�noiiv� i�ioTes TOPOGRAPHIC & BOUIVDARY NOTE pWj�IEP' W � �
�, REV DATE DESCRIPTION DES BY APP BY
VALVOLME INSiAM OIL CHANGE � 09/13/19 REV. PER CARMEL TAC REVIEW COMMENTS KPB BSC �� Cl
Attn: RICHARD GALLEGOS, P.M. � �
100 VALVOLWE WAY
LE%INGTON, KY 40W9 � G
(9�2) 202-66�4 �
L�
EIVGI�IEE�: x �
civi� sire ceoua, iNc �� n �-
160 WEST CARMEL DRIVE � O
SW1E 240
CARMEL, INDIANA 46032 � � �� m
PRAC110E5 AS NEEDED i0 MINIMIZE SEDIMEN1A110N IN iHE RECEIVING (31]) 810-16]] LEGEND: n� O �- �
51REAM. NO S70RM WAiER SHALL BE DISCHARGE� FROM iHE 9iE IN A 4. 1HE CONiRACiOR SHALL NOiIFY ALL lIiILIiY COMPAMES J2 HOl1RS BEPORE
MANNER 7HAi CAUSES EROSION Ai 1HE POM7 OF DISCHARGE WN51Rl1CrI0N IS i0 SiAR?, 10 VERIFY IF ANY lIilLlilES ARE PRESENi ON ARCHITECT: �
sih. n�� veeiFicntioNs ��ocntioN, sizE nNo oearH� sHn�� ae n+noe ar tHe PROPERTY CORIVER MO�IUMEIVTS NOTE FERTILIZER NOTE __- PROPEerr eouNoner ���..� o
5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE APPROPRIAtE lItILItV COMPAMES. WHEN EXCAVAtING IS AROl1N� OR OVER CESO,INC. ♦
CARRIE� FROM THE SITE BY STORMWAiER RUNOFE PROPER �ISPOSAL OF EXIStING lItILItIES, iHE CONiRACtOR MUSt NOtIFV iHE UtILItY COMPANV Attn: ANDY MCLOUD > 0 0 PROPOSE� SWALE FLOWLINE y� � �; �
ALL WASTES AND UNUSED BUILDING MATERIALS IS REOUIRE�. ALL PROf'EP.TY COEI4EB �40hIUMEhITS SFIOULD 6E 1�4FlP.KED DO NOi USE PHOSPHOROUS CONTAINING �JS MONTROSE WEST AVE 70P OP CURB GRA�E r
PILOI: TO C'ppAMEl4C'll4<i NIITH ('OIVSTI:U��TI014 �I4D FER11lIZER 112-12-121 UNlESS SOIL lESiS SUI1E 400 PAVElAENT GRA�E � O r
1. ALL CONSTRl1CTI0N MEiHODS AND MATERIALS M115T CONFORM TO Cl1RRENT �� ALL CONSTRUCTION MEiHO�S AND MATERIALS MUST CONFORM W CURRENT
STANDAR�S AND SPEQFICATIONS OF THE FE�ERNL, STATE, COl1NTV, QTV OR STANDAR�S AND SPEQFlCATIONS OF THE FE�ERAL, STATE, COUNTY, QTV
LOCAL REQUIREMENTS, WHICHEVER HAS JURIS�ICiION. OR LOCAL REOUIREMENTS, WHICHEVER HAS JURISDICTION.
2. LAN� ALtERAtION WHICH 51RIPS iHE LAND OF VEGEtAiION,INCLUDING Z. THE CONTRACTOR SHALL VERIFY ALL �IMENSIONS IN THE FlELD PRIOR TO
REGRADING. SHALL 6E DONE IN A WAY iMAt WILL MINIMRE EROSION. STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL FlELD �IMENSIONS. IF ANY DISCREPANQES ARE FOUND IN iHESE PLANS
FROM THE ACTUAL FlEL� CON�ITIONS THE WNTRACTOR SHALL NOTIFV THE
J. TiIS PLAN SHALL NOt BE CONSIDERED ALL INCLUSIVE AS iHE CONiRACtOR ENGMEER IMME�IATELY. �
SHALL tAKE ALL NECESSARY PRECAUilONS i0 PREVENi SOIL SEDIMENt
FROM LEAVING iHE SIiE ADDItIONAL EROSION AND SEDIMENt WNiROL 3. THE EXCAVAiING CONTRACTOR M115T TAKE PARTICl1LNR CARE WHEN
MEASURES W1LL BE INSiALLED IF DEEME� NECESSARV BY ON-SIiE INSPECiION. EXCAVATING IN AND AROl1ND EXISTING UTILITV LWES AND EOl11PMENT.
VERIFV COVER REOUIREMENTS BY 11TILITV CONTRACTORS AND/OR 11TILITV
4. SEDIMENi LADEN WA1ER SHALL BE �EiAWED BV EROSION CONIROL COMPANIES SO AS NOT TO CAl15E DAMAGE.
PP.OTEGTED DUFIhIG FlLL CONSTP.UCTION ACTI\9TY. INOICAIE A PHOSPHOROl15 �EFICIENCY qRRON, oHlO 44321 � O� �� �
(93�) 401-3824 ry. PAVEMENT OR EARiH GRA�E �� ', C � N '�
SURVEYOR: __ �oNSrR��r�o� ��M�rs ��;� a.� M x
MULCHIf�IG f�IC�TE � cENrnn� srnrEs caNsu�nNc. ��c ��� ��^ t; 1No �
23-B N. GREEN STREET - Eeis6ng Con�our 1--1 ', � �
y BROWNSBURG, INDIANA 46112 -�r �
WHERE REOUIRED CRIMPED/ANCH�RED AIULCH OR \ � (31 ]) 858-8662 Check �om/Sediment FJtc - Spocing ot 100' within I_l �.., rr �
MULCH WI1H A TACKING AGENT SHALL BE USED. iHE \ Orainage G Atfn: DONALD MOSSON ;,�y�,�„ '�y,. snales (Rock Check �om). See delol 0I�C41 wr� r--�, '� �'� � �
APPLICAiION RAIE SHOULO MEEi GUIDELWES PER ,,. \ g�m-883.0 (� r_l
PRACPCE 3.15 OF iHE INDIANA HANDBOOK FOR ' Inv N 5-B � PROPOSED SILT FENCE Typ cal n oll oreos �y rl H �� �-o �
EROSION CONIROL IN �EVELOPING AREAS. � ��� � C� SF where sediment could leave the ste. � �� I
��� �\Im(E5-9RCP pm ��� ADDITIONAL EROSION CONTROL seE oErni� os/ca.i � W E- o
_ �wiri -"_ '..,., � / Curb Inlet n � o -
=883A2 Rim=B93JJ � � (n%P R�m=eaz.ao MEASURES MAY BE REQUIRED II\I ��ss� (a"o sm�da.d o�ry "s�r socK' o� aPP�o�ed eq�ap ...J � � m m
�=en.az i��(w�=e�s.as �� \ %��' ��ogPha��� �� Inv(w)=e�= PROPoseo s�r socK-ryP�ooi �„ an Po�ea
, wa�„ Inv(E)=8]9S\ � O THE FIELD BY THE IIVSPECTOR o�eos .ne�e sea�me�< �o�m ieo�e <ne s<e. � ��9 0 �
aq�a s.o-i Inv(5)=B79.52 `i�i "(� PS TS PEreMnn�r s�Eoinc mm smnw Mu�cn -�raicn� � ��
Rim 883.48 Rlm � 1.42 OO AfiER FlNAL GRApING IS COMPLEIED. J 0 �
W/5/E)=8J9.63� � � Inv(1 m'8.96 i � , � ..
/ �� Inv(W,-e78.92 �� I\I$ NURSERV 50� � � r
. j I InN / �\\\ ;\. PROPOSE� EROSION CONTROL BIANKEf �1 a
b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO --Rim=883.43 / i ���� EB
OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. �KEE� /� � �/-- inv(W)=8]9J3 �J s��y� \ , sEe oEra� os/ca.i
WNTROL �EVICES SHALL BE INSTALLED WITHIN SEVEN ]) �AVS AFTER `F\ ( S FF ` M �� '� � Inv(E)=8]9.68RIm=883.66 i � 1FMPOAARY SEE�ING V�1H S1RAW MOLqi - IYPICAL
PERMANENT AN� FlNAL VEGETATION AND STRUCTURAL (ROSION N ,Cr6 FNM N`S �`F �-A83,gg� . Z'V(����'n9 Wa,N6. // ��yG� �,� TS F�[pA PQRao aPON Ac�nNPES�a REUAIN IOLE i�`F'\�N'S PCFOS�'
FlNAL GRA�ING OR AS SOON AS POSSIBLE. '� E 5
S
�gp.2� i p;Mb NORTH
TR O �)C i eHb� � Inlet Protectlon Flewstarm Inlet pmtectmn typlcal tm all � d,:�, F� N%
�,O NE�6 �eFy�S� e0.11 � �� pvvetl area'nlets AF1ER p nt's'nstvlletl Slt Fina cvge " ,.
-� p � i � 20 0 10 20 &'Flexstorm' nlet pmtectan BEFORE povement s-retolled � N
� ��� GOIVGFFTF WASHOUT FMP � � � � � '� � ���� E' �F � �EI19 � 4/ �F �
�� i � �} \ . STnT oF .
STORM SEWER SYSTEM �IOTE \\�= socvro��oFFPao�noeoev,ir� / 4 �' P���»*�as�«m•a��:��ia�re�nes�e •.,.N �� e
`, � \\ �,,.. eti uhucwF�sitstr.victs � , // ��, r� r ) °Fs o A" .
i � or.seeoevv�nir,a.o � � / z� -N.'o'
/�LL STORM SEWEP. WFR/�STRUCTUP.E TO BE � � N� / � � � �� ' (nc„ FEEZOft _ _ _ �`+� o
COIVSTRUGTED WITH THIS PROJECT SHqLL � \\ / / � E /"������// � Vc � -- PROPOSED COrviOUR , °��rauin�`�
�/ % - ' � �+ i� / � y/ ,1 (aspnalt)
RE FRIVATELY O�NNED AND M�INTAMED BY � � \ �^�°� \ �o � - � � ( PROPosEo TeMaoRnRr coNSTRucTioN er�TRnNCE -'� � �
� Rlm eea.�a \ Ps FS °� ps ' z��� �\ \\ - SEE DEfAIL 03/C4.1
CIJFFiEIVT PROPERTY OWNER S ALL HEIRS. � \ � \ �\Inv(N) 880.28 \�aaphoN) � / / / e� M � � - -/ /� /__ _l FS O :- " BgpH*�C \\\ � _ - - -- NOT : INST � DEPARTMEMOFE GI ENINGSHPLLB(��I����
SUCCESSORS,&F\SSIGIVS. � � Inv(E)=880.23 / p5 iP ____ b > ` \ ._----_ WN4NUQIONBGIN FORSEWERSWATEFMAMS,STREETS,N S,
C � E ALL iEA1PORARY SEE�ING AFiER A SPEQFlC STAGE OF CON I� ALN$ LO
� � � -� PS 88'^}5 -'-•_ - � � � `� , ` � n �� �� ��EHEQUIRE ,IN I�/�y�QjJ�bX[-0LTRATION�§1Q5[yNOTE%C D300
HAS N OA1PL T❑ AIPORARY OR RNAL WN R AR AS 'MLL I
6. SE�IMENT BEING TRACE� ONTO Pl1BLIC OR PRIVATE ROADWAVS SHALL BE
MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCWDE
FWSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETl1RNED TO THE
SITE FOR DISPOSAL.
]. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL
BE COLLECTE� AND REDISTRIBUTED ON SITE APTER EACH RAWFALL EVENT,
AND AT LEAST ONCE A WEEK.
8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOUL� BE INTERRUPTED BY
WEATHER OR NIGHiFALL, THE PIPE ENDS SHALL BE COVERED WITH FlLTER
FABRIC.
9. ALL EXISTING STRUCTURES, FENQNG, iREES AND ETC., WITHIN CONSTRUCiION
AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE Bl1RNING IS NOT
ALLOWED ON-SITE.
10. SCHEDULE OF EARTHWORK ACTIVITIES:
o) THE DURATION OF TIME WHICH AN AREA REMAMS EXPOSED SHALL BE
KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED
SOON AS POSSIBLE TEMPORARY VEGETATION OR Ml1LCHING SHALL
BE 115ED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETAiION
CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITV CEASES FOR MORE
THAN 21 DAVS OR AS DIRECTED BV THE ENGINEER.
� � � 88385 �� BEE C E E (iE ) E E E BE
fi CurbJ ''� \ � � 6�Curb � i� . .... � q\0 .� H�� '\i�. ` � a '^ r� i"�\ �-�� CONSTRUCTION ACTIVI➢ES FOR A PERIOD OF 15 DAVS OR MORE L NS PER
� � �i � � � i ...-_.._ BB �0 0 � \t� Y '�co�� f/',i� BEDISMFKTI
Cu b Inld � � / N TEhiPOGARV l � �� qq . j63 � ' MAINSSHALL
V � � ev 1P 94�e '_ �'� � � '� t�
` ��roaa> � � � � ~ � � �--� ` `� ��, � E °o�o A �� DEVELQPME�IT SUMMARY
� a m 883.15� \ � k � \ /ees ., � � �'_r-� , � � ` � �� -n � � � _
880.39 . _: � CONy�TRI�GTION �
Droinage M � � i� � � �/ BHq6o ��� / , E�ITRANGE ' N-���n \ P P� �---"� TOT/�LSITE/�P.EA=0.95A P.ES+/- qppq qLH
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RELEASEO FOR CONSTRACTION \ �� �\ � �
Su6jec� �o compliance with all regula�ions '�.,��
o4S�a�eantlLocalCodes �"� �
City of Carmel
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� --,p�`� �SE �AG `L ALL EFOSION C'ONTPOL MATEPIAL NEEfJS TO BE A &YL
pS af �FOMP 5 �d� ` u,6 �Y7I1CaTVIIvsPCCTo�SP�lo�rollvsTHLLATION.
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�. ,, j�� a� ab., o°9 's �--'" --� n�E aN oF cnRME� sroRM wn�R EnciNEERinc (onN cRESKnMP).
-' 095� {� �q0 � as2Hs t: a`' ., 3-- 'k � �� tI� PRIOR TO COIAAIENQNG WIiH CONSTRUC710N. 317-571-2441
.vr q5 g1h k � ____ i--- 3. T__---_---_--
' sa5 � :1 �a�� - }eo `°-'`� I at � 2 IEMPORARY TRAFFlC CONTROL DURING CONS7RUCTION TO
/� F 1h
�� c ess �s . ese�p ea�bo �'S ' H���O PS �S� �.9 %. \ CONFORM TO APPLICABLE LOCAL AND STAIE STANDAROS
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��� % f��� �' ��'� �� � � - ----- ��� ��- 3. ALL CONS7RUCTION AC71VIiY ON iHIS SIIE ID BE PERFORMED IN
F \� COMPLIANCE W17H APPLICABLE O.S.H.A. STANDARDS FOR WORKER
2� aes2s e��� ao ' S
��� ��y26 a� ��� P9 �2tMe �� ���� � snr�tt.
��p � �H4o � Sf \ \ /,G I� 4. IT SHALL BE 7HE CONiRACIDRS RESPONSIBIIJTY TO FlEID VERIFY
' gg55;h „ g8p'� 8�350 a \ �\ ��� ��� I� �� � ALL U7ILITY LOCA¶ON$ BEFORE CONS7RUCTION BEGINS.
,_, �� �� Mc �;, , sa am � � �T \ � s. ir sHnu eE n�e coNrnncroes aesPONsieiurr ra FlE�o v�ei�v
�ea5�5 �5 � �85 gF `"� \ ��� c,�� �� \� � nu ExisnNc E�Evanons eEFoaE coNSTRucnoN eEcins.
aes�s aee9 x sos �� � �� �� \ / \ I
�, o `w "v" `e„"a�" , ��,��„ �� `� � �RlLF ��l CONTRAGTOR NOTE
� �\ Rim=882.22 \ \ \
�8�eq60 �� ' �J� q,.� � Ep �106HkIIlUISIUkNI�IGHCINIIYM{AVCOMIVI6NC6
i
eqs �KE n/ � i�.(w/s)=an.az \ � � \
gg 95 �P ; 1� /{/ � I WITHOl1T ��I APPRO\/EG STORNI � �/�TEF M/\IV�GEMEI�T PEFMIT.
�ee35o � / _ , :. � � / `N F` S FNMjcE�FnE`j�p�Es �\\ N \ x / / \� I �.
xx ..� �E24E�Roll Cur�/ Rlm- 2.66 � � �F\S � �
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�z�; � �"" "' ��Q SOILS DESCRIPTIOI\IS & LIMITATIONS
. , iar , ...- crA
��� 1. Broakston Silty Clay Loam (Br 0.90% Site) The Brookston
883�0� series consists of very deep poorly drained sods formed in up to CrA
083Yo ���,� 20 inches of silty moterial and the underlying loomy till in
�tM�' � SEEDING �IOTE depressions on till plains and moraines. PermeabiliTy is moderate in Cr!\
the subsoil and moderately slow in the underlying materiaL Slope � C�Fl CrA "�
INSTALL iEMPORARY SEEDING AFiER A SPEQFlC STAGE OF CONSTRUCTION HAS ranges from 0 to 2 percent. Subject soil does not present any � B�.-'
�� BEEN COMPLETED (TEMPORARY OR FlNAL) WHERE AREAS W1LL BE IDLE OF fa�eseeable limitatlons to the p�oposed development. [�iq
CONSTRUCTION ACiIVITIES FOR A PERIO� OF 15 DAYS OR MORE CYA �
2. Crosbv Sllty Loam (CrA - 99.1% Site) The Crosby series
3N�- consists of very deep, somewhat poorl drained soils that are �
FLQOD �IQTE STORM SEWER I�ILET IVOTE mode�ateiY deeP ta de�se t;,i o� nu Pio;�s. Tnese so;is fo�med ;� an '"
��� / hIIS LOT LIES ENiIRELY M fL00� HAZARD ZONE "%" AS loamy tlll that can be capped with up to 22 inches of loess or silty
MLL STORM WHTER INLETS & CATCH BlaSIN material. Permeabillty is moderate or moderately slow in and above
L SCALEo FRau hIE FL000 MSURANCE RAff u�AP (FIRM) FOR C{\STIhIGS SF{qLL BE LAEELLED WITH the orgillic horizon ond slaw or very slaw helaw the argillic harizon. .,
HAMILiON COUNiY, IN�IANA, CONMUNITY NAME Q1Y OF CARMEL, Slo e ran es from 0 to 2 ercent. Sub ect soil does not resent
��� COMMUNIiY NUMBER 180081, MAP NUMBER 18057CO225 G ENVIRONMEI�ITAL MESSAGING "NO DIJMPING. P 9 P 1 P
� � PANEL NUMBER 0225 Q DAiED NO�EMBER 19, 2014. DRAINS TO STREAM" CAST IIV FAISED OR RECESSED �ny foreseeable limltations to the proposed development.
� �� -�° REFERENCE NFIP FlkAI NAP �. 1909Ca225 G LETTERS F�T F\ �AIN. 1-INCH HEIGHT. A SYM80L OF F\ *.IF CONSTRUCTION IS TAKING PLACE DURING WET SEASONS, SOILS SOILS MAP
� EFFECiIVE DAIE: N�VEMBER 19, 201q RSH SHFlLL ALSO BE CF1ST 1NITH THE LETTERS
\ MAY REQUIRE LIME STABILIZATION. SCALE. ��� - � OO�
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