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Home My WebLink About11 c500 site erosion control plan.pdfti� �. +� 0 [op ot curb a.yg9o� pavement 0� `_; EXISTWG SPOT ELEVATIONS EXISTING CONTOl1R LWES PROPOSED SPOT ELEVATIONS PROPOSED CONTOUR LMES PROPOSED STORM SEWER PIPES PROPOSED PRECAST CONCRETE WLET (SEE SITEWORK DETAILS) BENCHMARKr MARION COUNTY BENCHMARK -PIKE 94 SEC 19-17-3� INDIANA STATE HIGHWAY COMM. STANDARD BRONZE PLATE, STAMPED MAR G-24, SET IN TOP OF CONCRETE POST, 60' SOUTH OF CENTERLINE OF 86TH STREET AND 93 SW OF U.S 421. NAVD 88 = 860.10 �TBM�1 IRON PIN WITH CAP MARKED MILLER ELEV.=898.36 12 � � j � � EROSION CONTROL LEGEND: �N� � � � ' " Eti- i i �� /// i i �� / i i TEMPORARY SILT FENCING % i i� (SEE EROSION CONTROL y'¢�� DETAILS PAGE) � � �A � i i FABRIC DROP WLET EROSION � J,�%�� \— j� � PROTECTION (SEE EROSION /� q � CONTROL DETAILS PAGE) /\ � �� I I � \ � �� / � TEMPORARY TRIANGULAR SILI� DIKE \ �%' /� i� (SEE EROSION CONTROL � �� DETAILS PAGE) �� i % EROSION CONTROL BLANKET � � �� / (SEE EROSION CONTROL � � � % i DETAILS PAGE) � � � � / \ / / � �� VA OwNER V �� EX_ BEEHNE INLET 106 MICHIGAN REALiY, LLC �� V�� TC=898-09 10659 N. PENNSYLVANIA STREET, SUITE 100 T �� INV. 15'RCP 5=89654 ALL REQUIRED EXCAVATION IN THIS INDIANAPOL15, INDIANA A � �� AREA SHALL BE DONE WITH CAUTION � 46280 �� INV- 12" RCP E=896-54 DUE TO AN EXISTING GREASE PIT � A� INSTALL TEMPORARY NON-WOVEN AND THE UNKNOWN LOCATION 0� �� POLYPROPLENE SACK �WLET TEMPORARY (LOW PROFlLE) EXISTMG SERVICE PIPES. INSTALLA710N RESPONSIBILITY: � \ �� PROTECTION) W EXISTING CONCRETE WASHOUT DUMPSTER VERSATILE CONSTRUCTION GROUP LLC � �� STORM WLETS (SEE DETAIL, LINED WITH 4mll VISQUEEN LINER PROJECT SUPERVISOR: MARC TWOREK � �A THIS PAGE� � (SEE DETAIL, THIS PAGE) 570 E TRACY RD. SUITE 610 \\ EX_ FLAT GRATE INLET � exist- NEW WHITELAND, INDIANA � � �� TC=898.40 �� INSTALL STONE STABILIZING % a��h wa�k 46184 � � A�i� � � BASE UNDER DUMPSTER � � �on � �� INV. SE 24" RCP=893.90 � AND PORT-O-LET �� 1� PHONE (317) 535-3579 � �� \� INV. NE 24" RCP=S94.00 �� (NO JOB TRAILER WILL � f,�� V� � ,i� � a �� ee ReauiReo) I�� . sEEOiNC iNFO: Y � �� A\ 1. ALL DISTURBED AREAS SHALL BE �� LOCATION LET � g�f � PERMINATELY SEEDED PER EROSION � �� \ EX. INV. 15" RCP=896.50 \\ / � CONTROL DETAILS PAGE C520 � �� en�� (aT No PowT ouRiNC coNSrRUCnoN � � �A �� a��'� ' ' SHALL ANY PART OF THE SITE REMAIN � �� A �� M�jS �� p e*ii �� UNDISTURBED FOR MORE THAN Tw0 � R � ac� � � MONTHS THEREFORE NO TEMPORARY II � \ � \ pERAEROS��GUON ROLLDETAILS ONSTR�C�ON �oUMP�\O �� // ` seeoiNC sHn�� ee REOUiReo) � A � � � � � �� P � ,�� \ EX. FLAT GRATE INLET TC= 900.34 INV_ SW 24' RCP=896.12 INV. NE 18° RCP=896.24 INV. SE 10° PVC=89624 NOTE: NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT � � � TEMPORARY GR�CONSTRUCTION � � �i 'la- � � � ENTRANCE (SEE E ON CONTROL 000 �� EROSION CONTROL NARRATIVE: � � V ` oera�s) A� � � � ' �� ' � V � ` � ' � C� This project wlll conslst o( ronshucfion o( a new 11,8]5 s.(. s4ip center and 6,651 s.(. asphalt park'mg. � � �A � � The pro�ect is lowtetl west o( lhe existing Morsh Store on tne northewt comer of IO6th Street antl � � � �� AA i� � Michigan Road. The esfimated time (or completlon o( the construction project is 150 calendar days. �� / Soll dlsturoing octivffu wfll fnclude WSTALL TEMPORAR�S"dio � �% r � �� o �� 6 corrugated pvc PIP T0� A �� o �/� ��N g0 � � n.i�staii s�dt re��e pe�lmete� �o�t�oi a�d s��it ��iet p�ote�tto� BY-PASS CONSTRUC ION ,� � -� AP i nRea aNO 1NRU Roc crt�cK � — p0 �� V� S R E�E� � �� j� B.Install rock check dams, temporary bypass plpe, and temporary mnstrucGOn enhance DAM �TYPICAL� - �% �A AA � Q � C. Remwal o( existing pavement and curb � � � �� F� � / �� D. Beqin site qmding and construcGOn of building paa �� /Qe �� F\N�S / E Begln construcPion of etorm pipes and Inlete behlnd building � �� _ /� 1 � Elnstall se0lment barrters as sawers ond inlets are consWCted �� AA � � pA� � / � � � G-Begln excavation ot detenUon area WSTALL EROSION CONTRO �� %� / � Q H_i„staiiauo� or �me� d�d�„s, sto.mreon enamee��, nq�aswld, a�d sto„e ru �� A �o, i ��N �o BLANKET PER EROSION Jnstail Temporory 6" gmvel lot witn non-woven fobrlc untlenayment over new parking bt stone CONTROL DETAILS � �1�� EVPj �''� � � �Begin coretrucPion of builtling �� p � � \ ��1 f � K. co��o-��i,a� ar ��e� � � � � �� F L Construct porous asphaltic pwement �� Oc�� S�EP �� \ M.Removal o( stockpile and Mal grading o( qrass areas � / �� °�� 8/ / A� V ' ' N.Final seeding and Landscaping � �� % � �� O.Removal of rock eheek dams, s➢t fenee, bypass plpe, and Inlet pmteclion � � � ��(�P�d �� /� ,,, � �� / � -O �w�RL� � / V � \\V G� \\ � � � � Pa P-°� `' � � N�E� 09 � � EROSION CONTROL SEQUENCING: � \ �� 9 � � �i � � '"� ��'�� c9� �� R�P �, �q«. A.Install s➢t fence perimeter control and slt inlet protectlon. � � �� ,� � �� c'��.A�- � �R, � a / � BJnstall rock check dam ot existing ouHall pipe, the bwtion Is shown on the SWPPP plan sheel �A t� F Glnstall temPOrary byPass p10e � �� '9po �\ VA ��\S� p,EiEj' / \ DJnstall temporory wnstruction entrance_ � QA V '(P P�E E Removal o! axlsHng pwemen6 � � � Z G�� /� � 6R -��pN � F_Commence site groding ond builtling pod construction. � �� \ �y / QpRP��PBR�CSjP�' G.Any disWrbed areas o( the slfe where constructlon acGvity has ceaeed Por more than 14 days � 6 �� / , jEM Epl �N �E shall be tempororlry seeded antl watered- � � 3 vAr -o � / 5 W�� pR�� (�6M� pP`�E� n.iosmu an srorm �wers a�e r�ie� eanr�a e��id��q � �� NSSP � NoN�S PR�MEN�� R��0�5 _ �ns[a�� INet/ounet proeeotlon at tne �ooaKons or a�� grate fn�ets and ae me enas or ai� e.posea � � �� c�� oU � � �o �� pj O�y�J,6 pPV6 � pE storm sewer Pipes. �� G AA NDER �AOVS �P�LAN d_Exoa�ate aete�Go� a�eas � � �� in� c�VA �n o�� U PER �NS K.Install under drains, Stortntech Chambers, AqmSwirl, and stone 811 � � � �� pF �R�O Install Temporary 6" gmval bt with non-woven fobric undatloymant over new parking bl stone y� \ '�''- QR J.Begin construcGOn of bulldmg � � �� %'� �� K Ftnalize pavement sub-grotle prapamtioa \ \\� _�l \\ y � p�� Z ` L Install base malerial as required for porous pavemenl � � � M_Conshuc� all cmbs an0 sidawalk� � � �� 2�� Q ��A N.COnstruct porous asphalEC pavement � � �� 3 � 0. Ramove stockpile and conshact and final re-grotle exisling swala_ � �� U' �Q�A 'a� � ��A aQ? S( G P. Removal of temporary rock check dam and bypass piping. � �� SJ �� ° �A O.Carry wt tfnai seedmg and pionting � �� INSTALL EROSION CONTR� ZV� ' R. Remove silt fencinq only after all paving is mmplete and exposed surfaces are stabilired. �o� � BLANKET ON FINAL GRADE � �� 90� � \ \\\ PeR eROSioN coNTRO� oe�ai�s ,-- N�,�� aoaa�a�a�,« � �� 0� \� V � � � �� u�n��a��am.kamR..�A o�n.iAan�nnm�ro.kaiP.P;,P.m�y��Aan \ �AA cnrch aasw ceare � � o �� N`��S "1GAfo�k+s�tryg�ldes "1GAB�keleeveteck�ppleteewltlilrnegelc:te,�dcib�mpue - � � P VA � GjVON 3"z4"Nllle,�gthbotromvelnfcrw,me,�ta 12GAeldewelle 1' REBpR FOR 9nG REMOVnL �� (e �V�%�� ''� � G��R� R��eA dl'gtsPleHcllde 112PVCdrelnpl�g � � 6 $ \� � �� CATCH BASI � IXPANSION RESTRAIM \ 3 R�st�ea't tpv' Neldeendoct 'IWOC�tehlghglceee,�emelMleh ' � 'O� ��A � ' 2'%2'�° RUBBER BLOCKS �� Optioue \ � � INSTALL TRIANGULAR SILT DIKE . �� t� �� PER EROSION CONTROL DETAILS ,ocnaiaewaua sroxM viaE �-<-��, � � � SteS �� ; 999 I� � cn eioo� d� c I I POLYPROPLENE �� fS � %� \ II Ceetue:2[Ig1Q2ewlvel,fcrtwo�lao��fo�rc�blcyardco�ta��ue y >�� FlLTER SACK (WOVEN) ` � (` �� .:�r-: . ��,- INSTALL ROCK CHEC�C ` � BM#� � DAM (SEE EROSION � II n� nlm�:lo�: CONTROL DETAILS) � \ e — — WOVEN POLYPROPLENE SACK ge �eme � /j= =A �°�� RNTERIOR OF DUMPSTER G�CX BASIN GRAiE �� G� �� TO BE IJNED WITH 4mil. INSTALL TEMPORARY 1S�1Ia. g9� m0 �� /� vI50VEEN uNER. corrugated pvc PIPE T0� � II � �� POLYPROP�NE BY-PASS GONSTRUCTION � � � c ��" �� a°OT AREA AND THRU ROCK C CK � � �� Q'� � �� / ��i � � � . ovEar,.ow onM (rrP�cn�) � � � i Cj�� i SrORM PIPE � �� II �� POLYPROPLENE � � � O �� Modd FL2 FL? FL4 FLfi-LP FLfi FLoSL FL8-LP FL8 FL8SL FLLO FL10SL y ','� ," y FlLTER SAGN (NON-WOVEN) � � �� VA II � cpaoi�ro�ra� z a a e e e s a a ic m .� ..,,.° _.... .� e"� �� / j�� (n��,a,voged€n� a5 aa si a� ee si si �rz r aa si NON WOVEN POLYPROPLENE SACK �� -- � �� (�Sldeloadinghdght _ _ _ _ 3� _ _ qq _ G5 _ (� Irvolw ha�t 41 S 60 A5 64 b0 59 "16 "12 80 80 (D)IOtalcedepih 3fi 42 S1 9fi fifi �2 9fi Y2 80 "1` 88 mi�imwia�e �rz �z �rz �z �rz vz ;z �rz �2 r �z Ilddze2+aoh) 3dz41 3fiz4] 3fi 58 3fi 58 3fi 58 3hx58 3bs58 3fir58 3fi 58 3fiz58 3fix58 Sldedoce W x H _ _ - 30z�M 30Xi0 - 3U3M 30r30 - 30z30 - AIl dimeoeiooe aze io iuchee * Aveilable with two eitle doore or ttvo 36x47 aa� lide -LP = low pr�file SL=eleot 1. RECESSEO CURB MLET CATCH BlSWS MUST BE BLOCKEO WHEN OSING FILTER FNBRIC INLEf SNCKS. SRE OF FlOER FPBRIC INIET SACKS TO BE DEfERMMED BY MANUFACTURER. \ \� II NON—WOVEN POLYPROPLENE �SACI( qEfAIL SCALE: NO SCALE � �� POST TEMPORARY "NO- CONSTRUCTION TRAFFlC ALLOWED" SIGNS `� � / � � � �NG�/ �' � � � / % �� / / / � �� / / �� / / i i � � _/ SITE EROSION CONTROL PLAN SCALE 1"= 20.0' W v � a o � o a ° � N w N o � v n v � � o, o 3 3 � a v o o " _ o > � � � `o � � o � N �A � ` " � v ma o °w Q � 0 E VERSATTLE CONSTRUCTION GROUP, LLC. Sm e�i r��y aooa. s�¢a sio o J6181 Gk ]IZS1535]9 �FOx_ 309&d5B1 a � � 0 � � � � �� 3 � � ^` 'L� � W � � � � � � Job No.: Date Stamped�. 13039 9/30/13 Drown By Checked By Scale: caw tab 1"= 20A' CAD RLE. CV13039\c500 clte erasion conlrol plan.dwg ��ii �A%l� _•"'" �� j�� KIIOWVY�IbAfOlb�11� CERTIFIED BY: � �� \ \ �� / �� THIS DRAWING IS THE PROPERTY OF � � V // / �� UTILIiY DISCL/UMER veRSnn�E coNSTRUCTioN cROUP ��c � V O 11 AND IS NOT TO BE USED F012 ANY � j�� II EXISTMG UNDERGROUND INSTALLATIONS SUCH AS WATER MAWS, GAS oTHER PURPOSE THAN THE PFOJECT /�� II MAMS, SEWERS, TELEPHONE LINES, AND BURIED STRUCTURES IN DESCRIBED HEREIN. � % �� IL � THE VICINItt OF THE WORK TO BE DONE HEREUNDER ARE INDICATED � �� /� -- ON THE DRAWINGS ONLY TO THE EXTENT SUCH WFORMATION HAS �� nnc�. 1 � j� �� /� � BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN �\ � �� EX. INV. 27"RCP=890.58 PREPARING THIS DRAWING. THERE IS NO GUARAMEE AS TO THE �� ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL \ �� /��` RESPONSIBILITY FOR ACCURACY AND COMPLETENESS THEREOF IS �/ F �, / �EX. INV. 15"RCP=893.18 EXPRESSLY DISCL4IMED.