The URL can be used to link to this page

Home My WebLink AboutC402-DRAINAGE PLANR 0 � i ` � � R V i, � � .,,�.,.,�. � . inv. ia nn�o�o.aa � , �' � -� \ \\ INJ. 15' W-B{6.48 \ �� so �r oF s" aERvoRnreo �, �x irrv. ie• sc-eas.as �pT LI EE SH E 01 MP MAT HL - S E SFI�EET 401 � uNoeaoRniN '�� _ _ _ _ _ _ _ _ /nccess/oRninncE enseMeNr e \ �� . \ \\ :� _ � T �- �_� � �\ e,6M � cp ..... \ `\ \ � � �;0% 47 LF 18� RCP O 0.20E 51 LF 12 �HDPE O O.SOJL � = easc� Cv cvJ � � � �� RIM�86025�A � OIfRET } \ ,< eu.ev (ar aJ � � � � _ _ _ �F �'�" o MLEf TYPE A1 302 ' y� 7HROUGH WN.L J ` � A � - - - �05 � ` INV. 12' N-848.24 � � � � �� /� i�v. ie• sE e ei� �� e� �\ ... ,...-'-- � \ \ � � �i � � ' n� oucH wu.� ADDITIONAL CITV OF CARMEL NOTES: \ \�� as �F oF s" - zo2 ' � � PERFORATEO 10 LF 18 RCP O 0205 INV. 12� NW�848.00 SIDRM .MAN ' 1. NO EARTH DISTURBING ACTIVIIV MAY COMMENCE WITHOUT AN R�w - e+g � \ �\ � UNDER�RAIN Ao i � �- � i I APPROVED STORMWATER MANAGEMENT PERMIT. u(aeJ=e�sn(�z',vcv I ln'�OF�z RM003 � �"Rca 4Rl1CTlIRE Wp-2-' I� 2. THE MIN. FLOOD PROTECTION GRADE (MFPG) FOR PROPOSED � � \� - e+s AOIIA SWIRL AS-5 ��, � I I BUILDINGS IS NO LESS THAN 2 FEEf ABOVE ANY ADJACENT \� � r�nrvr �µV ' RIA1=851.50 '�� I 100-VEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER �;rorum \� \\ \\ \� \ ��IN _ TP A i� / �� DNQ1510N $IFt 300 � �BH 848.00 - IS GREATER, FOR ALL WINDOWS, �OORS, PIPE ENTRANCES, � Riv-e�yt -\ ��_ \�� -�R� BSOOO�n305 �� " �INV. 18' NW=B{6.151 I� WIN�OW WELLS, AN� ANV O?HER SiRllCillRE MEMBER WHERE RIM�851.00 I ' UMIIS OF DISRIRBWCE FLOODWATERS CAN ENTER A BUILDING. THE MINIMl1M LOWEST we(rvc)�q�sre(rYrecvJ \ I �� \ ADJACENT GRADE (MLAG) NEXT TO THE PROPOSED BUIL�INGS IS � � �m \ \� � � � � � � - � :-� o \ � �t INV. 18' SE�848.05 � NO LESS THAN 2 FEEi ABOVE ANY A�JACENT 100-YEAR LOCAL � \ „ - /� -z�F, ,� v ... I'I ' OR REGIONAL FLOOD ELEVAilONS, WHICHEVER IS GREAtER, FOR . _ /\/ � - - ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND \ \ � � � � J� / 23 lF 18' RCP O O.40S � ANY OTHER STRl1CTl1RE MEMBER WHERE FLOODWATERS CAN �� y � � ��p�F' � � i I I � - EMER A BUIL�ING. , � /� , . � � � [AW FEAL ESTATE LLC J ' \ \ / , ` -� - � \ :� \ yZ�� / ;'y _ MAX. 3:1 I %�' I INSTR. f2015004551 � 3. PER iHE CIT' OF CARMEL SiORMWAiER iECHNICAL 57ANDARO � �� - MANUAL SECTION 10202 XI - ALL STORM SEWERS WILL 6E � s w �� ` - \ �� Pp�� / N SLOPE � - � PRIVATE � �. � I ixe�E� eas rz-ac /� �� qq� 0�e� � ' 9 � NATIVE PLANTING EXTENDED � av6 J- eiszs (is�ecv) � \ 4. PROPERIV �OES NOi LIE WITHIN A FEDERALLY DESIGNAtE� � i,w�wwJ=ersis(ar'w�'vJ \ m (� DETEN110N BASIN FLOO�PLAIN ACCORDING TO FlRM MAP PANEL Nl1M6ER � ixe(scJ<e�sa�/z�'acrA ` \\ � � �yY� 84,460 CF STORAGE �aos�cozoac onrEo ii/ie/aoin. � � / , �� \� � �. � �� . � A �o-vEnR = sa7.o7 5. UTILIiV RELOCATIONS REQUIRE� BY THE PROJECT SHALL BE �I i � � � (} 100-YEAR = 848.50 � RESPONSIBILIT' OF iHE DEVELOPER. UtILIiY LWE RELOCA710N5 � �/ � S /�.� r TOP OF BANK: 850.50 REOUIRED FOR ROAD PROJECTS THAT RESl1LT IN CONFLICT WITH � � G � /', \ lI OVERFLOW WEIR: 848.50 PROPOSED DEVELOPMEM SHALL BE THE RESPONSIBILIN OF I I / 2 ` � I .. I � BO170M OF BASIN 844.00 rHe oeve�oaea ro REso�vE wirn me unuiv. exisriNc Po�E I I I� �, � 'l I \ `o� / I i I LINES REOUIRES TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-0FWAY LME. I I I �i. � I � � � � I 9� ` I I\ � �\ I ZE I wooas � ))) 6. ALL E%ISTING PERIMETER ROA� DRAINAGE STRUCTURES AN� I BRIDGES ACRO55 THE FRONTAGE OF THIS DEVELOPMENT ARE � � \ �� I I � . . � I I � I _ ,�,�� INDICAiED ON iME PLANS. PROVISIONS HAVE BEEN MADE i0 � \ \ ,' ' I I IMPROVE OR REPLACE ANV DRAINAGE STRUCTURES AND 6RIDGES . ��/ ` � \ o .��F. I � -T' --F -1 -f --�� - � � � � s o.,u �sae p4 oQ . I I I AS NECESSARV OR AS REOVESTE� BV THE CIiV TO \� \� . //� II �' Sv \ � III , ) /p_ _ \ irv¢(sJ e .zc/recl � \ � �� / � I I i I � �J'' ACCOMMODATE THE PAVEMENT WI�ENING, AUXILIARY UNES, � ��mw) e�.za(s�'acJ �� ` �l'' MULTI-USE PATH, AND ANY OTHEft REOUIRED IMPROVEMENiS TO � � \ <Iscl a+us (a'acvJ / / � CONC. .S. \\ � �� I I lI � I \ \ �a �T-�Y'"� THE PROPERN OR THE ROADWAV. THE COST TO IMPROVE OR / /r � - REPUCE ANY DRAINAGE STRUCTURES AN� BRIDGES WILL BE � � \ � � �\� � �/� / ` � RIM 9{525 201 `. �� \ \\� \ --- � fi - -� � BORNE BV THE �EVELOPER. \ � \ ��' �Z� ��'� �� \� � . � �n� � � � a12 LF 1Y�RCP O 0.35A \ � � �: \ , \\\\\�\ I J. DAMAGE TO iHE EX611NG RIGHi-0E-WAV SHALL BE � � �. '� e�rvcJ ersqsp2',rcaJ � -�� • ��\ ' ` RESTORED/REPAIRED TO THE SATISFACTION OF THE CITV AT THE � / � � -- --''� \,� � \ INLEf 1YPE E �, \ ' �\ \ . .._ . - I COMPLETION OF THE PROJECL THE CONTRACTOR IS � / � �,,-� - �� unHeoee \ � 1� SUMP 2� �� \\\�`-_ � ENCOURAGED TO INSPECT THE RIGHT-0E-WAY WRH THE CIiV � / .. =a+9�e IM= ., - '� � PRIOR TO THE START OF CONSTRUCTION TO �OCUMENT THE � \ ��`'�'d '°iPJ'/ < INV. 12' NE�843.98 C�� .�\ \'�� \ i / � lNv(.n9-PALeo -aca,� \ \ �\ \ � \ � � � � � � 1 \ � EXI511NG CON�I110N OF iHE RIGHi-0E-WAY. / / � � � _ _ ' mr(p%�= B�,iJJ (s cv/ � \` INJ. 1Y SW�843.58 �\\ � � \\� \ � \��\ ' i � ... .. � � � \ . \ \ .�� \ \ ��-� 0 8. ALL PAVING WITHIN THE EXISTING AN� PROPOSED CITY �� ueeimeer \ \ 83 lF �Z� RCP O 0.35x �� '�`-� �\ \ I Ricnt-oF-wnv snn� coNFoaM 10 1ne REauiReMeNis oF _-�' �� e•�-s� � �� f' � `�� .�_'�� V iHE DEPARiMENi OF ENGWEERING. iHE CONiRACtOR SHALL �- � � �--" --�_\ _ � � - �� R`°� � �� \ \ ` ��\\ �� \ CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A � / � \ \ � � i �i �i -� �� A � '�� V A �� PRE-CONSTRl1CilON MEEfING TO REVIEW THE DEPARiMENi'S -�' i � ��\ �\ �\ \ / . `p \ �� y � \ \ � CONSTRUCTION REQUIREMENTS, STAFF NOTIFlCATION r- �i' i � ; IX y� y� \\ � � iy \\\ 1 REOUIREMENTS, REOUIRED INSPECTIONS FOR CERTAIN 4AGE5 I �� ` � � , ♦ -+ - RIM=849.38 \ � \ � /; � � 1 1 � � ` 20 OF iHE WORK AN� i0 REVIEW THE All?HORIiV OF iHE �� \ � ' � DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING �--- �� , \\\ .INJ. 14' NE�843.34 � \� S�� -. I � INV. 24' NW-843.52 �.. 'OF . AND PROPOSED RIGHT-0E-WAV. I �� V � -� � INV. 1P' SW=844.{1�A� �� -� � I \ IJMI15 OF DISRIR&WCE '� � I 9. ALL PROPOSED CURB CUiS, CUR6 CUi VACAilONS, 4REEf L--- '/ \ � � \ \\ �� _ INV. 30' SE�B{3.21 \\ \� EMERGENCV I I I C11T5, AND LANE CLOSl1RE5 MUST BE SUBMITfED TO THE \ \ 7 \ ' \, SPILLWAY � BOARD OF PUBIJC WORKS AN� SAFEIY FOR APPROVAL - �p� � ��, A �� •��L£V. = 848.50 � � I � � � � � � �� . i� � � �� s � � W AA A� � � V � �� noeN wN goee � A A � . �� , :� �� \ �....� na�,ecP� � � �`, \ . I � A ��nvu(ax;= er �., ...,, p� � � \� \ � o. �', _ � rrv.(se.�-et\\ \ �\ �\ -�\\\ ��.� \ �\\\ I � \ �.� \\ \\ .`;\� � \ \.' \ \�` I I � �� \� \ � \ � \� \ � \ I � � \�\�, � � �& � � � � � � \�, \ \ � \ \ „_ \ \\�\ \�\. S`„ \\ � \\\ 7:.\\� � \ . III� I I �� Ci \ \ , 4'0 AUNHOLE � \�`\ � . \ \\ �\\\ \ � � . �� EMERGENCY OVERROW \ \ NEENAH R-434 � � � � � � `�� \ � � � .. �� RIM�84].25 �. V A �� WJlHOLE� E500\ �\�� IIYI II.15�� RIM�849.]0 � � . � INV. 18' NE-8{3.08 � � \ . \ \ � � � `, �\ � , \ � ., � � � _ ` \ \ \ _ a�T,6 � A •� � a ✓t✓E�� rv�6�9u -._ � �51 �.� � ��. \, \ � � ��` �\, � � \\ \ \ \ � � � � � � �� ' �, ��Ho � � � � � � mw < e.s nw(sw}- e�zs� Oa' F � � � � ' \ m�v�Hw/= e<zse [s�-' � \ � u+v�sD= e�zs3 n� \ \ , \ \ �� .A \ (\ � � � � � �� \ � � � Eu�ERCENcr ovERF�ow wEiR � � \ \ VARIES �� . � 15 OF 8' �� RIPRAP. - � A \ \ �� SEE DEfAIL J01 FOR INVERT. '� ' � � \\� � � GA910N WALL � � ' �\ � SEE ARCHIiECiURAL \ � � \ J PLANS FOR �EfAIL. � � � � � - --------TOP OF BANK pAVLIGHT PIPE THROUGH SLOPE TO-, STRUCTURE 200 � 3p _ \ �� 100 VR ELEV: 648.5� RIPRAP CONVEYANCE PATH. PROVI�E SEE �EfAIL 302 EN� SECTION WRH TRASH GIIAR� �' f \ � � � ---10 VR ELEV: 84J.OJ 17' RCP. INV. = 844.00 �m:.. �� L � 1 1 SEE SHEEf C401-C402 ' �� BOTfOM OP POND: 844 W� °'� ' ' 1� I cue r \\\\\\ 11►1 � I ' 37 LF 18' RCP O O.SOE � �\ 1 I � \ \ � � i/�� I E � � ��` � � V' \�� I`-5 I � � �� I� I / POR VARIOUS INVERTS. � -� 1 .wv =��v9 ' ' - J � � w. r.E)= a�z19 Os recv) L. - I I, � aRivice awrE � . ,...,._ .. o .� MOUNTED ON WSIDE INV. �=C 043.Sfi q•X4'%1' CONCREfE I' I I I� ie" oF e' o, aiaana-� � oF sraucruaE zoo i ANTI-SEEP COLLAR. �� -� ....�.� � � � I� � C300RENCE SHEET L1MfI5 OF DISNRBANCE--'" � II I RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions 04 S�a�e antl Local Codes City of Carmel Jj¢a��1�VonV�nl i� � onrE: 09/19/19 i DETAIL 303 - NATIVE DRY POND BMP SECTION NOT TO SCALE i i �I I I I � � I ii �I �� I I Ao � � I �T I ------ i--i-J �a I I o� I � BENCHMARKS: UNLESS OiHERWISE NOiED ELEVAilONS SHOWN HEREON ARE BASE� UPON AN OPUS SOWiION AN� ARE ON iHE 1988 NORiH AMERICAN VERiICAL �A1UM (NAV�68). li IS MV OPINION THAT THE UNCERTAINTV IN THE ELEVATION OF THE PROJECT BENCHMARK �OES NOT E%CEE� 0.10 Foor. ZP Investments� ren�qi: nRaow eo�r or� raa oF FiaE Hroanr�r �ocnrEo fs FE� so�r�wEsr �PERPE�o��R> oF r�E wEsr aA�K �F LLC Office CURB OF ILLIN015 STREEf AND i1J5 PEET NORTH OF THE SWTH PROPERiY LWE EXTENDED OP THE SUBJECT TRACT. ELEV. = 84939 North Illinois St TBM#2: ARROW BOLT ON TOP OF FIRE HYDRAM LOCATED 35' WEST OF THE WEST BACK OF CURB OF ILLIN015 STREEf ANO Carmel IN 46032 t140 FEEf SOUTH OF THE CEMERLINE OF FIDELIiV WAV. f ELEV. = 85fi23 iBM�3: MARKER BOX SEf ON iHE WESi SI�E OF A LIGHi POLE BASE LOCATE� 2b0 FEEf EAST OF THE EAST LWE OF ��¢f THE SUBJECT TRACT AN� 2200 FEE� SOOTH OF THE NORTN �� uNE aF rHE sue�ECT Tw,cT. ZP Investments, LLC ELEV. = 851.98 11460 N Mendian Street Carmel IN 46032 UTILITY NOTE: 317-705 5050 THE UNDERGROUND UTILRIES SHOWN HAVE BEEN LOCATE� PROM A1�Chit¢Ct/LdndSCdp¢Arohit¢Ct FlELO SURVEY WFORMATION AND EXISTING DRAWINGS. THE RATIO SURVEVOR MAKES NO GUARANTEES THAT THE UNDERGROUN� �01 SOUth PBnnSylvdnid Sf�BBf UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IOdi303 olis, IOdi303 46204 IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES P NOT WNRRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE 317-633-4040 IN THE EXACT LOCATION IN�ICATED ALTHOUGH THE SURVEYOR �OES CERiIFY iHAi iHEY ARE LOCAiED AS ACCURAiELY AS POSSIBLE FROM MFORMAiION AVAILABLE. iHE SURVEYOR HAS NOi PHVSICALLV LOCAiE� iHE UN�ERGROUN� UiILIilES. IN�IANA 011 ONE-CALL PUBLIC UTILIiV LOCATE SERVICE TICKEf Nl1MBER5 180814099J, 180814W84 AN� 190814009 WERE Structural Engineer issueo Fae rHis sire. ........ ....... ......... ......... ......... CE Solutions PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES. �O ShOShOn2 Df. CONTRACTOR SHALL E%POSE ANO VERIFY LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL E%ISTING UTILITIES Ca�mel IN 46032 NCLU�ING BUT NOT LIMRED TO GAS, WATER, AND SAMTARV 317324 6024 SEWER. ANY WNFLICTS SHALL BE REPORTE� IMME�IATELV TO THE ENGWEER ANo THE APPROPRiATE AUTHORinEs. Mechamcal / Eledncal Engineer UTILITY LEGEND: Heapy Engineering 3850 Pnonty Way 5 Dr #204 � PROPWED SiORM SEWER LINE If1d13f13P0115 IN 46240 SAN PROPWE� SANIiARY LME 317-571 8795 - Civil Engmeer � e PaoPosEo E�ecraic uNe . ....... ...... ...... ......... �- Civil and Environmental Consultants, Inc. T PROPOSED TELEPHONE LME 530 E OhlO SIfCCI G FO PROPOSED FlBER OPTIC LWE Indianapolis, IN 46204 317-655-7777 G PROPOSED GAS LME W PROPOSED WATER LME OH-W PROPWED OVERHEA� UiILIiV LINE --------- PROPWE� CON�UIi � PROPWE� LIGHT POLE PROPOSE� WALL MOUNTE� P�C, B YI � B O HY�RANi, WALL PIV, WAiER VALVE, FREE STANDING FOC O � PROPOSED SAMTARY MANHOLE, CLEAN OUT � PROPWED ELECiRIC iRANSFORMER �� KEY PLAN � � � � � � � LIMIiS OF �ISiURBANCE SEAL � DATE O6/21/19 UTILITIES: � � �QNC„�� p :RIY CC GAS ELECTRIC O� �� '03548 �630RNN MERIOIAN STREEf 1230�WPOMORRI5W5TREETLIGHT o `�P p��s1FRFO(/.��i NDIANNPOLIS, IN. 46202 INDIANAPOLIS, IN 46221 I(3n) ns-ssas (an) zsi-aess � �*:• aEioa000se :�`p TELEPHONE RODNEY JOHNSON Q : STATEOF : � AT&T ASSISTANT TO ENGWEER SENIOR � � Po �' ;NDIAHP•�•��C 5858 NORTH COLLEGE INDIANAPOLIS POWER & LIGHT C0. � % F. .... �d �� NDIANAPOLIS, IN. 46224 �3�� 26R_SR�OJ'ECTS ENGWEERING Z �i�",bl"",`,�� (ai�) zsz-az�s RooNer.aoHNsoN�nes.coM < STORM SEWER «� (�onmCHw,i 06�21�2DI9 alY ENCMEERs oFFlCE SANITARVSEWER SHEETISSUE CARMEL CI1V HALL, TRICO REGIONAL SEWER AUTHORIiY FIRSi FLOOR 10]01 N. COLLEGE AVE, 5TE A ISSUE�FORCONSTRUCTION Ofi'P1119 ONE QVIC SpUARE INDIANAPOLIS, IN 46280 (ai�7 s�i-zaai (an) aaa-szoo CONiACi: RYAN HARiMAN WATER STREETS CARMEL OTILITIES �EPARTMENT CARMEL S1REEf DEPARiMEM b0 W. MAIN STREE�, STE 200 g400 WESi 13151. SiREEf CARMEL, IN 4fi032 CARMEL, IN 4fi0�4 (3n) �3a-zass �3») sss-3izo NORTH SCALE IN FEEf 0 30 60 ..... ......... � PROJECTNO. • SHEETTITLE b DRAINAGE �� PLAN � i� ��•�8�� heforeyouaig. SHEETNUMBER � C4�2 02000.000