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Home My WebLink AboutC401-DRAINAGE PLAN3 R I / rADDITIONAL CIN OF CARMEL NOTES: � �� _- 1. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN � / ` APPROVED STORMWATER MANAGEMENT PERMIT. � � / � � � \ � � / � / �/ �� 2. THE MIN. FLOOD PROTECTION GRADE (MFPG) FOR PROPOSED � / � � / BUILDINGS IS NO LESS THAN 2 FEEf ABOVE ANY A�JACENT / i 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS WHICHEVER / / IS GREAiER, FOR ALL WINDOWS, �OORS, PIPE ENiRANCES, �/ � � WIN�OW WELLS, AN� ANY O?HER SiRUCiURE MEM6ER WHERE �/ � FLOODWATERS CAN EMER A BUILDING. THE MINIMl1M LOWEST / ADJACENT GRADE (MLAG) NEXT TO THE PROPOSED BUIL�INGS IS �� NO LE55 THAN 2 FEEf ABOVE ANV ADJACENT 100-YEAR LOCAL � � CIIY OF CARMEL OR REGIONAL PLOOD ELEVAtI0N5, WHICHEVER IS GREAtER FOR � ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND I � I INSTR. �2005000P646P I ANV OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN � � EMER A BUILDING. I I ) 3. PER iHE CItY OF CARMEL S10RMWAiER iECHNICAL SiAN�AR� I\ � \ MANUAL SECTION 10202 XI - ALL STORM SEWERS WILL BE PRIVATE � � VI I RIM�� \ 11M175 OF OISNRHWCE . I INV. 4. PROPERtY DOES NOi LIE WIiHIN A FEDERALLY �ESIGNAiED � \ �ryy, FLOO�PLAIN ACCORDING TO FlRM MAP PANEL Nl1MBER '\ �\ n �aos�cozoac onrEo ii/is/2oin. � � � / � _ i UTILIiV RELOCATIONS REQUIRED BY THE PROJWT SHALL BE � �� /��i RESPONSIBILItt OF iHE DEVELOPER. ViILItY LINE RELOCAilONS \ � �-�_ � REOUIRED FOR ROAD PROJECTS THAT RESl1LT M CONFLICT WITH \ THEP�EVELO ERLT�O RESOLVE WITHETHEEURLSryN5EX15 N�POLE �� \\\\ j r/' LINES REpUIRES i0 BE RELOCAtED i0 WIiHIN ONE FOOi OP � y � PROPOSE� RIGHT-0FWAV LME. \ h i � �•\�� \ � 6. ALL E%ISTING PERIMEfER ROAD DRAINAGE STRUCTURES AN� � �/ � __ - _'_' _- - � BRIDGES ACRO55 THE FRONTAGE OF THIS DEVELOPMENT ARE \ INOICAiED ON iHE PLANS. PROVISIONS HAVE BEEN MADE i0 IMPROVE OR REPLACE ANV DRAINAGE STRUCTURES AND 6RIDGES AS NECESSARY OR AS REpUESTE� BV THE CI1V TO ACCOMMODATE THE PAVEMENT WI�ENING, AUXILIARV LANES, MULiI-USE PAiH, AN� ANY OiHER REOUIRE� IMPROVEMENiS i0 THE PROPERN OR THE ROADWAV. THE COST TO IMPROVE OR REPUCE ANY DRAINAGE STRUCTURES AN� BRIDGES WILL BE BORNE BY THE �EVELOPER. ]. DAMAGE i0 iHE EX141NG RIGHi-0FWAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CIN AT THE COMPLEfION OF THE PROJECL THE COMRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-0FWAY WITH THE CIiV PRIOR i0 iHE SiARt OF WNSiRUCiION 70 �OCUMENi iHE EXISTING CONDITION OF THE RIGHT-0E-WAY. 8. ALL PAVING WITHIN THE E%ISTING AN� PROPOSED CIIY r RIGHT-0FWAY SHALL CONFORM TO THE REpUIREMENTS OF - iHE DEPARtMENt OF ENGWEERING. iHE COMRACiOR SHALL CONTACT THE DEPARTMENT OF ENGWEERING TO SCHEDl1LE A PRE-CONSTRUCTION MEEfING TO REVIEW THE DEPARTMENYS CONSTRUCTION REQUIREMENTS, STAFF NOTIFlCATION REOUIREMENTS, REOUIRE� INSPECTIONS FOR CERTAIN STAGES OF iHE WORR AN� i0 REVIEW rHE AIIiHORIiV OF iHE DEPARTMENT AS IT REUTES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-0FWAV. 9. ALL PROPOSED CURB CUiS, CURB CUt VACA710N5, SiREEf C11T5, AND LANE CLOSl1RE5 MUST BE SUBMITfED TO THE BOARD OF PUBLIC WORKS AND SAFEIY FOR APPROVAL. MAX. SURFACE ELEV. = 95200 MIN. SURFACE ELEV. = 85020 roa or oEreNrioN = aas.oa L ioa-ra = eaaso ioo-re = eazm - - - - 90TfOM OF 9ASIN OUTLET= 846.00 DETENTION BASIN SECTION NOi TO SCALE I � I I I � \ � \ � \ � \ � \ � IT' RCP � \ � -� i,w< eu �a I � I\ FO - --- -- I \ - - II � � � � � S I /� h I � / � n m v[dZn � � I � � � '� � � O � - I _ _ _ _ v � � � � ( � � \ - - - - - - - - - - - - - - - - - - - - - - - - - - ......... amLury � � i� � �\ ,� CIIY OF CARMEL �- �� /� I � = � INST?. �100500026462 / �� 1 r ----- ------E/O_E�/TYWAl __ _.__-'-,� �' \I 1 ��/ INL£f7YPEA _----___----_----_-- _----_'�___.__=��!==i� I ..i --RIM�852.00-- 211 , � , e. �. � � � 4Y IMNXOLE---- --------_ -- . � � � � � MNMO -! 105 INV. 12' W=8/8.9] -INLEf TYPE J 210 '� --- P &53.50818.88104� \ RIMM�85J.N�819.03 - INV. 17��818.77� _ _- . .- . .r_� . RIM�852.50� _ �\ = INV. 12' W=9{8.32 G ' LED UMO JJ� �M/. �Z� W�BIB.98 (f 'ZN� e�e.ss . -� c . . . -"_ .- - - nrv. iz' s-e�a.ta _ � � � � im imi - �� ._._._.._._._._. �� j �� - � � � � � q. � . � . - -�---- �// � . . ... _ - _. � ... �.:,. �_. . . ., mv= e aes . . o �� 94 LF OF 6" PERFORATED DRAIN� o. ^ � ...9fi LF 12� RCP � 0.33% �� _ ��'. � . . ,ti �'-, I � - 12] LF 12" RCP � 0.355 Y y� /f .{ � I _I II �I.� - Y' ; h�^ � ,c �7 HDPE � 035Z� J �� ..--�50 LF OP 6' PERFORATED DRAIN I I �� niM�e�oaa \ \ 4Y MANM -- a `3 y�850' INV. 12' E�8{925 � � RIM=853J8 10J ' / ry INV. 12 NE�818.J3 � � ` 16 LP OF 6" �� INV. 12' S�848.23 / � iRENCH �RAIN � \ \ � , � / i ° � 1 � 1 �j� � 1/ +, � I 1 I � � � �h^� u/�(x7- � < J nrv(s.` i i � I INLEf 7YPE A � � I I I �� I 220 RIM�852.00 B I I I I INV. 12' S=910.5 i I � � I I I� I I I - INLEf TPE A � I I I RIM�852.� INV. 70' W=849.75 I I a INV. 12' S�8�8.85 ze ir ia• xore e a 8 LF 12' HDPE O O.SO1G� ROOF DRVN Z�6 ZOTEC BUILDING FFE 85375 "riv 81Y09E�849.{6 52 LF OF 6 PERFORAiE� uNOERoaniN � ��►. ___- 6_ - I I � ' I I I I_ �� ROOFORIJN , I I � INV. 10'� � � I � I n� 50 LF 12� RCP O I - n {'1 MRNHOLE � RIM-85� °,� I II I� � ira. iz• w-ew.00 � I � I II- irrv. iz• s-easi (�`� INV. 12' N�818.40 �� I II' ' irrv. ie• e-aa.ze � ' II � II �� r is � iz• eore o o.e I�I I � � II II' I R F RVN 221 I ',' INV. 12' E-849. I 50 lF 12' HDPE O 0.: I � � �I � �I �I '' i, o� s8 tF r2• HoaE � o35z I ,�s� � !� �i �I� c�ree i��ci 1 , 1 � � wv = aszze I 219 INM TPE� A I� +� weMc)< ereu bT ecv) � INV. 12' N�8{8.22� � Q� I� I INV. 12' E-848.14 I � I� 1 11 � 4'f IMNHOLE " �� RIM=853d0 � 102 1 I I,,, T RI 8 31E�� ' INV. 12' N-847.83 INV. 12' W-e�].]e`io '�. INV. 12' 5-81].53 � ..,� � INV. 12' N-847.88 A �� 1 � � � � � o 1", 1 1 � � � �� 1� � � �� 1 � � � � \ V irrv. ] lF 12' RCP O 0.335 i �� \ \ � � �u�iv(�J= �� A 101 41M IMNHO�IE V�' M�r��- s . � '�_ ` iHv. iz• H-aazu � \ INV. 12' W=847A{ RELEASED FOR CONSTRl1CTI0N Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel `�¢a�Ai �Vomr�nAi.�� \ onrE: 09/19/19 u � � � � V ��,� \ � ' � A d � o \ � � nme n+ \ NFWKR /5�� ` N \� \ IX SfAI. MH�" � RIM�851.88 E�� INV. 12' E�84Z02 � \INV. 15' N�846.94 � �,` INV. 18' S-848.84 \ �` `\ \ INV. 12' W�817.00 \ . \ \ \\ \\ \ �� \ �� ' �z �\ �� V �� \ � �, A � � � , s-r�aM_ ,vra� ��._. � � NV(SW/= 6.16 [lP RCPJ � .. � L � ��w,- .,3 �,a o� uiV(5 J- e C I' PJ A .� � � � \ \ \ q \ \ \\ ......`V�� `��--ae aa A . ��vME/=erzoc �s'acv) � \ V i � � A � � . �� LIMIiS OF DISR1RH410E� �� \ � \ � � L MAT LI Ei - SE`E S 02 �� \ s'aiu �zs"a.` .....> \ - e�.sa-� ( .ecP -� - e�sci Cz� cv)\ = env a' vl � ` � � \ � � \ I � 0 18 LF 24' HDPE O 0.2 �5'��MANHOLE,u J�� RIM=BS� Z�� INV. 24' N-848.81 - INV 12' SW 847d4 INV. 12' S-84727 INV 2{' E�84625 ;� 39 LF 24' iDPE O 0.25E� ' W�84846 ' E 946.06 Q so n ov '�INLEf lYP RIM�851.( INV. 12' I � Ca➢ SAN I � STRUCTURE Wp-1 AOUA SWIRL AS-v � 22 lF 24' RCP O 0. u i u 224 147.50 / 39 lf NOTE LAWN AND PLANTER AREAS TO HAVE 6" PERF. UNDERDRAIN. 700 LWEAL FEET POSSIBLE (EXACT LENGTH STILL IN DESIGN) \ \ \ 50 LF OF fi" PERFORAiE�- uNOEaoRniN � � � ��\ 90 LF OF 6' PERFORATE� �. � N UN�ERDRAM �� _ _ � - � � � �� , _ � �� _ .s� - - V � � � � , \ � * 46 LF OF 6" .._ I w � .- iso �F aF s" PERPORATEO UNOERDRAIN LF 12' RCP O 0.70x Z� 4�0 MANMOLE INV 12' NW�849.{3 INV. 12' S=B18.50 8 LF OF 6" Z�4 iRENCH �RVN TRENCH �RAIN RIM-852.45 INV. 12' SW�B{9.40 �� fi'6 MPNHOLE a R�� M�85� 11Mff5 OF DISTURflWCE INV. 18' E-84].50 INV. 12' N�8{].8] INV. 12' NE�B{944 INV. 19' S1Y=84].2H �IB LF 18� HDPE O 0.355 FARKING GARAGE FFE: 852.50 LF 18' RCP O 0.355 208 8'f MANHOLE IM�852.]5 INV. 12' N-848.05 'P � oS09 INV. 18' W-847.00 INV. 18' NE-847.10 INV. 24' 5�848.� INV. 1'2'• W-84].]1 ; 225 INIEf IYPE J RIM-852.25 ' ea ( ��' 30 LF OF 6' 1 R>' PERFORAiE� UN�ER�RAIN Z d O � �� z w w � c� CJ � � � ? O a � H Q N �n� � U � � N N O � � N W u1 m r � o a �U z w a a v�i ; � 4 ¢ � m7 INV. 12' 5E=846.00 INV. 12' N�848.00 . 12' - - INV. 12' NW-848.55 - - INV. 15' W-848.48 INV. 18' 5E-846.3fi0 �T � 4] LF 18' RCP O 0.20 v/ e MLEf IYPE M � RIM�850.� INV. 1B' NW B482i �INV. 18' SE�848.1] .. .. . e. ...... ��.. �F C � �. ,, `. \ � I \ \ I I I I � I I I I � I I I\ I � I `� � I �Y' I - I � BENCHMARKS: UNLESS OiHERWISE NOiED, ELEVAilONS SHOWN HEREON ARE BASE� UPON AN OPUS SOWiION AN� ARE ON iHE 1988 isos NORiH AMERICAN VERiICAL �A1UM (NAV�68). li IS MV OPINION THAT THE UNCERTAINTV IN THE ELEVATION OF THE PROJECT ELEV. = 85fi23 -R�P �P � iBM�3: MARKER BOX SEf ON iHE WESi SI�E OF A LIGHi // BENCHMARK �OES NOT E%CEE� 0.10 FOOT. ZP Investments - TBA1�'1: ARROW BOLT ON TOP OF FlRE HV�RAM LOCATE� }5 � 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 COY OF GRi SWTH PROPERiY LWE EXTENDED OP THE SUBJECT TRACT. lNS]R. �200; 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 POLE BASE LOCATE� 2b0 FEEf EAST OF THE EAST LWE OF ��¢f rHE sue�Ecr rancr nr�o tzoo rEEr sourH oF rHE NoarH �� 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 Architect/ Landscape Architect THE UNDERGROUND UTILRIES SHOWN HAVE BEEN LOCATE� PROM ---- ---- ---- ---- ---- 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 (HOR¢oNTAL AND vERnCAL) oF ALL E%ISnNG UnunEs Carmel,IN 46032 NCLUDING 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 Priority Way 5 Dr #204 � PROPOSED STORM SEWER LME Indianapolis,IN 46240 SAN PROPWE� SANIiARY LME 317-571-8795 SMS OE✓ELOF iNstrz. �zoaa Civil Engmeer E PROPOSE� ELECTRIC LME �� Civil and Environmental Consultants, Inc. T PROPOSED TELEPHONE LME 530 E OhlO SIfCCI G FO PROPOSED FlBER OPTIC LWE Indlanap0115, IN 46204 G PRaPoSED GAS uNE 317-655-7777 W PROPOSED WATER LME OH-W PROPOSED OVERHEAD UTILIiV LWE --------- PROPOSE� WN�llli � PROPWE� LIGHi POLE PROPWE� WALL MOUNTE� P�C, g Yf • 9 b HY�RAN1, WALL PIV, WA1ER VALVE, FREE STANDING FOC O � PROPOSED SAMTARY MANHOLE, CLEAN OUT � PROPOSED ELECTRIC TRNNSFORMER �� KEY PLAN � � � � � � � LIMIiS OF �ISiURBANCE SEAL � DATE O6/21/19 UTILITIES: � � �QNC„�� p GAS ELECTRIC OA� �� VEC?REN INDIANAPOLIS POWER & LIGHT Z ,O `-�G`S7F•��/. nO� 16b0 N. MERIOINN STREEf 1230 W. MORRIS STREET � � Q':p0 Rfp•, r� i NDIANNPOLIS, IN. 46202 INDIANAPOLIS, IN 46221 w ? Q; Np (31]) ]]6-5535 (31]) 261-8955 � 7 � � pE10300058 •: * � TELEPHONE RODNEY JOHNSON Q : STATEOF : � ASSISTANT TO ENGWEER SENIOR � � P•�'•;NDIAHP•�•�� 5858 NORTH COLLEGE INDIANAPOLIS POWER & LIGHT C0. � �ij�F. �d �C NDIANAPOLIS, IN. 46224 �3�� 26R_SR�OJ'ECTS ENGWEERING Z �i�",bl"",`,�� (ai�) zsz-az�s RooNer.aoHNsoN�nes.coM i STORMSEWER « �onmCHuni O6�ZI�ZDI9 alY ENCMEERs oFFlCE SANITARVSEWER SHEETISSUE CARMEL CI1V HALL, TRICO REGIONAL SEWER AUTHORIiY FIR51 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 I I � IN! 7YPE A RIM=B� � INV. 11' S=8I6.50 AP/AC �SS/DRAiNAGE EASEMEI S�ET C402 LF 12� HOPE O O.SOS _ NORTH � SCALE IN FEEf 0 3o so ��.Call eerorey��a�q. J PROJECTNO. SHEET TITLE DRAINAGE PLAN SHEETNUMBER C401 02000.000