The URL can be used to link to this page

Home My WebLink AboutC400-OVERALL DRAINAGE PLAN� � R r I I ADDITIONAL CITY OF CARMEL NOTES: 1. NO EARTH �ISTURBING ACTIVIIV MAY COMMENCE WRHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. 2 THE MIN. FL00� PROTECTION GRADE (MFPG) FOR PROPOSED BUILDINGS IS NO LESS THAN 2 FEEf ABOVE ANY ADJACENT ioo-vEnR �ocn� oR REcioNn� F�000 E�EvnrioNs, wnicneiER IS GREAiER, FOR ALL WINDOWS, DOORS, PIPE ENiRANCES, WIN�OW WELLS, AN� ANY OiHER SiRllCillRE MEM9ER WHERE FLOODWATERS CAN ENTER A BUILDING. THE MINIMUM LOWEST ADJACEM GRA�E (MLAG) NEXT TO THE PROPOSE� BUIL�INGS IS NO LESS THAN 2 FEEf ABOVE ANY A�JACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVAilONS, WHICHEVER IS GREAiER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES. WINDOW WELLS, AND ANV OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN EMER A BUIL�ING. 3. PER iHE CIN OF CARMEL SiORMWA?ER ?ECHNICAL SiAN�AR� MANl1AL SECTION 10202 %I - ALL STORM SEWERS WILL BE PRIVATE. 4. PROPERiY p0E5 NOi LIE WIiHIN A FEDERALLY DESIGNAiEO FLOODPLAIN ACCORDING TO FlRM MAP PANEL Nl1M6ER 1805]CO208G �ATED 11/19/2014. 5. THE STORM SEWER SVSTEM SHALL BE WNSTRUCTED PER DESIGN SPECIFlED AND AS APPROVED 6Y iHE QT' OF CARMEL ON THE FlNAL APPROVED CONSTRUCTION PUNS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTE� DUE TO SPECIAL CIftCUMSTANCES OR DIFFlWLtt �URING CONSiRUCiION AND WILL REOUIRE PRIOR FlEL� APPROVAL FROM A �ESIGNATED REPRESENTATNE OF THE CIiV OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGWEER. AN EXPLANATION OP ANY SUCH DEVIATION SHALL BE INCLUDED AS A REOUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITfE� FOR RELEASE OF PERFORMANCE Gl1ARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 25 FPS OR LE55 OR 10 FPS OR GREATER (AT FULL PLOW CAPACIiV) SHALL REQUIRE AS-BUILT CERTIFlCATION AT THE TIME OF CON4RUCTION, PRIOR TO BACRFlLLING ?HE PIPE. THE CONiRACiOR IS INSiRl1CiE� TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED ID ENSURE COMPLIANCE WRH THE DESIGN PUNS AND AS APPROVED BY THE CIiY OF CARMEL. 6. uTlLltt RELOCATIONS RE�UIRE� 6Y THE PROJECT SHALL BE RESPON9BILItt OF THE DEVELOPER. UTILIiV LWE RELOCATIONS REOUIRED FOR ROAD PROJECTS THAT RESULT IN WNFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF iHE �EVELOPER i0 RESOLVE WIiH iHE lIiILItV. EXI4ING POLE LINES REpUIRES TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-0E-WAY LME. ]. ALL EXIStING PERIMEfER ROAD DRAINAGE SiRUCiURES AND BRI�GES ACRO55 THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PUNS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPIACE ANV DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REWESTE� BV THE Qtt TO ACCOMMO�AiE iHE PAVEMENi WI�ENING, AUXILIARV LANES, Ml1LTl-USE PATH, AND ANV OTHER REOUIRED IMPROVEMENTS TO THE PROPERIV OR THE ROADWAV. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AN� BRIDGES WILL BE BORNE BY iHE DEVELOPER. 8. DAMAGE TO THE E%ISTING RIGHT-0FWAY SHALL BE RESTORED/REPAIRE� TO THE SATISFACTION OF THE CIiV AT THE COMPLEfION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGE� TO INSPECi iHE RIGHi-0E-WAV WIiH iHE CITY PRIOR TO THE START OF CONSTRl1CTI0N TO DOCUMENT THE EXISTING WNDITION OF THE RIGHT-0FWAY. 9. ALL PAVWG WIiHM 7HE EXISiING AND PROPOSED CItY RIGHT-0E-WAV SHALL CONFORM TO THE RE�UIREMENTS OF THE DEPARTMEM OF ENGWEERING THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGWEERING TO SCHE�ULE A PRE-CONSTRUCTION MEEfING TO REVIEW THE DEPARTMENT'S CONSiRlICiION RE�IIIREMENiS, SiAFF NOiIFlCAiION REOUIREMENTS, REOUIRED MSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORIN OF THE DEPARTMEM AS IT REIATES TO WORK WITHIN THE E%ISTING AND PROPOSE� RIGM-0FWAY. 10. ALL PROPOSED CUR6 CUTS, CURB Cl1T VACATIONS, STREEi CUTS, AND LANE CLOSURES MUST BE SUBMITTED TO THE BOARD OF PUBLIC WORKS AN� SAFEIY FOR APPROVAL. DRAINAGE SUMMARV ALLOWABLE DISCHARGE: 10-VEAR PROPOSED LE55 THAN OR EQl1AL TO 0.1 CFS/ACRE 100-VEAR PROPOSE� LESS THAN OR EOUAL TO 0.3 CFS/ACRE OFFSITE DRAINAGE AREA: 1.68 ACRES DRAINAGE AREA AREA 10 VR EVEM 100 VR EVENT ALLOWABLE 6JJ AC 0.68 CFS 2�3 CFS PROPOSED 0.66 CFS 1.]3 CFS STORAGE ELEVATION (Ff) 84].0] 848.50 TOTAL STORAGE VOWME 9�,9�5 91,9]5 AVAIIABLE (CF) CALC. STORAGE VOLUME (CF) 4Q22] B],120 - 4.2" ORIFlCE ncrun� sroRncE vowMc (cF) 33,sso �o,osa - s" oRiFicE OVERFLOW WEIR ELEVATION = 84850 MIN. FLOOD PROTECTION GRADE (ZOTEC BIIILDING) = 85320 + 1 FT = 85420 MIN, LOWEST A�JACENT GRADE (ZOTEC Bl11LDING) = 85120 + 1 Ff = 850.20 MIN. FLOOD PROTECTION GRADE (PARKING GARAGE) = 850J5 + 1 FT = 851J5 MIN. LOWEST A�JACENT GRA�E (PARKING GARAGE) = BSOJS + 1 R= 851J5 NOiE: OFFSRE �RAINAGE FROM ?HE NORiH iHROUGH iHE 9iE ROUiES iHROUGH STRUCTURES E100-105. OFFSITE DRAINAGE FROM THE EAST ROUTES NORTHEAST TO THE DRAINAGE TILE UNDER FIDELIIY WAY. �� i � � � � % �/;`\ � � \ � % \ //�// \\ � i / J r— �' '� /' —_—_� r__�� /� �---�� L— _ � � � i I � � � : 11Mff5 OF DISTURfl4lCE r' BENCHMARKS: � UNLESS OiHERWISE NOiEq ELEVAilONS SHOWN HEREON ARE BASE� UPON AN OPUS SOWiION AN� ARE ON iHE 1998 NORiH AMERICAN VERIICAL �A1UM (NAV�88). li IS MY OPINION THAT THE UNCERTAINiY IN THE ELEVATION OF THE PROJECT BENCHMARK �OES NOT EXCEE� 0.10 FOOT. TBM�1: ARROW BOLT ON TOP OF FIRE HV�RANT LOCATE� }5 FEEf SOl1THWEST (PERPEN�ICl1LAR) OF THE WEST BACK OF CURB OF ILLIN015 STREET AND t1J5 FEEf NORTH OP THE SOUTH PROPERIV LME E%TENDED OF THE SUBJECT TRACT. ELEV. = 849.J9 TBM$2 ARROW BOLT ON TOP OF FIRE HV�RANT LOCATEO }5' WEST OF THE WEST BNCK OF CURB OF ILLINOIS STREEf AND t140 FEEf SOUTH OF THE CENTERLWE OF FIDELITV WAV. ELEV. = 85623 iBM�'3: MARKER BOX SEf ON iHE WESi SI�E OF A LIGHi POLE BASE LOCATE� f30 FEEf EAST OF THE EA4 LME OF THE SUBJECT TRACT AN� i2�0 FEEf SOUTH OF THE NORTH LWE OF THE Sl16JECT TRACT. ELEV. = 851.98 PROPOSEDLEGEND: � �� PROPOSE� DRCH PROPOSE� SiORM SEWER LME aaoaosEo RooF oaaiNs Q aaoaosEo iNOEx caNrouR � PROPOSED WTERMEDIATE CONTOUR --------- PROPOSED UNDERDRAIN M.E MATCH EX6TING TOR TOP OF RIM C.O. CLEANouT � � � PROPOSED STORM CURB WLEf, MANHOLE, CATCH BASIN � � � � LIMIiS OF �ISil1RBANCE NORTH SCALE IN FEEf o sa izo ZP Investments, LLC Office North Illinois St Carmel, IN 46032 Owner ZP Investments, LLC 11460 N Mendian Street Carmel,IN 46032 317-705-5050 Architect/ Landscape Architect RATIO ......... ......... ......... ......... 101 South PennsyNania Street Indianapolis, Indiana 46204 317-633-4040 Structural Engineer CE $O�I1�10115..... ......... ......... ......... �0 ShoShone Dr. Carmel, IN 46032 317324-6024 Mechanical / Electrical Engineer Heapy Engineering ......... ......... ......... 3850 Priority Way 5. Dr #204 Indianapolis, IN 46240 317-571-8795 Civil Engineer Civil and Environmental Consultants, Inc. 530 E Ohio Street G Indianapolis, IN 46204 317-655-7777 �� KEY PLAN SEAL � DATE O6/21/19 LL oo°pNC,y�.,� z �, �: ��siER :G i o . P:�e eo.'S�� w : Q: No ¢ � * • PN0300058 •7 * Q , STATEOF : i 0•'� d T �U'_ %�o,�':'�'DIANP•��a�� Ul I� Fy� NG ,� ? ,'��IIII 111� ��,,, «� (�onmCHw,i 0G�21�< SHEETISSUE ISSUE�FORCONSTRUCTION Ofi'P1119 PROJECT NO. 02000.000 SHEET TITLE OVERALL DRAINAGE PLAN RELEASED FOR CONSTRl1CTI0N Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel `�jsv�� \'��v�N�nl.�� onrE: 09/19/19 u u � i � � _ � / �'� �` / �_—_ � /� \�� / / // � / // �� / // \\ 1 I // \1 I II I I ip � J � �� i �� I �� I u i L1MII5 OF DISNRBWCE-.........�...... � � / \ \ � \ � T \ \ yh \ \ r� o—�I ��•�8�� heforeyouaig. u J SHEETNUMBER C400 I I \\ ,