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HomeMy WebLinkAboutDrainage Computations u h.,.... '~~ u u 7260 SHADELAND STATION tNDI,\NAI'OLlS, INDIANA 4h:-''ib-'ll)S7 J m7) S47-55HO FAX 1317; 543-0270 w\vw,amerc.:OrlS.C0r11 u lAMES /\. \VURSTE~. I'E, AlA. LS WILLIS R. (O.\J,'lER, I'E I.\MES A ~OV,\C5 GREGORY I.. HH.I!'.EKE. PF. CH!\~LE5 P..UNTI:~~EINER, PF.. PS ~.'\"I)!IL J SM';l. I'E ,\1r\R:LIN r\, KNUWU~~, JR_. PE: U-IAf.\Lb V.I UI{!~,~'.N, CPA IOI-IN ;\_ L-\~I.Il:NiK. p~ KL:N HJ,"-J \rL ~""'1UOI~!: CHi<:ISICWHI:~ r tv'L'~PHY: jJf J Nt'^ I' 1"f.\NI<IRK, LS A. ROY SH URTLEfF, I'E MICH..yEL H. WENNING. PE (UNTO" L. 5P!\R~5, PE GO~DO", L. RICH,\RDSO"" LS D...\VID A DJ\'( PI: ,\"'lICHr\EL It HOOPtNCI\RNER, Alr\ ,~.-1!U-li\l::L ,\'L JUNF::), ;-\1,..\ CYNIHIA I I.on PC ROBfRr f. Hllll f MICH/IFI I. KnmK, PF I'RIT! M FAr,fmHAI.~IA STEVEN R. m~ur--.,s, PE RORCRT E CREVISTON. IR., AlA FIJWAlm I. SWEETL;\,\jIJ, LS rASH L O\NFIELD, PE DONALD G. CORSON, PE ALEN fETtIIIAGI(, PE IAMIf. L. POCZf.K,W. I'L 1.5 M. SEAN r'ORTf.R. PIC WEIlB Bf.~NHARDT, Pf. GRf.GORY I,. SU5f.MIClIf.L, PC MICII.~[L T, LAE, PC JOliN N, 11000, LS I[NNIr[~ M, ALfORD, PF. MIClI,IF.L L. IlISIIOP. LS IJAVID C. G[oRGF., I'E CI~r\IG M. rJr\RKS. PE GERRY S. ,\1.'\NG, em Cl-IRISTINl A. MlAOO~ V/ILLI.AM 5. lYON. PF. KEViN C. Ji\SINSKL PE Ai'lORf.W H. GmDO'vI, I'E, LS I)A,","I. L. WEINHf.IMER, ,W, TIMOTHY I. DICKSON, PE, S[ GflllY P. DOliN, PE IOHN I. TUCKEK, PC RICH[\ft[) ,I. ZIELINSKI. PI:- CI-IAI) S RUNlJLe,I'e ::;HVb\.' C;. HA \lSCUM.- AlA. Pi,UL A JOHNSUN, LPC scon ( NOYl:1( Pl:: BI~AIJ L_ ~OlWJ-1. PI.: UI O'IOOLe. PC IWYM,,' J- ,\'\ULL, LS ~I{At,-n( J. ARANSKY, PI: CRAie \N I-OgCr.Y, PI: WING H. 1.'\1.1, Pe CI,II,ISTOPl-lr,R L. IlETTINC;E~, PE lOSEI'll W. GI~Ii"ST[AD, I~" 1'1: IlRE,\W C SCH,wrr, PE /\I\:i~ER Ln TC)LlJ:.. PI ,1ACHA~Y I. WOlf; PC MICI-1Arl A KCJ..;;I nVv; F'I~ I. SAMLEL SALDG, I'E ,'\NDREVV C COClIRA~'L PC TI(.~CY L, McGILl., 1.5 SHANE E. IJURKHAIIDT, ,~ICI' P.~TRICK K. WOODEN, I'E JOHN D_ ,\:kCRf:CUI( fJf: JCJf-li~ J- C~\11 AC,I-IFR. PF 1v1.~TTI'Ir,W C IJ,~~TLITr, AlA ,~NTI-ION\' IV 11,\L5EY. PE BENJAMIN ,t\. BRI-\LJN; F'E WILLI;,'1 A. BUTZ, I~" I'f. '[S5iC~ 5. IJASTIN, PF. TIMOTIIY I' CONi,RRO[, PE I. PArRICI, DUNC'\N, PF. LUI(!: I. u:tSiNG, /,1..\ LCCD ,yp Ci li~ISTOPH[R [, QUICK, pE ERIC C HORVNI-I, I'E MICH/\EL I. RICHI\I<050N, I'E CHRISTOI'HfR I. SCHULTZ, I'E BRUI.>.-J E. RAi",SDELL fiE u u u c I , U ~ u r LJ i . I U I U I LJ r~EG ISIR-AlION i l.J 1-11 I'JOIA!'.A - OHIO AI - AI{ - AZ - G\ - CO - cr - fL - GA IA - ID - IL - KS - KY - LA- .'~,A -.\1D M[ - ,\11 -lv'l~ - MO - 'vt3 - NC - "'.j[ I'\J]- NM - 100000V - t'-;Y - rA - SC - 5D TN - TX ,- V/\" \Vr\ - \:VI - 'vVV - \~/Y i U OFFICES IMJI.~NN'OLlS. I'J COI.!JMIJl!5, 01-1 sou 1 H H!:NIJ, I"-J IN20050482 AMERICAN CONSULTING~ INC. Architects Coltsflllllllts ElIgilte(m~ J',ROIIT[(:TUR[ DRAINAGE COMPUTATIONS SUMMARY METHODIST MEDICAL PLAZA PARKING LOT EXPANSION Carmel, Indiana Prepared by: American Consulting, Inc. 7260 Shadeland Station Indianapolis, IN 46256-3957 October 3, 2006 Submitted by: Tim King, EI STRUC:TlJIV\L ENVllmNMENTAL TKANSI'OKIAlION PLANNING CIVIL ~ RECElilED OCr ... 3 ''In. " t:.t!i2) !JOCS SURVEYING FORE,'iSIC ENGINEERING I . LJ AMERICAN CONSLI;I'INC. INC. L i U f ~ LJ , ~. LJ L METHODIST MEDICAL PLAZA PARKING LOT EXPANSION DRAINAGE COMPUTATIONS SUMMARY TABLE OF CONTENTS DRAINAGE SUMMARY APPENDIX A: APPENDIX B: , I U APPENDIX C: APPENDIX D: u APPENDIX E: LJ APPENDIX F: I U , U u u u u u r U A ERIAL PHOTOGRAPH FIRM MAP SOILS MAP EXISTING SITE CON DITIONS MAP PROPOSED SITE CONDITIONS MAP STORM SEWER CALCULATIONS lN2.0050482 , u AMERICAN CONSlI1TINC. INC. ( ~ LJ PROPOSED PARKING EXPANSION LJ u Project Description ~: The project is located along Pennsylvania Parkway in Carmel, Indiana. The site is just northeast of an existing parking lot for the adjacent Methodist Medical Building. An aerial photograph of the site is included in Appendix A. No portion of the site lies within the I GO-year flood zone as delineated by the Flood Insurance Rate Maps 18057CG217F, etTective date February 19,2003. A copy of this map is included in Appendix B. ~ Existing Conditions ~ The existing site has a storm sewer pipe that was constructed with the original parking lot and an existing piped legal drain. The majority of the site is wooded, and the remainder is covered in grass. We have included an existing conditions drawing in Appendix D. u Proposed Conditions u The proposed parking expansion will add a number of parking spaces and landscaping islands to the site. The parking lot will connect to the edge of the existing lol and will exit through the same route. No proposed runofhvill be routed into the existing legal drain on the subject site. We will be directing all of the proposed runoff to the existing inlets on the site that were placed with the original project. We have included in Appendix F a copy of the storm sevv'er design table that shows capacities, etc. We have also included in Appendix E a drawing of the proposed conditions. u LJ Conclusion LJ The addition of the proposed parking lot will generate approximately four cfs of additional flmv at the lO-year storm event. Our understanding is this project is located within a master-planned business park, thus additional detention is not required. LJ I I ' U LJ ~ ~ u IN200504R2 u u u u u o u u u u [j u u u u u u u [j AMERICAN CONSULT'INC. I:\IC. APPENDIX A: AERIAL PHOTOGRAPH IN200504lQ 'W1e'iho&stwle@c5rPkrkiflQ Eat EX~n~n-? A-el'i5'pJlfdtcfgrarp='n ICJ I C8iI I~ Road Construction 2006 - - 2006 Paving Projects Roads - Interstate - US Highway - State Road - Major Roads Minor Roads Subdivision Roads New Subdivision Roads Private Road or Drive Parcels: April 2006 Color Ortho Photo 2005 Corporation Boundary Pending Annexation N SCALE 1 : 1,257 !~ /, ..... ..... ..... o -+-----~.~-- 100 200 FEET I 300 ht1p :llgis. ca rme I. in. gOY 1m ap/carmel. mwf Friday, September 29, 2006 9:06 AM 100 u u [J u u u u u u u u u u o o u u u o AMEHICAN CONSUlTING. INC. APPENDIX B: FIRM MAP IN20050482 ---- -- G J .u 2: ) -.j c:l II I ::) I I II I 00 I u w Z 0 N \ P...~e{.-t S, t e. NVIOI~~li\I CJ) t= ~ :::::i -.J <( ~I ~I IT: w f-- <( IT: ~ ill ;:: ;:: z z ~ ::J o 0 010 zlz o 0 ~ - _ IT: 2: <( <( 2 :r ....I ~ I .... '\< I < J j FIRM FLOOD INSURANCE RATE MAP , < , I 1 ,j ,~ i, oi.: CITY OF CARMEL, INDIANA HAMIL TON COUNTY j , , ~ i I j I I l' PANEL 12 OF 14 [SEE MAP INDEX FOR PAGES NOT PRINTEDI i j I i I L ! 1 I ~ I I i J <'. ., COMMUNITY-PANEL NUMBER 180081 0012 C EFFECTIVE DATE: MAY 19, 1981 Federal Emergency Management Agency " .~ ~ T __.. _ - _ __ ~ ~ 't ~ -....-. ,I: , , , 1\ j ~ I , !I ~' u "' ,'I'i, \ 11 :;1' J ~ "I " \1 ~ ~ j ~. I~ :i/ ~, :1 i ~, i'l ~ ~ Ii fJ ~ ~ 11 l (; i \ U AMERICAN CONSUtTINC. INC. U o U U U D U U 11 u u u o u o u o u c APPENDIX C: SOILS MAP IN20050482 c=tr:::JI::J~I:::IC=:E:::i~C::C=CJt::::lC=I:= a=:' c:::: ~ I::: SOIL SURVEY OF HAMILTON COUNTY, INDIANA Methodist Medical Plaza Parking Addition c::: .+. Feet 400 Meters 80 - - o 50 100 200 300 o 20 40 USDA .\ahll...II~"....uutu!l ~ f n1ht'ft;lltiu. "t'nier Web Soil Survey 1.1 National Cooperative Soil Survey . it 9/29/2006 Page I of 3 u u [j I' U U U o u o u u u u u o [J U lJ U AMERICAN CONSlJLTING. INC. 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U [j o u r', U U U o o u o u o u U I 0 Ie u APPENDIX F: STORM SEWER CALCULATIONS lN200S04X2 PROPOSED STORM SEWER SYSTEM STORM SEWER DESIGN TABLE - RATIONAL METHOD LOCATION JOB TITLE JOB NUMBER DATE Methodist Medical Parking Lot Expansion I N2005-0482 10!03/06 MANNINGS n = 0013 10 YEAR STORM RI.M INVERT PIPE PIPE PIPE TRAVEL ELEV. ' ELEV. ELEV. ElEV. U.S. D.S. STR. TO STR. LENGTH c AREA eA CUM. cA Te Tcum i Q DIAMETER SLOPE CAPACITY VELOCITY TIME U.S. , D.S. U.S. D.S. COVER COVER (ft) (acres) (min) (min) (in/hr) (CFS) (inches) (%) (efs) (ftIsec) (min) (ft) , (ft) (ft) (ft) (ft) (ft) 1 2 110 030 0.27 0.08 0.08 10.00 10.00 5.48 0.44 12 0.31 1.98 2.53 0.73 335.00 : 835.50 832.61 832.27 1.22 2.06 2 Existing 94 OJ8 0.25 0.19 0.27 5.00 10.73 5,32 1.44 17 1.53 4.41 5.61 0.28 835.50 ' - 832.27 - 2.06 - IN20050482. CE .2006-9- 28. CAL Storm Sewer .xls, Design .~