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HomeMy WebLinkAboutDrainage Computations Summary I I I 7260 SHADELAND STATION INDIANAPOLIS, INDIANA 46256-3957 I (31 7) 547-5580 FAX (31 7) 543-0270 www.amercons.com I JAMES A. WURSTER, PE, AlA, LS WILLIS R. CONNER, PE JAMES A. KOVACS GREGORY L. I-IENNEKE. PE CHARLES P. UNTERREINER, PE, PS RANDAL j. SAGE, PE I MARLIN A. KNOWLES, JR., PE CHARLES V. TUREAN, CPA MAX P. NEWKIRK, LS A. ROY SHURTLEFF, PE MICHAEL H. WENNING, PE I CLINTON L. SPAr~KS, PE GORDON L. RICHARDSON, LS DAVID A. DAY, PE MICHAEL R. HOOPINGARNER, AlA MICHAEL M. JONES, AlA CYNTHIA L. FORT, PE ROBERT E. HITTLE I MICHAEL J. KOYAK, PE FRED M. FACKENTHAL, AlA STEVEN R. BRUNS, PE ROBERT E. CREVISTON, JR., /\IA EDWARD j. SWEETLAND. LS CASH E. O\NFIELD, PE I DONALD G. CORSON, PE ALEN FETAHAGIC, PI: JAMIE L. POCZEKAY, PE, LS MICHAEL B. CLINE. PE M. SEAN PORTER, PE WEBB BERNHARDT, PE WILLIAM J. BOUCHER, PE I CHRISTOPHER F. MURPHY, PE GRECORY R. SUSEMICHEL. PE MICHAEL 1. LATZ, PE RUSSELL L. BUECHE, AlA JOHN N. HOOD, LS ANDREW D. RENTSCHLER, PE JENNIFER M. ALFORD, PE I MICHAEL L. BISHOp, LS DAVID C. GEORGE, PE CRAIG M. PARKS, PE GERRY S. MANG, CFEI CHRISTINE A. MEADOR ANDREW D. SNYDER, PE I WILLIAM S. LYON, PE KEVIN G. JASINSKI, PE ANDREW H. GERDOM, PE, LS DANIEL L. WEINHEIMER, AlA TIMOTHY j. DICKSON, PE, SE JOHN A. LASHENIK, PE GARY P. DORN, PE I JOHN j. TUCKER, PE RICHARD j. ZIELINSKI, PE CHAD S. RUNDLE, PE RICHARD M. BICHETTE, PE STEVEN G. HANSCOM, AlA PAUL A. JOHNSON, LPG SCOTT C. NOYER, PE I BRAD L. BOBICH, PE OJ O'TOOLE, PE BRYAN J. MOLL, LS EDWARD L. SPAHR III, PE STEPHEN j. SPITZER, PE FRANK J. ARANSKY, PE CRAIG W. FORGEY, PE I WING H. LAU, PE CHRISTOPHER L. BETTINGER, PE JOSEPH W. GRINSTEAD, JR., PE IERRY D. BARNES, PE JEREMY C. SCHMITT, PE AMBER L. TOLLE, PE I ZACHARY 1. WOLF, PE BENJAMIN P. CROSS, PE MICHAEL A. KOSLOW, PE REGISTRATION INDIANA - OHIO I AL - AR- AZ - CA - CO - CT FL - GA - IA - 10 - IL - KS KY - LA - MA - MD - ME MI - MN - MO - MS - NC NE - Nj - NY - PA - SC - SO TN - TX - VA - WA - WI - WV I OFFICES INDIANAPOLIS, IN COLUMBUS, OH SOUTH BEND, IN 1'12005.071 O.INOl O.RPT.CE.O Ol.RO.doc AMERICAN CONSULTING~ INC. L4rcllitect.ftt C () ns ill tall t." 1~/lf!,.ifleer." Drainage Computations Summary for West Carmel Center Block C, Lot 1- Maplecrest Commons SE Corner of US 421 and 106th Street Carmel, Indiana Prepared For: PR Block C, LLC 8463 Castlewood Drive Indianapolis, IN 46250 Prepared By: American Consulting, Inc. 7260 Shadeland Station Indianapolis, Indiana 46256 Alen Fetahagic, PE Rod Pizarro. EI August 19, 2005 ARCHITECTURE STRUCTURAL CIVIL ENVIRONMENTAL TRANSPORTATION PLANNING SURVEYING FORENSIC ENGINEERING I I I I I I I I I I I I I I I I I I I AMERICAN CONSULTING, INC. DRAINAGE COMPUTATIONS SUMMARY for WEST CARMEL CENTER - BLOCK C (Lot 1) MAPLECREST COMMONS Location: PR Block C, LLC proposes to construct the third of three buildings at West Carmel Center - Block C southeast of the intersection of US 421 and 106th Street in Hamilton County, Indiana. Additional construction includes parking facilities, utilities and storm sewers for Maplecrest Commons. This site lies outside the 1 aD-year floodplain as scaled from the Flood Insurance Rate Map 18057C0205F, effective date February 19, 2003. A copy of this map has been included in Appendix A for your reference. Existing Drainage: The drainage on this site has been masterplanned as part of Block C. The drainage report for Medford Place and Bank One is included in Appendix E and F for your reference. In the existing condition, stormwater runoff flows in the southwesterly direction towards an existing 15" rcp. The runoff is routed through an existing storm sewer system to existing detention ponds located on the Medford Place Site. These have been' sized to contain the 1 aD-year storm for the Bank One and . Medford Place in a fully developed condition. As shown in the overall drainage report, additional detention will be required when the third (Lot 1) site is developed. Proposed Drainage: In the proposed condition, this site. will drain to a storm sewer system that connects to a proposed dry detention pond along the west property lines. The proposed pond has been modified slightly from the initial model (The original model called for underground detention). Therefore, the TR20 model has been revised and is located in Appendix B for your reference. Please see the chart below for discharges and elevations in the modified condition. Storm sewer calculations have been provided for your reference in Appendix C and D. The 100-year.peak stage of the proposed dry detention pond is 893.25 and the 100-year peak discharge is 0.51 cfs. The following table summarizes the final peak discharge rates and peak lOa-Year Stage for the downstream outfall location for Block C at West Carmel Center. PROPOSED CONDITIONS Peak 10- Year Dischar e Peak 100- Year Dischar e Peak 100- Year Sta e MASTERPLAN REPORT 0.96 cfs 3.09 cfs 893.12 MODIFIED 0.80 cfs 3.05 cfs 892.56 Conclusions: No adverse impacts are expected from the construction of the proposed project. 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Can......... tne. PR BLOCK C, llC. 8463 CASTlEWOOD DRIVE INDIANAPOLIS, INDIANA MAPLECREST COMMONS (LOT 1) AT WEST CARMEL CENTER CONSULT ANTS ~ 0' 30' 60' - . ~ I' - RENCH INFORUA nON ACE...IeM..iZ& fLEV - 89B 25 CHISELED 'X' S SIDE CONC LP BASE, S SIDE PEARSON fORD DEALERSHIP, N SIDE 106th STREET. E SIDE ENTRANCE, 400':t WEST OF U.S. 421. ACUaM.J2.O.n fl fV - 897 17 CHISELED "X' SW BOLT FIRE HYDRANT, 55':t W OF ~ COMMERCE DRIVE o!c 500':t S OF( 106th STREET. ~ ELEV - R95 11 CHISELED 'c' W SIDE CONC LP BASE. 1S0':t E Of U.S. 421 .t 7S':t S OF NORTH ~ OF'TARGET EXISTING TOPOGRAPHY LEGEN( .... SIGN 1M) CURB INLET . INLET 0 STAND PIPE 'rI FIRE HYDRANT -ill- TELEPHONE PEDESTAL tXJ WATER VALVE @ SANITARY MANHOLE [I] MAILBOX . POWER POLE l><I VENT e TREE @ DRAINAGE MANHOLE a BEEHIVE INLET . INLET tt SPRINKLER CONTROL' - PINE . POST PROPOSED GRADING LEGENI M.E. MA TCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM Of CURB TC TOP OF CUI ~ CONTOURS TC 000.50 BC 000.00 10OO.OOh.. 1n,,"'~~t5.0\:f I ---~~?~, +0'.90.1,:> ~___.5'.l4---'--' .___l~r_!i.I_~_I~_,!" + 0'J1". SJ' I I I i' ". \:! +<9090,\ "0'.90.9.,> + dl.\b 0... + dl.\b .1.> i .. i I qA 3~:= 0.;36 ~cre + dl.9~?o> i I I i : ) \1 ; ~ I ! i -~-~-----L I / DA 7[ = Ot'33 Acre --------1 I i I : · : J~ ~ t + 6'J'~ oa~J' ;~9? +o'.!>~ I I I I I I + d'.9? J'? + O'.9s -b I ALL WORK TO CONFORM TO STATE AND LOCAL REGULA TI ONS. SITE GRADING SHALL ~ PROCEED UNTIL EROSION CONTROL MEASURES HA VE BEEN INSTALLED. 1. 2. + dl.9.>...O' THE CONTRACTOR SHALL VERifY ALL DIMENSIONS (VERTICAL AND HORIZONTAL IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL fiELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS tROM THE ACTUAL fiELD CONDITIONS, THE CONTRACTOR 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COUPANIES so AS NOT TO CAUSE DAMAGE. THE CONTRACTOR SHALL NOTIfY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERifY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO 4. 5. I CERTFlED BY +0'.1'0 0'.9 08/19/05 PED AF DATE. DRAWN BY, CHECKED BY, TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKfiLLED COMPLETELY WITH SELECT GRANULAR MATERIAL If WITHIN 5 fEET Of PAVEMENT. 5. ---'~~~k:fi -_ /::t~: :i.:1 :' ---t~C;RIC /~ "S7.~~:~r-l! /l\ I DATE, ISSUED FOR, AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS Of ANY POCKETS Of UNSUITABLE MA iERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL Of ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETE~MINED AT THE TIME OF CONSTRUCTION. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER I NSTALLA TION, CONTRACTOR TO TEST fOR, AND CORRECT. IF ANY, 'BIR!) BATH' CONDITIONS. ALL PROPOSED SPOT ELEVA TlONS ARE THE FINA 7. 8. :!~r) ---/.:/ -----J:'} + 0'.90.90 +6'.....6'-> I FINA PAVEMENT AND 9. :::."'":h{, i? :9 ~~f'~ SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVA nONS BELOW F"lNISH GRADE ELEVATIONS INDICA TED. INSTALLATION SHALL CONFORM 10. ALL STORM SEWER MATERIALS AND TO HAMILTON COUNTY STANDARDS. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. DUE TO SITE CONSTRAINTS, THE SITE DOES NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORTS AND/OR EXPORTS. 12. 13. 14. I 15. ~r6Jl~~SF'II~G~OIsLPNCD~~~~~~~~~~[c5gg~~~~~J~~~gr~~ ~RMAP COMMUNITY PANEL NUMBER 18057C0205F FOR THE COUNTY OF HAMIL TON, INDIANA, DA TED FEBRUARY 19, 2003. I I PROJECT .. 1N2005.071O mLE, DRAINAGE EXHIBIT A ACE CA.U..I!.Qti.ll SHOWN ON THIS PLAN ARE BASEO UPON ABOVE GROUND EVIDENCE ( including. but not limited to, monholes, inlets, valves. and marks mode upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES fOR WHICH THERE !S NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCA TlONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800- 382 - 5544 CAll TOll fREE INDIANA UNDERGROUND I I I: 1 ! ~~Q~i )> -U -0 OCDIDUlU).. :D ~g:~~Ci 0 38::Jq-m X "o.m:J >- ..... ~ ;:!!-n ~ ~. 3!lo 8.;ra[~ ZZ>c; ~ 3-,cncm 19~f. tj t:' E: C m w:f~~;;- ~ ~ ~ C Z ~ ~ _ 6 U> i!~(Q.g 3~!~ )> n ~IJ: -0 ~ :z: o s.:;j"'f1 '< z Ci :> 0 en = )> ~m3~Q,. =- r Q.o ~ 0 o Z c:: m ~;~~m li~5' ~ C) ~ = ~ Z r+ a :;j o-g c,,- N o n ~ :~~. "11 en ig.lD~2: 0 co ~ 0 ~ c: " 0 OJ -. 0 :::l~e :D Q ~ m::g~~ i'~~ umli " too-3 q ~ :z: UO )> tr.2 Z::a ~ s: a <11. -11 Z j )> Q. :J ~ ; ..,.. ~n!B m t:1 ~ ~ F'I'1 0 rn ~~~ ~ ~ ~ r- 0 " 3 3 -. CD =1"'1""I (i) > !<;:;:I -a oDlwUlm =~ i~i z := " 8.g:g.~8" c::: -n -" a: gZCT B S ~ I~ 0 ~ == Q m =- rrI g; ~ J~t -i ~ m ~~~1J~ ~~ fj~ PJ -0 > > s: -t c..n III ~ 8"~g~ co~ --.J:z: oft :D en -a 3: g = i~~ ~n I~ z (J)S.CDUI~ rrl 0' z~ :J g .. 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