HomeMy WebLinkAboutDrainage Computations Summary
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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
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TN - TX - VA - WA - WI - WV
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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
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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
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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.
IN2005.071 O.INOl O.RPT.CE.OOOl.RO.doc
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STAGE STORAGE CALCULATIONS
MAPLECREST COMMONS; WEST CARMEL CENTER BLOCK C (LOT 1)
IN2005.0710
DRY DETENTION POND
889.69 0.000 0.000
0.00 0.13 0.000
889.82 0.007 0.000
0.01 0.31 0.002
890.00 0.010 0.002
0.08 1.00 0.076
891.00 0.141 0.078
0.17 1.00 0.172
892.00 0.203 0.250
0.23 1.00 0.229
893.00 0.255 0.479
0.27 0.50 O. 134
893.50 0.281 0.613
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Architects
Consultants
Engineers
AMERICAN
CONSULTING,
INC.
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917
317.547.5580 317.543.0270
c...,....... eCl _ - _......... 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
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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
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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
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