HomeMy WebLinkAboutC600 DRAINAGE PLAN131ST STREETE(A)WWWW W W W W W W
W
W
W
W
W
W
WWWWWWWWWWWWW W W W W W W W W EEEEEGGGGGCCCCCCCCCCCCS61°23'48"E 222.18'S28°40'59"W 192.79'S61°19'01"E 307.85'S3
0
°
3
7
'
3
1
"
W
4
1
.
7
1
'S72°09'42"W
123
.18
'S89°03'11"W 423.55'DELTA=10°10'10"R=3036.83'T=270.22'L=539.01'CH BRG=N20°36'00"ECH LEN=538.30'GGGGGGEX. PONDSAN SANSAN EEEEEWW W WWWWWW221222STORM SEWER STRUCTURE DATA TABLESTRUCTURENUMBER100101102525052545255TOP OFCASTING871.75870.06870.87870.20869.98869.65STRUCTURETYPE48" STORM MANHOLE48" STORM MANHOLE5' DIA. FIRST DEFENSEPAVED INLET, BOX STRUCTUREEXISTING AREA INLETEXISTING AREA INLETCASTING TYPER-1772R-1772PER MANUFACTURERR-3405EXISTINGEXISTINGINVERT INV IN (NW)= 864.15 (18" RCP)INV OUT (S)= 864.05 (18" EX. STM) INV IN (NE)= 864.45 (18" RCP)INV OUT (SE)= 864.35 (18" RCP) INV IN (NE)= 864.88 (18" RCP)INV OUT (SW)= 864.88 (18" RCP) INV IN (NE)= 865.05 (18" RCP)INV OUT (SW)= 864.95 (18" RCP) INV IN (SE)= 865.52 (15" EX. STM)INV OUT (SW)= 865.45 (18" RCP)INV OUT (NW)= 865.71 (15" EX. STM)STORM SEWER PIPE DATA TABLEUPSTREAMSTRUCTURE100101102525052505254DOWNSTREAMSTRUCTURE10010110252545255SIZE18"18"18"18"18"15"MATERIALEX. STMRCPRCPRCPRCPEX. STMLENGTH40'42'101'17'96'91'SLOPE0.52%0.48%0.42%0.40%0.42%0.21%109a b c d8
76e f g h 1098765432Part of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana1PREPARED FOR:PROJECT NO.SHEET NO.a b c d 5432e 1f h
SUBMITTAL TO CITY OF CARMEL 03.20.2024 TAS
RESUBMITTAL TO CITY OF CARMEL 05.15.2024 TAS
RESUBMITTAL TO CITY OF CARMEL 06.04.2024 TAS
g
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence.SM
ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
W E I H E
Land Surveying | Civil Engineering
Landscape Architecture06/13/2024PROJECT NO.:REVISIONS AND ISSUES DATE BY
DWG NAME:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:WSNEKnow what'sbelow.before you dig.CallRPLAN CERTIFICATE NOTE:ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORMSEWERS AND ALL OTHER EXISTING CONDITIONS ITEMSWERE PREPARED BY SCHNEIDER CORP., JOB# 11453.001, DATED: 01/11/2019STEVEN SCOTT RUCKER P.E. 11300279APPROVAL PENDINGN
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RESUBMITTAL TO CITY OF CARMEL 06.13.2024 TASDRAINAGE PLAN NOTESHYDRO INTERNATIONAL 5' DIAMETER FIRST DEFENSE, REFER TOSHEET C602.4" SUBSURFACE DRAINS, PERFORATED DUAL WALLED HANCOR HQOR EQUIVALENT.12SIGNPARKING WHEEL STOPACCESSIBLE SPACEDRAINAGE PLAN LEGENDCARMEL REQUIREMENTS1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.2.DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPINGMOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOTPERMITTED WITHIN THE RIGHT-0F-WAY.3.M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. OF ALLSTRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESSTHAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONALFLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS,DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTUREMEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING.4.M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWESTGRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THEFOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE. (INCLUDINGSTRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS,PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW WELL.ORNAMENTAL LIGHTSTREET LIGHTUTILITY POLETRANSFORMERRIGHT OF WAY LINEBOUNDARY LINEFIRE DEPT HOOKUPFIRE HYDRANTWATER METERWATER VALVEGAS METERLIQUID PROPANE GAS TANKMONITORING WELLCURB INLETSQUARE INLETSTORM MANHOLESANITARY SEWER CLEANOUTSANITARY SEWER MANHOLEPARKING LOT LIGHT (1 HEAD)PARKING LOT LIGHT (2 HEAD)ROW RIGHT OF WAYESMTEASEMENTD.&U.E.DRAINAGE AND UTILITY EASEMENTFFE FINISH FLOOR ELEVATIONTCTOP OF CURBGUTGUTTERRCP REINFORCED CONCRETE PIPEPVC POLYVINYL CHLORIDE PIPESSDSUB SURFACE DRAIN PIPESTMSTORMSANSANITARYSTRSTRUCTURECOCLEANOUTUTILITIESABBREVIATIONSOTHERLINE TYPESFLOW LINEINDEX CONTOURINTERMEDIATE CONTOURSANITARY SEWER MAINSTORM SEWER MAINUNDERGROUND GASUNDERGROUND WATERAERIAL ELECTRICUNDERGROUND ELECTRICUNDERGROUND COMMUNICATIONSOVERHEAD UTILITYGGGWWE(A)E(A)EEECCCOHUOHUSANITARY SEWER LATERALSANSANROOF DRAINSTMSTMSUB SURFACE DRAINW220592-C600 drainage plan
C600DRAINAGE PLANW22.0592TAS
W22.0592
03.20.2024
SSR
SSR
COURTYARD BY MARRIOTT
13285 ILLINOIS ST., CARMEL, IN 46032 EXISTING STORMSTRUCTURES-NOTE-ALL ONSITE STORM SEWERS WILL BE PRIVATE.FOR STRUCTURE DETAILS, REFER TO SHEET C602