HomeMy WebLinkAboutC4.0 GRADING PLAND D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D D
1-STY BRICK AND FRAME
COMMERCIAL BUILDING
C C C C C C C C
C C C C C C C
CCC
C
6" STORM -PREFERREDLOCATION4" FOODWASTE4" SANWASTEGAS SERVICECT CABSTORM DROP FROM ROOF -PREFERRED LOCATIONTHIS AREA IS FOR MENU BOARDS AND OCB ONLY.NO UNDERGROUND GREASE TRAPS OR ABOVEGROUND ELECTRICAL TRANSFORMERS; SEE SITEPLAN FROM CFS.VERIFY ALL UNDERGROUND WORK THIS AREA w/SIGN CONTRACTOR.FIRE PROTECTION
2" WATER SERVICEFDC
DIRECT CONNECTIONSFOR VENDORSPICKUP WINDOWSANSANSANSANSANSAN
SAN
SAN SANSANSANSANSAN
G G G
GGGGGGGGGGGG
E
E
E
E E
ECCCCC
W WWWWWWWWWWWWFFE = 834.00
STM STM STM
ST
ST
PATIO
ST
W
W WWWWWWWWWWWWSTMSTMSTMFLOOD PLAIN NOTE
THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA
ZONE ESTABLISHED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE
PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE
RATE MAP #18057C0139C DATED NOVEMBER 19, 2014.
IMPERVIOUS AREAS
EXISTING = 0.52 AC (44.8%)
PROPOSED = 0.79 AC (68.3%)
C4.0
EXISTING SPOT ELEVATION
CURB & GUTTER ELEVATION
PAVEMENT SPOT ELEVATION
GROUND SPOT ELEVATION
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
FIRE HYDRANT
POST INDICATOR VALVE
WATER MANHOLE
SPRINKLER
SPIGOT
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
GATE POST
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
HEAVY DUTY ASPHALT
STANDARD DUTY ASPHALT
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TC TOP OF CURB
GUT GUTTER
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
PAVEMENT
GRADING PLAN LEGEND
UTILITIES
ABBREVIATIONS OTHER
LINE TYPES
FLOW LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
UNDERGROUND FIBER OPTICFOFO
EMERGENCY FLOOD ROUTE
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
SUB SURFACE DRAIN
GRADE BREAK LINE
FLOW DIRECTION AND SLOPE
GRADING PLANBENCHMARK DATA
REFER TO SHEET C0 - TITLE SHEET FOR BENCHMARK DATA.
STORM SEWER DATA
REFER TO SHEET C5.0 - UTILITY PLAN FOR DETAILED STORM
STRUCTURE AND PIPE INFORMATION.
ALL PROPOSED STORM SEWERS ARE A PRIVATE STORM
SEWER SYSTEM.REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032Know what's below.
before you dig.Call
R
CULVER'SCARMEL, INW
S
N
E 04.29.2022DEGTAC COMMENT REVISIONS105.13.2022AMQLANDSCAPE COMMENT REVISIONS206.24.2022BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022DEGRELOCATED IRRIGATION VALVE & METER709.29.2022DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022DEGCRE REVIEW COMMENT REVISIONS910.24.2022DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022DEGPONDING LIMITS
EMERGENCY OVERFLOW
DEPTH = 0.50'
ELEVATION = 832.30
DEPTH = 0.22'
ELEVATION = 831.22
UNDERGROUND DETENTION SYSTEM
TOP OF STONE - 830.63
TOP OF CHAMBER - 829.63
BOTTOM OF CHAMBER - 827.10
BOTTOM OF STONE BASE - 826.60
DETENTION VOLUME = 4,670 CUFT
DRAINAGE ANALYSIS
DRAINAGE AREA = 1.16 Ac
ALLOWABLE RELEASE RATES
Q10post ≤ Q2pre = 2.90 cfs
Q100post ≤ Q2pre = 4.35 cfs
PROPOSED DISCHARGE RATES
2-YEAR = 1.74
10-YEAR = 2.88
100-YEAR = 4.33
DETENTION VOLUME
REQUIRED = 5,105
PROVIDED = 5,640
DEPTH = 0.60'
ELEVATION = 832.30
LIMITS OF DISTURBANCE
FLOOD PROTECTION
100-YEAR STAGE ELEVATION = 830.09
EMERGENCY OVERFLOW WEIR = 830.25
MINIMUM LOWEST ADJACENT GRADE
MLAG = 832.25
NEAREST FLOODWAY = CARMEL CREEK
APPROXIMATELY 0.5-MILES OFF-SITE
NEAREST BASE FLOOD ELEVATION = 813
MINIMUM FLOOD PROTECTION
GRADEMFPG = 833.40
CONCRETE PAVEMENT
BUILDING AREA
DEPTH = 0.21'
ELEVATION = 831.10