HomeMy WebLinkAboutC601 FLOOD ROUTING PLANEA
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C601w210436-C602 flood routing planFLOOD ROUTING PLANREVISIONS AND ISSUESPart of SW/4, Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW21.0436PREPARED FOR:SOUTH OF BROUGHTON ST., EAST OF BROAD ST., NORTH OF HORSEFERRY RD., WEST OF BIRD CAGE WALKPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JKDESIGNED BY:DWG NAME:PROJECT NO.:W21.0436DATEBY11.19.2021MLTDATE:RLWKnow what's below.
before you dig.Call
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DB KLAIN CONSTRUCTIONVILLAGE OF WEST CLAY BLOCK "D" PARKING LOTPLANS RESUBMITTED FOR COMMENTS05.12.2022RLWENGINEERS317 | 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.SMW
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RUSSELL L. WEBSTER II, PE No. 11900318RUSSELL L . W EBST
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FESSION A L E N GINEERREG I S T ER
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DIND I A N A
No. PE11900318
STATE OF
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AL PE
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NOT FOR CONSTRUCTIONELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
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 DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
WATER MANHOLE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TOC TOP OF CASTING
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
PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
FLOW LINE
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
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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
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
SUB SURFACE DRAIN
GENERAL GRADING NOTES
1.CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION
PREVENTION PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND
EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO EARTHMOVING
ACTIVITIES.
2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT)
STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND
CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS
ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT.
PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD
SPECIFICATIONS MAY ALSO BE APPLICABLE.
3.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND
FROM WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES.
TOPSOIL SHALL BE STRIPPED TO THE DEPTH AS NOTED IN THE
GEOTECHNICAL REPORT.
4.AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A
MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF
UNSUITABLE MATERIAL. RECOMMENDATIONS FOR DRYING, AMENDING
AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED
PAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT THE TIME OF
CONSTRUCTION BY THE OWNER'S GEOTECHNICAL TESTING
REPRESENTATIVE.
5.TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL
AND/OR PLANTING AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL
SHALL BE REMOVED FROM THE SITE.
6.WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET
WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND
WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO
GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S GEOTECHNICAL
TESTING REPRESENTATIVE FOR RECOMMENDATIONS.
7.FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS,
BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE
FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND
LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO
EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE
CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED
COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS
AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE
MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTING TEST
SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED
COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT
SECTION 211.
8.MAXIMUM LAWN SLOPE IS 3:1.
9.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED
WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION
PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS
CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE
GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS
INFORMATION IS NOT GUARANTEED.
10.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE
MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION
LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION
WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY
OF THE CONTRACTOR.
11.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
12.COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED
AREAS.
13.ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL
ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A
SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED
AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT.
14.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER
OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
15.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE
WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.
16.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR
TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF
EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE
OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL
OR IMPORTING OF EARTH.
17.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER
INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING
CONDITIONS. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL
BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE
OWNER/ DEVELOPER OR ENGINEER.
18.ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN
ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE
DESIGN.
19.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES)
BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM
SEWERS IS 18" OR LESS.
20.ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE
STORM WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN.
21.THIS SITE DOES NOT LIE IN A SPECIAL FLOOD ZONE HAZARD AREA AS
ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY -
NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON
FLOOD INSURANCE RATE MAP #18057C0205 G, DATED 11/19/2014.
BENCHMARK INFORMATION
SITE TBM
NORTHEAST BONNET NUT FIRE HYDRANT LOCATED
IN THE NORTHWEST PARKING LOT ISLAND.
OPPOSITE NORTHEAST CORNER OF NEW MARKET
HG LLC BUILDING.
ELEV.899.605 (NAVD 88)
EMERGENCY FLOOD ROUTE
EMERGENCY SPILLWAY
PATH EXTENDS TO BIRD
CAGE WALK RIGHT-OF-WAY
CLOGGED INLET LIMITS
WITH APPROXIMATE
BREAK-OVER ELEVATION
THE 2013 DRAINAGE REPORT BY
TERRA SITE DEVELOPMENT,
INC., INDICATES THAT THIS IS A
SECONDARY SPILLWAY, BUT WE
DON'T HAVE SURVEY DATA ON
THIS ALLEY TO CONFIRM.