HomeMy WebLinkAboutCivil Plans 4.8.19 11FOFOCC
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SANSANSAN SANSAN WWWWWWWWWWWWWE E ECCCOHUOHUOHUGGGGGGGGGGGGEEEEEEEEEEEEECCCCCCCCCCCCCESTMSTMSTMSTMSTMSTMSTMSTMSTMS
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SANSANSANSANSANS
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PROPOSED BUILDING
GFA=11,350
FFE=871.20
STM STM
STM
STM STM
SANSANSANW
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
CLEANOUT 1
TOC=871.10
INV=866.70
CLEANOUT 2
TOC=871.10
INV=868.80
INV=864.50
AREA INLET 2
TOC=870.90
INV=868.10
INV=867.50
STORM INV=863.87
SANITARY INV=858.94
STORM INV=866.40
SANITARY INV=864.27
STORM INV=866.33
SANITARY INV=864.28
24" NYOPLAST INLET 1
TOC=868.90
INV=866.10
AREA INLET 3
TOC=870.90
INV=868.65
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2
4
4
5
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5
5
5
122'
60'
56'
3 48'
3 55'
1
DRAINAGE PLAN NOTES
DOWNSPOUT/ROOF DRAIN POINT OF CONNNECTION. COORDINATE WITH ARCHITECTURAL PLANS.
6" HDPE DUAL WALLED HANCOR HQ OR EQUIVALENT ROOF DRAIN @ 1.0% MINIMUM
8" HDPE DUAL WALLED HANCOR HQ OR EQUIVALENT ROOF DRAIN @ 1.0% MINIMUM
10" HDPE DUAL WALLED HANCOR HQ OR EQUIVALENT ROOF DRAIN @ 1.0% MINIMUM
4" SUBSURFACE DRAINS, PERFORATED DUAL WALLED HANCOR HQ OR EQUIVALENT
C600DRAINAGE PLANw180605-C600 drainage plan1
2
3
4
5
ELECTRICAL 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 METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
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
SANITARY STUB MARKER
PARKING LOT LIGHT (1 HEAD)
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
DRAINAGE 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
FLOW DIRECTION AND SLOPE
GENERAL DRAINAGE NOTES
1.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS
AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S.
PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH
CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION
PREVENTION PLAN.
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.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE
UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO
ANY WORK AND SHALL CONTACT THE OWNER AND/OR ENGINEER
SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED
IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE
PLANS.
4.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.
5.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.
6.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND
VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF
ALL UTILITIES.
7.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.
8.ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN
5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
9.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION,
SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES,
PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER
OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION
DOCUMENTS.
10.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN
STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE
SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE
SHALL BE C900 WATER MAIN GRADE PVC.
11.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE
VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE
PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM
SEWERS IS 18" OR LESS.
12.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS
NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
13.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET
WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND
GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS.
14.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES
IN PAVED AREAS.
15.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
16.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM
LINES WITH PLUMBING DRAWINGS.
17.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM
SEWER INSTALLATION.
18.ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE
ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
19.EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED
OUT TO REMOVE ALL SILT AND DEBRIS.
20.ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE
GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
21.ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH
WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND
COVERS.
22.ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM
POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.
23.NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE
TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO
FINAL TURNOVER TO THE OWNER.
24.ALL HDPE PIPE SHALL BE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE
OR APPROVED EQUAL.
25.ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO
END CAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE OF HDPE
MATERIAL COMPARABLE WITH STORAGE PIPES.
26.PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8
AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY
DENSITY.
27.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING
NEW STORM SEWER CONNECTION.
28.THE PROPOSED STORM SEWER ON THIS SITE SHALL BE PRIVATE.
30.REFER TO SHEET C602 FOR STRUCTURE DETAILS REFERENCED ON
THESE PLANS.
D D LIMITS OF DISTURBANCE
CARMEL REQUIREMENTS
1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
2.DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES,
LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR
OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN
THE RIGHT-0F-WAY.
3.M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE
M.F.P.G. OF ALL STRUCTURES FRONTING A POND OR
OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE
ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD
ELEVATIONS, WHICHEVER IS GREATER, FOR ALL
WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS,
AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD
WATERS CAN ENTER A BUILDING.
4.M.L.A.G. = LOWEST ADJACENT GRADE IS THE
ELEVATION OF THE LOWEST GRADE ADJACENT TO A
STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION
AROUND THE OUTSIDE OF THE STRUCTURE.
(INCLUDING STRUCTURAL MEMBERS SUCH AS
BASEMENT WALKOUT, PATIOS, DECKS, PORCHES,
SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW
WELL.
M.F.P.G. = 868.00
M.L.A.G. = 871.10
REVISIONS AND ISSUESPart of SE/4, Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, INW18.0605PREPARED FOR:SOUTHWEST CORNER OF GRAND & MAIN, CARMEL, INPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W18.0605DATEBYSSRDATE:RLWKnow what's below.
before you dig.Call
R APPROVAL PENDINGNOT FOR CONSTRUCTIONSHOPPES ON MAINSUBMITTED FOR TAC REVIEW10.20.2017RLWW
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STEVEN 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.SMPLANS REVISED FOR CARMEL TAC COMMENTS12.08.2017RLWPLANS REVISED FOR REVIEW COMMENTS01.23.2018RLW04.08.2019PLANS REVISED FOR REVIEW COMMENTS02.12.2018RLWPLANS UPDATED FOR STUDIO M ARCHITECTS04.08.2019RLW