HomeMy WebLinkAboutC600 DRAINAGE PLANE
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PROPOSED BUILDING
20,121SF± PER FLOOR
F.F.E. = 829.85CSTMSTMSTMSTMSTMSTMSTM
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DETENTION, AND ACCESS
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330' OF DURASLOT
SLOTTED DRAIN RATED
FOR LIGHT PASSENGER
VEHICLE TRAFFIC
381' OF 10" HDPE
ROOF DRAIN @ 0.5%
CLEANOUT
TOC=829.50
INV=828.00
CLEANOUT
TOC=828.80
INV=826.42
CLEANOUT
TOC=828.50
YARD INLET
TOC=827.50
(6")INV=826.60
RIP RAP REVETMENT PAD
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DRAINAGE PLAN NOTES
DOWNSPOUTS TO CONNECT TO PROPOSED ROOF DRAIN. COORDINATE
WITH ARCHITECTURAL PLANS.
330' OF 10" DURASLOT SLOTTED DRAIN RATED FOR LIGHT PASSENGER
VEHICLE TRAFFIC. REFER TO DETAILS ON SHEET C602.
CONNECT TRENCH DRAIN TO PROPOSED STRUCTURE
WATER QUALITY UNIT
CONTROL STRUCTURE
DIVERSION STRUCTURE
12' WIDE EMERGENCY OVERFLOW.
INSTALL NEW BEEHIVE STRUCTURE. CONNECT TO EXISTING 15" PIPE
AND EXTEND NEW 15" PIPE WEST TO NEW STRUCTURE WEST OF THE
PROPOSED SIDEWALK.
RECONNECT 6" OUTLET FROM THE DRAIN TO STRUCTURE 304.
NATIVE PLANTINGS WITHIN BASIN. REFER TO SPECS ON SHEET C601.
SIGN FOR NATIVE PLANTINGS. DETAIL ON SHEET C601.
CONNECT STRUCTURE 900 TO EXISTING 15" PIPE
STONE LEVEL SPREADER WITH UNDER DRAIN. REFER TO DETAIL ON
SHEET C601
C600DRAINAGE PLANW190582-C600 drainage plan1
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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
CHILLED WATER MANHOLE
WATER MANHOLE
SPRINKLER CONTROL BOX
SPRINKLER CONTROL VALVE
SPRINKLER
SPIGOT
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
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
SEPTIC TANK
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (3 HEAD)
PARKING LOT LIGHT (2 HEAD)
DISTRIBUTION BOX
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
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
NATIVE PLANTINGS AREA
AREAS
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.
29.CONTRACTOR TO CONNECT BACK ANY FIELD TILES FOUND DURING
EXCAVATION AND MAINTAIN POSITIVE DRAINAGE.REVISIONS AND ISSUESPart of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR:147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATEBY08.17.2020SSRDATE:RLWKnow what's below.
before you dig.Call
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EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW01.13.2020BJSISSUED FOR TAC REVISIONS05.12.2020BJSW
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E ENGINEERS317 | 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.SMSTEVEN SCOTT RUCKER, PE No. 11300279
08/17/2020TAC REVISIONS03.30.2020BJSISSUED FOR TAC REVISIONS06.08.2020ISSUED FOR TAC REVISIONS07.16.2020BJSWALL GRADING CLARIFICATION07.23.2020BJS100% BID AND PERMIT PLANS08.17.2020BJSCARMEL 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.
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