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HomeMy WebLinkAboutC300 DEVELOPMENT PLAN10 a MARKET HG LLC 8 7 6 4 II UTILITY PLAN NOTES SANITARY SEWER NOTES II®$ COORDINATE CONNECTION TO EXISTING S' SANITARY SEWER MAIN. COORDINATE CONNECTION WITH MEP. PROVIDE II CLEANOUTS AS REQUIROISHOWN. VERIFY INVERTS ON EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST AS REQUIRED. ®S PROPOSED SANITARY LAERAL CLEANOUT TYPE I WITHIN 3' OF DUMPSIER PAD 11 BUILDING. WATER SERVICE NOTES: C ©jCOORDINATE CONNECTON OF t' DOMESTIC SERVICE LINE WITH a PLUMBING DRAWINGS. PROPOSED 4' WAER VALVE FLUSH WITH PAVEMENT. ROP08ED 10 C SERVICE ETER LOCCATON WITH WA EB CMPANY.LCONFIRM SIZE AND6LOCATON 9 a II WITH M E P. ADJUSTAS REQUIRED. VWC-401 BR � IITRICO ILL \ // ©q WATERCONNECTd' IREMEN NE TO EXISTING IT MAIN PER CARMEL TC=697.69 \I\\\� WATER REQUIREMENTS SANITARY MANHOLE \ \ INV(N)=890.80 II / ©5 VALVE ON DOMESTIC WATER LINE \\ INV(E)=890.49� - ® COORDINATE CONNECTION OF 4' FIRE LINE WITH SPRINKLER 80 11 DRAWINGS. ° �\ \ EXISTING fi' PVC LATERAL ]'1± STORM INLET © POST INDICATOR VALVE \ RIM=896.54--------_ WALL MOUNTED FIRE DEPARTMENT CONNECTION WITH TWO (2) / - B IN E -89227 21Y2'CENNECTIENS WITH TWO KNOX PLUGS FDC CAPS. X ' \ INV-890.9± \ -RCP \ 89].52 TC gg6,gq CIR ELECTRIC NOTES: /aJ��G, SE�CE DROP LOCATION TO TDINATE AND CONNECT IRANSFORMER.LDING R000RDINAICAL LINE TEOM B96bB 6UT F CONNECTION WITH POWER COMPANY AND ELECTRICAL �� G/z O/"Y c/ CQ BIG S N BRANCH OF DOMESTIC WATER UNE BEFORE P.I.V. VALVE AND METER ON DOMESTIC UNE TO 4 COORDINATED BOTH LLOCAL WATER COMPMT. SEE MEP AND SPRINKLER PLANS FOR WATER SIZES AND LUGHONS TO ENTER BUILDING. / SPRINKLER PLANS MUST BE SUBMITTED TO CAMEL FIRE DEPAR111ENT FOR REVIEW. dd a `INV(NE)-896.49-12' OP • INV(NW)=B80.46-fY RCP \ Sic _ GUT a I\ / a RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes WT, City Ed Camped �VT�]t�D*VAWML ,. DATE: \ 02/2819 9 Ell a DRAWINGS. ADJUST AS REQUIRED. \ J O CONTRACTOR TO COORDINATE ELECTRIC SERVICE CONNECTION a - TO APPROPRIATE TRANSFORMER LOCATION. COORDINATE WITH / INV=893.9± I UTILITY PROVIDER FANEW TRANSFORMER IGNE LOC I \ OWNER SHOULD BE INVOLVED IN DETERMINING NEW LOCATION. TC=898.2± r 1 6� INV=894.2±� ° L I MUM INI ATIFTNNT3TFS d Y kt6X BUILDING 17 GFA = 2300 S.F. FIFE = 898.70 LOCAL ELEV=896.80 (CLOSESTINLET Ma / CASTING) / POND #8 100-YR ELEV=889.25 / M.F.P.G.=891.25 M.L.A.G.=898.55 n(1T[E���/ 8 M / I I I L EXISTING BUILDING 16 80.62 898.12 Ni r 897.62 STEP DETAIL I �� NE 89].8± d d T aT I- T-r I I 4 .I1I 1I�/ 0 COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE UNE(S)TOCENNECTIONPOINTASSHOWN. ADJUSTAS REQUIRED. WCCONDUITTOBE INSTALLEDWITH DOLL STRINGS. CONTRACTOR TO PROVIDE WITH COORDINATION WITH MEP AND OWNER CARMEL REQUIREMENTS 1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUTAN 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-OF-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. d. 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. BENCHMARK INFORMATION w � WA d ORIGINATING BENCHMARK d DEPARTMENT OF NATURAL RESOURCES STANDARD DISK STAMPED 'LEE 2 AZ' FT IN CENCRETE LOCATED LB THE SOUTHEAST CORNER OF THE INTERSECTION OF SHELBDRNE ROAD AND ORNE STREET, AN F20. EMTOFTHECENTERLINE - OF SHELBDRNE ROAD AND 20.3 FEET SOUTH OF THE CENTERLINE OF 131ST STREET ELEVATION: 917.52 MAND 1988 FLOOD NOTE: THIS SITE DOES NOT LIE IN A SPECIAL FLOOD ZONE HAZARD HORSEFERRY ROAD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY- NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD - - INSURANCE RATE MAP #18057CO205 G, DATED 1111312014. 6 5 4 3 2 GENERAL GRADING NOTES GENERAL UTILITY NOTES p 1. CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION 1. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE 00 PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO M t<1 b MEASURES TO BE INSTALLED PRIOR TO EARTIMMING ACTIVITIES. KANDSHALL CONTACT OWNICT C SMY HOULD IN WITH THE SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE °H n 2. REFER TO THE INDIANA DEPARTM ENT OF TRANSPORTATION ONDOT) ROPOSEDIMPROVEMENTS. ITSHALLBETHERESPONSIBILITYOF > F ¢ STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH m o x+ CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE 09 TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE PLAN$. y ,C CI y ui NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY SD V In ALSO BE APPLICABLE. 2. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES 0 " AO C) LJ LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO 3. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, q ED m N M 3 WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY z' m'_ T SHALL BE STRIPPED TO THE DEPTH AS NOTED IN THE GEOECHNICAL REPORT OBSERVATION OF ABOVE GOUND CONDITIONS BY THE 'O m u i SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT a L I"O Z j 4. AFTEROIL, R STRIPPING TOPS POFR OOLL AREAS TO BE FILLED WITH A MEDIUM GUARANTEED. 0 p G 3 a WEIGHT ROLLER TO DETERMINE LOCATIONS OF MY POCKETS OF UNSUITABLE rm AS M MATERIAL. RECOMMENDATIONS FOR DRYING, AMENDING ANDIOR REMOVAL 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COPPANIES TO OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED ANDIOR LOCATE MANS, CONDUITS, SERVICE LINES, ETC. WITHIN THE BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF THE OWNERS GEOTECHNICAL TESTING REPRESENTATIVE. UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY 5. TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE ANDIOR PLANTING AREAS TO A MINIMUM DEPTH OF 6'. EXCESS TOPSOIL CONTRACTOR. SHALL BE REMOVED FONT THE SITE. CIS Coe 4. THE CONTRACTOR SHALL CONFACTALL APPLICABLE UTILITIES 'p 6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE N WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND INSTALLATION OF ALL UTILITIES. C j WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TOGEOLIFEC WS NSULT WITH OWNERS GEOTECHNIUL 5. ON SITE TO BE PERFORMED IN ESTINGHRE REPRESENTATIVE FOR RECOMMENDATIONS. CCOLMPLIIAN EUCTION WITH O.S HAI STANDARDS OR WORKER SAFETY. I -' �+ W e T. SHALLCONSIST FILL MATERIALBORROW FRMCLLBEFRE fi. PART RUNNING SANITARY OR STORMVEMENT SEWERBE > L UQ APPTOVEARTH SOURCES. EAED BORROW PITSOROTHERAPPOVED SOURCES. EARTH SHALL BE FREE FROM SAC ONOERORWITHIN5'OFPAVEMENTTO BE BAGKFILLEDWITH UNDER WI Z ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE RAN LAPS MATERIAL. G U F-' m 0) ROCKS. FILL MATERIAL SHALL BE PLACED EXCEED SIX C Ll s ISLAVERSNOTTO INCHES FOLLOWING PROPER MOISTURE OF 7. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION. I --I - ID T LWILL BESPECIFIED TIOND DENSITY. MATERIAL SUCH TO ACHIEVE COMPACTION MATERIALTH SIMFEMMENTS,ND EXISTING UTILITIES, PIPES, TF� U Z W FILLBENEATHPAVED AREAS, FLOOR FUTURE BUILDENSITV.ALL STIM BE PAVEMENTS, ETC. NOTURES, ETC. NES ELATETOTHEIRWORK.F TM LJ -p TOATLAST 95 OFTHELABSANDFUTURESITYERDINGS COMPACTED THE SINTIFY OF DISCREPANCIES CONFLICT PNDIOR DISCREPANGESINTHE T ON EACH LIFT. BE RUN ON EACH LIFT,L FILL COMPACTING TEST FILL FIEAND CONSTRUCTIENGINEER CONSTRUCTION DOCUMENTS. ON DOCUMENT MEE H/ C" Cm y THE REQUIRED COMPACTION SECTIONS, REQUIRED COMPACTION ON EACH LIFT SHALL BE IN I-'-' J ACCORDANCE WITH ACCORDANCE WITH INDOT SECTION 211. 8. MAINTAIN IO'HORIZONTAL VERTICAL EARANCE ' °1 ITARY SIS- EWER SYSTEMS BETWEENSTORMLINE SEWNITARY EWER W J 8. MAXIMUM LAWN SLOPE IS 3:1. SERVICE. SANITARY LINE LINE IN DROXIMI PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE YOF ATE LINES. OVATE 9. THE PLANS SHOW THELOCATIONUTILITIES WITHIN CATEDPROVIDED PJC. TOKNOWN THE LIMITS OF CONSTRUCTION ACCORDING FORMAION BY ACCORDING RAINS - THE PREVIOUS CONSTRUCTION PLY AN OR TO THE AS 9. CONVERTICAL IDENCDBYOSERVATIONOF ABOVE GROUND CONDITIONS THE SBANTE SEPARINSTALLCONCRRECRADLEHE EXTERIOR OM EXTERIOR OF ATION SMEASEWE 9 SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOTGUARANEED. SURVE)ER. THEAERVATIONOFABOVEGROU ION IS NOT THE PIPES) BETWEENWATER SEWERS, WATER MAINS AND S, OR LESS. STORMSEWERS IS 18`ORLESS. STORM SEMR IS Bim3 10. THEMWN CTORSHALLMWACTALLUTILIT MMPANIESTOLO TE zo £ rc ..3 5 mE E MAINS,CONDUITS,SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. 10. IF MY EXISTING STRUCTURES TO REMAIN ARARE DURING G3 a n zS - THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH TO REPAIR ANDIOR REPLACE THE EXISTING STRUCTURE AS o'a z �i o APPLICABLEUTILITYOMPANY)IS THE EXPRESSED RESPONSIBILITY OF THE NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. CONTRACTOR. 11. WHEN PERFORMING WET p tt ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. PROVIDEADEQUATE DEWATINGPERIOW'OF AND TEWATERIOL mpE GROUNDWEATHER,WATER ANAGEMENT MOISTURE GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 12, COMPACTED BORROW BACK FILL REQD.OVER ALL UTILITIES IN PAVED R R R = AREAS. AREAS. 12. COMPACTEDBACK FILL REQUIRED OVER ALL ° S' INP PAVED UTILITIES IN PAVED AREAS. p V 6 13. ALL AT SHALL CONTRACTORASSURALL R CUT PAVEMMEET DJUST MOTOS NT AS NEC AMJUSTANDANCUNTNIIJEXISTING PAVEMENTASNOINTSS VTOABBOVID 13. ALL UTLITANDSHSTRUCTURES IE PAVED AREAS TH AT SMOSITIONAAEAS RINGSHALL RI G NDCOVLUSH PAVEMENTAND SHALL HAVE TRAFFIC BEARING RING AND COVERS. BETOUSGRADE.BUT AND PAEPOVIDED TRANSITIONAL AREAS BETWEEN PROPOSED PND EXISTING PAVEMENT. a 14. PROVIDETHRUSTBLOCKS FOR ALL WATER LINE BENDS AND TEES, r td. PART OFSANITARYAVEMENT OR TRENCHES UNDER OR TAP C INCLUDING TAP CONNECTION. o ANULARRUNNING BACKEWER WIT BESTORM WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 15. WATER CMPANYFOR CONTRACTORAND 15. ALL CONSTRUCTION IN COMPLIANCE WITH FIRLERVICENAEWITH DOMESTIC AND ECT TO DOMESTIC RDSFOR ORKE SAFEPERFORMEO O.S.H.A. STANDARDS FOR WORKER SAFETY. COORDINATE WITH PLUMBING DRAWINGS AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. 16. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO 16. COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS LINES WITH LOCAL UTILITIES. x p ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING 17. COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC uao OF EARTH. SERVICE, LIGHT POLES, COMMUNICATION SERVICE AND 2 ¢ ¢ STEM. IRRIGATION SYCOMMUNICATIONpq 17. PROVIDE POSITIVE DRAINAGE WITHOUT PENDING IN ALL AREAS AFTER a a INSTALLATION. MWMCTORTOTESTFORANDMRRECTANYPONDING 18. COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION S w o CONDITIONS. ANYAREASTHATHOLD WATER MORE THAN 1l8'DEEP SHALL BE AND INSTALLATION OF SERVICE LINE AND METER WITH GAS O Ij a CUTOUT AND CORRECTED TO POSITIVE AT NO COST TO THE COMPANY.. �m -H x OWNEW DEVELOPER OR ENGINEER. 19. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM 18. ADA ACCESSIBLE PARKING SPACES, RAMPS, AND DUES SHALL BE IN LINES WITH PLUMBING DRAWINGS. ACCORDANCE WITH THE LAEST ADA STANDARDS FOR ACCESSIBLE DESIGN. °O1K!SNI ITH7' 20. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO N ' „'''�'i 19, VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50'. SHALL BE USED WHERE COMESTICIFIRE LINE INSTALLATION AND STORM SEWER I ��`"JfS'YF P s POSSIBLE BETWEEN VERTICAL CHANGES IN DIRECTION( ) SLOPE TO ALLOW SANITARY SEWER INSTALLATION. •QS' FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS. - NO, y �_ 21. SANITARY SEWER LATERAL, WATER SERVICE,B I10200392 - 20. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL ELECTRICAL'CMMUNICAEON CONDUITS SHALL BE GRANULAR SEPARATION ASMEASURED FROM THE EXTERIOR OF THE PIPES BETWEEN ( ) SACKFUL FOR RUN. %.e".2z STATE OF ACV SANITARY SEWER FACILITIES WATER MAIN AND STORM SEWERS IS IS -OR � � LESS. 22. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR `02jSIS]ONyAnLItH�o°s SHALL BE ADJUSTED TO NEW FINISH GRADE ZONALSON 21. ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM ELE ATIONS.VALVES WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN. I L I 2J 2W 2019 23. OWNER/CONTRACTOR TO ACQUIRE ALL NECESSARY EASEMENTS FOR UTILITY SERVICES. J NFS IC SHMNFM1IA]CF. 103061T_ 24. CONTRACTOR TOINTO NG POUTSEAGEREPORT SYSTEMCONNECTHE DRAINAGEPORTHE THE AREA RAT E FOR THIS AREA SHORM FOR THIS ULD BE CONSULTED VERIFY T LNG CONNECTING SHOULD BE CONSULTED TO VERIFY CONNECTING INTO SULTED APPROPRIATE STORM SEWER SYSTEMS PER ORIGINAL DESIGN ANDWATERSHEDS. PLAN LEGEND UTILITIES ff FIRE DEBT HOOKUP COMMUNICATIONS JUNCTION br FIRE HYDRANT © COMMUNICATIONS MANHOLE LJ POST INDICATOR VALVE © COMMUNICATIONS PEDESTAL WATER MANHOLE ® COMMUNICATIONS RISER WATER METER W TRAFFIC SIGNAL POLE ®Q WATERVALVE W TRAFFIC SIGNAL ®a GAS METER STORM CLEANODT GAS VALVE • BEEHIVE INLET © ELECTRIC MANHOLE 9 CURB INLET © ELECTRIC OUTLET • FLOOR DRAIN © ELECTRIC METER 0ROUND INLET ® ELECTRICAL RISER O SQUARE INLET ® TRANSFORMER ® STORM MANHOLE GUYANCHOR B DOWNSPOUT ELECTRIC JUNCTION BOX *w SANITARY SEWER CLEANOUT m GENERATOR @ SANITARY SEWER MANHOLE 9 U11UTYPOLE pt SANITARY STUB MARKER UTILITY POLE WI TRANSFORMER OTHER ORNAMENTAL LIGHT a SIGN STREETLIGHT QLL BOLLARD ABBREVIATIONS PARKING WHEEL STOP yy� P ACCESSIBLE SPACE ROW RIGHTOFWAY ESMT EASEMENT DAILLE. DRAINAGE AND UTILITY EASEMENT FEE FINISH FLOOR ELEVATION TOO TOP OF CASTING CMP CONFISCATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HOPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IONPIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STIR STRUCTURE CA CLEANOUT 3 LINE TYPES AN-FBAu SANITARY SEWER LATERAL SANITARY SEWER MAIN �u Ex FORCE MAIN -W-W- UNDERGROUND WATER -EIAI--E(N AERIAL ELECTRIC -------rt F F- UNDERGROUND ELECTRIC U nI Hl OVERHEAD UTILITY I--IlI UNDERGROUND COMMUNICATIONS Lam, E� (N (A) AERIALCMMUNICATONS III UNDERGROUND FIBER OPTIC C) 1--I �FWAR�EWAI AERIAL FIBER OPTIC CABLE UNDERGROUND GAS iAl Q STORM SEWER MAIN I --I Z ;ne .ne ROOF DRAIN rr ,, V Q - - - - - - - - - - - - - - SUB SURFACE DRAIN K+'1 Z ••• ••• ••• FLOW LINE 7) GUT - - - RIGHT OF WAY LINE Z W K x x x FENCE O U J I GUARD HAL - a i BOUNDARY LINE W N E-' x W I N • ^ Z i w �'� W L ` L ✓ ' W E LOT A , Q Knowwhat's below. Call before you dig. SHEET NO. S N m;n Indiana 811 or 80000-Coll 44 C 3 0 0 SCALE: 1 •' = 10' as "°'"' ° °°'+' °"' ° w.rx. PER II STATE LAW IC a-1-26. IT Is ATEi THE LAW To EXCAVATE WITHOUT LOOMING THE ONOERGRWND PROJECT NO. 0 5 10 20 `DALDBEFOREICOMENCINGWO W16.0606 1