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HomeMy WebLinkAboutCivil Plans 4.8.19 1410 IS BEEHIVE INLET RIM-869.66 al W 72"RCP=866.16 �- - TOC=870A0 INV=867.14(S) I© �dI1 I STM STR 1104 I I NEENAH R-3405_ TOC=870.30 I ANV-866.55(111)� I INV=866.45(S) fie of 12• RCP 0 Mtt� 1 J__4 F_ I� IL I Sum STIR i103 IY NEEHAH R-3405 TOC=869.50 I1.921 ANY-865.82(9E) -83• of 12' RCAO 0.90011" CURB INLET - TC=869.23 GUT=868.78 I RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City\ of Caml��e��l �VT�V1�0*tiYWML DATE: \\ 06/17/19 9 1 8 1 7 CURB INLET TC=870.69 GU T=870.14 N 12"RCP=866.59 - - - ic/ \ 6 4 G CURB INLET TC=869, 50 i i O i GUT=869.00 NE 12'•RCP=865.85 CURB INLET \ \ \ TC=868.42 GUT=867.88 W _ G- E 12"RCP=86427 ® - �u NDING ELVATION8.60 PROPOSED ROPOSED BUILDING \T\_I\_{/I__'•, _�� -'�) I III�IIJ I 0IIl/ � WI �Il'�IIl� nII/7 GFA=11,350 FFE=871.20 6805 M._8.0 V,G �I l � � 4, �OLE �e7o SIM SIR NEDIMI R-3465 \\ IINV-865.261 SE 12 40-OP-861 ]4 \�\\ INN-865.06(E) 0 9 7 10U SIM STR 1101 NEENAN R-3405_ TOC=868.80 IN✓=864.22(W) IW=863.97(NE) ------------ CURB INLET TC=868.31 GUT=867.88 INV=863.10 6 NEW 11 NV=863J5 SUMP=861.30 CURB INLET TC=867.40 GUT=866.92 E 12"RCP=863.50 5 15"RCP=863.50 CURB INLET I'll GUT-86 9 CUT=866.94 /III III I W 12•RCP=86357 RowII� I TIN I I I £, \ IL��113�1 ST MM MANHOLE BRIM-8633 ANV=863.33 � y STIR SIR #too 'NEEM41 R-4342 T0C=868.1 INV=863.WSW) s INV=863.54(E) of 18• RCP 0 01 IGIN //IN � L �11 D1 11 VA/ p/L 2"KF _ III III III II II II 5 4 3 2 1 n A n A GENERAL DRAINAGE NOTES 11 CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE o VERTICAL(AS OF TIONSANITARY Oc x El 1. THECONTEDIN SHALL ALL TERMS AND STRIOR SEWERS WATEFROMR BETWEEN MESAHE ORM PIPES)BEIWEEN$ANITARY SEWERS, WATER MAIN$ANDSTORM 3RE z GENERALCONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERALNP.O E.3. SEWERS 15 RD OR LESS. P - PERMIT FOR STORMWATERDISCHARGE ASSOCIATED WITH N O CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION 12 IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING '� C PREVENTION PLAN. CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY `C D q TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS 2. REFER TO WE INDIANA DEPARTMENT OF TRANSPORTATION(INDOT) NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. v F STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS EZ �pTIP RD y VT AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR 13. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET Q •^ bNO0 k VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE WEATHER, PROVIDE ADEQUATE OEWATERING, DRAINAGE AND U- • ❑ REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER GROUNDWATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. �' y '�^. (J mIn 3 SECTIONS OF THE INGOT STANDARD SPECIFICATIONS MAY ALSO BE Z m C 1 V VV APPLICABLE. 14. COMPACTED-5" BORROW BACK FILL REQUIRED OVERALL UTILITIES cG TR aG IN PAVED AREAS. C �N Q 3. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE _ O m 1^ GD `I UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO 15. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH O z •- mMm 2 ANY WORK AND SHALL CONTACT THE OWNER AND/OR FR INEER PAVEMENT AMID SHALL HAVE TRAFFIC BEARING RING AND COVERS. SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE 16. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH LINES WITH PLUMBING DRAW/ NGS. CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER INSTALLATION. d. THE L CE IN THESHOW THELI UST RUCTION ACCORDING TO INFORMATION ITS OF CONSTRUCTION 18. ALL MANHOLE GRATES SHALL BE W C ' IONSTRUOTIONAOOCOMPANIES, I SN PREVIOUS ARIOUS PREVIOUS PROM D BY THE VARIOUS GRATCH EELEVAIN ADJUSTED TO NEW FINISH GRADE ELEVATIONS. DJUST DT NEW � HB (U CONSTRUCTION BY7HEOF CONSTRUCTION AND AS EVIDENCED OBSERVATION PLANS ENCED BY ABOVE GROUND CONDITIONS BYTHESURV THEACCURACY 19. PIPES LIMITS ARE TO BE CLEANED � 'p� GUARASURVEYOR. OF THIS INFORMATION I3 NOT GUARANTEED. OUTEXISTING REMOVE ALL SILT AND DEBRIS. OUT TO REMOVE ALL SILT AND DEBRIS 5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO 20. w T� W > U LONSTRUCTIO CONDUITS ESETC.TECTION THE ION AT STRUCTURE GROUTEDTO ASSURE CONNECTION AT BTRUCTUREIS WATERTIGHT. GROUTED TO CONNECTION TRUCTURE IS WATERTIGHT. rTl CONSTRUHE LOCATION F CTION UCTU ES, THE LOCATION AND MAINTENANCE DURING UTILITYUCTION(IN W F-7 U Q 21. AREAS ETANDWER FI COOPERATION WITANDLICABLNATILITY APPLICABLE UTILITY CONSTRUCTS W17HALL PAVEMENTIN AFLUSH AND SHALL HAVE TRAFFIC BEARING RING AND SHALL HABI TRAFFIC d a THE EXPRESSED RESPONSIBILITY COMPANY)ISTHE EXPRESSED RESPONSIBILITY OF THE COVERS. COVERS CONTRACTOR. N OR 22. ALL HALL E ATO SM 6. THE CONTRACTORSHALLALL AND RTHUNIFORM POURED MORTAR CHANNEL FRES OM POURED MORTAR CHANNEL FROM INVERT IN TOINVERT OAR. INVERT IN 3 WITH THE INSTALLATION ALL FEES ASSOCIATED WITH THE INSTALLATION OF MY FEES ��� N ALLVERIFY ALL UTILITIES. UTILITIES 23. NEW PIPES AND STRUCTURE$WITHIN CONSTRUCTION LIMITS ARE H -O J� RD TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO TO TO 7. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN F INAL TURNOVER TO THE OWNER. W h COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 24, ALL HDPE PIPE SHALL BE DUAL WALLED, RANCOR No. ADS N-12 PIPE R ANY PART O F STORM SEWER TRENCHES RUN KING UNDER OR WITH IN OR APPROVED EQUAL. 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 25. ALL FITTINGS AND ACCESSORI ES INCLUDING BUT NOT LIMBED TO 9. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION. END CAPS C REDUCERS. ETC, SHALL BE OF HOPE m SIZE UTILITIES,K. ENGINEE COMPARABLE MATERIAL COMPgRABLEWITH STOMGE PIPES. _ RELATEDNOTIFY ER LATETO ARMORDISREPANITHEIR WORK.E OF ANY CONFLICT CONSRUC71 OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION 26. PROVIDE BACKFILL WITH MINIMUM OF4'BEDDING MATERIAL OF #8 =N $ DOCUMENT$. AGGREGATE COMPACTED IN ED LIFTS TO 96%MAXIMUM DRY m So ¢ s¢ DENSITY_ 10. MAINTMN10 HORIZOWALAND18 VERTICAL CLEARANCE BETWEEN E STORM SANITARY SEWER SYSTEMS AND DOMESTICT IRE LINE 27. RM VERIFY EXISTING STOW INVERT ELEVATIONS PRIOR TO STARTING 63;333 G C G = G SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATERLINE NEW STORM SEWER CONNECTION. SHALL BE C900 WATER MAI N GRADE PVC. ayw �� 28. THE PROPOSED STORM SEWER ON THIS SITE SHALL BE PRIVATE. IE CARMEL REQUIREMENTS " R $ IS V 2 o T 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 WIITINTHE RIGHT-0E-WAY. x 3 MFP.G.=MINIMUMFLOODPROTECTIONGRADEMFPG. OF ALL STRUCTURES FRONTING APONOOROPENDITCHSHALLBENOLESSTAN2FEET Ulil ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, Oww zz CC WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. '� ¢ d_ ISLAG.=LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION V V E AROUND THE OUTSIDE OF-RESTRUCTURE.(INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT. PATIOS, DECKS, PORCHES, SUPPORT�i POST, OR PIERS. AND RIM OF THE WINDOW WELL. DRAINAGE PLAN LEGEND or J UTILITIES LINE TYPES.A?/-9UNP V FIRE DEBT HOOKUP R1 T1 COMMUNICATIONS JUNCTION BOX RIGHT OF WAY LINE //llllllllllll\110 FIRE HYDRANT © COMMUNICATIONS MANHOLE FENCE �� qV LJ POST INDICATOR VALVE IN COMMUNICATIONS PEDESTAL ' • • • T GUARD PAIL O WATER METER ® COMMUNICATIONS RISER BOUNDARY LINE SICJGN Sl61T 1¢CKlN I'.G.IIiW. WATER VALVE TRAFFIC SIGNAL POLE �... -> ••• � ••• -FLOW LINE GAS METER 0 TRAFFICSIGNAL $00 INDEX CONTOUR kFl GAS VALVE Os• STORM CLEANOUT 501 INTERMEDIATE GONDOLA ELECTRIC MANHOLE ® BEER NE INLET c a a UNDER6ROUN0 DA5 ® ELECTRIC OUTLET B CURB INLET w w UNDERGRCVNDWATER EIECTRICMETER fa FLOOR DRAIN _QAF­E(i AERIAL ELECTRIC ® ELECTRICAL RISER (D ROUND INLET E E E UNDERGROUNDELECTRIC lB TRANSFORMER ® SQUARE INLET c c UNCERGROUND COMMUNICATIONS T/ GUY ANCHOR STORM MANHOLE MM EXU AERIAL COMMUNICATIONS ELECTRIC JUN DID ON BOX ® DOWNSPOUT Fp FO UNDERGROUND FIRER OPPC ON GENERATOR O„ SANITARY SEWER CLERMONT FOIA FORA AERIAL FIRER OPTIC CARTE 0�( UTILITY POLE LIFT SEAT/ ON OVERHEAD UTILITY Onu OHJ W UTILITY POLE W/ TRANSFORMER ® SANITARY SEWER MANHOLE FORCE MAIN Z T.. Fm MONITORING WELL A?t SANITARY STUB MARKER sA. su+ SANITARY SEWER LATERAL _10 LIQUID PROPANE GAS TANK SANITARY SEWER MIN U.] - OTHER ORNAMENTAL LIGHT 'Iw ROOF DRAIN �( STREETLIGHT s SIGN SUBSURFACEORAIN Nor Sell PARKING LOT LIGHT(1 HEAD) ® POST STORMSEWERMAIN U O GATE POST LIMITS OF DISTURBANCE Q CL BOLLARD . ig PARKING WHEEL STOP Cd Lg ACCESSIBLE SPACE .GIF- EMERGENCY FLOOD ROUTE a rr•�'T1 FLOW DIRECTION AND SLOPE Z V z ® 1OO YEAR CLOGGED MET PONDING LIMITS ED H ED z z O ABBREVIATIONS W N ROW RIGHT OF WAY L.� N i1•I ED a TZ•I ESMT EASEMENT , 0 a D.&U. E. DRAINAGE AND UTILITY EASEMENT u o O FEE FINISH FLOOR ELEVATION r W TOG TOP OF CASTING . CMP CORRUGATED METAL PIPE `.T' VV E F4 O RCP PVC REINFORCED CONCRETE PIPE POLYVINYL CHLORIDE PIPE Know what's below. d Vi fA VCP VITRIFIED CLAY PIPE Call before dig SHEET NO. HOPE DENSITY HIGH DENSITY POLYETHYLENE PIPE you DIP DUCTILE PIPE wrlhin bdiono [all C 6 0 3 SSO SUB SURFACE DRAIN PIPE S 811 0/ 800-382-5544 STM STORM SCALE: 1 " = 20' 24 nowa a AM / Oa1s o Wtta SAN SANITARY PER INGWRA GRES uW o e-1-26 PROJECT NO. STIR STRUCTURE CO CLEANOUT mm mo (2) WORKING NOi THE R °Po W 18.0605 0 o zo 4oL�S BEFORE COMMENCING WORK. 2