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HomeMy WebLinkAboutCivil Plans 4.18.19 14QI C ' 1. 1 .1• ' \ O I� /•.� 0. I !I /II pf I/ I PROPOSED BUILDING1 F� H. M.F.P.G. 868.001 ' ' •" �., V�!I,- -TIC ��, _ � IIIIIIIIiiu���Iillllllllll�lllllllllli!-!illlllll!ii■Illllllllli!���������t•�� "` ,I I:I , MMA 06-112 lF I I ► _ I 1 :I -------------------- CURB INLET GEE RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Catneedd �VT�VI�OXtiYWML DATE: \\ 06/17/19 6 5 4 2 GENERAL DRAINAGE NOTES 11. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE o VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE oo 1. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM OF AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. SEWERS IS IS -OR LESS. o Z PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH y w CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION 12, IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING PREVENTION PLAN. CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY Q TO REPAIR Mi REPLACE THE EXISTING STRUCTURE AS 'O 2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION(INDOT) NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. aBe c _ HE STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS - apO"T AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR 13. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET %00Li VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND U- q REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 0. y a0 PH 3 SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE ,Z tM G •T'`1 OF APPLICABLE. 14. COMPACTED'B' BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. o- r 3. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE '^ b .� r o r N UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO 15. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH ANYWORKAND SHALL CONTACTIEHE OWNERPNDIOR ENGINEER PAVEMENTAND 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 DRAWINGS. CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER INSTALLATION. 4. THE PLANS SHOW THE LOCATION OF ALL MOM UTILITIES LOCATED r T, U1 - WITIINTHEUNITSOFCONSTRUCTONACCORDINGTOINFORMATION 18. ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE W IA � PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS ADJUSTED TO NEW FINISH GRADE ELEVATIONS. I••-1/ @ 0O1 CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF �X�XX� a) ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY 19. EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED '^WI OF THIS INFORMATION IS NOT GUARANTEED. OUT TO REMOVE ALL SILT AND DEBRIS. W On y� LC 5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO 20, ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE I1 W - L LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT rT, Z U ° CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF W Q z Uo UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING 21. ALL STORM SEWER STRUCTURES IN PAVED AREAS SEA ---- FLUSH F-1 CONSTRUCTON(IN COOPERATION WITH APPLICABLE UTILITY WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND a ,c COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE COVERS. I-N @ •. CONTRACTOR. U 22. ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM FEE N = 6. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT. J C IS VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF GO @ ALL UTILITIES. 23. NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE DEb J TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO ]. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN FINAL TURNOVER TO THE OWNER. W J m COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 24. ALL HOPE PIPE SHALL BE DUAL WALLED, HANCOR NO, ADS N-12 PIPE 8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN OR APPROVED EQUAL. 5- OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. "U. 25. ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO / 9. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, END CAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE OF HOPE m SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, MATERIAL COMPARABLE WITH STORAGE PIPES. _ PAVEMENTS ETC. AS RELATED TO THEIR WORK NOTIFY ENGINEER m Y tt -_- ON - - OFANY CONFLICT ANOIOR DISCREPANCIES IN THE CONSTRUCTION 28. PROVIDE BACKFILL WITHA MINIMUM OF 4'BEDDING MATERIAL OF as zro FH m m� o� $ DOCUMENTS. AGGREGATE COMPACTED IN 8-LIFTS TO 95%MAXIMUM DRY I3 <� i DENSITY. f o $ 0 3 I10. MAINTAIN IO' HORIZONTAL AND 18- VERTICAL CLEARANCE BETWEEN o o om CURB INLET STORM I SANITARY SEWER SYSTEMS AND DOMESTICIFIRE LINE 27. VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING TC=968..30 SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE NEW STORM SEWER CONNECTION. l 63333333333 SHALL BE C9@ WATER MAIN GRADE PVC. r P I/ MV.=663.75 28, THE PROPOSED STORM SEWER ON THIS SITE SHALL BE PRIVATE. m ry al s-II SUNP=8Bf.30 CARMEL REQUIREMENTS m a Q Q oe �3sseee 1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT PN APPROVED STORM WATER MANAGEMENT PERMIT 2. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS,FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IHy WITHIN THE RIGHT-OF-WAY. m p 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 imy I1p1 ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES. #5 N WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING. 022U iJ ry CURB INLET 0 E 20 " o 111 TC=867.40 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 IS a wISa 5u F 11 AROUND THE OUTSIDE OF THE STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT _pw I p CUT=666.92 POST, OR HERS, AND RIM OF THE WINDOW WELL. W HE w y E) IN m E E 12"RCP=863.50 V. ix X 6 aas ° p I 15 75"RCP=863.50 ^ o N N N IN z, z 8 „O FIX=p Wm� PH 1 TCURMC=8 INLET CUT 866.94 yh4,�QryO15TEp:.,.•C¢�A% o III I W12'RCP=86J.5] _ %PE11300279j DRAINAGE PLAN LEGEND STATE of ' '• �J4• IAN or/ f UTILITIES LINE TYPES �y,T 9_--a'' R O` '' ,s"�MNAL E N\' II�, FIRE DEPT HOOKUP �. COMMUNICATIONS JUNCTION BOX --- RIGHT OF WAY LINE �///I'111111NII11AA qGI FIRE HYDRANT © COMMUNICATIONS MANHOLE X x X FENCE 555J III I:J POST INDICATOR VALVE CI COMMUNICATIONS PEDESTAL • • • • GUARDRAIL S21I)1 1 ® WATER METER ® COMMUNICATIONS RISER BOUNDARY LINE WATER VALVE F TRAFFIC SIGNAL POLE FLOW LINE � ... � ... STEVEN SCOTT RUMERPJ& 11300279 GAS METER . TFUNFFICSIGNAL. 500 n...\\\�yyyJ@@@11111'Ill1 I`7" �••• - $III ®e � INDEXCONT(DUR PQ GAS VALVE ®n STORM CLEANOUT 501 INTERMEDIATE CONTOUR \�• (D ELECTRIC MANHOLE 0 BEEHIVE INLET 0 c UNDERGROUND GAS �1 Q w w ELECTRIC OUTLET 11 CURB INLET UNDERGROUND WATER e ELECTRIC METER • FLOOR DRAIN EIAI OAI AERIAL ELECTRIC ' ® ELECTRICAL RISER 41 ROUND INLET ` ` F UNDERGROUND ELECTRIC ® TRANSFORMER 6 SQUAREINLET 1 UNDERGROUND COMMUNICATIONS GUYANCHOR ® STORM MANHOLE CiN qAl AERIAL COMMUNICATIONS ELECTRIC JUNCTION BOX Is DOWRY SPOUT ro .o UNDERGROUND FIBER C=TL m GENERATOR SANITARY SEWER CLEANOUT FgAI FgAI AERIAL FIBER LIFE C4B_'10, _ UTILITY POLE ® LIFTSTATION aiu aiu OVERHEAD UTILITY UTILITY POLE Min TRANSFORMER �'®y SANITARY SEWER MANHOLE FM FM FORCE MAIN Z .b B MONITORING WELL p� SANITARY STUB MARKER SANITARYSEWERLATFRF � LIQUID PROPANE GAS TANK aAx sAx J = /,y I A OTHER em su+ITARv SEWER MAIN W ORNAMENTAL LIGHT ROOFERAIN STREETLIGHT i SIGN - - - - - - - - - - - - - - SUB SURFACE DRAIN U 00 PARKING LOT LIGHT F HEAD) ® P05T STORM SEWER MAIN Z E i 4 GATEPOST p p LIMITS OF DISTURBANCE i /AI Om BOLLARD a PARKING WHEEL STOP00 5 ACCESSIBLE SPACE € O a EMERGENCY FLOOD ROUTE Z ,�Fx••,, FLOW DIRECTION AND SLOPE --- z U ¢ ® 100 YEAR CLOGGED INLET PENDING LIMITS LL m I o X ° 3 I ABBREVIATIONS W Q DC ROW RIGHTOFWAY N py W ESMT EASEMENT _ I Di DRAINAGE AND UTILITY EASEMENT - FEE FINISH FLOOR ELEVATION O I- W N TOO TOP OF CASTING < I•F1 7 '' 0 GNP CORRUGATED METAL PIPE W E OL FIy Q RCP REINFORCED CONCRETE PIPE VV v] GO O a we POLYVINYL CHLORIDE PIPE Know what's below. BE SHEET NO. VCR VITRIFIED CLAY PIPE Call before you di C 6 0 3 III HIGH DENSITY POLYETHYLENE PIPE Y 9 DIP DUCTILE IRON PIPE Wifhin Indiana Call SSD SUBSURFACE DRAIN PIPE S 24 OT 800-3B8-WNnF STIAAN STORM SCALE: 1 = 20 a W.m o Day,TAG ] Wy, " w1-2 SAN SANITARY PER wGiMw STAGE uw oc g_AVATE STR STRUCTURE PROJECT NO. ROUND CO CLEANOUT"EMINEWEl LEGATEE NNSmvcE mE (2) WORKIN 0 10 20 40 DAYS BEFORE COMMENCING WOW, W 18.0605 4 3 2