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HomeMy WebLinkAboutC6 - CARMEL HAMILTON CO DETAILS - CIVILNOTES: QTw rawpws ame-0IXaN9mlhflrtli Me ede&rta am puns Me ale m aaawrc pamrmw am l,uer fine. aleOz Atnmlm mis not lewiwd at the Asp AT Ms ratan era memo J,dw ll Nm lmliar cure ramp. @ card farm wardAanau W mil under pram«fa We val Magi. sea..A Aawy � �samm a nawlre Was E lfao rslope oiap6oa mmaenwn Slk Eg Join M .(. AM,wp� " .c s®mnmm Drawly E WhAVOR42,wmfi -1, ela WaffiEM Dm.l and may vmepasar.a. may mows, and aaall. a area 2 Mm: S ¢9 m aMyEW 45W1 kr stl alkoy mmNm PtlYrll016 LB L j Iseap Illegal Rap or'EIpun.LElw.3 pylallrg 5kp2 rtp tsgA gB.33% r Napewi � ilk Falrelm Ja,1�055'6 $ &U,-IE 2. fee 315 RMIe6MeIX \ _ __ _ _ _... ku,nk9 SUFa 5rlmmLegM Aircraft slrwY 3 - snWetlm9m SWnP w- Ik6u.e-mi l s2.p0%p Aft � ya wmpwdm pmnPlan �'3 Cimwalk Nahlrge gpyykw=IEN6-Sunni HIM x� om SlAe Pempwmn C amng wrte LEGEND: IM seam r 0 ImwraaAer WswalkaW R.raA tra.A et.s O pump p oeemxwmngwrtw ve+emnt INDIANA DEPARTMENT OF TI SECTION B-B ONE-WAY DIRECTIONAL PE CURB RAMP COMPONEN samalagn RanPlagM s4eaWk SEPTEMBER 20 a 1 STANDARD DRAWING N0. FW.3 /%`J tj'EI Eon `SIN W. PHI�y Pa.Wwot win as to,/ r ?„nN N /a/wsmmu sMemleapargm lam ¢ SECTION A-A'9' /s/Wartak Aril e.eeaWwn pub PERPENDICULAR CURB RAMP @ g aRmrwb aFlm on PARALLEL CURB Nowel @ eor bah sees athe man 6a 7whm. rtwmrmb pub RELEASED FOR CONSTRUCTION DEPRESSED CORNER CURB RAMP@ Subject to compliance with all regulations of State and Local Codes City OF Camel DATE: 10/30/19 NOTES: va lnp aw5ce aball M Plate¢ at ANN Asset, hgM , puma tl®ly.sasbneamae..ly si6wsowxa3ra amaaMaa mmlng wow platemAr at sidewalkeM.ewav aminp. 2 none a auamUe wanly anrtaa mall extend a minimum of 2 It erne Wwmm of paidesman Ma.al and eternal the fall"Ah as Wages.I samba warning Asnare shah net as Plated Abad a pane bed. ©M We of Web , foam break on a perpendicular name mine s N AT la Mae Me was mean, the awamba seamy wrrew mall m plaol an Ma tamp within one dome appeal or the baam pane trek. KTse Me m pmtle break I5 mean man 5 tt(mm to work a"An IN m unrable w,rmN wRam mu be Placed at Me Inha area OA The eaerwbe warring wma=n a wmual Wood "I ee p on Me amlre Who An the M ran MaAsvor berwmr the urea am Wminp yareat Up award, aArab. Os Tnearmmme wamlng Wagner an a bmme mnsam orawm� fare Arid meet mall W paws m Me fan Of Aetna 6. used as EW95Nunckd MIwvol WamrLL mi a an ape remeln[ far a dxk tlera4be wernly wrfem LEGEND: Q Wpm Or omm Nwessifi bawrtaw �v'Izbe Wemly Safaen O kanet OOmeBr k DETECTABLE WARNING SURFACE PLACEMENT AND CONFIGURATION SEPTEMBER 2016 10MO124 ffAmW TRENCH DETAIL FOR CITY STORM SEWERS NO SCALE L 6' MINIMUM OF TOPSOIL OR COMPACTED PAVEMENT SECTION VARIES AGGREGATE l3. all '7 UMIT OF SUBGRADE MINIMUM COVER SHALL FINAL 7 BE PER NOTE 3 BACKFlLL +16ri LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE ——S'RINOJNE HAUNCHING (III PED MATEDERIATHLOF BELOWBDING PIPE BEDDING d D d MIN NOTES: 60 60' It SMALLER 4' 66' & URGER 6' 1. BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE 08 STONE MEETING THE MATERIAL REQUIREMENTS OF THE Bill BEDDING SHALL BE PLACED IN THE TRENCH BOTTDM SUCH THAT MIER THE PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS A 4' MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3' BELOW THE BELL. FOR PIPE SIZES fi6• AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE 6a. BEDDING SHALL BE PLACED M BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIEUIN& THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH A2 STONE IT WELL PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE HAUNCHING AND INITAIL BACKFlLL SHALL BE COMPACTED IN 8' MAXIMUM UFIS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACID. THE BACIURLL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGUNE OF THE PIPE MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18'. 2. FINAL BACKFlLL FOR ALL RCP INSTALLATIONS WHERE V IS 5' OR LESS SHALL BE B-BORRGW FOR STRUCTURE BACKFlLL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6' MAXIMUM UFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFlLL FOR THE TOP 6' OF THE EXCAVATION BELOW THE UNIT OF SUBGRADE SHALL BE HIS3 STONE MEETNG THE MATERIAL REQUIREMENTS OF THE ROOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFlLL FOR ALL RCP INSTALLATIONS WHERE ALI IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6' IN DIAMATER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12' MAXIMUM LETS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 3. FOR INSTALLATION OF STORM MAINS. WATERMAINS, SANITARY MAINS WATER SERVICE LATERALS, AND SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JJRISDICTON OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND DEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 FEET OF COVER ALONG ANY PART OF THE PIPE IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTON OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SMALL GOVERN. 4. IF D ISMNG SUBGRADE HAS BEEN UME SOMETIME, BACKFlLL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE UNIT OF EXISTING SUBGRADE WITH COMPACTED AGGREGATE NO 53, 5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SEWERS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS OF STORM SEWER JURISDICTION. 6. ALL STORM PIPE WITHIN EXISTING OR PROPOSE) OTY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION OVER STORM PIPES. STANDARD CITY OF CARREL STANDARDS DRAWING 10-31 TRENCH DETAIL FOR CITY STORM SEWERS pum wimp C`+`:' sea Demax '„' sow-6swaw: pl.maW� Warning Samws MITI, lkae�sn • • • • • s • a sew omerc. Conutte &xtlerw +' • • • • • • • • • •be sew n.9"Mh-E.1'Mm. al, an be An 1 0 0 0•• O O•• e'natlrvay SECTION A -A 2-Mu. eft_ In anT anpw a w•n BRICK DETECTABLE WARNING SURFACE WTIH CONCRETE BORDER @Op bar Man. - IV May. aemmmwwnnN Elwwnw rnpJ w _ taWrsanp MwYrtnP.T 3ammanengMmr ) w.A ur yal ore 1yy� to —P% �. x'Ruw x•a .•.�. . ad e •.• I or 1 in,.: �•�• III no III �I� 8 k 69 ': PAY£N91r - J-f1k-21111 111k. i!#Rm9l 00N Gnvtle sex ILB:LRfp[Y]yL� s� j AlMp: pn�'. a:�"vieARixiaaw 8h3arger S1J15(e Y B' P sell puiNorte Me ab6 ••••"• — 3MIP amRr.Yrmm mmv eemle` �� Wma mCartwhoral ALTERNATE CURB CONSTRUCTION CHANGE OF GRADE > 11%@ lain Sol x Ell NOTES: afmable wamlre wRa2 aban em94 ✓ wnotm ewrcl ane A41 1. walioroi as wmem fond w6em. Ma. wn�amm WON WIT, We ranges may attar m dfammaam mrtaNu.IwYr waare wlMln me spwbm 2 Th raaured a fit Ma max. He curly meallanotnalkr[M4urcMe0 Dome:pally olvreen Me m1a®m penal: deeds M the allowable range. J. The aNafame wa,my aurtareamu mmms[vlvally ge"M adlanm aRxa, elgcr ligMm4lFw WM-on-light 9. Tee eebataW warn, wlaresmll Mem a minimum M 2 A in Ne droadir M aricstran trmel And a matl IN mu grain as mnwn. The b W demand surtaz anall ha m Ishmael a forme ley. (Dow nedmum ¢user ame or the gurt or wool at We na Me amen shall had S., WMre me apolalr aiR nab nMa ism llandand in`=arm sbce Australia 11%, a?rt mammm filp pWld of amed,d At Me aNe nap. (Dwive mwtleWM Ism for Mmmn Me booker mall W wow mmwiY ill win Was Chun ram A an ThaaamNe WNeo wall Ma tin w3 AMe mean aft ED Hive( Nother Main a wrvPe W ft Is vend Me edge rewralW shell not a upon MeWrap MOM CONCRETE FIBER MIX MAY BE USED, BUT MUST BEFOR OF THE MIX DE SUBMITTED q' THE to 1NE ENCNEER ENGINEER 3' TOP SOIL. he Q m Do COMPACTED BAORFlLL INKU o.: BITUMINOUS PAVEMENT W K -a an CLASS 'A' Z CONCRETE � OU D=9' U C.C) STRAIGHT CONCRETE CURB o NO SCALE ti U NOTES: INTEGRAL CURB MiH COMOREIE PAWMEM SHALL BE SIMILAR SHAPE CUES ALL EXPOSED SURFACES CONTRA011011 JCINIS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MNIMUM DEPTH OF 11r D DAMPEN SUBDIVIDE BEFORE PUONG CONCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OIHERMSE EMRY 10' MINNUM Ell rn NO BACKNWNG OR IX Anffi MAY OCCUR 12'MROM CURD UNTIL 5 NLL DAYS HAT£ PASSED AFTER PLACING CCWCREIE SHALL BE IN ACCORDANCE MRI INDOT STANDARD SPEOFlCATICNS. MIN. SLOPE SRI BE VAT SLOPE NECESSARY TO CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT CeM EXISTING GRADE Q 1 SEED MADPROPE I —III IT �I �I I III I I I—��r>, C ICI III —III —I CO o —I —I �� ��� �� �� Ell: B•lOP saL UNOFACUi SWAX BY Of N To PLLOl1'FOR FUTURE SLUNG INSTNL RLIER FABRIC on IRE Q ci J ¢ ON PEMMETER OF Fib % U 1RENCH AND OVERLAP AT SUBMADE LEVEL La. - I" MN. 1Y MIN. HSMALLTO SPEC SECTOR 09 WASHED AGGREGATE OF 90IFOOPFMSTANDARD TEU(fNASON U MR 6' OOUB E WALL PERFORATED PER 01.01 OF THE STORM WARR TTCHM1CAL FMDAIDS MANUAL TYPICAL SWALE DETAIL NO SCALE o ¢ z < o z met G ¢ � o N GUT * CUT 3 PATH W10TH 3 111 xO 1.SR 3 (YAYJ Q 3 AXE 11 1 1 1-0• 1-0• NLL 2 RL V3 ¢ ------------------- — — —' a w —-------------------- a U� J Q P WRED 9JDMADE COMPACIED IN ACCORDANCE MOH SECRON 209 OF STANDARD INDOT SPECS. MULTI -USE PATH U NO SCALE O1 1.5' - 1(NgA D. HMA SURFACE TYPE YET. 9.5 man ON O Zen - 2751/5110. HMA INTDREDAM FIAT 13', 19.0 man ON J IY Z O O 6• COMPACTED AGGREGATE M53 ONAll Q GLMPACTED SUBMADE Z ¢ O * WIDTH OF RECREATIONAL ASPHALT PATH AS 0 NAlED BY C E CLAY CGYPNlQIS11E PLAN (CJ PLAN) H p N CARMEL / INDOT ADA DETAILS