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HomeMy WebLinkAboutL-702 SITE DETAILS,� .y� � \ HNI3H UkHU6 9CHEDULED UNIT PAVING (SEE P V�NS� Mnsric noriesive "." BITUMINOUS SETTING BED coa� oai�� w��Ps e� �ow PoiNrs oF Piave�nENr. crinNCEs iN oiRmTioN or s�oa� s �i�Rrir,n� oesrHucrioNs r�vv ���ou�o PRoi�Nr o�niNnc� n�� dwsnNo e. r.over: w� Fi�Tek Fnewc TFlGKGONT �_ .............. '� COPdPACTE�SUEGP./�DET095°h sTnNonFOPFocro� NOTES: 1. 9EE OIVI910N 3L OF THE SPEOIRCHTION9 FOk IiDDITIONAL W FOkMATION_ 2. UNIT FAVINGJOINTS: UNITPAVEHSTOHA4EACONSISTENTSHNOSWEPTJOINTIN HCGOkUHN06 W I I hl I H6 9N601HCHI IONS. i- DO NOT ORCI�TC �AM OON�ITIONS IN OONORCTC PN/WGSU6STRATCTH�T WILL PHEVENT THE FLOW OF Sl1B5l1HF/�CE OH/AIN/AGE F:UNOFF. - ----- �$m.VProM�-._ ��S�w'q���... �.. i �u.. ,, _...,., � 9EQION VIEN! W�]RX �aaco HOT MIX ASPH�LT. SURrnaC HOT MIX �SPHALT. No.S 61NDCR -co���nr,rFnN� a� STONC 00�4P�OTCD Na. 2 STONE 12'DCPTH co��PncTeo sunr,uno� ro us��s ST/1ND/1RD FFOCTOR e� SECTION � ASPHALT PAVING (HEAVY DUTY) �,.., , vc=r-a�. N-�oi�a sio�Nin�K (e�� P�iws� I UUL6U KAI�... . GR004E5 (m Z' O C SCHEMATIC ISOMETRIC VIEW: (KEF ) LAht4"�ilJll� 3.F�DFDTGf,V51'IOV4�4DTH _AhtbvlUlll� CONCRCTCPA`./WG iMHT(,H ADJHCENT SIDC MALK CRO55 .. I�_10141AX. +,.ip MiVf_ _ 9ECTION -------< ------ � � � ��° �� BITUMINOUS SETTING BED APPLICATION Fs SECTION � UNIT FAVINr .rt-� � V[�, _ � _��,. � �� \ ;ONCFCTC GI)F6, �EKTICHL 'R�G A9IL-]01) T�OTILC WARNMG suRFnciNc;see ��nNsro�TiP�, e SECTION � UNIT PAVER RIBBON �„ �iz�=i�-�. so�nnoNdowT �.r:eF�. i�<,�-�ai� SIDEWHLK (SEE PLHNS) � GONCRCTCGUR6, F W Shl RCG ) _- - _.-- " TOOLELIRAI9FGF'OOVES --- __-._-__.-_.'__ .___� a,Z'O.C(HEF . ) iso�ni iaN uoiN i (HEF. F\4;L-]0� ) RNISH GHA�E PV�NTING SOILMIX see P�nNs� OONORCTC PAA/WG �mnrai no�nceNr SIDO4/ALK CROSS SCCTION SIC�CNIALK (8CC PUiN51 SECTION VIEW B-B: X 61 E /�LK �NIJTI s t� �tll�l. SECTION VIEW'A-A': \ Y � r IOOL6U KHMI' GkOOJES�L"O.G_ GONGFCTCFN/INO ��kEF. I 1 (MATOH ADJ�GCNT 3 E�DE�TRAV51 ION E�G II i'� $IDC�NALKGRO55 � T�CTILC WARNMG � SUKH�(.WG 566 SCOTION 1 12 MAX F�NS �OF TVGC; GU�IGk616 CUkN. FWSH ISOV�TIONJOINT -�'�� 'kEF. � J (REF. Fl4L-70�) TOOLEO H/\I�9P GBOOVES SECTION VIEW'2.-6': � �onownv Pnvwc � z o o��TioN ;sFF �i nNs) �oiNT � SOL�TION JOINT (FC��. pcjL-�0�) I ;FFF�. A<�L�01 ) -. ISOL�TION JOINT �- (F:EF. A��L-�01) - � �� GONCHETE P�VING � 'M�TOH/�alAO�IT � � � SIDCWALY.CRWS GONGFCTCFAA/ING / , � �MnTaH no�nr,o.iT / SECTION .SI�iC�NN K ORO55 � � -TOOLCDRAAflF SCOTION � � � GkOOVEs � 2'c�.G_ I�'�� ) SIDCWALK (SCC . .. / ' 0_ FLANS) . y'' .� TACTILE W4kNING SIIR��CING (SCC FLANS FOH TVPEJ - isninrioN.irnuT / wmar_tnien� 2�i - _' -z n�nx _, � Fe UNIT FAVER P-ZOT-Ec '��� NIS noN � PAVING r - i .:"� I �M •N ` �`` �_ PLHN VICW � I �M L_ e�.TION\9EG OONSTRW^.➢CNPVW �,A.L L..� � _ �I I- P-ZOTv1 tij" CDOC R�DIIJB, T`/F. JOINT SCJLLJ�NT W! �AGKCR aoo �sPm. o�ozno� o�icKUNirPnv��N� F r,�our.ioiNrs ts�� F��N ro� Pnrr�RN� JOINT SCALANT Nll �AGKCR kOD 19PEG. U�9L00J THIOKCNC� CONORCTC I'AV W G SLHN P-101 a . f E Fq . Fq � . > ceNreeuNe oF u�rir Po�e _ � ucFir F�o�E �r�EF�. E�Ec. o�nies) � -._/�-_ -"- � � LIGHTPOLEFlNCFIORROLT sri�ouo ���r ���o. o�mcs.7 / r,oNc��T�PmnNcov�F�n�i rvere r��twsnNo oerni�s � " OF:GANIC MULCH �sP�c. �uaoo� � . � ... FiNisri cwaoe GURR RAMF �3EIVEkAL IVC�TES: � i. n��s�o��sn��ncso�uT��nn1��TrinN���nmi�roni�sio�wnu:oF�onownvcrzno�s�o�csnr�r_ner � �. � � ��-P�vNTw�sai�iv�ixwk O60% LESSTH/ANTHEIMXII�4l11N/AkEPREFEWdED. � �� PL/�NTS[SPCp.3291�9) 2. P.AMP OP �LENDED TP.ANSITION: F\ F'J\Mf' OK RLENDED TkANSITION 9HALL BE U9ED T(� LBWEk OK kHIHE THE � ����'-0/lST-IN-PLAGC OONORCTC SIOCWALKTOGONNCGTWITHTHGSTRCCTORHIGHWA`L ' POLEEFlSE(REF. ELEC.DW�S; r,oNc��T�PmnNc��� � . P�nNsnNo o�rni�s �, rur�HiHc sFnee n ruRNwc sw�r,� srin�� e� PRoviom nr rri� TOP or n P�RP�Noir,u�nR a�i.�a. eorrom or . � nNci+oR eo�Ts, coNowrnNo AFAkIiLLELHIUVIP.OF:WHEHETHEFE�ESTHIANTPJi4ELHEUUIF:ESAGhiANGEINDIHECTION.ACOIVIMON - ' GF:Ol1DING(BEF. ELEG_OWGS_) 1"MORT�RSCTTMGGC�(�O TUFNINGSPAOCINAVGCSH/ARC�G`/�O.IAOCNTR�MPS.THCTIIRNWGSP/�OCSH/ALLHAVUAMINIINUMOLC�R . � � NOTGOVEHISOV�TIONJOIN�DIINENSIOIVOF4'-0"x4'-0'. WHEHETHETUHNINGSPACEISGONSTH/AWED/ATTHEEACKOFTHESIDEW�LKEY/A 5' OEPTH GONCHETE PAA/ING �URC.. FCT/VNING �N/�LL, GUIL�ING. OR �CATURC OVCR T' IN HCIOHT, THC �41NIMU�4 GLCAR DI��CNSION SHALL 6C S�B <�]" xG'-0", WITH THE 5=0" DIMENSION W THE OIHEGTION OF THE R/AMP RUNNING SLOPE NOTE: ISOLATION JOINT 0. RAF.E� SI�E: H FLAkED SIDE 9h1ALL 8E U9ED ADJACENT TO A WALKIiRLE SUKFACE li FLAKED SIDE MAV RE �L' = WIfJTH 0� OONORCTC POLC L�SC PCR PV�NS (F:EF. � ) I15Cf�ADJACC�ITTOANON-WALKAGLC8IJR�AGCARARCCi.51DCSHALLHAVCAMAXIMIJMSLOPC0�10009b MFJASUkED F'IiKHLLEL TO THE 9AGK OF GUkP,_ s. RErurzNcurzs: vrzETunNcuHeisPvacEOPEnPENoicuw�TorriE�ovowvvcurza vrzETu�NcuNeMnve o� PEDESTk'IAI11 LI(iHT P7LE PAD I IIV PLAMTIN(i p_��f��,�ono_inr,�NrronNON-wn�Kna��suRrnr,�. nrz�TuaNr,uResHn��NOTe�us�ono_inr,�Nrron �-�;n ���.=i�-�. F-��7 vJA�Kne�e sur:Fnce. rncn�e wnr:NiNe SUkFAGNG (SEE PLANS 6. QEAP. SPACB A GLEHK 3f HOE 9HALL BE f HOVI�ED BEVOND THE 60TTOM 6kHDE BKEAK OFA GUKB KHMf �ORTVPCJ NIHOLLVGONTAWCD�NITHWTHCG�.OSSNIALKANDWHOLD/OIJTSIDCTHCFAFALLCLVCHIGIJLARTRAVCLPATH. TH C GLC/�R SP�O C Sh1ALL H� /C � I I IN IMUM OLCAR DIMCNSION O� 4'-0" x G'f]^. AN ,LCD �AGC 0� TOP MITRCTO ]. DETECTAELE WAP.NING SUP.FACE: li DETEGTAELE WAHNING SUKFAGE SHALL BE PLAGEOIiT EliCH STHEET. FFlGE VEHIGIJLAR FIIGhIN�AV OF RNLFOAD CROSSWG. A DETECTAELE �MARNWG SURFACE SFIFlLL E�TEND A 111NII.4UV:10F 2=0" IN AFC/�5. T`/P THE DIKECTION OF PE�ESTNI/�N TRf�VEL �ND 2E FL�CED THE ENTIKE'JJI�TH OF THE KAf�P 2LEN�ED �'�� ThANSITION,OkTUhNINGSPH(,E. SEEFLIiNSHNL�BPEGR(,HTIONSFOkTHESPEGR(.DETE(.T/iBLEWAKNING -� .�� GASTAWMWUM SUkFAC.E M/ATEHI�LS TO 2E UTILIZED_ "TACTILE WABNING SUF:FAGE" SHALL EE SVNONVP10US WITH � I � SLCCVC 3 TOF, ISOVITIONJOINT J i� ��'I 'DETEGTABLEVlAkNINGSUkFACE." 1c Y fA00CL.'SCNTMCL' (HEF. �4'L-701 J I; Vl I�IITRED TOP. GONGRETE CURE, FLUSFI 8. �UNNING SLOPE: THC RIINN WG SLOPC O� F� RAI�4F. GLCNDCCi TFANSITION, OR TIIRNMG SFACC SHALL GC � NO LIGIiTING (KEF ; ; MC�SURCDP�R/�LLCLTOTHCDIRCGTIONO�PC�CSTRI/�NTRAVCL �ILLSTCRFIFC ':a �o�n r,oNr,��r� ro &.1. li HUNNING SLOPE OF 2G0"L, OF LE5515 CONSIDEHED LEVEL. '=i � i RE LEVEL'�N; TOF C�� PIFC BI�CWALK;SCCFLANSJ N.L.AK�MPSHALLH/1NE/1M/1XIMUMBUNNINGSLOPEOFb3395B11TSH�LLNOTKE(1UIBEAHAMPLENGTHTO V I il IXGCCD 15-0". � � �1 6" STkUGTUkAL } STCRPIFCGI'POi S.�- A GLCNDCD TRANSITION SHALL HAVC A MAXIMI�M RIJNNING SLOPC 0� `.90%- � � � -ISOLATION JOINT � (KEF.A41L-�01; gq.qTURNINGSP�CCSHALLHAVCAI�4AX1�411��I:UNNINGSLOPCO�G0093. � `�� T�CTILC NO�RNMG � � SI�RFFlCMG iSEE F'LANS 3. WIDTH: UNLCSS OTHCRN�ISC NOTCD. P41NII:�Uf.1 N/IDTH O� /A RAP4P. GLCNDC� TRANSITION, OR Tl1RNING SPACC. FOF TVPCj CXCLIIfi WG �LARCD `>�IDCS OR RCTIIRN G)FG, >I IALL GC 4'-0". � _ ��� N FCTC ('I R6 RI , H� ------ �� GO C .J , JS � i i 10. GF.AGE EF.EAK A GFAC E RREFlK FlT7HE TOP ANC BO7TOM OF A RFlMF. BLENCE� �'FlNSITION OR7URNING A (KEF. . , SF�C;C, SHALL GC PCRPCNDIQJUAF TO THC FI1NN WG SLOPC GRADC GRCAKS SHALL NpT GC WITHW THC F�VAP. -� � FOADN//�VF/0/MG�SCC RLENDEDThANSITION,TUKNINC�SF'IiCEOkDETECTHBLEVVAkNING9UKFACE GKHDERKFJ�K99HHLLBEFWSH_ LI�)"L3GALV_ PLANS) VERTIGFlLDISGONTINIJI7IESSHALLNO7REGREHTERTHFlNk".WHEREADISCON7INIJI7VISGREFlTER7HqN%" gTCRHCADCCI I H 6 9U KFH06 9HALL N6 N6V6L6U VVI I H H 9LOP6 NO I 3166P6k I hIAN i V 2H. STII � W ROCD TO STCCL F�IFC 19.CR055 SLOPE EXCEPTIONS: THC CROSS SLOPC O� � R�VAP. GLCNOCD TR�NSITION. OR TURNING SP�CC SIi�LL EE N�E�SUBED PEHPENOICUL�R TO THE OIBECTION OF PEDESTKI�N TR/\'JEL. � '� CONCHETE -ISOLATIONJOI�IT �EO. EO� �OOTCR (kEF. A4:L-�01; >>>THEMHXINUfAOkOSSSLOFEHTHPEDE9TkIANCK0991N(�WITHOUTVIELDORSTOPCONTkOL9HALLRE [ 1)1� �r. / I'-li'N / iizrri�MnxiMUMCRosss�oP�nTnam�sTRiiwsrR��Tr,aossiNcwiTrin��ooRsroar,oNmo� e� SEGT�C�IV � BC�LLAf�6 iso�nrioNdoiNT Sri,v��eezoa�i_ (KEF�. A4:L-701; ��-' 3l4" _ �'-0" P-JB I 11 �.THE MFlXI�NJfJI OFOSS SLOF'E AT Fl MID-RLOGK OROSSMG SHqLL BE THE ESTABLISHED GRADE OF THE GONCkETE PAVING np,I��CNT RO/�DW/�Y. (M/ATOH �OJAGCNT SIDEWALKCHO55 �p�6JCGTSSI�GHASAI�TILITVGOVCR,VAl1LT�RA�4C,ANDGRATINGSHALL6CFLACC�OI�T5IDCTHCCI�R6RAA�P. SCCTION TOOLCD R�MP GROOVCS 13.GURL' R/AMPS SHALL L'C PLAGCD WITHIN THC MARY.CO OROSSWALKARCl1. �. T� O.G (RC��. . � 14 DR�INAG� INI �TS SHOI II I] R� I 06AT�I] I IPHII I �R0�4 A OI IR@ RAMP TO PR�V�NT PONI]ING IN TH� PATH O� �� ' �� � � � Erznc���cur.�e, � F�rr�rsr�i�NT���in � k �� ._ �,F�r�.i�z��nq e e �� �� � . SJR�ACMCSCC� iS.k6F6kI0IH6WUIHNAU6YAkIM6NIOFIkHNSFOKIAIIONSIANUFlKUGUKBKHMF'UKHVVMG'S(GUKK6NI -- ' PLANSFOF'TVPEJ VEHSION FOBIADDITIONALMFOHM/ATION. / t.� - ISUVITION Jl>INT PITCH TOP -TURNINGSPACE � TOWARDS -EDGE OF WALL OR SiAIRS, f„ �� � .N. � iRC�. A4�L]nl� � FCTIIRNCIJRC� OFCONCFETE ���b !' � � E' � �' 1.�0 M�_ '� � . DCTCCTA6LC AGGREGATE REFERENCE UYOUT PUN . " � � -6'kliDEBKEHK . .. �, - coNr.FrrrcuFn wnrzNiNcsuRrnr,� i- � �.' ... � v�Rnr,n�,R�cnz,�-�oi� = - - s kOHDVfHV FFVVINC� � W���H � � Bl1FFEH OF:OTHEN I � - 6" CASi IRON TRENCH GRATE, "OLYMPIAN" SEEPLt1N5) FLANVIEW: � �i��tun,�N^iii unnuiH '�- GONCRCTCGIJR6, �� � � � Nc�IWWHLKABLE BYIRONSMIhi (� .p_______ � _ � --- r�usri Honowm Pn�iw� (see PV�NS) FLANVIEW: -- GONG'kN6GUKB,F < ;RC��. , ) (HEF. � � NOTES: NOTES: I SCC DP.qSION 32 � THC SPCQ�IC�TIONS �OR /1DDITION/\L M�ORI:MTION. I. SCC DI\/ISION . 2 O� THC SPCOI�ICATIONS �OR ��DITIONAL M� RI'�A/1TION. O 3 O 2 CQNCRETEPAVIN�JOINTS SCC /�4'L-�Vi �ORJOWT�CTNLS. 2 CONCRETEPAVINSJOINTS: SCC/K!L-�0� �ORJOINTDCrNLS. 3 COMPLV WITH GUHB HAINP DRAJVING INDEXAND GENEPJiL NOTES. HEFEF:TOASjL-�02_ 3_ GOMPLV WITH GURB HHMP DHAWING INOEXAND GENEHAL NOTES. F:EFERTO , . 4. THE BOTTOM EDGE OF THE HAMP /ANO TOP OF GUBB SHALL BE FWSH WITH THE EOGE OFADJ/ACENT P�VEMENTAND Gl1TTEF: LWE. 4_ THE BOTTOM E�GE OF THE P./�MP /1ND TOP OF Cl1HB SH/�LL BE FWSH WITH THE EDGE OF/�DJAGENT PANEMENT �ND GUTTEB LME 5. CUKB kAMI' 9UkFHGE 9HALL 9E COAk9E-RhOOINED TW\N9VEKSE TO THE KUNNING 3LOf E 5_ CUhB kAIVIP SUKFHOE 9HFlLL BE OOAk9E-RkOOMED TKAN9VEKSE TO THE kUNNING 9L01'E. RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions ofSta�eantlLocalCodes 'HAN 2AQ'/n PEF.PENDICULAF. CUF.E F.AMP W/ hDJACENT WALKAELE SUF.FACE City of Carmel ��� ��� TRANSITION CURE RAMP (CONCRETE) Ho DETAIL ��E��EIVGIGULAR CURFS P.AMF (GC7NCRETE) P-��T�. � :z -,,_,. onrE: 09/19/19 I � h'�N��� �� SIUNP/HLK �'�� OR OTHCR \ VVALKAELE E S � LlF t SURNVCE F L I >R � � cuRe Rnnnp oRnwinic inioex: NOTE: roNTRnr,TOR To �or,nT�n�� coNNecrioN PoiNTs ro n�ioio JO�NrS FUkNISHING CONCKETEI'AVWQ SEEf IANS YKt-UKILL HOL69 W GONGkN 6 FnwNr, ro ncc�FT nNcrio� $TAINLC$$ $TCCL{1N(:HC�R I1ND SGRCW OONCRCT� 51 Afl F� FUf��IISHING AIVGHC7f� L-� 3,_��_��, � SUR�/ArC � GRA[1F FRFAK . � � CUHeFWSH`!lITH � PAVCMCNT/1ND "� n rr�� uN� i ,l - t �� VEPTIC�LCl1BE e .. (.R�?SS sL0 O(/ Te� S( � _� - OF f � -- ___ < �� `,, ���_� s � GLFJ\kSPHG6 .........� cr:osswn�K �4AFKMGS �� r-� -.- 1-1/4" % 1-7/4" % 1/4" STEEL ANGLE � .---CONIINUOUS ME1AL SKIRi ; -- =- � PERMEABLE UNIT PAVER � $8 WASHED AGGREGAiE SETTING BED � - 1 7' ROUND ANCHOR WELD TO FRAME / 'L�L ' 1 7� �IA WEEP HOLES � 17� O.C. MAXIMUM " � - ryy - " a . �1 • ,'��, ;�:a; ;a '�� '�� ',� „ .--. $b COMPACTED STONE AGGREGAiE � '� ����� rnoucH FORMEo iN coNCREtE ( j.� = N1 WASHED S1�NE AGGkEGAIE � II -- �- COMPACTE� SUBGRA�E - I - �_I_=___ � ns CURB RAMP DRAWING IIVDEX � GEIVERAL NOTES n� SECTIOIV � TRENCH DRAIN P]OTnY ��e P]OT.S � e 1,=��0�. ZP Investment�, LLC C)ffice North Illinois St Carmel, II� 46032 ZP hrveshnents, LLC 114( 9 N Meridl;in 9reel Carinel IN 46032 317-70:�-5050 Archltect / LandscaF�E ArcYitec[ . __._._... .......... RATIO 101 Soulh Pcnnsyhrmia Slrn:l Indianapolis.lndiana 4fi204 317-633-4049 Struc�uralEn�ineer ____ ____ ____ CE Solutions 19 ShoShone Dn Carmel, IN 46032 317-i246'024 MechanicallElectricalEn�ineer ____ ____ Heapy Engineering �� S�SO Priority Nlay S Dr�LU4 Ind7unc,polis,IN 4s2aa J17-571-8795 Civil En�ineer ___ Civil anJ EnvironmentTl Consultants, Inc. L30 E Ohio Sireel � Indinnapolis, IN 46z94 31 /-6�5-/ / / / SEAL�CIA7E Oti/1U�19 SHEETISSUE � �9p'/,fpBEAIVf1SHELL 9'b�93113 60N3TF.p�]TION L10Cl1MENT5 2 IDHS PEVIEW Ofii10113 3 AC�LS�y123F.'2suGmiLil �GH7114 4 Issued�orConsUuctian 06�21113 i ^ r��y l� 9'; � I r D �� `:w i ] i iv PROJECT NO. IGOF,7_001 SHEET TITLE SITE DETAILS SHEET �IUMBEhi L-702 SECTION VIEW'MA': / i niarwiu��i � i,r.ni=�nn�ii�- � iiNnrvmn��i /