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HomeMy WebLinkAbout29-96.41w w Cn 00 CU rn E„ U cu v C_ Iy J 0 l2 I- rn Cu v3 v m to LD rn u_ STOP Sign (R1 -1) rFID•Sign (PI YI\ Fin R1 -1 RI -7 30" x 30" 30" x 30' x 30" �-- SPFED LIMIT Signs (R2 - -1) FAR SPEED R1 -4 LIMIT P' ' 24' 251 R1 -3 12" x 6" NOTES: 1) Sirs shall be sngle faced.ilh Engineering rode nA!ctorized the•1 ^+�.en n�AO- thick alumisum Sheet maleriol per MDOT Standard Snxircatians 9121P. 2) Polls shall be 11' -O' loaq, 3 th /Il green pointed or anlvanb•d rhnn^e1 San pad per MCI Stmilord SpeciE,cotinn 909.11, 3) AN sign sizes, shapes, caMrs and mnlerld shall meet the InAinna u,m n1 nn Uniform T,nfrc C-trol Devices . TYPICAL SUBDIVISION REGULATORY SIGNS ll") SfAlj HAMILTON COUNTY HIGHWAY DEPARTMENT RFsRSCD J�11 T1fjwD Pt. AN S PFCOVW)FD: -_:—;: , —_. - - -- --- HAMILTON CPNlIT ENWER DATE �y�-- APP?n'FD: t��+y. s1L„'Jr -� - _ r -�- 93 _ _ NAN(ION Ca 11111 DMEC INN DAR I10M 0610 - & .ItI�. rw a TrR •c -T ACAPT[o AS ^.EURI -r 4.5" T.C. ELEVATION co /7AT THIS POINT 4.5" LOMPOIN r a 4 a n . . to , . e , 0. 0 0 0 0. 0.0. o o• p • o• o 0.0.0.0. 0 0 0 0.0.0 0 • 00.0. SUBG BADE 0 0 0 0 0• 0. 0• 0 0 0, 0 0• 0 0 0 AGGREGATE 000004 0#0 0 o P 0 0 0 o. 0 0. o. DEPTH VARIES 0 0 0 0.00 0, 0,0 0 ad- 0 0 O 0, o. 0. o• o. 0• 0 0 0 0 0 00. 0 0 0 0 0 0 0 0.0. 0.0.0• o. 0 :e.0: O 0 0 0. 0 0 0 0 0 0 .0000 O 0 0,000 0 O O.0• o• o. 0. 0. 0.0 00. S.000.00 0 O• 0 O p NOTES: EXPAN" IJOMTS ARE REQUIRED AT STORM IN ETS. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPAMa SPACING SMALL BE 5' ON CURVE RADA. CONTRACTION JOINTS SHALL BE TOOLED OR SAWN N CONTINUOU SLY POURED CURBS TO A DEPTH OF 1/2' MN. VALLEY GUTTER DETAIL NOT -70 -SCALE Pr-COMINDED ANN Inv CDl)NTY CNCIATEER DATE APPPOVEP "A �'L Trpl Crnr,TY pmECzDq DATE YAMEn ^� ,11 II MIN. 6,041"0 ALLIUINUU — pz n n q COr!5c RAI■A1 Ir 11114 DOUBLE FACED CREEH - - Er T ,Ru REFLECTORIZED ENGINEER GRADE - _ F, S t-14 -E _C'•_P`jtol CKGPOIJND PER STANDARD SPECS M1.IFR7 _ _ CInEMILJ( SEC. 91210 AND /' Y"IE P ^An - - - - -- :CTr)PIZED ENGINEER GRADE LETTERS. STOP WN FACE OF C11" - I I -NN 6'Y to 12 t - _ MINOR CROSSROAD URQAN INTERSECTION ASSEMBLY (SIE BELOW) ' Breen LIMIT IBS./FT. GREEN GAINED C• r,ALVANIZED Cl1QfTFD CUPPED �]5 CHANNEL SIGN POST PER STANOARO SPECS SFC,TION SECTION L SEC. 909.1 A(n) 1_ I u'•f V DRIVEN OR SET M IIII --�• • * --� rf)VPACTED SACYFILL IIII -'-.- - • - -- - y- • -y- -- IIII tin T rtes ll ,', AA +...n infn.mnl�nn •nnv • InMA m IN. 11•'■'Yn Yv.MI nn Ilnir..•w t. -'4 nnnlrnl D•v l I I r'71, Streele shall be sa ind2aled an the, W1 hand sNe of the sign .ifh dun! Les• . 1 I/2 block letters on vii r4ioctorized bneFgalnd p•e'ed -ng the street name. 7) Dae 090 ass —hly Shall he Iarq -1 of enrh nl.aecl n the nnrlhensl cn.a!r .h•^ r SUBDIVISION SIGN PLACEMENT 3) Slop sins shoe at be instme,f ne the street Home sign Posts. Nn SCUT _ SUBDIVISION STREET NAME SIGNS NO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT HAMILTON COUNTY HIGHWAY DEPARTMENT - -� REC0IAENDFO - -y -.ma" -r - -- -- 111 -L"N C"', Lora -- - , NAl1Aracarr ry (NOIRIA DAR __ _ c APPP,OVFO /enter /�-J4 '- .�«4 �!-S_9 `-' -2 Arron -rn - ?- "e y -S-93 - V J - NA "ua TOP OF CURB PAVEMENT VTRANSVERSE BOTTOM OF CURB TRANSVERSE EXPANSION JOINTS CONTRACTION JOINT§ * * * *' WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 20 FOOT SPACING. CURB JOINT ULI•AIL 1 -0" 4' -0" ss1AE r Tnst w!'MM1' w 111TV Ilwl / ssRi c AAIAA IC 1 1'" lie W •fl T I1ITP I ke ■■M M 11TPQT IIIOf/A -Mf NOTE: 1) THE MAX. SLOPE (--- ---• -) OF RAMPS IS 1:12 2) ALL RAMP SURFACES TO HAVE DETECTIBLE WARNING SURFACE THAT COMPLIES WITH A.D.A. REQUIREMENTS. 3) HOME BUILDER'S CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF THE A.D.A. RAMP WITH TACTILE SURFACE. (NO RAISED DOMES NOR PAINT) TYPICAL HANDI- CAPPED RAMP AT CORNER NOT —TO —SCALE 2"1 1 � 13' -O' 1 13'- COMPACTED BACKFILL• in 4 rA ri 0.0 • 010 0 �o A(GAM WITH VARIES 3 co00 0000 000 A 0 b0 '00 o. of o. CONCRETE ROLL CURB & GUTTER (TYPE 1) (D.O.T. STMR~ RAN 12 -01) NOT-TO -SCALE RECOMENOED: NAM!R1l1 C"ry OATS APPROVED' NAW n ORCION _ OAT- 2' -O" � � • OlR1� M 1 r Nn IIIAa. spitaga r PIP ILA& sssillwo r on a" lower 'f •� is ,■: ,;% tl• f�!• � r /•'�: !'�' •• :� i '7 •r r foram r fql[ MS t .+ ;��• • ir` Y pl "A M� rr i i 7• E foram wwse t wliwl�� sllsols[ M.c.R.s TYPE I PAVEMENT COMPOSITIONS 3' TO 4' (75m, TO 100mrn)'HIGH LETTER TO BE STAMPED AS FOLLOM. S Is tar Storm Steam SS Is for Swft" Safe D Is for Subunlium or Bass Drab C Is for Conduit G Is for Gw W Is for MAotw A srru . NOTES I. CURB TO BE STAMPED AT ALL LOCATIONS WH17tE ANY OF THE ABOVE CROSS UNDER A CURB. 2- LETTER TO BE STAMPLED PRIOR TO CONCRETE SETTING UP, 1NIENEVER POSSIBLE. 3. STAMP TO BE A MINIMUM OF 1/2 INCH (10nsn) DEEP, CURB STAMP NOT-TD-SCALE RECOMMENDED - ��.•r� 2 -Zi -�l HAMILTON COUNT`( ENGINEER DATE APPROVED 7w a COUNTY Y DIRECTOR DATE SHOULDER, TOPSOIL, SM OR Soo, AS REQUIRED TO MATCH EXISTING PMTS OF MJLL DEPTH SHOULDER SECTION CURS SECTION ALL CUTS MADE M OR UNDER ANY ROAD SUMTAM !ULL SE SACM%LW NITH ORAMAM MAMMAL. OM A CUT EJTHER TRANSVVIISES OR PARALLELS THE ROAD SURFACE Q1t1111ULAR AACKML SHALL K PLACED M THAT PORTION OF THE CUT. THE ENTIRE EXCAVATED AREA OTMI N THE MOHT -0F WAY. MAMMAL PLACMff AND COWACTION SHALL CONFORM TO GENERAL ORDINANCE NO. 24, 198.'1, SECTION 26-328 r •w. 4'-0' 11 SHDEWAJ(, TOPSOIL, SEED OR Soo, AS REQUIRED TO MATCH EXISTING 3' TOPSOR. SLED OR soD AS REOt11RED TO MATCH EXISTING PAVEMENT SURFACE EXISTING CRAM Jf COMPACIED EVITIM SACIOXL USING MECHANICAL COMPACTION L_j f EQUIPMENT STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS STANDARD PLAN 92 -01 St 92 -02 NOT - TO -SCALE OR SIDEWALK SURFACE ' A00REGAI p DEPTH VARIES Q or 0: %0 p 0 02 '0 4.0 0 • 0 • • ° • �D 00 6 0' I 1b HASHED GRAVEL • 0 0 • • • OR CLASS 'A" WASHED STONE e • • 0 • p 0 S' (MN. • e • 00 0 • SSD MAIN • 0 • e 0• 00 a t PIPE DUMPER • • MN. e' SUS SURFACE DR 3" x4 2" MIN w". NOTE'S 18" MAX. NSTAt1ATION OF UNDERORAM !HALL OOIWORMN 10 SECTION 71S OF M INDIANA DEPARTMENT OF TRANSPORTATION STANDARDS SPECIFICAT"Ift UM MRa OG SHALL NOT BE INSTALLED UNTIL FINAL ORADM(i R COMPACTION ON SUSORAM. AfY OONTAANAl10N OF UI0E7111DRAIN MCIOHLL SMALL SE REMOVED PRIOR 10 NSTALL1ITION OF AGGREGATE BAS, U NDOWROM SHALL NOT HIE INSTALLED UNTIL U11lJM LOCATED WwATii THE WDERORANS ARE N PLACE (LE wATMAINS, STORM SEVERS, SANITARY MVERS, ETC.) PIPE UNDERDRAIN NOT TO SCALE E I t1i 5 W , , Nm■■■rnl,rrr,'',,,,,,,' = o A lD ',,',,,��� 'rrA►r Ilssas`���,,,,,, Inqq M W ' IA Z. M co m PECOMENDED: HMRTON C"ry DWEp DA 1[ APPROVED: 'Y- 6 -!y HAUEION rT CTOII DATE J l>S./FT, W4EEN PANTED OR GXVANI2ED CHANNEL SIGN POET PER STANDARD SPECS. SEC. 909.14(a) O O O RED° .REFLECTOR A O O O O Q oRlvoN OR SET I (X7MPAC1E0L -"" . "III! , I .. ,''1111 ', •'� NOT , ' -^-- 1. a i -- _S ] PH P�- TROORASDARE TO SE MOUNTED SMPALWMCALLTYEAONNF ALNOtCd -NCH 2. MAR)c 1)eEA��TO DE SET EMVE sY A %T,D t �I A A1}IE ROAD. ATiON. END OF ROAD MARKERS NOT -TO -SCALE RFsRSCD J�11 �q[Z�p` STANDARD PLAN S - 4 AP.ROV@ AANa M�� Zli" U I10M 0610 - & .ItI�. rw a TrR •c -T AWNKT 10 R AAI� TYMPAI CTOVET C "C— "WPTIeW tf 0P LAA H UVW OF NIUMOM MATMAII. Vr= AND FACE OF CIAISt TAO( ODAT (PO 04A SRC•!) r Nn IIIAa. spitaga r PIP ILA& sssillwo r on a" lower 'f •� is ,■: ,;% tl• f�!• � r /•'�: !'�' •• :� i '7 •r r foram r fql[ MS t .+ ;��• • ir` Y pl "A M� rr i i 7• E foram wwse t wliwl�� sllsols[ M.c.R.s TYPE I PAVEMENT COMPOSITIONS 3' TO 4' (75m, TO 100mrn)'HIGH LETTER TO BE STAMPED AS FOLLOM. S Is tar Storm Steam SS Is for Swft" Safe D Is for Subunlium or Bass Drab C Is for Conduit G Is for Gw W Is for MAotw A srru . NOTES I. CURB TO BE STAMPED AT ALL LOCATIONS WH17tE ANY OF THE ABOVE CROSS UNDER A CURB. 2- LETTER TO BE STAMPLED PRIOR TO CONCRETE SETTING UP, 1NIENEVER POSSIBLE. 3. STAMP TO BE A MINIMUM OF 1/2 INCH (10nsn) DEEP, CURB STAMP NOT-TD-SCALE RECOMMENDED - ��.•r� 2 -Zi -�l HAMILTON COUNT`( ENGINEER DATE APPROVED 7w a COUNTY Y DIRECTOR DATE SHOULDER, TOPSOIL, SM OR Soo, AS REQUIRED TO MATCH EXISTING PMTS OF MJLL DEPTH SHOULDER SECTION CURS SECTION ALL CUTS MADE M OR UNDER ANY ROAD SUMTAM !ULL SE SACM%LW NITH ORAMAM MAMMAL. OM A CUT EJTHER TRANSVVIISES OR PARALLELS THE ROAD SURFACE Q1t1111ULAR AACKML SHALL K PLACED M THAT PORTION OF THE CUT. THE ENTIRE EXCAVATED AREA OTMI N THE MOHT -0F WAY. MAMMAL PLACMff AND COWACTION SHALL CONFORM TO GENERAL ORDINANCE NO. 24, 198.'1, SECTION 26-328 r •w. 4'-0' 11 SHDEWAJ(, TOPSOIL, SEED OR Soo, AS REQUIRED TO MATCH EXISTING 3' TOPSOR. SLED OR soD AS REOt11RED TO MATCH EXISTING PAVEMENT SURFACE EXISTING CRAM Jf COMPACIED EVITIM SACIOXL USING MECHANICAL COMPACTION L_j f EQUIPMENT STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS STANDARD PLAN 92 -01 St 92 -02 NOT - TO -SCALE OR SIDEWALK SURFACE ' A00REGAI p DEPTH VARIES Q or 0: %0 p 0 02 '0 4.0 0 • 0 • • ° • �D 00 6 0' I 1b HASHED GRAVEL • 0 0 • • • OR CLASS 'A" WASHED STONE e • • 0 • p 0 S' (MN. • e • 00 0 • SSD MAIN • 0 • e 0• 00 a t PIPE DUMPER • • MN. e' SUS SURFACE DR 3" x4 2" MIN w". NOTE'S 18" MAX. NSTAt1ATION OF UNDERORAM !HALL OOIWORMN 10 SECTION 71S OF M INDIANA DEPARTMENT OF TRANSPORTATION STANDARDS SPECIFICAT"Ift UM MRa OG SHALL NOT BE INSTALLED UNTIL FINAL ORADM(i R COMPACTION ON SUSORAM. AfY OONTAANAl10N OF UI0E7111DRAIN MCIOHLL SMALL SE REMOVED PRIOR 10 NSTALL1ITION OF AGGREGATE BAS, U NDOWROM SHALL NOT HIE INSTALLED UNTIL U11lJM LOCATED WwATii THE WDERORANS ARE N PLACE (LE wATMAINS, STORM SEVERS, SANITARY MVERS, ETC.) PIPE UNDERDRAIN NOT TO SCALE E I t1i 5 W , , Nm■■■rnl,rrr,'',,,,,,,' = o A lD ',,',,,��� 'rrA►r Ilssas`���,,,,,, Inqq M W ' IA Z. M co m PECOMENDED: HMRTON C"ry DWEp DA 1[ APPROVED: 'Y- 6 -!y HAUEION rT CTOII DATE J l>S./FT, W4EEN PANTED OR GXVANI2ED CHANNEL SIGN POET PER STANDARD SPECS. SEC. 909.14(a) O O O RED° .REFLECTOR A O O O O Q oRlvoN OR SET I (X7MPAC1E0L -"" . "III! , I .. ,''1111 ', •'� NOT , ' -^-- 1. a i -- _S ] PH P�- TROORASDARE TO SE MOUNTED SMPALWMCALLTYEAONNF ALNOtCd -NCH 2. MAR)c 1)eEA��TO DE SET EMVE sY A %T,D t �I A A1}IE ROAD. ATiON. END OF ROAD MARKERS NOT -TO -SCALE UTI� SECTION A -A •A• U) M 6 W W U 0 Q� 0 W V) Z J En I LL. w UJ Z Z w Z J v Z O 1 T Z e< W o K U VERTICAL FLARE Z — SECTION B -B HORIZONTAL FLARE NOT —TO —SCALE V) /^J D L.1.. 1 w p — '"" 17.-,7 :;� ..••• I (� (n W I I � `- - - Z LLJ o Z o @_ Ism RFsRSCD J�11 �q[Z�p` STANDARD PLAN S - 4 AP.ROV@ AANa M�� Zli" UTI� SECTION A -A •A• U) M 6 W W U 0 Q� 0 W V) Z J En I LL. w UJ Z Z w Z J v Z O 1 T Z e< W o K U VERTICAL FLARE Z — SECTION B -B HORIZONTAL FLARE NOT —TO —SCALE V) /^J D L.1.. 1 w p — '"" 17.-,7 :;� ..••• I (� (n W I I � `- - - Z LLJ o Z o @_ Ism U 11-- U V Z Q O a- U W J LLI Of Q F�H1ACFWa�•)0 ®SIAM FM�FWA•7mA WTOM M0 IU-0MF:P=E.M11111111KIIIIIIII EWA r_aW 11-M SPUN OWLE 03M [WAR [I�L31L:C33•L7 ,• I'�13:WE��173•�'�7LW-T- MWUNFWLEOW0 ' A umLi/Ap"a FKrell Sam IFE-0ErM off man FWLIIFMmp �ma FIR4 � MUM �� IF- Off-=KWaOHM @ffZ1 [• •�L-WLl ®© •a 1• �Mff-M K*TMKFM KEN Ci =MIKE EWA3 si =i OT-Me ®Effn EIMi f R� A- MR= E1"Ic U NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH SHEET NO. APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. 1 9 PRECAST CONCRETE END I% SHEETS of SECTION DETAIL NO. 195848 U 11-- U V Z Q O a- U W J LLI Of Q U NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH SHEET NO. APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. 1 9 PRECAST CONCRETE END I% SHEETS of SECTION DETAIL NO. 195848