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HomeMy WebLinkAboutDec 13 2001 21 Construction DetailsU aa... 0 S 3 v J 0 I- 3 v 0 0 0 a` LL 2' RO t.: PLACE EXPANSION JOINT RAjs - AT BACK OF CURB LINE B B OR AT SIDEWALK LINE 2' ROLL CURB C MAX. RAMP SLOPE 1'/FT. A� CLAXC;C{ "A" riVIY Ci. RAMP PLAN VIEW PAVEMENT SIDEWALK 4ii�B= VAR. VAR. 4• . �Wf�TR -07 RAMP SIDEWA 1 4' MIN SECTION A -A CONTRAC71 JOINT (TYP. SECTION B -B +S•' - SECTION C -C TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED NOTE: WHERE STORM DRAINS CONFLICT WITH RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN. 1' H.A.C. SURFACE f11 OR #12 3" H.A.C. BINDER #9 •'' 't -_` '- 5" COMPACTED STONE NE BASE ;fE53 a COMPACTED STONE SUB -BASE #2 COMPACTED SUBGRADE TYPICAL PAVEMENT COMPOSITION NOT -TO -SCALE BACK OF CURB 5' -0" MIN. MIN. R/W �� i fVr .7fAf. : rY'. • "y`. i� c . .g SON. x • . MIN. 4' MIN. 4' `�� I PREPARED SU90RADE I PROPERTY LINE TYPICAL SIDEWALK SECTION NOT -TO -SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATEp"AL To THE REQUIRED ELEVATION AND OOMPACTED IN LAYERS NOT TO EXCEED So IN DEPTH. SUBORADE UNDER ALL CURB e SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SEC71ON 207.02 OF THE STANDARD SPECIFICATIONS. CONCRETE SIDEWALK NOT-TO-SCALE s Is° f'a a Cl.,C'a.c °ry o stY�tA•7E aw'R:a,t,-_ clan+ vaaEi V 's•: e p 'IMl..tl:s G'.dt' °iL �,Tli -F• 'I, o4d n w s �►au a = �Irx DtFitt:Tc7i ty.' wru:. ifTa. ti• `.).iB SFlif 'b.>: DR,sltt. NOTES FssigAcfsr. of anc•:dreii fhet ur.?xri tp sritign 718 e' by c.3a:c 15�oe1'tmset # Tts•xigrtstisn iJnccr^•rgiss shgl: rut ,t gatgtf6 an;i fr•a g�o�nc rn�: ocnpgctilri s csmgety5 r. at,�trcie. 4yY �SyTltgnl:peilq� pf 't1'�SC•'yt^• AxJ:a1F $'•7;1 np SY8g7aii I/tle! t9 �:Gii]tipy at ggqryygty base. Uyrercrgias snyt' tspt �.'• tlStpkp yn't 4tlltalY 'W�1{C �`2111C�i1 'tF@ Vi'PNN�r�AS are C p6>f, i,I.E r,Y,62PS.21lS. � 5dtlCS, f91'rQY 41c11fCd, eca.l .. PIPE UNaERDRAIN w� sue HAMILTON {AUNTY H!(�WAY DEPARTMENT RiG^.AtENC£3:�-'. -..'- �- �•'% -pJ3 STANNl.�4G PA!,' rz 3NPi lifa3SY3� - a3PJdPn wl�:a? � ti31L35 ntfl'1EtH'S _o _SS�p Y � a � � t4 -� Y�rT1N x HAMILTON COUNTY HIGHWAY DEPARTMENT 1 I i�InsED: E�_,: �s sra+�Ara� �_Ar; :fA•PF711 ",Yaw" Y� I �� I. STREET CONSTRUCTION 1. All new pavement construction shall comply with current Hamilton County Road Standards and those of the Indiana Department of Highways (IDOH), with respect to design, materials and methods of construction. 2. The upper 6- inches of subgrade shall be compacted to 95R standard proctor density with proper moisture control. 3. Trenches within the subgrade area shall be backfilled with granular material compacted in lifts to conform with Section 715.08 of the Standard Specifications. 4. Subgrades & backfilled excavations shall be inspected and tested by the County Engineer and approved prior to paving. 5. No traffic will be permitted on the subgrade prior to paving. 6. Proof rolling (if required) shall be done with a rubber tired roller in accordance with Section 203.26 of the Standard Specifications. 7. Any unacceptable portions of the subgrade must be corrected by the contractor by methods acceptable to the County Engineer, reinspected and approved by the County Engineer prior to paving. II. CURB, GUTTER AND SIDEWALK CONSTRUCTION 1. All concrete used to construct curbs, gutters and sidewalks within the street rights - of -way shall be Class A and shall be properly cured and protected against loss of moisture and extreme temperatures by methods approved by the County Engineer prior to construction. 2. All concrete shall be protected from rain damage. Any concrete damaged by rain shall be replaced at the Contractor's expense. 3. 1 -inch Transverse Expansion Joints will be required at all cold joints and on each side of all inlet structures. Joints shall be filled with preformed joint filler. 4. Transverse Construction Joints shall be installed at 10 -foot intervals, and shall be filled with 1/4 -inch preformed joint material. 5. Curbs shall be promptly backfilled after curing protection has been applied. Backfill shall be compacted as soon as practical below the curb. Regrading will be necessary as the backfill settles to insure grade below the curb. 6. All sidewalks shall conform to Section 604.03 of the Standard Specifications. Sidewalks will be 4' -0" in width and 4- inches thick, except where crossing driveways they shall be 6- inches. J DO 50' R /W 30' -0» TOO f ff 2f_off !n f_off 4'_01 f 5f_o» 2p-Opt 1 3' -off 139_019 5, -0„ 4, -0„ CIRB RECOMENOED: f S S7ANDiJ�D P1A.N W f_ » IL 1 0 SIDEWALK 4• THN�C SIDETMALK 4• _ _ SLOPE 1 /4' FT. r • SLOPE: 1 e FT. SLOPE: 1 4' FT. s • 4 y�N MATEfAALGRANULAR � n . . • • • - • - • _ • • a MW. 3• TOPSOIL •• ' : ' ROLL t GUTTER MATERIAL�µU • •! STONE BASE lO =� �Fffl Y D: t'.'• EXTEND UNDER �. = TEMPORARY SEEDING SHALL BE DONE • '. COMPACTED IN ACCORDANCE WITH SECTION 621 . ,+ OF I.D.O.H. SPECIFICATIONS VNTHIN SUBGRADE f d THE STREET RIGHT -OF -WAY- :•0 TYPICAL STREET CROSS - SECTION � �OEp ,, � NOT -TO -SCALE ��� •• . �� , Is° f'a a Cl.,C'a.c °ry o stY�tA•7E aw'R:a,t,-_ clan+ vaaEi V 's•: e p 'IMl..tl:s G'.dt' °iL �,Tli -F• 'I, o4d n w s �►au a = �Irx DtFitt:Tc7i ty.' wru:. ifTa. ti• `.).iB SFlif 'b.>: DR,sltt. NOTES FssigAcfsr. of anc•:dreii fhet ur.?xri tp sritign 718 e' by c.3a:c 15�oe1'tmset # Tts•xigrtstisn iJnccr^•rgiss shgl: rut ,t gatgtf6 an;i fr•a g�o�nc rn�: ocnpgctilri s csmgety5 r. at,�trcie. 4yY �SyTltgnl:peilq� pf 't1'�SC•'yt^• AxJ:a1F $'•7;1 np SY8g7aii I/tle! t9 �:Gii]tipy at ggqryygty base. Uyrercrgias snyt' tspt �.'• tlStpkp yn't 4tlltalY 'W�1{C �`2111C�i1 'tF@ Vi'PNN�r�AS are C p6>f, i,I.E r,Y,62PS.21lS. � 5dtlCS, f91'rQY 41c11fCd, eca.l .. PIPE UNaERDRAIN w� sue HAMILTON {AUNTY H!(�WAY DEPARTMENT RiG^.AtENC£3:�-'. -..'- �- �•'% -pJ3 STANNl.�4G PA!,' rz 3NPi lifa3SY3� - a3PJdPn wl�:a? � ti31L35 ntfl'1EtH'S _o _SS�p Y � a � � t4 -� Y�rT1N x HAMILTON COUNTY HIGHWAY DEPARTMENT 1 I i�InsED: E�_,: �s sra+�Ara� �_Ar; :fA•PF711 ",Yaw" Y� I �� I. STREET CONSTRUCTION 1. All new pavement construction shall comply with current Hamilton County Road Standards and those of the Indiana Department of Highways (IDOH), with respect to design, materials and methods of construction. 2. The upper 6- inches of subgrade shall be compacted to 95R standard proctor density with proper moisture control. 3. Trenches within the subgrade area shall be backfilled with granular material compacted in lifts to conform with Section 715.08 of the Standard Specifications. 4. Subgrades & backfilled excavations shall be inspected and tested by the County Engineer and approved prior to paving. 5. No traffic will be permitted on the subgrade prior to paving. 6. Proof rolling (if required) shall be done with a rubber tired roller in accordance with Section 203.26 of the Standard Specifications. 7. Any unacceptable portions of the subgrade must be corrected by the contractor by methods acceptable to the County Engineer, reinspected and approved by the County Engineer prior to paving. II. CURB, GUTTER AND SIDEWALK CONSTRUCTION 1. All concrete used to construct curbs, gutters and sidewalks within the street rights - of -way shall be Class A and shall be properly cured and protected against loss of moisture and extreme temperatures by methods approved by the County Engineer prior to construction. 2. All concrete shall be protected from rain damage. Any concrete damaged by rain shall be replaced at the Contractor's expense. 3. 1 -inch Transverse Expansion Joints will be required at all cold joints and on each side of all inlet structures. Joints shall be filled with preformed joint filler. 4. Transverse Construction Joints shall be installed at 10 -foot intervals, and shall be filled with 1/4 -inch preformed joint material. 5. Curbs shall be promptly backfilled after curing protection has been applied. Backfill shall be compacted as soon as practical below the curb. Regrading will be necessary as the backfill settles to insure grade below the curb. 6. All sidewalks shall conform to Section 604.03 of the Standard Specifications. Sidewalks will be 4' -0" in width and 4- inches thick, except where crossing driveways they shall be 6- inches. J DO 50' R /W 30' -0» TOO f ff 2f_off !n f_off 4'_01 f 5f_o» 2p-Opt 1 3' -off 139_019 5, -0„ 4, -0„ RECOMENOED: f S S7ANDiJ�D P1A.N W f_ » IL 1 0 SIDEWALK 4• THN�C SIDETMALK 4• _ _ SLOPE 1 /4' FT. r • SLOPE: 1 e FT. SLOPE: 1 4' FT. s • 4 y�N MATEfAALGRANULAR � n . . • • • - • - • _ • • a MW. 3• TOPSOIL •• ' : ' ROLL t GUTTER MATERIAL�µU • •! STONE BASE lO =� �Fffl rz 3NPi lifa3SY3� - a3PJdPn wl�:a? � ti31L35 ntfl'1EtH'S _o _SS�p Y � a � � t4 -� Y�rT1N x HAMILTON COUNTY HIGHWAY DEPARTMENT 1 I i�InsED: E�_,: �s sra+�Ara� �_Ar; :fA•PF711 ",Yaw" Y� I �� I. STREET CONSTRUCTION 1. All new pavement construction shall comply with current Hamilton County Road Standards and those of the Indiana Department of Highways (IDOH), with respect to design, materials and methods of construction. 2. The upper 6- inches of subgrade shall be compacted to 95R standard proctor density with proper moisture control. 3. Trenches within the subgrade area shall be backfilled with granular material compacted in lifts to conform with Section 715.08 of the Standard Specifications. 4. Subgrades & backfilled excavations shall be inspected and tested by the County Engineer and approved prior to paving. 5. No traffic will be permitted on the subgrade prior to paving. 6. Proof rolling (if required) shall be done with a rubber tired roller in accordance with Section 203.26 of the Standard Specifications. 7. Any unacceptable portions of the subgrade must be corrected by the contractor by methods acceptable to the County Engineer, reinspected and approved by the County Engineer prior to paving. II. CURB, GUTTER AND SIDEWALK CONSTRUCTION 1. All concrete used to construct curbs, gutters and sidewalks within the street rights - of -way shall be Class A and shall be properly cured and protected against loss of moisture and extreme temperatures by methods approved by the County Engineer prior to construction. 2. All concrete shall be protected from rain damage. Any concrete damaged by rain shall be replaced at the Contractor's expense. 3. 1 -inch Transverse Expansion Joints will be required at all cold joints and on each side of all inlet structures. Joints shall be filled with preformed joint filler. 4. Transverse Construction Joints shall be installed at 10 -foot intervals, and shall be filled with 1/4 -inch preformed joint material. 5. Curbs shall be promptly backfilled after curing protection has been applied. Backfill shall be compacted as soon as practical below the curb. Regrading will be necessary as the backfill settles to insure grade below the curb. 6. All sidewalks shall conform to Section 604.03 of the Standard Specifications. Sidewalks will be 4' -0" in width and 4- inches thick, except where crossing driveways they shall be 6- inches. J DO 50' R /W 30' -0» TOO f ff 2f_off !n f_off 4'_01 f 5f_o» 2p-Opt 1 3' -off 139_019 5, -0„ 4, -0„ RECOMENOED: f S S7ANDiJ�D P1A.N W f_ » IL 1 0 SIDEWALK 4• THN�C SIDETMALK 4• _ _ SLOPE 1 /4' FT. r • SLOPE: 1 e FT. SLOPE: 1 4' FT. s • 4 y�N MATEfAALGRANULAR � n . . • • • - • - • _ • • a MW. 3• TOPSOIL •• ' : ' ROLL t GUTTER MATERIAL�µU • •! STONE BASE lO =� �Fffl Y D: t'.'• EXTEND UNDER �. = TEMPORARY SEEDING SHALL BE DONE • '. COMPACTED IN ACCORDANCE WITH SECTION 621 . ,+ OF I.D.O.H. SPECIFICATIONS VNTHIN SUBGRADE f d THE STREET RIGHT -OF -WAY- :•0 TYPICAL STREET CROSS - SECTION � �OEp ,, � NOT -TO -SCALE ��� •• . �� , o 3NPi lifa3SY3� - a3PJdPn wl�:a? � ti31L35 ntfl'1EtH'S _o _SS�p Y � a � � t4 -� Y�rT1N x HAMILTON COUNTY HIGHWAY DEPARTMENT 1 I i�InsED: E�_,: �s sra+�Ara� �_Ar; :fA•PF711 ",Yaw" Y� I �� I. STREET CONSTRUCTION 1. All new pavement construction shall comply with current Hamilton County Road Standards and those of the Indiana Department of Highways (IDOH), with respect to design, materials and methods of construction. 2. The upper 6- inches of subgrade shall be compacted to 95R standard proctor density with proper moisture control. 3. Trenches within the subgrade area shall be backfilled with granular material compacted in lifts to conform with Section 715.08 of the Standard Specifications. 4. Subgrades & backfilled excavations shall be inspected and tested by the County Engineer and approved prior to paving. 5. No traffic will be permitted on the subgrade prior to paving. 6. Proof rolling (if required) shall be done with a rubber tired roller in accordance with Section 203.26 of the Standard Specifications. 7. Any unacceptable portions of the subgrade must be corrected by the contractor by methods acceptable to the County Engineer, reinspected and approved by the County Engineer prior to paving. II. CURB, GUTTER AND SIDEWALK CONSTRUCTION 1. All concrete used to construct curbs, gutters and sidewalks within the street rights - of -way shall be Class A and shall be properly cured and protected against loss of moisture and extreme temperatures by methods approved by the County Engineer prior to construction. 2. All concrete shall be protected from rain damage. Any concrete damaged by rain shall be replaced at the Contractor's expense. 3. 1 -inch Transverse Expansion Joints will be required at all cold joints and on each side of all inlet structures. Joints shall be filled with preformed joint filler. 4. Transverse Construction Joints shall be installed at 10 -foot intervals, and shall be filled with 1/4 -inch preformed joint material. 5. Curbs shall be promptly backfilled after curing protection has been applied. Backfill shall be compacted as soon as practical below the curb. Regrading will be necessary as the backfill settles to insure grade below the curb. 6. All sidewalks shall conform to Section 604.03 of the Standard Specifications. Sidewalks will be 4' -0" in width and 4- inches thick, except where crossing driveways they shall be 6- inches. J DO 50' R /W 30' -0» TOO f ff 2f_off !n f_off 4'_01 f 5f_o» 2p-Opt 1 3' -off 139_019 5, -0„ 4, -0„ RECOMENOED: f S S7ANDiJ�D P1A.N W f_ » IL 1 0 SIDEWALK 4• THN�C SIDETMALK 4• _ _ SLOPE 1 /4' FT. r • SLOPE: 1 e FT. SLOPE: 1 4' FT. s • 4 y�N MATEfAALGRANULAR � n . . • • • - • - • _ • • a MW. 3• TOPSOIL •• ' : ' ROLL t GUTTER MATERIAL�µU • •! STONE BASE lO =� �Fffl Y D: t'.'• EXTEND UNDER �. = TEMPORARY SEEDING SHALL BE DONE • '. COMPACTED IN ACCORDANCE WITH SECTION 621 . ,+ OF I.D.O.H. SPECIFICATIONS VNTHIN SUBGRADE f d THE STREET RIGHT -OF -WAY- :•0 TYPICAL STREET CROSS - SECTION � �OEp ,, � NOT -TO -SCALE ��� •• . �� , o I �� I. STREET CONSTRUCTION 1. All new pavement construction shall comply with current Hamilton County Road Standards and those of the Indiana Department of Highways (IDOH), with respect to design, materials and methods of construction. 2. The upper 6- inches of subgrade shall be compacted to 95R standard proctor density with proper moisture control. 3. Trenches within the subgrade area shall be backfilled with granular material compacted in lifts to conform with Section 715.08 of the Standard Specifications. 4. Subgrades & backfilled excavations shall be inspected and tested by the County Engineer and approved prior to paving. 5. No traffic will be permitted on the subgrade prior to paving. 6. Proof rolling (if required) shall be done with a rubber tired roller in accordance with Section 203.26 of the Standard Specifications. 7. Any unacceptable portions of the subgrade must be corrected by the contractor by methods acceptable to the County Engineer, reinspected and approved by the County Engineer prior to paving. II. CURB, GUTTER AND SIDEWALK CONSTRUCTION 1. All concrete used to construct curbs, gutters and sidewalks within the street rights - of -way shall be Class A and shall be properly cured and protected against loss of moisture and extreme temperatures by methods approved by the County Engineer prior to construction. 2. All concrete shall be protected from rain damage. Any concrete damaged by rain shall be replaced at the Contractor's expense. 3. 1 -inch Transverse Expansion Joints will be required at all cold joints and on each side of all inlet structures. Joints shall be filled with preformed joint filler. 4. Transverse Construction Joints shall be installed at 10 -foot intervals, and shall be filled with 1/4 -inch preformed joint material. 5. Curbs shall be promptly backfilled after curing protection has been applied. Backfill shall be compacted as soon as practical below the curb. Regrading will be necessary as the backfill settles to insure grade below the curb. 6. All sidewalks shall conform to Section 604.03 of the Standard Specifications. Sidewalks will be 4' -0" in width and 4- inches thick, except where crossing driveways they shall be 6- inches. J DO 50' R /W 30' -0» TOO f ff 2f_off !n f_off 4'_01 f 5f_o» 2p-Opt 1 3' -off 139_019 5, -0„ 4, -0„ RECOMENOED: f S S7ANDiJ�D P1A.N W f_ » IL 1 0 SIDEWALK 4• THN�C SIDETMALK 4• _ _ SLOPE 1 /4' FT. r • SLOPE: 1 e FT. SLOPE: 1 4' FT. s • 4 y�N MATEfAALGRANULAR � n . . • • • - • - • _ • • a MW. 3• TOPSOIL •• ' : ' ROLL t GUTTER MATERIAL�µU • •! STONE BASE lO =� �Fffl Y D: t'.'• EXTEND UNDER �. = TEMPORARY SEEDING SHALL BE DONE • '. COMPACTED IN ACCORDANCE WITH SECTION 621 . ,+ OF I.D.O.H. SPECIFICATIONS VNTHIN SUBGRADE f d THE STREET RIGHT -OF -WAY- :•0 TYPICAL STREET CROSS - SECTION � �OEp ,, � NOT -TO -SCALE ��� •• . �� , o SLOPE ASPHALT PATH AS EXISTING GROUND SLOPES 1 /4 "/FT. MIN. TYPICAL ASPHALT PEDESTRIAN PATH X- SECTION s OF ^pi- frl�. -- D ut G p m � '+ $ o R °z !- r' o i 1Z y. IN iD rn C7 n �D . P_ k" t3 n t + S7 � Cal A� � i+•� E R ip` � Q Z M ca z j a pp m Q•• 7t 0 N Z _ ... to trxl t'?w M_ E M r O - m ., �o HAMILTON COUNTY HIGHWAY DEPARTMENT Rt:1P16EU ��• R£COAfMENDEO D s2- STxt+DAM FLAN .TM eR A!'PFTOVE D � L -3L CS_ 1 t%JMILTOW C N pp, 451 24' »' .! ,o< a ° °;.a'i' 'a;�' °'N a + "'"• °q.•r i S:)"ADI! AQ i:Aix' °a+? °o•« ae«!'a •s• «•a• •t. •e •i3v'�xAR:CS �• . c o s �r ♦I ° "° . •G a "Y a'r0 as' q'+F `ry •f p'•p'v 4'•A A A'�I E<: G• O ° A 4 O • tdislc�: >..;ins:n: i-xi;l3 c:s rey;ttttf st St�xFM > ^:eia :.cr:itlst:ai {sits e,, rO. tF 3t it?s4a13w c: `:' wzfiw $psCV:.y :,HnEi t:a V L� - -is v t7di, Iv,`ti!fef <,'kirfi ipip,f :'.'f'.': to t0k• : SA' fm*^ ir, << ^'40>$ iC ? det13: pi CONCRETE ROLL CURB & GUTTER Nl;• $�A; HAMILTON COUNTY HIGHWAY DEPARTMENT ...............__.. ......... .. �,. �. �... ............ ................... F ;7�a:: r ``�.. IAT C_ i A� Fes' ,;Gear€...... ,... '• vaulifjk�ryYf.rrlpg' °apR ..�. -3" - #9 HAC SURFACE - 4" - #53 COMPACTED STONE Nk ID' R: A 40' R ' • � tr t i xl I•• _ � �i�l 1 i - t TYPICh.L �r /�nuTr EARuENT cu who uTLm Ehs€LIENr ' ' \4'IG.I: F '.; Ri•' f*al be incylsei r-Alre necesestf 5r! add'Aiory fnca vAdt6. I.) 4'ninw:l p.piF. ei a's i,sF:Ffns s!"1: 3FS N' t�a� ffld gqa. 3.j 5devlo&a Myf »K be i!si�ee yekst tIgra S m :d;"xct :,tuts ea�fnxrA. 4.} Ungetgrs•yc elesirFCS:. adxa U. 4 klmicpe irsiy be bnrief r, 8m sQge afn3. (r:r.. 21" fpfpk 7w4•ec dlcrrko:, s�Pt T..v..& !NEet!»,•,s ildi nova ps>Ea ssi yiR^i. Y -•Y C' he e73s ai RAN :P nq nzcat -.isix ; Ge•eq:iens ril t9gi,erc s r�criare QrrS the Fgra:Fi Frccess. TYPICAL UTILITY LOCATIONS ON A COLLECTOR ROAD (Does not apply to existing 2 Rod +'T{i r�'] 7' trJ � /F a�a....: AIL L E`V?� �l{�.� f 7 i ll/=11 �- a�f-4 1F1i4L+tJ � L,r4r • +?_i_ vi.F r$ h"'G'Rv,G,+ r•t& ittyy�� i, '�E tXJ.57'ji4tr] PAt E+Y,t7'r'! !V L?- `?}_' •• � :+1GrUEL'. ri•�E DETAIL AS .CJ.•{JIV1 P .'�% " II (.GIL[��Lj" S!-oAi_L 6�F'C.:rP,JfE a:i �ARi �1F : H;�: �Rft'�1't . 5Aw c��' � ^..a c.ec!v t�!Er la r r+irs•a l J j �-•' I�H.A. C. ��ti8l,^.:: r ?:Lf3?:o?! •.. \r i' �. M<an rnum4 :2bini n,un; _ I {lO ;fB �• IS ,� Ec' SA'�s11? i7AZE AS NPE `9" 3F.L u:riG i 3° 5o `..JRE�. ^R E %I51Usg 4iVEM�EHT IS Saw q,T ,'17ii A CL.EetN C.bsA'A'TED %aD9PEGATE ES T� iJJO AT IS ii. P PIN IJN_ED � � iXBski� 7FA III A MPRilyLiffl Th-.E. :X:[TFNG PAr cJ'IE$.. ` © 7iPEA'C>•i Si'Oil. PS lU B£ ,Rc_ "MOYEO fTta11 tHFF 1WRf: Q• ! i kA.C. PFt! SURFACE �} BITGMFMDt;S TACaC'ApFLr� AS PER 'I}PDIAt(a OQ�T. � . HIGHWAYS SiAANNppRRO SPEC - IFICA:IaNS- 198i}" :�:TT4tf 409 fi 932, t' HAMILTON COUNTY H[Gi'-iYVAY DEPARTMENT RilYl roFt�cs) ;ir_ 9;.kJ_ HAMILTON. COUNTY HIGHWAY DEPARTMENT REVD: k-.CCf1Et:� =�: -- •-''�" � Ji 3:..93 S'APNN+�P PLr'i•1 o UJ LL xaNi.xn u`7xrer aP Itf _ �� �'' Q�'�S7'Eq� •'.F� "O •` STATE OF '- Q Z OK 3 70. As REQUIRED TD MAT i EXISTING 7 UV '.ITT 2 °.' P. M v 25' :?iii �(;• L•1`TY- . :AS:k:l:r ; E i�tSD&-V7 4 >,EGFIw '' i M.'illElki t?i':JIF Ac:F of t- _ t r: t I *• � ' I 11� A• �, � Ire i j P/ 'V icrccstf aro^ wld "cab I,n -? :�It:sl sY:eefB 3.' -�', S P ' i, ,�-'i qq9 'd NJt7 :.ttltRS are pifMyd 4 4e U0.9C• IA : ?�,, %L oJ:ers std sq FA:strA� i-, t.r. i,•lihh' fe%21r�is, exap7 m cmas :esi 3.) Craltae #G re4ai•: o .ensicf Si�rg :he veP-rot U::@css TYPICAL UTILITY LOCATIONS ON A LOCAL ROAD NO 9CN.E HAMILTON COUNTY HIGHWAY DEPARTMENT REC`? tENG•ECI: ..•-"� . � °P"S�.tJ3 STAND ?'_Ah NaYLIR, C:LirTi' SA [ ( ��}} xNt7C: C?!W. - :14iSCi ELI: UNITS OF FULL DEPTHIGRANULAR BACKFlLL IX SIDEWALK, TOPSOIL. s® OR SOD. AS REQUIRED TO _ MATCH EXISTING ?r °a SHOULDER st:cnaN cuRe SECTION ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFltIrn WITH GRANULAR IIA1ts7tlA1- WFIERE A CUT EITHER TRANSVERSES OR PARALLELS 1iE: ROND >>NEIFAOE. g1Ai11aXAR SIICKfEL sr1ALl W PLACED M TiiAT P'CRTICN OF 111E OUT. THE ENiN� ETICAVV11m ANA WI11N1 1N[ IrONT -OF WAY. MATERIAL PLACEMENT AND COMPACTION SHALL O0NF01611 To aEtiIERAL oRDINANC[ No. 24, 1tN16, SECTION as-s2s 3' TOPSDN, SEED OR SOD AS REQUIRED 1D MATCH EXISTING PAVEMENT SURFACE /-EXISTING \I, � COL�PACTED EARTH BAgffILL EQUIPMENT ANICAL C0IPACTION �f STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS NOT -TO -SCALE �++• 100' TOP OF CURB PAVEMENT ��� � �� TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS WHEN BUILT IN CONDUCTION 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 DETAIL 0 ro W Li ° U i SHOO DER, TOPSOLI, SEED OR - I � Z � � a �% Z M Z Q Q L- .J � I rn W II Z � - V Q Z I CW ^, V Z � J pn Ilea- Ilea- 21 cn (li DO n- O � Q U � z Z _Q Z V / � Q O W F- 0 U W V Z O Z U � � Z Z O Q U = J W o' U SHEET N0. OF 21 sHEETs Joe No.dnan� RECOMENOED: f S S7ANDiJ�D P1A.N APPRDYED: tfuylo!,• ansnarn N +'T{i r�'] 7' trJ � /F a�a....: AIL L E`V?� �l{�.� f 7 i ll/=11 �- a�f-4 1F1i4L+tJ � L,r4r • +?_i_ vi.F r$ h"'G'Rv,G,+ r•t& ittyy�� i, '�E tXJ.57'ji4tr] PAt E+Y,t7'r'! !V L?- `?}_' •• � :+1GrUEL'. ri•�E DETAIL AS .CJ.•{JIV1 P .'�% " II (.GIL[��Lj" S!-oAi_L 6�F'C.:rP,JfE a:i �ARi �1F : H;�: �Rft'�1't . 5Aw c��' � ^..a c.ec!v t�!Er la r r+irs•a l J j �-•' I�H.A. C. ��ti8l,^.:: r ?:Lf3?:o?! •.. \r i' �. M<an rnum4 :2bini n,un; _ I {lO ;fB �• IS ,� Ec' SA'�s11? i7AZE AS NPE `9" 3F.L u:riG i 3° 5o `..JRE�. ^R E %I51Usg 4iVEM�EHT IS Saw q,T ,'17ii A CL.EetN C.bsA'A'TED %aD9PEGATE ES T� iJJO AT IS ii. P PIN IJN_ED � � iXBski� 7FA III A MPRilyLiffl Th-.E. :X:[TFNG PAr cJ'IE$.. ` © 7iPEA'C>•i Si'Oil. PS lU B£ ,Rc_ "MOYEO fTta11 tHFF 1WRf: Q• ! i kA.C. PFt! SURFACE �} BITGMFMDt;S TACaC'ApFLr� AS PER 'I}PDIAt(a OQ�T. � . HIGHWAYS SiAANNppRRO SPEC - IFICA:IaNS- 198i}" :�:TT4tf 409 fi 932, t' HAMILTON COUNTY H[Gi'-iYVAY DEPARTMENT RilYl roFt�cs) ;ir_ 9;.kJ_ HAMILTON. COUNTY HIGHWAY DEPARTMENT REVD: k-.CCf1Et:� =�: -- •-''�" � Ji 3:..93 S'APNN+�P PLr'i•1 o UJ LL xaNi.xn u`7xrer aP Itf _ �� �'' Q�'�S7'Eq� •'.F� "O •` STATE OF '- Q Z OK 3 70. As REQUIRED TD MAT i EXISTING 7 UV '.ITT 2 °.' P. M v 25' :?iii �(;• L•1`TY- . :AS:k:l:r ; E i�tSD&-V7 4 >,EGFIw '' i M.'illElki t?i':JIF Ac:F of t- _ t r: t I *• � ' I 11� A• �, � Ire i j P/ 'V icrccstf aro^ wld "cab I,n -? :�It:sl sY:eefB 3.' -�', S P ' i, ,�-'i qq9 'd NJt7 :.ttltRS are pifMyd 4 4e U0.9C• IA : ?�,, %L oJ:ers std sq FA:strA� i-, t.r. i,•lihh' fe%21r�is, exap7 m cmas :esi 3.) Craltae #G re4ai•: o .ensicf Si�rg :he veP-rot U::@css TYPICAL UTILITY LOCATIONS ON A LOCAL ROAD NO 9CN.E HAMILTON COUNTY HIGHWAY DEPARTMENT REC`? tENG•ECI: ..•-"� . � °P"S�.tJ3 STAND ?'_Ah NaYLIR, C:LirTi' SA [ ( ��}} xNt7C: C?!W. - :14iSCi ELI: UNITS OF FULL DEPTHIGRANULAR BACKFlLL IX SIDEWALK, TOPSOIL. s® OR SOD. AS REQUIRED TO _ MATCH EXISTING ?r °a SHOULDER st:cnaN cuRe SECTION ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFltIrn WITH GRANULAR IIA1ts7tlA1- WFIERE A CUT EITHER TRANSVERSES OR PARALLELS 1iE: ROND >>NEIFAOE. g1Ai11aXAR SIICKfEL sr1ALl W PLACED M TiiAT P'CRTICN OF 111E OUT. THE ENiN� ETICAVV11m ANA WI11N1 1N[ IrONT -OF WAY. MATERIAL PLACEMENT AND COMPACTION SHALL O0NF01611 To aEtiIERAL oRDINANC[ No. 24, 1tN16, SECTION as-s2s 3' TOPSDN, SEED OR SOD AS REQUIRED 1D MATCH EXISTING PAVEMENT SURFACE /-EXISTING \I, � COL�PACTED EARTH BAgffILL EQUIPMENT ANICAL C0IPACTION �f STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS NOT -TO -SCALE �++• 100' TOP OF CURB PAVEMENT ��� � �� TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS WHEN BUILT IN CONDUCTION 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 DETAIL 0 ro W Li ° U i SHOO DER, TOPSOLI, SEED OR - I � Z � � a �% Z M Z Q Q L- .J � I rn W II Z � - V Q Z I CW ^, V Z � J pn Ilea- Ilea- 21 cn (li DO n- O � Q U � z Z _Q Z V / � Q O W F- 0 U W V Z O Z U � � Z Z O Q U = J W o' U SHEET N0. OF 21 sHEETs Joe No.dnan� 70. As REQUIRED TD MAT i EXISTING 7 UV '.ITT 2 °.' P. M v 25' :?iii �(;• L•1`TY- . :AS:k:l:r ; E i�tSD&-V7 4 >,EGFIw '' i M.'illElki t?i':JIF Ac:F of t- _ t r: t I *• � ' I 11� A• �, � Ire i j P/ 'V icrccstf aro^ wld "cab I,n -? :�It:sl sY:eefB 3.' -�', S P ' i, ,�-'i qq9 'd NJt7 :.ttltRS are pifMyd 4 4e U0.9C• IA : ?�,, %L oJ:ers std sq FA:strA� i-, t.r. i,•lihh' fe%21r�is, exap7 m cmas :esi 3.) Craltae #G re4ai•: o .ensicf Si�rg :he veP-rot U::@css TYPICAL UTILITY LOCATIONS ON A LOCAL ROAD NO 9CN.E HAMILTON COUNTY HIGHWAY DEPARTMENT REC`? tENG•ECI: ..•-"� . � °P"S�.tJ3 STAND ?'_Ah NaYLIR, C:LirTi' SA [ ( ��}} xNt7C: C?!W. - :14iSCi ELI: UNITS OF FULL DEPTHIGRANULAR BACKFlLL IX SIDEWALK, TOPSOIL. s® OR SOD. AS REQUIRED TO _ MATCH EXISTING ?r °a SHOULDER st:cnaN cuRe SECTION ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFltIrn WITH GRANULAR IIA1ts7tlA1- WFIERE A CUT EITHER TRANSVERSES OR PARALLELS 1iE: ROND >>NEIFAOE. g1Ai11aXAR SIICKfEL sr1ALl W PLACED M TiiAT P'CRTICN OF 111E OUT. THE ENiN� ETICAVV11m ANA WI11N1 1N[ IrONT -OF WAY. MATERIAL PLACEMENT AND COMPACTION SHALL O0NF01611 To aEtiIERAL oRDINANC[ No. 24, 1tN16, SECTION as-s2s 3' TOPSDN, SEED OR SOD AS REQUIRED 1D MATCH EXISTING PAVEMENT SURFACE /-EXISTING \I, � COL�PACTED EARTH BAgffILL EQUIPMENT ANICAL C0IPACTION �f STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS NOT -TO -SCALE �++• 100' TOP OF CURB PAVEMENT ��� � �� TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS WHEN BUILT IN CONDUCTION 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 DETAIL 0 ro W Li ° U i SHOO DER, TOPSOLI, SEED OR - I � Z � � a �% Z M Z Q Q L- .J � I rn W II Z � - V Q Z I CW ^, V Z � J pn Ilea- Ilea- 21 cn (li DO n- O � Q U � z Z _Q Z V / � Q O W F- 0 U W V Z O Z U � � Z Z O Q U = J W o' U SHEET N0. OF 21 sHEETs Joe No.dnan� UNITS OF FULL DEPTHIGRANULAR BACKFlLL IX SIDEWALK, TOPSOIL. s® OR SOD. AS REQUIRED TO _ MATCH EXISTING ?r °a SHOULDER st:cnaN cuRe SECTION ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFltIrn WITH GRANULAR IIA1ts7tlA1- WFIERE A CUT EITHER TRANSVERSES OR PARALLELS 1iE: ROND >>NEIFAOE. g1Ai11aXAR SIICKfEL sr1ALl W PLACED M TiiAT P'CRTICN OF 111E OUT. THE ENiN� ETICAVV11m ANA WI11N1 1N[ IrONT -OF WAY. MATERIAL PLACEMENT AND COMPACTION SHALL O0NF01611 To aEtiIERAL oRDINANC[ No. 24, 1tN16, SECTION as-s2s 3' TOPSDN, SEED OR SOD AS REQUIRED 1D MATCH EXISTING PAVEMENT SURFACE /-EXISTING \I, � COL�PACTED EARTH BAgffILL EQUIPMENT ANICAL C0IPACTION �f STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS NOT -TO -SCALE �++• 100' TOP OF CURB PAVEMENT ��� � �� TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS WHEN BUILT IN CONDUCTION 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 DETAIL 0 ro W Li ° U i SHOO DER, TOPSOLI, SEED OR - I � Z � � a �% Z M Z Q Q L- .J � I rn W II Z � - V Q Z I CW ^, V Z � J pn Ilea- Ilea- 21 cn (li DO n- O � Q U � z Z _Q Z V / � Q O W F- 0 U W V Z O Z U � � Z Z O Q U = J W o' U SHEET N0. OF 21 sHEETs Joe No.dnan� Z _Q Z V / � Q O W F- 0 U W V Z O Z U � � Z Z O Q U = J W o' U SHEET N0. OF 21 sHEETs Joe No.dnan�