Sidewalk Details SD1 Typical Concrete Sidewalk SD2 Sidewalk Ramp Details (Type I) SD3 Sidewalk Ramp Details (Type II) SD4 Curbface Walk & Wingwalk Detail/Curb & Gutter SD5 Concrete Curb Walk Curb Details C1 Pin on Curb C2 Concrete Curb & Gutter Rolled C3 Concrete Curb & Gutter 6”X6” C4 Typical Concrete Section C5 Typical Asphalt Section Drive Approach Details DA1 Typical Residential DA2 Residential Drive Approach Detail (Type I) DA3 Residential Drive Approach Detail (Type II) DA4 Typical Private Drive Approach DA5 Typical Commercial Drive Approach Street & Parking lot Patching/Paving Details SPD1 Pavement Repair Details SPD2 Arterial and Light Industrial Street (Type I) SPD3 Arterial and Light Industrial Street (Type II) SPD4 Local Residential (Street Type I) SPD5 Local Residential (Street Type II) SPD6 Collector Streets (Type I) SPD7 Collector Streets (Type II) SPD8 Residential Driveways (Type I) SPD9 Residential Driveways (Type II) SPD10 Parking Lots (Type I) SPD11 Parking Lots (Type II) SPD12 Parking Lots 20 Heavy Trucks Per Day (Type I) SPD13 Parking Lots 20 Heavy Trucks Per Day (Type II) SPD14 Parking Lots 20‐400 Truck Per Day (Type I) SPD15 Parking Lots 20‐400 Truck Per Day (Type II) SPD16 Asphalt Pavement Section W/Curb SPD17 Asphalt Conc. Repair Construction Details Property Line B Back of Walk Variable Dummy Joint Every 5' A A 4' Min 1/2" Preformed Joint Material Every 50' B Dummy Joint 1/2" 4" Expansion Deep Joint Property Line Tree Line * * Slope 1/4" Per Ft. Slope 1/4" Per Ft. 4" * As shown on Construction Plan Office of City Engineer Huntington, Indiana 2003 SD-3 Construction Details Sidewalk Ramp Detail B Exist. Curb Ramp Sloped From 5' To 4' Wide Detectible Warning Device 2'x4' Proposed 5' Walk A 5' Width Reslope Sod to Ramp PLAN VIEW Scale: 1"=10' Existing Sod Sloped to Meet Ramp Existing Curb Slope 12:1 Max. 4" Min. 4" Min. Ramp 4" 1.4" 6" min. SECTION A-A Detectable Warning Remove Existing Curb Scale: 1"=2' Cast in Place & Replace With Sloped Elements 2'x4' Curb Existing Sod Sloped to Meet Ramp 76" Top Of Curb 14" 48" Gutter Line Pavement Detectable Warning Cast in Place Elements 2'x4' SECTION B-B 1 Scale: 2"=1' Office of City Engineer Huntington, Indiana 2003 SD-3 Construction Details Sidewalk Ramp Detail Exist. Combination Curb & Gutter B Detectible Warning Device Proposed 5' Walk A PLAN VIEW Scale: 1"=10' Slope 12:1 Max. 4" Min. 4" Min. Ramp 4" 1.4" 6" min. SECTION A-A Detectable Warning Remove Existing Curb Scale: 1"=2' Cast in Place & Replace With Sloped Elements 2'x4' Curb 76" Top Of Curb 14" 48" Gutter Line Pavement SECTION B-B 1 Scale: 2"=1' Office of City Engineer Huntington, Indiana 2003 SD-3 Construction Details Concrete Curb and Gutter 6"x6" 2" Topsoil 6" Slope 1/2"/Ft. R1" R1" 7" Slope 1/4"/Ft. 6" R1" Backfill Asphalt Pavement Compacted 2' Subgrade Scale: 1"=1' Curbface Walk and Wingwalk Detail 18" Variable 2" Topsoil 1" R Saw Slope 1/4" / Ft. 6" 12" 45° 8" For Wingwalk Existing Pavement For Sidewalk Existing Curb Compacted Aggregate 12" Scale: 1"=1' Office of City Engineer Huntington, Indiana 2003 SD-3 CONCRETE CURB WALK TYPE .II 1 5 6" APPR. II r- 4 CONCRETE WALK r- 1/21/ I SLOPE 1/4" 1 FT. ~ If ~ I · t/ CONTRACTION../' SCORE EVERY 51 45° APPROX.... 112" EXPANSION JOINT REQUIRED EVERY 50' PAVEMENT ­ CONSTRUCTION STANDARDS CONCRETE CURB a GUTTER - ROLLED BACK OF CURB TO .BE DEPRESSED FOR DRIVEWAYS 2V4" 2" TOPSOIL - SLOPE ~"/FT. .......---- 2'- O"--~ SCALE III = " CONCRETE CURB IS" ...--- 2" TOP SOIL SLOPE: Yo" / FT. 4 Y2'--+!E--~--JOoof- 6 ',ni' 'OFFICE OF CITY ENGJNEER HUNTINGTON, INDIANA 1980 16 CONSTRUCTION STANDARDS CONCRETE CURB a GUTTER 6"" 611 III -_----.. R 2" TOPSOIL oc-SLOPE 1/2" / FT. ~~~~~~--------~ SLOPE COMPACTED SU8GRADE 1CiII----- 2' - 0"------..... CURBFACE WALK AND WINGWALK DETAIL VARIA8LE~ 2" TOPSOIL 1 SLOPE 1/4 / FT 4IE: EXISTING PAVEMENT OFFICE OF C1TY ENGINEER SCALE: I" = " HUNTINGTON t INDIANA 1980 17 CONSTRUCTION STANDARDS z ,~ 0 .1 ole ',. :;: J­- 4· 0.... (,) " a.. <4.. .i • '4 0 ~ ......... C (5 </ • e: ..., .it .<l 0 W '4 J­ W 0::: (,) Z 0 (,) «..J (,) a.. >- ~ J- "­a:: OFFICE OF CITY ENGINEER HUNTINGTON, INDIANA 1980 18 CONSTRUCTION STANDARDS z 0 F= () ~ r :..J <t :::J: 0­en <t ...J <t () ­0­ >­ ~ t- "­ a:: OFFICE OF CJTY ENG INEER HUNTINGTON. INDIANA 1980 19 CONSTRUCTION STANDARDS TYPICAL RESIDENTIAL DRIVE DETAIL I II '/2 Preformed Joint Material ----­- -----1------------4­- Property Line A Saw Joint Or Keyway 51 Sidewalk Keyway 8 8 t A t t...!~__--­ 51 Drive Approach II 6 ~II Preformed JOint 1-mTI'I..I..LI..f1:1Til 10 % Max. Slope --...... ~-_--'-_p_Q\'8-ment- / Material Req'd If IXlve .Abuts Concrete Behind Walk SECTION A-A OFFICE OF CITY ENGINEER HUNTIN GTON INDIANA 1980 CONSTRUCTION STANDARDS RESIDENTIAL DRIVE APPROACH DETAIL Match Existing (12' Min.) (20' Max.) --- ----A --- r Property Line ~ r 1\ I YZ Preformed I ~ Joint Sidewalk Material -- .1 r ...... Saw Joint Preformed Jant ~ Or Keyway \ A!,:I ER NATE Materia 3 Rod. Minimum ~' 1 t · 5 Rod. Desirable 0 to ~8ack Of Curb.~ 60 - J Keywct'~ B B t ~ A t \.Back Of Walk ~ To~ Of Curb ~fIonf ~ I /xGulfer Lin. ·:.t'····:4··P.'··p.-....· .. A' 'p"'J>" :"," .. '''': ..':,iI;: .......,;. "d' 9:'. v····.A· ... '::Jd:.c...:.,4 ."'f(: ~. .... , ., i5.':'!l~." ",l.~.... ...... ..~t. .' . '. '. .- .' ~"b'>~". -'" ",,'~ .' . .... VIEW FROM STREET LEVEL SEC-rION B-B 11 CONNECTION DETAIL FOR CO N CR ETE CURB 6"x 6 Pro party Line. ----vaflable ----~ I, 1\ / F Max ------rSlope ... '2 t .. , Sidewalk 6 ~ I Preformed Joint M aterlol Pavement Req'd. if Drive Abuts Concrete Behind Wal" S"ECTION A-A OFFICE OF CITY ENGIN EER '* ... As Shown On Constructioo HUNTINGTON I INDIANA Aan 1980 9 Construction Details Match Existing (12' Min.) (20' Max.) A Sidewalk Sidewalk Saw Joint or Keyway Back of curb 60° 6' Max Keyway A B B Front of walk Back of walk Slope 10% Max. 1/2" /Ft Max. Slope Variable 6" Back of curb Slope 6% Max. Sidewalk Drive approach 10% Max Slope Pavement 1/2" Preformed Joint Material Required if Drive abuts Concrete behind walk Office of City Engineer Huntington, Indiana 2003 SD-3 ."IVAI t:. DRIVE APPROACH 'ROPERTY PAVEME LINE KEYWAY CONNECTION DETAIL FOR ROLLED CUR SLOPE 0% MAX. s' --------------~~------ I' "I" I/. .. --.,.. 2 PER FT. MAX. SLOPE -- 6" CONNECTION DETAIL FOR 6"x 6- CURB I SECTION A-A I..,. MIN.12' I MAX. 20' ... 1 ~I/." PREFOR ED JOINT____ 2 MAT RIAL ___ 5' SIDEWALK .,sAW JOINT I BACK OF CURe~ KEYWAY BACK OF CURB KEYWAY, L PLAN VIEW G1l~ ROLLED CURB VARIA8tE rTOP OF CU;B ............. GUTTER -"':':'1J..-(-.... PAVEMENT ... II • •• .~ • ... .., J. !"' .. ROLLED CURB S· l( S" CURB SECTION B- B 28 I 1 ~ICAL COMMERCIAL DRIVE APPROACH DETAIL DRIVE WIDTH (12'Mln,) (30'Max.) PROPERTY LINE -_________ r:~_________ FLARED END SECTION ---______1______----- CULVERT 51 VARIABLE VARIABLE RADIUS IS'MINIMUM 20'DESIRABLE EDGE OF BERM BE REPLACED BY ASPHALT PAVEMENT. LA t. OF STREET ----~------- CONNECTION DETAIL FOR CON CRETE APPROACH .~rI+--------VARIABLE-------~ ~I WI ~I Slope VarIable Slope .. +----: PAVEMENT APPROACH e" Variable Distance CULVERT SECTION A-A CONSTRUCTION STANDARDS PAVEMENT REPAIR DETAIL Existin Surface Subgrade BACKFILL -# 53 or #" 73 Agg In 4" Layers Solidly Tamped To The Sub-grade Of The Street (95 % Dry Density) ..--undisturbed Earth -f---.:+i-f---------I I _ TYPICAL STREET CUT 6" Concrete Reinforced With 10-10- 6 Bricks Should Be Set Bricks Should Be Set In Wet Cement In Grout 1/2" (~53 or # 73Agg) _ Compacked BRICK STREET REPAIR BRICK STREET REPAIR ALTERNATE REPAIR "A" ALTERNATE REPAIR "B" OFFICE OF CITY ENGINEER HUNTINGTON, INDIANA NOTE: (Fill Cracks With Sand) 1982 20 CONSTRUCTION STANDARDS ARTERIAL AND LIGHT INDUSTRIAL STREETS POOR SUB GRADE , ...........'.,,,,," ........ ","" .......... -, 50mm .. ASPHALT CONCRETE SURFACE ..... 2" '"''....' -:.,...... .: ':.' ...... , .. "'" :....:.. I. e, *. '.' ••••• :: • : ••: ••••:.. ·.-.... , ..... .., ' ... ' . · . *.... I.' ••••• ' •• •• ' •• I •• ' ' ' - ' ' ·: *....•• ' •••..- •••.. ...., •• ".... .' .'....'. ...• • ..' ........ : .,',.' .... : .. ' 255mm.·• :.' • • •••,. •••• ••••• " •••'.' 205mm : • ASPHALT CONCRETE BASE": ••" 10" ·• ....•••••••••, .' .' ' ......• If ••••••••••'" I.. .. I. ' a" • " ." ' •• ' ., ••• ' •••• I •••••••• ' " ' ~.. '" '. .• • ..'.. .'... .' •• '.' .• •• ......• •••' ,I, ' '. " · ...." ........'.' ." .. .'. •••• I ••: •• .• '.' .....•••• * •• ~ .: MEDIUM SUBGRADE t ',. "- ... _ _ , - ~ ,. ... '" ,. ... ,. tfO ... 'II ' 50mm ~ ASPHALT CONCRETE SURFACE " ,. ",..... , .. f' ,. .... " ".' ... • t .•• .' ••• ' " ••••••'. " ".. '.,• II ." ...If' • • • : •••••• : ••• rill ••••* •• * •• * ••• ·.•• ••" if.... •• ...... ...••••..... t. .•••... • •• • • • if. • ••••••• • •• • ••• * ••• •• rill· •• • ••••• a" 205mm • . • ASPHALT. CONCRETE BASE·... #•• 6" 155mm *.. I ••• •••• • ••• •• • ,. * * • • • •••••.. ...... ..• ...• I·..... ..... • ....... • • • • • • • ·..; -.. : :... : ....' . .. ... .. ., GOOD TO EXCELLENT. SUBGRADE .. , ................. ,' I .... ' .. ' t 50mm • ASPHALT CONCRETE SURFACE " 2" ,e... ',f•• I .... ' , '" - "'''',41> fill • • 0 • • . • . ­ o • • . • . .. • • • .. • • " • •• •• . • • • " • . • • • 6" . "0 155mm ·... • • • o .• " • .. • . •· " . • ASPHAL T CONCRETE BASE· • l05mm • 4" • • " • • " . ·. o· . " • . • • · " • • FFICE OF CITY ENGINEER HUNTINGTON 1 INDIANA 1983 21 CONSTRUCTION STANDARDS ARTERIAL AND LIGHT INDUSTRIAL STREETS POOR SUBGRADE .... I , , ..... , t" ,. t ...... " ,," ,,. • _ , I • , " ". ASPliALT· CONCRETE SURFACI:: .-... 2" ....... ' ''''''','''' ,A. '''' , " .. tI ",I ".... ....... .