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HomeMy WebLinkAbout04110005.39I I TYPE H TYPE F y rf - Sidewalk �4u/� Sidewalk TYPE A —TYPE .,_ - - - -- _ -- - Pedestrian - - - - - y Grossing r'odostrian -� - marwnp _ cxnsEiatg -- � RHIcaA madian htalsad median marking ` - - UGUtY Stn . u Utility strip ust etri - 4 j i min j r Sidewalk--' TYPE C .•�-� TYPE Siticwatk -f TYPE G J TYPE G TYPE d i� -- -TYPE H _ TYPE H (-" -J /-TYPE H 'I I I TYPE K 11 y ....... _ Sidewalk - Sidewalk -- ------------ - - - - -- --- ---- --- - - -`°- -- -- - - - - -- --- Raisad median _..�.� - « _ Raised median - .�• TYPE L - - - - - - - - -- ------------------------------------ -------------- •- �------- - - - - -- - Ut111tyeVIP -- - Utility strip ir — Sidewalk TYPE G Sldew ®tK TYPE K TYPE G NOTES: 1. The curb ramp type includes the ramp and flared sides as indicated by the hatched lines on the details. A top level landing for every curb ramp shall be provided. 2. For details of sidewalk curb types see Standard Drawings E 604 - SWCR -03 to -t 1 3, The curb ramps shall be placed within the marked crosswalk area. Flared side of sidewalk curb ramp next to utility strip shall be sodded. 5. Sao Standard Drawings E 604-SWCR -02 for General Notes. 8.33 e bic a landing slope of r►o : 1 in any direction, the slope perpendicular to the curb face shall not exceed 60. 1. S� 12 :1 OIf site infeasibility precedes construction to MEIIT the width shown, the landing width may be decreased to 3'-0 minima t. The running slope of the curb ramp may be steepened to 4 a maximum of 10: 1 for a maximum 6 In. rise 0, Drainage infers should be located uphill from curb ramps to prevent puddles at the path of travel. Stops 12 : 1 /6 spa Q te' 7. See Standard Drawing E 004 - .SWCR -12 for PAVEMW IrnprwM saxes on narrow sidewaDcs. 8. Algebraic difference in grad&between the base of curb ramp and the gutter sham be limited to lose than 11%. If it Is not pmcbaal, a 2'-0 wide Construction of orb if love! etrlp shah be provided. See detail sketch separale0 from ramp lo 11-6 0512- 0 ALTERNATE CURB CONSTRUCTION INDIANA DEPARTMiNI or TRANSPORTATION LOCATION PLAN FOR SIDEWALK CURB RAMPS SFPTtMHLR 2003 STANDARD DRAN4NG NO E W4- Swt•.R-01 3� NO• 180y5ow.wa+r..r•° en a %,.n w �y `jrrrf,N t�•' t�IMirwYYW�u! NA 8.33 % *5 % = 13.33 % >II% 8.33 % maxl1rxim 516 Ra-,drn Provide Z-0 level strip 4 r 0 algebraic diflererlco Provide curb as regwed, exceeds I I% may be monemic with level strip. CHANGE OF GRADE 2- r 2' 3 "� DETAIL OF RAMP GROOVES o RAMP CONSTRUCTION DETAIL G� \01 Geteutaible warning clementa Setting bad f- Concrete base , r--- - Integfell CUM n_8 NOTES: O Sep Standard Dfawing I, 604 - SWC11-02 for groove details. (Y) }cc Standard Dr'awing L 604- SWQR -07 for dctailr of the d6teClabic warrrina. t gj :inn. Stondar7l Drawtng E W4- SWCR -02 for altcrnate cult) canstn}ction. ( ) indioatod Pr ?a denotes pay 111111% 10. Sec Standard Drawing E 604- 505R -01 and 02 for I- Or2tion Flan and Uonewl Notre ro.,pactivcly. �aJ SIDEWALK CURB RAMP TYPE A SEPTEMBER. 223 STANOAktl tSRAIMNfl ND. t_ WA-SWCR -03 - ,A S iy No. i fT ©95 � � sew °a*u+wuauuix.tii Tin sr.,t tr �s �.'�Ft L i��'.. an1`litan+uv'' nky�n —`1Cw. !fW X t- v: u �oT_3 l s NOTES See Standard Drawing L 604- SWCR -02 for groove details. �7) See Standard Drawing E 604- SWCR -42 for details of the detectable warnings. (g) Indicated aroa denotes pay limits. Q See Standard Drawing E b04- SWUR -03 for typical ramp construction details. 10. Sea Standard Drawing L 604- SWCR -01 and -02 for Louition Plan and General Notes respectively. T{ Stdeiwalk E-- S'a' Preformi joint filler NOTES @) $cc Standard Drawing E 644 - SWCR -42 for groove details. (7) Soo Standard Drawing E 604- SWOR -42 for details of the detectable warning surface. Indicated area denotes pay limits. y See Standard Drawing E 604 - SWCR -03 � for typical ramp construction details 10. See Standard Drawing L 604- 5WCR -01 and -02 for Location Plan and { ~: General Notes respectively. f: SIDEWALK CURB RAMPS TYPL C n FPTFM P FR 'rin3 u tANDARI) PRAVVING NO L OW- SVVC14•06 f D'WN,- _ial.arwn �.tH�,,tkn,..,_._.2Fi P.1 �i �'m.n arnrwvxw [.N.w�V tyi. ff h/ 1— L.Y.Nro —.1 ., �tYrAL f,.r• W1l IIWHNY UCYNO�° Wli •r Sri us F, n profnrmad / joint near- B i nu• f E Gjar. mod ,tiyf/ O �ronre, (D r i1) �a °1 s}� J j INDIANA OLPARTMLNI Or IRANSPONTATIUN SIL7tWATYPE BB RAMP C(, r `+EPTEMPFR 2003 STANDARD DRAWING NO. E GD4- 8wCk -O4 .4 18095 ki tKf, 4t.WlWti +n.Y.Kkn MT[ s„u a rF `rJ E9r tAfif fd L:uerr ,1..'Stiil p. R INEyr No. - 10200495 - o ` STATE OF S /ANAL e" �.�`� ''��'' ► ► ►nn n rcit'``` M rn z O w X Y Q W F— Q 0 M U m Z w\ y m -Z < \ O 0 w W U (n N 0 Ln LfJ °' > 00 V X z Q Q LL. J CO V) LIJ LtJ r- LLJ I Z O 00 Z � LLJ In C r� Z CO 0 Q Z Q z U) O Q Z Q 0 Z D Q (n O J � � W D �Z 00 Z H O to— c) a1= H U' a Z J O U W Z H SHEET NO. I I J W CY Q U C804 1011 No.4870OS1 GENERAL NOTES : r ry �B °24i �. T These dimensions are based On a 6 in. curb 2 2&A / W Where site infeasibility precedes construction a a! 0.8" - 1.4° 4 / to the width shown. such width may be decreased to a mlMmum at 3' 0. �rT Section e a OThe b bottom edge of the curb ramp sham be flush with the edge of adjacent pavement 5 5gwn pattern and gum kne. T TRUNCATED DOMES USED J L Landing areas at the top of curb ramps shall I IN DETECTABLE WARNINGS ti J have maximum truss slope of so: 1 in any direction. when site Infeaslbittty precludes g gFn- 0, Drainage infers should be located uphill from curb ramps to prevent puddles at the path of travel. Stops 12 : 1 /6 spa Q te' 7. See Standard Drawing E 004 - .SWCR -12 for PAVEMW IrnprwM saxes on narrow sidewaDcs. 8. Algebraic difference in grad&between the base of curb ramp and the gutter sham be limited to lose than 11%. If it Is not pmcbaal, a 2'-0 wide Construction of orb if love! etrlp shah be provided. See detail sketch separale0 from ramp lo 11-6 0512- 0 ALTERNATE CURB CONSTRUCTION INDIANA DEPARTMiNI or TRANSPORTATION LOCATION PLAN FOR SIDEWALK CURB RAMPS SFPTtMHLR 2003 STANDARD DRAN4NG NO E W4- Swt•.R-01 3� NO• 180y5ow.wa+r..r•° en a %,.n w �y `jrrrf,N t�•' t�IMirwYYW�u! NA 8.33 % *5 % = 13.33 % >II% 8.33 % maxl1rxim 516 Ra-,drn Provide Z-0 level strip 4 r 0 algebraic diflererlco Provide curb as regwed, exceeds I I% may be monemic with level strip. CHANGE OF GRADE 2- r 2' 3 "� DETAIL OF RAMP GROOVES o RAMP CONSTRUCTION DETAIL G� \01 Geteutaible warning clementa Setting bad f- Concrete base , r--- - Integfell CUM n_8 NOTES: O Sep Standard Dfawing I, 604 - SWC11-02 for groove details. (Y) }cc Standard Dr'awing L 604- SWQR -07 for dctailr of the d6teClabic warrrina. t gj :inn. Stondar7l Drawtng E W4- SWCR -02 for altcrnate cult) canstn}ction. ( ) indioatod Pr ?a denotes pay 111111% 10. Sec Standard Drawing E 604- 505R -01 and 02 for I- Or2tion Flan and Uonewl Notre ro.,pactivcly. �aJ SIDEWALK CURB RAMP TYPE A SEPTEMBER. 223 STANOAktl tSRAIMNfl ND. t_ WA-SWCR -03 - ,A S iy No. i fT ©95 � � sew °a*u+wuauuix.tii Tin sr.,t tr �s �.'�Ft L i��'.. an1`litan+uv'' nky�n —`1Cw. !fW X t- v: u �oT_3 l s NOTES See Standard Drawing L 604- SWCR -02 for groove details. �7) See Standard Drawing E 604- SWCR -42 for details of the detectable warnings. (g) Indicated aroa denotes pay limits. Q See Standard Drawing E b04- SWUR -03 for typical ramp construction details. 10. Sea Standard Drawing L 604- SWCR -01 and -02 for Louition Plan and General Notes respectively. T{ Stdeiwalk E-- S'a' Preformi joint filler NOTES @) $cc Standard Drawing E 644 - SWCR -42 for groove details. (7) Soo Standard Drawing E 604- SWOR -42 for details of the detectable warning surface. Indicated area denotes pay limits. y See Standard Drawing E 604 - SWCR -03 � for typical ramp construction details 10. See Standard Drawing L 604- 5WCR -01 and -02 for Location Plan and { ~: General Notes respectively. f: SIDEWALK CURB RAMPS TYPL C n FPTFM P FR 'rin3 u tANDARI) PRAVVING NO L OW- SVVC14•06 f D'WN,- _ial.arwn �.tH�,,tkn,..,_._.2Fi P.1 �i �'m.n arnrwvxw [.N.w�V tyi. ff h/ 1— L.Y.Nro —.1 ., �tYrAL f,.r• W1l IIWHNY UCYNO�° Wli •r Sri us F, n profnrmad / joint near- B i nu• f E Gjar. mod ,tiyf/ O �ronre, (D r i1) �a °1 s}� J j INDIANA OLPARTMLNI Or IRANSPONTATIUN SIL7tWATYPE BB RAMP C(, r `+EPTEMPFR 2003 STANDARD DRAWING NO. E GD4- 8wCk -O4 .4 18095 ki tKf, 4t.WlWti +n.Y.Kkn MT[ s„u a rF `rJ E9r tAfif fd L:uerr ,1..'Stiil p. R INEyr No. - 10200495 - o ` STATE OF S /ANAL e" �.�`� ''��'' ► ► ►nn n rcit'``` M rn z O w X Y Q W F— Q 0 M U m Z w\ y m -Z < \ O 0 w W U (n N 0 Ln LfJ °' > 00 V X z Q Q LL. J CO V) LIJ LtJ r- LLJ I Z O 00 Z � LLJ In C r� Z CO 0 Q Z Q z U) O Q Z Q 0 Z D Q (n O J � � W D �Z 00 Z H O to— c) a1= H U' a Z J O U W Z H SHEET NO. I I J W CY Q U C804 1011 No.4870OS1 f: SIDEWALK CURB RAMPS TYPL C n FPTFM P FR 'rin3 u tANDARI) PRAVVING NO L OW- SVVC14•06 f D'WN,- _ial.arwn �.tH�,,tkn,..,_._.2Fi P.1 �i �'m.n arnrwvxw [.N.w�V tyi. ff h/ 1— L.Y.Nro —.1 ., �tYrAL f,.r• W1l IIWHNY UCYNO�° Wli •r Sri us F, n profnrmad / joint near- B i nu• f E Gjar. mod ,tiyf/ O �ronre, (D r i1) �a °1 s}� J j INDIANA OLPARTMLNI Or IRANSPONTATIUN SIL7tWATYPE BB RAMP C(, r `+EPTEMPFR 2003 STANDARD DRAWING NO. E GD4- 8wCk -O4 .4 18095 ki tKf, 4t.WlWti +n.Y.Kkn MT[ s„u a rF `rJ E9r tAfif fd L:uerr ,1..'Stiil p. R INEyr No. - 10200495 - o ` STATE OF S /ANAL e" �.�`� ''��'' ► ► ►nn n rcit'``` M rn z O w X Y Q W F— Q 0 M U m Z w\ y m -Z < \ O 0 w W U (n N 0 Ln LfJ °' > 00 V X z Q Q LL. J CO V) LIJ LtJ r- LLJ I Z O 00 Z � LLJ In C r� Z CO 0 Q Z Q z U) O Q Z Q 0 Z D Q (n O J � � W D �Z 00 Z H O to— c) a1= H U' a Z J O U W Z H SHEET NO. I I J W CY Q U C804 1011 No.4870OS1 (D r i1) �a °1 s}� J j INDIANA OLPARTMLNI Or IRANSPONTATIUN SIL7tWATYPE BB RAMP C(, r `+EPTEMPFR 2003 STANDARD DRAWING NO. E GD4- 8wCk -O4 .4 18095 ki tKf, 4t.WlWti +n.Y.Kkn MT[ s„u a rF `rJ E9r tAfif fd L:uerr ,1..'Stiil p. R INEyr No. - 10200495 - o ` STATE OF S /ANAL e" �.�`� ''��'' ► ► ►nn n rcit'``` M rn z O w X Y Q W F— Q 0 M U m Z w\ y m -Z < \ O 0 w W U (n N 0 Ln LfJ °' > 00 V X z Q Q LL. J CO V) LIJ LtJ r- LLJ I Z O 00 Z � LLJ In C r� Z CO 0 Q Z Q z U) O Q Z Q 0 Z D Q (n O J � � W D �Z 00 Z H O to— c) a1= H U' a Z J O U W Z H SHEET NO. I I J W CY Q U C804 1011 No.4870OS1 p. R INEyr No. - 10200495 - o ` STATE OF S /ANAL e" �.�`� ''��'' ► ► ►nn n rcit'``` M rn z O w X Y Q W F— Q 0 M U m Z w\ y m -Z < \ O 0 w W U (n N 0 Ln LfJ °' > 00 V X z Q Q LL. J CO V) LIJ LtJ r- LLJ I Z O 00 Z � LLJ In C r� Z CO 0 Q Z Q z U) O Q Z Q 0 Z D Q (n O J � � W D �Z 00 Z H O to— c) a1= H U' a Z J O U W Z H SHEET NO. I I J W CY Q U C804 1011 No.4870OS1