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Home My WebLink AboutR-373305M It T O O T Q J CL lr O VLJ Fr^— VJ 2W Y U Q U) // EEAOR3 SEEMiEi V T, -WS Y -V b r i I U- LcEav,rwNCaE *E — CYaBNV]6MEa 6 E- PLN VIEW �a PemEAlf4or I {c1wEt4RnlE rRVEaW 4Wif- N]i,n'RNEo i/Y P. "I P WiW N,CV0IW 4VrtEP gORW T— Y rt Y L .aam uENr aFnmrv-rnr wavoeo waaAwounaPNOmu wraeuw -rm auwEP OIPBUDM1IlEn BUnfM / SECDONO � //� GENERAL NOTES: Y 1. The Intent of this design W to facilitate the removal / / of a catch basin win minimal oilme tan. ' of me at. 2. The expansion su roalk shall of the be adjacent sidewalk droll be adjusted Dir sLA . In fine with m u cut mpon.i a1 / .TI. I ISOPET61C VIEW V /' CEMENT CONCRETE CURB S. PLAN - 101.1 DEPARTMEENT NT ID PUBLIC WORKS INSTALLATION AT PP> rD CATCH BASINS 6 0 7 CURB RAMP WIDTH f - a'NON LANDING TO MATCH CURB RAMP WDIH -SEE COUBMI PUNS I LANDING GRADE BREAK LANDING GRA ME CONTRACT PUNS- CURB RAMP DESREAK 4'- D'MIN. CEMENT CONCRETE SIDEYML 6FE CONTRACT PLANS- SEE Rome 6 6 o f- 0•MIN. I TRANSIROtJ TOTH CEMENT CONCRETE 810EwALK- SEE NOTE 6 1 ( y) SEE CONINACT PLANSMIN. 2 MAIL FLMtE iTYP.) , W IS PANSKIN "W (1YP.) -NEE 9a•EXPANSION I CURB PASP � BTANd1RD PLAN F.10.1a .IgNT(TYP.) -9EE I STANDARDPUN FOatO GRADE !1 u,• F IF BREAK TRANSITION TO SID EYMLK RUF ER, GRADE SREAK l PRESENT, OR TO BACK OF CURB (Tor,)- w .. isr_aiivi,e; 1 seacceTNACTPLANS 10.0%IA.1S --'- e' U B%M�P%. ,B f� CURB OR CURB AN TE4 �_- CURB. RB SEE NOTED TIE AND ME - —_T OE7£CTABLf WORMING SURFACE- SEE NOTE4 SEE STANDAMPUW F-N10 FACE OF CURB... _ ' FACE OF CURB MEASURED PARAl1EL F DEPREMEOCURSANDGUTTER- TO tuna mP.) CROSSWAU6 SEE NOTE 4 L NOTES CURB RAMPYADTH W -P MIN. 1, Provide a separate Curb Ramp for each marked or unmarked crosswalk. - LANDING TO MATCH CURB RAMP Curb Ramp klcadon shall be placed within it* width of the associated WIOIH -SEE CONRUCT PUNS crowheral)(or es shown In the Contract Plans. ICEMENTCONCRETE ADE BREAK 2. Wirer s "GRADE BREAK' is called out, the entire length of the grede break between the two adjacent surface planes shall be flush. 3. Do not place Gratklgs, Juncaon Boors, Access Covers, or other appurte- nances nances in front of the Curb Ramp or on any part of the Curb Ramp or SEE CONTRACT PUNS- Lending. V - 0' MIN. A Sao the Contract Plans for the Curb design specified. See Standard Plan BUFFER WIDTH -MATCH TO F -10.12 for Curb, Curb ant Gutter, Depressed Curb and Gutter, and CURB RAMP DEPTH III Pedestrian Curb details. 6. Sea Standard Plan F -30.10 for Cement Concrete Sidewalk details. Sea Contract Plans for wkfth and placement of sidewalk B. The BW Item °Cement Concrete Curb Ramp Type _" does not Include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, Or Sidewalk PEDESTRIAN CURB- 7. The Curb Ramp maximum running slope shall not require the nimp length SEE NOTE 4 to exceed 15-feet to avoid chasing the elope Indefinitely when Connecting `.. �` OEIECTASLE VdWNING SURFACE - to steep grades. When applying the 15 -(Dort ma)dmum length, the running SEE STANDARD PLAN 1- 10 slope of the Curb Ramp shell as Bat as feasible, I^y DEPRESSED CURB AND GLITTER 8. Cub Ramp, Lending, and Flares shall receive broom finish. See CROWARLIK I Standard Specification 8.14. LEGEND -�—� SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DETECTASLEWARNING SURFACE- (SHOWN WITH BUFFER) CEMENT CONCRETE SEE STAM)ARD PLAN F.M.10 PEDE9IAUN CURS - 4'-PMWI t4 -PMAY GRADE BREAK SEE NOTE 4 SLOPE TREATMENT- SEE CONRUCT PLANS SEE MOTET COLORER SUCIE- SEE BTANDARDPIAN FS0.10 GRADE BREAK 51ov1 MAX, 2016 MAX. d3Y —i .TOP OF ROADWAY t Ew CURB RAMP [p •. ,. ``• - DEPRESSED CURB AN"0.12 - SEE BTANDARDPUN HO.t2 SECTION OA � OFFS ENGINEERS �yF�� 6 AMOM •pF' 'PGjo- y, GRANTER NW 13932 SOUTHEAST 159TH PLACE :o L OFFE, P.E. RENTON, WASHNNGTON 98058 Z a"" o.L. GFFE. P.E. PHONE: 425- 260 -3412 �o *fh/S��,.' 01CMD, CONTACT: DARRELL OFFS, P.E. F'rSIONAL F'�G 05/28/2014 Nor. REVISION BY DATE APPR Aa" CEMENT CONCRETE CURB RAMP -TYPE PERPETIDIMU RB- PAYUNR- 3- R TYR CURB RADIUS DE-FAIL O ISOMETRIC MEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR SPAY LIMB DETECTABLE WARMING SURFACE - SEE STAMARDPLANF4a10 GUTTER- C eUg,,� 9 4E¢ @2� R-373305 343x3 0o mm �� {; c1c B g018T8& �� gL�i 8 gs70NAL �a0 83ppE6 INa CURB RAMP STANDARD PLAN F-40.15-02 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich EN Ill �wMMW. saw o.PO,Pw orr�.PWa,E. OMMENDED FOR APPROVAL 13 Dater Byl Date, Byl Date, Hyl Date, rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W �EXISING ASPHALT 1.0' MIN PAV <MENT . (SEE NOTE 7) & SANCUT (SEE NOTE 2) ARIEmFL SIREEL MINIMUM i ACP Gloss B) y _ (SEE NOTE A 6" CRUSHED ROCK J RSO @ITIAL SiREEi MINIMUM 4' HMA (c, ACP Doss e) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES:. 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAwCUT SHALL BE POSITIONED 1' - 0' BEYOND EDGE OF DAMAGED PAVEMENT. 3, THE INTENT CF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE CUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. STD. PLAN - 103 PUBLIC WORKS C CURB AND GUTTER P PPRO I D: DEPARTMENT R REPLACEMENT DETAIL +IE U- LcEav,rwNCaE *E — CYaBNV]6MEa 6 E- PLN VIEW �a PemEAlf4or I {c1wEt4RnlE rRVEaW 4Wif- N]i,n'RNEo i/Y P. "I P WiW N,CV0IW 4VrtEP gORW T— Y rt Y L .aam uENr aFnmrv-rnr wavoeo waaAwounaPNOmu wraeuw -rm auwEP OIPBUDM1IlEn BUnfM / SECDONO � //� GENERAL NOTES: Y 1. The Intent of this design W to facilitate the removal / / of a catch basin win minimal oilme tan. ' of me at. 2. The expansion su roalk shall of the be adjacent sidewalk droll be adjusted Dir sLA . In fine with m u cut mpon.i a1 / .TI. I ISOPET61C VIEW V /' CEMENT CONCRETE CURB S. PLAN - 101.1 DEPARTMEENT NT ID PUBLIC WORKS INSTALLATION AT PP> rD CATCH BASINS 6 0 7 CURB RAMP WIDTH f - a'NON LANDING TO MATCH CURB RAMP WDIH -SEE COUBMI PUNS I LANDING GRADE BREAK LANDING GRA ME CONTRACT PUNS- CURB RAMP DESREAK 4'- D'MIN. CEMENT CONCRETE SIDEYML 6FE CONTRACT PLANS- SEE Rome 6 6 o f- 0•MIN. I TRANSIROtJ TOTH CEMENT CONCRETE 810EwALK- SEE NOTE 6 1 ( y) SEE CONINACT PLANSMIN. 2 MAIL FLMtE iTYP.) , W IS PANSKIN "W (1YP.) -NEE 9a•EXPANSION I CURB PASP � BTANd1RD PLAN F.10.1a .IgNT(TYP.) -9EE I STANDARDPUN FOatO GRADE !1 u,• F IF BREAK TRANSITION TO SID EYMLK RUF ER, GRADE SREAK l PRESENT, OR TO BACK OF CURB (Tor,)- w .. isr_aiivi,e; 1 seacceTNACTPLANS 10.0%IA.1S --'- e' U B%M�P%. ,B f� CURB OR CURB AN TE4 �_- CURB. RB SEE NOTED TIE AND ME - —_T OE7£CTABLf WORMING SURFACE- SEE NOTE4 SEE STANDAMPUW F-N10 FACE OF CURB... _ ' FACE OF CURB MEASURED PARAl1EL F DEPREMEOCURSANDGUTTER- TO tuna mP.) CROSSWAU6 SEE NOTE 4 L NOTES CURB RAMPYADTH W -P MIN. 1, Provide a separate Curb Ramp for each marked or unmarked crosswalk. - LANDING TO MATCH CURB RAMP Curb Ramp klcadon shall be placed within it* width of the associated WIOIH -SEE CONRUCT PUNS crowheral)(or es shown In the Contract Plans. ICEMENTCONCRETE ADE BREAK 2. Wirer s "GRADE BREAK' is called out, the entire length of the grede break between the two adjacent surface planes shall be flush. 3. Do not place Gratklgs, Juncaon Boors, Access Covers, or other appurte- nances nances in front of the Curb Ramp or on any part of the Curb Ramp or SEE CONTRACT PUNS- Lending. V - 0' MIN. A Sao the Contract Plans for the Curb design specified. See Standard Plan BUFFER WIDTH -MATCH TO F -10.12 for Curb, Curb ant Gutter, Depressed Curb and Gutter, and CURB RAMP DEPTH III Pedestrian Curb details. 6. Sea Standard Plan F -30.10 for Cement Concrete Sidewalk details. Sea Contract Plans for wkfth and placement of sidewalk B. The BW Item °Cement Concrete Curb Ramp Type _" does not Include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, Or Sidewalk PEDESTRIAN CURB- 7. The Curb Ramp maximum running slope shall not require the nimp length SEE NOTE 4 to exceed 15-feet to avoid chasing the elope Indefinitely when Connecting `.. �` OEIECTASLE VdWNING SURFACE - to steep grades. When applying the 15 -(Dort ma)dmum length, the running SEE STANDARD PLAN 1- 10 slope of the Curb Ramp shell as Bat as feasible, I^y DEPRESSED CURB AND GLITTER 8. Cub Ramp, Lending, and Flares shall receive broom finish. See CROWARLIK I Standard Specification 8.14. LEGEND -�—� SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DETECTASLEWARNING SURFACE- (SHOWN WITH BUFFER) CEMENT CONCRETE SEE STAM)ARD PLAN F.M.10 PEDE9IAUN CURS - 4'-PMWI t4 -PMAY GRADE BREAK SEE NOTE 4 SLOPE TREATMENT- SEE CONRUCT PLANS SEE MOTET COLORER SUCIE- SEE BTANDARDPIAN FS0.10 GRADE BREAK 51ov1 MAX, 2016 MAX. d3Y —i .TOP OF ROADWAY t Ew CURB RAMP [p •. ,. ``• - DEPRESSED CURB AN"0.12 - SEE BTANDARDPUN HO.t2 SECTION OA � OFFS ENGINEERS �yF�� 6 AMOM •pF' 'PGjo- y, GRANTER NW 13932 SOUTHEAST 159TH PLACE :o L OFFE, P.E. RENTON, WASHNNGTON 98058 Z a"" o.L. GFFE. P.E. PHONE: 425- 260 -3412 �o *fh/S��,.' 01CMD, CONTACT: DARRELL OFFS, P.E. F'rSIONAL F'�G 05/28/2014 Nor. REVISION BY DATE APPR Aa" CEMENT CONCRETE CURB RAMP -TYPE PERPETIDIMU RB- PAYUNR- 3- R TYR CURB RADIUS DE-FAIL O ISOMETRIC MEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR SPAY LIMB DETECTABLE WARMING SURFACE - SEE STAMARDPLANF4a10 GUTTER- C eUg,,� 9 4E¢ @2� R-373305 343x3 0o mm �� {; c1c B g018T8& �� gL�i 8 gs70NAL �a0 83ppE6 INa CURB RAMP STANDARD PLAN F-40.15-02 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich EN Ill �wMMW. saw o.PO,Pw orr�.PWa,E. OMMENDED FOR APPROVAL 13 Dater Byl Date, Byl Date, Hyl Date, rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W 0 7 CURB RAMP WIDTH f - a'NON LANDING TO MATCH CURB RAMP WDIH -SEE COUBMI PUNS I LANDING GRADE BREAK LANDING GRA ME CONTRACT PUNS- CURB RAMP DESREAK 4'- D'MIN. CEMENT CONCRETE SIDEYML 6FE CONTRACT PLANS- SEE Rome 6 6 o f- 0•MIN. I TRANSIROtJ TOTH CEMENT CONCRETE 810EwALK- SEE NOTE 6 1 ( y) SEE CONINACT PLANSMIN. 2 MAIL FLMtE iTYP.) , W IS PANSKIN "W (1YP.) -NEE 9a•EXPANSION I CURB PASP � BTANd1RD PLAN F.10.1a .IgNT(TYP.) -9EE I STANDARDPUN FOatO GRADE !1 u,• F IF BREAK TRANSITION TO SID EYMLK RUF ER, GRADE SREAK l PRESENT, OR TO BACK OF CURB (Tor,)- w .. isr_aiivi,e; 1 seacceTNACTPLANS 10.0%IA.1S --'- e' U B%M�P%. ,B f� CURB OR CURB AN TE4 �_- CURB. RB SEE NOTED TIE AND ME - —_T OE7£CTABLf WORMING SURFACE- SEE NOTE4 SEE STANDAMPUW F-N10 FACE OF CURB... _ ' FACE OF CURB MEASURED PARAl1EL F DEPREMEOCURSANDGUTTER- TO tuna mP.) CROSSWAU6 SEE NOTE 4 L NOTES CURB RAMPYADTH W -P MIN. 1, Provide a separate Curb Ramp for each marked or unmarked crosswalk. - LANDING TO MATCH CURB RAMP Curb Ramp klcadon shall be placed within it* width of the associated WIOIH -SEE CONRUCT PUNS crowheral)(or es shown In the Contract Plans. ICEMENTCONCRETE ADE BREAK 2. Wirer s "GRADE BREAK' is called out, the entire length of the grede break between the two adjacent surface planes shall be flush. 3. Do not place Gratklgs, Juncaon Boors, Access Covers, or other appurte- nances nances in front of the Curb Ramp or on any part of the Curb Ramp or SEE CONTRACT PUNS- Lending. V - 0' MIN. A Sao the Contract Plans for the Curb design specified. See Standard Plan BUFFER WIDTH -MATCH TO F -10.12 for Curb, Curb ant Gutter, Depressed Curb and Gutter, and CURB RAMP DEPTH III Pedestrian Curb details. 6. Sea Standard Plan F -30.10 for Cement Concrete Sidewalk details. Sea Contract Plans for wkfth and placement of sidewalk B. The BW Item °Cement Concrete Curb Ramp Type _" does not Include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, Or Sidewalk PEDESTRIAN CURB- 7. The Curb Ramp maximum running slope shall not require the nimp length SEE NOTE 4 to exceed 15-feet to avoid chasing the elope Indefinitely when Connecting `.. �` OEIECTASLE VdWNING SURFACE - to steep grades. When applying the 15 -(Dort ma)dmum length, the running SEE STANDARD PLAN 1- 10 slope of the Curb Ramp shell as Bat as feasible, I^y DEPRESSED CURB AND GLITTER 8. Cub Ramp, Lending, and Flares shall receive broom finish. See CROWARLIK I Standard Specification 8.14. LEGEND -�—� SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DETECTASLEWARNING SURFACE- (SHOWN WITH BUFFER) CEMENT CONCRETE SEE STAM)ARD PLAN F.M.10 PEDE9IAUN CURS - 4'-PMWI t4 -PMAY GRADE BREAK SEE NOTE 4 SLOPE TREATMENT- SEE CONRUCT PLANS SEE MOTET COLORER SUCIE- SEE BTANDARDPIAN FS0.10 GRADE BREAK 51ov1 MAX, 2016 MAX. d3Y —i .TOP OF ROADWAY t Ew CURB RAMP [p •. ,. ``• - DEPRESSED CURB AN"0.12 - SEE BTANDARDPUN HO.t2 SECTION OA � OFFS ENGINEERS �yF�� 6 AMOM •pF' 'PGjo- y, GRANTER NW 13932 SOUTHEAST 159TH PLACE :o L OFFE, P.E. RENTON, WASHNNGTON 98058 Z a"" o.L. GFFE. P.E. PHONE: 425- 260 -3412 �o *fh/S��,.' 01CMD, CONTACT: DARRELL OFFS, P.E. F'rSIONAL F'�G 05/28/2014 Nor. REVISION BY DATE APPR Aa" CEMENT CONCRETE CURB RAMP -TYPE PERPETIDIMU RB- PAYUNR- 3- R TYR CURB RADIUS DE-FAIL O ISOMETRIC MEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR SPAY LIMB DETECTABLE WARMING SURFACE - SEE STAMARDPLANF4a10 GUTTER- C eUg,,� 9 4E¢ @2� R-373305 343x3 0o mm �� {; c1c B g018T8& �� gL�i 8 gs70NAL �a0 83ppE6 INa CURB RAMP STANDARD PLAN F-40.15-02 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich EN Ill �wMMW. saw o.PO,Pw orr�.PWa,E. OMMENDED FOR APPROVAL 13 Dater Byl Date, Byl Date, Hyl Date, rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W BREAK TRANSITION TO SID EYMLK RUF ER, GRADE SREAK l PRESENT, OR TO BACK OF CURB (Tor,)- w .. isr_aiivi,e; 1 seacceTNACTPLANS 10.0%IA.1S --'- e' U B%M�P%. ,B f� CURB OR CURB AN TE4 �_- CURB. RB SEE NOTED TIE AND ME - —_T OE7£CTABLf WORMING SURFACE- SEE NOTE4 SEE STANDAMPUW F-N10 FACE OF CURB... _ ' FACE OF CURB MEASURED PARAl1EL F DEPREMEOCURSANDGUTTER- TO tuna mP.) CROSSWAU6 SEE NOTE 4 L NOTES CURB RAMPYADTH W -P MIN. 1, Provide a separate Curb Ramp for each marked or unmarked crosswalk. - LANDING TO MATCH CURB RAMP Curb Ramp klcadon shall be placed within it* width of the associated WIOIH -SEE CONRUCT PUNS crowheral)(or es shown In the Contract Plans. ICEMENTCONCRETE ADE BREAK 2. Wirer s "GRADE BREAK' is called out, the entire length of the grede break between the two adjacent surface planes shall be flush. 3. Do not place Gratklgs, Juncaon Boors, Access Covers, or other appurte- nances nances in front of the Curb Ramp or on any part of the Curb Ramp or SEE CONTRACT PUNS- Lending. V - 0' MIN. A Sao the Contract Plans for the Curb design specified. See Standard Plan BUFFER WIDTH -MATCH TO F -10.12 for Curb, Curb ant Gutter, Depressed Curb and Gutter, and CURB RAMP DEPTH III Pedestrian Curb details. 6. Sea Standard Plan F -30.10 for Cement Concrete Sidewalk details. Sea Contract Plans for wkfth and placement of sidewalk B. The BW Item °Cement Concrete Curb Ramp Type _" does not Include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, Or Sidewalk PEDESTRIAN CURB- 7. The Curb Ramp maximum running slope shall not require the nimp length SEE NOTE 4 to exceed 15-feet to avoid chasing the elope Indefinitely when Connecting `.. �` OEIECTASLE VdWNING SURFACE - to steep grades. When applying the 15 -(Dort ma)dmum length, the running SEE STANDARD PLAN 1- 10 slope of the Curb Ramp shell as Bat as feasible, I^y DEPRESSED CURB AND GLITTER 8. Cub Ramp, Lending, and Flares shall receive broom finish. See CROWARLIK I Standard Specification 8.14. LEGEND -�—� SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DETECTASLEWARNING SURFACE- (SHOWN WITH BUFFER) CEMENT CONCRETE SEE STAM)ARD PLAN F.M.10 PEDE9IAUN CURS - 4'-PMWI t4 -PMAY GRADE BREAK SEE NOTE 4 SLOPE TREATMENT- SEE CONRUCT PLANS SEE MOTET COLORER SUCIE- SEE BTANDARDPIAN FS0.10 GRADE BREAK 51ov1 MAX, 2016 MAX. d3Y —i .TOP OF ROADWAY t Ew CURB RAMP [p •. ,. ``• - DEPRESSED CURB AN"0.12 - SEE BTANDARDPUN HO.t2 SECTION OA � OFFS ENGINEERS �yF�� 6 AMOM •pF' 'PGjo- y, GRANTER NW 13932 SOUTHEAST 159TH PLACE :o L OFFE, P.E. RENTON, WASHNNGTON 98058 Z a"" o.L. GFFE. P.E. PHONE: 425- 260 -3412 �o *fh/S��,.' 01CMD, CONTACT: DARRELL OFFS, P.E. F'rSIONAL F'�G 05/28/2014 Nor. REVISION BY DATE APPR Aa" CEMENT CONCRETE CURB RAMP -TYPE PERPETIDIMU RB- PAYUNR- 3- R TYR CURB RADIUS DE-FAIL O ISOMETRIC MEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR SPAY LIMB DETECTABLE WARMING SURFACE - SEE STAMARDPLANF4a10 GUTTER- C eUg,,� 9 4E¢ @2� R-373305 343x3 0o mm �� {; c1c B g018T8& �� gL�i 8 gs70NAL �a0 83ppE6 INa CURB RAMP STANDARD PLAN F-40.15-02 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich EN Ill �wMMW. saw o.PO,Pw orr�.PWa,E. OMMENDED FOR APPROVAL 13 Dater Byl Date, Byl Date, Hyl Date, rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W NOTES CURB RAMPYADTH W -P MIN. 1, Provide a separate Curb Ramp for each marked or unmarked crosswalk. - LANDING TO MATCH CURB RAMP Curb Ramp klcadon shall be placed within it* width of the associated WIOIH -SEE CONRUCT PUNS crowheral)(or es shown In the Contract Plans. ICEMENTCONCRETE ADE BREAK 2. Wirer s "GRADE BREAK' is called out, the entire length of the grede break between the two adjacent surface planes shall be flush. 3. Do not place Gratklgs, Juncaon Boors, Access Covers, or other appurte- nances nances in front of the Curb Ramp or on any part of the Curb Ramp or SEE CONTRACT PUNS- Lending. V - 0' MIN. A Sao the Contract Plans for the Curb design specified. See Standard Plan BUFFER WIDTH -MATCH TO F -10.12 for Curb, Curb ant Gutter, Depressed Curb and Gutter, and CURB RAMP DEPTH III Pedestrian Curb details. 6. Sea Standard Plan F -30.10 for Cement Concrete Sidewalk details. Sea Contract Plans for wkfth and placement of sidewalk B. The BW Item °Cement Concrete Curb Ramp Type _" does not Include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, Or Sidewalk PEDESTRIAN CURB- 7. The Curb Ramp maximum running slope shall not require the nimp length SEE NOTE 4 to exceed 15-feet to avoid chasing the elope Indefinitely when Connecting `.. �` OEIECTASLE VdWNING SURFACE - to steep grades. When applying the 15 -(Dort ma)dmum length, the running SEE STANDARD PLAN 1- 10 slope of the Curb Ramp shell as Bat as feasible, I^y DEPRESSED CURB AND GLITTER 8. Cub Ramp, Lending, and Flares shall receive broom finish. See CROWARLIK I Standard Specification 8.14. LEGEND -�—� SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DETECTASLEWARNING SURFACE- (SHOWN WITH BUFFER) CEMENT CONCRETE SEE STAM)ARD PLAN F.M.10 PEDE9IAUN CURS - 4'-PMWI t4 -PMAY GRADE BREAK SEE NOTE 4 SLOPE TREATMENT- SEE CONRUCT PLANS SEE MOTET COLORER SUCIE- SEE BTANDARDPIAN FS0.10 GRADE BREAK 51ov1 MAX, 2016 MAX. d3Y —i .TOP OF ROADWAY t Ew CURB RAMP [p •. ,. ``• - DEPRESSED CURB AN"0.12 - SEE BTANDARDPUN HO.t2 SECTION OA � OFFS ENGINEERS �yF�� 6 AMOM •pF' 'PGjo- y, GRANTER NW 13932 SOUTHEAST 159TH PLACE :o L OFFE, P.E. RENTON, WASHNNGTON 98058 Z a"" o.L. GFFE. P.E. PHONE: 425- 260 -3412 �o *fh/S��,.' 01CMD, CONTACT: DARRELL OFFS, P.E. F'rSIONAL F'�G 05/28/2014 Nor. REVISION BY DATE APPR Aa" CEMENT CONCRETE CURB RAMP -TYPE PERPETIDIMU RB- PAYUNR- 3- R TYR CURB RADIUS DE-FAIL O ISOMETRIC MEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR SPAY LIMB DETECTABLE WARMING SURFACE - SEE STAMARDPLANF4a10 GUTTER- C eUg,,� 9 4E¢ @2� R-373305 343x3 0o mm �� {; c1c B g018T8& �� gL�i 8 gs70NAL �a0 83ppE6 INa CURB RAMP STANDARD PLAN F-40.15-02 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich EN Ill �wMMW. saw o.PO,Pw orr�.PWa,E. OMMENDED FOR APPROVAL 13 Dater Byl Date, Byl Date, Hyl Date, rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W `.. �` OEIECTASLE VdWNING SURFACE - to steep grades. When applying the 15 -(Dort ma)dmum length, the running SEE STANDARD PLAN 1- 10 slope of the Curb Ramp shell as Bat as feasible, I^y DEPRESSED CURB AND GLITTER 8. Cub Ramp, Lending, and Flares shall receive broom finish. See CROWARLIK I Standard Specification 8.14. LEGEND -�—� SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR D DETECTASLEWARNING SURFACE- (SHOWN WITH BUFFER) CEMENT CONCRETE SEE STAM)ARD PLAN F.M.10 PEDE9IAUN CURS - 4'-PMWI t4 -PMAY GRADE BREAK SEE NOTE 4 SLOPE TREATMENT- SEE CONRUCT PLANS SEE MOTET COLORER SUCIE- SEE BTANDARDPIAN FS0.10 GRADE BREAK 51ov1 MAX, 2016 MAX. d3Y —i .TOP OF ROADWAY t Ew CURB RAMP [p •. ,. ``• - DEPRESSED CURB AN"0.12 - SEE BTANDARDPUN HO.t2 SECTION OA � OFFS ENGINEERS �yF�� 6 AMOM •pF' 'PGjo- y, GRANTER NW 13932 SOUTHEAST 159TH PLACE :o L OFFE, P.E. RENTON, WASHNNGTON 98058 Z a"" o.L. GFFE. P.E. PHONE: 425- 260 -3412 �o *fh/S��,.' 01CMD, CONTACT: DARRELL OFFS, P.E. F'rSIONAL F'�G 05/28/2014 Nor. REVISION BY DATE APPR Aa" CEMENT CONCRETE CURB RAMP -TYPE PERPETIDIMU RB- PAYUNR- 3- R TYR CURB RADIUS DE-FAIL O ISOMETRIC MEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR SPAY LIMB DETECTABLE WARMING SURFACE - SEE STAMARDPLANF4a10 GUTTER- C eUg,,� 9 4E¢ @2� R-373305 343x3 0o mm �� {; c1c B g018T8& �� gL�i 8 gs70NAL �a0 83ppE6 INa CURB RAMP STANDARD PLAN F-40.15-02 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich EN Ill �wMMW. saw o.PO,Pw orr�.PWa,E. OMMENDED FOR APPROVAL 13 Dater Byl Date, Byl Date, Hyl Date, rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W � OFFS ENGINEERS �yF�� 6 AMOM •pF' 'PGjo- y, GRANTER NW 13932 SOUTHEAST 159TH PLACE :o L OFFE, P.E. RENTON, WASHNNGTON 98058 Z a"" o.L. GFFE. P.E. PHONE: 425- 260 -3412 �o *fh/S��,.' 01CMD, CONTACT: DARRELL OFFS, P.E. F'rSIONAL F'�G 05/28/2014 Nor. REVISION BY DATE APPR Aa" CEMENT CONCRETE CURB RAMP -TYPE PERPETIDIMU RB- PAYUNR- 3- R TYR CURB RADIUS DE-FAIL O ISOMETRIC MEW ISOMETRIC VIEW TYPE PERPENDICULAR A PAY UNIT TYPE PERPENDICULAR SPAY LIMB DETECTABLE WARMING SURFACE - SEE STAMARDPLANF4a10 GUTTER- C eUg,,� 9 4E¢ @2� R-373305 343x3 0o mm �� {; c1c B g018T8& �� gL�i 8 gs70NAL �a0 83ppE6 INa CURB RAMP STANDARD PLAN F-40.15-02 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich EN Ill �wMMW. saw o.PO,Pw orr�.PWa,E. OMMENDED FOR APPROVAL 13 Dater Byl Date, Byl Date, Hyl Date, rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W rE SCALE S Nwo rPN M 171 WI CITY OF SHATTUCK WEST SHORT PLAT 10/2/2013 IKI�MRYI: ova , RENTON ANDREW MICHAEL CONSTRUCTION, LLC DATUM DETAILS & NOTES DURING. . I Planning /Building /Public works Dept. F Xe RE aaH 2005 SHATTUCK AVENUE SOUTH a 4 7 Cc7 rz." ?ads' I DETA I L' D C to `o O I ,, � W W