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HomeMy WebLinkAboutzT-3193SetR450'- ........... P CONSTRUCTION CENTERLINE- STA. 1*85, 12PT 8011 V TAPER Llw (Trp-) V EXISTING KEYSTONE WALL TO BE RECONSTRUCTED INTO A 2 TIERED SYSTEM AS SHORN RECONSTRUCTED KEYSTONE WALL LA4 EXISTING WOOD FENCE -4 25' RADIUS CURB TO MATCH 6d Z- rYlC77AIr- rymirim rlIPPIAIr - STA. 1*36, 0:0PT--i-,� — ENTERING SIGHT DISTANCE NORTH > 500' EXISTING 4" DOUBLE YELLOW S TRIPE TO REMAIN (TYP) . . .............. . ...... . ...... ............ INSTALL TYPE 2YY RPMS 10' O.C. ALONG 85' TAPER J ---INSTALL APPROX. 235Lf -OF DOUBLE 4" YELLOW CENTERLINE INE S TRIPE Hf TH TYPE 2 YY RPMS SPACED 40' 0. C PER KCRS DWG NO. 6-001, 6-004 . . . ................... .... INSTALL THERMOPLASTIC TYPE 2L LEFT TURN ARROW PER —I//' Q nUll' N0. 6 -003 SE 1/4 SEC. 14. 7WR 23 N, RGE 5 E, W M. �N D'A"& (5) (SEE. FIG. 3-009) 3' MIN. RAMPQ TEXTURE !�w Co tq 2' MIN. NOTES: FLUSH—"""'*"" 1. RAMP AND APPROACHES HAVE MINIMUM 10' 32 IN. CLEARANCE FROM OBSTACLES INCL 6' 4* MIN. HYDRANTS, POLES, AND INLETS. 12:1 (2) RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE DETAIL BELOW.) 71T EXSPANStOM 4" THICK CEMENT CONCRETE SIDEWALK _. 3. RAMP CENTER LINE SHALL BE PERPENDICULAR SECT ON- VERTICAL CUR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE COUNTY ROAD 10, ENGINEER. 6- 4' MIN. FLUSH 12.1 RAMPS SHALL BE CONSTRUCTED AT 12.1 CORRESPONDING'SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN E BREW & RAMPS ARE CONSTRUCTED ON ONE SIDE Lim EXSPANSION JOINT OF STREET. SEE FIG. 3-006. 5" THICK CEMENT CONCRETE SIDEWALK @ LANDING SHALL BE MINIMUM 4 X 4. (REFER TO FIG. 3-008.) SECTION-ROLLED CUR 6. RAMPS SHALL BE CONTRASTING COLOR OF LIGHT TO DARK OR DARK TO LIGHT AND COLORING MUST BE AN INTEGRATED PART OF THE RAMP. 1 2.35, L F 0'21 0.91 SECTION 2.35' > w La 2.351 12 2.Wt 2 35' a/ 0 2.35' '0 0 0 0 w 0.9' S - QUAIE 0'9' SQUARE PATTERN r DIAGONAL ALIGNMENT PARALLEL ALIGNMENT TRIANGULAR PATTERN PLAN TRUNCATED DOME Department of Transportation CURB RAMP SIX 3-007 Roads Services Division 3-16 2004 Design and King County Construction Standards ON 156TH AVE 5F I-RELOCATE STREET LIGHT CONSTRUCTION CENTERLINE AND POKER POLE TO FACE INSTALL 8*1 NHITE THERMOPLASTIC OF WALL STRIPE NTH 2W RPMS SPACED 20' 0. C INSTALL CHAINLINK FENCE ON PROFS?TKLIIVE, TYPE NO. 4 OR 6 16" HR17F 1HERMOPLAS77C STOP BAR PER XCRS DWG NO. 6-001, 6-004 (WSDOTIAPWA STANDARD). 4' HIGH MIN HEIGHT #HERE WALLS -002 ARE 3' HIGH OR GREATER (TYP) PER KCRS DWG NO. 6 STA. I*JJ5, 6' LT. END STRIPING APFROZIMA TE EDGE OF FOOTING FOR CONCRETE WALL. A NOTCH WL L BE PRO WDED IN FOOTING TO A CCOMMODA TE 0 43 & 53. SEE STRUCTURAL WALL PLANS FOR MORE 6' INFORMATION. a O 5g. lwwwmwEy�,, 0� 'avow CROSSWALK MARKINGS OR CROSSWALK LOCATION. NOTE* 1D RAMPS SHALL BE CONTRASTING COLOR OF LIGHT TO DARK OR DARK TO LIGHT AND COLORING MUST BE AN INTEGRATED PART OF THE RAMP. 2. CONSTRUCT RAMPS IN ACCORDANCE WITH FIG. 3-007. LANDING SHALL BE A MINIMUM 4' X 4% , Department of Transportation CURB RAMP M 3-008 Roads Services DIVislon WITHIN RADIUS 3-17 2004 Design and King County Construction Standards --- - -- . ... .... ....... . . ...... .. . ....... . . .... ...... .... .............. R=150' 3 S. E .1 36th ST. ORHOOD COLLECTOR - 25M ph) .............. —STA. 1f83.5, 6RT R=150' ss RIW LINE (TYR) 11 ME no (Trp-) EXISTING EXTRUDED CURB EXISTING KEYSTONE WALL TO BE RECONSTRUCTED INTO A 2 TIERED SYSTEM AS SHORN RECONSTRUCTED KEYSTONE WALL (2° Xv HIGH) EXISTING WOOD FENCE 25' RADIUS CURB TO MATCH rYlC77AIr- rymirim rlIPPIAIr - SE 1/4 SEC. 14. 7WR 23 N, RGE 5 E, W M. �N D'A"& (5) (SEE. FIG. 3-009) 3' MIN. RAMPQ TEXTURE !�w Co tq 2' MIN. NOTES: FLUSH—"""'*"" 1. RAMP AND APPROACHES HAVE MINIMUM 10' 32 IN. CLEARANCE FROM OBSTACLES INCL 6' 4* MIN. HYDRANTS, POLES, AND INLETS. 12:1 (2) RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE DETAIL BELOW.) 71T EXSPANStOM 4" THICK CEMENT CONCRETE SIDEWALK _. 3. RAMP CENTER LINE SHALL BE PERPENDICULAR SECT ON- VERTICAL CUR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE COUNTY ROAD 10, ENGINEER. 6- 4' MIN. FLUSH 12.1 RAMPS SHALL BE CONSTRUCTED AT 12.1 CORRESPONDING'SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN E BREW & RAMPS ARE CONSTRUCTED ON ONE SIDE Lim EXSPANSION JOINT OF STREET. SEE FIG. 3-006. 5" THICK CEMENT CONCRETE SIDEWALK @ LANDING SHALL BE MINIMUM 4 X 4. (REFER TO FIG. 3-008.) SECTION-ROLLED CUR 6. RAMPS SHALL BE CONTRASTING COLOR OF LIGHT TO DARK OR DARK TO LIGHT AND COLORING MUST BE AN INTEGRATED PART OF THE RAMP. 1 2.35, L F 0'21 0.91 SECTION 2.35' > w La 2.351 12 2.Wt 2 35' a/ 0 2.35' '0 0 0 0 w 0.9' S - QUAIE 0'9' SQUARE PATTERN r DIAGONAL ALIGNMENT PARALLEL ALIGNMENT TRIANGULAR PATTERN PLAN TRUNCATED DOME Department of Transportation CURB RAMP SIX 3-007 Roads Services Division 3-16 2004 Design and King County Construction Standards ON 156TH AVE 5F I-RELOCATE STREET LIGHT CONSTRUCTION CENTERLINE AND POKER POLE TO FACE INSTALL 8*1 NHITE THERMOPLASTIC OF WALL STRIPE NTH 2W RPMS SPACED 20' 0. C INSTALL CHAINLINK FENCE ON PROFS?TKLIIVE, TYPE NO. 4 OR 6 16" HR17F 1HERMOPLAS77C STOP BAR PER XCRS DWG NO. 6-001, 6-004 (WSDOTIAPWA STANDARD). 4' HIGH MIN HEIGHT #HERE WALLS -002 ARE 3' HIGH OR GREATER (TYP) PER KCRS DWG NO. 6 STA. I*JJ5, 6' LT. END STRIPING APFROZIMA TE EDGE OF FOOTING FOR CONCRETE WALL. A NOTCH WL L BE PRO WDED IN FOOTING TO A CCOMMODA TE 0 43 & 53. SEE STRUCTURAL WALL PLANS FOR MORE 6' INFORMATION. a O 5g. lwwwmwEy�,, 0� 'avow CROSSWALK MARKINGS OR CROSSWALK LOCATION. NOTE* 1D RAMPS SHALL BE CONTRASTING COLOR OF LIGHT TO DARK OR DARK TO LIGHT AND COLORING MUST BE AN INTEGRATED PART OF THE RAMP. 2. CONSTRUCT RAMPS IN ACCORDANCE WITH FIG. 3-007. LANDING SHALL BE A MINIMUM 4' X 4% , Department of Transportation CURB RAMP M 3-008 Roads Services DIVislon WITHIN RADIUS 3-17 2004 Design and King County Construction Standards --- - -- . ... .... ....... . . ...... .. . ....... . . .... ...... .... .............. R=150' 3 S. E .1 36th ST. ORHOOD COLLECTOR - 25M ph) .............. —STA. 1f83.5, 6RT R=150' ss RIW LINE (TYR) 11 ME no D i 1 i k\� 4 <. . (� �\\ / \< < \� Q \� ¥j WE ■ � \ ` \ Lz/ � . �