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HomeMy WebLinkAboutT-279003i ' TRACT C DETENTION - 59 +9D 3 3 6 SHELTER TYPE B -11 PER MATCH 9 90STING E END WE57BOUND a Q F WIDENING TAPER EX. TELEPHONE LINE r m 270' - T TO BE RELOCATED z O r? nu Ir 1 • •, WESTBOUND WOEMI TAPER ; ;:. - ° °AEf T'7ALLL'EE PATY P177' .._RAMP At7E77NA7E PER, KG,L- 0.£,S7MU-DWY W, C1 O z • i ' TRACT C DETENTION - -- 270' TAPER Z/ 0 11• (Typ) x ., E3 2 ._ _- - -_ - -__ - - -_ - - 150' ' c0 f -E/ 170' - - l \ 62 100' - - / E3 � 54 - - Ex 45:1 TAPER NE 4 — — _ - - - - -- NOTE. u TH STREET VERTICAL CURB GUTTER j BEGN 6' HIDE SHOULDER P �N EXISTING STRIPING BETWEEN A AND SIDEWALK PER AT E45T END OF VERTICAL 1D' M /N. BURNSIEAD PLAT PATCH DEISTING ASPHALT Ex PGVF_R POLE STA 59 +90.73 AND STA CS PER CURB, GUTTER AND I OULD NI7H ASPHALT GEAR � � (BY OTHERS) CUP TO K. CONNECT 12" sEpARAnav 68 +62.14 TO BE COMPLETELY BURNS7EA0 TO CREATE A 6' N1DE SHOULDER. REMOVED AND REPLACED K1774 PEA T CUP TO SYSTEM. SEE DETAIL, THIS SHEET DRAINAGE SYSTEM 64+1273 NEW STRIPING AS SHOWN. (BY OTHERS) (rrP) p,,D iuRH CANE (aroTE Gae£ STRIFE) PAVEMENT WIDENING BY OTHERS END DOUBLE YELLOW CENTER STRIPE END EAST- AND NE57BOUND Qq Q LANE STRIPES 270' SO' 100' EAS7BOUND WIDENING TAPER 63 +10.73 LET r IUMV LANE 59}90. cvicn.rn B A NNl7E GORE STRIPE 30' TYPE I ARROWS AT 30' 1YPICAL MERGE ARROW O M' RAISED PAVEMENT MARKERS PER C. O.R. STD. PLAN HR -08 TYPE 2 RPM RAISED FACE COLORS TYPE 20 WH 17E AND RED TYPE 2c YELLOW AND RED TYPE I YELLOW AND YELLOW TYPE 2e WHITE — DIVE SIDE ONLY TYPE 2f YELLOW — ONE SIDE ONLY TYPE 1 RPM COLORS WHITE YELLOW PAVEMENT MAW= AM SIGNING LEGEAID ALL PAVEMENT MARKINGS SHALL BE PER CITY OF RENTON STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. ALL S/GNAGE SHALL BE PER THE 1986 EDT 7701V OF THE M. U. T. C.D. Of DOUBLE YELLOW CENTER STRIPE — 2 SOLID YELLOW LINES, 4- WIDE, SEPARATED BY A 4' SPACE. SEE C.O.R. STD. PLAN HR -01 FOR PLACEMENT AND TYPE OF CHANNELIZA77ON MARKERS (THIS SHEET) 2O LANE STRIPE — BROKEN WHITE LINE, 4- WIDE, 9' LONG WITH 15' GAP. SEE C.O.R. SID. PLAN HR -02 FOR PLACEMENT AND TYPE OF CHANNEL/ZATION MARKERS (SHEET 12) 3O EDGE STRIPE — SOLID WHI7E LINE, 4- WIDE. NO RPM's. SEE CO.R. STD. PLAN HR -03. ® PLASTIC TRAFFIC ARROW — SEE C.O.R. STD. PLANS HR -02 AND HR -03. O STOP BAR — SOLID H-17E LINE, 18' WIDE. SEE C.O.R. STD. PLAN HR -03. © LEFT EDGE STRIPE — SOLID YELLOW LINE, 4' 1+7DE. O7 APPROACH STRIPE (GORE STRIPE) — SOLID WHITE LINE, 8' WIDE. SEE CO.R. STD. PLAN HR -02 FOR PLACEMENT AND TYPE OF CHANNELIZA77ON MARKERS. ID MERGE ARROW — SEE DETAIL, THIS SHEET 9O DROP LANE STRIPE — BROKEN WHITE UNE, 8' WIDE, 9' LONG WITH 15' GAP. SEE C.O.R. SID. PLAN HR -02 FOR PLACEMENT AND TYPE OF CHANNEUZATION MARKERS. (SHEET 72) 0 STOP SIGN R1 -1 (30 "x30) 1 / NO OUTLET SIGN W14 -2 (30'x30) - - "M0— *+# —Ir7f6 VARIES 0 =f2' WIDE PROPOSED 6' MIN WIDE LANE PROPOSED 1 f' WIDE 11' WIDE Q' B' SHOULDER 0 N L Y PROPOSED PROPOSED 575' TRAVEL LANE TRAVEL LANE 6' (CEI - IEER.)I MAX I 1.5' TH/CKE^IED LANE WHITE GORE D R STRIPE STRIPE '3 32' VERTICAL CURB REQUIRED) SAWCUT -+ AND GTTTER (TYP) WHITE MATCH EXISTING I EDGE ASPHALT SHOULDER I STRIPE TRANSIT PAt'E "T B• Ir 8' V✓lGE T 11" VriDE 77' uv101- 10' ( EX. ASPHALT EX. CONCRETE EX CONCRETE -I ICI ,Ii J SHOULDER PANEL PANEL I (CEIJTERED) VARIES 12• j CHANNEL IZA T /ON AND PA VEMENT .PA TCH DETAIL (SOUTH SIDE OF SE 1287H SARA NOT TO SCALE BUS PULLOUT DETAIL NOT TO SCALE / D IN T 23 +11.72 R05ARIO AE NE x i• 11' = 64 +60LRER 73 NE 4TH ST y C C 66 +00.00 33.0' RT • S E LINE END VER77CAL CUR B ATED AND GUTTER (W/ 6' ^. TAPER). BEGIN ASPHALT SHOULDER. BEVELED END �, i 3 PT = 122 +69.75 g EX PP SECTION PER R[75,4fB0 AVE NE W/ STREET LIGHT CITY OF , I STD. PLAN N B046 5' (MlN) • _ 270' TAPER v[ - .R'vc50 9Q o 1 270�TAAPER '} 11 (TYP) _ 65 -- 270' TAPER 1 50' _ - 50, - -i - ® 12= (T>?)- 66 - EXISTING CULVERTS 2 y TO BE REMOVED 11 (1Yp) 270' TAPER _ —_ V — — — — 270 TAPER -- - - - -- -- — 7- -_— -- - -151.- •ARO? -- I EX75T7NG EDGE OF SHOULDER 7A.AL ED END RELOCATE EXISTING (TYP) N PER 6' DITCH AS REQUIRED, F RENTON (MIN') SEE DETAIL, THIS SHEET. 65+1Q73 LAN B046 BEGIN ENTRY LAN£ NHITE- GORE STRIPE) EXISTI X BEGIN DOUBLE YELLOW ( X:A17ER STRIPE TO BE RELOCATED BEGIN EAST— AND NESIBOUND 86' LANE STRIPES ENMR LANE BEGIN 73 END WHITE GORE STRIPE BEGIN N 45.• 1 TAPER CI7Y OF RENTON SID. PLAN 0046 (7) SEE DETAIN. THIS -WEFT. —I— —I -' rxn SHOIRDFR WITH NEW ASPHALT EXIS77NU DITCH �X. PP TO REMAIN TYP W STREET TO CREATE A 8' WIDE SHOULDER LIGHT (Typ) EXISTING EDGE EX. PP OF ASPHALT X ° \ o � D, Tom— - -- 45.1 TAPER ----- - - - - -- — — — - 67 EDGE EXISTING / 270' TAP 68 CONCREE TE /FOG LINE REVELED END SEC77ONS — — (TYP) 69 ER CITY OF RENTGN �(� BEVELED END SECTIONS SID. PLAN 8046 (TYP) �� _170 TAPER PER OF R[N7ON r 3 STD. — — — — 45:1 TAPER NE 4TH STREET Ex 'sT, "G MAl" PATCH DEZ57NG ASPHALT TO REMAIN SrifXli�7r -i? m YnFA1E ' HIDE SHOULDER NG DITCH m }H . �.�. � °._ �°�TEXISTING -g GE NOTE. 6 • CENTER LINES TWO -WAY LEFT TURN LANE e ■ • • • e • • • • • ■ • • • • • • e • !4 . ■ • . . . . . • X I- 4" YELLOW TYPE Y I I 2 3' -{- 15' -{ a -{ 3'�- •� i 1 30 LINE MARKERS 4° YELLOW TYPE 'lid' 72' /`4° YELLOW TYPE 'lid' LINE MARKERS (Rr'rL) DOUBLE YELLOW CENTER LINE LINE MARKERS (REEL) / �4° YELLOW TYPE T LINE MARKERS 4° YELLOW TYPE T LINE MARKERS SINGLE SKIP YELLOW CENTER UNE 4° YELLOW TYPE 'lid' LINE MARKERS (REFL.) NUMBER OF 2 -WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH - - - -- 200' O.C. CEV14NEIJZ TION MARffi7.S DETAIL SPEED LIMT 30 -35 MPH -- 250' D.C. Y a ADOPTED SPEED LIMIT ,0 -45 MPH -- 300' D.C. `_ _ . * an w RI sresne� rasa N, 13i DA28:,D/3- DATE REVISION BY LPPRJ DWG. NAME: HR -01 SP PAGE H001 THIS -SHEET. E 5 / OF ASPHAL Y; SEE FRONTAGE AND 270' rrp ROADWAY IMPROVEMENT MERGE LANE AND WDENING TAPERS PLAN, SHEET 9, FOR se +s0.73 DRAINAGE IMPROVEMENTS MATCH EXIS77NG AND PROFILE OF SOUTH SIDE OF NE 47H STREET. —s Project Management CM1 Engmeermg Land Surveying Land Use Planning Landscape O'hilecI- Site Design 11814 115th A- NI KIM-ad, NA 98031 -8929 Tel 4259819448 Pox 425821.5181 T.R Fine 880AIII mtd dmIII Q 2 z Q y N W Q V O W OC O a.. 'v Q gg �12 afW o G ap!gT It ga t U w � � C WLLUAM W. DEWLAP, ,R., P.E. DESIGNED: W. GOGaWI P.E./B. PULN575 CARD: R. MARZOLF CHECKED: W. G"W, P.E. DATE: 3101199 SCALE: HOEI'L,:1' =30' VENT.: N/A C EXISTING GROUND 4 0.5' MIN MAX \ J' PROPOSED SHOULDER 4:1 !\ MAX `EXISTING DITCH RELOCATED 01 TCH DITCH RELOCATION DETAIL NOT TO SCALE n ti, pF ASR OG' 3`F� r4 aci - z A �C d' RGISTBR G s`YfONAL Eli EXPIRES: 1/22/03 Z /28 /O/ Checked for Compliance to City Standards S'S NOT VALID UNLESS SIGNRO AND DATED 70B Nu"" 95-243 SHEET NUMM SCANNE a a _ - ° 0O N r 1 H N II 1 - 59 +9D 3 3 6 SHELTER TYPE B -11 PER MATCH 9 90STING E END WE57BOUND WIDENING TAPER EX. TELEPHONE LINE 270' - T TO BE RELOCATED 1 • •, WESTBOUND WOEMI TAPER ; ;:. - ° °AEf T'7ALLL'EE PATY P177' .._RAMP At7E77NA7E PER, KG,L- 0.£,S7MU-DWY W, C1 \\III ' To BE RELOCATED , ,. _ PROP'OSEDR -O- ., EX, PP .. _ __ ...' ,. ._" 63i9B62 .. ' °- �\ \ .V'E7171CA� . ..y - Y,O^�•� r^w 4 -- - 45.7- TAPER p S p- SCALE: - _ - - - , - - -245' - - _ - - - - - - - - -- 270��AP£R - 2 - 0 15 30 60 � �' �� 30' TYPE I ARROWS AT 30' 1YPICAL MERGE ARROW O M' RAISED PAVEMENT MARKERS PER C. O.R. STD. PLAN HR -08 TYPE 2 RPM RAISED FACE COLORS TYPE 20 WH 17E AND RED TYPE 2c YELLOW AND RED TYPE I YELLOW AND YELLOW TYPE 2e WHITE — DIVE SIDE ONLY TYPE 2f YELLOW — ONE SIDE ONLY TYPE 1 RPM COLORS WHITE YELLOW PAVEMENT MAW= AM SIGNING LEGEAID ALL PAVEMENT MARKINGS SHALL BE PER CITY OF RENTON STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. ALL S/GNAGE SHALL BE PER THE 1986 EDT 7701V OF THE M. U. T. C.D. Of DOUBLE YELLOW CENTER STRIPE — 2 SOLID YELLOW LINES, 4- WIDE, SEPARATED BY A 4' SPACE. SEE C.O.R. STD. PLAN HR -01 FOR PLACEMENT AND TYPE OF CHANNELIZA77ON MARKERS (THIS SHEET) 2O LANE STRIPE — BROKEN WHITE LINE, 4- WIDE, 9' LONG WITH 15' GAP. SEE C.O.R. SID. PLAN HR -02 FOR PLACEMENT AND TYPE OF CHANNEL/ZATION MARKERS (SHEET 12) 3O EDGE STRIPE — SOLID WHI7E LINE, 4- WIDE. NO RPM's. SEE CO.R. STD. PLAN HR -03. ® PLASTIC TRAFFIC ARROW — SEE C.O.R. STD. PLANS HR -02 AND HR -03. O STOP BAR — SOLID H-17E LINE, 18' WIDE. SEE C.O.R. STD. PLAN HR -03. © LEFT EDGE STRIPE — SOLID YELLOW LINE, 4' 1+7DE. O7 APPROACH STRIPE (GORE STRIPE) — SOLID WHITE LINE, 8' WIDE. SEE CO.R. STD. PLAN HR -02 FOR PLACEMENT AND TYPE OF CHANNELIZA77ON MARKERS. ID MERGE ARROW — SEE DETAIL, THIS SHEET 9O DROP LANE STRIPE — BROKEN WHITE UNE, 8' WIDE, 9' LONG WITH 15' GAP. SEE C.O.R. SID. PLAN HR -02 FOR PLACEMENT AND TYPE OF CHANNEUZATION MARKERS. (SHEET 72) 0 STOP SIGN R1 -1 (30 "x30) 1 / NO OUTLET SIGN W14 -2 (30'x30) - - "M0— *+# —Ir7f6 VARIES 0 =f2' WIDE PROPOSED 6' MIN WIDE LANE PROPOSED 1 f' WIDE 11' WIDE Q' B' SHOULDER 0 N L Y PROPOSED PROPOSED 575' TRAVEL LANE TRAVEL LANE 6' (CEI - IEER.)I MAX I 1.5' TH/CKE^IED LANE WHITE GORE D R STRIPE STRIPE '3 32' VERTICAL CURB REQUIRED) SAWCUT -+ AND GTTTER (TYP) WHITE MATCH EXISTING I EDGE ASPHALT SHOULDER I STRIPE TRANSIT PAt'E "T B• Ir 8' V✓lGE T 11" VriDE 77' uv101- 10' ( EX. ASPHALT EX. CONCRETE EX CONCRETE -I ICI ,Ii J SHOULDER PANEL PANEL I (CEIJTERED) VARIES 12• j CHANNEL IZA T /ON AND PA VEMENT .PA TCH DETAIL (SOUTH SIDE OF SE 1287H SARA NOT TO SCALE BUS PULLOUT DETAIL NOT TO SCALE / D IN T 23 +11.72 R05ARIO AE NE x i• 11' = 64 +60LRER 73 NE 4TH ST y C C 66 +00.00 33.0' RT • S E LINE END VER77CAL CUR B ATED AND GUTTER (W/ 6' ^. TAPER). BEGIN ASPHALT SHOULDER. BEVELED END �, i 3 PT = 122 +69.75 g EX PP SECTION PER R[75,4fB0 AVE NE W/ STREET LIGHT CITY OF , I STD. PLAN N B046 5' (MlN) • _ 270' TAPER v[ - .R'vc50 9Q o 1 270�TAAPER '} 11 (TYP) _ 65 -- 270' TAPER 1 50' _ - 50, - -i - ® 12= (T>?)- 66 - EXISTING CULVERTS 2 y TO BE REMOVED 11 (1Yp) 270' TAPER _ —_ V — — — — 270 TAPER -- - - - -- -- — 7- -_— -- - -151.- •ARO? -- I EX75T7NG EDGE OF SHOULDER 7A.AL ED END RELOCATE EXISTING (TYP) N PER 6' DITCH AS REQUIRED, F RENTON (MIN') SEE DETAIL, THIS SHEET. 65+1Q73 LAN B046 BEGIN ENTRY LAN£ NHITE- GORE STRIPE) EXISTI X BEGIN DOUBLE YELLOW ( X:A17ER STRIPE TO BE RELOCATED BEGIN EAST— AND NESIBOUND 86' LANE STRIPES ENMR LANE BEGIN 73 END WHITE GORE STRIPE BEGIN N 45.• 1 TAPER CI7Y OF RENTON SID. PLAN 0046 (7) SEE DETAIN. THIS -WEFT. —I— —I -' rxn SHOIRDFR WITH NEW ASPHALT EXIS77NU DITCH �X. PP TO REMAIN TYP W STREET TO CREATE A 8' WIDE SHOULDER LIGHT (Typ) EXISTING EDGE EX. PP OF ASPHALT X ° \ o � D, Tom— - -- 45.1 TAPER ----- - - - - -- — — — - 67 EDGE EXISTING / 270' TAP 68 CONCREE TE /FOG LINE REVELED END SEC77ONS — — (TYP) 69 ER CITY OF RENTGN �(� BEVELED END SECTIONS SID. PLAN 8046 (TYP) �� _170 TAPER PER OF R[N7ON r 3 STD. — — — — 45:1 TAPER NE 4TH STREET Ex 'sT, "G MAl" PATCH DEZ57NG ASPHALT TO REMAIN SrifXli�7r -i? m YnFA1E ' HIDE SHOULDER NG DITCH m }H . �.�. � °._ �°�TEXISTING -g GE NOTE. 6 • CENTER LINES TWO -WAY LEFT TURN LANE e ■ • • • e • • • • • ■ • • • • • • e • !4 . ■ • . . . . . • X I- 4" YELLOW TYPE Y I I 2 3' -{- 15' -{ a -{ 3'�- •� i 1 30 LINE MARKERS 4° YELLOW TYPE 'lid' 72' /`4° YELLOW TYPE 'lid' LINE MARKERS (Rr'rL) DOUBLE YELLOW CENTER LINE LINE MARKERS (REEL) / �4° YELLOW TYPE T LINE MARKERS 4° YELLOW TYPE T LINE MARKERS SINGLE SKIP YELLOW CENTER UNE 4° YELLOW TYPE 'lid' LINE MARKERS (REFL.) NUMBER OF 2 -WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH - - - -- 200' O.C. CEV14NEIJZ TION MARffi7.S DETAIL SPEED LIMT 30 -35 MPH -- 250' D.C. Y a ADOPTED SPEED LIMIT ,0 -45 MPH -- 300' D.C. `_ _ . * an w RI sresne� rasa N, 13i DA28:,D/3- DATE REVISION BY LPPRJ DWG. NAME: HR -01 SP PAGE H001 THIS -SHEET. E 5 / OF ASPHAL Y; SEE FRONTAGE AND 270' rrp ROADWAY IMPROVEMENT MERGE LANE AND WDENING TAPERS PLAN, SHEET 9, FOR se +s0.73 DRAINAGE IMPROVEMENTS MATCH EXIS77NG AND PROFILE OF SOUTH SIDE OF NE 47H STREET. —s Project Management CM1 Engmeermg Land Surveying Land Use Planning Landscape O'hilecI- Site Design 11814 115th A- NI KIM-ad, NA 98031 -8929 Tel 4259819448 Pox 425821.5181 T.R Fine 880AIII mtd dmIII Q 2 z Q y N W Q V O W OC O a.. 'v Q gg �12 afW o G ap!gT It ga t U w � � C WLLUAM W. DEWLAP, ,R., P.E. DESIGNED: W. GOGaWI P.E./B. PULN575 CARD: R. MARZOLF CHECKED: W. G"W, P.E. DATE: 3101199 SCALE: HOEI'L,:1' =30' VENT.: N/A C EXISTING GROUND 4 0.5' MIN MAX \ J' PROPOSED SHOULDER 4:1 !\ MAX `EXISTING DITCH RELOCATED 01 TCH DITCH RELOCATION DETAIL NOT TO SCALE n ti, pF ASR OG' 3`F� r4 aci - z A �C d' RGISTBR G s`YfONAL Eli EXPIRES: 1/22/03 Z /28 /O/ Checked for Compliance to City Standards S'S NOT VALID UNLESS SIGNRO AND DATED 70B Nu"" 95-243 SHEET NUMM SCANNE a a _ - ° 0O N r 1 H N II 1 PAVEMENT MAW= AM SIGNING LEGEAID ALL PAVEMENT MARKINGS SHALL BE PER CITY OF RENTON STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. ALL S/GNAGE SHALL BE PER THE 1986 EDT 7701V OF THE M. U. T. C.D. Of DOUBLE YELLOW CENTER STRIPE — 2 SOLID YELLOW LINES, 4- WIDE, SEPARATED BY A 4' SPACE. SEE C.O.R. STD. PLAN HR -01 FOR PLACEMENT AND TYPE OF CHANNELIZA77ON MARKERS (THIS SHEET) 2O LANE STRIPE — BROKEN WHITE LINE, 4- WIDE, 9' LONG WITH 15' GAP. SEE C.O.R. SID. PLAN HR -02 FOR PLACEMENT AND TYPE OF CHANNEL/ZATION MARKERS (SHEET 12) 3O EDGE STRIPE — SOLID WHI7E LINE, 4- WIDE. NO RPM's. SEE CO.R. STD. PLAN HR -03. ® PLASTIC TRAFFIC ARROW — SEE C.O.R. STD. PLANS HR -02 AND HR -03. O STOP BAR — SOLID H-17E LINE, 18' WIDE. SEE C.O.R. STD. PLAN HR -03. © LEFT EDGE STRIPE — SOLID YELLOW LINE, 4' 1+7DE. O7 APPROACH STRIPE (GORE STRIPE) — SOLID WHITE LINE, 8' WIDE. SEE CO.R. STD. PLAN HR -02 FOR PLACEMENT AND TYPE OF CHANNELIZA77ON MARKERS. ID MERGE ARROW — SEE DETAIL, THIS SHEET 9O DROP LANE STRIPE — BROKEN WHITE UNE, 8' WIDE, 9' LONG WITH 15' GAP. SEE C.O.R. SID. PLAN HR -02 FOR PLACEMENT AND TYPE OF CHANNEUZATION MARKERS. (SHEET 72) 0 STOP SIGN R1 -1 (30 "x30) 1 / NO OUTLET SIGN W14 -2 (30'x30) - - "M0— *+# —Ir7f6 VARIES 0 =f2' WIDE PROPOSED 6' MIN WIDE LANE PROPOSED 1 f' WIDE 11' WIDE Q' B' SHOULDER 0 N L Y PROPOSED PROPOSED 575' TRAVEL LANE TRAVEL LANE 6' (CEI - IEER.)I MAX I 1.5' TH/CKE^IED LANE WHITE GORE D R STRIPE STRIPE '3 32' VERTICAL CURB REQUIRED) SAWCUT -+ AND GTTTER (TYP) WHITE MATCH EXISTING I EDGE ASPHALT SHOULDER I STRIPE TRANSIT PAt'E "T B• Ir 8' V✓lGE T 11" VriDE 77' uv101- 10' ( EX. ASPHALT EX. CONCRETE EX CONCRETE -I ICI ,Ii J SHOULDER PANEL PANEL I (CEIJTERED) VARIES 12• j CHANNEL IZA T /ON AND PA VEMENT .PA TCH DETAIL (SOUTH SIDE OF SE 1287H SARA NOT TO SCALE BUS PULLOUT DETAIL NOT TO SCALE / D IN T 23 +11.72 R05ARIO AE NE x i• 11' = 64 +60LRER 73 NE 4TH ST y C C 66 +00.00 33.0' RT • S E LINE END VER77CAL CUR B ATED AND GUTTER (W/ 6' ^. TAPER). BEGIN ASPHALT SHOULDER. BEVELED END �, i 3 PT = 122 +69.75 g EX PP SECTION PER R[75,4fB0 AVE NE W/ STREET LIGHT CITY OF , I STD. PLAN N B046 5' (MlN) • _ 270' TAPER v[ - .R'vc50 9Q o 1 270�TAAPER '} 11 (TYP) _ 65 -- 270' TAPER 1 50' _ - 50, - -i - ® 12= (T>?)- 66 - EXISTING CULVERTS 2 y TO BE REMOVED 11 (1Yp) 270' TAPER _ —_ V — — — — 270 TAPER -- - - - -- -- — 7- -_— -- - -151.- •ARO? -- I EX75T7NG EDGE OF SHOULDER 7A.AL ED END RELOCATE EXISTING (TYP) N PER 6' DITCH AS REQUIRED, F RENTON (MIN') SEE DETAIL, THIS SHEET. 65+1Q73 LAN B046 BEGIN ENTRY LAN£ NHITE- GORE STRIPE) EXISTI X BEGIN DOUBLE YELLOW ( X:A17ER STRIPE TO BE RELOCATED BEGIN EAST— AND NESIBOUND 86' LANE STRIPES ENMR LANE BEGIN 73 END WHITE GORE STRIPE BEGIN N 45.• 1 TAPER CI7Y OF RENTON SID. PLAN 0046 (7) SEE DETAIN. THIS -WEFT. —I— —I -' rxn SHOIRDFR WITH NEW ASPHALT EXIS77NU DITCH �X. PP TO REMAIN TYP W STREET TO CREATE A 8' WIDE SHOULDER LIGHT (Typ) EXISTING EDGE EX. PP OF ASPHALT X ° \ o � D, Tom— - -- 45.1 TAPER ----- - - - - -- — — — - 67 EDGE EXISTING / 270' TAP 68 CONCREE TE /FOG LINE REVELED END SEC77ONS — — (TYP) 69 ER CITY OF RENTGN �(� BEVELED END SECTIONS SID. PLAN 8046 (TYP) �� _170 TAPER PER OF R[N7ON r 3 STD. — — — — 45:1 TAPER NE 4TH STREET Ex 'sT, "G MAl" PATCH DEZ57NG ASPHALT TO REMAIN SrifXli�7r -i? m YnFA1E ' HIDE SHOULDER NG DITCH m }H . �.�. � °._ �°�TEXISTING -g GE NOTE. 6 • CENTER LINES TWO -WAY LEFT TURN LANE e ■ • • • e • • • • • ■ • • • • • • e • !4 . ■ • . . . . . • X I- 4" YELLOW TYPE Y I I 2 3' -{- 15' -{ a -{ 3'�- •� i 1 30 LINE MARKERS 4° YELLOW TYPE 'lid' 72' /`4° YELLOW TYPE 'lid' LINE MARKERS (Rr'rL) DOUBLE YELLOW CENTER LINE LINE MARKERS (REEL) / �4° YELLOW TYPE T LINE MARKERS 4° YELLOW TYPE T LINE MARKERS SINGLE SKIP YELLOW CENTER UNE 4° YELLOW TYPE 'lid' LINE MARKERS (REFL.) NUMBER OF 2 -WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH - - - -- 200' O.C. CEV14NEIJZ TION MARffi7.S DETAIL SPEED LIMT 30 -35 MPH -- 250' D.C. Y a ADOPTED SPEED LIMIT ,0 -45 MPH -- 300' D.C. `_ _ . * an w RI sresne� rasa N, 13i DA28:,D/3- DATE REVISION BY LPPRJ DWG. NAME: HR -01 SP PAGE H001 THIS -SHEET. E 5 / OF ASPHAL Y; SEE FRONTAGE AND 270' rrp ROADWAY IMPROVEMENT MERGE LANE AND WDENING TAPERS PLAN, SHEET 9, FOR se +s0.73 DRAINAGE IMPROVEMENTS MATCH EXIS77NG AND PROFILE OF SOUTH SIDE OF NE 47H STREET. —s Project Management CM1 Engmeermg Land Surveying Land Use Planning Landscape O'hilecI- Site Design 11814 115th A- NI KIM-ad, NA 98031 -8929 Tel 4259819448 Pox 425821.5181 T.R Fine 880AIII mtd dmIII Q 2 z Q y N W Q V O W OC O a.. 'v Q gg �12 afW o G ap!gT It ga t U w � � C WLLUAM W. DEWLAP, ,R., P.E. DESIGNED: W. GOGaWI P.E./B. PULN575 CARD: R. MARZOLF CHECKED: W. G"W, P.E. DATE: 3101199 SCALE: HOEI'L,:1' =30' VENT.: N/A C EXISTING GROUND 4 0.5' MIN MAX \ J' PROPOSED SHOULDER 4:1 !\ MAX `EXISTING DITCH RELOCATED 01 TCH DITCH RELOCATION DETAIL NOT TO SCALE n ti, pF ASR OG' 3`F� r4 aci - z A �C d' RGISTBR G s`YfONAL Eli EXPIRES: 1/22/03 Z /28 /O/ Checked for Compliance to City Standards S'S NOT VALID UNLESS SIGNRO AND DATED 70B Nu"" 95-243 SHEET NUMM SCANNE a a _ - ° 0O N r 1 H N II 1 / D IN T 23 +11.72 R05ARIO AE NE x i• 11' = 64 +60LRER 73 NE 4TH ST y C C 66 +00.00 33.0' RT • S E LINE END VER77CAL CUR B ATED AND GUTTER (W/ 6' ^. TAPER). BEGIN ASPHALT SHOULDER. BEVELED END �, i 3 PT = 122 +69.75 g EX PP SECTION PER R[75,4fB0 AVE NE W/ STREET LIGHT CITY OF , I STD. PLAN N B046 5' (MlN) • _ 270' TAPER v[ - .R'vc50 9Q o 1 270�TAAPER '} 11 (TYP) _ 65 -- 270' TAPER 1 50' _ - 50, - -i - ® 12= (T>?)- 66 - EXISTING CULVERTS 2 y TO BE REMOVED 11 (1Yp) 270' TAPER _ —_ V — — — — 270 TAPER -- - - - -- -- — 7- -_— -- - -151.- •ARO? -- I EX75T7NG EDGE OF SHOULDER 7A.AL ED END RELOCATE EXISTING (TYP) N PER 6' DITCH AS REQUIRED, F RENTON (MIN') SEE DETAIL, THIS SHEET. 65+1Q73 LAN B046 BEGIN ENTRY LAN£ NHITE- GORE STRIPE) EXISTI X BEGIN DOUBLE YELLOW ( X:A17ER STRIPE TO BE RELOCATED BEGIN EAST— AND NESIBOUND 86' LANE STRIPES ENMR LANE BEGIN 73 END WHITE GORE STRIPE BEGIN N 45.• 1 TAPER CI7Y OF RENTON SID. PLAN 0046 (7) SEE DETAIN. THIS -WEFT. —I— —I -' rxn SHOIRDFR WITH NEW ASPHALT EXIS77NU DITCH �X. PP TO REMAIN TYP W STREET TO CREATE A 8' WIDE SHOULDER LIGHT (Typ) EXISTING EDGE EX. PP OF ASPHALT X ° \ o � D, Tom— - -- 45.1 TAPER ----- - - - - -- — — — - 67 EDGE EXISTING / 270' TAP 68 CONCREE TE /FOG LINE REVELED END SEC77ONS — — (TYP) 69 ER CITY OF RENTGN �(� BEVELED END SECTIONS SID. PLAN 8046 (TYP) �� _170 TAPER PER OF R[N7ON r 3 STD. — — — — 45:1 TAPER NE 4TH STREET Ex 'sT, "G MAl" PATCH DEZ57NG ASPHALT TO REMAIN SrifXli�7r -i? m YnFA1E ' HIDE SHOULDER NG DITCH m }H . �.�. � °._ �°�TEXISTING -g GE NOTE. 6 • CENTER LINES TWO -WAY LEFT TURN LANE e ■ • • • e • • • • • ■ • • • • • • e • !4 . ■ • . . . . . • X I- 4" YELLOW TYPE Y I I 2 3' -{- 15' -{ a -{ 3'�- •� i 1 30 LINE MARKERS 4° YELLOW TYPE 'lid' 72' /`4° YELLOW TYPE 'lid' LINE MARKERS (Rr'rL) DOUBLE YELLOW CENTER LINE LINE MARKERS (REEL) / �4° YELLOW TYPE T LINE MARKERS 4° YELLOW TYPE T LINE MARKERS SINGLE SKIP YELLOW CENTER UNE 4° YELLOW TYPE 'lid' LINE MARKERS (REFL.) NUMBER OF 2 -WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH - - - -- 200' O.C. CEV14NEIJZ TION MARffi7.S DETAIL SPEED LIMT 30 -35 MPH -- 250' D.C. Y a ADOPTED SPEED LIMIT ,0 -45 MPH -- 300' D.C. `_ _ . * an w RI sresne� rasa N, 13i DA28:,D/3- DATE REVISION BY LPPRJ DWG. NAME: HR -01 SP PAGE H001 THIS -SHEET. E 5 / OF ASPHAL Y; SEE FRONTAGE AND 270' rrp ROADWAY IMPROVEMENT MERGE LANE AND WDENING TAPERS PLAN, SHEET 9, FOR se +s0.73 DRAINAGE IMPROVEMENTS MATCH EXIS77NG AND PROFILE OF SOUTH SIDE OF NE 47H STREET. —s Project Management CM1 Engmeermg Land Surveying Land Use Planning Landscape O'hilecI- Site Design 11814 115th A- NI KIM-ad, NA 98031 -8929 Tel 4259819448 Pox 425821.5181 T.R Fine 880AIII mtd dmIII Q 2 z Q y N W Q V O W OC O a.. 'v Q gg �12 afW o G ap!gT It ga t U w � � C WLLUAM W. DEWLAP, ,R., P.E. DESIGNED: W. GOGaWI P.E./B. PULN575 CARD: R. MARZOLF CHECKED: W. G"W, P.E. DATE: 3101199 SCALE: HOEI'L,:1' =30' VENT.: N/A C EXISTING GROUND 4 0.5' MIN MAX \ J' PROPOSED SHOULDER 4:1 !\ MAX `EXISTING DITCH RELOCATED 01 TCH DITCH RELOCATION DETAIL NOT TO SCALE n ti, pF ASR OG' 3`F� r4 aci - z A �C d' RGISTBR G s`YfONAL Eli EXPIRES: 1/22/03 Z /28 /O/ Checked for Compliance to City Standards S'S NOT VALID UNLESS SIGNRO AND DATED 70B Nu"" 95-243 SHEET NUMM SCANNE a a _ - ° 0O N r 1 H N II 1 CI7Y OF RENTON SID. PLAN 0046 (7) SEE DETAIN. THIS -WEFT. —I— —I -' rxn SHOIRDFR WITH NEW ASPHALT EXIS77NU DITCH �X. PP TO REMAIN TYP W STREET TO CREATE A 8' WIDE SHOULDER LIGHT (Typ) EXISTING EDGE EX. PP OF ASPHALT X ° \ o � D, Tom— - -- 45.1 TAPER ----- - - - - -- — — — - 67 EDGE EXISTING / 270' TAP 68 CONCREE TE /FOG LINE REVELED END SEC77ONS — — (TYP) 69 ER CITY OF RENTGN �(� BEVELED END SECTIONS SID. PLAN 8046 (TYP) �� _170 TAPER PER OF R[N7ON r 3 STD. — — — — 45:1 TAPER NE 4TH STREET Ex 'sT, "G MAl" PATCH DEZ57NG ASPHALT TO REMAIN SrifXli�7r -i? m YnFA1E ' HIDE SHOULDER NG DITCH m }H . �.�. � °._ �°�TEXISTING -g GE NOTE. 6 • CENTER LINES TWO -WAY LEFT TURN LANE e ■ • • • e • • • • • ■ • • • • • • e • !4 . ■ • . . . . . • X I- 4" YELLOW TYPE Y I I 2 3' -{- 15' -{ a -{ 3'�- •� i 1 30 LINE MARKERS 4° YELLOW TYPE 'lid' 72' /`4° YELLOW TYPE 'lid' LINE MARKERS (Rr'rL) DOUBLE YELLOW CENTER LINE LINE MARKERS (REEL) / �4° YELLOW TYPE T LINE MARKERS 4° YELLOW TYPE T LINE MARKERS SINGLE SKIP YELLOW CENTER UNE 4° YELLOW TYPE 'lid' LINE MARKERS (REFL.) NUMBER OF 2 -WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH - - - -- 200' O.C. CEV14NEIJZ TION MARffi7.S DETAIL SPEED LIMT 30 -35 MPH -- 250' D.C. Y a ADOPTED SPEED LIMIT ,0 -45 MPH -- 300' D.C. `_ _ . * an w RI sresne� rasa N, 13i DA28:,D/3- DATE REVISION BY LPPRJ DWG. NAME: HR -01 SP PAGE H001 THIS -SHEET. E 5 / OF ASPHAL Y; SEE FRONTAGE AND 270' rrp ROADWAY IMPROVEMENT MERGE LANE AND WDENING TAPERS PLAN, SHEET 9, FOR se +s0.73 DRAINAGE IMPROVEMENTS MATCH EXIS77NG AND PROFILE OF SOUTH SIDE OF NE 47H STREET. —s Project Management CM1 Engmeermg Land Surveying Land Use Planning Landscape O'hilecI- Site Design 11814 115th A- NI KIM-ad, NA 98031 -8929 Tel 4259819448 Pox 425821.5181 T.R Fine 880AIII mtd dmIII Q 2 z Q y N W Q V O W OC O a.. 'v Q gg �12 afW o G ap!gT It ga t U w � � C WLLUAM W. DEWLAP, ,R., P.E. DESIGNED: W. GOGaWI P.E./B. PULN575 CARD: R. MARZOLF CHECKED: W. G"W, P.E. DATE: 3101199 SCALE: HOEI'L,:1' =30' VENT.: N/A C EXISTING GROUND 4 0.5' MIN MAX \ J' PROPOSED SHOULDER 4:1 !\ MAX `EXISTING DITCH RELOCATED 01 TCH DITCH RELOCATION DETAIL NOT TO SCALE n ti, pF ASR OG' 3`F� r4 aci - z A �C d' RGISTBR G s`YfONAL Eli EXPIRES: 1/22/03 Z /28 /O/ Checked for Compliance to City Standards S'S NOT VALID UNLESS SIGNRO AND DATED 70B Nu"" 95-243 SHEET NUMM SCANNE a a _ - ° 0O N r 1 H N II 1 THIS -SHEET. E 5 / OF ASPHAL Y; SEE FRONTAGE AND 270' rrp ROADWAY IMPROVEMENT MERGE LANE AND WDENING TAPERS PLAN, SHEET 9, FOR se +s0.73 DRAINAGE IMPROVEMENTS MATCH EXIS77NG AND PROFILE OF SOUTH SIDE OF NE 47H STREET. —s Project Management CM1 Engmeermg Land Surveying Land Use Planning Landscape O'hilecI- Site Design 11814 115th A- NI KIM-ad, NA 98031 -8929 Tel 4259819448 Pox 425821.5181 T.R Fine 880AIII mtd dmIII Q 2 z Q y N W Q V O W OC O a.. 'v Q gg �12 afW o G ap!gT It ga t U w � � C WLLUAM W. DEWLAP, ,R., P.E. DESIGNED: W. GOGaWI P.E./B. PULN575 CARD: R. MARZOLF CHECKED: W. G"W, P.E. DATE: 3101199 SCALE: HOEI'L,:1' =30' VENT.: N/A C EXISTING GROUND 4 0.5' MIN MAX \ J' PROPOSED SHOULDER 4:1 !\ MAX `EXISTING DITCH RELOCATED 01 TCH DITCH RELOCATION DETAIL NOT TO SCALE n ti, pF ASR OG' 3`F� r4 aci - z A �C d' RGISTBR G s`YfONAL Eli EXPIRES: 1/22/03 Z /28 /O/ Checked for Compliance to City Standards S'S NOT VALID UNLESS SIGNRO AND DATED 70B Nu"" 95-243 SHEET NUMM SCANNE a a _ - ° 0O N r 1 H N II 1 C EXISTING GROUND 4 0.5' MIN MAX \ J' PROPOSED SHOULDER 4:1 !\ MAX `EXISTING DITCH RELOCATED 01 TCH DITCH RELOCATION DETAIL NOT TO SCALE n ti, pF ASR OG' 3`F� r4 aci - z A �C d' RGISTBR G s`YfONAL Eli EXPIRES: 1/22/03 Z /28 /O/ Checked for Compliance to City Standards S'S NOT VALID UNLESS SIGNRO AND DATED 70B Nu"" 95-243 SHEET NUMM SCANNE a a _ - ° 0O N r 1 H N II 1 NOT TO SCALE n ti, pF ASR OG' 3`F� r4 aci - z A �C d' RGISTBR G s`YfONAL Eli EXPIRES: 1/22/03 Z /28 /O/ Checked for Compliance to City Standards S'S NOT VALID UNLESS SIGNRO AND DATED 70B Nu"" 95-243 SHEET NUMM SCANNE a a _ - ° 0O N r 1 H N II 1