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HomeMy WebLinkAboutzT-2790Setj 0 SCHOOL BUS WA177NG AREA AND A- U\ + i IN TRACT C SHELTER TYPE .711 PER STA- EX57ING EDGE OF CONCRETE/ FOG LINE IT DE7EN77ON DETAILS: E G SHEET 62+55 MA iwO 4S1 wEsTBouND TAPER- EX TELEPHONE LINE EX. TELEPHONE LINE EX TEt 1'. 17E 5TOP BAR TO BE RELOCATED 54,62 . (154TH APE SE) o EXISTING WOE 59+06.00 T uj ---------- OF ASPHALT D VERTICAL EX. POWER POLE PR0P0---Z) SHOULDER CURB TO BE RELOCATED\ -U--Z <. TELEPHC NE L, NE L ---UPER-fiECEPrA= 'A TV IQ EX. PP S 5' 75WIP. ASPHALT PA 7H CITY C F-im-I P E CURB ?AMP PER .-F. L WG. 1-005 P 445.1 Tw.) TAPER Ir (TM) lip (7'tP.) 58 Ir (TYP.) EX PP W1 STREET LIGHT 11' 59 60 67 1 it, (TYP-) 12' (TYP.) -1- Il. (TYP.) 62 - . 63 - -- - SE 128TH STREET (TYP-) 11' -V (TYP-L 65 Z - - -- - - - - ... .... .. - - - - - - - - - --- - -- - - - ..... . .... 11, (TYP) -- EX. I EXISTING EDGE OF ASPHALT SHOULDER P 121- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- P N EX. PP 61+45 EAS7BOUNDLET77URN ECELERATION TAPER T 23+11.72 1547H AVE SE { 577+70 EASTBOUND WIDENING TAPER (TO I' SOUTH OF E)t7SRNG FDG LINE) 52+65 BEGIN WHITE GORE STRIPE 64+15 END TURN LANE N MATCH EXISTING BEGIN 45.1 WESIGOUND TAPER END DOUBLE YELLOW CENTER STRIPE 100, END WESTBOUND SKIP ENTRY CENTER STRIPE 6 B S= YELLOW CENTER ITRIPE ;t A O 65+05 I BEGIN 45. 1 ti RES7BOUND TAPER EDGE qI- EX. PP W1 STREET LIGHT V=XrL 'Cil EXISTING MAILBOX EDGE OF 71+00.00 PAVEMENT END 4& 1 -.9 -JRB TO BE TED WES780UND TAPER TEMP. EDGE OF ASPHALT T PA 711\ A EDGE OF TA4MUM %STING CONCRELEIFOG LINE j ' LANE-1 FOG LNE &IS11wa-ED x 6 X ts SCALE: 1" = 30' T 0 15 30 60 12' 66 z f7' -� 68 69 - 70 71 it- (TYP.) .. .... .. SE 128TH STREET — 03 EXIS77NG EDGE KULAM W. &#wp4 ft., P.E OF ASPHALT 100, DERGM& W. GDGWA& P.E.121. PURISTS FJVMY LANE 166+05 MERGE LANE & WDENING TAPERS CARD: R. MARzaF TYPE I ARROWS AT 50* END VH17E GORE STRIPE 71+00.00 MATCH EXIS77NG COCUD: W. Gosew, P.r. M < BEGIN 45c E457BOUND TAPER t END 45.1 EASTBOUND TAPER WE 3101199 SQUI. HONZ .; VW.IA : NIA o co MUM: ALL PAVEMENT MARKINGS SHALL BE PER SEC71ON B-22 OF THE 1998 WSVOT STANDARDS ALL SIGNAGE SHALL BE PER THE 19M ED17701V OF THE MUTCO <D DOUBLE YELLOW CENTER STRIPE, 4' DOUBLE SOLID YELLOW PRTIA/ of WA&, 0 (SEE DETAIL. SHEET' 12) ©SKZP CENTER S7RIP& 4' BROKEN WHITE 10' LONG 40' cY z WITH JO' GAP Will TYPE 2W RPAI'. 45> WHITE EDGE STRIPE; 4' *N/7& NO RPM's <a> PLASTIC TRAFF7C ARROW Q2 -WAY PLASTIC LEFT TURN ARROWS 2YY s 2 4' 8' V0417E' PAINT STRIPE 3073 POOL RFCIST FSS 'ONAL G\ 0 fn w SOLD -I- STOP BAR & CROSSWALK (SEE DETAIL. THIS SHEET) §LE7T EDGE STRIPE DETAIL. 4- YELLOW (SEE DETAIL, SHEET 12) GORE STRIPE; 8- WHITE TYPE 2 RPM RAISED FACE COLORS 4- MOEN=, PPIREs oT/,;7ol w TYPE IW RPMS 0 4. D.C. MERGE ARROW (SEE DETAIL. THIS SHEET) 0' TWO WAY LEFT TURN STRIPE; 4' YELLOW DROP LANE STRIPE, 6" BROKEN WHITE; 3' LONG WITH 12' GAP, NO RPM'S DOUBLE YELLOW CENTER STRIPE AT TURN LANE, 4' DOUBLE SOLID YELLOW (-SE1 DETAIL SHEET' 12) TYPE 2 WilITE AND RED TYPE 2YR YELLOW AND RED 71PE 2YY YELLOW AND YELLOW TYPE 2W V0117F -ONE SIDE ONLY TYPE 2Y YELLOW -ONE SIDE ONLY 4- 4- 4- Checked for Compliance to City Standards 6' 4' 4'- - WAFJM =1 --m [M RAW NOT VALID UNLISS SM AND BATED 97243 ®2 -WAY LEFT TURN NOSE; 4- DOUBLE YELLOW STOP 'WOV RI-1 (30-MJO-) TYPE I RPM COLORS fig> 1 L DOUBLE YELLOW CENTER 20, S= NUMM 11OF 19 ONO OUTLET SIGN W74-2 (30-XM-) TYPE 1 W W4/7E TYPE IT' YELLOW STRIPE 9 TURN LANE AGORE STRIPE DETAIL NOT TO SCALE NOT 70 SCALE 26 7- SCANNED OCT 8 1999 Or Tr j 0 PAVEMENT MARKING AND SIGNING LEGEND ALL PAwmENT:MARIGNGS SHALL BE PER SECRON 8-22 OF 7HE 1998 W-VOT STANDARDS ALL TGNACE .SHALL BE PER 771E 1988 EN770JJ OF 7HE M.U.T.GD. 07 DOUBLE YELLOW CEN7ER SMP& 4' DOUBLE SOUD YELLOW (SEE DETAIL THIS SHEET) QSWIP CENTER STRIPE; 4' BROKEN YELLOW 10' LONG WTH 30' GAP WTH TYPE 2NR RPM's QNN/7F EDGESTRIP& 4 NHIT& NO RPM's QPLASRC 7RAFF7C ARROW 4D 2 -WAY PLAS77C LEFT TURN ARROWS (SEE DETAIL THIS SHEET) 8 18' SOLID MITFE S70P BAR LEFT EDGE STRIPE DETAIL 4' YELLOW (SEE DETAIL THIS SHEET) GORE STRIPE 8' N1/I7E TYPE 1W RPMS.O 4.0' ac. Q DOTTED.. EXTENSION. STRIP& 4- YELLOW 2' LONG W7H 4' GAP, NO RPM's Qd}2r�}fja TWO WAY LEFT TURN 57R/P& 4' YELLOW (SEE DETA14 7HIS SHM-0 DROP LANE STRIP&. 8' BROKEN NH /7E 3' LONG N/7H 12' GAP, NO RPM's DOUBLE YELLOW CEN7ER STRIPE AT 7URN LAN& 4' DOUBLE SOLID YELLOW (SEE: DETAIL .THIS .SHEET) 02 -WAY LEFT TURN NO.S& 4' DOUBLE YELLOW (SEE DETAIL, LEAS SHEET) &STOP SIGN RI-1 (30'x30) 0 N OUTLET SIGN *14-2 (30'x30) TYPE 2 RPM RASED FACE COLORS TYPE 20R NHI7E AND- RED TYPE 2YR.. YELLOW AND RED. TYPE 2YY YELLOW AND :YELLOW .TYPE 2W -.. NH /TE -. ONE 56E.:.ONCY TYPE 2Y YELLOW - ONE SRIE OAILY TYPE': 7. RPM .COLORS TYPE .7W wInE ' TYPE TY .YELLOW TRACT F RECREATION 7RAFFIC LANE 4 � " 4' TYPE 2Y RPM- LEFT EDGE STRIPE DETAIL NOT 70 SCALE 9i t� 22 +00 M Aa Awo� _® TRIM ASSOCIATES Project Nenagemenl LSvU Bcgineenng Lend Surveying Land Use Planning Landscape Architecture Site Design 11814 115M ER AB MeM" IM Offit -M Tel 42LEIMM Pax 42M.9181 Toll Fm MOA88= �n..Ldemo�om 0 2 0 2 Q a N ev` W z Q a 9 CD; 7-279002 SCANNED OCT - 8 1999 6E� oti O °n d o�5 ' L� V II nl I,L,6 o O W O vE sE V r? 4 24 +26. PROPERTY LINE INSTALL FIXED PERAIANEN TYPE /ll BARRICADE PER CITY OF oz oa -i RENTON STD. DWM HO18 24+16.55 °y - n ' END CURA GU"ER, SIDEWALK Ar PAWMENT to' FROM PROPERTY f LINE. (BO7H SIDES) N9LAM w WNUP, ✓t P.E. DffiGNIM: w. GOGOM P.E./8 Punists CADD: R. MARZOLF CIMCKE: WGOM P.E. i ME 3/01/99 TaL 27f SCAIB. HPSST . N/A D. 1 e b� pto F y DC 'yao 3F�� I A amass T v ANAL Checked for Compliance to City Standards EXPIRES; 1 /22/01 6' " ,41" / P a3u�rM�Vt fa mZ� o o n STA>MP ID NOT VA U=S Sim AND DATED I JOB Nome 95 -243 3H[S6T NOl®SR 1L OF 19 ®1999 TRIAD ASSOCIATES 77 CD; 7-279002 SCANNED OCT - 8 1999 6E� oti O °n d o�5 ' L� V II nl I,L,6 o i ' 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 C/-) e q n n IN [T LLJ U m O uj ir s o r#f&- 4t/ ®27y* 'H LINE LANE UNE F C : I t s i t s = �8' 3 •V • • • T f •� 15 ' 'I' ` WHITE TYPE 'I' 1 LI WHITE TYPE UNE MARKERS LINE MARKERS vN, 4' WHITE TYPE 'Ile' UNE MARKERS (REEL..) 4' WHITE TYPE 'Ile' UNE MARKERS (REEL) EACH LINE NUMBER AND LOCATIONS OF ARROWS 40. A, APPROACH UNE LENGTH ABRQW LOCATIONS `4' WHITE TYPE 'I' UNE MARKERS 20' — 50' 1 ARROW' 2D' BACK FROM CROSSWALK OR STOP BAR) 50' — 12.5' 2 ARR 20' BACK & DO OF APPROACH UNE) 125' — 300 3 ARR�20' BACK MIDWAY & END OF UNE) 4' WHITE TYPE 'Ile OVER 300 ARROWS A 100' T/TERVALS UNE MARKERS (REFL) TYPE 2c YELLOW AND RED Ed for Cc r plicnce to City Standards CHAIDURIIATJON tievcac DETAIL Y- ADOPM STAMMAID itiMS o Da mm+araavw DATE REVISION I3Y APP DWG. NAME HR-02 SP PAGE H002 TYPE 2e WHITE - ONE SIDE ONLY TYPE 2f YELLOW - ONE SIDE ONLY TRACT C DE7EN77ON is' GORE ROLL 17 3 13 8 MA UNE STX 22 +we PAI/E DVT A ARK /W ARID MOVING LEGEND ALL PAVEMENT MARKINGS SHALL BE PER CITY OF RENTON STANDARD PLANS FOR ROAD, BRIDGE AND MUNIGPAL CONSTRUCTION. ALL SIGNAGE SHALL BE PER THE 1988 ED177ON OF THE M. U. I. C. D. O1 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 CHANNELIZADON MARKERS. (SHEET 11) ZO LANE STRIPE - BROKEN WHITE LINE, 4' WIDE 9' LONG WITH 15' GAP. SEE C.O.R. STD. PLAN HR -02 FOR PLACEMENT AND TYPE OF CHANNELIZA770M MARKERS (THIS SHEET) O EDGE STRIPE - SOLID WHI7E LINE, 4' WIDE. NO RPM's. SEE C.O.R. SID. PLAN HR -03 ® PLAS77C TRAFFIC ARROW - SEE C.O.R. SID. PLANS HR -02 AND HR -03. 5O. STOP BAR - SOLID WHITE LINE, 18' WIDE. SEE C.O.R. SID. PLAN HR -03. © LEFT EDGE STRIPE - SOLID YELLOW LINE, 4' WIDE O.7 APPROACH STRIPE (GORE STRIPE) - SOLID WH17E LINE, 8' WIDE. SEE C.O.R. STD. PLAN. HP. -02 FOR PLACEMENT AND TYPE OF CHANNELIZA77ON MARKERS. (THIS SHEE7) ® MERGE ARROW - SEE DETAIL, SHEET 11. A® _lMMSMk ® s ■ RUW ASSMIAf M Project Management Chi] Engineering Iznd Sureeyog Wnd Ilse Planning landscape Architecture Site Design 11814 115th Ave. III F kbmL IIA 98094 —M 'hl 42LOIAM I. 426,1121.9181 Toll Yree NDABB0756 mtdd— Z a IK 3 O.9 DROP LANE STRIPE - BROKEN W'H17E LINE, 8' WIDE, 9' LONG WITH 15' GAP. SEE CO.R. SID. PLAN HR -02 FOR PLACEMENT AND TYPE OF CHANNELIZA770N MARKERS 10 STOP SIGN RI-1 (307x30) 11 NO OUTLET SIGN W74 -2 (30x30-) F CTRACT RECREA710N I NE 4TH', PLACE 23 vN, TRACT C DE7EN77ON is' GORE ROLL 17 3 13 8 MA UNE STX 22 +we PAI/E DVT A ARK /W ARID MOVING LEGEND ALL PAVEMENT MARKINGS SHALL BE PER CITY OF RENTON STANDARD PLANS FOR ROAD, BRIDGE AND MUNIGPAL CONSTRUCTION. ALL SIGNAGE SHALL BE PER THE 1988 ED177ON OF THE M. U. I. C. D. O1 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 CHANNELIZADON MARKERS. (SHEET 11) ZO LANE STRIPE - BROKEN WHITE LINE, 4' WIDE 9' LONG WITH 15' GAP. SEE C.O.R. STD. PLAN HR -02 FOR PLACEMENT AND TYPE OF CHANNELIZA770M MARKERS (THIS SHEET) O EDGE STRIPE - SOLID WHI7E LINE, 4' WIDE. NO RPM's. SEE C.O.R. SID. PLAN HR -03 ® PLAS77C TRAFFIC ARROW - SEE C.O.R. SID. PLANS HR -02 AND HR -03. 5O. STOP BAR - SOLID WHITE LINE, 18' WIDE. SEE C.O.R. SID. PLAN HR -03. © LEFT EDGE STRIPE - SOLID YELLOW LINE, 4' WIDE O.7 APPROACH STRIPE (GORE STRIPE) - SOLID WH17E LINE, 8' WIDE. SEE C.O.R. STD. PLAN. HP. -02 FOR PLACEMENT AND TYPE OF CHANNELIZA77ON MARKERS. (THIS SHEE7) ® MERGE ARROW - SEE DETAIL, SHEET 11. A® _lMMSMk ® s ■ RUW ASSMIAf M Project Management Chi] Engineering Iznd Sureeyog Wnd Ilse Planning landscape Architecture Site Design 11814 115th Ave. III F kbmL IIA 98094 —M 'hl 42LOIAM I. 426,1121.9181 Toll Yree NDABB0756 mtdd— Z a IK 3 .55 MILUAM.W. DUNIAP, .R. P.E. URB, GUTTER, SIDEWALK & 'ENT 10' FROM PROPERTY BOTH: SIDES) DESIGNED: W. GOCCIN, P.E./B. PU0/575 CARD: R. MARZOLF CHBCIDD7:: W.GOYxYN, AE. Ir DATE: 3/01/99 SCALE: HOM:1' =30' O.9 DROP LANE STRIPE - BROKEN W'H17E LINE, 8' WIDE, 9' LONG WITH 15' GAP. SEE CO.R. SID. PLAN HR -02 FOR PLACEMENT AND TYPE OF CHANNELIZA770N MARKERS 10 STOP SIGN RI-1 (307x30) 11 NO OUTLET SIGN W74 -2 (30x30-) W O M J DY A,YH�C1C RAISED PAVEMENT MARKERS PER C.O.R. SID. PLnN HR -08 vN, v TYPE 2 RPM Q RAISED FACE COLORS A, �D 8128° �/STER s`YIONAL E� TYPE 20 WHITE AND RED =�V EXPIRES: 1/22/03 2/28/0/ STW NOT VALID UNLESS SIGNED AND DATE D TYPE 2c YELLOW AND RED Ed for Cc r plicnce to City Standards in TYPE 2d YFL.LOW AND YELLOW W TYPE 2e WHITE - ONE SIDE ONLY TYPE 2f YELLOW - ONE SIDE ONLY 2 2 d *Eli N TYPE. 1 RPM COLORS �` Z y 1 H WHITE V DO YELLOW. J 2 W .55 MILUAM.W. DUNIAP, .R. P.E. URB, GUTTER, SIDEWALK & 'ENT 10' FROM PROPERTY BOTH: SIDES) DESIGNED: W. GOCCIN, P.E./B. PU0/575 CARD: R. MARZOLF CHBCIDD7:: W.GOYxYN, AE. Ir DATE: 3/01/99 SCALE: HOM:1' =30' W W O M J DY A,YH�C1C ti vN, v I �D 8128° �/STER s`YIONAL E� EXPIRES: 1/22/03 2/28/0/ STW NOT VALID UNLESS SIGNED AND DATE D <j Ed for Cc r plicnce to City Standards in o� dOH Nmm 95 -243 $ o o d *Eli N R a o N N y 1 H x N J .55 MILUAM.W. DUNIAP, .R. P.E. URB, GUTTER, SIDEWALK & 'ENT 10' FROM PROPERTY BOTH: SIDES) DESIGNED: W. GOCCIN, P.E./B. PU0/575 CARD: R. MARZOLF CHBCIDD7:: W.GOYxYN, AE. Ir DATE: 3/01/99 SCALE: HOM:1' =30' M J DY A,YH�C1C vN, I �D 8128° �/STER s`YIONAL E� EXPIRES: 1/22/03 2/28/0/ STW NOT VALID UNLESS SIGNED AND DATE D <j Ed for Cc r plicnce to City Standards o� dOH Nmm 95 -243 �& SHEET NUN= 12 or 19 ®7998 TRIAD - ASSOCIATES