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Home My WebLink AboutR-371706W F— Q Ir LU } a Y f GRAPHIC SCALE 20 o 10 20 a W ( IN FEET) 1 inch = 20 ft. I NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. CONSTRUCTION NOTES VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) 10 +00 11 +00 PROFILE — 116TH AVE SE 12 +00 NOTE O HAGENSON AN APPROXIMATE CONTRACTOR DD 00 a /'+ CONSULTANTS, LLC EXACTLY LOCATE AND PRESERVE ANY AND LLL UNDERGROUND UPUE1nIES CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS / 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 936 -6168 fax 206.938 -7645 BEFORE YOU DIG email H.Hagenson000MCAST.NET 1- 800 -424 -5555 �w I N x _ M.O...( O U M} W + CD N O _. E E E i O w F�� w r n 10 00 O 1 cc, oo ... X012+ 0 as I w _ 0 ¢ UP y3dVL - tid S '' - .� 8' PLANTER ..: SIDEWALK ... _ ;... _,. - — Z =Fall 0 NJW yy ¢JJJ�IIp ¢ jl Nl.•C I U I QF -IQU3 I +OF WN DWI ; I N �w NI Q m W v'm \J ¢v m¢ — 0 I � i Y + O O RJ Y �^° _O¢1 W rY+i Go m N O U3 t to p. aiF� U• N30 U 55 OK W 1 E]UF 14 [) .-I Y W °� '.. W �" I co N `' ' W ~ W Es 1`..3 ' Z n W Uri I �; I I n u aa� c w1Q °O +zz C5 W as J U) ... ...__H CO Q' cZ Z Q O O n I �m� o= M N ti4 110.0 .. ° �. _ ', iNo,IMLJW ca , .- .. IT, .... �.._. 10 +00 11 +00 PROFILE — 116TH AVE SE 12 +00 NOTE O HAGENSON AN APPROXIMATE CONTRACTOR DD 00 a 10 +00 11 +00 PROFILE — 116TH AVE SE 12 +00 505 500 495 GpNJ�\f,5 5 \p GEMEENWYS'el 0 5 MIN FOR TRUNCATED DOME SECTION PVMT. TEXTURE --- U CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 2Q. CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. 30. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION. /-, 9' \1F 'E�- k-,4µ s \\01 CEMENT CONCRETE MIN. ROPOSEDSSURFACE SIDEWALK AND RAMP, Ali 4.�•• 4i W .K 490 NOTES 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT. /FT. 4. SEE FIG. 3 -001 FOR CURB AND SIDEWALK JOINTS. QS RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3 -011.) DETECTABLE WEARING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATIONS 8- 14.3(3) 6. THIS DETAIL APPLIES TO ROLLED AND VERTICAL CURB ROADWAYS. 2007 KCRS FIG 3 -014 CONCRETE SIDEWALK TO ASPHALT SHOULDER TRANSITION e UNY[L WM•UNU IW U KIL TYPICAL CROSS SECTION NOT TO SCALE 116TH AVE SE AND CURB RETURN � RAMP CENTERLINE ;EVENT CONCRETE PEDESTRIAN CURB 3' -0" MIN RAMP 3/8" EXPANSION JOINT (TrPJ (SEE STD. PLAN F -3) DETECTABLE WARNING PATTERN (SEE DETAIL) SIDEWALK NOTES ISIDEWALKF,", FER STRIP .) SEE CONTRACT FOR CURB RETURN RADIUS T CONCRETE TRIAN CURB CROSSWALK r (SEE SM. PLAN AN H -Sc) L Avoid pl acing drainage structures, junction boxes or other obstructions in front of romp access areas. 2. Detectable warning patterns may be created by any method that will achieve the truncated dame dimensions and spacing shown. The detectable warning pattern area shall be yellow, in compliance with Std. Spec. 8- 14.3(3) 3. Curb and gutter shown, see the Contract Plans for the curb design specified. See Std. Plan F -1 for curb details. 4. See Std. Plan F -3 for sidewalk joint placement and details. 5. Ramp slopes shall not be steeper than 12H: IV R- 311106 4 REVISED FOR 8 PLANTERS HEH 3/19/1 off N0R60NfNi "D 190./1001 _� CITY OF [IDNAICk 3 ADDED DETAIL HEH HEH 1 —20 �. /5/1 " RENTON 2 REVISED PER 8/16/13 CITY COMMENTS HEH 30 13 °R"""� HEH oNl E: 1 DATUM 1 INITIAL PERMIT SUBMITTAL HEH 1 13 wmu HEH MOTW NE Planning /Building /Public Works Dept. 6 RT pE W1 NO. REVISION BY DATE APPR s`"D�y HEH ISOMETRIC VIEW SIDEWALK RAMP TYPES 3A, 3B, 3C, & SO Sheet 1 of 6 ADOPTED CRY OF RENTON STANDARD PUNS Isr Date oa /a< DWG. NAME: 1`012 SP PAGE:FO12 aac 116TH SE PLAN & PROFILE 5/1/13 LAKESIDE FAIRWOOD PLAT B00 18621 - 116TH AVE SE N� RENTON, WASHINGTON C6 LAKESIDE INVESTMENTS, LLC 9`E 6 'el3 ....................... D m m� G � � �a� �0 �dr.T r y NOTE EXISTING THE LOCATION OF ALL UNDERGROUND SHOW HAGENSON AN APPROXIMATE CONTRACTOR DETERMNE THE EXA T LOCATION ALL EXISTING U ES 7R BEFORE COMMENCING WORK. CONTRACTOR AGREES /'+ CONSULTANTS, LLC EXACTLY LOCATE AND PRESERVE ANY AND LLL UNDERGROUND UPUE1nIES CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS / 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 936 -6168 fax 206.938 -7645 BEFORE YOU DIG email H.Hagenson000MCAST.NET 1- 800 -424 -5555 505 500 495 GpNJ�\f,5 5 \p GEMEENWYS'el 0 5 MIN FOR TRUNCATED DOME SECTION PVMT. TEXTURE --- U CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 2Q. CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. 30. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION. /-, 9' \1F 'E�- k-,4µ s \\01 CEMENT CONCRETE MIN. ROPOSEDSSURFACE SIDEWALK AND RAMP, Ali 4.�•• 4i W .K 490 NOTES 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT. /FT. 4. SEE FIG. 3 -001 FOR CURB AND SIDEWALK JOINTS. QS RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3 -011.) DETECTABLE WEARING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATIONS 8- 14.3(3) 6. THIS DETAIL APPLIES TO ROLLED AND VERTICAL CURB ROADWAYS. 2007 KCRS FIG 3 -014 CONCRETE SIDEWALK TO ASPHALT SHOULDER TRANSITION e UNY[L WM•UNU IW U KIL TYPICAL CROSS SECTION NOT TO SCALE 116TH AVE SE AND CURB RETURN � RAMP CENTERLINE ;EVENT CONCRETE PEDESTRIAN CURB 3' -0" MIN RAMP 3/8" EXPANSION JOINT (TrPJ (SEE STD. PLAN F -3) DETECTABLE WARNING PATTERN (SEE DETAIL) SIDEWALK NOTES ISIDEWALKF,", FER STRIP .) SEE CONTRACT FOR CURB RETURN RADIUS T CONCRETE TRIAN CURB CROSSWALK r (SEE SM. PLAN AN H -Sc) L Avoid pl acing drainage structures, junction boxes or other obstructions in front of romp access areas. 2. Detectable warning patterns may be created by any method that will achieve the truncated dame dimensions and spacing shown. The detectable warning pattern area shall be yellow, in compliance with Std. Spec. 8- 14.3(3) 3. Curb and gutter shown, see the Contract Plans for the curb design specified. See Std. Plan F -1 for curb details. 4. See Std. Plan F -3 for sidewalk joint placement and details. 5. Ramp slopes shall not be steeper than 12H: IV R- 311106 4 REVISED FOR 8 PLANTERS HEH 3/19/1 off N0R60NfNi "D 190./1001 _� CITY OF [IDNAICk 3 ADDED DETAIL HEH HEH 1 —20 �. /5/1 " RENTON 2 REVISED PER 8/16/13 CITY COMMENTS HEH 30 13 °R"""� HEH oNl E: 1 DATUM 1 INITIAL PERMIT SUBMITTAL HEH 1 13 wmu HEH MOTW NE Planning /Building /Public Works Dept. 6 RT pE W1 NO. REVISION BY DATE APPR s`"D�y HEH ISOMETRIC VIEW SIDEWALK RAMP TYPES 3A, 3B, 3C, & SO Sheet 1 of 6 ADOPTED CRY OF RENTON STANDARD PUNS Isr Date oa /a< DWG. NAME: 1`012 SP PAGE:FO12 aac 116TH SE PLAN & PROFILE 5/1/13 LAKESIDE FAIRWOOD PLAT B00 18621 - 116TH AVE SE N� RENTON, WASHINGTON C6 LAKESIDE INVESTMENTS, LLC 9`E 6 'el3 ....................... D m m� G � � �a� �0 �dr.T r y