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Home My WebLink AboutD-371705O cr- w F- a F- U) cr- w 0 Lq U z 9 W w STA 3127.5 -18' LONG I i 1 Oo 01 z 4 G �, alv�rrr a d- _ - - - -a —� 1 ROAD NOTES TYPE III BARRICADE - - SIDEWALK TRANSITION WAL K FG 499 91 v �_-- ADJUST TO GRADE (TYP) NI - - ,,, -. ...._ ..... _ _..._. ___.._. ......... w 2.79q STA 1151 T —E _ — a I I .•,. , ON 4 "X4" WOODEN POSTS rkin —inn —IAI ,vlC`l'IRIO - - __ ..._,... i PVIC = 497.06 °° 480 500 1. CONSTRUCT ASPHALT PAVEMENT ROADWAY SECTION PER CROSS SECTION DETAIL HEREON BURIED 3' IN CONCRETE I o w n `CURVE? o z hI CZ) — — — — — — — — — — — — — T ° ao o —20% — .......... 2. CONSTRUCT VERT CONC CURB AND GUTTER PER STD PLAN F001 ATTACH R8- 7(MODIFED) PVI: 488.0' z 94 -� FUTURE THRU STREET SIGN D 490.22 9.0 0 5' ��- ,- - 3. CONSTRUCT 4" CONC. SIDEWALKS PER RENTON STD PLAN F005.1 & F007 I I LOT 1 SIDE A ... .... ........ . .. .. :... .. + �, i 'K 4678 SF EA SMT O}• Do cn M 4 CONSTRUCT TYPE 4 DRIVEWAYS PER STD PLAN F004.5 I I I I 5 00` 18.00' I m 5. CONSTRUCT TYPE 3 BARRICADE PER STD PLAN H -018 • 0 CIO ` I LOT 5' TO BE WALK.' I L.S. 2 .00' 6. CONSTRUCT TYPE 3C HANDICAP RAMP PER STD PLAN F012.2 LOT 5 LOT 4 T ` I L 4508 SF DEDICATED AS SF I 4 516 SF ADDITI ❑NAL M 7. CONSTRUCT MAILBOX PER STD PLAN H027 4514 SF I I I I ROW - . -� �— — 8. ALL TRENCH RESTORATION AND OVERLAY REQUIREMENTS SHALL COMPLY WITH THE CITY OF RENTON STANDARDS. � ,• I I I I I I i 1 I CONC. 01 z 495 PVI: 497.5' ® 0+6k. m DRIVEWAY TABLE- 16 WIDE DRIVEWAY L•. I— — — — — — — — — — L SIDEWALK TRANSITION WAL K FG 499 91 �_-- ADJUST TO GRADE (TYP) NI o F F OFFSET 0 T 0 +82 26 L 0 +84.19 R 1 +40.88 L -. ...._ ..... _ _..._. ___.._. ......... w 2.79q STA 1151 T —E _ — E o a -'• 1+7Q.88 L .•,. , _. _. ___.. rkin —inn —IAI ,vlC`l'IRIO - - __ ..._,... i Me NOTE THE LOCATION OF ALL EXISTING HA GENS ON DETERMINE THEME ACT LOCATION UOFEALL EXISTING RUTILITI S SHOWN BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE ILLY CONSULTANTS, LL C AND PRESERVE SERVE RESPONSIBLE ANY N AND ALL UNDERGROUND UTILITIES. �Y LOCATE CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS / 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG email H.Hagenson000MCAST.NET 1- 800 -424 -5555 4 �SS"ONAL EXPIRES 11/15/16 3,•T Al-- 1 +87.39 R - 20 WIDTH, 20 RADIUS - SEE PLAN 2 +49.637 R 2 +58.24 L 2 +79.67 R 2 +88.24 L CONSTRUCTION NOTES 10 CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 20 CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. 30. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION. CONSTRUCT 16' WIDE CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STANDARD PLAN F004.5 rt 6- CRUSHED 5URFACNG 11UP WUMt TYPICAL CROSS SECTION NOT TO SCALE S E 18 6TH PL D- 311105 SURVE SCALE: VEiiTrAL: NAw 1968 „ , HORIZONTAL: NAD 1963/1991 ► CITY 0 1— 4 REVISED FOR 8 PLANTER HEH 3/19/1 DESIGNED, 1 =20 tR 3 ADDED SIGN AT STA 3 +27 HEH /5/1 HEH R ENTON 2 REVISED PER CITY 8/16/13 COMMENTS HEH T/3-071 3 HEH ONE INCH DATUM 1 INITIAL PERMIT SUBMITTAL HEH 1 13 CHECx HEH AT I'LL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE APPR I — SCALE ACCORDINGLY HEH 3•� CONCRETE CURB AND GUTTER PER SID PLAN F -001 CHECK FOR COMPLIANCE TO CITY STANDARDS (oli SE 186TH PLAN & PROFILE LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC 5/1/13 PAGE: C5 SHEET, Of- 5 13 NNNNAIA h. c o= C G r. La 01 z 495 PVI: 497.5' ® 0+6k. - - - -� �_-- - o K =7.1 ......... w 2.79q — 490 485 PVIC = 497.06 °° 480 500 3 +00 NOTE THE LOCATION OF ALL EXISTING HA GENS ON DETERMINE THEME ACT LOCATION UOFEALL EXISTING RUTILITI S SHOWN BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE ILLY CONSULTANTS, LL C AND PRESERVE SERVE RESPONSIBLE ANY N AND ALL UNDERGROUND UTILITIES. �Y LOCATE CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS / 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG email H.Hagenson000MCAST.NET 1- 800 -424 -5555 4 �SS"ONAL EXPIRES 11/15/16 3,•T Al-- 1 +87.39 R - 20 WIDTH, 20 RADIUS - SEE PLAN 2 +49.637 R 2 +58.24 L 2 +79.67 R 2 +88.24 L CONSTRUCTION NOTES 10 CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 20 CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. 30. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION. CONSTRUCT 16' WIDE CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STANDARD PLAN F004.5 rt 6- CRUSHED 5URFACNG 11UP WUMt TYPICAL CROSS SECTION NOT TO SCALE S E 18 6TH PL D- 311105 SURVE SCALE: VEiiTrAL: NAw 1968 „ , HORIZONTAL: NAD 1963/1991 ► CITY 0 1— 4 REVISED FOR 8 PLANTER HEH 3/19/1 DESIGNED, 1 =20 tR 3 ADDED SIGN AT STA 3 +27 HEH /5/1 HEH R ENTON 2 REVISED PER CITY 8/16/13 COMMENTS HEH T/3-071 3 HEH ONE INCH DATUM 1 INITIAL PERMIT SUBMITTAL HEH 1 13 CHECx HEH AT I'LL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE APPR I — SCALE ACCORDINGLY HEH 3•� CONCRETE CURB AND GUTTER PER SID PLAN F -001 CHECK FOR COMPLIANCE TO CITY STANDARDS (oli SE 186TH PLAN & PROFILE LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC 5/1/13 PAGE: C5 SHEET, Of- 5 13 NNNNAIA h. c o= C G r. PVI: 497.5' ® 0+6k. K =7.1 — PVIC = 497.06 °° 500 o w 150' VERT. `CURVE? LANDING POINT ° ao o —20% PVI: 488.0' ®1 +70 o N -� PVIC ELEV 490.22 9.0 ��- ,- - 495 ... .... ........ . .. .. :... .. + �, i N.. O}• Do cn M / DO 0 Co 490 - . -� �— — '_uj - - -' EXIST GRADE: w cr z w ui o Co — `.� 485 w IrM + II _..... 1 480 1475 2 +00 PROFILE - SE 186 PLACE 1 +00 0 +00 SCALE: HORIZ.• 1 " = 20' VERT- 1"= 5' NOTE THE LOCATION OF ALL EXISTING HA GENS ON DETERMINE THEME ACT LOCATION UOFEALL EXISTING RUTILITI S SHOWN BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE ILLY CONSULTANTS, LL C AND PRESERVE SERVE RESPONSIBLE ANY N AND ALL UNDERGROUND UTILITIES. �Y LOCATE CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS / 6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG email H.Hagenson000MCAST.NET 1- 800 -424 -5555 4 �SS"ONAL EXPIRES 11/15/16 3,•T Al-- 1 +87.39 R - 20 WIDTH, 20 RADIUS - SEE PLAN 2 +49.637 R 2 +58.24 L 2 +79.67 R 2 +88.24 L CONSTRUCTION NOTES 10 CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5 20 CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS. 30. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION. CONSTRUCT 16' WIDE CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STANDARD PLAN F004.5 rt 6- CRUSHED 5URFACNG 11UP WUMt TYPICAL CROSS SECTION NOT TO SCALE S E 18 6TH PL D- 311105 SURVE SCALE: VEiiTrAL: NAw 1968 „ , HORIZONTAL: NAD 1963/1991 ► CITY 0 1— 4 REVISED FOR 8 PLANTER HEH 3/19/1 DESIGNED, 1 =20 tR 3 ADDED SIGN AT STA 3 +27 HEH /5/1 HEH R ENTON 2 REVISED PER CITY 8/16/13 COMMENTS HEH T/3-071 3 HEH ONE INCH DATUM 1 INITIAL PERMIT SUBMITTAL HEH 1 13 CHECx HEH AT I'LL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE APPR I — SCALE ACCORDINGLY HEH 3•� CONCRETE CURB AND GUTTER PER SID PLAN F -001 CHECK FOR COMPLIANCE TO CITY STANDARDS (oli SE 186TH PLAN & PROFILE LAKESIDE FAIRWOOD PLAT 18621 - 116TH AVE SE RENTON, WASHINGTON LAKESIDE INVESTMENTS, LLC 5/1/13 PAGE: C5 SHEET, Of- 5 13 NNNNAIA h. c o= C G r.