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Home My WebLink AboutR-395908C/) Iii-_ z W 2 W 0 rr, 0 _j 0 z v rr n 0 Cf) I 0 0 r 0 C/) _r 0 0 rr, W co L-1 z I W i .0 .................................................... ................ .. ................. ...... .................... ....................... ........... ...... ............ ........... ..... ............... 0 ... . . . . . . . . ...... . . . . .. . . . . . ................. ........... ............. ........... YC EXC ............ ......... ...................................... ...... . .................... E ...... ....... ........ XC, . 7... SPEED BUMP ...................... SPEED BUMP .......... ........ ... .. . .......... < ............... ............ ........... ............. A ASPHALT ........ RAMP❑ ........... N"TYP) .. I ..... ............ ................... V'7 .............. SPEED BUMP .............................. ...... ......... 0 ....0 C...... .... ........... .. .......... / ...... ............ ............... ROCK .. .................... ................................... ... ...... .... ..... .. 1-1 ................ jq ............ /1 #103 ..... ... ............. COLUM NAIL AND WASHER N 683 ....... .......... .1 ............... ... ..................... ....... ... ... 65.6984 .. ..... ............ .. . ............. ........ ...... E: 1310258.3632 FkC. .............. ............. ................ ... ELEV: 422.42 .... ........... ..... .................. ....... I ....................... M,3" .... .. . .... • .. • ...... KEYNOTES: PROPOSED LEGEND: ... ....... ......... .... ................ . . . ..... ................ ................. 8 ......... ........... I ....... ....... ..... 0 ACCESSIBLE PARKING SIGN C5.1 LIGHT DUTY CEMENT CONCRETE .... ..... 8 ........... ..... VAN ACCESSIBLE PARKING SIGN ................. .......... X X C5.1 ...... S X ................... ................ S .... ............. PAINTED CROSSWALK ENT X .. ............ .................. ......... RIGHT" PER SIGN: "KEEP > T ................ / ................. LIGHT DUTY ASPHALT CEMENT R R4-7 OF THE X X llA 3 C BIKE RACK ..... ... .. ..... ................. ..... O WSDOT SIGN FABRICATI .......... ........ ..................... .... ... ... ON MANUAL .. .......... 7 X .. ......... ......................... ..... .......... HEAVY DUTY ASPHALT CEMENT SIGN- "LEFT TURN MUST TURN LEFT" PER ......... ............. .... .......... F7= R3-7L OF THE WSDOT SIGN FABRICATION ........ram ........ ... . . .... ... .. ........... MANUAL ....................... .................. ........................................................... cola,!41. 344. . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... ........ SIGN: "RIGHT TURN ONLY PER R3-5R OF ... * ....... 021 ............... ..................... ........ ............... ........ .. THE WSDOT SIGN FABRICATION MANUAL ....... + to U) 168330.34 OV X 0 SIGN: "LEFT TURN ONLY" PER R3-5L OF THE f 1310214. ........... z WSDOT SIGN FABRICATION MANUAL AND ........... .............. ... .............. .............. "EXCEPT BUSES" PLACARD BELOW. N 168339. 7 R10.00' X .................... ..... SIGN: "DO NOT ENTER" PER R5-1 OF THE E 131016 .22 11�c EX 5 WSDOT SIGN FABRICATION MANUAL . . ... . .... ....... .................. EC EXTRUDED CURB ............. ........... I ............................. ........................................... .. ............................ I .................................................................. ......................................... ................................ I ........ ............ .... ........ ................ ................ ........ .. .... .............. EXISTING CURB TO REMAIN 4" SOLID WHITE PAINT LINE, TYP -,N 2 .31 ........ ....................... ........ .............................. ............ .. ........... ............. ............ ...... ........ .. .. .. .. .. ..... ................ ............... ...... .... I ....... .. ......... ........... ............ . ..... ..... .. ................ 310226.32 1 6 - ------ Sz� ............. ............ ... .... FC 0" FLUSH CURB ....... ...................... .... ......... ... ... .. ........................................... 4" DASHED WHITE PAINT LINE .............................. Z/ RC REPLACE EXISTING CURB IN KIND 0,O p 14 1, 1 ? C), 10 4" SOLID YELLOW PAINT LINE X S TYPE 1 S TRAFFIC ARROW (AHEAD) PER 8 . . ........ .. ........ 7 -24.40-02 ..................... ............. ......... TC CEMENT CONCRETE TRAFFIC CURB WSDOT STD PLAN M CIPPPD BUMP C) 10 .................................... CHANGE IN CURB TYPE .................. ............ .. .. ... .... ... ............ ........... TYPE 2SR TRAFFIC(RIGHT) PER ................................... ..... ............ ............................................ S WSDOT STD PLAN M-24.40-02 .. ......... C), ................................... ................. N xxx .......... 0- ........................................... N 168288. 1 ...... .... E xxx COORDINATE AT CENTER OF ARC ............................... E 13 ......... . . . . . . . 10247 49 W' .... .. ..... PLAN NOTES .00 ... 1. PROTECT EXISTING CURBS AND PAVEMENT FROM DAMAGE TYPE 2SL TRAFFIC ARROW (LEFT) PER .... .... ..... DURING CONSTRUCTION. G WSDOT STD PLAN M-24.40-02 ...... 00 ....... 2. ALL PAVEMENT ARROWS PER UNLESS OTHERWISE , C5 2 NOTED. ... ....... z .......... 3. ALL SIGNS PER UNLESS OTHERWISE NOTED. ui .......... C12"X3 AiZ > -07 WHEELSTOP 3, S 6 C5.1 �z PO, ...... 0 SPHALT RAMP X N pC Lx TYP) ................ l 2"X2 0), ... ............................. .... .... ....... ......... < l (�� \ ............ ...... CY RECORD NOTE 10108/2018 0 ............ ..... 3 N 168171.82 8 N AHBL CERTIFIES THE ACCURACY OF THESE AS -BUILT N 168184 30 DRAWINGS WHICH ARE COMPRISED OF APPROVED .. ...... E 1310041.84 (D C ENGINEERING PLANS AND CONSTRUCTION CHANGES GRAPHIC SCALE ............... E 1309882 6 z N 168182. 8 ....... .......... E 1309800 39 PROVIDED BY THE CONTRACTOR FOR THE PROJECT N 168180.44 X KNOWN AS LINDBERGH HIGH SCHOOL PARKING LOT 0 10 20 40 EXC ..... . ........... E 1309811.42 ... Z� �2, IMPROVEMENTS. BASED ON THE STANDARD OF .. ....... R P N 168167.69 EC X .00, SPEED BU E 131 CARE AND EXPERTISE THAT IS USUAL AND X N 168145.83 CUSTOMARY IN THIS COMMUNITY FOR 20 FEET N 1 81 6.41 X _x .. ( OCW22" PROFESSIONAL ENGINEERS IT APPEARS THAT WORK R20.00 A 0 & I" E 1310117.31 y,-X-X-X-X- CONFORMANCE E 13�897.22 X_ WAS COMPLETED IN SUBSTANTIAL E lillill 168163.68 E 1310026.36 N 16 -158.57 N 168156.21 CW26" WITH THE APPROVED CIVIL ENGINEERING PERMIT R15.00' E 1310050.17 E 1310100.21 Q) 8145.7 E 13099. E 1310010.50 DOCUMENTS. N 168164.92 N 168143 8 N 168141.36 5 R4.00' E 1309823.61 "N/) ....... 918 + 6.00' 0 6 _N 168154.64 R4.00' OU32" U) N 168165.45 N 168153.37 130 1 9893. 6 R-395908 E 1310033.74 E 1309810.80 E 1309866.29 -1 13101 -ty.j:1 Z/ N 168164.73 21 0 �j E 0 E 1309799.78 IN COMPLIANCE WITH CITY OF RENTON STANDARDS zo / 16& U >C U N 168129.62 0 E 1309911 .11 R125.00' R48.00' N 168135.64 in E 1310154.41 (D T N 168112.58 -X-X-X-X-X-x - T- T - - - G--T --Pl -X-X-X-x - G - - - - 6 523.97' N8 U20" DATE: J.■■ AHBL #102 SCALE*. 06/08/2017 (D \> of WA SURVEYED: VERTICAL 1 1 LINDBERGH HIGH SCHOOL T_ o D. FOLLANSBEE HORIZONTAL' NAD 1983/1991 CITY OF FIELDBOOK: LU DESIGNED: SOUTH PARKING LOT IMPROVEMENTS PAGE: 0 B. SCHEND RENTON DRAWING NO: co DRAWN: RENTON SCHOOL DISTRICT 0 BJS 10/08/18 SMC C4.0 NOTICE F. KATONA ONE I DATUM ALTERATION OF THIS DOCUMENT SHALL 111ill THE - 2 AS-BUILTS CHECKED: z PROFESSIONAL SEAL AND IGNATURE. PUBLICATION OF ? BJS 7/7/17 AT FULL Planning/Building/Public Works Dept. SHEER THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED 41803 1 REVISED PER CITY COMMENTS FIERST IF NOT ONE INCH PAVING & HORIZONTAL CONTROL PLAN OF. Know what's bell AS -BUILT OVNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE OA �10G I ST T A C 0 M A SEATTLE SPOKANE TRI-GlTIES SCALE ACCORDINGLY 8 17 _J ED IN THE TITLE BLOCK X�_ APPROVED: ONLY FOR THE PROECT IDENTIn Tacoma, WA 98403 REVISION BY DATE APPR S. COMFORT AND IS NOT TO BE USED FOR REPAIR, REMODEL OR 6'10NAL Call before you dig. ADDITION TO THAT Pi OR FOR My OTHER PROl 2215 North 30th Street, Suite 300 NO. 253.383.2422 TEL 253,383.2572 FAX www.ahbl.com WEB AHBL PROJECT 2170057.10. 0/8