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HomeMy WebLinkAboutR-393020O CM C) C'7 I W J O O 2 CU C/) OC Q Z W 73 W W rr O I— rr Q C/) 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 I IqI I I I VERTICAL SCALE: 1"=2' �I I I I I + 0 N Y Q � w � � 6 mM QII Q Uj J C� w II STCB 1600 - II II II — — STCB 1600 1 EXISTING TYPE 1 CB STA 20+37.65, 21.05' RT RIM: 36.94 IE: 34.84 12" (W) 4'x4' CONCRETE ENCASING FOR FUTURE UNDERGROUND ELECTRICAL CONDUIT. — — — — — — — Q YCO w co 0' 6 m co w II FINISHED GRADE @ FLOWLINE Q > �w (D w EXIST . GRADE @ CENTERLINE — — — — — — — — EXIST. GRADE @ SAWCUT LINE ----------------- s24F �2 cp II - A@ — — � EXIST. 16" D.I. WATER MAIN I I IITF II II II II SDCB 26 FINISHED GRADE ELEVATION SDCB 48" TYPE 2 CB STA 22+24.59, 59.38' RT STCB 1536 @ FLOWLINE E CB TYPE 1 RIM: �8-i8— 38.29 RIM:3.9 28 8.29 EXISTING TYPE 1 CB EXISTING GRADE ELEVATION STA 21+89.32, 20.92' RT 33.09 99.88L 1 ( ) 3 STATING 98, 21.00' RT @ CENTERLINE EXISTING / FINISHED GRADE ELEVATION RIM: 36.61-36.42 IE: RIM: 36.13 @ SAWCUT LINE IE: 3�3-12" (NE) IE: 93.41 4" (E) 33.39 34.54 IE: 89.88r8" (S) 33.09 � CO Cfl N co � � N � M O � � 00 Ln 00 O � C) N cM � O OM � O N O O� - O O� co co CC) COC6 M CY) M CO (� CO Cfl M L'') CO co co CO M CO c6 � M M 6 co M CO M CO CO M M CO Cr) CO CO M CO M � n n 20+00 20+50 21+00 21+50 22+00 22+50 23+00 AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND urERAnaNaFnllsoowMENrsHAUINvwDarErIE PROFES90NA1 SEAL AND SNiflAIURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TM�o�+TooESNoroERocArERsaNNESERVEo ONIrERRSIIP RIGHTS RI IT. THIS DOCULfNT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY aNLTFORTHEPROJECrfaENTFEDNTHEIITLEBLOO( AND IS NOT TO BE USED FOR REPAN, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. AoolnoNTorHArvRo�craRFaRANronIERVRoaEcr. LJ a z J J. 00 5 RAMP REVISION Fix' _rT4 STORM DRAINAGE REVISIONS 3 CITY COMMENTS �4'0 2 ADDENDUM NO. 3 80E�w�V TACOMA SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 SIGNAL 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION /oQ/7Mo253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB WJF 2/22/181 WJF SVRVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA ONE INCH WJF 3/1 /1 7 WJF CHECKED: W. FIERST AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY I APPROVED: S. COMFORT 44 43 42 41 40 39 38 U w w 37 U) w w 36 0 LID 35 Q w 34 J U 33 32 31 30 29 28 27 26 25 cfl rn CO C`•) co 23+50 Z GRAPHIC SCALE 0 10 20 40 1" = 20 FEET KEYNOTES O CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. O TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. CONSTRUCTION RECORD DRAWINGS VERTIAL:HOR ZONTAL: HAD D1983/11991 'y CITY OF REN TON DATUM Planning/Building/Public Works Dept. APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT PARK AVENUE NORTH FRONTAGE IMPROVEMENTS 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C6.2 SHEET: OF: 24 43 w H NJ H H C9 T J R-393020