Loading...
HomeMy WebLinkAboutR-423514w a z w We 23+00 23+50 24+00 24+50 25+00 PARK AVENUE NORTH - WEST SIDE PROFILE H: 1" = 10' V: 1"=5' 45 SIDEWALK REPLACEMENT (57') N 3RD ST INTERSECTION SIDEWALK REPLACEMENT (28') SIDEWALK REPLACEMENT (15) I ..........:..........:..........:......... ..........;............. , +/— TO NEAREST JOINT TRENCH CUT (62) ::....... +/— TO NEAREST JOINT +/— TO NEAREST JOINT ........ ..... I 35 25 20 ............................... ....... ..;.......RAMP REPLACEMENT............ ................I... ............................. .... .. ..... ........ ........ ........ ....... .. ..... .............. ....... PROTECT EX TREE & ....... ............ .................... ...................... ... ........ ..... ........ ........ ........ ....... .. ..... (36) ........ ........ ........ .... ... ........ .... EX -GRADE -AT-.::... . . EX . GRAD.E....:..... EX .GRADE .. ::........::........::........::.EX GRADE :.... . RESET EX TREE GRATE: .. ... EX: 'GRADE AT AT CENTERLINE: AT FLOWLINE PROPOSED GRADE X G q RAMP REPLACEMENT COMCAST VAULT TOP OF CURB AT F WLINE I ..... ......... ...... .I�.. PROPOSED GRADE-\......;.... `.r �, ; ,:,�.....:.........:�E .. R. DE _„ ram.; ..:.� .; �4.. ...�Rrp�RTr i ini� �: 4................................................4................................................4............................................. COMCAST VAULT .................i.................................................Q............................ ...............:........................................... BY NAllLT ........... ... ............................... . .................... 25TA RSDVAULT.- :WITH: RACKING .Ln .N . . .:QD. . . . .(3� N. .00, . (3) . i0. .00 . . 10. .cOp . . J . J U.0 J. . J . . . U.� J. . . J a_.0 . . if— F- a_- -CAL. LL_ CD- -00 CD W W . . . iWIL. LLJ. W iLL.L. LLJ- -WLLI L.L. 23+00 DRAWINGS HAVE BEEN REVISED PER CONTRACTOR'S CONSTRUCTION RECORDS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY LPD ENGINEERING, AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS REFLECT ASBUILT CONDITIONS BASED ON CONTRACTOR DOCUMENTED FIELD NOTES AND REDLINES. ziKnow what's below. Call before you dig. Dial 811 23+50 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc WWW•Ipdengineering.com 24+00 24+50 PARK AVENUE NORTH - EAST SIDE PROFILE H: 1" = 10' V: 1" = 5' o� w V sg�'� � ��• - ' 21 512, r� I TER ��� 2 CSI-2 LCS 13 2 SURVEYED: SCALE: 3 CSI-3 LCS 24 2 DESIGNED: 4 CSI-4 LCS /15/2 5 CSI-5 LCS /29/2 DRAWN: ONE INCH 6 CSI-6 LCS /1 1 /2 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE APPR APPROVED: 25+00 z pppp- 10 0 5 10 20 Scale 1"=10, VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. I I T-423509 AT VERTICAL DEFLEC11ONS PROVIDE LONG RADIUS SWEEPS IN ACCORDANCE WITH UTILITY PURVEYOR REQUIREMENTS. R-423514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SARTORI ELEMENTARY SCHOOL 315 GARDEN AVE N RENTON, WA 98057 GRADING, UTILITIES + PAVING PROFILE DATE: � / 06/2024 FI PAGE: C3.0 SHEET: OF: 18 29 N QO C) O N o& H • H U Iff a