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HomeMy WebLinkAboutR-421217T i Q w rr LU n O rr n z -17 Q > N a U V) Q N CD N 0 N Lc) N Q 3 00 a i 00 N i C c 00 N 0 0 0 W� 16 M fT 0 0 5' 10' 20' INTERSECTION 1 ROAD A STA: 10+00.00 SCALE: 1 "-1 O' ABERDEEN AVE NE STA: 30+00.00 3 - EX STOP BAR SSA o . 3 v •.• EX OVERHEAD POWER LINE (TYP) W _Z . GI GQ I3 G GGG 3GG G G ' Q Q w 3 EX 16" 308.23 MATCH EG w W WATE Z a" I W 00 0 Z, W o 3 ' EX STO w o I SIGN. '' �IJm 3 �/ W o� W 3 M ■�■ Z I I / Q AS-BUILTS NE 16TH ST OFFSITE WALKWAY DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 057 TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON - •• •• •• •• "" vv vv -vv- vv-w-w -w-w w- d I \ ^ EX UNDERGROUND 1 3 EX OVERHEAD v TELEPHONE LINE (TYP) 3 1 POWER LINE (TYP) N,�EX GAS ■ W LINE (TYP) N 3p4 • .... I W cl -- - - - - STA 42+35.00, 10.84' RT 5=0.9% (n EX MAILBOXES CONTINUE 6' GRAVEL PATH 3 2 1'/Y^mil 05.20 TO BE RELOCATED 304.01 303.87 3 ■ + :H EG BEHIND WALL MATCH EG � :. MATCH EG C4 W ..: CO_ e :..: ■ a +- G =-.,G -..G-•.G.�•:G•• G -'•G -�iG rt'G .---G�-•G. .-`.G:� G: \.fir:' G•"-.G G:•-•--•G •''�.G��- G .� W i.. \ �. WOOD WALL 304.09 I co _.. wua•ts�------_�S __ TO BE REMOVED 3 ■ J 05.93 ' EX CHAINLINK - 1 /_, ATCH FENCE �•.. METER (TYP) U G r-x x-x-x-x-x _ x ' �p�+ �xx�--x x� O EX TREE ' Q EX•'WATER �} x (TYP) METER (TYP) O EXRW ■ 1 MC SDMH RIM=302.40' w - w DOES NOT CONNECT T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) -T(UG) Ww-w-W- W W- W- W W- W- W- W W- W W W� W-- W J W-WW- W-w-W W Qom" a r�(iCJ 1 ■ EX OVERHEAD 3 I ■ Z EX UNDERGROUND POWER LINE (TYP) I I 0 EX 16" WATER EX FOG TELEPHONE LINE (TYP) z 3 EX 8" SEWER ! W I LINE (TYP) EX 8" SEWER Q o INTERSECTION W ■ a NE 16TH ST STA: 44+08.29 Q �_ _ __ ----_ ----_ -W --_ ----_ ----_ - NE 16TH ST _ _ _ _ _ _ Z i a ■ -- o S=0.2% S=0.7% 3 o SSMH ■ U I S=0.9% STA 42+35.00, 10.84' RT o - - 0 RIM=302.83' 1 ■ CONTINUE 6' GRAVEL PATH X EX FOG STA 43+46.50 15.11' RT I Q° o EX 8" WATER 3 Z 8" CNC N IE=292.68' ■ 0 LINE (TYP) / 1 U CV W 303.60 w 303.50 END 6' GRAVEL PATH a 3 8 CNC E IE=292.58 W 1 MATCH EG MATCH EG MATCH EG MATCH EG 303.40 os ql 8" PVC W IE=292.68' Q ■ EX EOA MATCH EG 3 Q ■ 0 L.■ W I _ a 302.90 ~` I W rn cv 03 303.35 °' 3 ■ U) ■' : • m • •• ' :. . . MATCH EG MATCH EG- Z - -.G�, G.. G.�G•TGG G G�GT�T TG�G�G G. . ':. . �. EG LLI _ I GG T G --• G` G' G -''G• G G' .. �� : G G 'G GI/�MA�TCH G -I G G --I G G G �JG , J ■ :. G-G-G-G-G - - --G-G-G-G-G- - -G■ G• G .. .. c ..' c.�•G.."G. c G 3 0 I 303 70 I : ' :. v; ...: • .. I 303.63 303.66 F-f D ■.. I , \ EX RIVEWAY q STORM Q EX 12" •�• U EX. GRAVEL `' ' •. I % QS 3 m --- ----- W } } ■ CAS I : ' .DRIVEWAY TQ• .BE j .: .. N l j EX GAS ... EX WATER .. . .......... \\ EX MAILBOXES ! RECRAD'ED ' ..., • LINE (NP) 3(y® I EX WOOD METER (NP) :: 304........... TO BE.,RELOCATED EX FENCE , ■ W 304.06 7,`^+T`._: •'': :.:..:.: : ' I EX TREE .. FENCE N, 1.�•�_ I ----- --- --� o� 1 ■ I rr rr (NP) rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr r I w W a 1 - - _ �, 1 ■ EX R/W 303.95 � � • � EXRW CB STD GRT 1 MATCH EG NE 16TH ST/ABERDEEN AVE NE - c6 s GRT RIM=301.78' " RIM=302.33' 12" ADS E IE=298.93' BLAINE AVE NE WALKWAY DETAIL 12 ADS NE IE=300.6112" ADS SW IE=298.93' T(UG) ikuv) S=1.3% 308.. NE 16TH ST S=2.9% -SSMH RIM=306.94'� I 8" PVC E IE=297.14' CENTER=297.19' - EX 8" SEWER _ Q BLAINE AVE NE WALKWAY DETAIL EX OVERHEAD Q° POWER LINE (TYP) ----------- ---- -----� v..�i ��uul r�uu) P(UG) P(UG) PING) P(UG) �- P(UG) P(UG) P(UG) _ PN�) -------- - EOA : P(UG) ( ) ( ) ( ) ( ) ------ EX E0A-------------------------- P UG PUG PUG PUG W W- W- W` W W- W- W- W W T W- W- W W- N- W- W W- W W W W- W- W- W- W W W W- W- W -!W - W- W- W- F v - CB STD GRT jNVV3/�\V/ 1 EX 12 STORM RIM=322.09 a " EX FOG 12" ADS W IE=319:03' EX 16 WATER LINE (TYP) I EX UNDERGROUND 0 I TELEPHONE LINE (TYP) v Q' WATER 2 3 kn NE 16TH ST N c 3 ■ - - - - - - -:� - - - - -- SAWCUT LINE SS�� S=9.7% o 1 S �% © S (�•p �- EX UNDERGROUND 3 0 ■ tzl Z 1 INTERSECTION a EX UNDERGROUND STA 51 +43.87, 17.50' RT ) N; POWER LINE (TYP) ■ NE 16TH•.. ST STA: 50+49.18 0 1 I POWER . LINE (TYP) BEGIN ADA RAMP. STA 51 +54.87, 11.52' RT. 0 U ■ o STA 51 +28.88, •:11.50' RT 333.02 END SAWCUT I EX GAS BEGIN SAWCUT MATCH EG'-' 335.85 EX GAS 1 a LINE (TYP) `. EX SPEED 332.86 ,---------F-- ---- -- -- -EG - 35 STA 51+63.87, 17.51' RT IZ-G- LINE (TYP) MATCH 0 1 LIMIT SIGN MATCH EG ► • END'•. ADA RAMP a :f W■ G G G G G G G G G G G I G G G G �: G G G G G G G G G •G G G- G- G G G- G G G G, .MATCH E G `. E X E 0 A G - G r- G- - G- G- G- G- - G- G- G- G- - G- G GEX E O AG - G- G- G- - ------ 0• a - - ------ ------------------------------ --- ■ ------ -------------- ---------- ------------------------ ----- ----- ------ --- ----------------------------------- -- p I i EX ADA Z I I •'. ADA �pl'` -; ;____ ------------- ���_� - a� v 0 I RAMP JEX RAMP F.' d K 337.11 a '°^ a s I P(UG) P(UG). •... m ■ 1.' ~ SIDEWAL .a: I TNc) -I-- NG) T(UG) Nc> T(UG) o 00 moo MATCH EEG 337.28 : A EX SIDEWALK a P(fc) PNc) Q P 1 T(UG) a EG 4 MATCH W1 a \\0 Z I� x xx- xxxxx� -xx x x- x-x -x -x -I EX WOOD W EX STOP FENCE 1 x SIGN FENCE TO BE RELOCATED ffl - 1 / / EX STOP EXRW i EXRW EX WATER 0 BAR NE 16TH ST/DAYTON CT NE 16AFOR MDETAILS, P. SEE SHEET METER (TYP) WALKWAY DETAIL 1 "=10, IN DATUM FOUND " BENCHMARKBRASS DOME IN MONUMENT IN MONUMENTFOUND IN CASE MARK I WITH BRASS T DISC 16TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 RECORD DRAWINGS AS BUILT RK 5/4/22 BJT SURVEYM. REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT DESMRK DRAW RK CHECIGMBJT REVISION BY DATE APPR BJT 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE NON SCALE ACCOMMY VER rA- NAVD L: NAD 192971991 DATU M HORIZONTAL 0 25' 50' 100' SCALE: 1 "=50' VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' N 0 5' 10' 20' SCALE: 1 "=1 O' SECTION A -A HORIZ. 1 "=20' - VERT. 1 "=5' � z J 2 zT �Z00 PROPOSED GRADE-- ISTING GRADE -ECTION LINE GR PROPOSED C 0 co 0 1p LO p co Lri 0 SECTION B-B HORIZ. 1 "=20' - VERT. 1 "=5' CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. m �20100241� s F01STERN S�0N L ECG 7/7/202-3 c O vi = - N 7 : t •� N C W C N N I`M i a00N M- -0 �Q� Ol N r i L0 a-,' N /c�v W rO' V � Y N r R-421217 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS NE 16TH ST OFFSITE WALKWAY DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 T O O T M H H H H T N LL I..LI OM T � N z0 = z DATA 7/7/2023 m O FlEL MXM* J Uj MWNO NO: U m s"Eff:17 OF: