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Home My WebLink AboutR-421208N T I 0 w rr W n O n z a I N C 00 N 1-1 V) 0 0 0 AS-BUILTS TESC PLAN - OFFSITE N OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 60' R/W II 60' R/W 3 I I I 3 x /. A T A I 1n I p A AI In 1T7 A n t 11 /II I/I W W x SFiRU 1 1 Q PHU I - \7 AUUnIVI I nL.11 V VIVI V I LnI V IL_ \ 0 1 0' 20' 40' W I I W L)nn I n 1 n R /�In IDIE ^I ORT nnn GTIn I F I r TL-> n n In �)I I n n l n qn 1 i 1 A dun-1221 A -)n I ; i` ;�/\-q�.i q I IJI vnL_U \/II 0 I_ �.r1vl \ I I vvl vv I II v L. L_ I \nl vv i rinl v I nl I v . v t�.v\l I�� I CB STD GRT I FIRE n' N ' ' r""" " t 1 A ')nl ice' �lln �h Ah A[)nl , = ni Iv RIM=305.45 II a HYDRANT 12" ADS N IE=299.90' II I I I I SCALE: 1"=20' 12" ADS S IE=299.95' I I POWER EX R/W SSMH i — _EX R W FND. MON IN CASE EX R/W STOP SIGN I I ' ;; a POLE RIM=306.94� OVERHEAD POWER POWER UNDERGROUND POWER AT CENTERLINE OF NE 16TH ST I Z ��I 8 PVC E IE=297.14 POLE & BLAINE AVE 0 12" WATER Ij (FTO\rP)LINE ��\ TEL RISERSTOP SIGN LINE (TYP) POLE TELEPHONE LINE (TYP) 16 WATER CENTER=297.19 (C.O.R. 0250) P(OH) P(OH) P(OH)I 3( H) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(0 ) P(OH) P(OH) P(OH) P(OH) P(OH) -I TNG) T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) T/r'?. "�� - T(UG) — w T(UG� w T uq (VERTICAL B.M., ELEV. = 93.606 MTR.) w _ w T G TUG) T(UG) (u ) T(UG) T(UG) T(UG) T(UG) T(UG) T(UG) w — w w — w w — w — w w �-¢ w w WW FND. MON IN CASE W/ 2" BRASS DISC II w w—w—w 3 w -"huc w w r(uc�—w�u�"i�N�°i— �(��(�w—�'—w—w—w—� =w w—w w— w —w —w —w w—w—w—w—w—w—w w—w—w w w—w—w— / cJ I �SDMH ■ Z a 3 a 3 FOG LINE 3 & X AT NE 16TH ST. DOWN 0.6 I I ` FOG LINE / \ WATER (TYP) — — — — RIM=302.40' NOT CONNECT " " 12" STORM I I o 16" WATER TYP WATER I SERVICE (TYP) _ — — — - I 308.. ( ) SERVICE (TYP) N _ 3 ..... NE 16TH S_T_ w — — — _— �— a _SSMH _ ■ 0 _nPUBLIC RIGHT-OF-WAY o FOG LINE 3 o RIM=302.83' I U I I 3 FOG LINE GAS LINE o — — — — — — o o r o , I I 16 WATER I �p� (T�.p) — I (TYP) _ 8" CNC N IE=292.68� ■ II 3 (NP) y EOA EOA a 3 8 CNC E IE=292.58 I� •---------------------------------------- ---- - " f ■ _ -- - - ------------------------- - --------------------------------- 8 PVC W IE=292.68 II FOG LINE - -- --- -- --- -- - -- --. --r -.. - -- -- .- .-- -:,- -- - c 3 ii G —3G �G G G G - - G G G G G G G G G G �`C�"�• G•,�-, �G„ G G G G i G G G G �� _ G G —• G •— G G G G G +--"Ct •'; ,�;G,; `fir G G G G G G G G �4- G G T G G G G G G 3 G G G G G —� a z o� RI--------- z I' :I --- w �pP,......................................................3.g0...................... DRIVEWAY x g o� I., v VEWAI: 3 / 3 .. — — x f" I ` MAILBOX ■ STOP SIGN w Ix •A l 3 FOG,.LIN� �.•_ o I _ I I 10 o W o ^� x ;a'..�y...Y F- a / I 1 III � Z o 3 � —I \:::-W-AT R WEX R WCB STD GRT W = // STREET SIGN EX R/W TREE (TYP) WATER METER TREE (TYP) FENCE (TYP) I ER METER I WOOD FENCE EX / WATER METER 12" STORM / ! m RIM=306.83' > o _,: WATER METER CLEARING LIMITS CB STD GRT > m STOP SIGN INSTALL FILTER SOCKS AS NEEDED TO I TREE (TYP) RIM=301.78 W 12 ADS N IE=302.23 : Q = I MITIGATE OFFSITE STORM RUNOFF. � I � :' 12" ADS E IE=298.93' I W W z o I I I CB STD GRT Z 12" ADS SW IE=298.93' ; co I � OVERHEAD POWER I 0 Ld LINE (TYP) I I Q I I Ww AAI A I I-ANWN4\17 UVIVIVn AM 0 rvu\/rin LL- vvhUvl v A ■ ■ ■ A �)nl nI)w . t./..v iv.... I0 I I I 60' R/W I I I I I x x I I SEE SHEET 7 FOR CONTINUATION I � I I I I I I I I A r'r-1 L I I\VIV I n\7LL- I A nn I 11/.;/i ,1ln n2)`1l I AINl KlI A nA nl/N L_nlV f\IIVI AJnIN\7 FND. MON IN CASE A �,n I A IV . rvvV \1L rV 1 1/2" BRASS DISK W/ PUNCH IN 4X4 CONCRETE, DOWN 0.5' Ir^^r AA/lnlTf -) ULvvL- IVIVIV I LL_ I 60' R/W RIM=302.33 12" ADS NE IE=300.61' R �,I ,InIV 11nIVIVL \7n�, r,ILL_�.\lIV W I I W CB STD GRT I STREET SIGN W/ 8" LID Z ■ RIM=322.09' I AT CENTERLINE OF NE 16TH ST POWER CAB 0 12" ADS W IE=319.03 & DAYTON CT NE TEL RISER EX R/W LIGHT JBOX _ TEL VAULT MISC TEL POWER POLE POWER UNDERGROUND CB STD GRT ��; .. (EMPTY) CAB < ■ YELLOW BOTTS UNDERGROUND W/ DROP CONDUIT VAULT TELEPHONE LINE (TYP) RIM=346.86 c�� - T(UG) T(UG) Q I DOTS (TYP) POWER LINE (TYP) 8" CNC E IE=344.21' Z ■-�---------------T----------- -- -- - -- -- T(UG) ----(---------) -- T(UG)-- EO T(UG) -- T(UG)------T(UG) -- T(UG)- -T(UG) T(UG) I = y' / - 8" STORM / _�_- --�' —w f PUG P(6G A _ I- - - - --- -EOA _ - w - w - � WATER — — — — w w w - w — w�w — w — w — w r w w — — — — ■ FOG LINE 0 I ' 3 MH FND. MON IN CASE ■ (TYP) ��a v (TYP) : o 2 1/2" BRASS DISK W/ PUNCH n, a 16 WATER ^S ^� — NE 16TH/ST ST N _ IN 4X4 CONCRETE, DOWN 0.78 11 FOG LINE " 4 CLEARING LIMITS PUBLIC RIGHT-OF-WAY o = - = _ � : 1 W/ 9" LID ■ (TYP) 8 WATER 3 WATER 16" WATER AT CENTERLINE OF NE 16TH ST INSTALL", FILTER SOCKS AS NEEDEp TO GAS LINE I. 0 a YELLOW BOTTS & EDMONDS AVE NE a �• MITIGATE OFFSITt STORM RUNOFF. ..(Yp) �! SERVICE (TYP) u— ■ —W I V j DOTS (TYP) a a CROSSWALK --- G-�- G G G G -` G� G G —'.G G— G G— G G G ••'.G G-EOA—.•;G G -_ G- -- -- --- G G- -G —�-- G G— G G G- G-- --- G G G— G G G G• G G G G G W•------------------------------ ■ ------a^�:,�� =L--- _-____ - = == --`� _______________==-- ___ --(----------z _ __E_OA W SIDEWALK _` . I r- 0 I ----�- ,;,�;�C�q I a ,\o P I ---- Ta) T(UG) -T(UG) { ^SIDEWALK — ------P(uG) ---- -- -----) ( ) uc,} - P(UG) PUG P(W) PUG P r� J --- --- Z m x — x x x WATER METER POWER Q ! ADA RAMP "\ _ `L ADA RAMP W 3 0 0 / VAULT „ � I W I 1 SPEED LIMIT MAILBOX WOOD FENCE I EX R/W UNDERGROUND Q wo ,I`' U = SIGN I TO BE RELOCATED POWER LINE (TYP) W ' 0 STOP SIGN _ w I Z CHAINLINK WATER 0 - ■ 0 c� FENCE I I MH 0 w m CLEARING LIMITS I Z 0 a ALONG SILT FENCE 0 I m P QQ nI \UrL--1 Ir,I^...`.I LI _IL_ rL I .M UIIVIIVI\I-IS IrLInnl nrLCLUNDERGROUND A -)) TELEPHONE LINE (TYP) 14-2,50 n01-v -2,nuV-V1.81 V I W 50' R/W ^I IAn f, TA1 I I I v-Jrin1 v\7 I Al I Inl//,1 rnl L-II V\7-Vr,LI V I I \ A�)nl -.L inure n17n W W DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I , BRASS C W TH X" AT DISC 16TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. 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 SuwI REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT oEs�N RK DRAWN. RK cHE BJT REVISION BY DATE APPR APPROV BJT 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL* NAw 1 HORD:ONrAL• NAD 19W 1991 DATU M Qw I*- W' z CL Q W 60' PRIVATE EASEMENT N 0 10' 20' 40' SCALE: 1 "=20' CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. r-A AA A A n II IrI R AAA ^)I A L-IVIIVI-114 I_L_ IVIMR r�rl r/\n I vLL.LvI v A [)n I 3 3� �vn 11 e nI I v , h., u I h"`t 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. �20100241� s F01STERN SloN L ECG 7/7/202-3 V C O v Vi = 4) � .� O m C � C Lu c O N M < 00 N 1a� t 0 � L0 i C O L 4-7 N Ln /c�v W U 00 r Q, Y 1-t 0 T O T T M H H N a J H H T N R-421208 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � AS—BUILTS TESC PLAN — OFFSITE VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 I— Ir w0_0M OM ET � N z0 DATA = z 7/7/2023 m FIELDBOOK: ZJ 0 PACE: a DRAWING NO, J LLi UEET: 8 OF: w 0 SI 8 L}m