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HomeMy WebLinkAboutW-382003C) N 00 0 r) Lu C) N 00 rNY rr C) N 00 \ ) ^I 1 ` CV '111 IE 15" LPEP=39.55 rw 5 5� CB - ,]9E 2 - 48 HI RIMIG AI 6" PVC NW LE. 51.]6 6" PVC SW LE. 5184 J, 6" PVC ME LE=5189 6" PVC I � RRt IF Sm PVC S-45+� LE. 8" PVC s.g45.55'S -TSC IS za GroNc=30.04 � 28,3 RMk E H• EH SSMH 54" - SS13 BURBLY RIM - LE 8" RIC N=44.6 LE H" PVC 5=445 60' DEED REC NC DATED 12/: Sv 12-CKP E=5232 12"CPEPN-5259 15"LPEP N-49.59 y SE 1/4f SW 114, SEC. 05f f T. 23 N° R.05 E, W.M. Is r°1,)w-4939 \ N f llar`, FH ( R KING COUNTY, WASHINGTON 5///%/j�A� m 1 / CR - TYPE, // 1 L1�2, 3,3./ �// I, 1 \ �r1I, RIM 61.94 / // / / I �dfl _ /( (\ ( 1 \ - 160' 6 u 5" RIM 54.53 / "PVC SW LE=5969 ( --J/\ �� I 6" PVL N LE=59.91 < a°wc NE/YIN I 181 III R/W 30' Ex. Iw/'tii _, VAULT ACCESS `- - -- - - / RIM 5453 SD CLEWOUi \ 1 \ 11 1 1 1 \ - J`0 / 8° P✓C S LE.=51.36 RIM 61.45 BOTTOM OF VAuii-Ta6.i9 UNABLE TO OPEN I I w II I III / /� l j /I i I I - \\\\ \\ \ \\\� \\\\\_____-_- 3 3\ I 41GHT I D G 3 WW I "12714 (S)3 & +T T ssltaT RM (PIIBIICJ� PoN=H.OJ (AB) K BE PVL'(N)=36.63 (AB) K BE PVL'(b=36.63 (IB)I 4.5' OF LE B• P6L'(S1-36.0 [ae) R.O.W DEDICA770N TO THE C17Y icFms•Pm _p 806 SF a T PRAM RMEX. ,2y cv SSMH 54" - RIM=40.]0' I IF B"PVC M-3427:. I.E R" PVC s.=34.17 c6 - TYPE i SOLID LID RIM 54.63 \ \1\ \ 6' PVC SN NE\LE-51,23 \ W v, L 1 sdlL N,IA wuv, \ \ 1 IIIIIIIIIII I 1 1 I \ _ w TRANSFOAVER/*� �s�m I (DEkrcNEq BY QTHE�S) \ \ I I I �� _____ \� \\ \\ _ - _ _ _ _ _ - _ _ - \ \ m / I /1 1 \ \ \ IIIIIIIIIII \\\��`____ ��\�� \ /// O\ ces\ HERO mei®� I � dAS Llyr 9 \\ 1 I 1 \\ _ �\ \\��\\\�\\__--__--\\� ci i 12' 1 15 PUGET PoWEREMENT\ \ \ --� \ --- --- �\\\ \ \____\`\\\\\\ ____ \\ REC. NO.840260653\\\\\\-_Po --__- - IK \ I �_____ --- \ \ \ \ I IISIDE SEWER \ � ., \ srD 4D6., \ / / 1 G. 1 PC (SEE PLUMBING PUN P1.P2 FOR PUMP LOCATION AND PI.Pi FOR BOWINGCONNECTION C BrtERCORo�e SHOWN av j SHEET PI.t DE w.uaeac PUN) \ \ 511, \\\ 46.0 \i 2 7pZ® \\ \\ 1 I I I N Z35 oFL°h\\ c5 1 z. UNE' \ \ \ \ Am A Am I CERTIFY THAT INE LOCATIONS AND ELEVATIONS SHOWN ON THE :7 1/_ --- // AS -BUILT PUNS FOR LBOACYRBNICB! SIGNED BY BRIAN _ ------- i KALAB ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATIONS / $5 / 4 xS W REbU6ER_ / \ \ \ - - - _ �'\ \ �� - COMPLETED BY PACB7000AnS0V=fflC IN JULY AND / PLUNGING PUN FOR \ \ _ .- _ ' AUGUST OF 2017 AND PROVIDED i0 TECO FOR FINAL PUN u) _ \� \ Ault C CONNECINJN) /\ _ _ _ PREPARATION f / 4 DI \ �\ _/ \ \�� --- /� ` SLEEVE W5 314-1 MEIb? _ t BRK 04 -CB -2015 EX. SEWER LINE - / PER COI2 sro M.1 a �O\ V 3 al D \ 01 FIRE LINE \ \ \ - , / \ 3 \ ` 6•(45' at�iD \ _--__50- SSMH (PRNAIE) ROUTE j M. IA02 (AB) IF B•PA(N)=39.4 ) � a�•.a. 6"OOCYA PER\\WREN _ / /I /� ` i- IF ('$ / COR SIO 360.2 \ FOUND REBAR \Duct\ 1 / \ 1 L ODE EWER I/1° l C 0SPL I.E.-�7.8 NEQtAU ssltaT RM (PIIBIICJ� PoN=H.OJ (AB) K BE PVL'(N)=36.63 (AB) K BE PVL'(b=36.63 (IB)I 4.5' OF LE B• P6L'(S1-36.0 [ae) R.O.W DEDICA770N TO THE C17Y icFms•Pm _p 806 SF a T PRAM RMEX. ,2y cv SSMH 54" - RIM=40.]0' I IF B"PVC M-3427:. I.E R" PVC s.=34.17 c6 - TYPE i SOLID LID RIM 54.63 \ \1\ \ 6' PVC SN NE\LE-51,23 \ W v, L 1 sdlL N,IA wuv, \ \ 1 IIIIIIIIIII I 1 1 I \ _ w TRANSFOAVER/*� �s�m I (DEkrcNEq BY QTHE�S) \ \ I I I �� _____ \� \\ \\ _ - _ _ _ _ _ - _ _ - \ \ m / I /1 1 \ \ \ IIIIIIIIIII \\\��`____ ��\�� \ /// O\ ces\ HERO mei®� I � dAS Llyr 9 \\ 1 I 1 \\ _ �\ \\��\\\�\\__--__--\\� ci i 12' 1 15 PUGET PoWEREMENT\ \ \ --� \ --- --- �\\\ \ \____\`\\\\\\ ____ \\ REC. NO.840260653\\\\\\-_Po --__- - IK \ I �_____ --- \ \ \ \ I IISIDE SEWER \ � ., \ srD 4D6., \ / / 1 G. 1 PC (SEE PLUMBING PUN P1.P2 FOR PUMP LOCATION AND PI.Pi FOR BOWINGCONNECTION C BrtERCORo�e SHOWN av j SHEET PI.t DE w.uaeac PUN) \ \ 511, \\\ 46.0 \i 2 7pZ® \\ \\ 1 I I I N Z35 oFL°h\\ c5 1 z. UNE' \ \ \ \ Am A Am I CERTIFY THAT INE LOCATIONS AND ELEVATIONS SHOWN ON THE :7 1/_ --- // AS -BUILT PUNS FOR LBOACYRBNICB! SIGNED BY BRIAN _ ------- i KALAB ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATIONS / $5 / 4 xS W REbU6ER_ / \ \ \ - - - _ �'\ \ �� - COMPLETED BY PACB7000AnS0V=fflC IN JULY AND / PLUNGING PUN FOR \ \ _ .- _ ' AUGUST OF 2017 AND PROVIDED i0 TECO FOR FINAL PUN u) _ \� \ Ault C CONNECINJN) /\ _ _ _ PREPARATION f / 4 DI \ �\ _/ \ \�� --- /� ` SLEEVE W5 314-1 MEIb? _ `\ BRK 04 -CB -2015 k2 AB `. a10 - / PER COI2 sro M.1 - - --,N l SFAL ENDS OF CASING D \ 01 FIRE LINE \ \ \ - , / \ WC/RON SHRINK \ ` 6•(45' at�iD \ _--__50- N l ROUTE j /I l MEw lmo 6"OOCYA PER\\WREN _ / /I /� ` i- E ('$ / COR SIO 360.2 \ FOUND REBAR \Duct\ 1 / \ 1 L NE'HIE If I/1° CAPSTLaAED� / NEQtAU 1S 90161889H° I A A90161889H° A A \ V --- 0.4' NW X 0.2' W. \ 8" PVI' HPE NE Nth PI ffEM CASING svncEs ti (as NEEDED rvv) REAAVALLAGREEMENT q0 / n IX. 15° WM II I2" DI SLEEVE GUY PoI,IE \ I I I H° PVC PIPE � L P)LE \ I\A+ \1 \ I < \ \TI P I 1 SLEEVE DETAIL I1 I I\a \ I 6 N.TS I I AY I IXI 3 H I \\ \ l gI p Q I R(1544.I0 EXINSi L 5° STO Z ADAPTOR ON \ ISBNG FIRE HYDRANT r r N Q e60943' RE) L=166 y3' u \\ N \ \ MATCH LEGA CYRE ? I • Knowwhat's below. Call before you dlg. !PITOU CONFL(CTNOTE lEiOF AMERICAS II; MG /fpD 6501 AMERICA'S IAA.87110 NE -SUITE ID50 ALBUOUENOTE CONTACT QUERAIZ K SSAM i. PLUMBING N PAR/TOP SHALL BE LOCATED IN PARKING GIRAC I SEE PH (5 C F243- KASSAN PLUMBMG PUN PO P2 FOR LOCai10x AND PIAN P30 FOR SPECIFICATION PN . (5)) 09- 4 CELL (506) 489-4414 TAX. (505) 243-1561 CONSTRUCTION NOTES LWALARES BIMON a] INSTALL: THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS I - 12"x4" DIPPING TEE (WAR) (PUBLIC) J12, 313, 314 AND 315, AS MEASURED LONG PARALLEL LINES TO I - 4" TAPPPING GATE VALVE (FUMJ) (PUBLIC) THE SOUTHERLY MMZRN OF SOUTHEAST IIBM STREET (ALSO 1 20 LF 4" DI PIPE (PUBL)C) KNOWN AS MORGAN AVENUE), CO HILLMAN'S LAKE WASHINGTON W/ THRUST BLOCKING GARDEN OF EDEN, DIVISION NUMBER 5, ACCORDING TO ME PLAT THEREOF RECORDED IN VOLUME 11 OF PULS, PACE 83 IN KING ae INSTALL: COUNTY WASHINGTON; I - 12"x6" DIPPING TEE (WAR) EXCEPT ME WESTERLY 60 FEET OF SAID LOT JIT CONVEYED TO I , 6° TAPPPING GATE VALVE (RxM1) KING COUNTY BY USED RECORDED UNDER RECORDING NUMBER 1 20 LF 6" DI PIPE 1035005; W/ THRUST BLOCKING k3 Y WATER SERVICE METER IN VAULT AND EXCEPT THAT PORTION OF LOTS J14 AND 315 CONVEYED i0 PER COR STD 3204 ME STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING A PRESSURE REDUCING VALVE (PRO 5 REQUIRED NUMBER 4655599. OOWNSMCAM OF DOMESTIC METER. ka ERCER Y RPe; INSTALLED ON salts WATT C77YOFREMN _.._ f;EG „-_ OF PALMING SILL 37 IN BUILDING. k5 4" DI 45' BEND APPROV®BY' DAM@ W6 3/4° BOVA, PER CDP STD 340.8 a7 POOL DRAIN TO RE CONNECTED TO SANITARY SEWER WITHIN BUILDING APPROV®BY' DAME pg PARKING GARAGE MUST BE PUMPED AS PER UPC a9 ME LIVING AREA OF THE HOTEL CAN BE SERVED BY GRAVITY SEWER. APPROMBY, DAT$ FIRE M]0 (SUBVECTATOMCONNECTIONENT APPROVAL OF RE PREVENTION DEPARTMENT) W-382003 R-382040 5-382oo3EM AS BUILT NG...",., INSION7 ENOINEERINO CO. CAUTION.• ME COMPACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON MESE PUNS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING ME HURIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION MIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE B 1-600-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VIRMHON. IF CONFLICTS SHOULD OCCUR, ME COMPACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 1 1 2ND BUILDING REVIEW I BUKDING PERMIT SUBMITTAL REV NO I DESCRIPTION BRK Nf 23"J SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N RENTON WA 98056 TAX ACCOUNT NO'S. 3344500007 PERMUNO: U15M518 BRK 04 -CB -2015 g DALE xigi:mtls Z4NII NE W 'i MEw lmo i- E NE'HIE If NE1MJ- NEQtAU NE Nth PI ffEM NE«h N EEG. vicflvffy % S SCALE: C-2000' W NBx pyl; SCALE: V= 20' E/9UIPA(MTAND PROCEDURE I SIS OF BEAHNGn 2 10 0 20 40 N 18'14'33" W BETWEEN FOUND MONUMENTS ALONG LOIRE WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURIEY CITPOFRENTONBM CITY BY RENiON BENCHMARK NUMBER 211 J. 3 112 BRASS DISC AT THE NORTHWEST CORNER CONCRETE BASE OF A SIGNAL BRIDGE AT A RAILROAD CROSSING IN THE NORM ENTRANCE OF COULON PARK. EL=3].25' BM ql INVERT ELEVAITON OF ME NORM 8° PVC PIPE IN SSMH-2 ACCORDING TO AS -BUILT DRAWING NUMBER 122206 DATEO 05/02/2006. SSMH IS LOCATED 10 7 SOUTH OF DOWESTOF CORNER PROPERTY CORNER AND s/- 10.0' WEST OF THE EAST RIGH OF WAV LINE EL=34.2]' CAIlM' HAIG 68 lEiOF AMERICAS II; MG /fpD 6501 AMERICA'S IAA.87110 NE -SUITE ID50 ALBUOUENOTE CONTACT QUERAIZ K SSAM i. PLUMBING N PAR/TOP SHALL BE LOCATED IN PARKING GIRAC I SEE PH (5 C F243- KASSAN PLUMBMG PUN PO P2 FOR LOCai10x AND PIAN P30 FOR SPECIFICATION PN . (5)) 09- 4 CELL (506) 489-4414 TAX. (505) 243-1561 CONSTRUCTION NOTES LWALARES BIMON a] INSTALL: THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS I - 12"x4" DIPPING TEE (WAR) (PUBLIC) J12, 313, 314 AND 315, AS MEASURED LONG PARALLEL LINES TO I - 4" TAPPPING GATE VALVE (FUMJ) (PUBLIC) THE SOUTHERLY MMZRN OF SOUTHEAST IIBM STREET (ALSO 1 20 LF 4" DI PIPE (PUBL)C) KNOWN AS MORGAN AVENUE), CO HILLMAN'S LAKE WASHINGTON W/ THRUST BLOCKING GARDEN OF EDEN, DIVISION NUMBER 5, ACCORDING TO ME PLAT THEREOF RECORDED IN VOLUME 11 OF PULS, PACE 83 IN KING ae INSTALL: COUNTY WASHINGTON; I - 12"x6" DIPPING TEE (WAR) EXCEPT ME WESTERLY 60 FEET OF SAID LOT JIT CONVEYED TO I , 6° TAPPPING GATE VALVE (RxM1) KING COUNTY BY USED RECORDED UNDER RECORDING NUMBER 1 20 LF 6" DI PIPE 1035005; W/ THRUST BLOCKING k3 Y WATER SERVICE METER IN VAULT AND EXCEPT THAT PORTION OF LOTS J14 AND 315 CONVEYED i0 PER COR STD 3204 ME STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING A PRESSURE REDUCING VALVE (PRO 5 REQUIRED NUMBER 4655599. OOWNSMCAM OF DOMESTIC METER. ka ERCER Y RPe; INSTALLED ON salts WATT C77YOFREMN _.._ f;EG „-_ OF PALMING SILL 37 IN BUILDING. k5 4" DI 45' BEND APPROV®BY' DAM@ W6 3/4° BOVA, PER CDP STD 340.8 a7 POOL DRAIN TO RE CONNECTED TO SANITARY SEWER WITHIN BUILDING APPROV®BY' DAME pg PARKING GARAGE MUST BE PUMPED AS PER UPC a9 ME LIVING AREA OF THE HOTEL CAN BE SERVED BY GRAVITY SEWER. APPROMBY, DAT$ FIRE M]0 (SUBVECTATOMCONNECTIONENT APPROVAL OF RE PREVENTION DEPARTMENT) W-382003 R-382040 5-382oo3EM AS BUILT NG...",., INSION7 ENOINEERINO CO. CAUTION.• ME COMPACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON MESE PUNS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING ME HURIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION MIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE B 1-600-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VIRMHON. IF CONFLICTS SHOULD OCCUR, ME COMPACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 1 1 2ND BUILDING REVIEW I BUKDING PERMIT SUBMITTAL REV NO I DESCRIPTION BRK 10 -19 2015 SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N RENTON WA 98056 TAX ACCOUNT NO'S. 3344500007 PERMUNO: U15M518 BRK 04 -CB -2015 INITIALS DALE ZIP SE 19, SW 114, SEC. ME x23 N., X05RE WnL LEGACYRENTON 11-15-201] SHEET VT=PLAN C6°0