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Home My WebLink About211432 As-Built Record Drawing UpdatedCONSTRUCTION RECORD DRAWINGSTHIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TERRANE AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS.--7--._.::__.:_ ________ ~'90 I.F 8" DI CL 52 ST,\. 0+14.17 1-8' CAP 1-2• PERMANfNT BLOW OFr ASSEJ./BL Y PER COR SJD PLAN J40.1 1-THRUST BLOCK PER COR SJD Pl.All JJO. 2 -------/ REl.OCA 1ED EX. WA !FR <7 1/EJFR AND SERl!CE FOR .3635 UN COLN A\£ NE RELOCATE AND RECONNECT PRNAJ'f: WATf'R S(RVIC( UN( TO NEW WATER METER LOCATION PROPERTY UN£ (TYP) RIPRAP OVERFLOW PROTECTION (TYP) Know what's below. Call before you dig. 180 170 160 150 ~ " ~ "' CJ INSTALL 8" POLYPIGGING STATTON PER STANDAA,D PLAN NO. J00.6 CONSfflUC110N LIMITS (TYP) 11!/5.TA/J.. 8" _POLYPIG NG. STATTON PER STANDARD PLAN NO. J00.6 • STA. 0+04.17 -1-8' CAP --1-2• PERMANENT llL W Off ASSEJ.lllL Y PER COR SID P 1-THRUST BLOCK P COR SJD PLAN JJ0.2 --• --"' ... oi ..: "' "' '-' 8 "' II! Encompass~ ENGINEERING & SURVEYING ~ Western Washln&lon Division 165 NE Jumper Slrecl. Su/le 201 • lssaQuah. WA 98021 • Phone: /425/ 392-0250 £.asfcm li\'a.shinglon Division 407 51vifl11~/er Bl,,d. • Cle £/um. WA 9S92l • Phone: (5091614-7'13J BUCKMEIER WATER MAIN EXTENSION I• WA 1fR M£1fR AND SERVICE' UNE PER COR SID PLAN 320.1 / • ~ -fuRM CL[ANOUT /"b / (TYP) / PROPOSED DRIVEWAY ....-"' ... ~ 8 STA. o+94.00 CONNECT TO EX B' S71JB PER COR SJD J00.5 BY CJTY OF RE:NTON (1)-8" SlEEVE (MJ) B" DI SPOOLS AS NITDED REJ./0\£ JFMPORARY BLOW-OFF SILT FENCE' PER COR sro Pl.AN 214.00 EX GRADE AT WA 7fR CENTERLJNE: STA. 0+94.00 CONNECT TO E:X 8" STUB -. l'E:ll C .SJD.J00.5.BY _ ITY Of RE:NTON • SLEEVE {MJ) • 8"-DISP SAS-NrrocD-RE:M \IE JFMPORARY BLOW-Off'-"' oj ~ 8 19/2021 NO. SE 1/4 OF SE 1/4 OF SECTION 32, T. 24 N., R. 05 E., W.M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON I T RECORD DRAWING KING COUNTY MONUMENT ID#24150 BRASS CAP IN CASE EL = 36.52' BRASS DISK IN CONCRETE MONUMENT, SET 1.0' BELOW GRADE CB INLET PR01fC110N P£R COR SID PLAN 216.JO (TYP) APPROX. LOCA 110N OF EX. a• WA 1ER UNE P[R PAINT MARKS ---------"M"-----180 170 160 150 "' CJ SCHEDULE B ITEMS: J. RIGHT TO ENTER TH£ LANO TO MAKE REPA/f?S AND cur BRUSH AND TREES WHICH THREATEN OR ENDANGER THE ELECTRIC TRANSMISSION UN£ ~DJOINING THE LAND, AS GRANTED IN INS/RUMEN T RECORDED UNDER RECORDING NO. 2741710. (DOES NOT AFFECT PROPERTY) 4. EASEMENT MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: JULY 22. 1982 RECORDING NO.: 8207220042 REGARDING: INGRESS EGRESS AND UTIUTIES SAID EASEMENT CONTAINS A COV£NANT TO BEAR EQUAL SHARE OF COST OF CONSTRUCT/ON, MA/N1ENANCE OR R[PA/R OF SAME. (PLOTT£D) 5. AGREEMENT ANO THE TER!,fS AND CONDITIONS THEREOF.· BETWEEN: PAUL R. MILLER AND PAMELA JO MILLER AND: CITY OF REN TON RECORDED: APRIL 09, 1984 RECORDING NO.: 8404090610 REGARDING: COVENANT TO ANNEX (BLANKET IN NA 71JRE) 6. AGREEMENT FOR TEMPORARY WATER SERVICE PERMIT AND THE TERMS AND CONDITIONS THEREOF: BETW£EN: PAUL R. MILLER AND PAME:LA JO MILLER AND: CITY OF REN TON RECORDED: APRIL 9, 1984 RECORDING NO .. 8404090611 (BLANKET IN NA 71JRE) 7. ALL COVENANTS. CONDITIONS, R[$/RIC710NS, RESERVA 7/0NS. EASEMENTS OR OTHER S£RVITLJDES, IF ANY. DISCLOSED BY THE RECORDED PLAT OF C. D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO 8. SEA TTL[. DIVISION NO. 7. RECORDED UNDER RECORDING NO. 50 II / t. THIS POLICY DOES NOT INSURE THAT TH£ LANO DESCRIBED IN SCHEDULE A /5 BfNfflTED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO 8ENEF1T OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. (BLANKET IN NA 71JRE) ALL COVENANTS. COND/7/0NS. R[S/RIC7/0NS. RESERVATIONS. EASEMENTS OR OTHER S£RVITUDES. IF ANY, DISCLOSW BY THE BOUNDARY LINE ADJUSTMENT RECilROEO UNDER RE'CORDING NO. 20000112900002. SHEET INDEX· TIRE NO. SITE PLAN 1 WATER UTIUTY NOTES 2 DETAILS 3 ZONING INFORMATION: ZONING: RESIDfNTIAL (R-B) MAX. BUILDING COV£RAGE: 50% 0 5 ~------I SCALE 1 " 10 I 1 o' ,05 MAY Gli'[IJ( 0PDJ SPACE. MAX. IMPERVIOUS SURFAC£ COVERAGE: 65% fil_ FRONT SEIBACK -20' APPROX. LOCA 1JON OF WA IER, PER RECORDS ffi SID[ SETBACK -5· ffi REAR SEIBACK -20' SURVEYOR'S NOTES: I. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN JULY OF 2021. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOL/1[. TH[ DATA FILE IS ARCHIVED ON DISC OR CD WRITT£N FIELD NOTES MAY NOT [XIS[ CONTOURS ARE SHOW FOR CONVENIENCE ONLY. DES!GN SHOULD RELY ON SPOT ELEVA T/ONS. 2. ALL MONUMENTS SHOWN HE/?EON WERE LOCATED OUR/NG THE COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. J. TH£ TYPES ANO LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE BASED ON /NFORMA TION PROVIDED TO US, BY OTHERS OR GENERAL /NFORMA TION READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE. IDENTIFY/NG MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSER\1£D BY TERRAN£ IN THE FIELD. AS SUCH. THE UTILITY INFORMATION SHOWN ON THESf DRAWINGS AR[ FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT B[ RWfD ON FOR DESIGN OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UT!UTY INFORMATION. FOR THE ACCURATE LOCATION ANO TYPE OF Ur/LIT/ES NECESSARY FOR DESIGN AND CONSTRUC7/0N, PLEASE CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE StRVICE (800-424-5555). 4. SUBJECT PROPERTY TAX PARCEL NO. J34570-0245. 5. SUBJfCT PROPERTY AREA PER THIS SURV£Y IS 17,789 ~ SF (0. 41 ACRES). 6. TH[ PROPERTY OE5CRIB£D HEREON IS THE SAME AS Hi£ PROPERTY DESCRIBED IN THE 7/TLE RESOURCES GUARANTY COMPANY, COMMITMENT NO. CK 40275454, 111TH AN £FFEC11VE DATE OF APRIL IJ, 2021 AND THAT ALL EASEMENTS, COVENANTS, ANO RESTRICTIONS RffER[NCED IN SAID TITLE COMMITM[NT OR APPARENT FROM A PHYSICAL /NSP[CT/ON OF THE PROPERTY OR OTH£Rl\1SE kNOWN TO ME HAVE BEEN PLOTTW HEREON OR OTHERWISE NOTW AS ro THEIR l'FFEC T ON THE PROPER TY. 7. EXISTING STRUCTURE(S) LOCATION ANO DIMENSIONS ARE MEASURED FROM TH£ FACE OF THE SIDING UNLESS OHiERl\1SE NOTED. 8. FIELD DATA FOR THIS SUR\1£Y WAS OBTAINED BY DIRECT FIELD MEASUREMENTS 111TH A CALIBRATED ELECTRONIC 5-SECOND TOTAL STA7/0N ANO/OR SURVEY GRAD[ GPS OBSERVATIONS ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND MEET THE STANDAROS SET E!Y WAS 332-130-090 LEGAL DESCRIPTION: LOT B OF CITY OF RENTON BOUNDARY UN[ ADJUSTMENT NO. WA20-000298, AS RECOR0£D MARCH 25. 2021 UNDER RECORDING NO. 20210325900001. RECORDS or KING COUNTY AUDITOR; SITUATE IN TH[ CITY or R[NTON, COUNTY OF KING. STATE OF WASHINGTON. BASIS OF BEARINGS: DISCREPENCIES: IF THERE ARE ANY DISCREPANCIES 1/ETWEEN DIMENSIONS IN DRA~NGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCE£0/NG 'MTH THE WORK. THE CONffiACTOR $HALL BE RESPONS/aLE FOR THE PROPER FlmNG OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS. AND PERSONS ENGAGED UPON THIS CONTRACT. EXISTING UTILITY NOTE: ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAV[ BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFOR!: 81: CONSIDERED APPROX/MA TE ONLY ANO NOT NECESSARILY COMPLETE. IT IS TH[ SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UllLITY LOCA T/ONS SHOWN ANO TO FURTHER DISCOVER AND AVOID ANY OTJ.l[R UTILITIES NOT SHOWN HEREON Wt-llCH MAY BE AFFECTED BY THE /MPLEMENTA 7/0N OF THIS PLAN CONTRACTOR RESPONSIBILITY: CONrRACTOR AGREES THAT HE SHALL ASSUM[ SOLE AND COMPLETE RESPONS/B/LI TY FOR JOB SI TE COND/710NS, INCLUDING THE SAFETY OF Ali PERSONS AND PROPERT~ OUR/NG THE COURSE OF CONSTRUCTION OF' THIS PROJECT, AND TH.AT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT I'/£ LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOW THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC7/0N 111TH TH£ PERFORMANCE OF WORK ON THIS PROJECT, £XCEP11NG FOR LIABILITY ARISING FROM THE SOL[ NEGLIGENCE OF THE OWNER OR THE ENGINffR. STEEP SLOPE/BUFFER DISCLAIMER: THE LOCA T/ON AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR CONSTRUCT/ON THE PITCH, LOCA T/ON, AND EXTENT ARE BASED SOLELY ON OUR GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE PUBLIC DOCUMENTS; AS SUCH, T£RRANE CANNOT BE LIABLE OR RESPONSIBLE FOR THE ACCURACY OR COMPLE1fNESS OF ANY STEEP SLOP[ INFORMATION. UL71MATELY, TH[ LIMIT$ ANO EXTENT or ANY STEEP SLOPES ASSOCIATED 'MTH ANY SEIBACKS OR OTHER DESIGN OR CONSTRUCT/ON PARAMETERS MUST BE DISCUSSED AND APPROVED BY THE REVIEWING AGENCY BEFORE ANY CONSTRUCT/ON CAN OCCUR. RECORD DRAWING INFORMATION ADDED BY TERRANE, INC. REPRESENTS THE RESULTS OF A SURVEY CONDUCTED IN NOVEMBER. 2023. }141H Al,IE Sf SE 8571-f 57 \tl--1"""'1!!.J!>-L._';~Lll'l "'t--'"'-"-=t""--, ~ ~ rJ a; SC 8911, P!. ONDS A',f Nf N£ JJRO ST VICINITY MAP NT:S. ' I e I -+-I I " I ' I • I ~ ·~ -1-. _<::C <'. ~ c5 (.) . ~ I -J 0 I PROJECT INFORMA TiON: OWNER: DOUGLAS & MEL Y 8UCKMEl[R 868 IL WACO PLACE NE REN TON, WA 98059 (206) 229-7922 ARCHITECT: A TERA HOMES 451 DUVALL AV£ NE RENTON, WA 98059 (206) 612-8647 ENG/NEER: COSTA PHILIPP/DES, Pf ENCOMPASS ENGINEERING & SURvf'YING 165 NE JUNIPER STREET, SUIT[ 201 /SSAOUAH, WASHINGTON 98027 ( 425) J92-0250 SURVEYc JACOB G. MILL£//, PlS TERRAN£ ,0801 MAIN STREET, SU/ TE 102 BELLEVUE, WA 98004 (425) 458-4488 GEOTECH: JAMES E. BRIGHAM, Pf M/GIZI GROUP. INC. PO BOX 44840 TACOMA. WA 98448 (253) 537-9400 SITE INFORMATION: TAX PARCEL· 334570-0245 SITE ADDRESS: J6XX LINCOLN AV£ NE REN TON, WA. 98056 SITE AREA: 11.789 S.F. -0.41 ACRES UTILITY PROVIDERS: WATER & SEWER: GAS & ELECTRIC: GARBAGE: CITY 'OF RENTON PUGET SOUND ENERGY REPUBLIC SERVICES W-420801 THI$ POLICY DOE$ NOT INSURE THAT TH£ LAND D£5CRIB£0 IN SCHEDULE A IS !lENfflTE:D BY EAS£MENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDE'N R£AL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND. (BLANKET IN NA 71JRE) IN COMPLIANCE WITH CITY OF RENTON STANDARDS REVISION 9, ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVA TTONS, EASEMENTS OR OTHER S£RVITLJOES, IF ANY, DISCLOSED BY THE BOLJNDARY LINE ADJUSTMENT RECORDED UNDER RECORD/NG NO. 20Z10J25900001. THIS POLJCY DO[$ NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A 15 BENfflT[O BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LANO. (PLOTTED) SU~O: TERRAN[ D~EO: BLB DR,,,WN; PMO CH[C!(EC; CP BY DATE APPR Al"PRO'v'ED: CP N 88'47'05" W BETWffN FOUND SURVEY MONUMENTS ON THE NORTH LINE OF THE NE QUARTER or $£CT/ON 32, TOWNSHIP 24N, RANGE 5[, W/M/ PER RI. REFERENCES: RI. BOUNDARY LINE ADJUSTMENT NO, LUA 20-00298, VOL. 443. PGS. 9/-92, RECORDS Or KING COUNTY, WASHINGTON VERTICAL DA TUM: NA VD 88 PER GPS OBSERVA T/ONS AT FUl.L St,J.£ IF' Nl)T CNt 1/tCH SCALE ACCPF::OltiCLY CITY OF REN TON Planning/Building/Public Works Dept. DEVELOPMENT ENGINEERING e jchavez 02/01/2022 .. WATER UTILITY agafour 02/03/2022 e BUCKMEIER WATER MAIN EXTENSION SITE PLAN °"1E: 11/19/2021 nfLD6oo+:: N/A ""' N A ORAWR,I(; NO: 21656 $HID: ();';_ 3