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HomeMy WebLinkAboutR-426201W Cfl N 17 O N 1 1 LU P Z O w X LU rr LU LU c/ i rr LL c/ i rr LU 2 U Q 'J^^ vJ 75 O H THOMAS LACHER SEWER EXTENSION NE 1/4 OF SW 1/4 OF SECTION 15, T. 23 N., R. 05 E., W.M. I CITY OF RENTON, KING COUNTY, WASHINGTON LEGEND I I ® FOUND CASED MONUMENT (AS SHOWN) BASIN ® SANITARY SEWER MANHOLE RIM AELC 394.94' 0 27' CATCH BASIN RIM EL=396.07' - -S- - UNDERGROUND SEWER MAIN NE 15" CONC IE=393.29' � SW 15" CONC IE=394.27' SW 15" CONC IE=393.19' FIRE HYDRANT J ASPHALT FLOW LINE THICKENED EDGE LrJ THICKENED EDGE OF SEWER CLEANOU- REMOVE CLEANOUT AND REPLACE WITH ® WATER METER OF ASPHALT ASPHALT RIM EL=398.81' 8' X 8" X 6" TEE PER SIDE SEWER STUB WATER VALI/E .. IE=t391.5' INSTALLATION, COR STD PLAN 406.1 ............. ... ASPHALT FLOW LINE i I . u.... W - WATER MAIN PAINTMARKS - --__-- i...... " -406 - ------ ---- X---X ---- x ' 406 ---- I......... SSMH-1 48=� --404 ---- �.•.•.•.•.•.•.•.•.•.•.•.•.•I•.•�...... A;OF:;4:SPHA T.. --------------------------404------- �W AIR RELEASE VALVE ASSEMBLY 12" CPP CULVERT IE=392.10' \"�:::::: OVERLAY (SHADED PER COR STD 400.1 - - -----__--_-_- 3 ..... t STA 10+13.23, --402 ----------------------- -- 402-------- g .......... t ........ PER::CO»:S.7D S...... . 0.33 _ R _ - RIM=396.90t' __-------- ---- AIR RELEASE PIPE --__ t...... HD32: &: HOMA.: -- - - -400 EDGE OF ASPHALT _o- I O_ 400 - - - - - - - - - - - ----------------- SEWER MANHOLE 392 0 -� 1'.•.•.•.•.•.• IE E -39220 i QW WATER MANHOLE-- � � � , 3 1...... T _---- - / " ......•'''''...... / � EDGE OF ASPHALT I RIM EL-395.85 --_- C . o - _ o FON GAS METER / . ...: :.:.:.:.:.:.:: f � . M. � :EDG : ... ..-- `� W 8" PVC IE=388.75' z. iFbU.Nb..CASED..1....fn...... ......... o- ........... f�....... ...:.:.:.:.:................... ....... W 8" PVC IE=379.60' ....................................................�.. .. .. .. ..........f .. .. ....... ......................................................... ...... ..................... » ............................................................................ F2 01 t......................................................... _ �.............. ... ....................../...$.ASS{E.........1.... E 8 PVC IE-379.25 GAS VALVE ................................................ n, r--- 50-8 PVC ®SL=0.0140 MATCH E IS E.�I.IFD.PL............... ................................•.•.•.•.•.•.......i.......................................................... KG i............}.05..00.(R2�..?•OA:85,.(M).....e.............................t............ ------------ X 11NG MA �...... ,... _ ..,................................................................................. LADDER (S) �...9 220,00 ..R.2... 2.1 y ...............'.'.='.'.� / 1...... -.....................1.......................................................... --�-� �` ......... _y . _ .. - 1 . ..... 1,9�•-8 _ _ ®• •SL-0:0140.................. (....) .....9. $$.(M.)............................................................................... . - .............../................................................... ................ GAS MAIN PAINTMARKS r..................................................../............................... �............... - - - -.5.-. ..-. 5. �......._._S.__ ._._S...._ ._._ - - �- S -.-. .�.. •_ •-•_•- - - - ...............-�_............................................t........9..............S............. ............. .... - ---- - r s - o+oo s s S ►rs FOUND CASED NAIL S -. ...............�................................................ ................ L - -....................................... . ........ .. �................ ......... ................................................ ................NEAfiCY SAi1 T AND RATGH- ✓V . 3?.. ,9a(R1)..2.4.73' M �..t ....................-........ _ rPMI POWER METER IN CONC MONUMENT..............................................�....... 1.1.+00......... 1 - - - t--�............................................w. •.•.•.•. PAVEMENT.PE, C0R S7D 110.1 IES= .32-6r.pit....................................................-......................... ..... �. .......N. 12+D0......... - - - - ............................................................................... I ` �ASFHAL.T ,CROW7V, (Epl; .QF .TRA.kEL. LANES, .. .. .PAVEMENT• .CROWN• �..... ......................o ...: w............... z .. •.•j.•.•.•.•.•.•.•.•.'.'.'.'.•.•.•.•.•.•.•.•.•.•.•I•.•.•.•.'.•.•.•.•.•.•.•.•.•.•.•.•.....•.•.•.•.•.•.•.•... CONSTRUCTION C L N8 . PJ POWER JUNCTION BOX ...................... ............................... ............................... 8284 " ® ,39............................................................r..... .............. INS _ �.,...................................................... 2W 1..............................rn................ to I NEW.32.LF..6..P{................................SIDE SEWER••L1NE LOC,gTfONS........{.................................... \............................2................................................................................... �, _................................... I . ...................................t.................................................. -t .. Ll� POWER TRANSFORMER ................................ �.................... ......\ ............. ...... y $IDE SEWER. ®. SL-O 020D;. ,.•.•.•,•,•,•,•,•,•,•,•,•,•,•,•.•.•.•.•,•,•,•,•,•,•,•,•,•,•,•,•.•.•.APP•Rf7XIM•ATE•'•PER'•'CC)R•'•�IS'.•.•.•.•.•.•.•.••.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•�.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.••.•.•.•.•.•.•.•.•�.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. ® .............. I {.................................. .. I........ ❑ �......... CONC VER PA iD PLAN.406.1. ....................................................!�........ rn.. CENTER OF SLR 15 T23N ..............:.:.:.:.........................:.:.:.:............ �...... BLOCK WAL1.................................y.................................................... ❑T CABLE TV RISER �'�\ RE-ESTABL* GRASS �� .............................N.............. i._.. I R5E, W.M. AND PAVERS IN KIND 4 __ I FOUND CASED 1 1 /2" TELEPHONE MANHOLE I N88°28'42"W 57. SSCO IE=3 t96 EDGE OF ASPHALT I CONC DRIVEWAY - BRASS DISK WITH PUNCH c__ UTILITY POLE ANCHOR ...................... _ - _ \- - -T - - - - \37.63'(R 1) --- - \ REDUCE TO 4" PVC 20 LF � UTILITY POLE �� �' 0SL=0.02 MIN. FROM �\\ ��1 \T rn 20.00'(D) SSCO 0 PROPERTY LINE GATE L POWER POLE WITH DROP&LIGHT ^� \` \ G Z� SSC`O TO HOUSE CONNEC71ON - -OP- OVERHEAD POWER `� `�M} " EXIST. PER COR 406.1 & 406.2 / o` 6� CONC SHED E FACE BLOCK WALL / - -OT- OVERHEAD TELEPHONE/CABLE :: ::::::.:.:::.:.:.:.:.:.:.:.::: \ I 01- ON LINE ��� LOT 311 THE PLAT OF EXISTING SIGN :: - :......... 12,; 'tb `':; " 1::::::::::::::: LOT 32 cn HIDEAWAY HOME SITES ❑ TELEPHONE RISER t V 81, PGS 88-89 CULVERT.,`:: .... ..�.�.�.�.�.�.�.� ................. IE=388.90'•'. ASPHALT APN 3276150320 N MBo MAIL BOX �. . . . . . . . . DRIVEWAY SITE AREA: / 9,181 SF o GATE POLE \......:.:.:.:.:.:.:.:.:.:.:. �....... ...............►...... ... 0.2 ACRES ,. rri W::::............:.:'::.o.................... �:::::........ e .. co......... . , -0- CHAIN LINK FENCE CLF �. EXISTING \ d cC°n ( ) �.. o.........';',;.' i CONIC WALKWAY RESIDENCE 30 ...t:.,•:: WOOD FENCE (WDF) �.. .••••••••• : I CONCRETE X WIRE FENCE (WF) \ �.=.. ' ' cn , , : ! FFF=397.55' '''''''' n n . GRAVEL � i 9LOCK / .. .. �. 1 EXISTING SEPTIC SYSTEM AND OC= CONCRETE RETAINING WALL \ "'' "' w cn 1 PLAN TER ' /''' ;BL©Gl::. ; ; o_ 1 i 1 // DRAINFIELD TO BE CAPPED ' ," / .. AND REMOVED PER KING - CONCRETE RETAINING WALL WA1 L..:.,•:" 1 ` I COUNTY DEPARTMENT OF a I -� ROCKERY o I HEALTH STANDARDS OR LOT 30 t 1 ABANDONED IN PLACE PAVEMENT tl I ram; ttt E FACE BLOCK WALL 1 -� t\ I 0. 3' E / .. CK GRAVEL WA_ \ `� LAND �AF�tTTG ..............:-. I `' `��� �t S,R�CKERY BE :•;...::+:`�. CONCRETE ..:4.:.:... .:' �`` S� BE --BARK o \ �\ ems\ _1� \ .39� _---- �\� GRAPHIC SCALE LANDSCAPE AREA 30 \ ....•.•.........•...... I\ \t� \ O O G�` �� ti , 20 0 10 20 �\ �\ a - -- I \`,� U; \ C / I I SCALE: 1" = 20' CONIFEROUS TREE \\�� \\� 2(R� 20.42'(R1)\ \ i � DECIDUOUS TREE �\ N88°28 42 W ,i190. - o SHRUBS \ 88------_ ................... o i FIR TREE in i^ \ GIN FEFZLCNEE . DL rH....... N EDGE.HAL:•T::.:.....:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:...................:.:.:.:.:.:.:.:.:.:.:.:::::::::::::::::::::::::::::::::::::::::::::::::::::::......... va::::::::::::::::::................. :CEDAR TREE ........... 1 I MAPLE TREE - - : f:10: .... ' PLAT DIMENSIONS Xm� SE 136TH PL FOUND CASED BRASS x•(c) CALCULATED DIMENSIONS PIN IN CONC MONUMENT 1 SURVEYOR'S NOTES 1. THE PURPOSE OF THIS SURVEY IS TO DETERMINE THE LOCATION OF THE BOUNDARIES AND PROVIDE TOPOGRAPHIC INFORMATION OF THE PARCEL AS DESCRIBED HEREON. 2. THIS SURVEY WAS MADE BY FIELD TRAVERSE USING A GEOMAX ZOOM 90 2" ROBOTIC TOTAL STATION AND TOPCON HIPER VR GPS WITH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC 332-130. 3. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. 4. THE LEGAL DESCRIPTION IS PER RECORDS OF KING COUNTY RECORDER'S OFFICE, RECORDING NO. 20190819000258, DATED AUGUST 19, 2019. 5. FIELD WORK FOR THIS PROJECT WAS PERFORMED IN FEBRUARY, 2023 AND IS THEREFORE A REFLECTION OF THE CONDITIONS AT THAT TIME. ALL MONUMENTS WERE VISITED OR SET IN FEBRUARY, 2023. 6. THIS SURVEY DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY. • THE EXISTING UTILITIES AS SHOWN ARE ONLY APPROXIMATE AND ARE BASED ON THE BEST AVAILABLE INFORMATION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE SIZE, TYPE, LOCATION, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION, AND INFORM THE DESIGN ENGINEER OF ANY DISCREPANCIES. 0 0 0 Know what's below. Call before you dig. CIVIL1700 NW GILMAN BLVD, STE 200 ISSAQUAH, WA 98027 PHONE: (425) 821-5038 DISCLAIMER PORTIONS OF THE INFORMATION ON THIS DRAWING HAVE BEEN CREATED USING A SUBSET OF DATA OBTAINED FROM THE KING COUNTY GIS DATABASE, AND HAS NOT BEEN INDEPENDENTLY VERIFIED BY G2 CIVIL. THIS DATA IS PROVIDED FOR YOUR INFORMATION ONLY. G2 CIVIL DOES NOT ASSUME ANY LIABILITY FOR ANY ERRORS, OMISSIONS OR INACCURACIES IN THE GIS INFORMATION SHOWN. CONTRACTOR RESPONSIBILITY CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. EXISTING UTILITY NOTE ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. DISCREPANCIES IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. UTILITY CONTACTS SEWER: RENTON WASTEWATER ENGINEERING (425) 430- 7206 CONTACT.' MIKE BENOI T WATER: KING COUNTY WATER DISTRICT 90 (425) 255-9600 POWER: PUGET SOUND ENGERGY (888) 225-5773 FIRE: RENTON REGIONAL FIRE AUTHORITY STA TION 16 (425) 276-9500 m N a NE 15t St NE7stSt � NE list St h 0 NEIstSt Carepro Narttlwest Ignite Fitness 5iith Christine i sE 2hd St v � � SE 2nd5t m m a a � SE 2nd St x m SE 2nd St Q � m p N a n N m 2 S A m m SE2nd Pr SE 2nd PI SE2nd PI SE 136th SS SITEI►�grL r 3 N m c n m 9Copperwood c a m A A 0 L:j SE MO m 5 13 S mSE 138th St c p cE. a`C A s VICINITY MAP PROJECT DATA '"'J PROPERTY ADDRESS: 13606 139TH AVE SE RENTON, WA. 98059 TAX LOT NUMBERS: 3276150320 SI TE AREA: 9,180 SF (0.21 AC.) ZONING: R4 - RESIDENTIAL PROJECT CONTACTS OWNER: THOMAS C. LACHER 13606 139TH AVE SE RENTON, WA. 98059 (425) 687-6396 CIVIL ENGINEER: G2 Cl VIL 1700 NW GILMAN BLVD, SUITE 200 ISSAQUAH, WA 98027 (425) 821-5038 CONTACT. • EDWARD MECUM, PE SURVEYOR: INFORMED LAND SURVEY P.O. BOX 5137 TACOMA, WA. 98415 (253) 627-2070 CONTACT. EVAN WAHLSTROM, PLS LEGAL DESCRIPTION LOT 32, HIDEAWAY HOME SITES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 81 OF PLATS, PAGES 88 AND 89, IN KING COUNTY, WASHINGTON. TOGETHER WITH THAT PORTION OF LOT 31 OF HIDEAWAY HOME SITES, AS PER PLAT RECORDED IN VOLUME 81, PAGE 88, RECORDS OF KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT, THEN EAST 20.0 FEET,• THENCE IN STRAIGHT LINE IN A SOUTHERLY DIRECTION TO THE SOUTHWEST CORNER OF SAID LOT, THENCE NORTH IN A STRAIGHT LINE TO THE POINT OF BEGINNING. HORIZONTAL DATUM/BASIS OF BEARING THE HORIZONTAL DATUM FOR THIS SURVEY IS NAD83191 WSPC NORTH ZONE, PER TIES TO CITY OF RENTON MONUMENT #0478 FOUND AT THE INTERSECTION OF UNION AVE SE AND SE 2ND PL AND CITY OF RENTON MONUMENT #1503 FOUND AT THE INTERSECTION OF UNION AVE SE AND NE 4TH ST THE BEARING BETWEEN SAID MONUMENT BEING: NORTH 00 5726" EAST AS SHOWN HEREON. VERTICAL DATUM THE VERTICAL DATUM FOR THIS SURVEY IS NAV988, PER TIES TO CITY OF RENTON BENCHMARK #0478 ELEVATION 391.0171 FEET FOUND AT THE INTERSECTION OF UNION AVE SE AND SE 2ND PL. UNITS OF MEASUREMENT ARE U.S. SURVEY FEET. CURVE TABLE CURVE RADIUS DELTA ANGLE ARC LENGTH C1 30.00' 106°30'48" 55.77' C2 30.00' 73°29' 12" 38.48' C3 50.00' 43°09'25" 37.66' SURVEY REFERENCES R1) THE PLAT OF HIDEAWAY HOME SITES, RECORDED IN VOLUME 81 OF PLATS, PAGES 88-89 R2) THE PLAT OF KIMBER LANE, RECORDED IN VOLUME 91 OF PLATS, PAGE 13 RECORDS OF KING COUNTY RECORDER'S OFFICE S-426201 I R-426201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SAMorman 06/29/2023 WASTEWATER UTILITY jstowell06/29/2023 SURVEYED: SURVEYED SCALE: SCALE 1" = 10' HORVERTICAL. NAVD 1988 HORIZONTAL- NAD 1983/1991 �' CITY OF LACHER SFR SEWER EXTENSION PLAN DATE: 03-16-23 DESIGNED: DESIGNED FIELDBOOK: - RENTON 13606 139TH AVENUE SE PAGE: - DRAWN: 2 PER CITY COMMENTS MPI 06-08-2023 EDM MPI ONE INCH DATUM ' RENTON, WA 98059 DRAWING NO: 1 INITIAL PLAN SET MPI 04-26-2023 EDM CHECKED: EDM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH TAX PARCEL NO3276150320 APPROVE SHEET: OF: N0. REVISION BY DATE APPR SCALE ACCORDINGLY . EDM 1 3 co CIO N �U , O Z LU H X LU LU LU (n LL U) Ir W U Q Q O