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18-104912 (2)vi cn V) A PORTION OF SW QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST VICINITY MAP a Q 0000 0) Q " N I too FOUND S. 296TH ST. ^... NOBU YUKI OCHI & KA TO HI TOM (L 0 T 2) (LOT ,3) �, , Q a IRON PIP o,N� PARCEL NO. 36 74400115 C1p P Ro °� �. �v ' KEN KUMAR KEN KUMAR co W/ TACK oPs" ....l.. o PROPOSED SEWER �� Cv PARCEL NO. 36 74400116 I PARCEL NO. 36 74400117 (11--27--� N .....'� ... .. I CB , , S1 TE ....... RIM EL=953.49' \ 1 I + l i i i I (LOT 2 4) w E (-0 I IE 12 DI N. EL=450.59' \ I 1 { I I ( 1 1 4 !E 12" ADS i `3Q Op v / IE 8"DI E. EL=450.65' �� I I , i I I { { I { I HARRY A. PRI CHARD s S so4Tr� ST IE 12" ADS S. EL=451.19 \ I ( 1 , I I I I I �TP NO. 3674400220 452.60 1�, J I N 89*57' 15" W` I I ` 1 i I I I I o. N.T.S. ROW DEDICATION w . � 0_. ' 0.1 ' \ 328. 61 ' I I / N 151.34SQFT r ......:."�"...... 1: `\ I I TWIN/6" I l l I I / / l l 0.00ACRES O ` LOT1 1 20' ' // 1 11 / W VICINITY MAP " 11015.81SQFT --�4t5�, l w ..... . .... �y 0.25 ACRES O � { I / » L T 2 ` ' I /l 7WI / i 2 "// cv E IE 92" CONC. $ t 701 Q s 0 n2 `0 / / N A X PARCEL NO. 3674400120 w I \ cfl �° It 0.17 Es � � � & 453.87 .. a \ 't 14 ,�► �h Ch �' CZj 29632 18 TH AVE. S. 98003 \ ACCESS EASEMENT I ' \ 2 4 " ' / ! Q?� (p S 13 ` \ „' l l I �w ©� (LOT 2 �3) PROPOSED SEWER .. . . tv-(L 0 T 4) ' _�_ 1 \ 26 / _ r _ l ��, OWNER SURVEYOR / a JOA N N E MIL TON GREEN VALLEY HOMES LLC SADLER, BARNARD, & ASSOCIATES, INC. !E 2" colvc. / �� s s s a ( o i l 11 jl I l l rn /l PARCEL N 0. 3 6 74 4 C 0 2 RUDY GALVEZ DALE OAKS, PLS i 1 24415 64TH AVENUE SOUTH, #84 717 WEST STEWART 454. 33' 2 g \ i I I 1 / / / // KENT, WA 98032 PUYALLUP, WA %371 (253)848-5170 PROPOSED SEWER 1E 12" ADS. 456.77' IE 12" ADS. 456.92' 1E 12" ADS. 457.35' l ii / 44it rn /(0 i C0 Z� SITE T.B.M. TOP S. BOLT FIRE HYDRANT EL=459.90' / SSMH / RIM EL=457.82' IE 8" PVC N. EL=448.56' UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE aQ 1-80M24-5555 AND THEN POTHOLING ALL 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 NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS PLLC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. JORGE C. PARCEL NOTOR6VICIA 4400 31 TANA G. SAN PA (LOT E SITE PLAN SCALE: 1 °=20' BERNARD J. & KAREN E. MURRA Y PARCEL NO. 36 74400130 -- � +- �- --- LEGEND I 0' DESCRIPTION NEW EXISTING I � I STORM SEWER D - - - D - - — w SANITARY SEWER S - - - S - - - Iw I WATER - - - W - - - W .•- I L I n CONTOURS 50 50 0 I to I SILT FENCE F I C) I I POWER (OHP/UGP) — OHP/UGP — — OHP/UGP — I i I Z ASPHALT PAVING 00 00 PERVIOUS CONC. o0000000 4 � i I (LOT 2 2 CONC. PAVING I I GRAVEL SURFACE I I P E TER R O L A N D JEN SEI\ LANDSCAPING „ i PARCEL NO. 36 744002C I CONCRETE CURB �l2„ SPOT ELEVATIONS - � J0`'0C 1 0.4' 1 i PARKING COUNT �x lop) " I� I FOUND CASE MON >� I I FIRE HYDRANT GAS METER Q 0 i GUY WIRE ANCHOR E— JUNCTION BOX m ❑ PARKING LOT LIGHT � POWER POLE W/TRANSFORMER Q POWER VAULT ROCKERY C3901a C--CD00 SIGN -r o SIGNAL POLE STORM CATCHBASIN ■ ❑ STREET LIGHT �— — TELEPHONE JUNCTION BOX ❑ TELEPHONE VAULT 0 0 LEGAL DESCRIPTION UNDERGROUND POWER LOT 4, BLOCK 2, JEANNETTE SOUNDVIEW TRACTS, ACCORDING UTILITY POLE -•- -0- TO THE PLAT THEREOF, RECORDED IN VOLUME 44 OF PLATS, UTILITY MANHOLE 0 0 PAGES 68 & 69, RECORDS OF KING COUNTY, WASHINGTON. WATER METER SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. WATER VALVE ►� � BASIS OF BEARING: ABBREVIATIONS: PLAT OF JEANNETTE SOUNDVIEW TRACTS AS RECORDED UGo o. C.7 a U m H�Z ,me a Ww R Z H t7 rj Z 0`•/ J ti , Uwe 8 LLI .c a a Z Q Lu W LL m v) IV W Q 2 M f- m O 0 c� � N 0 o a v a o z a w E— ME IN VOLUME 44 OF PLATS, PAGE 68, RECORDS OF KING COUNTY, BLC - BUILDING CORNER MJ - MECHANICAL JOINT --L.-l- WASHINGTON. C - COMPACT OH - OVERHEAD CB - CATCH BASIN PL - PROPERTY LINE VERTICAL DATUM CL - CLASS R - RADIUS CITY OF FEDERAL WAY BENCH MARK NUMBER 2172-28-1 CO - CLEAN OUT REF - REFERENCE DRAWING SE BOLT ON SOUTH BOUND SIGNAL POLE BASE WEST SIDE OF PAC. HWY. S. AT DASH COA - CITY OF AUBURN R1W - RIGHT-OF-WAY E C E I VE POINT ROAD SOUTH D - STORM DRAIN S SANITARY SEWER I EL=421.96 NGVD-29 DDCV - DOUBLE DETECTOR CHECK VALVE SQ FT - SQUARE FEET DI - DUCTILE IRON STD - STANDARD OCT 18 2018 SITE BENCH MARK DS - DOWNSPOUT sm - SIDEWALK SOUTH BOLT ON TOP FLANGE OF HYDRANT, AS SHOWN. DTL - DETAIL' T - TELEPHONE `' OF FEDERAL WAY ELEVATION = 459.90 DNV - DRIVEWAY TC - TOP OF CURB UNITY DEVELOPMENT EL - ELEVATION TP - TEST PIT ZONING, ESMT - EXG - EASEMENT EXISTING TV - U.N.O - TELEVISION UNLESS NOTED OTHERWISE DATE 10/16/18 DRAWN AEP FD - FOUNDATION DRAIN YL - YARD LIGHT RS7.2 - SINGLE FAMILY RESIDENTIAL. FDC - FIRE DEPARTMENT CONNECTION S - SOUTH CHECKED AEP FF - FINISHED FLOOR W - WEST FHY - FIRE HYDRANT E - FAST FL - FLANGE JOINT N - Tx 1 NUMBER OF LOTS PROPOSED: E'C HANDINVERLTELEVATION EST JOB NO. 201$058 - SW - SOUTHWNW PARCEL #3674400120: 3 LOTS LF - LINEAR FEET NE - NORTHEAST SHEET NO. US - LANDSCAPING SE - SOUTHEAST MH - MANHOLE 0 - DIAMETER p 1 J