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16011 Select 8820 218th St SW- As-Built 2018-07-23-rev sht 1.pdfLEGAL DESCRIPTION THE SOUTH 185.0 FEET OF THE WEST HALF OF THE NE114 OF THE SE114 OF GOVERNMENT LOT 2, SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER, AND ACROSS THAT PORTION OF SAID GOVERNMENT LOT 2, DESCRIBED AS FOLLOWS.• BEGINNING AT THE POINT OF INTERSECTION OF THE NORTH LINE OF THE SOUTH 185.0 FEET OF SAID W1/2, OF THE NE1A OF THE SE1/4 OF GOV. LOT 2WITH THE EAST LINE OF SAID W1/2,• THENCE FROM SAID POINT OF BEGINNING RUN WEST ALONG THE NORTH LINE OF SAID SOUTH 185 FT., A DISTANCE OF 56.0 FT. TO THE TRUE POINT OF BEGINNING, • THENCE NORTH PARALLEL TO THE EAST LINE OF SAID W1/2, NE1A SE1/4 OF GOV. LOT 2, A DISTANCE OF 127 FEET, MORE OR LESS, TO A POINT ON THE SOUTH LINE OF COUNTY ROAD, THENCE WEST ALONG SAID SOUTH LINE 20.0 FT; THENCE SOUTH, 127 FEET, MORE OR LESS, TO A POINT 20.0 FT. WEST OF THE TRUE POINT OF BEGINNING; THENCE EAST ALONG THE NORTH LINE OF THE SOUTH 185.0 FT., A DISTANCE OF 20.0 FT. TO THE TRUE POINT OF BEGINNING. BASIS OF BEARINGS THE CENTERLINE OF 218TH STREET S.W. AS MONUMENTED PER SHORT PLAT RECORDED UNDER AUDITOR'S FILE NUMBER 201506OJ5001 UTILITY NOTE THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THIS SURVEY DOES NOT PURPORT TO SHOW THE LOCATION OF ALL UTILITIES. THE OWNER SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY. IMPERVIOUS AREAS LOT 1 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,750 SF (ROOF LINE) UNCOVERED PA TIO AND WALK 50 SF UNCOVERED DRIVEWAY (CONC) 650 SF LOT 2 TOTAL = 3,450 SF HOUSE+COVERED D/W, PATIO, PORCH, WALK 2,625 SF (ROOF LINE) UNCOVERED PA TIO AND WALK 100 SF UNCOVERED DRIVEWAY (CONC) 575 SF TOTAL = 3,300 SF DRI VEWA Y DRI VEWA Y AREA (ASPHAL T) 2,450 SF TOTAL IMPERVIOUS 9,200 SF NOTES A. THE STORMWA TER CODES IN EFFECT AT THE TIME OF APPLICATION FOR THE SUBDIVISION SHALL APPLY, AS LONG AS CONSTRUCTION ON THE PLAT/SUBDIVISION STARTS PRIOR TO JANUARY 1, 2022. IF CONSTRUCTION DOES NOT BEGIN PRIOR TO THIS DATE, THE STORMWA TER SYSTEM FOR THE PLAT/SUBDIVISION SHALL BE REDESIGNED TO COMPLY WITH CURRENT CODES B. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WI THIN THE Cl TY RIGHT -OF- WA Y. C. THE APPROVAL OF THESE PLANS DOES NOT INCLUDE APPROVAL OF THE SINGLE FAMILY RESIDENTIAL CONSTRUCTION. SEWER NOTES A. IF RE -USING EXISTING SIDE SEWER (FROM PROPERTY LINE TO HOUSE): PROPERTY OWNER MUST HAVE CONDITION VERIFIED AND PROVIDE A REPORT TO THE PUBLIC WORKS DEPARTMENT. B. IF RE -USING EXISTING SEWER LATERAL (FROM PROPERTY LINE TO CITY MAIN): CONDITION MUST BE VERIFIED BY PUBLIC WORKS DEPARTMENT. CONTACT EDMONDS SEWER DI VISION A T 425- 771-0236. UTILITY NOTES 4LL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCTION NOTE 4PPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO UTILITIES OR FRONTAGE MPROVEMENTS IN CITY RIGHT-OF-WAY PER CITY STANDARDS THAT IS CAUSED 7R OCCURS DURING THE PERMITTED PROJECT. PROJECT CLASSIFICATION PROJECT CLASSIFICATION: CATEGORY II SMALL SITE PROJECT (0.56 AC) EDMONDS WATER SHED: WESTGA TE POND FLOW CONTROL STANDARD: DETENTION TANK NW 1/4, SEC 30, TWP 27N, ROE 4E, W.M. 218TH STREET S W SHORT PLAT L SITE DEVELOPMENT PLANS CB 1 EX CB W/SOLID LOCKING LID TOP 1E 9 CONC lE 5.10 (E) N=10639.72 CONC 1E 95.01 (W) Y EX CB T - -- - - E=10870.11 - - - _ _ _ �. 7 RIM 97.45 EX CB J : I TOP 94.44 ` 8" 1E�4-64- (lN-S) 94.72 TOP 97.88 i I CONC IE 94.56 (E) CONC IE 95.10 CONC IE 94. I 37 (W) �. _ . 12" 1E 94. 6 4 (IN-E) 94.59 � f I\: I 12" 1E 94.-64- (OUT-W) 94.52 CONC IE 95.01 1 (SET CB 9y' g1IG2 SB CULVERT) 15" CONC SD I.SD- SD---LSD-� 5=--SD-- - SD----SD----S - --W-' EX SSMH i. - z---W--- TOP 95.73 ' 1E 81.75 i 8: 9$ -- - SS.8» �r -- - _ - 1 t �. IE. 94:57.. `..... 218TH $T S/i�l/ EX WATER.ME TER 4: 57 `. '... 2"" �. --G �s - �,,-- - D r LSD � --� SD--- S�6 � O EX CB IE 93.79 � ..: : : TOP 97.78 IE 93.79 �... EX WATER METER CONC IE 94.56 (E) (00380300100600) - _ CONC 1E 94. 93 (W) - - - INSTALL NEW 1" WATER 7�9T'12-CSr IMETER/SERVICES TOP 97.78 ' rr INSTALL 1-1/2" PE (200 PSI) CONC /E 94.56 (E) EX SDMH 9$� .. J I FROM METER TO HOUSE CONC /E 94. 93 (W) TYPE 11 W/RESTRICTOR I �. � I �' (TRACER WIRE TO BE CONC /E 95.22 (S) TOP 97.81, .. INSTALLED WITH WATER LINE O.F. 95.91 I I ) I BTM RESTR 91.94 1E 93.9941 .I .. I ...I SAWCUT & REMOVE EXISTING PAVEMENT AS REQUIRED AND o j 1 PATCH PER CITY OF EDMONDS STANDARD PLAN E2.3 EX 20" ..` : & UTl di LE I fl.. 2704J000207500 I ROBERT J DOBLE 2704J000208000 cn I I P. KEYES I I EX 20' T 6" SAN SEWER LINE & UTI T ARY CO © ROW LINE PER CITY OF EDMONDS STD LOTA, SP 1� I.. I I.... �. D WG NO. E6.2 (SEE SHEET D T-01) EX CB i v 1E 92.01 LOT A. SP 187(7-7fA.F, NO, 23 TOP 97.52 I�. ,.. ...I.I... ,II CONTRACTOR TO CONFIRM DEPTH (�Q,F, NO. 2317598) IE 94.75 j J AND LOCATION PRIOR TO 2704J00020 00380300100600 CB 3 �I.... ... I1 CONSTRUCTION (SSCO TO HAVE 12" . 2704J000209900 THOMAS YES& /� - CAST IRON LAMPHOLE COVER WITH THOMAS YESBERGER BRENT STEINBACH TYPE 11-48" I 112-HEX BOLTS, TYP) PRE- TREA TMENT SYSTEM N=10484.22 SDCO 2 1 E=10860.64 I.. CAST IRON LID Rim -f9B 8B 100.86 II N=10509.18 � 6" 1E 96- 04 IN-E . !I ( ) {. E=10868.88 1 4" 1E �9 -4.3 (IN-S) 7.52 �.\ [ RIM 97.86 98.50 24" 1E 99- 04 (IN-W �.�... I.I . 1 8» 1E 3 (IN-S 95.43 i. 1 LQ`�175 ( ) 6" IE-5-- (lN-N) ;6.33 j 8" /E �JSc (OUT-N) 95.43 8" 1E �,� (OUT-N) 95 71 „3,A E_ > ,ivy -A�89' 0'37" W 132.80' __-*89 30'37" W 13 1 , " 129'-36" HOPE �0o ��---------- II /�rY /�i.1 ''ir MANIFOLD I CONSTRUCT 6" PVC CHANNEL DRAIfNcYDETENTION SEWER ENTTEM ON I SEWER SERVICE TOP 98-&f 99.Of \V 8"CEDA i ® 2.0% MIN I I eT' (CONNECT TO SOCO (SEE DETAIL ON ! NO i i Y) _ T _ _ WEST (IF1Rl VEWA LZ SHT DT-02) � __ _ II L I I `. I SEE HAMMERHEAD I..........................................:.......:.............AVAIL;..... ... AB 38' � \ DETAIL, THIS SHEET o... .... II SSG& cs� 24' ACCESS O •:> 3.�g 1.02X PORT I CB 4 III 4" PVC STORM 1I 15 CEDAR IE I Ilk -III/ E P10897.36 III `DRAINAGE @'11.0 II i �4"CEDAR I� RIM 99.40 I I 4" 1E 9s86 (IN-S)96.15 SDCO I 4 VC TORM If I 6" 1E 368& (OUT-W) 96.10 E95- e D INAGE`STUB EX S' �VG. , 6 2 4 'FIR II I I _ - - 9 . (PL �. I 4' P i?K END)"I � O ,�0�'11 I I L_R � SSCO D CONNECTION jl I "� 11 I I V 1E 4.24 (LOT 1-1 WA TER I M 4.16 (LOT 2) CONN TION PV�STOR STORM-DRAINAGE ©0+ 33'r/R 11 1 (PLUG & MARK h l Lu 'I �j EX H JUSE /� �� I tNi� I 6.58 �� I I lu Lu 8822 218;1N ST SW /{ ��\\ ` 2 LOT 1, SP 26 (848) po ♦ � �-- --- �T `J I po 0 (A,F. NO. 7903090183) Z I I I I 12 p 1 1------- I` Z OOJ80JO0100601 PATRICKGEAR/N I 14';4LDEP 1 100` I I I 1 , f.. it 7.5' 'BSBL I "CHERRY 23'VAPLE M 1I I j 4� I""APLE 0 6'FlR 11 ' CHERRY � I I 1 II 1 `--�?6"CEDAR 1?'MAPLE � 9 FlR I BSBL ` 'LE I I TYP o=E_ - J - -J L 24'VAPLE �? m --X-__ I S 89'30'37" E 132.84' I LOT C SP S-98492 (A.F, NO, 200003015009) 2704J000201300 CHOI NA WOO & KIM MIN JONG 00380300101203 IA C AN^ ---------- I LOT LOT B, SP 1871 LOT B, SP 18 7(Y713) NO. 2317 (A'F NO' 2317 98170430002100E 2704J000210000 THOMAS YESBERG THOMAS YESBERGER LOT 4 MANOR COURT (VOL. 21, PG 56) 00505200000400 JOHN W. WOOD N SCALE: 1 " = 20' 0 10 20 40 PROJECT TEAM APPLICANT 196TH ST SW Ali; L� 1 L � V Q 0 216TH ST SW � �J Q � rn Q Q 216TH ST SW 216TH ST SW 0 ~ rn 218TH ST SW SITE--* co A, 220TH ST SW VICINITY MAP SCALE. 1 " = 2000' SURVEYOR SELECT HOMES LOVELL-SAUERLAND & ASSOCIATES, INC. 16531 13TH AVENUE W. #A 107 19217 36 TH A VE S, SUI TE 106 L YNNWOOD, WASHINGTON 98037 L YNNWOOD, WA 98036 (425) 742-6044 (425) 775-1591 EMAIL: KAYLA.CLARK@OUTLOOK.COM CONTACT- JEFFREY T. TREIBER, PLS CONTACT: KAYLA CLARK CIVIL ENGINEER RAM ENGINEERING, INC. 16531 13TH AVE W, SUITE A 108 L YNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL ©RAMENGINEERINGINC. COM CONTACT: ROB L. LONG, PE SITE DATA SITE ADDRESS: 8820 218TH STREET SW EDMONDS, WA 98026 TAX PARCEL ID NUMBERS: 27043000201700 SI TE ACREAGE: 24,572 SF (0.56 AC) EXISTING ZONING. RS-8 PROPOSED ZONING: RS-8 PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL AGENCIES/UTILITIES JURISDICTION CITY OF EDMONDS WATER DISTRICT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS STORM WA TER CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE FRONTIER COMMUNICATIONS ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 GAS PSE GARBAGE REPUBLIC SERVICE SHEET INDEX CITY OF EDMONDS 1 SP-01 SITE DEVELOPMENT PLAN 2 ON-01 GENERAL NOTES & LEGEND 3 TP-01 CLEARING, GRADING & TESC PLAN 4 DT-01 GENERAL DETAILS 5 DT-02 STORMWA TER DETAILS 15'PINE �-2' ACCESS & UTILITY EASEMENT FG 12' PIN FGa -20.00' L=31.42' � --Fe'- � � � R==2�.0�" D=31.42' I \ l I DAR , 29.9' 58' 29.9' I A BU FG E HOPS4 USDA 20' ACCESS & UTILITY EASEMENT 101 A V ILABL% I 99.8 / I FG 39-9 FG FGioa 10 FG XX.XX 01.0 9 G .9999 CB TOP TOP FG I N FG 4 FG 100. 0 �8 6a FG 101.0 O 100.9 FG 100.0 99.5 FG FG iL9i. 5 1.5 j 24'CEDA HAMMERHEAD DETAIL SCALE. • 1 " = 20' AS -BUILT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE.• BY CITY ENGINEERING DIVISION ;now what's below. Call A before yo u dig RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m :z 0 O y \ v L W U cc U � o ti U j W � � J J W � � � Q Q N ()0 00 Z I J � loft � H Z I =yN � o 4 y�� W41 CA y� y � N ENGINEER. L. of WA84,, z ', 38508 9 W �'GISTE���� IO>\re I . S ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE.SCALE: 1/3/17 AS NOTED JOB NO. 16-011 SHEET.• SP-01 SHT / OF 5