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Jan 9 updated prelim plat, clearing, devt plans.pdfI i U N P L Ajf I D 1 ZONING RS-8 i \ '" cloth JNDCCI J. YY. 20285'�� DEEP 1 I I mtixPs, w.Nt.,.,v� 9s,No I 3 � w i o a i a L r0 _- 14].20 i\ n 1 II � I i I �•'�° 1 8_257Sq Ft E I -yti� I 1, i I �A Q f 0 til I' I i I 1. c T 1 r S P 4 6 (S - 8 2) j U I I 1\ J It 4 I 3 \ lis' .mz6 I J 1 ZONING RS-8 m / 5\ - a' I ( 8.475 Sq Ft TRACT 999 7,070 Sq Ft (/ I I - ewo-as Asnnw v.,oze 1 I I 1 v I 1 N 0 I j j L O T 1 -- izs >.r (" Ft IN s 1D1-D2 B- i ;-------- 9.' --- 1 5 Ft {' L D T 2 1 r' 5-101-D 2) ,. t '930'23 W 20310' - ---- ---�'- '--- ' ZONING RS-8 a .- .- mUa NOTES 1. NO CRITICAL AREAS W STEEP SLOPES ARE LOCATED ON OR ADJACENT TO THE SHE 2. ALL EXISTING STRUCTURES ON THE PROPERTY WILL BE REMOVED. 3. LOTS 1 THOUGH 6 WILL EACH HAVE AN UNDIVIDED 114TEREST IN TRACT 999 (PRIVATE ROAD) FOR THE PURPOSE OF INGRESS, EGRESS AND UT ITIES MAINTENANCE Wa BE BORNE BY THE OWNERS OF LOTS 1 THROUGH 6. 4. TEE PROPERTY IS NOT LOCATED IN DESIGNATED FLOOD PLAN. 5. THE LOCATION OF EXISTING STRUCTURES ON ADJACENT PROPERTIES ARE APPROXIMATE 6. LOT COVERAGE IS LIMITED TO 35% AND Ala BE REVIEWED AT TIME OF BUILDING PERMIT APPLICATIONS. 7. SEE PRELIMINARY DEVELOPMENT FOR PROPOSED STREETS, GRADES, DRAINAGE, SEWER AND WATER PLANS, 8. SEE PRELIMINARY CLEARING PLAN FOR TREE PRESERVATION. I I I I ( I I I 11 W E S SCALE : i'=30' 0' 15' 30' 45' 60' VICINITY MAP SCALE: 1'=1500' PARCEL DESCRIP11ONS LEGAL DESCRIPTION PARCEL 1 EAST HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF TEE WEST 86 FEET OF THE SOUTH 116 FEET OF THE NORTH 146 FEET OF THE EAST HALF OF THE NORTH HALF OF THE SOUTHWEST WARIER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 30. THE NORTHWEST WARIER OF SECTION 30, OF SNOHOMISH COUNTY. WASHINGTON: TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., RECORDS TO'NSHIP 27 NORTH. RANGE 4 EAST, W.M., RECORDS OF SNOHOMISH COUNTY. WASHINGTON. EXCEPT ROADS; AND PARCEL 2 EXCEPT THE EAST 130.9 FEET THEREOF. TEE WEST 86 FEET OF THE SOUTH 95 FEET OF THE NORTH 241 FEET OF THE EAST HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., RECORDS OF SNOHOMISH COUNTY, WASHINGTON. PARCEL 3 BASIS OF BEARINGS THAT PORTION OF THE EAST HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF TIE SOUTHEAST THE CENTERLINE OF 2180h STREET S.W. AS MONUMENTED PER PLAT OF ES ERANCE COURT RECORDED SNORTER OF TIRE NORTHWEST QUARTER OF W. TOWNSHIP 27 NIXt1H, RANGE 4 EAST, W.M., RECORDS OF N AUDITOR'S NUMBER 9904W5008 SHHOMISH COUNTY WASHINGTON UNDER DIT FILE BE SNOHOMISH COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: D AS F BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION ; THENCE 5 079'16' W, ALONG THE WEST LINE OF BENCH MARK SAID SUBDIW9DN, A DISTANCE of 241.00 FEET To THE TRUE PUNT OF BEGINNING: THENCE CONTINUING S 079'16' W, A DISTANCE OF 91.48 FEET TO THE SOUTH LINNE OF SAID SUBDIVISION; THENCE S 89'3023' E. ALONG SAID SOUTH UNE, A DISTANCE OF IMOD FEET; THENCE N 029'16' E. PARALLEL WITH THE WEST UNE OF SAID TOP OF CONCRETE MONUMENT IN CASING AT THE INTERSECTION OF 86th PUCE W. AND 218th STREET SUBDIVISION, A DISTANCE OF 81.55 FEET; THENCE N 89'30'44- W. A NSTACE OF 25.00 FEET TO TIE EAST LINE S.W. OF TIE WEST ITEM FEET OF SAID SUBDIVISION; THENCE N 029'16' E. ALONG SAID EAST UNE. A DISTANCE OF 9.98 FEET TO TIE SOUTH UNE OF ME NORTH 241 FEET OF SAID SUBDIVISION: THENCE N 89'32'13` W. ALONG ELEVATION : 10000 SAID SOUTH UNE A DISTANCE OF 86.00 FEET TO THE TRUE POINT OF BEG4NING. DATUM : ASSUMED PARCEL 4 THAT PORTION OF THE EAST HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 3O TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., RECORDS OF OWNER/APPLICANT ENGINEER/SURVEYOR SNOHOMISH COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS RGER INVESTMENTS, E001 CONTACT- JE:FREY TREIBER BE THE NORTHWEST CORNER A, ALONG WEST UNE OF SAID SUBDIVISION: THENCE S 0ID 19 SUITE LOON 1981h STREET S.W.. SUITE 52 h ASSOCIATES. INC. SU EN 5 SAID SUBDIVISION, A DISTANCE OF 8 TEE SOUTH UNE OF SAID IBDIVISIW; SUB VI FEET 98036 LYHNWOOD, WASHI5-673 AVENUE W. SUITE 106 t9217-361HSAV AVENUE N O' 9'3' THENCE N DISTANCE .0 ;THEN E. ALONG SAID SITE UNE A DISTANCE OF 11L,00 FEET TO THE TRUE POINT OF HT, 1100TON PHONE : 425-6]1109 LYI NW O . THENCE ' S, A' DI WITH THE WEST UNE OF SAID SUBDIVISION, A DSTANCE OF 81.55 FEET; TRANCE S B9'90 S, A FAX : 425-673-1T09 PH, 4200, 5 591 PN.: 425-7]5-1591 F DISTANCE O T9 THE RIGHT HAVING A RADIUS OF 19.00 FEET DISTANCE d% 5.00 FEET TO AN IPUNT AND FROM NHCCH INTERSECTION PUNT CI CENTER BEARS S 89WOO'' E: ARC IN NORTHEASTERLY. ALONG THE HE C 14TE SEARS ARC OF CURIE AND CONSUMING A CENTRAL ANGLE OF AN ARC DISTANCE FEET: ZONING WATER SERVICE ME', FEET T OF THENCE N O'3THEN E, A DISTANCE OF LONG FEET TO TEE SOUTH UNE OF THE NORTH 225 FEET OF SAID N 0' SOUTH E ALONG BOLD SOUTH UNE, A DISTANCE OF 6MS FEET TO THE WEST UNE OF SUBDIVISION; THENCE S 89'AID RS-8 (NO CHANGE) CITY OF EDMONDS THE EAST S W. ALONG BAND WEST UNE, A DISTANCE OF FEET OF SAID SUBDIVISION; TRANCES 0HEN T TO THE THENCE N 09'3023" W. ALONG SAID SOUTH UNE, A MSTAN OF PARCEL NUMBER TELEPHONE E 90210 FEETTOTO TIE TRUE PUNT BEGINIARG. PARCEL 5 27043000202800 VERIZON THAT PIX TDN OF TIE EAST HALF OF ME NORTH HALF O THE SOUTHWEST QUARTER OF THE SOUTHEAST QUAR ER OF THE NORTHWEST WARIER OF SECTION 30. TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., RECORDS OF PROPERTY AREA ELECTRICITY SNDHOMISH COUNTY, WAWNGT0.N, DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDPASION; THENCE S 89'32'13' E ALONG THE NORTH UNE 63,440 SQ. FT. OR 1.456 ACRES P.U.D. N0. 1 OF SNOHOMISH COUNTY THEREOF, A DISTANCE OF 20285 FEET TO THE WEST UNE OF TIE EAST 130.9 FEET OF SAID SUBDIVISION; THENCE S 026'46' W ALONG SAID WEST UNE, A DISTANCE OF 12soD FEET TO THE SOUR ME of THE NORTH 125 FEET OF SAID SUBDIIW NSAND THE TRUE POINT OF BEGINNING: THENCE CONTINUING S 026'46' W. A PROPERTY ADDRESS SANITARY SEWER SERVICE DISTANCE OF I00 OD FEET TO THE SOUTH LINE OF TIE NORTH 225 FEET OF SAID SUBDIVISION; THENCE N 89-32'13- W, ALONG SAID SOUTH UNE A DISTANCE OF 67.02 FEET: THENCE N 0-34.14- E, A DISTANCE OF 7.50 8620 21BIM STREET S.W. CITY OF EDMONDS FEET. THENCE N 89'30'44' W, A DISTANCE OF 1.51 FEET TO ME PUNT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 18 SO FEET THENCE RORIHWESTERLY. ALONG TEE ABC OF SAID CURVE AND POLICE PROTECTION FIRE PROTECTION CONSUMING A CENTRAL ANGLE OF 9OW'00', AND ARC DISTANCE OF 29.06 FEET TO TIE POINT OF TANGENCY ON THE EAST LINE OF WEST 116 FEET OF SAID SUBDIVISION: THENCE N W29'16' E. ALONG SAD EAST LINE, A DISTANCE OF 73-99 FEET TO THE SOUTH LINE OF THE NORTH 125 FEET OF SAW SUBDIVISION; THENCE S CITY OF EDMONDS CITY OF EDMONDS 89'32'13' E ALONG SAID SOUTH LINE A DISTANCE OF 86.95 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 6 PUBLIC SCHOOLS EDMONDS SCHOOL DISTRICT NO. 15 THE SOUTH 95 FEET OF THE NORTH 125 FEET OF THE EAST HALF OF' THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST WARIER OF THE NORTHWEST QUARTER OF SECTION 30. TOWNSHIP 27 NORM, RANGE 4 EAST, W.M.. RECORDS OF SNOHWISH COUNTY, WASHINGTON; RECEIVED EXCEPT THE EAST 130.9 FEET THEREOF, AND, EXCEPT THE WET 116 FEET THEREOF. q/ 0 2013 PARCEL TO BE CONVEYED TO THE CITY OF EDMONDS JAN 9 THE NORTH 10 FEET OF THE EAST HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST WARIER O SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., RECORDS OF COUNTY, WASHIROAD) GTON. DEVELOPMENT SERVICES MACT999 TRACT 999 (PRIVATE ROAD) THAT PORTION OF THE EAST HALF OF THE NORTH HALF OF THE SOUTHWEST WASTER OF TIE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M„ RECORDS OF SHOIHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE S 029'16' W, ALONG THE WEST LINE OF PRELIMINARY PLAT SAID SUBDIVISION, A DISTANCE OF MOD FEET TO THE SOUTH UNE OF THE NORTH 30 FEET OF SAID SUBDIN9ON; WHENCE S B9'30'23' E, ALONG SAW SOUTH UNE, A DISTANCE OF 86.00 FEET TO THE EAST UNE OF THE WEST FOR BE, FEET OF SAID SUBDIVISION AMID TRUE POINT OF BEGINNING; THENCE S 029'16' W. ALONG SAID EAST UNE. A DISTANCE OF 220.98 FEET; THENCE S 89-30'44- E A DISTANCE OF MOO FEET AN INTERSECTION WITH A OUR\£ TO TIE RIGHT HAVING A RADIUS R 19.00 FEET AND FROM WHICH INTE ARD CO POINT THE CENTER BEARS S ECHELBARGER S SHA W LANE 89'MER E: THRICE NORTHEASTERLY. ALONG THE ARC OF SAD CURVE AND CONSUMING A CENTRAL ANGLE OF 90W,W.. AN ARC DISTANCE OF 29.85 FEET; THENCE N 0'34'14' E, A DISTANCE OF 14.50 FEET; THENCE N RADIUS W. .DISTANCE of 1.51 FEET ES ERE PUNT of CURVATURE OF A IRE N THE SUHT HAVING A IN SE1 4, NW1 4 OF SEC. 30, T.27N., R.4E., W.M. RADIUS OF . A FEET; WHENCE 1 FEET £STERLY, ALONG THE ARC OF SAID CURVE AND E RIGHT A CENTRAL ANGLE OF 90OWW'. AND ARC DISTANCE OF 29.06 FEET TO THE POINT OF TANGENCY ON THE EAST UNE OU WEST 116 FEET OF SAID SUBDWSII; THENCE N 029'16' E. ALONG SAID EAST UNE, A DISTANCE OF 165.99 CITY OF EDMONDS FEET TO THE SOUTH UNE OF THE NORTH 30 FEET OF SAD SUBDIVISION; THENCE N 89'32'13' W, ALONG SAID SOUTH LINE. A DISTANCE OF MOD FEET TO THE TRUE PUNT OF BEGINNING. SNOHOMISH COUNTY, WASHINGTON Lovell- Sauerland & Associ Engineers/Surveyors/Pl6 em/Developme. et>�LIIIIIIIIIIIIIIIIIIIM 0 e-mail: info@Isaengineering.com -b: Ise 19217 36th Avenue If- Suite 105 • Lynnwood, WA 98036 DRLI(N CFOC}OO DALE F.B. SCALE FBE N0. 1-J-13 J.T.T. J.T.T. it-19-12 527, P.54 1'=30' 53E t U NPLANE 0 �7C'v 1A I ZONING RS-e 1 � mu.,s. xA.is.,.rrn s.rs cwanx x.vsr.ro-: ssnzo aur...x. x<srr..r�+. -eve I 3 1 W U -- % a zlstn s-rREET s.w. N 89.32'13 -W._- 202.85 ..--- - _14].z0' -— ..I --___ _ _ _ --------------------- � 5 u n I -- � I i TGR'A _ f DETENTIiER, " I ...Ye• ; • _' 5/ -'` T T ,5 3 ounuTY _�'--------------- / 4D x72'x10 DEEP 8_257 59 Ft I Q 3 CC I , 5 P B _ — _____ �Cp ZONING RS-B 1 4f'-1 -, ``'T 4 i I T,�'L_______ • m' I 9`976 SgF-t" *qS I U I 1 t. . r--------� n 1 W U Q Y� U ran txiq I 1 , i II I � F. \ Q qi e] Pu a�A I �S - a ¢w sl x �„ s� > . ^I :sl a ZONING RS-8 I A I t it m j cO.�hO 8.47eSgFt 2 TRACT 999 t 7,070 Sq Ft 1 Ic1av0+T 8.1# Sq Ft --- la I i I I \ L__-___ _J I � k0 r I —y 177 I I c 0 7 1 9.555 Sq Ft 'I I I — •I 1 9.9D9 \Sq Ft I I L _________J L 9 � 1/Y N 89'30'23' iV _� 203.10' --1- ZONING RS-8 e]a.isz �n�sr-m sxEc+r...as UNPLATTED VICINITY MAP SCALE: 1"=1500' LEGAL DESCRIPTION EAST HALF OF THE NORTH HALF OF THE SOUTHWEST OARTER OF THE SOUTHEAST OUARTER OF THE NORTHWEST QUARTER OF SECTION 30. TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT ROADS; AND N EXCEPT THE EAST 130.9 FEET THEREOF. W E BASIS OF BEARINGS S THE CENTERUNE OF 218th 57REET S.W. AS MONUMENTED PER PUT OF ESPERANCE COURT RECORDED SCALE _ i.cM. UNDER AUDITORS FILE NUMBER 9904015008, SNHOMISH COUNTY, WASHINGTON BENCH MARK o• Is• 30• 45' Bo' TOP OF CONCRETE MONUMENT IN CASING AT THE INTERSECTION OF Bath PLACE W. AND 2189, STREET S.W. ELEVATION 100.00 DATUM : ASSUMED TREE LEGEND INDICATES EXISTING TREE TYPE AND SIZE NOTED ADJACENT INDICATES EXISTWG TREE TO BE REMOVED DURING PLAT DEVELOPMENT NOTES TREES SHOW? I TO BE REMOVED HEREON ARE UMITED TO THOSE THAT ARE LOCATED IN ROADWAY AND UMUTY CORRIDORS, THE AREA IN THE VICINITY OF THE STORMWATER DETENTION VAULT AND IN THE CENTRAL PORTIONS OF THE BUILDING PADS OTHER TREES MAY NEED TO BE REMOVED TO FACIUTATE NEW HOME CONSTRUCTION. THE ADDITIONAL TREES TO BE REMOVED WdL BE EVALUATED AT THE TIME OF THE BUILDING PERMIT APPLICATION. THE TREES LOCATED NEAR THE PROPOSED 2-4 FOOT HIGH ROCKERY ALONG THE WESTERLY SIDE OF LOT 2 AND THE WESTERLY AND SOUTHERLY SIDE OF LOT 3 WILL BE EVALUATED AT THE TIME OF MAL ENGINEERING PLAN PREPARATION. THE ROCKERY IS NECESSARY TO PROVIDE USABLE YARD AREA FOR THE NEW HOMES AND TO CONTROL DRAINAGE AND DIRECT IT TO THE STORMWATER DETENTION VAULT. DEVEWPMENT COUNTEP PRELIMINARY CLEARING PLAN FOR ECHELBARGER'S SHA W LANE IN SE1 /4, NW1 /4 OF SEC. 30, T.27N., R.4E., W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON 1, REDUCED TREE REMOVAL PER CITY COMMENTS 1-7-13 JTT CBMH � ,if a �— __ n'a I ESA --T- CBMH WREST 0 ;1�21b9 ©Vo> _sne 'oj 1 b 2 W 0 I I -- —"'--- �- ZONING RS-8 N a r---------- -1 r. w E I 3 I 1 I U.xie Q B-0 A•a r� I SCALE 1'=30' 3 aJ mVS r sci.i¢v .soil j I I doe 0' 15' 30' 45' 60' I � I 0 1 _0 I 1 I •\ nz. w ssoze 1 6 i I I \ 1 I 2 0 / I I / \ IFa+z�Nc ixj amGxr .-- - -- -- -- -L - --- -\ N I , 3 1 I 1 Eou\NnN�es, oro-� sxr I 1 I 1 I = I 1 ' ZONING RS-8 ns UNPLATTED 3o S 3 m ... .... .... .... - .. ..... o 92, — — _— _ /EXISTING GROUND. „ _-. R '92 90 90 FIms ED GRADE 88 _ _... ..... 88 86 !86 84 -84 82 82 12+00 11+00 86th PLACE W. SCALE: I'=20' HOR. 1'=5' VERT. 10400 i 21 Mr I � , ZONING RS-8 _ ( T s a w 1 , ,n.s a sI= ssz�e I 0 1 _ a I I I _ j+Y i i I I LOT 1 4 2) __ 21^: .1 iLOT 2 S-101-D 2) I , 1 ' o JAN 0 9 2013 DEVELOPMENT SERVICE& COUNTER NOTES / THIS PROJECT HAS BEEN CLASSIFIED A LARGE PROJECT FOR i DRAINAGE .REFER TO PRELIMINARY DRAINAGE TO REPORT FOR DETAILS. REPORTDRAINAGEF R DETAILS. THIS CONCEPTUAL PLAN IS INTENDED ONLY AND DOES NOT REPRESENT ME E NOT REPRESENT FINAL PROJECT ENGINEERING. REFER TO ME PRELIMINARY FINAL ROJ CTFEASIBLITYENGINEERING. AL DRAINAGE REPORT FOR THE PRELIMINARY DRAINAGE ANALYSIS. FORD I INSTALLATION OF AN ME CURRENT DESIGN ION VDESVAULT UNDERGROUND DETENTION VAULT SIZED IN ACCORDANCE WITH ClTY AND STATE REGULATIONS. 711E VAULT WILL MEN sr' Ms•.v, csrc INSCHAz ALONG STREET S.W.TO THE WEST MERE ME SOUTH SIDE OF D TO SHEET S.TO A PENT WHERE IT CAN BE CONNECTED TO ME EXISTING STORM WATER SYSTEM. ME CONNECTION POINT IS TYPE A CURS DETAIL APPROXIMATELY 235 FEET WEST OF THE PROPERTY AS SHOWN HEREON. muses stAwAao [cNi Ste Ht AL ENGINEERING MAY INCLUDE LOW IMPACT DEVELOPMENT TECMNIWES TO REDUCE THE STORM WATER DETENTION VAULT SIZMS, AMENDED SOILS TO BE PLACED UPON ALL LOTS AT 114E OF BUILDING CONSTRUCTION U! ACCORDANCE WITH EDMONDS REGULATIONS, SYSTEM WILL BE POSTAL. TELEPHONE AND CAS REWIRED B INSTALLED UNDERGROUND R REWIRED BY Gtt REGULATIONS,OO THESE SYSTEMS GENERALLY LOCATED IN ME FOOT T P G PR UTILITY EASEMENT PROVIDED ALONG ME STREET AND PRIVATE) FRONTAGES. IfJ,-ehtrflvry lP:a�[ - s/e' vu•M c5ic ROLLED CURB DETAIL no swE cw«an sFumArm ccTw 1xs VICINITY MAP LEGAL DESCRIPTION EAST HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER Of THE SOUTHEAST QUARTER OF ME NORTHWEST QUARTER OF SECTION 30. TO'ANSHIP 27 NORM, RANGE 4 EAST. W.M., RECORDS OF SNOHOMSH COUNTY, WASHINGTON; EXCEPT ROADS: AND EXCEPT THE EAST 130.9 FEET THEREOF. BASIS OF BEARINGS THE CENTERLINE OF 218Lh STREET S.W. AS MONUMENTS) PER PLAT OF ESPERANCE COURT RECORDED UNDER AUDITOR'S FILE NUMBER 9904015008. SNHOMISH COUNTY, WASHINGTON BENCH MARK TOP OF CONCRETE MONUMENT IN CASING AT THE INTERSECTON OF 86th PLACE W. AND 218ih STREET S.W. ELEVATION : 100.00 DATUM : ASSUMED OWNER/APPLICANT ENGINEER/SURVEYOR ECHELBARGiA INVESTMENTS. LLC CONTACT: JEFFREY TREIBER 4001 198th STREET S.W., SUITE p2 LOVEIL-SAUERLAND & ASSOCIATES, INC. LYNNWOOD, WASHINGTON 98036 19212-36TH AVENUE W. SUITE 106 PHONE : 425-67}1100 LYNNW'000, WA 98036 FAX : 425-673-IIM PH: 425-775-1591 STD DETAIL E2-9 (BOTH SIDES) PER GO.EJE-2.1.3. -SUBGRADE AS REWIRED. GRAVEL BORROW MAY BE REQUIRED PENDING SOILS CONK BONS, TYPICAL SECTION_ 86TH PLACE W. R •SUBGRADE AS REWIRED. GRAVEL 2• MIN. ASPHALT CONCRETE — BORROW MAY BE REWIRED PAVEMENT CLASS 1/2- ACTUAL INSTALL NEW CURB. GUTTER PENDING SOILS CONNTONS. DEPTH TO MATCH EXISTING. AND T SIDEWALK PER C.O.E. OVER 4' AM' STD DETAILS E2.8 AND. 2 FT. MIN, SAWCUT FROM GUTTER INS (TYPICAL MINIMUM) IN AREAS OF TRENCH WORK OR WHERE SUBGRADE IS TO BE REBUILT, CO.EO.2.3 SHALL APPLY. SEE SHT C6. FRONTAGE IMPROVEMENT SECTION — 218TH STREET S.W. PRELIMINARY DEVELOPMENT PLAN FOR ECHELBARGER'S SHA W LANE IN SE1 /4, NW1 /4 OF SEC. 30, T.27N., R.4E., W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON 1. ADDED APPROX STORM ELEV FOR OFFSNE. ADDED NOTES, ON POWER O! 218th 1-7-13 Ul