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RecordedShortPlat.pdfDECLARATION OF SHORT PLAT KNOWN ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER IN FEE SIMPLE AND MORTGAGES OF THE LAND HEREBY PLATTED, DO HEREBY DECLARE THIS SHORT PLAT, AS APPROVED BY THE CITY OF EDMONDS UNDER THE CITY OF EDMONDS FILE NUMBER PLN20140045, AS OUR FREE AND VOLUNTARY ACT AND DEED IN ACCORDANCE WITH OUR DESIRES. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS THIS % 1 ; DAY OF St/tf44'JE� 2017 A. JAY YOUNG ITS: D� ACKNOWLEDGEMENTS STATE OF VVG ) SS COUNTY OF )r=v�— ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT A. JAY YOUNG SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED \\ 20\—1. PRINT NAME: NOTARY PUBLIC IN AND FOR THE STATE OF MY COMMISSION EXPIRES HOLD HARMLESS AGREEMENT MICHELLE C JORE NOTARY PUBLIC STATE OF WASHINGTON My Commission Expires June 6, 2021 OWNERS, AND ALL PERSONS HAVING PRESENT OR SUBSEQUENT OWNERSHIP INTEREST IN THESE LANDS, AND THE SUCCESSORS AND ASSIGNS OF OWNERS OR OTHER PARTIES HAVING ANY SAID INTEREST, HEREBY AGREE THAT THE CITY OF EDMONDS SHALL BE HELD HARMLESS IN ALL RESPECTS FROM ANY AND ALL CLAIMS FOR DAMAGES FOR INJUNCTIVE RELIEF WHICH MAY BE OCCASIONED NOW OR IN THE FUTURE TO ADJACENT LAND OR IMPROVEMENTS BY REASON OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE DRAINAGE SYSTEM, AND HEREBY WAIVE AND RELEASE THE CITY OF EDMONDS FROM ANY ACT AND ALL CLAIMS FOR DAMAGES, EXCLUDING DAMAGE CAUSED SOLELY BY AN ACT OR OMISSION OF SAID CITY, AND INJUNCTIVE RELIEF WHICH THE OWNERS, OR THEIR SUCCESSORS OR ASSIGNS, MAY THEMSELVES HAVE NOW OR IN THE FUTURE BY REASON OF THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID DRAINAGE SYSTEM. RESTRICTIONS 1. CONDITIONS OF APPROVAL MUST BE MET AND CAN BE FOUND IN THE APPROVAL FOR THE SHORT SUBDIVISION LOCATED IN FILE PLN20140045 IN THE CITY OF EDMONDS PLANNING DIVISION. 2. A SUBDIVISION APPROVAL IS BASED ON THE RECORD TITLE AND DOES NOT CONFIRM, LIMIT, WAIVE OR OTHERWISE DETERMINE TITLE TO LAND. THE SUPERIOR COURT OF SNOHOMISH COUNTY HAS EXCLUSIVE JURISDICTION TO TRY TITLE TO REAL PROPERTY. 3. EVIDENCE OF LAND OCCUPATION SUCH AS FENCES, STRUCTURES, PAVED OR GRAVELED SURFACES, LANDSCAPING, ETC. MAY NOT COINCIDE WITH THE DEEDED BOUNDARY LINES, AS SHOWN ON THIS DRAWING. THERE ARE AREAS ON THIS SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE DEEDED BOUNDARY LINES AND CERTAIN EVIDENCE OF OCCUPATION. THE OWNER OR POTENTIAL PURCHASER SHOULD CONSULT WITH LEGAL COUNSEL WHEREVER DISCREPANCIES EXIST TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS POTENTIAL BOUNDARY DISPUTES, 4. THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, THE OWNER OR POTENTIAL PURCHASER SHOULD CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES, ZONING AND LOT INFORMATION EXISTING ZONING RS-8 SITE AREA: 46,625 SQ. FT. (1.07 AC) LOT 1 9332 232ND ST SW GROSS AREA: 22,248 SQ. FT NET AREA: 15,841 SQ. FT. LOT 2 9338 232ND ST SW GROSS AREA: 8,002 SQ. FT NET AREA: 8,002 SQ. FT LOT 3 9340 232ND ST SW GROSS AREA: 8,225 SQ. FT. NET AREA: 8,225 SQ. FT. LOT 4 9342 232ND ST SW GROSS AREA: 8,150 SQ. FT NET AREA: 8,150 SQ. FT. ORIGINAL LEGAL DESCRIPTION THE NORTH 409 FEET OF THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., EXCEPT THE NORTH 130 FEET OF THE EAST 140 FEET THEREOF, ALSO EXCEPT COUNTY ROAD. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. TITLE ENCUMBRANCES EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE STEWART TITLE GUARANTY COMPANY SUBDIVISION GUARANTEE NO. G-6329-8785, EFFECTIVE DATE MAY 31, 2017, AT 2:28 P.M. 1. PERTAINS TO TAXES 2. PERTAINS TO LIABILITY FOR SEWER TREATMENT CHARGES 3. PERTAINS TO A DEED OF TRUST UNDER RECORDING NUMBER 200702260002, RECORDS OF SNOHOMISH COUNTY, WASHINGTON 4. PERTAINS TO AN EASEMENT FOR SEWER UNDER RECORDING NUMBER 1982561, RECORDS OF SNOHOMISH COUNTY, WASHINGTON (SHOWN) 5. PERTAINS TO AN EASEMENT FOR ELECTRIC DISTRIBUTION LINES AND FACILITIES UNDER RECORDING NUMBER 201610050627, RECORDS OF SNOHOMISH COUNTY, WASHINGTON (AS CONSTRUCTED/NOT SHOWN) 6. PERTAINS TO AN EASEMENT FOR UNDERGROUND GAS FACILITIES UNDER RECORDING NUMBER 201610280314, RECORDS OF SNOHOMISH COUNTY, WASHINGTON (AS CONSTRUCTED/NOT SHOWN) 7. PERTAINS TO AN EASEMENT FOR INGRESS AND EGRESS UNDER RECORDING NUMBER 201705090800, RECORDS OF SNOHOMISH COUNTY, WASHINGTON (SHOWN) REFERENCES 1. PLAT OF SURVEY FOR CHARLES J. AINSLIE BY LOVELL—SAUERLAND & ASSOCIATES, INC RECORDED UNDER AUDITOR'S FILE NUMBER 8701065001, RECORDS OF SNOHOMISH COUNTY, WASHINGTON 2. RECORD OF SURVEY BY DUNAWAY SURVEYING DATED JUNE 1992 RECORDED UNDER AUDITOR'S FILE NUMBER 9207155001, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 3. RECORD OF SURVEY BY TRI—COUNTY LAND SURVEYING COMPANY DATED SEPTEMBER 2003 RECORDED UNDER AUDITOR'S FILE NUMBER 200312195271, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 4. RECORD OF SURVEY BY CENTRAL CASCADE SURVEYING DATED OCTOBER 2013, RECORDED UNDER AUDITOR'S FILE NUMBER 201310145002, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. CONFORMED COPY 201709155003 3 PGS 0911512017 9:28am 158.00 SNOHOMISH COUNTY, RHINGTON YOUNG SHORT PLAT SE 1/4 OF NE 1/4, SEC. 36, TWP 27N., RGE 3E., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON CITY OF EDMONDS APPROVALS THE SUBJECT FINAL PLAT CONFORMS TO THE APPROVED PRELIMINARY PLAT AND ALL CONDITIONS OF THE PRELIMINARY APPROVAL AND IS APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS DEVELOPMENT SERVICES DIRECTOR. SHA HOPE THIS ZI-!'DAY OF to 2017 THE SURVEY DATE, LAYOUT OF STREETS AND ALLEYS AND OTHER RIGHTS —OF -WAY, DESIGN OF BRIDGES, SEW D WATER SYSTEM AND OTHER STRUCTURES ARE APPROVED, AND THE SUBJECT FINAL PLAT AUTHOR ED FOR EC DING BY THE CITY OF EDMONDS DIRECTOR OF PUBLIC WORKS. PAIL WILLIAMS THIS � AY OF �e _I-5-/ 2017 TREASURER'S CERTIFICATE I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE LEVIED AGAINST THE PROPERTY DESCRIBED HEREIN, ACCORDING TIC RQQKS AND RECORDS OF MY OFFICE, HAVE BEEN FULLY PAID AND DISCHARGED, INCLUDING [�( TAXES. TREATtzURER, SNOHOMISH COUNTY DEPUTY COUNTY T EA URER �11 AUDITOR'S CERTIFICATE FILED FOR RECORD AT THE REQUEST OF AXIS SURVEY AND MAPPING THIS DAY OF , 20 AT MINUTES PAST M. AND RECORDED IN VOLUME OF PLATS, PAGE RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SNOHOMISH COUNTY AUDITOR DEPUTY COUNTY AUDITOR LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE CITY OF EDMONDS SHORT PLAT NO. PLN20140045 IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTIONS 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., AS REQUIRED BY STATE STATUTES; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; THAT THE MONUMENTS SHALL BE SET AND LOT AND BLOCK CORNERS SHALL BE STAKED CORRECTLY ON THE GROUND, THAT I FULLY COMPLIED WITH THE PROVISIONS OF THE STATE AND LOCAL STATUES AND REGULATIONS GOVERNING PLATTING. _9lqu, MITCH T.S. EVANS DATE CERTIFICATE NO. 38011 PRIVATE EASEMENT PROVISIONS 1, THE PRIVATE ACCESS EASEMENT OVER LOT 1, AS SHOWN ON SHEET 3 OF 3, IS HEREBY RESERVED AND GRANTED TO THE OWNERS OF LOTS 2, 3, AND 4 FOR THE PURPOSE OF OPERATION, MAINTENANCE, AND RECONSTRUCTION OF ANY ACCESS ROAD IMPROVEMENTS, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS. 2, THE PUBLIC UTILITY EASEMENT OVER LOT 1 ON SHEET 3 OF 3, IS HEREBY RESERVED AND GRANTED TO THE OWNERS OF LOTS 1 THROUGH 4, FOR THE PURPOSE OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF ANY PUBLIC UTILITIES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES. 3. THE PRIVATE UTILITY EASEMENT OVER LOT 1 ON SHEET 3 OF 3, IS HEREBY RESERVED AND GRANTED TO THE OWNERS OF LOTS 1 THROUGH 4, FOR THE PURPOSE OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF ANY PRIVATE UTILITIES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES. 4. THE PRIVATE STORM DRAINAGE UTILITY EASEMENT OVER LOT 2, AS SHOWN ON SHEET 3 OF 3, IS HEREBY RESERVED AND GRANTED TO THE OWNERS OF LOT 1, FOR THE PURPOSE OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STORMWATER MITIGATION SYSTEM, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES. 5. THE PRIVATE STORM DRAINAGE UTILITY EASEMENT OVER LOT 3, AS SHOWN ON SHEET 3 OF 3, IS HEREBY RESERVED AND GRANTED TO THE OWNERS OF LOTS 1 AND 2, FOR THE PURPOSE OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STORMWATER MITIGATION SYSTEM, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES. 6. THE PRIVATE STORM DRAINAGE UTILITY EASEMENT OVER LOT 3, AS SHOWN ON SHEET 3 OF 3, IS HEREBY RESERVED AND GRANTED TO THE OWNERS OF LOTS 1, 2, AND 4 FOR THE PURPOSE OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STORMWATER MITIGATION SYSTEM, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES. 7. THE PRIVATE STORM DRAINAGE UTILITY EASEMENT OVER LOT 4, AS SHOWN ON SHEET 3 OF 3, IS HEREBY RESERVED AND GRANTED TO THE OWNERS OF LOTS 1, 2, AND 3 FOR THE PURPOSE OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STORMWATER MITIGATION SYSTEM, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES. 8. THE PRIVATE SEWER EASEMENT OVER LOT 1, AS SHOWN ON SHEET 3 OF 3, IS HEREBY RESERVED AND GRANTED TO THE OWNER OF LOTS 2, FOR THE PURPOSE OF OPERATING, MAINTAINING AND RECONSTRUCTING THE PRIVATE SEWER FACILITIES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES. 9. THE PRIVATE SEWER EASEMENT OVER LOT 3, AS SHOWN ON SHEET 3 OF 3, IS HEREBY RESERVED AND GRANTED TO THE OWNER OF LOTS 2, FOR THE PURPOSE OF OPERATING, MAINTAINING AND RECONSTRUCTING THE PRIVATE SEWER FACILITIES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES. 10. THE PRIVATE SEWER EASEMENT OVER LOT 4, AS SHOWN ON SHEET 3 OF 3, IS HEREBY RESERVED AND GRANTED TO THE OWNER OF LOTS 3, FOR THE PURPOSE OF OPERATING, MAINTAINING AND RECONSTRUCTING THE PRIVATE SEWER FACILITIES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES. PRIVATE MAINTENANCE PROVISIONS 1. MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE PRIVATE ACCESS EASEMENT ACROSS LOT 1, AS SHOWN ON SHEET 3 OF 3, HEREON SHALL BE THE COLLECTIVE RESPONSIBILITY OF LOTS 1, 2, 3, AND 4. THE COSTS OF SAID MAINTENANCE, REPAIR, OR RECONSTRUCTION SHALL BE BORNE IN EQUAL SHARES. 2. MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF ANY PRIVATE UTILITY SYSTEMS AND APPURTENANCES LOCATED UPON OR WITHIN THE PRIVATE UTILITY EASEMENT ACROSS LOT 1, AS SHOWN ON SHEET 3 OF 3, SHALL BE THE COLLECTIVE RESPONSIBILITY OF LOTS 1 THROUGH 4. THE COSTS OF MAINTENANCE, REPAIR AND OR RECONSTRUCTION SHALL BE THE COLLECTIVE RESPONSIBILITY OF LOTS 1 THROUGH 4, EXCEPT NO OWNERS SHALL BE RESPONSIBLE FOR SAID MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF THAT PORTION OF THE COMMONLY USED UTILITY SYSTEM LOCATED UPSTREAM FROM THE POINT OF CONNECTION OF THAT RESPECTIVE LOT OWNER. 3. MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF THE PRIVATE STORMWATER MITIGATION SYSTEM LOCATED UPON OR WITHIN THE PRIVATE STORM DRAINAGE UTILITY EASEMENT ACROSS LOT 2 GRANTED TO LOT 1, AS SHOWN ON SHEET 3 OF 3, SHALL BE THE COLLECTIVE RESPONSIBILITY OF LOTS 1 AND 2. THE COSTS OF SAID MAINTENANCE, REPAIR AND/OR RECONSTRUCTION SHALL BE BORNE IN EQUAL SHARES BY THE OWNERS OF LOTS 1 AND 2, EXCEPT NO OWNERS SHALL BE RESPONSIBLE FOR SAID MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF THAT PORTION OF THE COMMONLY USED UTILITY SYSTEM LOCATED UPSTREAM FROM THE POINT OF CONNECTION OF THAT RESPECTIVE LOT OWNER. 4. MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF THE PRIVATE STORMWATER MITIGATION SYSTEM LOCATED UPON OR WITHIN THE PRIVATE STORM DRAINAGE UTILITY EASEMENT ACROSS LOT 3 GRANTED TO LOTS 1 AND 2, AS SHOWN ON SHEET 3 OF 3, SHALL BE THE COLLECTIVE RESPONSIBILITY OF LOTS 1, 2, AND 3. THE COSTS OF SAID MAINTENANCE, REPAIR AND/OR RECONSTRUCTION SHALL BE BORNE IN EQUAL SHARES BY THE OWNERS OF LOTS 1, 2, AND 3 EXCEPT NO OWNERS SHALL BE RESPONSIBLE FOR SAID MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF THAT PORTION OF THE COMMONLY USED UTILITY SYSTEM LOCATED UPSTREAM FROM THE POINT OF CONNECTION OF THAT RESPECTIVE LOT OWNER. 5. MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF THE PRIVATE BIORETENTION BMP LOCATED UPON OR WITHIN THE PRIVATE STORM DRAINAGE UTILITY EASEMENT ACROSS LOT 3 GRANTED TO LOTS 1, 2, AND 4, AS SHOWN ON SHEET 3 OF 3, SHALL BE THE COLLECTIVE RESPONSIBILITY OF ALL LOTS. THE COSTS OF SAID MAINTENANCE, REPAIR AND/OR RECONSTRUCTION SHALL BE BORNE IN EQUAL SHARES BY THE OWNERS OF ALL LOTS. 6. MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF THE PRIVATE BIORETENTION BMP LOCATED UPON OR WITHIN THE PRIVATE STORM DRAINAGE UTILITY EASEMENT ACROSS LOT 4 GRANTED TO LOTS 1, 2, AND 3, AS SHOWN ON SHEET 3 OF 3, SHALL BE THE COLLECTIVE RESPONSIBILITY OF ALL LOTS. THE COSTS OF SAID MAINTENANCE, REPAIR AND/OR RECONSTRUCTION SHALL BE BORNE IN EQUAL SHARES BY THE OWNERS OF ALL LOTS. 7. MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF THE PRIVATE SEWER SYSTEM LOCATED UPON OR WITHIN THE PRIVATE SEWER EASEMENT ACROSS LOT 1 GRANTED TO LOT 2, AS SHOWN ON SHEET 3 OF 3, SHALL BE THE RESPONSIBILITY OF LOT 2. THE COSTS OF SAID MAINTENANCE, REPAIR AND/OR RECONSTRUCTION SHALL BE BORNE BY THE OWNER OF LOT 2. 11. THE PRIVATE SEWER EASEMENT OVER LOT 4, AS SHOWN ON SHEET 3 OF 3, IS HEREBY RESERVED 8. MAINTENANCE, REPAIR AND/OR RECONSTRUCTION OF THE PRIVATE SEWER SYSTEM LOCATED UPON AND GRANTED TO THE OWNERS OF LOTS 1 AND 2, FOR THE PURPOSE OF OPERATING, OR WITHIN THE PRIVATE SEWER EASEMENT ACROSS LOT 3 GRANTED TO LOT 2, AS SHOWN ON MAINTAINING AND RECONSTRUCTING THE PRIVATE SEWER FACILITIES, TOGETHER WITH THE RIGHT SHEET 3 OF 3, SHALL BE THE RESPONSIBILITY OF LOT 2. THE COSTS OF SAID MAINTENANCE, OF INGRESS AND EGRESS FOR SUCH PURPOSES. REPAIR AND/OR RECONSTRUCTION SHALL BE BORNE BY THE OWNER OF LOT 2. PUBLIC UTILITY EASEMENT PROVISIONS A PUBLIC UTILITY EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ALL UTILITIES SERVING SUBJECT PLAT AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON LOT 1 AS SHOWN ON SHEET 3 OF 3 IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDER GROUND CONDUITS CABLES, PIPE, AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION WITH ELECTRIC, TELEPHONE, GAS, TELEVISION CABLE AND OTHER UTILITY SERVICES TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS, TRACTS AND COMMON AREAS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. SAID EASEMENT BENEFITS LOTS 1-4. STORMWATER PROVISIONS A STORMWATER MANAGEMENT FACILITY IS TO BE CONSTRUCTED ON LOT 3 AND LOT 4 FOR THE BENEFIT OF LOTS 1 THROUGH 4, AS APPROVED BY THE CITY OF EDMONDS. THE APPROVED PLANS ARE ON FILE WITH THE CITY OF EDMONDS UNDER FILE NUMBER PLN20140045. CONSISTENT WITH THIS APPROVAL THE FOLLOWING IS THE NEW IMPERVIOUS SURFACE ALLOTTED FOR EACH LOT: NEW IMPERVIOUS AREAS PER DRAINAGE REPORT DRIVING SURFACE (PGIS) ROOFTOP & PATIOS (NPGIS) LOT 1 1 200SF ASPHALT REPLACEMENT IN LIEU OF GRAVEL EXISTING TO REMAIN: 1,986 SF LOT 2 1,100 SF 3,150 SF LOT 3 2,280 SF 3,000 SF LOT 4 1,470 SF 3,000 SF *AS PROVIDED BY DONNA L BRESKE, PE, LLC ON ROAD, DRAINAGE & UTILITY PLAN FOR JAY YOUNG 4-LOT SHORT PLAT SHEET 4 OF PUBLIC STORMWATER UTILITY EASEMENT A PERMANENT ACCESS EASEMENT IS HEREBY GRANTED TO THE CITY OF EDMONDS FOR ACCESS AND INSPECTION OF ANY AND ALL AREAS WITHIN ALL LOTS OF THIS SHORT PLAT THAT MAY NOW, OR i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o /-N88'25'36"W 26.25' N L OO fit' I Op-1 ail QC5- o 6� TPN:27033600117100 FOUND 1/2" REBAR & CAP "PCS LS 37536", 0.1'E. OF LN. (7/16) PRIVATE ACCESS & UTILITIES EASEMENT TO BENEFIT LOTS 2, 3, & 4 PUBLIC UTILITY EASEMENT (SEE DETAIL RIGHT) TPN: 27033600111300 PRIVATE SEWER EASEMENT TO BENEFIT LOT 2 (SEE DETAIL RIGHT) PUBLIC FIRE TURNAROUND EASEMENT (SEE DETAIL RIGHT) FOUND 1 /2" REBAR & CAP "L-S&A 9891", 0.1'E. OF LN. (7/16) TPN:27033600117200 oO�g°o �p 00 10' PRIVATE SEWER EASEMENT TO BENEFIT LOTS 1 & 2 FOUND IRON PIPE 0.1'E. & 0.3' SOUTH OF CORNER (7/16) r D iA O I p TPN:27033600108700 M_ TPN:27033600109700 r © O Z o 0 to to to 0 N z N88'25'36"W 140.10' a I I FOUND 3/4" PINCH SET 5' Qo PIPE, 0.2'N. OF LN OFFSET I (7/16) CORNER EX BUILDING 1 --�----i f (22,248 S.F.) f TPN 270336001 09600 j (46,625 S.F.) f PRIVATE INGRESS/EGRESS t f EASEMENT PER RECORDING #201705090800 �\ ------------ PUBLIC FIRE TURNAROUND EASEMENT (SEE DETAIL RIGHT) i I GIx - ----I L2 PRIVATE SEWER N88'18'09"W 115.43' _ EASEMENT TO ---1-4A BENEFIT LOT 2 10.0' PRIVATE DRAINAGE S Fy 9 EASEMENT TO BENEFIT LOT 1 46.1' � 2v ors � o F s b+o�J��9� 4-1 i F 6' �O u' 4 (8,150 S.F.) 10' PRIVATE SEWER EASEMENT TO BENEFIT LOT 3 _ 10' PRIVATE SEWER EASEMENT TO BENEFIT LOT j , w 0 tO z 2 (8,002 S.F.) N88'18'09"W 77.92' 20.0' PRIVATE DRAINAGE EASEMENT TO BENEFIT LOTS 1 & 2 3 I (8,225 S.F.) 22.0' PRIVATE DRAINAGE rEASEMENT TO BENEFIT If LOTS 1, 2, & 4 72.68 PRIVATE DRAINAGE N88'26'36"W 166.99' N88'25'36"W r EASEMENT TO FOUND 1-1/4" IRON 7.57' BENEFIT PIPE W/ CEDAR PLUG �, LOTS 1, 2 & 3 W/ TACK (7/16) TPN:27033600109800 TPN:27033600109300 FOUND 1 /2" REBAR & CAP W/ Q SMASHED CAP "VL-667-" z 15' PUBLIC SEWER EASEMENT PER 0.3' EAST OF LINE (7/16) ( REC. NO. 201709010250 EX 5' PUBLIC SEWER EASEMENT FOUND 1 /2" REBAR & PER REC. NO. 1982561 CAP "FORD 30433" (7/16) FOUND IRON PIPE 0.4'E. OF LN. (7/16) - 94.31' C3 0) In cV O O N r O z 0 O rn co 0 0 0 ro to 0 I,- 499.08' , LINE TABLE LINE BEARING DISTANCE L1 N 48'23'49" W 11.10' L2 N 89'55'29" W 1.50' L3 S 48'23'49" E 25.00' L4 S 00'04'31" W 6.00' L5 S 48'23'57" E 18.43' L6 S 89'55'29" E 23.00' L7 N 89'41'37" E 22.52' L8 N 00'04'31" E 15.00' L9 S 89'41'37" W 22.52' L10 N 89'41'37" E 25.77' L11 S 00*18'23" E 22.00' L12 S 89'41'37" W 26.23' L13 S 48'23'49" E 17.79' L14 N 89'55'29" W 1.50' PRIVATE SEWER EASEMENT SCALE 1" = 40' k27N89*04'01 1 "W.04' 7.35 2 11.6' 0.0 3 14, YOUNG SHORT PLAT SE 1/4 OF NE 1/4, SEC. 36, TWP 27N., RGE 3E., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON C U R VE TAB LE CURVE DELTA RADIUS LENGTH Cl 51'26'01" 18.50 16.61 C2 38'33'59" 18.50 12.45 C3 90100'00" 18.50 29.06 C4 90'00'00" 18.50 29.06 C5 92'47'08" 24.00 38.87 C6 91'59'26" 24.00 38.53 GRAPHIC SCALE 1 15 1 30 •i BASIS OF BEARING HELD A BEARING OF NORTH 88'25'36" WEST ALONG THE MONUMENTED CENTERLINE OF 232ND STREET S.W. PRIVATE ACCESS & UTILITIES EASEMENT/ PUBLIC UTILITY EASEMENT PUBLIC FIRE TURNAROUND EASEMENT (PFTE) DETAIL SCALE 1" = 40' SCALE 1" = 40' PFTE GRANTED BY LOT 3 PFTE GRANTED BY LOT 4 rn L7 232ND ST SW PFTE GRANTED BY LOT 1 L10 O :I � J I L12 -----' PFTE GRANTED B�LOT 2 LEGEND 0 FOUND EXISTING CORNER AS DESCRIBED FOUND MONUMENTIN CASE • SET REBAR AND CAP "AXIS 38011" ) SET 5' OFFSET CORNER L9 3 4 232ND ST SW TPN: 27033600109700 �L14 00 J Gt` L2 s� L6 2 4