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APPROVED PLN ENG STM Site PlanPI SW O FND MON IN CASE 0 0.5' BELOW RIM EX. 6" WM- - 2" ROUND CO W/ _ O INVERTED NAIL EX. S. S. M. H. TOP=344.6- INV=337.89 ------------r O EX. 6" WM -SS / 2 SEE ANCE OgAIL C4.0 SS O FND 1 " PIPE 1 x 6 m CB RIM 348.86 1 1 1 1 1 1 1 1 1 1 Know what's below. Call before you dig. UTILITY CONFLICT NOTE. 1 11 \ 1 1 1 11 \ �umurvw it EX. INGRESS, EG SS o, N EASEMENT A.F. N 7801230217 p 10i oco ZI CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCA ON, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN N THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555 POTHOLING ALL OF THE 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 BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 65.00' N 86 O'49" W EX. 6" TO FH TEE EX. C. B RIM=351.24 TOP=351.25 INV=349.01 -6"W - _ L=440.30' ' - R=410.23' =61 *29'42" + C. BEARING S 68°46'01 " E �- - _CORD 419.46' P�-1 04 SPECIES OF TREES TO BELOATED WITHIN 7' CONCRETE THE ROW WILL BE DETERMINED DURING THE PFRSIDTAnF BUILDING PERMIT PHASE OF THE PROJECT. \ CB RIM 351. 4 x I � I T I 1 7 \ �� 27033600100�00 \\ \ EDMONDSWAY ILLC \ \ 9504 EDMONDS WAY a - \- \ EDMONDS, WA.� 9 5 FT IL-i�NG_ t \� SETBAC 1� \ \\ LINE-TYPIL LOT \\ \\\ 2, 3 & 14 \ I c \ 4" YELLOW PERIMET R FIRE LAidE TRIPING (TO BE 0 FSET 6" FRO CURB OR EDGE OF PAVEMENT.) " MIN LETTERING W/ 2" STROKE. COE TR-567 \ CONCRETE EXTRUDED CUB PER CITY OF ED ONDS TR-522 (TYP) I I GCB RI4 351.58 \ 1 � I \� I \ � I \I \ I \ x 9„ \ l I 6 I p \ \ I U - \ - - �wv NE 114, SEC. 36, T. 27 N., R.03 E., W.M. SNOHOMISH COUNTY, WASHINGTON \ T, \ O\ , DS \ 'r \ EXISTING DRIVEWAY APPROACH \ SHALL BE REMOVED AND \ \ REPLACED WITH CURB GUTTER, / PLANTER AND SIDEWALK MATCH NEW CONCRETE SIDEWALK INTO EXISTING ASPHALT WALK AT EAST & WEST ENDS OF FRONTAGE IMPROVEMENT. \ ss EX. S. S. M. H. TOP=34 \ INV=341.14 O MH 15-769 \� TOP=+/-348 � \ =341.9 \ INV=344.74- 12'NW \ D.F.=349.54 \ EX. S. S. M. H. \ \ TOP=350.23 \ INV=343.99 cF 1 Fs 41, 0 I v 1 L 0 T 1 6 27033600102200 TRIMARK-WESTGATE APARTMENTS LLC 22816 EDMONDS WAY EDMONDS, WA. 98020 EXISTING RETIREMENT HOUSING BUILDING IiCISANEN7ERPRISES J,� SCALE: F' = 20' 20 10 0 20 40 COVERAGE CALCULATIONS MAX COVERAGE ALLOWED 45% PER EDC 16.30.030 TABLE A 3 1, 16 7 SF x 45% = 14,025 SF PROPOSED COVERAGE = 12,396 SF UTILITY CONTACT LIST SANITARY SEWER: OLYMPIC VIEW WATER & SEWER DISTRICT 8128 228TH STREET SW EDMONDS, WA 98026 (425) 774-7769 WATER: OLYMPIC VIEW WATER & SEWER DISTRICT 8128 228TH STREET SW EDMONDS, WA 98026 (425) 774-7769 ELECTRIC: SNOHOMISH COUNTY P.U.D. 21018 HIGHWAY 99, EDMONDS 98026 (425) 670-3200 GAS: PUGET SOUND ENERGY 10885 NE 4TH ST BELLEVUE, WA 98004 (425) 452-1234 CABLE: COMCAST 12645 STONE AVE N SEATTLE (877) 824-2288 FIRE DEPARTMENT. EDMONDS FIRE DISTRICT (SOUTH COUNTY FIRE DISTRICT #1) 121-5TH AVENUE NORTH (EDMONDS CITY HALL) FIRE MARSHAL: (425) 771-0213 SCHOOL: EDMONDS SCHOOL DISTRICT 20420 68TH AVE WEST LYNNWOOD, WA 98036 (425) 431-7000 REFUSE/RECYCLE: REPUBLIC SERVICES 1600 127TH AVENUE NE BELLEVUE, WA. 98005 (206) 682-9730 NOTES: 1. A SEPARATE RIGHT-OF-WAY PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. 2. THE PAINTED STOP BARS, CROSS WALKS ETC. WILL BE RESTRIPED AS REQUIRED PRIOR TO PROJECT COMPLETION. J. EXISTING TRAFFIC LOOPS SHALL REMAIN IN -TACT AND/OR BE REPLACED AS NEEDED TO MAINTAIN PROPER DETECTION OF VEHICLES APPROACHING THE INTERSECTION. 4. THE CONTRACTOR/PROPERTY OWNER TO CONTACT THE ENGINEERING DIVISION BY EMAIL AT ENGINEERINGPERMITS@EDMONDSWA.GOV 2-WEEKS IN ADVANCE OF THE REQUESTED SIGN FABRICATION. BUILDING CALCULATIONS BUILDING A B C D AVERAGE GRADE MAX A 349.89 348.79 352.25 353.34 351.07 381.07 B 351.10 352.59 357.20 356.74 354.41 384.41 C 356.30 357.35 358.28 357.50 I 357.48 387.48 D 355.15 356.16 357.13 356.00 356.11 386.11 * HEIGHT MAXIMUM 30', PER ECDC 16.30.030.ACD. ALL AREAS OVER 25' HAVE A SLOPE OF AT LEAST 4112. LEGEND ►�i EXISTING MONUMENT (AS SHOWN) �Oa SECTION 114 CORNER NOT FOUND (0 SECTION CORNER NOT FOUND FOUND REBAR/CAP OR I.P. (IRON PIPE) (C) CALCULATED (P) PLAT (M) MEASURED TBR TO BE REMOVED R. 0. W. RIGHT-OF-WAY P.O.B. POINT OF BEGINNING q CENTERLINE CLF CHAIN LINK FENCE WDF WOOD FENCE W. S. WATER SURFACE EOP EDGE OF PAVEMENT BOW BACK OF WALK EJCB STORM DRAIN CATCH BASIN (CB) 0 SD STORM DRAIN MANHOLE (SDMH) 0 SS SANITARY SEWER MANHOLE (SSMH) 000 SANITARY SEWER CLEAN OUT (CO) -C)-P POWER POLE _0GP GUY POLE ❑ WM WATER METER >< WATER VALVE WV FMB MAILBOX E-- UTILITY POLE ANCHOR FIRE HYDRANT (2 NOZZLE) TYPE I NGPA SIGN PROPOSED WATER PROPOSED SANITARY SEWER PROPOSED STORM DRAINAGE PROPERTY LINE X X EXISTING FENCE LINE /// //1 EDGE OF PAVEMENT xxx EXISTING CONTOURS PROPOSED CONTOURS PRE-EXISTING DRAINAGE PATTERN UTILITIES (POWER, CABLE, TELEPHONE) TRANSFORMER BOX © POWER VAULT (MR) TO BE REMOVED FDIC FIRE DEPARTMENT CONNECTION CENTERLINE XXX PROPOSED CONTOUR PROPOSED STORM w/CB PROPOSED SEWER BOUNDARY PROPOSED CONCRETE AREA GAS GAS LINE -OH-OH-OVERHEAD POWER LINE SD EXISING DRAINAGE FM FM EX. FORCE MAIN -SS-SS-EX. SEWER W W EX. WATER BUILDING SETBACKS FRONT 15' SIDE 10' BACK 15' REV. NO. I DESCRIPTION I INITIALS I DATE 0810312020 228th St SW s' yL;il� N W E S Q 2311, 11 SW VICINITY MAP SCALE. 1"=2000' 228th St SW I IMPERVIOUS AREAS BREAKDOWN TOTAL PGIS = 10,503 S.F. TOTAL NPGIS = 13,155 S.F. ---------- --------------------- TOTAL IMPERVIOUS AREA = 23,658 S.F. EQUMMENTAND PROCEDURE BASIS OF BEARING: THE CENTERLINE OF SR-104 AS MONUMENTED PER PLAT OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 2377087, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. BM NORTH RIM OF MONUMENT CASE AT THE PC AS SHOWN HEREON. ELEVATION : 351.66 DATUM : OLYMPIC VIEW WATER DISTRICT (M.L.L.W.) VERTICAL DATUM: NAVD 88 N.A.V.D 88-3.64'=NGVD '29 (MSL) ENGINEER/CONTACT SUR UEYOR INSIGHT ENGINEERING COMPANY GREENE LAND SURWWNG P.O. BOX 1478 7408 164TH ST SW EVERETT, WA 98206 LYNNWOOD, WA. 98087 CONTACT: BRIAN R. KALAB, P.E. PH. (206) 498-0979 PH: (425) 303-9363 EMAIL: GUY@GREENESURVEYING.COM FAX. (425) 303-9362 EMAIL: INFO@INSIGHTENGINEERING. NET APPLICANT/OWNER KISAN ENTERPRISE, LLC 20607 STATE ROUTE 9 S.E. SNOHOMISH, WA. 98296 PH. (425) 402-9900 FAX: (425) 489-0222 LEGAL DESCRIPTION COMMENCING AT A POINT ON THE SOUTH LINE OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST W.M., IN SNOHOMISH COUNTY, WASHINGTON, DISTANT SOUTH 88'14'33" WEST 800.21 FEET FROM THE SOUTHEAST CORNER OF SAID NORTH HALF AND RUNNING THENCE ALONG SAID SOUTH LINE SOUTH 88'14'33" WEST 55.00 FEET; THENCE NORTH 3'09'11" EAST 523.66 FEET TO THE SOUTHERLY MARGIN OF THE COUNTY ROAD, THENCE ALONG THE SAID SOUTHERLY MARGIN ON A CURVE TO THE RIGHT HAVING A RADIUS OF 380.28 FEET- WHOSE TANGENT AT THIS POINT BEARS NORTH 89'00'24" EAST A DISTANCE OF 140.80 FEET THENCE SOUTH 12'4021 " WEST 510.23 FEET TO THE TRUE POINT OF BEGINNING,• EXCEPT THAT PORTION THEREOF LYING SOUTHWESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBED 160 FEET NORTHEASTERLY FROM THE SOUTHEAST CORNER THEREOF AND RUNNING THENCE NORTH 2127'50" WEST TO INTERSECT THE WESTERLY LINE OF THE TRACT HEREINABOVE FIRST DESCRIBED; EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHIINGTON UNDER RECORDING NUMBER 2185473. INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET SITE ADDRESS: 22810 EDMONDS WAY EDMONDS, WA 98020 TAX ACCOUNT NO.'S: 27033600102300 NE 114, SEC. 36, T. 27 N., R.03 E., W.M. KISAN ENTERPRISES DWG FILENAME DESIGNED BY. DATE: I SCALE. JOB NO.: 201062-FINAL.DWG I SPC 06-01-2020 1 "=2020-1062 SHEET SITE PLAN I ,S' 1