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Permit File 802 26th Street
FINAL INSPECTION CHECKLIST 0 U.)\ Pic, K of 0 01th Inspection Date: Address: SOD c?/o`b Permit No.ZrACI SC4 ate: CQ 0-Q4 Zone: e/''D Owners Name: OhU? ir) ) erO S Owners Address: 1557 mernnriaP Contractors Name: Occupancy Group: fe_3 Consruction Type: X N a h2_ Variances: (A- Safety Glass: (`)\<, `_Sot,Q Sewer Fee Paid: C) /« Hand Rails: Sewer Inspected: 1r, Guard Rails: CD% WSEC Compliance: el)`C., Traps: tt// Attic Access: OK, l'4.11 Stove: ©V Smoke Detectors: D L Water Pressure: (9 V— C0C2 Pc-\I T&P Drain: House Numbers: a� Insulation Cert: 6 14=Th Site Drainage: 1i`�� Radon Test Kit: 11-.a-c{ Curb Cut: V� Garage House Door: nv__ Crawl Space Insul: O4 Bedroom Windows: ?)`RR�� Crawl Space Access: ©\e. Water Heater Strap: ble- Vapor Barrier: ©1//` D.W. Air Gap: DV-- Water MeterBox: D� Auto Garage Door: OK----- Outside Caulking: D Exterior Decks/Landings: OK Exh. Duct/Dryer Vent Dampers: U 4 INSULATION CERTIFICATE 029573 CHRISTENSON BROTHERS, INC. 802 26TH ST. 1557 B MEMORIAL HIGHWAY ANACORTES MT. VERNON, WA. 98273 2 STORY 4-PLEX-GARAGES UNDER GAS HEAT Tvge of Material Manufacturer Thickness, So Ft Covered R Value Width R Bags Wt/Bag AIR SEAL 44°CORRUGATED CARDBOARD BAFFLES @ 50 PKGNOT APPLICABLE 82.00 HBR BACKER ROD 3/8' NOT APPLICABLE Total Sq Ft Installed: 82.00 ATTIC BLOW INSUL-SAFE III BLOWING WOOL CERTAIN-TEEDCERTAINTEED 12.50 3350.00 30 66.00 35.00 Total Sq Ft Installed: 3350.00 GROUND COVER 6 MIL 10'x100" BLACK POLY @ 1000 NOT APPLICABLE 2000.00 Total Sq Ft Installed: 2000.00 WRAP WATER PIPES • R-8 UNFACED CERTAINTEED CERTAINTEED 2.50 80.00 6 7/8' ID 6' FOAM PIPE WRAP @ 282 PIECENOT APPLICABLE 78.00 Total Sq Ft Installed: 156.00 EXTERIOR WALLS R-19 UNFACED OWENS-CORNING OWENS-CORNING 6.25 2685.00 19 4 NIL 8'x100' CLEAR POLY @ 800 NOT APPLICABLE 3000.00 Total So Ft Installed: 5665.00 RIM JOISTS R-19 UNFACED OWENS-CORNING OWENS-CORNING 6.25 149.00 19 Total Sq Ft Installed: 149.00 SKY-LIGHTS R-19 UNFACED OWENS- CORNING OWENS-CORNING 6.25 639.00 19 Total Sq Ft Installed: 639.00 SOUND WALLS R-11 UNFACED CERTAINTEED CERTAINTEED 3.50 2200.00 11 Total Sq Ft Installed: 2200.00 GARAGE CEILING UNDERHEAT R-19 UNFACED OWENS-CORNING OWENS-CORNING 6.25 135'5.00 19 Total Sq Ft Installed: 1395.00 CANTILEVER FLOORS R-19 UNFACED OWENS-CORNING OWENS-CORNING 6.25 40.00 19 Total Sq Ft Installed: 40.00 UNDERFLOOR R-19 UNFACED OWENS-CORNING OWENS-CORNING 6.25 1958.00 19 Total Sq Ft Installed: 1958.00 Remarks: • BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD93-0425 P.O. BOX 547 APPLIED: 09/27/93 ANACORTES, WA 98221 ISSUED: 06/02/94 (206) 293-1901 EXPIRES: 06/02/95 SITE ADDRESS: 802 26TH ST ASSESSOR'S PARCEL NO. : 3814-005-020-0005 PROJECT DESCRIPTION: New 4 Unit Townhouse — OWNER — CONTRACTOR — LENDER CHRISTENSON BROS CHRISTENSON BROS 1557 MEMORIAL HWY 1557 MEMORIAL HWY MT VERNON WA 98273 MT. VERNON WA 98273 424-8766 424-8766 CHRISB108800 TYPE OF WORK NEW AREA (sf) VALU. . . $: 298000 TYPE OF USE *MP LOT • 9000 REQUIRED SETBACKS---- CENSUS CATEGORY • 104 1ST FLR • 1789 FRONT • 20 ft ZONING 2ND FLR • 3361 SIDE • 15 ft :RM • BASEMENT • 0 REAR • 20 ft OCCUPANCY GROUP GAR/CARPORT. . . : 1432 REQUIRED PARKING-- :R1 :7 :2 : 7 • OTHER • 453 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 :5N :? : ? :? NUMBER OF UNITS • 4 COMPACT • 0 OCCUPANT LOAD STORIES • 2 IMPRV SURF. : 0 sf 0 : 0 : 0: 0: BUILDING HEIGHT. : 0 ft FEES — NOTES Code Amount---- By- Date---- Receipt ESPL $ -100. 00 MD 06/02/94 2534 PLCR $ 866.13 MD 06/02/94 2534 PRMT $ 1332 .50 MD 06/02/94 2534 STBC $ 4.50 MD 06/02/94 2534 IMPT $ 1600. 00 MD 06/02/94 2534 MISC $ 80. 00 MD 06/02/94 2534 INSP $ 200. 00 MD 06/02/94 2534 SEWR $ 9988. 00 MD 06/02/94 2534 TOTAL $ 13971. 13 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. d Issue by Applicant or Owner's Signature nature 5 24 Hour Notice Required For All Inspections bld prmt, Rev: 06/11/92 4 t PLUMBING PERMIT CITY OF ANACORTES PERMIT NO. : PLM94-0016 P.O. BOX 547 APPLIED: 05/26/94 ANACORTES, WA 98221 ISSUED: 06/02/94 (206) 293-1901 EXPIRES: 06/02/95 SITE ADDRESS: 802 26TH ST ASSESSOR' S PARCEL NO. : 3814-005-020-0005 PROJECT DESCRIPTION: New 4 Unit Townhouse — OWNER — CONTRACTOR CHRISTENSON BROS 1557 MEMORIAL HWY MT VERNON WA 98273 424-8766 TYPE OF WORK •NEW KIT SINKS W/DISP: 4 WTR PIPING/TREAT: 0 TYPE OF USE •COM WASHING MACHINES: 4 HOSE BIBBS • 0 ELEC WTR HEATERS: 0 GREASE TRAPS • 0 WATER CLOSETS. . . : 8 LAUNDRY TRAYS. . . : 0 ADD'L FIXTURES. . : 1 BATH TUBS • 8 URINALS • 0 SHOWERS • 0 WASTE INTERCEPT. : 0 DISHWASHERS • 4 DRINKING FOUNT. . : 0 LAVATORIES • 8 FLOOR DRAINS • 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 279. 00 MD 06/02/94 2534 TOTAL $ 279.00 I hereby acknowledge that I have read this permit and state the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections plmjrmt, Rev: 06/11/92 MECHANICAL PERMIT CITY OF ANACORTES PERMIT NO. : MEC94-0064 P.O. BOX 547 APPLIED: 05/26/94 ANACORTES, WA 98221 ISSUED: 06/02/94 (206) 293-1901 EXPIRES: 06/02/95 SITE ADDRESS: 802 26TH ST ASSESSOR'S PARCEL NO. : 3814-005-020-0005 PROJECT DESCRIPTION: New 4 Unit Townhouse — OWNER — CONTRACTOR CHRISTENSON BROS 1557 MEMORIAL HWY MT VERNON WA 98273 424-8766 TYPE OF WORK. . . :NEW BOILERS/COMPRESSORS- DOMES. INCIN • 0 TYPE OF USE •COM 0-3 HP • 0 COMML. INCIN • 0 3-15 HP • 0 RELOC/REPAIR. . . : 0 FUEL TYPES 15-30 HP • 0 CLOTHES DRYERS. : 4 : /GAS/ / / : 30-50 HP • 0 GAS WTR HEATERS: 4 FURN < 100K BTU: 4 50+ HP • 0 STOVE, APPLI. . . : 0 FURN >=100K BTU: 0 AIR HANDLING UNITS-- FIRE LOG/LITE. . : 4 FURN - FLOOR. . . : 0 <= 10000 cfm. : 0 WOODSTOVES • 0 UNIT HEATERS. . . : 0 > 10000 cfm. : 0 OTHER UNITS • 0 VENT FANS • 0 EVAP COOLERS. . . : 0 GAS OUTLETS • 4 VENT SYSTEMS. . . : 8 HOODS • 0 VENT W/O APPLI. : 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 184. 00 MD 06/02/94 2534 TOTAL $ 184. 00 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections mec_prmt, Rev: 06/11/92 DRAINAGE ANALYSIS ��u� FOR CHRISTIANSON BROTHERS - '' FOUR-PLEX IN Tana()) ANACORTES, WASHINGTON May 24, 1994 Job No. 94092 Narrative: The following drainage analysis examines the existing and developed storm runoff conditions for a proposed four-plex development in Anacortes. The project is located at the intersection of R Avenue and 26th Street in Anacortes, Washington. Stormwater calculations will conform to the requirements established by the Stormwater Management Manual for the Puget Sound Basin and the City of Anacortes. Existing Conditions: This property consist of 0.25 acres of undeveloped land. Storm runoff from the site does not follow any specific course because the site is generally flat. Most stormwater likely infiltrates into the ground. Twenty-sixth Street abuts the south side of the property and R Avenue abuts the east side of the property. There is an existing catch basin on 26th Street along the curb approximately 50 feet west of R Avenue. Runoff from 26th Street flows through this catch basin and a 12-inch line into another catch basin located on R Avenue and from that point discharges to the southeast. Developed Conditions: The developed site will have one building for residential use. Together with asphalt and concrete improvements, the impervious areas make up 0.13 acres. Landscaping will cover 0.12 acres. Stormwater will be collected in an underground pipe detention system that released runoff to the existing storm catch basins along 26th Street. Stormwater release rates are: existing two-year at the two-year developed storm existing five-year at the five-year developed storm existing ten-year at the ten-year developed storm existing 25-year at the 25-year developed storm existing 100-year at the 100-year developed storm to ed Desi Developed n:ep a Basin summaries have been developed for the existing and developed conditions. This basin information is contained at the end of this report in Appendix A, titled Basin Summaries. Storm detention is provided in 80 linear feet of 24-inch diameter arch pipe. This pipe forms a storage structure listed in Appendix A as P3. The design of the orifice control structure was done using the two-year,five-year, 25-year, and 100-year storm intervals. This provide four orifices which control the release rate for all five storm intervals. The size and elevations of these orifices are listed within the Discharge Structure List on page 7 of Appendix A. The performance of this proposed storm detention system at the 2-, 5-, 10-, 25-, and 100- year developed storm intervals, together with the storage levels and volumes, is listed within the Level Pool Table Summary on page 8 of Appendix A. Conclusion: The highest stage elevation occurs during the 100-year storm at 135.21 feet. This elevation allows full utilization of the 24-inch arch pipe used for containment, yet is 1.2 feet less than the top of catch basin no. 1, which is 136.5 feet. f:\doce\epec\94092-1.whn 5/24/94 Leonard Baudinot ".< Sk:od.)E page I. CHRISTENSON BROHTERS JOB No. 94092 BASIN SUMMARY BASIN ID: 100E NAME: 100 YEAR EXISTING STORM SBUH METHODOLOGY TOTAL AREA, • 0. 25 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE TYPE1A PERVIOUS AREA PRECIPITATION.I. . . .. : 3. 20 inches AREA. . : 0. 25 Acres TIME INTERVAL.. . . . : 10. 00 min CN. . . . : 90. 00 TIME OF CONC • 25. 48 min IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 0. 00 Acres CNI. . . . . 98. 00 TcReach - Sheet L: 125. 10 ns: 0, 2400 p2yr: 1 . 20 s: 0, 0250 PEAK RATE: 0. 10 cfs VOL: 0.05 Ac-ft TIME: 480 min BASIN ID: 'LO :rP NAME: 100 YEAR PROPOSED STORM SBUH METHODOLOGY TOTAL AREA. . . , 0. 25 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE. . . . : TYPE1A PERVIOUS AREA PRECIPITATION, . , , : 3.20 inches AREA. . : 0. 12 Acres TIME INTERVAL. . . . : 10. 00 min CN 90. 00 TIME OF CONC. . . , , : 6. 17 min IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 0. 13 Acres CN. . . . : 98. 00 TcReach - Sheet L: 34. 00 ns: 0. 1500 p2yr: 1 .20 _: 0. 0250 PEAK RATE: 0. 15 cfs VOL: 0. 05 Ac-ft TIME: 480 min BASIN ID: 10E NAME: 10 YEAR EXISTING STORM SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0, 25 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE. . . . : TYPE1A PERVIOUS AREA PRECIPITATION • 2. 10 inches AREA. . : 0. 25 Acres TIME INTERVAL. . . . : 10. 00 min CN. . . . : 90. 00 TIME OF CONIC • ':25. 48 min IMPERVIOUS AREA ABSTRACTION COEFF: 0, 20 AREA. . : 0.00 Acres CN. . . . : 98.00 TcReach - Sheet L.: 125.00 ns: 0, 2400 p2yr: 1 . 20 s: 0.025r0 PEAK RATE: 0. 05 cfs VOL: 0. 02 Ac-ft TIME: 490 min 5124/94 Leonard Boudinot & Skodie page -- CHRISTENSON BROHTERS JOB No. 94092 BASIN SUMMARY BASIN ID: 10P NAME: 10 YEAR PROPOSED STORM SEIUH METHODOLOGY TOTAL AREA 0. 25 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE TYPE1A PERVIOUS AREA PRECIPITATION, , . . : 2. 10 inches AREA, . : 0. 12 Acres TIME INTERVAL. . . . : 10. 00 min CN. . . . : 90. 00 TIME OF CONC • 6. 17 min IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 0. 13 Acres CN. . . . : 98, 00 TcReach - Sheet L: 34. 00 ns: 0. 1500 p2yr: 1 . 20 s: 0. 0250 PEAK RATE: 0. 09 cfs VOL: 0. 03 Ac-ft TIME: 480 min BASIN ID: 25E NAME: 25 YEAR EXISTING STORM SBUH METHODOLOGY TOTAL AREA . . . . . . . : 0. 25 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE. , . . : TYPE1A PERVIOUS AREA PRECIPITATION. . . . : 2. 50 inches AREA. . : 0. 25 Acres TIME INTERVAL. . . . : 10. 00 min CM. . . . : 90. 00 TIME OF GONG. . . . . : 25. 43 min IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 0. 00 Acres EN. . . ^ . 98.00 TcReach - Sheet L: 125. 00 ns: 0. 2400 p2yr: 1 . 20 s: 0. 0250 PEAK RATE: 0. 07 cfs VOL: 0.03 Ac-ft TIME: 480 min BASIN ID: 25P NAME: 25 YEAR PROPOSED STORM SBUH METHODOLOGY TOTAL AREA. . , ,, • 0. 25 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE TYPE1A PERVIOUS AREA PRECIPITATION 2. 50 inches AREA. , : 0. 12 Acres TIME INTERVAL. . . . : 10.00 min CN • 90. 00 TIME OF CONC • 6, 17 min IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 0. 13 Acres CN. . . . : 98. 00 TcReach - Sheet L: 34. 00 ns: 0, 1500 p2yr: 1 ^ 20 s: 0.0250 PEAK RATE: 0. 11 cfs VOL: 0, 04 Ac-ft TIME: 480 min 5/24/94 Leonard Boudinot & Skodie page - CHRISTENSON BROHTERS JOB No. 94092 BASIN SUMMARY BASIN ID: 2E NAME: 2 YEAR EXISTING STORM SBUH METHODOLOGY TOTAL AREA • 0. 25 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE. . . , : TYPE1A PERVIOUS AREA PRECIPITATION, • 1 . 20 inches AREA. . : 0. 25 Acres TIME INTERVAL 10.00 min ON. . . . : 90. 00 TIME OF CONC • 25. 48 min IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 0. 00 Acres CN. . . . : 98. 00 TcReach - Sheet L: 125. 00 n5: 0. 22400 p2yr: 1 . 20 s: 0, 0250 PEAK RATE: 0. 02 cfs VOL: 0. 01 Ac-ft TIME: 490 min BASIN ID: 2F NAME: 2 YEAR PROPOSED STORM SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0. 25 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE. . . . : TYPE1A PERVIOUS AREA PRECIPITATION. . . . : 1 . 20 inches AREA. . : 0. 12 Acres TIME INTERVAL. . . . : 10. 00 min CN • 90. 00 TIME OF CONC • . 1? min IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 0. 13 Acres CM. . . . : 98. 00 TcReach - Sheet L: 34. 00 ne': 0. 1500 p2yr: 1 . 20 s: 0. 0250 PEAK RATE: 0. 04 cfs VOL: 0.02 Ac-ft TIME: 480 min li BASIN ID: 5E NAME: 5 YEAR EXISTING STORM SBUH METHODOLOGY TOTAL AREA • 0. 25 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE. . . . : TYPE1A PERVIOUS AREA PRECIPITATION • 1 . 80 inches AREA. . : 0. 25 Acres TIME INTERVAL. . . . : 10.00 min ON. . . . : 90. 00 TIME OF CONC. • 25. 43 min IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 0. 00 Acres ON. . . . : 98.00 TcReach - Sheet L: 125. 00 ns: 0. 2400 p2yr: 1 , 20 s: 0.0250 PEAK RATE: 0. 04 cfs VOL: 0. 02 Ac-ft TIME: 490 min • 5/24!94 Leonard Boudinot &. Skodje page q CHRISTENSON BROHIERS JOB No. 94092 -- - BASIN SUMMARY BASIN ID: 5P NAME: 5 YEAR PROPOSED STORM SBUH METHODOLOGY TOTAL AREA 0. 25 Acres BASEFLOWS: 0. 00 cfs RANFALL TYPE TYPEIA PERVIOUS AREA PRECIPITATION, . . . : 1 . 80 inches AREA. . : 0. 12 Acres TIME INTERVAL. . . . : 10, 00 min CN • 90. 00 TIME OF CONC 6. 17 min IMPERVIOUS AREA ABSTRACTION COEFF: 0. 20 AREA. . : 0. 13 Acres CN 98. 00 TcReach - Sheet L: 74. 00 ns: 0. 1500 p2yr: 1 . 20 s: 0. 0250 PEAK RATE: 0, 07 cfs VOL: 0. 03 Ac-ft TIME: 480 min 5/24/94 Leonard Boudinot & Skodje Page 5 CI-IRISTENSON BROHTERS JOB No. 94092 HIYDROGRAPH SUMMARY 1 PEAK TIME VOLUME MVO RUNOFF OF OF Contrib NUM RATE PEAK( HYDRO Area cfs min. cf-AcFt Acres 415 -- ---i-- i7.i 1b 490----- • "-"- ------------ 2 0. 037 490 840 cf 0.25 3 0. 049 490 1071 cf 0.25 4 0.066 480 1389 cf 0.25 5 0.096 480 1968 cf 0. 25 6 0.040 48i 1 664 cf 0.25 7 0.071 420 1147 cf 0.25 8 0.087 480 1398 cf 0. 25 9 0. 108 480 1738 cf 0. 25 I 10 0. 146 480 2345 cf 0.25 F L.5 0.017 550 665 _f 0.25 16 0,042 510 1148 ct 0.25 L7 0. 053 510 1398 ct 0. 25 18 0.075 500 1739 ct 0.25 19 0. 107 500 2346 cf 0. 25 5/24/94 Leonard Boudinot &. Sk:odJe page 6 CHRISTENSON BROHTERS JOB No. 94092 STORAGE STRUCTURE LIST UNDERGROUND PIPE ID No. P3 Description: 24 ARCH CMP Diameter: 2. 00 ft. Length: 80. 00 ft. Slope. . . : 0. 0040 ft/ft j 5/24/94 Leonard Bnudznot & Gkodje page 7 CHRISTENSpN BROHTERS JOB No. 94092 ____-~.._~-_-, DISCHARGF STRUCTURE LIST MULTIPLE ORIFICE ID No. 01 Description: ORIFICE Outlet Elev: 133. 00 Elev: 131 ^ 50 ft Orifice Diameter: 0.8300 in. Elev: 133" 80 ft Orifice 2 Diameter: 1 " 1600 in. Elcv» 171. 1Q ft Orifice 7 Diameters 0- 0700 in. Elev: 134"30 ft Orifice 4 Diameter: 0. 7500 in. Elev: 134" 50 ft Orifice 5 Diameter: 0. 9600 in. / ' | � | � � / ' ^ ! � � / ' � | • 5/24/94 Leonard Boudinot & Skodie page S CHRISTENSON BROHTERS JOB No. 94092 • LEVEL POOL TABLE SUMMARY MATCH INFLOW -5T0- -DIG- <-PEAK-> STORAGE <-----OESCR.IPTION > (cfs) ids) --id- —id- t-STAGE> id VOL CO) 2 YEAR STORM 0.02 0.04 P3 01 133.79 15 69.06 5 YEAR STORM 0.04 0.07 P3 01 134.16 16 125.65 10 YEAR STORM 0.05 0.09 P3 01 134.37 17 158.12 25 YEAR STORM 0.07 0.11 P3 01 134.63 18 196.28 100 YEAR STORM 0.10 0.15 P3 01 135.21 19 250.24 a� a a cii,E FOUND ROCK NAIL IN LEGAL DESCRIPTION INTERSECTION h-------------- 22nd — N 89°5911 E _ — — - --�) 380.16' LOTS IS THROUOI-1 20, INCLUSIVE, ALL IN BLOCK 5, OF AMENDED • Z PLAT OF "SHANNON'S FIRST ADDITION" TO THE CITY OF ANACORTES O AS PER PLAT RECORDED IN VOLUME 3 OF PLATS, AT PACE 8, (0 RECORDS OF SKACIT COUNTY, WASHINGTON.-1 O F A mo 2(t z I N 89°5956" W • N 89°5q'56" W LEGEND C�� — 0.... N 380.05' — — — — 319?3' - • INDICATED 5/8 " REBAR WITH YELLOW PLASTIC CAP MON. IN CASE I ���r IMPRINTED "AZIMUTH N.W. 21591" SET THIS SURVEY ® DENOTES A MONUMENT IN CASE N T 1 r I I itl J=( DENOTES SURFACE MONUMENT AS NOTED Q I w^ Q AMENDED PLAT OF V "SHANNON'S =DES— ADD DONI" 1 j 1 O 1 V , 1 40 10 3 2 1 3. AL O C nIIJ^<� 5 BASIS OF BEARINS: ASSUMED DUE NORTH BETWEEN MONUMENT AT 22TH STREET AND THE OFFSET MONUMENT AT 26TH STREET. FOUND IN "R" AVE. N ///////, • CARASE, CK SURFACE n ci I 0 N ��//�/� '� R d Y' '4 F THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE USINS A 0 n S O = ALLEY V p . THREE SECOND ELECTRONIC DISTANCE MEASURING THEODOLITE. N 30 ~`� s' gq.oI' [PLAT 9pl •1. . It VICINITY MAP ■ ■ ■ ■ ■ x 0 60 I SURVEY IN SECTION IQ, T.35N., R2E., W.M. N -0 I th ou< 11 17 0 1 18 19 20 o _ o + EH -I Z . I O Tr: V _ o � . t z O FENCE • r 20 th 0 0 cv L EAST \ . .. . 19 Y gO.00'TPLAT 9O] =�/ MON. IN CASE CONC. SIDEWALK ft 26th EDGE OF PAVEMENT o al 5 th EAST • — EAST N — . ., 380.09' 380.01' SU p 26 th z . - .. • \ RVEY 0 vt o .......:....... 2q th FOUND R.R. SPIKE u . \ USED WEST PUNCH m • CALCULATED POSITION — 28th I. FOR THE INTERSECTION OF 26th AND "R" AVE. AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE m::e x ' ' _ SURVEY IN THE S .W. QUARTER Filed for record this day of ,19 This map correctly represents a survey made by me Qte'• .YA4 �q SECTION 19 T. 3 5 N . R . 2 E . W. IVI at � , M. in book of Surveys at page or under my direction in conformance with the JP e at the request of AZIMUTH NORTHWEST, INC. requirements of the SURVEY RECORDING ACT at the AZIMUTH q z ��� SKAGIT COUNTY, WASHINGTON A.F. NO. - request of CHRISTENSON BROS. rt A 7fOflTITIT47iEST, flVC. FRCHRISTENSON BROTHERS INC. 1595 WOOD ROAD r Stuart B. VanBuren, Jr., P.L.S. ' :L ,.AN'' ' BOW, WA, 98232 DRWG: CBU—ROS DATE: SEPT 1993 SHEET 1 OF 1 SKAGIT COUNTY AUDITOR DEPUTY i. 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