3003 W CASINO RD BLDG 40-53 2023-12-06

BOE NG COMMERC AL A RPLANE GROUP EVERETT DRC PANEL D BULDNG 4 BOE R D EVERETT EAC E TY 3003 WEST CAD NO ROAD EVERETT, WASH NGTON 98203 VICINITY MAP LOCATION MAP SITE PLAN LEGAL DESCRIPTION Beginning at a concrete monument,said monument being the co on to Sections 10,11,14 and 15,Township 28 North,Range 4 East,W.M.;thence North 0'50'00'East along the east line of Section 10,a distance of 30.00 feet to the north margin of the county road and the true Point of Beginning;thence North 88'53'28"West along said margin 1589.02 feet to a point of curvature of a curve to the right,said point of curvature being on the mast easterly line of that property owned by the U.S.Government(Department of the Air Force)and granted in .meat to Snohomish County under auditors file No.1062279 for road purposes,the following courses describe the northerly margin of said road easement:thence North 1'06'32"East radial to the curve 10.00 feet;thence along a curve to the right having a radius of 778.51 feet through a central angle of 18'50'03",for an arc distance of 255.91 feel;thence North 19'56'35"East radial PROJECT to the curve 10.00 feel;thence along a curve to the right having a radius of 768.51 feel through a central angle of 2T 59'59",for an arc distance of 375.56 feet;thence South 47'S6'34"West radial to the curve 10.00 feet;lhence along a curve to the right having a radius of 776.51 feet through central angle of 12' LOCATION v \ 4'S8",for an arc distance of 166.44 feet to the point of tangency;thence North 29'48'28"West 140.85 feet to a point of curvature;thence along a curve to EVERETT )U) 1 SII � I I I I I� the left having a radius of 858.51 feet through a central angle of 26'53'29 for an arc distance of 402.94 feel;thence North 33'18'03"East radial to the �s \��I curve 10.00 feet;thence along a curve to the left having a radius of 868.51 feet through a central angle of 1730'00',for an arc distance of 265.27 feel;thence North 15'48'03"East radial to the curve 10.00 feet;thence along a curve to the left having a radius of 878.51 feet through a central angle of 15'36'31",for 40-07 anrc distance of 239.32 feel to the point of tangency;thence North 89'48'28"West 277.02 feet;thence North 0'11'32"East 20.00 feel;thence North 8T ~'i I 48 28'West 300.00 feel;thence South 0'11 32"West 20.00 feet;thence North 89'48'28"West 264.11 feet to a point of curvature;thence along a curve to #=EXISTING MAJOR 0 the left havin radius of 676.51 feet throw h a central a f 5'30'27",far an arc distance of 64.45 feel to t of intersection with the west line of the Gi BOEING FACILITIES I� �� 9 0 9 age a a pain southeast quarter of the southwest quarter of said Section 10,said point on curve being the terminus of the northerly margin of said roadway easement;thence North 0'54'04"East along said west fine 366.96 feet to the north line of the southeast quarter of the southwest quarter of said Section 10;the South 88'40' �� 40-84 East along said north line 334.86 feet to the east line of the west half of the west half of the northeast quarter of the southwest quarter of said Section 10; I I 40-86 thence North 0'56'46"East Along said east line 792.01 feel to the north line of the south six acres of said west half of the west half of the northeast quarter N ELLEVUE 40-56 1 40-85 of the southwest quarter;thence North 88'40'l 1"West along said North line 335.48 feet to the west line of the northeast quarter of the southwest quarter;thence _ 11 - ~� North 0'54'04"East along said west line 528.68 feet to the southwest corner of the southeast quarter of the northwest quarter;thence North 1'33'03"East TILE /.g0 OC a IIIIIIII - 1 0 along the west line of the southeast quarter of the northwest quarter 1323.23 feet to the northwest corner of said southeast quarter of the northwest quarter; REMON = o J p � thence South 88'39'22"East along the north line of said southeast quarter of the northwest quarter 999.54 feet to the west line of the east half of the east half of the northeast quarter of the northwest quarter;thence North 1'11 53 East along said west line 1323.81 feel to the north line of Section 10;thence South 40-83 88'41'25"East alon d north line 330.47 feel,mo or less,to the north iter comer of said Section 10;thence South 88'41'17"East along said north 9 sai re qua g u line of Section 10 a distance of 1320.62 feel to the northeast corner of the northwest quarter of the northeast quarter of said Section 10;thence South 0'55' 9 KENT II § 5 $ •. 40_12 � � ❑ 40_91 40 82 46"West along the east line of said northwest quarter of the northeast quarter 1324.79 feet to the southeast corner of said northwest quarter of the northeast - f J quarter,thence South 88'39'19"East 1324.11 feet to the northeast corner of the southeast quarter of the northeast quarter of said Section 10;thence South 88' _ a -- 05'18"East 2632.49 feet to the northeast corner of the southeast quarter of the northwest quarter of Section 11;thence South T 24'43"West 1325.82 feet to UBURN III III III IIIIII T the center of said Section 11;thence South 0'57'32"West along the east line of the southwest quarter of said Section 11 a distance of 2615.05 feet to the 0 5 10 s 1111 P north margin of the county road;thence North 8T 41'13"West along said road margin 2635.63 feet to the true Point of Beginning,containing 26,398,936.70 CD 40-81 I� square feet or 606.0361 agree MILES I 40-054 p And also the northeast iter of Section 15 and portion of the southwest iter of the southeast iter of Section 10,)yin south of the souther) f TACOMA =II - j qua apo qua qua g y margin a 40-031 40-032 40-033 40-034 me hereinbefore mentioned Air Force property granted to Snohomish County for road purposes,being more particularly described as Fallows:Beginning at a concrete monument,said monument being the corner common to Sections 10,11,14 and 15,Township 28 North,Range 4 East W.M.;thence South 1'06'18"West along 40-035 40-036 lheneast line of Section 15,a distance of 30.00 feet to the south margin of the county road and the true point of Beginning;thence North 88'53'28"West along E ER 1 w aid road margin 1719.77 feel an intersection with a curve,the radius of which is 858.51 feet,and whose center bears North 9'51 40"East;thence along said curve to the right through a central angle of 50'19'S2",for an arc distance of 754.15 feet to a point of tangency;thence North 29'48'28"West 140.85 feel E to a point of curvature;thence along a curve to the left having a radius of 778.51 feet through a central angle of 28'14'53",for an arc distance of 383.82 feet to a point on the west line of the southeast quarter of Section 10;thence South 1'04'51"West along said west line 766.72 feet to the quarter corner common O to Sections 10 and 15;thence South 1'OS'S2"Wesl 2641.66 feel to the center of Section 15 thence South 88'45'43"East 2666.18 feel to the east quarter 1 j PROJECT S ITE �� 40-053 40-021 40-022 40-023 40-024 40-025 40-026 amer of section 15,thence North 1'06'18"East along the east line of Section 15,a distance of 2617.66 feet to me true Paint of Beginning.containing M/SN jj- 7,272,724.41 square feet or try,DE 7 acres. Above areas computed by"Clary,DE 600"electronic computer. RNfR I Z PROJECT DESCRIPTION INE FIELD �� - ~ THE SCOPE OF THIS PROJECT IS TO UPGRADE THE EXISTING BUILDING FIRE ALARM SYSTEM. -SNOHOMI C0 TY � b ill �� THE WORK TO BE PERFORMED INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 4 MAI 1. REMOVE ADT/TYCO FOCUS PANELS. 9 � III I1][I][� j]1 2. REMOVE ALL EXISTING UNUSED/ABANDONED FIRE ALARM SYSTEM INFRASTRUCTURE. PROJECT SITE 3. REMOVE 10 EXCESS PRESSURE PUMPS AND REPLACE WITH MODERN WATERFLOW DETECTION EQUIPMENT. 4. PROVIDE BUILDING FIRE ALARM PANEL, EVi-FA-40-53. 5. CONNECT ALL MONITORING POINTS TO THE BUILDING FIRE ALARM CONTROL PANEL. 6. PROVIDE FIRE ALARM FIELD DEVICES THROUGHOUT 40-053 AS SHOWN ON PLANS. VICINITY MAP NI LOCATION MAP SITE PLAN �I PROJECT TEAM 1 SCALE: N.T.S. H SCALE: N.T.S. H SCALE: N.T.S. V OWNER: BOEING EVERETT FACILITY ELECTRICAL: SAZAN GROUP 3003 WEST CASINO ROAD 600 STEWART STREET SUITE 1400 EVERETT, WASHINGTON 98203 SEATTLE, WASHINGTON 98101 PROJECT MANAGER: RAY RIMORIN TEL: 206.267.1700 TEL: 425.330.1807 CONTACT: ZACK OLSON EMAIL: 70LSON@SA7AN.COM SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY R. ROGALSKI 06.18.02 29824575 B 06.20.23 THIS DESIGN AND/OR CHECKED COVER SHEET ORIG RELOCATE BEE 110841-04 RBB MM 7/30/02 SPECIFICATION 5 APPROVED R. BERLIEN 06.18.02 SHEET SEQUENCE NO. A EVERETT FIRE PANEL REPLACEMENT- IFC W2640474 SAZAN/ZO 11.14.22 Q�BOE//VG m APPROVED BY DEPT. DATE RN ROGALSKI 06.18.02 GINEER TITLE EVERETT FIRE PANEL REPLACEMENT GO B SHOP DRAWINGS 29824575 AGOW/JS 06.19.23 [?'_ CHECKED v e e Linamen R. BERLIEN 06.18.02 BUILDING 40-053 xmsrawvi�xma.nuc APPROVED JOB N0. COMP N0. APPROVED ELECTRICAL MASTER EVERETT, WA. owc No. 40-053-GO