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120 W DAYTON ST.PDFIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII13614 120 W DAYTON ST ASSOCIATED MGT 4ZS7714SIS 09/07/04 12:12pm P. 001 RECEIVED S E P - 8 2004 BUILDING DEPT. Attention: Building Department via facsinule: 771-0221 City of Edmonds 121 5th Avenue. Edmonds, WA 98020 RE: LaserA4D Building 2, 120 W. Dayton, Suite A-8 Application is submitted for signage for the above tenant. We are requesting two signs for this tenant, one facing Dayton Street the other facing into Harbor Square and the Athletic Club. Suites C-7, C-8, C-1 and D-5 for a combined total of 3,985 square feet do not require signage at this time. A variance has been given to Harbor Square Dental (formerly Castner Dental) allowing two. signs. We appreciate your approving this application. Please call me if you require anything further. Sincerely, 44iJan Conner 'Dir etor of Operations ;Authorized Agent disk 46HSA; tiapp.doc 120 West Dayton, Suite B-6, Edmonds, Washington 98020 . (425) 774-1511 Fax 771-4518 ' 1994 Washington State Nonresidential Energy Code Compliance Forth Sty N=*Wdw" EmW Cods Canpitna Fanr 960aMr EdtlM - Jar 1916 Project Info Address ?D � / l�Z °�!n'� For Bulkding Department Lee L/C7 Applicant Name: Applkxint Address Whr Applicant Phone: 426r, 7 / Z ©66-1 Project Description ❑ New Bullding ❑ Addition" Compliance Option O Presciipnve O ug" Power Allowance O systems Analysis (See qgtficatlon Cheddist (over). Indicate Prescriptive & LPA spaces on plans.) Alteration Exceptions No ages are Ong made to fe sigh" (dm& approptlati txvQ O Lass than W% of the fixtures are row, and installed lighting wattage Is not beer g Increased M!2rim»m Allnwpd Uo;htina Wattacre (Interior) MY��' t ii 1L.�►i i Prnnnaad i.iohfina Wa#acrp (intprinr) (Mav not exceed Total Allowed Watts for Intarkw) (flaor/room no.) Fixture Description Number of Fhdures Watts/ Fixture Watts Proposed Total Proposed Watts may riot exceed Total Allowed Watts for Interior Total Proposed Watts WXft,;«.,.m Allnwad i.iohtiv%o WM42cra 1117vfarinr) Location Description Allowed Watts per fe or per N Area In fe (or If for perlmeteo Allowed Watts x fe (or x Covered Parldng 02 Wle Open Parking 02 W/fe Outdoor Areas 02 W/fe Bldg. (by facade) 025 W/(t' Blot, (by per) 7.5 WAf Note: for building exterior, dam either the facade area or the perimeter method, but not both) Total Allowed Watts Prnnnapd Ualhfina Wattage (Exterior) (May riot exceed Total Allowed Watts for Exter" LocBUon Fixture Description Number of Fixtures Watts/ Fbdune Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior TM ProodIAM.AftF MAR 15 2004 �1� copy PERMIT COUNTER 1994 Washington State Nonresidential Energy Code Compliance Forth tat wamm-ORN staff NonIMIdMMW l Cody CompMnw - dun ttae to....e...:..a:..e Crnnras 10coucarm ❑ Warehouse, storage area or aircraft ator w hangers U Other _ -1 Qualification Checklist ughting Ftxbrm 0 check here N at least 95% of MUM in the space meet all tour attests: NOW B Occupancy bP• b'OIFMr" and fermis u mm le chanced. the r m*w of bonsai In 1. Fbdures are fiioresoerd, ncnaerreed, with only one or two lamps, and the space b not lb k P, by Cade. Cleary 2. fps are T-5, T-8, T-8 or PL, and & Lamps are 5450 Watts, and kd ods than spaoss an plane. If not queOW do LPA CabJxdons. 4. Behests are electronic ballasts Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting LW LW thw Uso pdnft wekft carpentry, machine shape 23 Police and fire stations• 12 Barber 2 Atria atriums 1 Hotel canfererwsJe>atibition he9''` 2 Asserrbly spame.auditortu • tioft 1 utorawm 2 Process plants 1 AkaM repair hangere 1.6 Restaurantatere• 1 fast food establishments° 1.6 , Pad A'• 1 1.5 . ReW W Retail barift 1.5 Factories,areas Gas stations, auto • 1,6 Locker andbr shower fac8ltles 0.8 I WHIM re 1.6 Werebusss" areas 0.6 L treeless 1.5 AkcreR 0.4 Nursinghares 1.5 am ago" ttas Whoissale stores racks 1.5 Man concourses 1.4 Plans Submitted for Oomnwn Areas OntV Schools biAlclinm school classmorns, day care centers lofflos I M Camrtan area, corridors, bdAes Md cortoouree 0.8 Launcirfee 1.3 Tdlet facilities and washroom 0.8 buildings, afficaladministrallve areas In facilities of cow use types (ktdtrcirrg but not Urrtied to schools, 1.2 Footno+tee for Table 16.1 1. In cases in which a use is not mentioned specifically, the Unit Po*vr AHowmrce shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas 2. The watts per square foot may be increasedby two percent per foot of ceiling height above twenty feet unlea specifically directed otherwise by subsequent footnOWL 3. Watts per square foot of room maybe increased by two; ascent per foot of wiling height above twelve feet. 4. For all other spaces, such as seating and common cress, use the Unit USht Pow+erAllowance for assembly. 5. Watts per square hoot of roam may be increased by two percent per faoot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square feet shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mail canooursea. 8. For the fire engine room, the Unit Lighting power Allowance is 1.0 waft per square foot. 9. For indoor spat tournament eouits with adjaoeat spectator Beating, the Unit Lighting power Allowance for the oafs area is 2.6 watts per square foot. 10. For both Retail A and Retail B. light for free-standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and M merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11.. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Fewer Allowance, as the floor area not covered by radm plat the vertical face ass (access side only) of the racim The height allowance defined in foomote 2 applies only to the floor area not covered by racks. 1994 Washington State Nonresidential Energy Code Compliance Form Lighting Su'mmary LTG -SUM 1994 Washington State Nonresidential Energy Code Compliance Forme Second Edition - June 1995 Project Info Project Address Date For Building Department Use V ��${ Applicant Name: S Applicant Address: //kl, ST— Applicant Phone: ao ^573 Project Description 1 ❑ New Building ❑ Addition ❑ Alteration Compliance Option ❑ Prescriptive ❑ Ughting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive rt< LPA spaces dearly on plans.) IAlteration Exceptions 12KNo changes are being made to the lighting (check appropriate box) ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being Increased Maximum Allowed Lighting Wattage (Interior) Location (floor/room no.) Occupancy Description Allowed Watts per its " Area In fig Allowed x Area " From Tattle 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interlor) Location (floor/room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts — Maximum Allowed Lighting Wattage (Exterior) Location Description Allowed Watts per fe or per N Area In fly (or If for perimeter). Allowed Watts x fe (or x Ig Covered Parking 0.2 Me Open Parking 0.2 W/fts Outdoor Areas 0.2 W/fts Bldg. (by facade) 0.25 W/ft' Bldg. (by perim) 7.5 W/If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts A PALlu U J /-vv I CITY C®p�! PERMIT COUNTER 1994 Washington State Nonresidential Energy Code Compliance Form 'Li• •Summary(back) LTG -SUM ION Washington State Nwr"demlal BwrW Cod° Compliance Forme second Edld°n - Jun° 1995 Prescriptive $ aces Occupancy ❑ Warehouses, storage area or aircraft storage hanger; ❑ Other Qualification Checklist Lighting Fixtures: ❑ Check here N at least 95% of fixtures in the space meet all four atteft Note: If occupancy type Is *Other* and fbdure answer is checked, the number of fixtures In 1. Fbktures are fluorescent, non -lensed, with only one or two lamps, and the space Is not BmIted by Code. Clearly Indicate these spaces on plans. It not 2. Lamps are T-5, T-6, T-8 or PL, and 3. tamps are 5-50 Watts, and qualified, do LPA Calculations. 4. Ballasts are electronic ballasts Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting Use' LPA' use, LPA' Painting, welds , machine shops 2.3 Police and fire stations° 12 Barber shops, beauty shops 2 Atria atriums 1 Hotel ban conferenee%>hUdon hall%` 2 Asse ces° auditoriums Ia° theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurantaftma 1 Cafeterias fast food establishments5 1.5 Retail A'0 1 Factories, workshops, handling areas 1.5 . Retail Wo Retail banks 1.5 Gas stations auto repair sh ° 1.5 tacker and!or shower faclildes 0.8 Institutions 1.5 Warehouses" stomae area 0.5 Libraries° 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parkings»awloatt:9x Wholesale stores let rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Onl Schools buildings, school classrooms, day care centers 1.35 Gammon area, corridors, lobbies (except mall concourse 0.8 Laundries 1.3 Tollet facilities and washroom 0.8 Office buildings, offlca/adminlstrative area In facilities of other use types (indudirtg but not limited to schools, hospitals, Institudons, museums, banks, churches)"," 1.2 Footnotes for Table 15-1 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. Set Section 1512 for exempt areas 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve fee. 4. For all other spaces, such as seating and common areas, use the Unit Light PowerAUowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine fee. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit lighting Power Allowance is 1.0 watts per square faoL 9. For indoor sport tournament courts with adjacent spectator seating, the Unit lighting Power Allowance for the court area is 2.6 watts per square fooL 10. For both Retail A and Retail B, light for free-standing display, Building showcase illumination and display window illumination installed within two feet of the window are exempt Retail A allows a Unit Lighting Power Allowaoce of 1.0 watts per square foot Ceiling mounted adjustable tungsten halogen and lD merchandise display illuminaries are exempL Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit lighting Power Allowance, as the floor area not covered by racks plus the vertical fax area (access side only) of the radcs. The height allowance defined in footnote 2 applies only to the floor area not covered by radios. BUFFER 780 SQ. FT. DAYTON ST _ _S 88042' 06" E .524.29 BUFFER 2,900 SQ. FT. 315.00 r' LEASE AREA 1 That portion of Government Lot 3, Section 23, Township 27 North, Range 3 East, W.M., described as follows: Commencing at the intersection of the south line of Section 23, and the easterly right-of-way line of the Burlington Northern Railroad; thence N42034'34"E along said right-of-way line 1138.43 feet to the True Point of Beginning of this description. thence continuing N42°34'34"E 198.94 feet to a point 40.0 feet Southwesterly of the centerline of Dayton Street as measured at right angles thereto; thence S58°17'06"E 17.18 feet; thence S88°42'06"E 64.51 feet; thence Sl°17'54"W 161.49 feet to a point of curve to the right having a radius of 25.00 feet; thence southerly along the arc of said curve through a central angle of 41016'40", an arc distance of 18.0 feet; thence S42°34'34"W 106.87 feet; thence N47025'26"W 178.10 feet to the True Point of Beginning: LEASE AREA 2 That portion of Government Lot 3, Section 23, Township 27 North, Range 3 East, W.M., in.Snohomish County, Washington, described as follows: Commencing at the intersection of the South line of Section 23 and the Easterly right of way margin of the Burlington Northern Railroad THENCE North 42*34134" East along said right of way line 1337.37 feet to a point 40.0 feet Southwesterly of the centerline of Dayton Street as measured at right angles, thereto; THENCE South 53017106" East 17.18 feet; THENCE South '88°42' 06'" East 89.51 feet to the 1grue Point of Beginning; THENCE South 88042'06" East 290.00 feet; THENCE South 01017'54" West 135.20 feet; THENCE South 43051' 06" East 23.20 feet to a point of curve to the right having a radius of 25.00 feet; THENCE Southerly along the arc of said curve through a central angle of 90°00100." an arc distance of 39.27 feet; THENCE South 46008'54" hest 194.96 feet to a point on a curve to the ,right having a radius -of 25.00 feet; THENCE Westerly along the arc of -said curve through a central angle of 90*00100", an arc distance of 39.27 feet; THENCE North 43051106" West 178.17 feet to a point of curve to the right having a radius of 25.00 feet; THENCE Northerly along the arc of said curve through a central angle of 45*09.'00", an arc distance of 19.70 feet; THENCE North 01*17'54" East 181.85 feet to the True Point of Beginning. LEASE AREA 3 That portion of Government Lot 3, Section 23, Township 27 North, Range 3 East, W:- described as follows: Commencing at the intersection of the south line of Sectio- 23, and the easterly right-of-way line of the Burlington Northern Railroad; thence along said easterly right-of-way N42034'34"E 616.37 feet; thence N71000'00"E 401.09 feet; thence S37000'00"E 260 feet; thence N46°17'54"E 70.00 feet; _thence S43°42'06"E 120.00 feet; thence S88042'06"E 422.56 feet to a point on the west right-of-way line of SR 104 thence Nl°08'54"E 311.20 feet; thence N43°51'06"W 14.14 feet to the True Point of Beginning of this description; thence N1008'54"E 237.42 feet; thence N41°39'17"W 102.22 feet to a point of 40.0 feet south of the centerline ofi Dayton Street. thence N88°42'06"W parallel with said centerline 118.15 feet; thence S1017'54"W 124.80 feet; thence S43°51'06"E 265.77 feet to the True Point of Beginning; LEASE AREA 4A That portion of Government Lot 3, Section 23, Township 27 North, Range 3 East, W.M., described as follows: Commencing at the intersection of.the south line of Section 23, and the easterly right-of-way line of the Burlington Northern Railroad; thence N42°34'34"E along said right-of-way line 1138.43 feet; thence S47°25'26"E, 69.06 feet to the True Point of Beginning; thence S47°25'26"E, 109.04 feet; thence S42034'34"W, 168.00 feet; thence S77°05'03"W, 238.00 feet; thence N49048'50"E•, 204.76 feet; thence N420341'34"E, 161.00 feet to the True Point of Beginning. LEASE AREA 4B That portion of Government Lot 3, Section 23, Township 27 North, Range 3 East, W.M., described as follows: Commencing at the intersection of the south line of Section 23, and the easterly right-of-way line of the Burlington Northern ^-lilroad; thence N42°3434"E along said right-of-way line 711.37 feet to the True Point of Beginning; thence continuing N42°34'34"E, 427.06 feet; thence S47°25'26"E, 69.06 feet; thence S42°34'34"W, 161.00 feet; thence S49°48'50"W, 204.76 feet; thence 577°05'03"W, 76.37 feet to the True Point of Beginning. LEASE AREA 5 That portion of Government Lot 3, Section 23, Township 27 North, Range 3 East, W.M., described as follows: Commencing at the intersection of the south line of Section 23, and the easterly right-of-way line of the Burlington Northern Railroad; thence N42°34'34"E along said right-of-way line 1138.43 feet; thence S47°25'26"E, 203.10 feet to the True Point of Beginning; Thence N24°34'34"E 66.59 feet to a point of curve to the right having a radius of 25.0 feet. Thence Easterly along the arc of said curve through a central angle of 93°34'20", an arc distance of 40.83 feet; thence S43051'06"E 168.33 feet to a point of curve to the right having 'a radius of 25.00 feet; thence Southerly along the arc of said curve through a central angle of 90°00'00", an arc distance of 39.27 feet; thence S46°08'54"W 152.89 feet to a point of curve to the right having a radius of 25.00; thence Westerly along the arc of said curve through a central angle of 100°47'41", an arc distance of 43.98 feet; thence N33003'25"W 163.60 feet to a point of curve to the right having a radius of 25.00 feet; thence Northerly along the arc of said curve through a central angle of 75°37'59", an arc distance of 33.00 feet, thence N42034'34"E 55.90 feet to True Point of Beginning. LEASE AREA 6 AND 7 That portion of Government Lot 3, Section 23, Township 27 North, Range 3 East, W.M., described as follows: Commencing at the intersection of the south line of said Section 23, and the easterly right-of-way line of the Burlington Northern Railroad; thence along said easterly right-of-way line N42°34'34'E, 616.37 feet; thence N71°00'00"E, 401.09 feet; thence S37000'00"t, 260.00 feet; thence N46°17'54"E, 70.00 feet; thence S43042'06"E, 120.00 feet; thence S88°42'06"E, 265.36 feet; thence N43°51'06"W, 17.72 feet to the True Point of Beginning; thence N43°51'06"W, 109.90 feet; thence N46°08'54"E, 140.00 feet, thence N43°51'06"W, 199.09 feet; thence S46°08'54"W, 295.05 feet to a point of curve to the left having a radius of 25.00 feet; Thence southerly along said curve through a central angle of 79012'19" an arc. distance of 34.56 feet; thence S33003'25"E, 39.14 feet; thence S43°42'06"E, 59.02 feet to a point of curve to the left having a radius of 50.00 feet; thence easterly along said curve through a central angle of 17°05'13" an arc distance of 14.91 feet; thence S88°42'06"E, 252.82 feet to True Point of Beginning. AUG 1 1 1989 ROD WD[LETON That portion of Government Lot 3, Section 23, Township 27 North, Range 3 East, W.M., described as follows: Commencing at the intersection of the south line of said Section 23, and the easterly. right-of-way line of the Burlington Northern Railroad; Thence along said easterly right-of-way line N42'3434"E, 616.37 felt; Thence N71'00'00"E, 401.09 feet; Thence S37'00'00"E, 260.00 feet; Thence N46'17'54"E, 70.00 feet; Thence S43642'06"E, 120.00 feet; Thence S88'42'06"E, 265.36 feet; Thence N43'51'06"W, 127.62 feet; Thence N46'08'54"E,140.00 feet to the True Point of Beginning; Thence N43-51'06"W, 199.09 feet; Thence N46'08'54"E, 155.91 feet to a point of curve to the right having a radius of 10.00 feet; Thence northeasterly along said curve through a central angle of 90'00'00" an arc distance of 15.71 feet; Thence S43'51'06"E, 162.90 feet to a point of curve to the right having a radius of 50.00 feet; Thence southeasterly along the arc of said curve through a central angle of 45'00'00", an are distance of 39.27 feet; Thence S01 '08'54"W, 102.00 feet, Thence N88*5V06 W, 20.00 feet; Thence N43'5I"06"W, 59.15 feet; Thence S46'08'54"W, 65.00 feet; Thence N43'51'06"W, 8.00 feet to the True Point of Beginning. LEASE AREA 9 That portion of Government Lot 3, Section 23, Township 27 North. -Range 3 East, W.M., described as follows: Commenc- ing at the intersection of the.south line of said Section 23, and the easterly right-of-way line of the Burlington Northern Railroad; thence along said easterly right-of-way line N42°34'34"E, 616.37 feet; thence N71°00'%.3"E, 401.09 feet; thence S37°00'00"t, 260.00 feet; thence N46°17'54"E, 70.00 feet; thence S43°42'06"E, 120.00 feet; thence S88°42'06"E, 265.36 feet; thence N43°51'06"W, 17.72 feet to the True Point of Beginning; thence N43°51'06"W, 109.90 feet; thence N46008'54"E, 140.00 feet; thence S43°51'06"E, 8.00 feet; thence N46008'54"E, 65.00 feet; thence S43051'06"E, 59.15 feet; thence S88051'06"E, 20.00 feet; thence S01"08'54"W, 125.41 feet to a point of curve to the right 1having a radius of 50.00. feet; thence south- westerly along the arc of said curve through a central angle of 90°09'00", an arc distance of 78.67 feet; thence N88042'06"W 84.60 feet to the True Point of Beginning. UNDEVELOPED AREA That portion of Government Lot 3, Section 23, Township 27 North, Range 3 East, W.M., described a., follows: Commencing at the intersection of the south line of Section 23, and the easterly right-of-way lLie o" the Burlington Northern Railroad; thence along said easterly right-of-way line, N42'34'34"E 616.37 feet thence N71'00'00"E 401.09 feet; thence S34'00'00"E 260.00 feet to the True Point of Beginning; thence N46'17'54"E 70.00 feet; thence S43'42'06"E 120.00 feet; thence S88'43'06"E 422.56 feet to the right-of-way of SR 104 (as condemned under S.C.C. N. 10637 ' thence S01'08'54"W along said right-of-way a distance of 237.46 feet; thence S73'00'00"W 240.00 feet; thence N88'30'00"W 110.00 feet; thence N66'00'00"W 140.00 feet; thence N40'00'00"W 125.00 feet; thence NO1'00'00"W 200.00 feet to the True Point of Beginning. CITY OF EDMONDS FILE (P-1- 89) BINDING SITE PLAN FOR HARBOR SQUARE ASSOCIATES. IN GOV'T. LOT 3, SEC. 23, T WR 27 N., RNG. 3 E., W.M. CITY, OF EDMONDS., SNOHOMISH COUNTY, WASHINGTON Legal Discriptions /\O /H T\/I7C 1 1. E. 97. 1. E. 94. 20' 15" CMP © 0.5% VI\11 1\rL VI/"\. T.GW DETENTION SYSTEM EXISTING XISTING P \i 'EXISTING F DAYTON — STREET — Ex GB bX MA I I i T. GAI;iBAGE I0�0.J TOP OF WALL I O 1 I Ell ' ' ANDSGAPIN °I � I (01 \ NE'CuW( 11 c�c I NEW PtRIP ° �$ I re � ell / I /EW LANDSGAPI ° I I �� ° T H L E T I C / EX ST. 1�PH�LTI � CLUB i HOTEL y` l\j a �g . j I • E A_ D IDI I T I OWNo.10 ° I ` \ SHO,UN A5 IE 1.3.1 HATCHED AREA EXIST. 15A' PVC 209. 0 PARKING C \ FROM q SPOUTS \ / \ EXIST. / PARKINDE TION SYSTEM / A v / Ex c0 NO. w 2 15' P * OA% �es•� /°T+ew.sm EXISt. ASPHALT ° �l 3''� / \ �� � L. 98fd3' j '\ �• i NEW LANDSGAP NEW LA DN S G \ TOP EL'"'ew *EL. 9803' EGE Cc n �— IiX PVC a 2� T& — � TO EXIST. SYSTEM NOTE: EXISTING PLUMBING SERVICES WILL BE USED FOR PROPOSED HOTEL ADDITION. NOTE: ADDITIONAL PARKING LOT DIMENSIONS SHOLLN ON ARCHITECTURAL PLANS EXISTING TREES 51TE SECTION5 EXISTING ASPHALT SLOPES LESS THAN 210 VICINITY MAP ( I 40 0 40 80 CONSTRUCTION SEQUENCE 1. CALL CITY OF EDMONDS FOR PRECONSTRUCTION CONFERENCE. 2. INSTALL FILTER FABRIC UNDER EXISTING CB GRATES. 3. INSTALL STORM DRAINAGE DETENTION SYSTEM. 4. PROCEED WITH CONSTRUCTION OF HOTEL EXPANSION. 5. INSTALL NEW SIDEWALKS, CURBING, & LANDSCAPE AREAS. 6. OVERLAY AREAS OF EXISTING ASPHALT. 7. RESTRIPE PARKING AREAS. 8. REMOVE EROSION CONTROL SYSTEM WHEN SITE IS STABILIZED. ? , FV E 140V 1 7 1.998 W � C-+ w � w w o O L7 g& J w o n d a U F a n z moo^ O w w a o W x � a y 1y 90 fV to O do �S Qua W � a U_ Q._ W Q �n" W � W 86 U Q Q 0 zm1= < 0 <t n :�E m W O 0 LL �C/-)z O I= d w U V) w 0 0 0 0 m m Z � � o Q d 5 0 0ui 0 N 0 O z o0 zz za-) 0 OQ I-= I z _ 0 0 z <t < < o z z= � m�0 Q ry O 7; V) J W Q J Z �- to N ni II W o- m L� o = 221/20M.J.Bend w/Bik'g. Pipe Bend Detail, N. Y; S. t 1 i � Y ` fWZ BASIS OF BEARINGS WASH. STATE DEPT. OF HIGHWAYS N yD� SOUTH LINE OF SECT/ON 23 RECORDING CERTIFICATE FILED FOR RECORD BY REID MIDDLETON,INC. THIS DAY OF 19 A. D., AT MINUTES PAST O'CLOCK _M: AND RECORDED IN VOLUME I OFBINDING SITE PLANS ON PAGE RECORDS OF. SNOHOMISH COUNTY, WASHINGTON. DEAN V. WILLIAMS COUNTY AUDITOR DEPUTY AUDITOR PRINTED 'AUG I 1 '1989 REID A41DDLETON o DAYroN `F M fBUFFER 780 SQ. FT. S 88042106"E JR=62.50 ' A = 5503841° L = 60.70 SURVEYORS CERTIFICATE THIS BINDING SITE PLAN IS BASED UPON A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE LAWS GOVERNING REGISTRATION AT THE =J;7& ST OF HARBOR SQUARE ASSOCIATES THIS �DAY OF 19 B9 7892 EG ISTER S� ND Y0,A L• S. NO. 3 T 524.29 EXISTING MONUMENT IN CASING ' CITY OF EDMONDS FILE (P-I-89) BINDING SITE PLAN FOR SAN. SEWER EASEMENT AF K 16 PAGE 5 R.O.S. HARBOR SQUARE S`BOOK 16 PAGE 258 •• OCIATES- IN 'GOV'T. LOT 3, SEC. 23, TWP. 27 N., RNG. 3 E., W.M. , I CITY OF EDMONDS, SNOHOM ISH COUNTY, WASHINGTON lov. 4.91 ago Existing Sam Manhole inlets Detail 'T, )o %0 Inv.01 an East Sta, 01 Exist. Inv. Inlet 1.86 Proposed S' "oe, y L ,2� l_'l n X -ILIJIL)l U �i LP TOTAL SITE : TOTAL LOTS COMMON ARMA -SITES sf bldg 6100 2 3 4 1557, 4 L- 5 &S 7 4-Z 9 fop- omLy 6o,ft-Yn, To A96 rcf- e(ZeLimojAfj C0AJC6FTVAJ) 4erfroAt. Alb 'Pe7-rA(t,51 6it/65AJ Fo_rz- 'eltTu- LAyoor/c je_eoLA-TloAj -PiMeN5.tW5 I m I rr .0 0 r.1Pli A.11 -1 , , Std. Ladder Offset under Lid. Std. LOC It i*ng Mi Lid- Offset over fodder C 7z" , " 0 0 0. I B Manhole H U�.-,Ian I I lv.r< I Top E 1. 14-50 im ­1 I ASL!V , . � .� I �I I I '. 111 I I I . . . I I . I I rI, LI , 1. . I � , I �t0o . I II I ,I III .. . 1 . I I . !-.-II�I/�-I\,0.�I I "I . ,. r, k,,"1I-IvA.-&!I.1",�.I," aI ,ii1 ) .-t ,-I I. I-.. � 1 1 1'- ' I II , ­­ L I r I � .­ .IUI 1 t0t . ­ p, , I IIIII ,- : ;Eo L ­ I,�"I I , r ' I II ' II�d I I. I11 , .I IIII, � I,1I , , � .i L ­ :I,-�, I�, II, . 1� I , , I � . I I I , I. I, I II ,I1 � "I. II. 1 I II rI I ,II I -11 1I, II�I I � I.I ,II.III . � I III II. I � II,�I I I I' II�III. . 1- I I ..I, � -"-II II I 1 , �I­ 1I 1 + �I , . I � 1I � I - �1 i II�,L II� I I - , ;I. z � II� , ,I I�I � ,12 7 H 4 I.1� : .I �A�; I �l1. � I I + % X. -,1 "° 1010. n ,tStd. Laddr / -,eolI .1 - eSid. Lai ng UI , offset /A 1 I / over ladder �i 10.29 �91 '. Inlv-;00,p WAll helical alum. pipp 16 Ga. if I.Oft.Cover min I ,/ I - 0% X� 0----I L.F15Conc.of0.1I,,m o�11ov,r­....0,r .-�­­- 06­-­1-vvm�p^MMI& OP7IVw��I'IN/P f=%01WO1N, . C*f- 41VVMVl 0 W.VIMI. I rW,pJP&oJftor;d, 7Wp 41V.V�v� L­mev=."", �1-4r \- -[' iI , I "-I ,1 , .t, 2Ii1Im. ­ 1eI,: II, t ' I . p, eI.Al. ."0- I C.D.N To1282 C- a. ­T­�-1�,52 HI -­H.At. CI IfV.I0. i In 10.270I* . . .ALf "' /,. _­-..- I 'C.a 0. 12.02 Ic.q. a. Top12.52-7 'ZP ­ .­ 0 _ == in 10.60 In 10.9 ­.- ........... .­ $� -- .... . -­........­ ZXC-�­ t�.� 0ta.. ew&f­=01F­4 044� .% Hr sXm­Vw"I &W.I'. ­mn-�==""mM�VM� � 9-1# ,Mm"""', �,���U. 0.....� ,,.. .W�.��­w,wvm'oz*,,,m�I� '".. , I WL" - �� 1--­! /01 z 1 - - 0 80L,F.124H.At. of 0,45 ­ 5,00' �eat40 /,2W. .r7' ,� r."A1/0.Z7 ,. .iPco, e,,,. Eno feOc5Y,bl.. "' I 0 / G W> of6b XZowa..lf.(4(-2I. /0.79 62L.F. +0J4"t-. at 0 %- 1'.- I C.GLNo.23 a .-C-8.Ne1I'T6pI3.O0 Top 13-00 ,-V6­,4,zz ,4e..^.. ;4/, V+ I I 0;� '\1'/ . . \ � e-2r­ ��I 0 C.a"o`-55 L.F" 0SOL-8 KAI. T�p liZO. W p CaWZEz5a C-W7-lC66 % 11.00 / IToM0 . 4,s­.1-.39 fC.G.ft.2t I /0./3Z5Top 2.6HAl.at3.0, , Top El. 14.00 X . /o,z7 Inv . . B. No.9 Z Do 13.0t E , /1a7 -, W" f e,m1, !!� 1IOL.F.I2"KAlot)25% - EI.lz 0.C=..­-,es "17, 154L.F. 211.Conc- I � . I . a 0.10 Strop 200maitenoci C"in S I .welded to lid frome W e" .0 0 45 L.F.I2" K,At'. atO.60o d -6e$ 47' ij-..�/ a4 C.8.No. 20 - I L9 C.B." .TO 13.00 21I I is" , 100, I I I ,z /0.// I I I .117LF.leH.A 0.60% a ---- I . .=AO/Zo.3 .; C.0-i Cascade Oil '. 0I.. I-5,30- Separator ,C. NO.24 7" i I f"*-�1/$13.00 1 "n OrifRce 0 : It* IS t 5I e PlatI�/4ZZ ... .R, I \.� e N I/ 115L.F211#Conc.ot0.I% I Type'1 ,e-,V-.0,zs //,? I .. N0.4. I I -1 I 0 J4n r10 AI 30 .-/ I N 0, , 1"I1.0 a < f-IA Zl/ rop340/023 \ - 0 --, Inv.9-90 ==3- 1'�9 .0, I . \ C I o '25 % " I /\, 0� L. I KAI.60.86% , - . .1 0. ,/11 I In*//.-/ . ' I . .. 144.1.24Cve.f �o"! "IV0 5% r�c'-w.-mcs /-74, " . .1 10 e N . , ^ 25 I conform to the ' . J Standard $pecificati I . . � - c-0.to.I � 106L.Fi�"HA lks,Construction" and stndardas adoOted:by4e,cityof Edmond,Io0; 0.9and, an establ fished hearings on:thi roect�rOP 44-O- / . , 22L.I.,12"k-Al. - � e p4 . of0.86Y1 Inv. 9.76 /0� , . L 2. All�Qstruction is/ I . I 11, NO I I subject to the nspection by the City Of Edmonds ,and,the -:1 I ContractoshallIfiotf�.theCity oftheirschOdfinsufficient` tieto permit? inspection,prior to and'.d6ring the work.C 'Inv -- / Y erosion/siltation Isystem'3., Temp;,, all be i e" 7­ construction and ,shall be maintaineduntil storm' I n I � 230L.F.27 Conc. 107'I "HAt I / . eewr�,es z57. /, ,'TheCot,tra 6r'shall notifythe Citof Edmonds Departitentof Pub!ic works in time to Oey�mf inspection.; - T 3.00 , \ I Inv. 11.00 �0 f) i - . \ / - 0 H5.;. Upon completion- of the.,site improvements and'underground utilities, the ContiActor, ., , \I/ I1 through his Consulting anas-built,plan tothe City of Edmonds \11, / I which inldicaes,� the, location of all.site improvements Ahcluding, tops inverts 5 F8,* .A\0.or I. t3.6 % . i11' 0- '. / Inv.I A�.coc- . . I 1 Conga. nfr. l coomtothestandard excavation specificatonper,APA .q1N,,61-3though 6� inclusive. I � � . . '­ t 80L.F.18 WI.00.1Q.Existiilunderarbundfac0 ities have been shown on this draWinforCC,vr.6,eS 84. sI I Io theL'purpose I, assistingcontractor ih.,1,ocating,s&id .a ,thefield. The I 148L.F. 5"KAI. 01,C.D.40.16 of .19 ­ shall be re.iponsible fo alIfieldIoati an ki,ng witKzpproofiate . -,Cl* ; Top ­-rCIV /, , I 0Agencies thAt may, haveunderground'faciIitieswI hiii the projectlimits-. The 106 L "MA*IQI0100LF18 H.Al. Inv.fr shall be soley .responsible for any.,d i round factl ides ;C. 0Y0 LF059*. resulting from hisoperations: Power and telephone on South Side,of Dayton' Street.To $'. Z�,75 /07' a all% nvI � I C.B.NNo.I Typen 72# \ - a6N 5 ce-w, Bench Mark> S- I Top 14.50 1\ *, k Inv. 9.53 ,t4p13.00 Too 13.00 4TBM #1 Elevation 14.19 Southwest Corner' Telephone,Vault'I10+East'of Sanitary ­-�'l/l,mIV/03?e ayov �-,�14Ilt-lx�lw"*�4m11,wa���a���/��I 4"o�r�­,,v:���','11�IF�1�4v...�-l'l�wl�.,�,�.,-031*1'.,� ..�,.t.,i Seer LftSt of Dtn . I ­ f I a slt Street75/O6S:East of Separator M") �T � ,-. ', a1. Tracks. (See Detail) q.- '1 TBM #2 Elevation14.61 Fire Hydrant"4" in Muellar 2501 East + of Telephone. , - " 'Vault-. South Side of Dayton Street. , . I 1w V TMB #3 :Elevation. 1152 Hub1 set at Fence Line 301+ South of SouthRoad"(Projett)., "� 7'/e < .// - I I 'Adjacent'td SR 104 R/W. ,Z''N, . Vo 7-5: /,/?= /ac:,,,, 5 ,1,VA,Z z7.,,, S?41:r�- 40u/Z�70 /.?d,WaPS4 ots F40cO- � .- oD'Em ,2 -,= -2/0/C,-,0.A;"a/`r-.,,•,V4,/-nle a"rel--/S e--= /z- Yetrk/ �Su,&*-9. I atum: �Ci ty of dmonds,MLLW. I .11e i��I Z. 7/?z VeCq-�,? ;* 0-1"Ar 67O'I" Z<,4I SY=1�".. ,� z'. ." 5-1,-,==4 I ­ V'. ,Vv `e fD.w,-Pme-7e -Ac, ;-1/%m cZ</ 1 ' 2Q/1.r5575-=-1-" 5-c4A�1=- �:? 7 7Note: After ift2ollotion a 10w1de Easement is.tobe dedicotedto ttte,City ofEdmond for57�z.*T1 Ih" r-A-;"r, Zn-, 7el "r.a"t,:/ -,tV=./S .-I'S,1.-<C as 0,Y mainteronce (f the system. - - A-,/,-. -/./ .��, :71 ,,' �V- -,17'?�5 , -- 41,C I-*/ XCII /I�1 $/ rl-,= S. /, ; 72.^-=% d2 S. SXo �x me -cc - - I �, I 07I .Storm System and Details this..Z doyof Augq5-r 198g1Z . I - 0 in,.J �C.Ity-&Vineer-, Edmonds.Wathington I� ,\4 > . a.. N I = - C I . �, wl-6 1$1, 'o"0-1, ,! - , A "%�"­ ­,0N *"­N�S,�,��;I�;1" SCALS lam'.­­1-11, "Ie,"I 1R`�11 , � ,', *1-" -O� � . � . �;)yo�r�, I',4} Ditd.A 1'M"NO. I V�1­1=11 fTA"T"'O�'RN�� a, 1��,��v�M11'� q1'C-. ; .? A k�3. hq . �� ,I I��11,t, ��#�* i-"��*, I v ,� 41­,1 PRI NT� 4W6 . -� t , ," 0ATZq1J U 1 Ipm C, 196 z ,.w �0�-8�-06,5'I I - 11 , I I I -* ­. I Wvv lb�-= �. ­ " I I . � I I I .1 . I � � I I I � � r I t. . . I I I . I �� � �, I . I I I 11 � I � I ''I :­ � I � 1. � " 11 I . I I - I I I e. � I I I I � I � I � I r•12"Hel. Al. 0.Sid. Ladder Std. Locking lid offset j ( / over fodder Exist. 6" N. Inv. 10.29 R / % !� M.ar �s :�l , inv.10.70 b:All helical alum. pipe 16Go. if I.Oft.Coverm'in; » + ° ..f„:.> .... s .tr P k ,,,.•- 16 L. F. 15 onc. of 0.10/O e:;:" M„ ,,.., .. <,. 4N'. ,aEat m n :ti::• �,.: =nxr: "::;rv5t> ss:z^urz�"a .;:e:• . . , t -p.' / A�'dilA3,�a'X,� '$T':"�-Mni'� ��:f'<�A�'iLk �,^$. e>vF^.¢S'4.,5 h2"+dcxrw,A PA"+«YC.%.:i�33`t.^ �:r3<'RX��:ci xi1X£, •"�"ev$ 8^. °.f'9,'?Y�"A 3Fhi'ai3Y 1 n �n ` .aM I'; C.B.Na Top 12.8 _. _.... _m. To_'_... ' 2 2 i C.B. No. p � 52 Hel..Ai. Inv. 10:70 CIA 1 F ! Y Inv. 10.27 -2 'I�..I..,F. (., C lo» . w. s1� C.�tI.t�O��,Q° ,,,.� . ,.....,, .�,..,._�..»�."•�.�.,.W..., .,>�......;'• f��� ` � � CB . ffo To p 2.82 C.B. No. Top 12.52-b 0 P t i In 4.6 �..z' «� ................• .. � � ;' � inv. 10.23 M.' �..„... z _._ ._... _ ...._.. ....._. on _,..._._ �?�� Wet c:'" .,,.... .. ��. .,,k �+^.^^�::•.'�&�"wsi.'uzssa:»'YK'�>�.:naza�.�,x�r�.•a�u>'m-.�?' ?.xrs.*i:M,usaxxCxa-.u.•.a'.r>. � "."�%:.:.�F.xs.*RrxssY S::ue:;^zsw., '.x :>.a ,Y'.:M ..,. ca .::- v.:x.,�,.,ex,z, c:--..: ..E ...n.•...:_a:t.: •c Lm, �f,.�....,..: J,e+sM�v,a��Yre.�w'�..asia,d,�r ..;t.w.�`".,:...3 k', soauca.�:aH ,.•••••, .••.,-•-b � � � Y ' 8o L.F.12 N.Al. of 0.25YO ° z: 3� ,y ... 1.n a € -�' 4 .• 62 L.F, Conc. of 0.10°/ f j. CANo.23 No. I I Top 13.Do T i • / y. 4% p ,,.� op 13.00 kA", I .00 lov. 0 � . < Manhole ' :tali o. C.allo.l k 55L. F o 5OL..8H.A1. Top 13.00 *' d Top 13. 0 �' s- • / )� I C. B. No. ' Top El 14.00 Fj Inv. 10. 9 i Topi2. s �271_ .8"H AI. at 3.07% �" / Inv.10: I' r C a No.9 �` ° s Top 13.0 11nv. 11.003 i 6" Min. 1 0 L.F.12"H.Al.of 25% ' ' 154 " � E 1.12.5 ° > L.F. 21 Conc. Strap 200'AMnitenance Chain \� welded to lid frame 84L.F.8 at 0.10°Io 45 L.F.12 H. Al. at 0.60 o i �``- ✓� p C.B. No. 20 �,• i o+ t » < N "Er Top 13.00 r N I 15 1 � � 4.8. No. Inv. 10.29 f why f.•' a 1 11.00 2 , I17L.F.127H.A 00.60 ° ` '`���ry�°ter C 0 o � Cascade Oil � ' � p 13.40, Separator C. No.24 Mgd.0.R.21 e 15 of 5°fo j In l0 z, <, To 13.00 1 w no0rifice H.AI. . to ' 11.00 Plate ai - Grp 1.21 %� l 48 Y ,� -- 1131..F.21 "Cone.ot0.1°° �� A 1 Type r ` � 0 o tw.4lov j I iA I �411.0 T •;! 9�.439' •�^�, YyA• i C•®. No.2 °� •. . Top 13.00 d` p .A 1�0L.F. 8"H AI.atO.25% r` tgOL. i 'H.AI.00.86% / T0�13 01 cectmon ' C.B. �" s in it 0 "il%° In t 0 I44 L.F. 24°Ctn+c. of % {•(� f i85L.f. 12 li. Al. Of 0. 25 .F.8"H.Al.at 5.60% "° ' GENERAL '40TES 0It 1 ,..� 21"H.At.�e. 2 Typeu48" 1. All anstruCtiOn shall conform to the "Standard Specifications for Municipal 8 C.Na 13 at 0.2'5 % Top 14. 0 1,1 Top13.00 1 _.r„ toe L .F. i AI ,4) Public ifi)rks Construction and standard plans as adopted by the City of Edmonds, /0i-fkSi'� C.B.No.1 t4• � and, an -e uirements established at Cit hearings on this project. r iay. 50 Top 13.00 � 1 � � � � � j. Inv. II.00 �txlrit5r 22 L.F.12" All; � Inv.9.76 s r (S eD loilj086a 2. All onstruction :s subject t0 the..inspection by the City of Edmonds and the ;! of ° C.B. `4 i Con'16rac!, n shall notify the City of their schedu-le in sufficient time to permit -j F inspect,.. urior to and during the work �" recess Both sides 6. I 32° 60 Std. Ladder Offset under Lid. Sic;. Locki'ngMi Lid Offset overladder CB Manhole .)tali No. 1 To p; E 1. 14.50 co 6"Min. t4Bars of 12.52 b 120. C. -•�� N 27" 24" 9.53 - - Precast t3 Baffle N � (7 72 Dice. Section A -A / 3. Te erUi'y erosion si ion system shall be" `insta +e~ p for to eginning construction and shall be maintained until storm system's functional. ?5 230L.F.27"Conc.of 0*1 % 10T .F:iS"H 1? t ` 5 •� 4. The y antractor shall notify the City of Edmonds Department of Public Works in T 13.00 M �,i time t0 hermit inSpe+Ctjon. Inv. If .00 v 5. Upon completion of the site improvements and underground utilities, the Contractor through his Consulting Engineer shall furnish an as -built plan to the City of Edmonds i � era 4,..: ? which indicates the location of all site improvements including tops and inverts 40L.F.8 Al i� C.B. 0 , Of the system. L to of 3.6 j ° � � � � t1'op 13,)0 , iInv. lo 59 6. The Contractor shall conform to the standard excavation specification per APWA # g 1-3 through 6 inclusive. 2 34L.F624" ( 80L.F.18 H.Al.ot0.f9 ° 1 Existing underground facilities have been shown on this drawing for the purpose Cont. of O 14ala' w » �ttf assisOng the contractor in locating said facilities in the field. The contractor 140 L. F. 5 11.A1. or .(� shall be trey onsible for• -checking actual field locations and checking with apprt)priate � C.D. No.16 p Inv. s.54,.�y .%_ Top 13.00 gencies ,that may have under round facilities within the project limits. The Inv. 10.03 1 � contractor shall ybe sole g C.�PtS �•105L.F.1 KA1.o1Q19% IDOLF. 10 0oH.AI. II7L.F.15 .At y responsible for any damage t4 underground facilities of resulting from his operations. Power and telephone on South Side of Dayton Street. Top=t ; � nv.'9.68� 0 ;. 4 C.B.I�INo. I Type II72 �� � � Bench hark Top 14.50 TBN1 i � Elevation 14. 14 Southwest ut west inv. 9. Corner Telephone 53 T 1 � e e 0 3.0 hone Vault + � o utt 10 p East of x t' I o p Sanitary � 0 3 0 p . y .j , •�k,...ww C i i/ 'iHfw"bMY ..',-0.3SST.?.c+,-M.✓' :+2 ky. _,� ,. ,.:"tom 3, :.:.a ',..,,.zX.. \R., r. ..; .4.,:.e +. "Dr4.\w rar i � ..>-r •,- --r•�w:1a�t�,.�'-Sewer Lift .Station South Side of Dayton Street. 75+ East of R.R. �11 � i 1 � Silt ._,� p '- `+ t - - w-�+•��' . ::a.: -vncen wr•.w„'.. " Separator, 's0' < f ri �i _. 1 e" Tracks. (See Detail) TOM r2 Elevation 14.61 Fire Hydrant "M" in Muellar 250' East + of Telephone Vault. South Side of Dayton Street. a TMB 1r3 Elevation 13.52 Hub set at Fence Line 30'+ South of South Road (Project) i _ a)"J �g� �/V'� /AfSlo�e 1 Adjacent to SR 104 R/�!. Datum: City Of Edmonds MLL11. h l0 Z i` ,• Note: After inslollation a 10'wide Easement is to be dedicatedto the Cit of Edmond for 4 a, � �. maintenance of the system. � y } le 0, r ' d APPROVAL: Storm Sewer System and Details this dayof ALYGU:5, r 1982. 1 •CiUtEMIneer, Edmonds, shington 1 % '�•• �' _ .: 1 °f NORTH 1 � Y.y., f � ', W .3 I 77 S a_ z ? $k n . , Exls 6"N, o� 0'/' I Y. 10.29� �< Inv. 1 Toarb helical alum. pipe 16 Go. if I.Oft.Cover min: L.F. 15' Conc. of 0.10% .. r r � _.:>. .. :,Alt CtftTt�wwwi ¢�P<3'tn�+itP-COd-;:.,,•", .<.<,.<,. rr•.,Y.,,.. ,--:�� .::,>: ... ., .+.:, !� ,✓^., .. .. .. ,yh x.«Ft.'9 .K;wwL .... ..w ....,, f£".3 R. } \ �r C.B. No TO 2.82 :w w C. 0. Top,.M 2 s . _ �'v i1�1 t r K inv.10 In , i R � 10.2 7 -1 , - .. , ..:..:.... ........ ..w_.,. ...,a ....,., t ,. 38L.F. 0 H.AI : _..,. �. .:.. ,_. _,. ,., ,..,... ... ,.., .. ,,. .. ...,.:., _ ...,._....... ._...... f 2 ' ,,,...,.. ,�,,,....u...._..,... .. a 0. /+�.__• ,. 2- one L010°l �.. 3l�L ...,t2 C SI � •,t 12.82 } r"r C.B o. Top 12.52 n Inv 10. C B. o p In 1060 r' 2 .._,... .,y.. .. .. .,... �, 3 ±.N - t.,. ....._ _.... ..,,. .. tr. .. .. ..., ... _. 07R2. �RG��bT/5-.^UL✓. - .. ,i t G ` ..., �: a. ...« . G < ..:.., ,-,,.... ,... ._e^,:-rr'aa F.,...: wze.w..,,,,nrsetr�.� r'^.7.. s ..vn.x.ar< , ... s.. ,., ... aP,.,...• ...._ r,. .�i �/ tY 80L F1 t' ' �. at 0.25°/ ti'. ;+ t`� Ya.s�'G'�/i�;' n„y+'t�d--•.'."_� , � fQ . �cnd o �c+ H3 1 � Y , t7 E of Curb f'aca Z•O'WmSteSC 1n✓. /0,78 f ( 62L.F.11'" f" L $o7rt: . 101 0 0% C.e,No.23 v -•_ _.... _.._. f C. 0. No.11 Top 13.00 Top 13.00�•�. 11.00 tov. 01 is ` C.BNo.i P. 1 \--55 L.F " 01 IA�(o 50L..8"H.Al. >,/ Top 13.00 Top13. 0! Csivr�2sCE>v>11 Kg Si° 11.00 k ; a C.B, No. �I t, fnv-t$,331r' /3.z5'Top1 �271_ ,8"HAI.at3.07% Inv.5•-fir , / Top 13A • Inv. �;' i, `a I10 L.F.12"KAI.o10.25°Io 154 Co z i I.12. a , ! yv' 84 L. F.8 i. tLD °I°� at 0.110 apa ;. �,_^....9(3{#'n5't t3t'I GE: Choir, C ' ®p C rs2 \ C T�C-'% 1£t IIt3 iY{7fn^ E� -1� 45 L.F.12 H.Al. at 0.60 o C �rs2s 47' C.B. No. 20 0 Top 13.00 zl" 1 ✓� / y C.B. No. 12 y eV' �. N 0 �+� v Inv. s p op 1�9 1 1 0 1 It L.F.I ot0.60 ° Catcck r�, till > 1 C.B i S:'. q SeparaIisr .7" i�.•3i le t9�$ , /o. /S C.d.No. 24 !Aiq d 0 Ct.- 0L. 15 at d 25% s . 0 13.00 // 03 /n O +Pic .8"FLAT Cs.v es /.S a 1otBat:80-lot 1.21 %� I 115 L.F 21 "Conc.010.1% 1,41 VQ ToQ, l;00� C. Jo.. 4 i u?' 01 + ► Y9:85 4.Sce ".! IIIM. 11.0 C.S. i o.2 + � Q } F Top +�0-/ 3, Z 3 Inv. .90 t, - �- C1 fj ,r 1' 9 �' t a 1 i 11 "a� �j > a 1 •Ln � "-`IOOL.F. (8"H ALot0.25% ,i^ 120L. I 'H.ALof0.86% r,io`p 13 0 u< ...--' �.'"-•..- C.B. `, In Y /�. d� � O.. � t >, C,4 "Al.0.76 °oIn I 0 ° 144L.F.24"Cunc.at /Q Q) a) a 12 H• A25 .F.B H.AI.ot 5.60 /° C /�Tsps /44' GENERAL NOl ES _ 185L.F. .,�-.•'.s-"'Y� 1 '� CAN 3 Z' N ,., ..• L.F, 21"}t.Al. {th Cf B. 2 TypeU 48" .25 1. All corist'ruction shall conform to thf Stanci;.,rd Specifications for Municipal 2 0 Top i 4. 0 �, t_• t , % ++ . C.B.Na 13 of 0.25 /° \ il Public Wor4." C ` p11 Iov:a.9.6 106L.F. I0" Ai s;, a Construction" and standard plans 1s adopted by the City of Edmonds, �, ai Top 13.00 \ C. No.1 .----w'; � 4, o p ,� �, i o.t9 and- any recui�rements established at Cit_, fh�:arin s on this project. lay.0 0$ //03 I,iv 9,50- /()f°{ to v POrotor � 1>= �`� � 22 L.F. 12" H.Ak Top t3:$t3� '' g � p j �� `-� ,� of 0'.86 inv. :76 All �tr � k� cor� uction is subject to the inspection by th;e City of Edmonds and the � C +n C.S.' .., It 3,0 Colttractor Thal l Ylnti fy the City of their sche�l�lle in,. sufficient time to permit` � Q1 � �'- - tnv. �8 inspection .=^.nr r. ;�,�el durinn the work. C � �Tempo r: �r-osion/siltation system shall be instal!'Lsd rior, o f innin' conrutic -rid shall be maintained until storm systems' functional. Recess - 230L.F. 27"Conc. at 0.1 % " 3, 10T FfSHAI� t eathgaaeg _ _ �.�' 1 e�•�r 2s z37./ �\ 01 o.`t o 4. Tho Co�'i :shall notify the City of Edmonds Department of Public Works in C. 5 C v �,�' time ��� ! ii73�t_ a,� 1�; pection. y T 13.00 Inv. I1.00 4i. • j C. ?.�;�' st 5, jolt ..tion , ,- the site inpr e gents and undergre�llnd utilities, the Contractor actor i,�,consulting Engineer shall furnish an as -built plan to the City of Edmonds / c..s the location of all site improvements including toffs and inverts b / 4:0 U. F. 8 A t'. ' 4` ��J G 8 of8 � � �c`t� 'Syr t't".,n. 24,.Canc.J + of 3.6 % j - �J� ;Top 13.00 :,. �40 18 9 6. The COhk ractor shall conform to the standard excavation specif;,cation per APWA 1 0 ' Y 1 32° thro,�, 5 inclusive_ 80 L.F.18 "H.A1. ato.19 Existi �, 1 .�rcii�i�und facilities have bcer,,shown on -thls drawing for the purpose :/O �° e�• 5' v ..1 -of assist rt cotit', actor in locating said facil it` es in` : e."field. The contractor Conc. at 01° '� 14oL.F a nAl shall be r.-.iir�� ttir c.-ecl,in�`� actual fief to atio s and checking with appropriate o p I C.B. No.16 �, � � /A ,oho d o / Qa of .19 <Io 9 PP / i Inv. a �„ ` '.+ '� inv 13�,0 io,o9 :, ..agencies +. '. +:,y underground facilities ith�ri•-the project limits. The ° 1 1t 1 F e �y 4 t \ 6 �8'•yP� 105 L F. i "H,At. a/019 /° 100E F, t3"H.AI. a l COntrdCtO� I y solo_, rpoit ille fox" an�r damage~ta underground facilities C. i o ' ce�r 5 ,��' of o.19+0 �u7 at o ion Al. ,o resulting ij ,� f is Ope,�atfon�3., P�ra�c�r anc�y,telephone on South Side of Da ton .Street. Top'i3.0 Y • �o� \ C.B. IN No.1 Ty�p$L T2 ' a � N Bencli 1, , Top 14.50 t'}' -;,�- - - 9-17 I TBM i j� r ti - - T� p 3.00 ": if i _,vati on l i`9 So' l hljest Corner Telephone Vault 10+ East of Sanitary u Inv. 9.53 r 13:00 o %, l P r ,, �+ �, o�I �1t •�,,-,. _.. ..._,:�z .:...,_.,,.�. ,.��....., .< �F ,�.... y ���. �.<.. .�AF.,. :�ePr�t Lift Skation S'a.1'th Side + 4.id Ladder Offset under Lid. / o.s � in(+•,�9r1�9-,.4 9 _ of Dayton on Street. 7 East Of R.R. . r n �Y 7 ..' .: , . 1 ' ' J" - i�iP w�F w- +f � � ' + ^ � � � i Q t Separator ' j 1 >s - 1tf x �' w)"'' S Std. t.ocki-ngMi Lid Offset over ladder •`� `�;, 8 ' 7`r�Ci�s. (See Detoil) 1 TBM #t.-�-vation 14.61 Fire Hydrant "M" in duellar 250' East + of Telephone ila'uit. South Side of Dayton Street. 3 - R TMB #31 Elevation 13.52 Hub set at Fence Line 30'+ South of South Road (Project) jq Manhole etall o. 'I 1 n i i �1 j Adjacent to SR 104 R/W. - • /(/oTE:/.Thd /oeor�o".5 07` �'X� ffZ<:, 3¢.c•cacL.- Ou7��¢T5 fo f�¢ .r•Gi��i Datum:' City of Edmonds MLLW. cz 2K�c.l M Top (:1.14.50 2' �/o.r3 07` ��4.2 5 �o.-rrl SeGe.c��r Sys�ez..•r 7/v L�•ay7i�.� 5•�`rm�7'� / / I qp /sOT C_'O if.✓lfy Gr �b 7til� QK/ST/�lq .C� fps'( J i5".G G•%� J�/Uri+7 JCfi��d✓ '. % Note. After i> ; allotion a 10 wide Easement is to be dedicated to the City of Edmond for " - _ r SyS z.N a �h� s firs c taco,/o., cLno/ /Hvsrfs e saw+¢ 2rcC as mainianance of the system. yll�•� ✓1 // / 4 �bCQY'ie.•rSJ .-'"s/�¢�� c.7� 57"dtnG,'LS QS ior48ors of 12.52 s b 120. C. M, � , 1 t 404 G t APPROVAL: Storm Sevier System and Details this dayof AvC�0 �,-r 1982. la ,o t© �27. �,\�G C.i.ty-154agineer , EdmondsWashington 24 8" v,Preca St Baffle EA t tV tV qwco M C � J W +� 0 0 C CL 72 Dia.. � SCALE NORTH . 1Oil n s•. xse. . • eu.2•^3 . w J .t .... X YL ci` . , 1Y ai lY p ,'A DES. SHENO ARWI on, he . TS 44�; a 1 - UNII ' 2 e r I *'.' `I I e r� �) MG O` Harbor, Square EDMOINDS., WASHINGTONI PROFILES Ptn. Gov't. Lot 3, Sec. 23, Twp. 27 N. Rn 3 E., W.M.