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HomeMy WebLinkAboutPermit File 3806 O Avenue 0429604-1 0005 10/22/2004 002 4 Permit Fees 005310 $1,473.56 GAT Y C� _ City of Anacortes Permit#: BLD-2004-0045 904 6th Street Issue date: 10/22/2004 '!1' P.O.Box 547 Expire date: 10/22/2005 Anacortes, WA 98221-0547 'ISA? (360) 293-1901 Job Address: 3806 0 AVE Permit Type: Commercial Repair/Alter Permit ANACORTES WA 98221 Project: APN: P57859 Remarks: Provide a 1,194 square foot addition to the existing 1306 square foot telephone switch building for additional switch equipment space and including HVAC and emergency pwoer up grades. Owner: VERIZON Contractor: Address: 1800 41ST ST Address: EVERETT WA 98206 Phone: (425)261-5408 Phone: License#: General Information: Fees: Building Valuation 75000 Building Permit Fee 661.25 State Building Code Fee 4.50 Plan Review Fee 429.81 Traffic Impact Fee 378.00 Total Calculated: 1,473.56 Deposits/Receipts: 0.00 Total Due: 1,473.56 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE (+ OWNER ORV. THORIZED AGENT ISSUED BY Building Department Memo To: Ian Munce From: Michelle Deaton MQ Date: 10/21/2004 Re: 3806"0"Avenue—Traffic Impact Verizon has submitted application to construct a 1,194 square foot addition to an existing telephone switch station located at 3806"0"Avenue Please review the following traffic impact fee and let me know if you concur by signing below. Ordinance No.2277-#110 Light Industrial 1,194 square feet- 1,000= 1.19 x 0.42 x$900.00=$378.00 Total Traffic Impact Fee=$378.00 /7/.4A-Vc4-1 /OA 04 Ian Munce, Planning Director Date 1 CONDITIONAL USE APPLICATION l�1/4 I a[ q °j I ' F 01,'To ----4 Iivv vSE El Date application submitted to Planning Department . ❑ Application Fee [$750.00] Receipt Number . ❑ Applicant's Name, Mailing Address AND Phone Number: Kord S Kurisu/Architect 13028 Harbour Hts. Dr. Mukilteo,Washington 98275 ( ) 425 870-0368 ❑ Name and Address of Property Owner if Not Applicant Verizon Northwest P.O.Box 1003,WA0101LB Everett,Washington 98206 ElAddress of Property for Conditional Use: 3806 "0"Ave. El Legal Description of Property: See attached El Conditional use being applied for(Include Zoning Code Section Number): Expansion of an existing Conditional Use(17.10.100 F) If the use is not listed, the Administrator shall make a determination on similarity of the use with listed uses and forward his recommendation to the Planning Commission. ❑ Zone Designation of Property: ❑ State Environmental Policy Act(SEPA) Checklist required? Yes No X If yes, please attach Checklist to Application together with $200.00 Filing Fee City of AnacortesCP.O. Box 5474-Anacortes, WA 98221 i (360)299-1943¢% 1 ❑ Reason for Applying for Conditional Use Permit: Provide the additional telephone equipment space to service the growing demand for commercialoresidential,and emergency telecommunications in this area. The project will also provide a redundant HVAC system and emergency power to ensure the operating environment is maintained for the computerized telephone equipment. ❑ Attach list of Property owners within 300 feet of property involved. ❑ Attach vicinity map from Anacortes Engineering Department. Attach any maps, diagrams, or other material which supports Conditional Use Application. All information is said to be true under penalty of perjury by the Laws of the State of Washington. s/iu/o45/ Signature Date City of AnacortesCP.O. Box 547CAnacortes,WA 98221€(360)299-1943 Kathleen@cityofanacortes.org FLAT TNEREOF� AGGpRp\N�-TO\NGTON \0. 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WEST RA y0N GO\"\5E�NDy M�NUTE D�Np\GUO R it N R\GNDTFOF W NDSFWEST TOpA D PARPUUEU YEECO 5 WEST PELN TNT NOS-TN R\G SEG�ND\GU LONG AEW F��ND gAy�TAULOE RTE SEGON�O EA TROT PO?CANT OF 0T SECONDS NC�f \00.0 3FEET TO NNE HE�TTy AO OF \00 00 pED\STANCE j Y' is -a( - 7 GTE Substation 38th & "0" and Vacation of Half of Taylor Street Mayor Rice declared a public hearing open on a proposed conditional use permit for a GTE switching station at 38th & "0" and vaction of half of Taylor Street. Representatives from GTE were in attendance for questions as needed. Roger Finoher, architect for GTE described the proposed building design. There were no further comments from the audience and Mayor Rice declared the public hearing', closed. Mr. Separovich moved and Mr. Rock seconded that the proposed conditional use permit for a GTE substation, and vacation of half of Taylor Street, be approved with conditions as outlined previously. Vote: Ayes — Brown, Horn, Smith, Rock,, Maxwell, Separovich. Motion carried. CITY OF ANACORTES PLANNING COMMISSION MEETING December 9, 1987 MINUTES Members present: Latham, Jackson, Pickett, Carlisle, Welk Staff present: Secretary Munce and Mayor Rice The minutes of the November 11, 1987 meeting were approved on a motion by Carlisle seconded by Jackson. Old Business: Chairman Pickett opened a continued public hearing on a pro- posed GTE sub-station for the general vicinity of 38th and "0". Planning Director reported that following-up on the previous Planning Commission meeting, he had written to GTE proposing seven conditions for this project. He reported that he had met with representatives from GTE and that on November 30, 1987 GTE had agreed to comply with the first six of the seven conditions. GTE pointed out that the proposed seventh condition, namely that the 30' easement to Longview be paved, was not appropriate as the easement would expire within twelve months. The Planning Director then recommended approval of the conditional use permit subject to the following six conditions: 1. the building and associated structures be no more than 10' above the water main manhole located in front of 3806 N Ave. ; 2. no antennas project above the proposed building; 3. the landscaping, including trees, be limited to this 10' height limit; 4. the portion of 38th St. between "N" and "0" Avenues be dedicated to the City for right-of-way purposes; 5. existing trees on the property that are over 10' from the 3806 "N" Ave. reference point be removed; 6. no GTE trucks be based at this site overnight. A number of neighbors spoke on this matter and representatives from GTE answered questions. The proceedings of the public hearing are on tape and filed at City Hall. After Chairman Pickett closed the public hearing, Mr. Carlisle moved that the Planning Commission recommend approval of this conditional use permit to the City Council with the six conditions recommended by the Planning Director. The motion was seconded by Mr. Latham and passed unanimously. New Business: The Planning Commission reviewed a shoreline permit application to locate a private boat moorage at 2310 Dover Drive (Lot 33, Skyline Div. No. 11 & a portion of Government Lot 1) . The Planning Director submitted his staff report dated November 23, 1987. He reported that no comments had been received on this proposal from any neighbors or agencies. The Planning Commission briefly discussed the project with the applicant. Mr. Latham then moved that the Commission take the following action: it , Planning Commission Meeting Dec. 9, 1987 Page two 1. accept the Planning Director's staff report of November 23, 1987; 2. adopt the Findings of Fact set-out in this staff report, and 3. approve the project with the two conditions recommended by the Planning Director as follows: A. the scope of the project not exceed that described in Attachment A to Exhibit 1, and B. the dock shall be for the exclusive use of the property owner and his/her/their short-term, bonafide, non-paying guests. The motion was seconded by Mr. Carlisle and passed unanimously. 11 The meeting adjourned at approximately 8:30 p.m. II 1 1 it DECISION TO ISSUE CONDITIONAL USE PERMIT Based on the foregoing Findings of Fact and Conclusions of Law, the Anacortes Planning Director - tier authorized to issue a Conditional Use Permit for the Verizon facility expansion at 06 "O"Avenu subject to the following conditions: 1. Conditional Use Permit approval authorizes the applicant to proceed with application for necessary permits to construct required improvements and to prepare construction drawings in accordance with the determinations made and conditions imposed by the City Council. The scope of this permit is not to exceed that as set-out in the Conditional Use Application (Attachment A and Exhibits). 2. Approval of this application does not waive or alter any requirements of City code unless specifically addressed herein. 3. Construction or substantial progress toward construction of the project must be undertaken within two years after the approval of this permit. Substantial progress towards construction shall include, but not be limited to the letting of bids, making of contracts, purchase of materials involved in development, but shall not include development or uses which are inconsistent with these Findings of Fact and Conclusions of Law or the applicable sections of the Zoning Ordinance. In determining the running of the two year period hereof, there shall not be included the time during which a development was not actually pursued by construction and the pendency of litigation reasonably related thereto make it reasonable not to so pursue: PROVIDED, that the Planning Commission may, at its discretion, extend the two-year time period for a reasonable time based on factors, including the inability to expeditiously obtain other governmental permits which are required prior to the commencement of construction. • 4. If the project has not been completed within five years after the approval of this permit, the Planning Commission shall at the expiration of the five year period review the permit and, upon a showing of good cause, do either of the following: a) extend the permit for one year; or b) terminate the permit, PROVIDED, that the running of the five year period shall not include the time during which a development was not actually pursued by construction and the pendency of litigation reasonably related thereto make it reasonable not to so pursue. 5. This project is subject to applicable water, sewer, and stormwater hookup fees and transportation, fire, school, and park impact fees. These fees are payable at levels in effect at the time of building permit issuance and may differ from those fee levels currently in effect. 6. An on-site fire hydrant shall be installed as required by the City Fire Chief. 7. A Fire Department turnaround shall be installed as required by the City Fire Chief. VERIZON CONDITIONAL USE � I ( ) 8. Entrance gates shall be installed as required by the City Fire Chief. 9. A regular City street light shall be installed on "0" Avenue at the applicant's expense. 10. The landscaping along Taylor Street shall be replaced with landscaping approved by the Planning Director and shall be regularly maintained. These Findings of Fact and Conclusions of Law were adopted by the Anacortes City Council on 8 - Z--0 CITY OFOF/ANACORTES, WASHINGTON By TV, 44 c. H. Dean Maxwell, Ma r ATTEST: APPROVED AS TO FORM: J ifer Tr e6�f I, Interim City Clerk Ian S. Munce, City Attorney ' 1 2 i*14 KORD S KURISU/ARCHITECT 13028 Harbour Hts.Dr. Phone:425 870-0368 �♦� +" - Mukilteo,Washington 98275 Email:kskurisu@msn.com /� October 11,2004 City of Anacortes P.O. Box 547 v` Anacortes, Washington 98221 `""k#� Verizon Northwest Hart Lake RSU Building Addition 3806 "0"Avenue Anacortes, Washington Attention: Mr. Don Measamer This letter is in response to your attached letter dated 10/5/04 regarding the following items: Item No. 1 - Will comply and apply for a Mechanical Permit. Item No. 2 - Verizon has contracted for the required concrete and reinforcement inspection with Mr. Jeffrey Mercer of Krazan&Associates, Inc. (425 485-5519). Item No. 3 - The fire apparatus turnaround area has been indicated on the attached revised Civil and Architectural Sheets A-1 and C-3. No parking signs are shown near the building on the attached Sheet A-2. The turn around is per the attached City of Anacortes Detail R-1,Example 2. Item No. 4— The location of the new street light location and fixture typehas been added to the Architectural and Civil Site Plans, attached Sheets A-1 and C-3. Item No. 5 - The location of the new fire hydrant has been located on the attached revised Architectural and Civil Sheets A-1 and C-3. Fire hydrant details have been added to Sheet C-3. Please call me if you have any additional questions or require any additional information. Thank you. Sincerely, Kord Kurisu-Architect attachments: City of Anacortes Review Letter, City of Anacortes Detail R-1 Sheets A-1,A-2,C-1 thru C-3 r DCI - ENCINEERS l� D ' AMATO CONVERSANO INC. City of Anacortes Don Measamer PO Box 547 Anacortes,WA 98221 Re: Verizon Northwest 3806 "O"Avenue Anacortes,WA Dear Mr. Measamer: Thank you for your time reviewing the civil engineering plans for the above mentioned site. The civil drawing revisions include: • #3 The site plan and civil drawings indicate the fire apparatus turnaround information per the provided detail. • #4 The street light has been shown on sheet C-3. • #5 The fire hydrant has been shown with a corresponding detail. The revision block has been revised to reflect the plans have been changed. It is concluded that the civil plans are compliant with City requirements. Sincerely, DCI Engineers 11 "VW '160Y5 Carrie Keating, PE Civil Project Engineer m oon MU And C•1•oucr C,Wit iWI •Rut I°vi m WA VRnnd • PRnNR(A751 R77-77RR •FAX' (4.951 R77-R9R6 aI • October 5,2004 Bo 1 Northwest P.O C P.O.Box 1003 0 Everett,WA 98206 RE: 3806"0"Avenue Addition to Existing Telephone Switching Building The following ate comments and questions concerning the plan review done on the above-mentioned project. Please revise the drawings as needed. 1. Complete a mechanical permit application. 2. Provide proposal for the required special inspection agency that will perform concrete and reinforcement inspections. 3. Indicate to the site plan and civil drawings how the required fire apparatus turnaround is provided. Include all measurements corresponding with the attached detail. Conditional Use Permit No. 7. 4. Show location of the proposed city street light on the site plan and civil drawings. Indicate type of light per Conditional Use Permit No. 9. 5. Show proposed location of the required fire hydrant per Conditional Use Permit No. 6.Provide details for installation of the hydrant. Thank You, CITY OF ANACORTES Don Measamer • Senior Plans Examiner TOOIPJ 361E133I3 9C6TC6Z09C IV3 ZS:60 N0W tO/TT/OT 1ao.—o• I RADIUS b ?la TO'-O' 2V-o' EXAMPLE 1 EXAMPLE 2 isitaius tn. MK 30' Mat EXAMPLE "NO PARKING" RADIUS M.U.T.C.D: R8-3A EXAMPLE 3 TURN AROUND NOTES: 1. ALL DIMENSONS SHOWN ARE MMUS LESS SHOULDER. 2. ALL WEARIER SURFACING IS REQUIRED To SUPPORT ANACORIES FIRE DEPARTMENT (APPARATUS). PREPARED SUBGRADE. V BALLAST. 3' CSTC. 3. HAMMERHEADS MILL BE EVALUATED FOR PMVATE DRIVES ON A CASE-BY-CASE BASS BY THE FIE MARS IALL. 4. seas AND PLACEMENT OF 'ND PARKING' SONS ARE TD BE SECTION 78.35 AND 213-3B OF THE MANUAL ON UIIORM TRAFFIC CONTROL DEVICES OR SUCCESOR EDIDON. s. MOPE: 1S MINIMUM. Nl MAMMUM IN ANY DIRECTION 6. VERTICAL CURVE SCALE NOT TO SCALE ��1" DETAIL: R-1 FIE: STREET-HAMNER EAD.DWG HAMMERHEAD EFFECIVE 0A7MI DATE: REVIEW% '" 'COOS TURN-AROUND October 5, 2004 Verizon NorthwestP.O. Box 1003210(112 Everett, WA 98206 RE: 3806 "0" Avenue Addition to Existing Telephone Switching Building The following are comments and questions concerning the plan review done on the above-mentioned project. Please revise the drawings as needed. 1. Complete a mechanical permit application. 2. Provide proposal for the required special inspection agency that will perform concrete and reinforcement inspections. 3. Indicate to the site plan and civil drawings how the required fire apparatus turnaround is provided. Include all measurements corresponding with the attached detail. Conditional Use Permit No. 7. 4. Show location of the proposed city street light on the site plan and civil drawings. Indicate type of light per Conditional Use Permit No. 9. 5. Show proposed location of the required fire hydrant per Conditional Use Permit No. 6. Provide details for installation of the hydrant. Thank You, CITY OF ANACORTES Don Measamer Senior Plans Examiner n Measamer, Don From: Lunsford, Jonn Sent: Tuesday, October 05, 2004 8:19 AM To: Measamer, Don Subject: verizon bldg Hi Don, Bayberry (berberis v.) is a good plant for this situation. It is thorny, they may consider that a drawback. You can get it in evergreen, deciduous, flowers, varigated... etc. Escallonia is another option. It will grow a bit taller, and may need some pruning. Ceanothus would work too, if they get the right variety. Ceanothus"dark star" is a california lilac which grows to about 4-6 feet. http://www.bewaterwi se.com/Ga rdensoft/plant_description.aspx?Plant)D=2536 see this web site for more info. 1 r� KQSNIK .A$k ENGINEERING Verizon Communications Hart Lake RSU Building Addition 3806 "0" Avenue Anacortes, Washington Structural Calculations for Permit Submittalir Ras * • O °wA si,r,�c4 • ;,,ff . w o}(r�•04 I 40, F,20744 EXPIRES 7. /9 .Q s. Project No. 04-099 8-25-2004 16300 Mill Creek Blvd., Suite G2, Mill Creek, WA 98012 •(42)) 743-,'004(phone) • (42)) 743-1848(fax) Hart Lake RSU Building Addition Verizon Communications KE Job. No. 04—099 S IRUCI`URAL CALCULATIONS INDEX Sheet Design Criteria 01 Roof Framing 06—9 Foundation 10 Lateral Design 12- 13 EC®S I K Project Name: Verizon-Hart Lake RSU i 1 i i ENGINEERING Project No.: 04.099 CONSULTING STRUCTURAL ENGINEERS Date: ar25/zoo4 Sheet No.: MATERIAL SPECIFICATIONS STRUCTURAL STEEL Structural Angles, Plates, Bars&Miscellaneous ASTM A36 Fy= 36 ksi 4 Roof Deck, Wood-see plans N/A F = N/A Bolts ASTM A307 Ft= 20 ksi Anchor Bolts ASTM F1554 Grade 36 F,= 20 ksi CONCRETE Footings (Design) F',= 2500 psi Footings (Material) F'c= 3000 psi REINFORCING STEEL #5& Larger ASTM A615 Gr. 60 F = 60 ksi #4&Smaller ASTM A615 Gr. 40 Fy= 40 ksi Welded Wire Fabric ASTM A-185 FOUNDATION Sand,Silty Sand,Clayey Sand,Silty Gravel or Clayey Gravel q= 2000 psf WOOD 2 x 4 Studs Hem-Fir Gr: Stud Fb= 675 psi 2 x 6 Studs Hem-Fir Gr No.2 Fb= 850 psi 2 x Joists Douglas-Fir Larch Gr: No. 2 Fb= 875 psi 3 x Joists Douglas-Fir Larch Gr: No. 2 Fb= 875 psi 4 x Beams Douglas-Fir Larch Gr: No. 1 Fb= 1000 psi 6 x Beams Douglas-Fir Larch Gr. No. 1 Fb= 1350 psi 4 x Posts&Timbers Douglas-Fir Larch Gr: No. 2 Fb= 875 psi 6 x Posts&Timbers Douglas-Fir Larch Gr: No. 1 Fb= 1200 psi Glued Laminated Beams,without cantilevers DF/DF 24F-V4 Fb= 2400 psi Glued Laminated Beams, with cantilevers DF/DF 24F-V8 Fb= 2400 psi Proprietary Joists, Beams&Trusses See Plans Specs, 04-099 Had Lake-Design!Pads.23 xis K®S IK Yi Project Name: Verizon- Had Lake RSU ENGINEERING Project No.: 04.099 CONSULTING STRUCTURAL ENGINEERS Date: 5/25/04 Sheet No.: 2 DESIGN CRITERIA: International Building Code, 2003 Edition Live Loads: Roof Live Load = 20 psf Ponding = No Floor Live Load = ti Storage= Corridors, Exits = Snow Loads: Snow Load= 25.0 psf 100% Reduction in Combination with Seismic, Section 1630.1.1,¶3 Drifting Considered: N Snow drifting per Code: N/A Rain Surcharg: Wind: 85 mph, Exposure B Method: Simplified Ps = XIw P530 h = 15 ft. Iw = 1.00 X. 1 [Table 1609.6.2.1(4)] P530 = 14.4 psf P53o uplift= 13.8 psf [Table 1609.6.2.1(1)] 5 = 14.4 psf Ps uplift= 13.8 psf Seismic: Seismic Use Group: 1 Importance Factor, /E 1.00 Latitude: 48.49013 Longitude: -122.61474 Ss= 1.170 = 0.363 Sms= Fa Ss= 1.205 Site Class: D Sm1 = Fv S = 0.606 Fa = 1.03 SD5= 2/3 Sms= 0.803 Fv= 1.67 Sol = 2/3 Sml = 0.404 Seismic Design Category: For Sos= 0.803 SDC= D For Sol = 0.404 SDC= D Simplified Analysis: V= (1.2SDs)W/R = 0.148W R = 6.5 Use V= V/1.4 = 0.106W (ASD) Design Loads. 04-099 Hart Lake-Design Loads-2 Sods Verizon - Hart Lake RSU Date and Time: 8/25/2004 9:13:59 AM MCE Ground Motion - Conterminous 48 States Latitude = 48.49013, Longitude = -122.61474 Period MCE Sa (sec) (%g) 0.2 117.0 MCE Value of Ss, Site Class B 1.0 036.3 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 120.5 Sa = FaSs, Fa = 1.03 1.0 060.6 Sa = FvS1, Fv = 1.67 • I xi Anacortes, Washington, United States _ 1�y 251 St -1t } `, h Ih > h {gg I d� 1, li �; Anacorte§ __--t\ (l'�__'-2 '`; i61 cg . 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II ' it iti, . ,‘,_____, , eI p , I 0mi 0.2 0.4 0.6 0.8 1 Copyright a 1988-2000 Microsoft Corp and/or its suppliers All rights reserved http//www microsoft com/Streets ®Copyright 1999 by Geographic Data Technology,Inc All rights reserved ®1999 Navigation Technologies All rights reserved This data includes information taken with permission from Canadian authorities©Her Majesty the Queen in Right of Canada Page Copyright 1999 by Compusearch Micromarketing Data and Systems Ltd n 11 ® ' Project Name: Verizon - Hart Lake RSU 1' ENGINEERING Project No.: 04.099 CONSULTING STRUCTURAL ENGINEERS Date: 8/25/04 Sheet No.: ' Gravity Loads Dead Loads: Roof Loads Decking/ Trusses Item Sheathing Top Chord Bott. Chord Girders - Roofing 3.0 Sheathing 1.8 Insulation 2.0 Roof Trusses 1.7 1.7 Ceiling 2.8 Mechanical 20.0 Miscellaneous 0.5 Total: 4.8 3.7 25.0 Accumulative Total: 4.8 8.5 33.5 33.5 Roof Loads,04-099 Hart Lake-Desrgn Loads-2.3.xls 0 KOSNIK Project: \ - - -Hv'r 1..-Tcry, las ENGINEERING CONSULTING STRUCTURAL ENGINEERS Job No: 041-(.7 Date b7.'-sIC 4-Sht O i n 1 GP 4' -v f y 2, ' , a 20 f ADD -) ADc.- _c-i I 2 C74SF n6 -rrN-=s:-3 01 aI _ 1 v5-3 nTX -1-—/ __ ___ 1- I j -__ U, A = a l N F re P �1 �1 1 • KOSNIK Project: V - -1-2-0— ENGINEERING CONSULTING STRUCTURAL ENGINEERS Job No: 0^ .O'!1 Date 2/7.(/ 4- _Sht 1 , ti ti L= 1l -kJ 7 C1-!?1.- , I L = Yt '-Ga 22 x /: hJS = I;tiy2r - of dw ; Vim R Pv 'i�i Y 11.T/ _ ( s4F - v4 L = lz 5 V"D _ 217,3`' rtlD.!el ,4IT i- 4.x -)- Ic = -'ii O. ! 12 e_ rz s n< ti uo 2 z = �(s�4 ✓,S; C S/o v /v 2G F -- va s � G, b 4" � Business 1/2" B 1 TM ¢ TJ-Beam(TM)610Senal Number 7003007315 5 1/8" x 10 Classic Glulam (24F - V4 DF) User 2 62572004 ineVer 1 n'1103 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN G 05 AM Page 1 Engine Version'1 103 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0,12 Roof Slopegi12 11'6" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 450.0 335.0 0 To 11'6" Replaces SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 4.50" 4 50" 2588/2001 /0/4589 By Others None 2 Stud wall 4.50" 4.50" 2588/2001 /0/4589 By Others None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s) By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 4389 -3591 9902 Passed(36%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 12071 12071 21660 Passed(56%) MID Span 1 under Snow loading Live Load Defl(in) 0 167 0.367 Passed(L/792) MID Span 1 under Snow loading Total Load Defl (in) 0 295 0.550 Passed(U447) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -The analysis presented is appropriate for Classic GlutamTM beams by Weyerhaeuser. _ PROJECT INFORMATION: OPERATOR INFORMATION: Verizon-Hart Lake RSU Jim Persing Kosnik Engineering 16300 MIII Creek Blvd Suite G2 Mill Creek,WA 98012 Phone:4257437004 lim@kosnik com Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJ-Beams is a registered trademark of Trus Joist. Classic Gluier' is a trademark of Weyerhaeuser. K:\Year 2004\04-099 Verizon - Hart Lake RsU\Eng\04.099 Verizon - Hart Lake - TJ beam.sms �jl //�,9ia . B-2 V TJ-aeam(TM)610SenalNu ®AVercr 70user Bunness 03007315 5 1/8" x 10 1/2° Classic GIuIamTM (24F - V4 DF) Usec2 Engine Version 110330 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 1 10 3 CONTROLS FOR THE APPLICATION AND LOADS LISTED I Member Slope:0 12 Roof Slape0.12 Ohl h�1 d 12'5" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width 1' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 425.0 310.0 0 To 12'5" Replaces SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 5.50" 5.50" 2639/2006/0/4644 By Others None 2 Stud wall 5.50" 5.50" 2639/2006/0/4644 By Others None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 4395 -3647 9902 Passed(37%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 12910 12910 21660 Passed(60%) MID Span 1 under Snow loading Live Load Defl(in) 0.205 0.392 Passed(L/688) MID Span 1 under Snow loading Total Load Defl(in) 0.361 0.587 Passed(L/391) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:L/360,TL:L/240) -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT] The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -The analysis presented is appropriate for Classic GlulamTM beams by Weyerhaeuser. - PROJECT INFORMATION: OPERATOR INFORMATION: Verizon-Hart Lake RSU Jim Persing Kosnik Engineering 16300 MIII Creek Blvd Suite G2 Mill Creek,WA 98012 Phone:4257437004 Jim@kosnik.com Copyright C 2003 by Trus Joist, a Weyerhaeuser Business TJ-Beam® IS a registered trademark of True Joist. Classic Glulamm is a trademark of Weyerhaeuser K:\Year 2004\04-099 Verizon - Hart Lake RSU\Eng\04.099 Verizon - Hart Lake - TJ beam - B-2.sms • 712 KOSN I K Project: \A�,--,ZvY - ENGINEERING CONSULTING STRUCTURAL ENGINEERS Job No: C'--):e ' '• "' Date c (p 4 Slit I o e-p &S X io" "-LIL _ - 1 ( \D,� ,, Vas rL._ - -c � I _ c— 177 z I = I v ✓'p = 16X IS f ZZXIS = 5S414i/ i I1JO - I 41-if . cc r` i ,"7Y 4 1 Y ", )• rls/ I. Qz Imo . fQ .t a l _ S -r ,'77`1am' / z = `i , _/, '�? Nam" r r ' � I , OKQSNIK Project: V � v - - I Zr a -e �s ENGINEERING CONSULTING STRUCTURAL ENGINEERS Job No: O410 Date 'b12-5/b 4-Sht - 61 cr) a LPa —v 71. 2n 2a ' R PDD't--) 1 ,tycpc- `0,..t 2 0 - ,----, g) I II I II O I, riPAKOSNIK Project: \�a-.2 ENGINEERING CONSULTING STRUCTURAL ENGINEERS Job No: Date Sht !Z klb 4J 1G VJ= (�4fLCe4 -f I2-2z1 ) x6ILtS) + \i/ : er- 'Vi , L06 x 2 `l Z.,c�Z v)/cif> • • Project: ai2 - Laic ragKOSNIK ENGINEERING CONSULTING STRUCTURAL ENGINEERS Job No: " 4'. '' Date =7 Lsht 112 111, L1a S f l ,4'1.2 — )\.CFCe / i 1;.tr-� \J — L c;o d b/ X 12 ' 'j G n -1"-r r= <yv�.0 a = 3s <, - vis vzfz, Lln F A D 2 vJ = Iz s / ! L ,4x .y.7 oCv¢ ti = /1 1 ' L ti 11 4 + -'vAs- _ `mod 4�i • J .,21-c r2ii c t I "pi Ste. C- 6-7 rJ grl ° 144 'Yr I' -�- = J I • lT-O ' i9000-*,,evf DECISION TO ISSUE CONDITIONAL USE PERMIT Based on the foregoing Findings of Fact and Conclusions of Law, the Anacortes Planning Director • r uthorized to issue a Conditional Use Permit for the Verizon facility expansion at 06 "0"Avenu subject to the following conditions: 1. Conditional Use Permit approval authorizes the applicant to proceed with application for necessary permits to construct required improvements and to prepare construction drawings in accordance with the determinations made and conditions imposed by the City Council. The scope of this permit is not to exceed that as set-out in the Conditional Use Application (Attachment A and Exhibits). 2. Approval of this application does not waive or alter any requirements of City code unless specifically addressed herein. 3. Construction or substantial progress toward construction of the project must be undertaken -within two years after the approval of this permit. Substantial progress towards construction shall include, but not be limited to the letting of bids, making of contracts, purchase of materials involved in development, but shall not include development or uses which are inconsistent with these Findings of Fact and Conclusions of Law or the applicable sections of the Zoning Ordinance. In determining the running of the two year period hereof, there shall not be included the time during which a development was not actually pursued by construction and the pendency of litigation reasonably related thereto make it reasonable not to so pursue: PROVIDED, that the Planning Commission may, at its discretion, extend the two-year time period for a reasonable time based on factors, including the inability to expeditiously obtain other governmental permits which are required prior to the commencement of construction. • 4. If the project has not been completed within five years after the approval of this permit, the Planning Commission shall at the expiration of the five year period review the permit and, upon a showing of good cause, do either of the following: a) extend the permit for one year; or b) terminate the permit, PROVIDED, that the running of the five year period shall not include the time during which a development was not actually pursued by construction and the pendency of litigation reasonably related thereto make it reasonable not to so pursue. 5. This project is subject to applicable water, sewer, and stormwater hookup fees and transportation, fire, school, and park impact fees. These fees are payable at levels in effect at the time of building permit issuance and may differ from those fee levels currently in effect. 6. An on-site fire hydrant shall be installed as required by the City Fire Chief. 7. A Fire Department turnaround shall be installed as required by the City Fire Chief. k . VERIZON CONDITIONAL USE 8. Entrance gates shall be installed as required by the City Fire Chief. 9. A regular City street light shall be installed on "0" Avenue at the applicant's expense. 10. The landscaping along Taylor Street shall be replaced with landscaping approved by the Planning Director and shall be regularly maintained. These Findings of Fact and Conclusions of Law were adopted by the Anacortes City Council on g• a-64 CITY OOFF jANACCORTES, WASHINGTON H. Dean Maxwell, Ma r ATTEST: APPROVED AS TO FORM: __� �__e___ . s� mil• i�' J ifer Tr &el, Interim City Clerk Ian S. Munce, City Attorney 2 1-„j. 100'-0" 30' MIN. RADIUS \ O 70'-0" 30' MIN. 1 RADIUS N 20'-0" 20'-0" EXAMPLE 1 EXAMPLE 2 30' MIN. RADIUS 0- so, / 0, 30' MIN. EXAMPLE "NO PARKING" 20 RADIUS M.U.T.C.D: R8-3A EXAMPLE 3 TURN AROUND NOTES: 1. ALL DIMENSIONS SHOWN ARE MINIMUM LESS SHOULDER. 2. ALL WEATHER SURFACING IS REQUIRED TO SUPPORT ANACORTES FIRE DEPARTMENT (APPARATUS). PREPARED SUBGRADE, 6" BALLAST, 3" CSTC. 3: HAMMERHEADS WILL BE EVALUATED FOR PRIVATE DRIVES ON A CASE-BY-CASE BASIS BY THE FIRE MARSHALL. 4. SIGNING AND PLACEMENT OF "NO PARKING" SIGNS ARE TO BE SECTION 28.35 AND 26-36 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR SUCCESOR EDITION. 5. SLOPE: 1% MINIMUM, 6% MAXIMUM IN ANY DIRECTION 6. VERITICAL CURVE SCALE: NOT TO SCALE ,` I °" DETAIL: R-1 FILE: STREET-HAMMERHEAD.DWG HAMMERHEAD EFFECTIVE DATE: REVIEW BY DATE: REVIEWER: 4 C°et TURN -AROUND 3-19-02 00-00-00 XX CITY OF ANACORTES PLANNING COMMISSION MEETING December 9, 1987 MINUTES Members present: Latham, Jackson, Pickett, Carlisle, Welk Staff present: Secretary Munce and Mayor Rice The minutes of the November 11, 1987 meeting were approved on a motion by Carlisle seconded by Jackson. Old Business: Chairman Pickett opened a continued public hearing on a pro- posed GTE sub-station for the general vicinity of 38th and "0". Planning Director reported that following-up on the previous Planning Commission meeting, he had written to GTE proposing seven conditions for this project. He reported that he had met with representatives from GTE and that on November 30, 1987 GTE had agreed to comply with the first six of the seven conditions. GTE pointed out that the proposed seventh condition, namely that the 30' easement to Longview be paved, was not appropriate as the easement would expire within twelve months. The Planning Director then recommended approval of the conditional use permit subject to the following six conditions: 1. the building and associated structures be no more than 10' above the water main manhole located in front of 3806 N Ave. ; 2. no antennas project above the proposed building; 3. the landscaping, including trees, be limited to this 10' height limit; 4. the portion of 38th St. between "N" and "0" Avenues be dedicated to the City for right-of-way purposes; 5. existing trees on the property that are over 10' from the 3806 "N" Ave. reference point be removed; 6. no GTE trucks be based at this site overnight. A number of neighbors spoke on this matter and representatives from GTE answered questions. The proceedings of the public hearing are on tape and filed at City Hall. After Chairman Pickett closed the public hearing, Mr. Carlisle moved that the Planning Commission recommend approval of this conditional use permit to the City Council with the six conditions recommended by the Planning Director. The motion was seconded by Mr. Latham and passed unanimously. New Business: The Planning Commission reviewed a shoreline permit application to locate a private boat moorage at 2310 Dover Drive (Lot 33, Skyline Div. No. 11 & a portion of Government Lot 1) . The Planning Director submitted his staff report dated November 23, 1987. He reported that no comments had been received on this proposal from any neighbors or agencies. The Planning Commission briefly discussed the project with the applicant. Mr. Latham then moved that the Commission take the following action: r Planning Commission Meeting Dec. 9, 1987 Page two 1. accept the Planning Director's staff report of November 23, 1987; 2. adopt the Findings of Fact set-out in this staff report, and 3. approve the project with the two conditions recommended by the Planning Director as follows: A. the scope of the project not exceed that described in Attachment A to Exhibit 1, and befor the exclusive use of the property owner and B. the dock shall P p Y his/her/their short-term, bonafide, non-paying guests. The motion was seconded by Mr. Carlisle and passed unanimously. The meeting adjourned at approximately 8:30 p.m. II 1 1 CITY OF ANACORTES PLANNING COMMISSION MEETING November 11, 1987 MINUTES Members present: Hogg, Jackson, Baker, Pickett, Carlisle, Welk Staff present: Secretary Munce, Mayor Rice The minutes of the previous meeting were approved on a motion by Pickett seconded by Carlisle. Chairman Hogg then opened the public hearing on a proposal by GTE to locate the sub-station at 38th & "0" Ave. The proceedings of this public hearing are on tape and filed at City Hall. A number of neighbors expressed concern about the project but indicated that there were conditions under which they could actively support issuance of a conditional use permit. The Planning Commission Chairman continued the public hearing to December 9, 1987 stating that it was imperative that representatives from GTE attend this meeting. The Planning Director sum- marized the conditions proposed by the neighbors as follows: 1. The building and associated structures be no more than 10' above the water main manhole located in front of 3806 N Ave. ; 2. No antennas project above the proposed building; 3. The landscaping, including trees, be limited to this 10' height limit; 4. The portion of 38th St. between N and 0 Avenues be dedicated to the City for right-of-way purposes; 5. Existing trees on the property that are over 10' from the 3806 N Ave. reference point be removed; 6. No GTE trucks be based at the site over night; and 7. That the 30' easement to Longview be paved. He indicated that he would send a letter regarding these conditions to GTE with copies to the neighbors. The meeting adjourned at approximately 8:30 p.m. PLANNING COMMISSION MEETING December 9 , 1987 - 7 : 30 P .M. Municipal Building Council Chambers AGENDA 1. Roll Call 2 . Minutes of November 11 , 1987 Meeting 3 . Correspondence 4 . Old Business: Public Hearing - Continued GTE Sub-Station - Conditional Use 5 . New Business : Shoreline Permit Private Boat Moorage - Skyline `., cip ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. (INCLUDING BUILDING AND PERSONNEL DEPARTMENTS) Vpr!, to P.O. BOX 547, RNACORTES, WR 98221 (206) 293-5131 telt, IAN MUNCE, DIRECTOR 9C January 7, 1988 Quantum Construction, Inc. 719 28th St. Anacortes, WA 98221 RE: GTE RSU Building, Heart Lake Site, 3806 "0" Ave. Attention: Beth Folkers Dear Beth: This is confirmation of our telephone conversation of this morning. The City of Anacortes authorizes the beginning of ground work for the RSU project listed above prior to the issuance of the building permit. Work can include site drainage, excavation for the building and the utility underground services. As soon as the required payments and paperwork for the Taylor St. vacation are completed, the building permit for the entire project will be issued. If you have any questions on this matter, please call me. Sincerely, CITY OF ANACORTES / _ / Edwin A. Frank ��. Building Official cc: Mr. Roger Fincher, Architect File GTE Northwest Incorporated PO Box 1003 Everett. Washington 98206 June 7, 1988 206 2585321 Mr. David M. Ford, Jr., P.E. Director of Public Works Anacortes Planning and Community Development Department P. O. Box 547 Anacortes, WA 98221 facer Mr. Ford: ANACORTFS (HART LAKE) RSU PROJECT GTE Northwest Incorporated, in good faith, hereby agrees to convey to the City of Anacortes the portion of 38th St. between "N" and "0" Avenues for right-of-way purposes. The conveyance will be subject to an easement for use, maintenance, and repair of the telephone cable and related equipment in place, and future development if any within the south ten (10) feet of said parcel. To satisfy Corporate requirements, all land acquisition/sales must be free of indenture and be approved by the Board of Directors. This process takes several months; therefore, to expedite the releace of the occupancy permit, we have prepared this letter of intent. If you have any questions concerning this letter, please contact Arlene Kuntz at 258-0328 in Everett. Very truly yours, Kent A. Tiedeman Engineering Manager - Land and Buildings An Equal Gpportunt, Employer A parr of GTE Corporation STATE OF WP.SHINGION ) )ss COUNTY OF SNOHOMIISH On this %" day of June, 1988, before me, the undersigned, Notary Public in and for the state of Washington, duly commissioned and sworn, personally appeared Kent A. Tiedeman, known to me to be the person whose name is subscribed to the within and foregoing instrument and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have her unto set my hand and affixed my official seal the day and year in cats first e itten. �Y C in and for to s of Washington, residing at Everett therein. My commission expires 1/20/89 t'c,, ON ANACOATES PLANNING & COMMUNITY DEVELOPMENT DE PT. (INCLUDING BUILDING AND PERSONNEL DEPARTMENTS) ;IP� P.O. BOX 547, RNRCORTES, WA 98221 1 891 `, IRN MUNCE, DIRECTOR loot"4 June 7, 1988 Quantum Construction, Inc. P.O. Box 998 Anacortes, WA 98221 Dear Sue: This letter is to confirm that the GTE Building located at 3806 "0" avenue does meet the code requirements as agreed to in the construction documents. Our final inspection finds nothing wrong with that portion of the project. I am withholding issuance of an occupancy permit until such time as the land trade is finalized for the piece of property at the northwest corner of the GTE property in line with a portion of 38th St. east of "N" Ave. My last conversation with Dave Ford indicated that this land trade has not been com- pleted as yet. If you or GTE have any concerns about this, please call Dave Ford at 293-1919 regarding the land trade or me at 293-1901 regarding building permit concerns. Sincerely, CITY OF ANACORTE Edwin A. Frank Building Official PETITION FOR STREET AND/OR ALLEY VACATION DATE : 10/22/87 General Telephone Company of the APPLICANT: Northwest, Inc. PHONE NO . 258-0328 ADDRESS : P.O. Box 1003 (Wall Street Building) RECEIPT NO. ((p Everett, Washington 98206 10-23-17 Attn: Arlene Kuntz / Honorable Mayor and Members of the City Council Anacortes , Washington Gentlemen: The undersigned, owners of property abutting on the hereinafter described streets and/or alleys sought to be vacated, hereby petition your Honorable Body to vacate: ( Legal description required.) Please see attached legal description and to make such orders and to take such action as may be necessary to accomplish said vacation . Dated at Anacortes , Washington this day of 19 a . Attach proof of ownership. b. Give name and address of all abutting property owners of cro osed vacation c . Attach map showing area to be considered and surrounding property . Signature and Mailing Address Legal Description of Abutting Property of jproper y Owner f-� Lot Block Addition /O LL Cep-- 7 4 �� �� / c C / . -th,-Li7I. ;_t-.L,.- C f '-c lV�/6 GL'-s.,L-‘2:.1/ /,� `� / 4 ✓/_1.2 ( /L/ - 2 3 .,,0 `C-/ %,,. c, ()file, - - Page 2 of 4 .` • STREET VACATION CHECKLIST Name and location of street (or other right-of-way) to be vacated : 1 . Does the right-of-way contribute to the vehicular or pedestrian circulation patterns or plan of the City? YES NO 2. Would the vacation of the right-of-way land-lock any lots , tracts or parcels? YES NO 3. Is the right-of-way adjacent to or lead to any water body, park, open space, view area , natural area or any other natural or man-made attraction? YES NO COMMENT 4. What is the percentage of property owners abutting the right-of-way participating in the petition? percent. 5. What is the percentage of the abutting property represented on the petition? percent. 6. Is an easement for utilities desirable? YES NO . If so, what is the desired width of that easement? wide. 7. RECOMMENDATIONS: Fire Department Police Department Community Development Office Public Works Department City Attorney • Planning Commission (date of meeting) To Be Completed by City: 1 . Assessed value of the land (excluding improvements) abutting the street or alley to be vacated is: $ 2. Square footage of area of land assessed is square feet. - 3. Estimated value of area to be vacated based upon value of abutting land is: • NOTE: If the petitioner does not agree with the value as established, petitioner must provide an appraisal performed by an accredited appraiser at petitioner' s expense. This must be accomplished prior to Council Hearing. 7 -i -n M ;n -i - -i rl'I -1 -n -.I rr 07 :r mill -r I:: :> rn r1 ll In :i'• rll 1.1 In -n --I Cr; 7) Ut r,' 1.7 CI r;l 1-y, 7J ora --I of. n U --i C -'T :C (J --1 ' S i l 1::+ I.-1 -n '1 + C: CCI " -i ?: :L i n :: T. _.I Ul 1- Cfi :I> Ul 71 ti 71> r "':. fll -`'; Tif r -. ;n :Li -r1 1i7 11 r7 CO 711 ^ 111 ? r-. ill "rt 0 -n O Cr1 C:1 -I "Try I-- "n --I fc. i s Ti --I r1 `n 111 Yn 1> C7 n "It 1-1 7 --I 1:71 )0 -1 -I III 0 r -i 7? 0 --I Fri r,:: w -C 1 W z f:, r z rn r> r r:7 1-I -{ r-I 0 `-I n r.:l CI 71 7 in r_ -Q 'V7 CU 71 -1 0 l 1 XI 0 C71 -1 ).0 r:l --I w > cn tl1 1J i 0 r., -i CO 111 I-I -1 CO O H U'1 -1 X. ID '17 -.1 CI 0 :n I r- -I -i ;n 7> C'1 frl D Z1n ._I rn in .-.I rn ' -3 f1I III 'r1 12 -1 ..-I ITt I'-+ --i --I ri) I'n n1 -i U 7 11 Tirti -4 !fl -n -'I -CI 2 ..: :1: r- - :17 .r-I 171 r1 E Cl in -I [1 11> 7i f_ -I "n .". -.-I --1 S: O. I-. Z.. ::G Z - far 27 Cl f-I f-I r- -I Cr) 1--I m --I CD f- Ct :% ._- 2: C -c. ":/ -C :r:. ;U (il Go _. r 0 r- —I -H rnar_1 -IH' rao r:1nlr0 0 11 --1 0 -nH nr- cn u , r� •" -' :r7 • I_I 1'• tt Cf. 711 y ht ')1 71 r) --1 Cl H Cl C'1 I,1 O T "CI 0 :C rr1 C'1 '0 :n 71 1- 71 'xi C"I T. rrl --I rn P) „i r- --I Cp F-' 1,1 l.rl C4 • C. • , 71 (i) 7:• S- I'rl o :I? r-) r 7:' r" r- n --I li) f,':1 lrl Ili C,: Cl 71 0 77 In 0 rn Cl U r, ru 1T1 • • Crl • -n --I Un i -ya Ca 1 - 5 .-utmaw..tc.Aft44141r,� =_kECiA c TA cowl- ,---- .r..,.^ca,.......m..-....... - -...r.... • y i n 01 Ow ;.I m� ) ` UNO IIIII WANT Of SAW f0UA1T �4/�j ''�! \\c, I WARRANTY DEED `% 8004090024 L __7 ' I _ _ The Grantors , ALAN V. SCIIMIDT and DELORES R. SCHMIDT, t.,•$ .,;, husband and wife, of 1299 Arroyo Seco Drive, Campbell, Santa • i IN(-. � j Clara County, California, for and in consideration of the sum . 4\ ti - ' 44 . i t`' \ of TWENTY-THREE THOUSAND DOLLARS ($23,000.00) in hand paid, `\ . 1 ,E..! 1,11 receipt of which is hereby acknowledged, hereby convey and war- rant unto FRANK W. FLETC4HER and MARGARET L. FLETCHER, husband ^ -_•' and wife, of 306 Edmonds Street, Edmonds, Snohomish County, k I _ '+� Washington, the following described real estate, situated in ! 7 ; : . the County of Skagit, State of Washington, to-wit: i '= :� Lots 1 , 2 , 3 , 4 and 5, Block 2 , "KING'S FIRST ADDITION u— TO THE CITY OF ANACORTES, WASH. '' , as per plat recorded in Volume 1 of Plats, pace 42, records of Skagit County, • Washington, TOGETIC R WITH the North Is of the vacated 7 alley adjacent and abutting thereto as the same reverted to said property by operation of law; 1 SUBJECT TO Easement for construction, installation, repair, t maintenance and replacement of public utilities and services I in favor of the City of ,utacortes, recorded May 20, 1968, under Auditor's No. 713773 , affecting that portion of the subject property lying within the vacated alley; together with all and singular the tenements, hereditarnents and iappurtenances thereunto belonging or in any wise appertaining. j }7� Dated this 2nd day of April , - 1960. ' ,. UAW?Cae MIN1•4%41 lv 1 Rai(slat.(mu ILL _ PAID ,, >/L / • (SEAL) Ana..m Pa.,3 a l= UJ ``/7 c'.--t..n., rC1-vf->r21.2-4 (SEAL) IND R,y.Ca.Trrx 1 A t fr STR1'c OF CALIFORNIA ) , :SS LTCei COU.4TY OF SANTA CLARA ) On this day personally appeared before me ALAN V. SCHMIDT and DELORES R. SCHMIDT, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowl- , I edced that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this 2nd day of i April , 1980. ) , . Notary)Publ' o/i� and for the State of 51;InN( v. R.mnoN California, residing at ti_.', Lit (tIl11-0. CZ-% \ m HougE �1 L`• ' w \ In / f in I Flo I. o SCAL6 , i •=moo o • z 'N rat r I \ \ III 4 7-PRoPo 60\ AT[O TA�IL°oR -" • 1 _ 2 crrul 1 /I ) , / /////y /,' , / 1///' / 2-r. 1 / '/,' '174/7, ,ir /////,' i yt' i/ -; l'AyL OR Sr : =:v;( JD m( ! , / 'A 'N89°56' 30 W 158.42 '. / 4 O :•_A 0-� � \ �\_ \ �Zcsa 'Pei 'A z-,L zT �— —� \ \� o'zio GV' W'mc� \ \ \ a 2 k �\ \ z \zit I'. I\ \ N. __ N89°4T 26"W 196.43 ..."'N 1 ' 38.01 I N. 148.42 \ � ' � � ..... -..., -...„_ RII O\ \ ,n j to Zit-, ,*>d col to o "1 o 0 H .tu z„ '1 m \ m Nu . :e \ I 24 LAP Po�'`�j 38l)1 L OA)A V,EN AVE. 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ERIE SCHOOL We .....as ADD a CEMETERY 6 T 26 25 ® 2 MI 16 22 IT I 21 IR i 20 19 i _._ ..�..�L-. ..�. __ _ y Get y oA, Tag of cA uuacortts II li ns1iustmtt ?9COg BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY # c /3 This is to certify that the (Description of Building or Structure): /3b0 C 'C A /Co i X J 6/ Located At: 3 O a(D l0 r't ULARIL / STREET& NUMBER Owner: L'7 - /'G ' A /Z 7" Vi./C C7 Constructed By: (-1)Ukl417u i CIS id tit 7coid OWNER OR CONTRACTOR Bldg. Permit # 60lo Date Of Issue: 1-27 99 Occ. Group: 73_ 7 Use Zone: 0 44 Has Been Inspected And Occupancy Is Hereby Authorized, This / Day Of J uN 1198E . Cl� mac fG AUTHORI ING OFFICIAL SEE REVER.E. W_ �_—_ _.. " , &MEN7S.S/DE •,�.",}.x�,a,,;,,,_,_- a 1t CITY OF ANACORTES 0 BLDG. II PLUMBING a MECHANICAL CSC` PERMIT NI 8.62 t AIaCm11TES SH. DATE .- JiiAI7 ; ' 19 gi PERMISSION IS HEREBY GRANTED TO: OWNERecr. s Aecr S 3 . c2L_ - '0,. /Lae.Ev& LOCATION WHERE WORK IS TO BE DONE 'CO11111ACTOR Q0#t.0 rear 1 /e,s,rg%..Fiat F"jd•,t; TO ERECT [ d' INSTALL 0 OR REPAIR 0 ?/ IN THE FOLLOWING�2 MANNER: /C00 CO f ! 1.1,Ac Az' x.s.rrrdt..y M� f' pi'ji z .} faW 714> ;t:t) 4.115 a aJJ r9a r. J�i ,ad _ xH.t P. Si:et) VI )i: fc2D1,nl 01 J.iete C' PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WEREWERE NOT ❑ SUBMITTED WO* TO BE DONE BY OWNER 0 CONTRACTOR j4 RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: TYPE APPROXIMATE VALUE PERMIT FEES OF WORK ISSUING BUILDING 434e 000 1 zt oo+ GAS PIPING 4MBING AND W.S. 7 00 TER.CQNNECTION INSP. • 11A.. HANICAL CO -.PLAN CHECK FEE 4./Pi S o r TOTAL � 000` red . ifa4 s- LEGA). DESCRIPTION/ G TS /` '1� K .' P[e.rg3 /I' Achi,RAJ 4 z_ r s3. i5 . 74N r-i-/!id CITY IN5PE TOR p �/o�4<u f[La ca l ) 54,61 �-0 K . a�3/`6/� aT«s� Th, No r ,.!rri n,I he ht'ed, Li tr I (1) t R. Lt. n m O I ii X %0 4 n P "( .' e % Q. tic.1 ck Z . a 1/4PRH N 1-1 ��Upp S 1 Z o wz K.YLL z.•) u1 vERIzoN ....... HART LAKE Rsu , , zp,,,i , ANACORTES, WASHINGTONWo ,, N d `" °, Via \ Ua -.' csi-; CI - -,,r i j ABBREVIATIONS •• g «`i U (periods may be added) . . . ...'.. . . . . . . . . . . . . ACP Asphaltic Concrete Pavement EVC End of Vertical Cu ve PCC Point of Compound Curvature bi ADD'L Additional EXIST Existing PC Point of Curvature � J.AD Area Drain FD Floor Drain PN Post Indicator Valve 'C . . . . .n.e� `�J ri N 4" o@ t B ADJ Adjacent FDC Fire Department Connection PP Power Pole '.•._ .. . . . . . .• . .•. . .. . . ot��/� ,, i , S American National Standas Institute FDN Foundation LEGAL DESCRIPTION ! ' `'A ~ APPROX Approximote(y) FFE Finish Floor Elevati n PSI Pounds Per PSF Pounds Per Square Inch I ° P�� 'o I ARCH Architect(ural) FH Fire Hydrant SquareI . . . . ASSY Assembly FL Flange(d) PT Point of Tangency LOTS 6 THRU 10, BLOCK 2, KING'S FIRST ADDITION TO THE CITY OF ANACORTES, Spur , , . 1dls BC Back of Curb FLR Floor PVC Polyvinyl Chloride ACCORDING TO THE PLAT THEREOF, AS RECORDED IN VOLUME 1 OF PLATS, PAGE 42, 20 41-4 Al RECORDS OF SKAGIT COUNTY, STATE OF WASHINGTON. TOGETHER WITH THOSE i • , ,' BLDG Building FC Face of Curb PVI Point of Vertical Inflection PORTIONS OF VACATED •N" AVENUE AND ALLEY ADJACENT TO SAID LOTS 6 THRU I • • R 04 BM Benchmark FS Finished Surface QTY Quantity 10. ALSO TOGETHER WITH THAT PORTION DESCRIBED AS FOLLOWS: COMMENCING AT BNDRY Boundary FT or ' Foot (feet) R Radius NE NORTHWEST CORNER OF LOT 11, BLOCK 2 OF SAID PUT; THENCE NORTH 89 Q>; ; : . • I I BVC Beginning of Vertical Curve FIG Footing RCP Reinforced Concrete Pipe DEGREES 56 MINUTES 30 SECONDS WEST A DISTANCE OF 10.00 FEET TO THE TRUE O! °p ior POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 56 MINUTES 30 C&G Curb and Gutter GB Grade Break Road SECONDS WEST A DISTANCE OF 38.01 FEET; THENCE NORTH 00 DEGREES 40 MINUTES f 2G " ' 1 CB Catch Basin GRD Grade REF Reference 36 SECONDS EAST A DISTANCE OF 240.01 FEET; THENCE NORTH 89 DEGREES 56 20th St. , , . • ' ' MINUTES 30 SECONDS WEST, PERPENDICU- LAR TO AND PARALLEL WITH THE NORTH CC Concrete Curb GV Gate Valve RET Retaining .'.' . . . . • � C LINE OF NE SOUTH HALF OF SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, I . • . . • - . • - . ..... •k CD Concrete Drive HB Hose Bibb ROW Right of Way I - ,•, Sheet WILLAMETTE MERIDIAN, A DISTANCE OF 100.52 FEET TO A POINT ON THE EASTERLY _ HDPE High Density Po eih lene SHT S _ MINUTES 44 ci . • . . . • ' I CF Cubic Feet (Foot) 9 tY y Y RIGHT OF WAY OF N AVE- HUE. THENCE NORTH 00 DEGREES 37 M U CL Class HT Height SPEC Specification(s) SECONDS EAST, ALONG THE EASTERLY RIGHT-OF-WAY OF 'N• AVENUE, A DISTANCE An c c o r . S i g C Center Line HYD Hydrant STA Station OF 38.00 FEET TO THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY OF •N' , n -:' ° AVENUE AND THE NORTH UNE OF NE SOUTH HALF OF SAID SECTION 25; THENCE CMP Corrugated Metal Pipe ID Inside Diameter SQ Square34th St. ! 1 .N CO Cleanout IE Invert Elevation SS Sanitary Sewer SOUTH 89 DEGREES 56 MINUTES 30 SECONDS EAST, ALONG THE NORTH UNE OF THE Q' __ SOUTH HALF OF SAID SECTION 25, A DISTANCE OF 138.56 FEET TO A POINT THAT I ".14 �� q CONC Concrete IN or Inch es SD Storm Drain 35th St. " � Inch(es) BEARS NORTH 00 DEGREES 40 MINUTES 36 SECONDS EAST FROM THE TRUE POINTS + ; : " CONST Construction INV Invert STD Standard OF BEGINNING; THENCE SOUTH 00 DEGREES 40 MINUTES 36 SECONDS WEST A -- ° • :.'. 19 CPEP Corrugated Polyethylene Pipe IRR Irrigation Water TOE Toe of Wall, or Slope DISTANCE OF 278.01 FEET TO THE TRUE POINT OF BEGINNING. AND ALSO TOGETHER 36th St. O N CY Cubic Yard LB Pound(s) T Telephone Wire WITH AN EASEMENT FOR THE PURPOSE OF INGRESS, EGRESS AND UTIUTIES OVER, UNDER AND ACROSS THAT PORTION DESCRIBED AS FOLLOWS: BEGINING AT THE ' 4 CorrugatedY YPipeTelephoneNORTHWEST CORNER OF LOT 11, BLOCK 2 OF SAID PLAT; THENCE SOUTH o0 38 :h St. DCVA Double Check Valve AssemblyLCPE Lined Pal eth lene TC Conduit f DDCV Double Detector Check Valve LF Linear Feet TOC Top of Curb DEGREES 40 MINUTES 38 SECONDS WEST, ALONG THE WEST UNE OF SAID LOT 11, A I a • DEPT Department MAX Maximum TG Top of Grate DISTANCE OF 100.00 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY OF LONGVIEW - �� ' l-ong h ew Ave. . . . i � I : DET Detail MFR Manufacturer TEMP Temporary AVENUE THENCE NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST, ALONG THE 2S DI Ductile Iron MH Manhole TOP To of Wall, or Slope NORTH RIGHT-OF-WAY OF LONGVIEW AVENUE, A DISTANCE OF 10.00 FEET; THENCE › air ; 1 P Pe NORTH 00 DEGREES 40 MINUTES 36 SECONDS EAST, PERPENDICULAR TO AND > > i t t ri DIA (0) Diameter MI Mechanical Joint TYP Typical PARALLEL WITH THE WEST UNE OF SAID LOT 11, A DISTANCE OF 100.00 FEET TO A a a I I . R I `, ' DS Down Spout MIN Minimum VC Vertical Curve POINT THAT BEARS NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST FROM THE A z I o p . .a • DWG Drawing MISC Miscellaneous VERT (V) Vertical POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 56 MINUTES 30 SECONDS EAST DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING. AND ALSO TOGETHER MATHo C. East(ing) N North(;;ig) W/ With THE SOUTH HALF OF TAYLOR STREET ABUTTING LOTS 6 THRU 10, BLOCK 2 OF SAID "'i" 4P. `t I EC Electrical Conduit NO or Number WM Water Meter PLAT. AND ALSO TOGETHER WITH AN EASEMENT FOR THE PURPOSE OF INGRESS, /� /� -- Fw �levrt+inn OC On Center WT Weight EGRESS AND UTIITIES OVER, UNDER AND .CROSS THE SOUTH HALF OF TAYLOR VI CI1N-I Y 7= �►' I. >P EOP Edge of Pavement 0 Oil Water WWF Welded Wire Fabric STREET ABUTTING LOTS 1 THRU 5, BLOCK 2 OF SAID PLAT. AND ALSO TOGETHER ''‘.2 i a WITH A 38.00 FOOT CONSTRUCTION EASEMENT FOR THE PURPOSE OF INGRESS, EQU V Equivalent YD Yard Drain EGRESS TO BE IN EFFECT FOR ONE YEAR FROMI THE START OF CONSTRUCTION OR NOT TO '._t ', C THREE YEARS FROM THE PURCHASE OF PROPERTY WHICHEVER COMES FIRST, o DESCRIBED AS FOLLOW: COMMENCING AT THE NORTHWEST CORNER OF LOT 11, BLOCK I il k 2 OF SAID PLAT; THENCE NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST A DISTANCE OF 10.00 FEET TO THE TRUE POINT OF' BEGINNING; THENCE CONTINUING r I I' = NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST A DISTANCE OF 38.01 FEET; C) M THENCE SOUTH OD DEGREES 40 MINUTES 36 SECONDS WEST, PERPENDICULAR TO AND z I LEGEND PARALLEL WITH THE WEST UNE OF SAID LOT 11, A DISTANCE OF 100.00 FEET TO A I o III POINT ON THE NORTH RIGHT-OF-WAY OF LONGVEW AVENUE THENCE SOUTH 89 DEGREES 56 MINUTES 30 SECONDS EAST, ALONG THE NORTH RIGHT-OF-WAY OF OWNER / DEVELOPER CIVIC. ENGINEER LONGVIEW AVENUE, A DISTANCE OF 38.01 FEET TO A POINT THAT BEARS SOUTH 00 STORM PIPE OF WALL TOP OF WALL/ATFlN SHED SURFACE ® DEGREES 40 MINUTES 36 SECONDS WEST FROM THE TRUE POINT OF BEGINNING; VERIZON COMMUNICATIONS DCI ENGINEERS �-- WHENCE NORTH 00 DEGREES 40 MINUTES 36 SECONDS EAST, PERPENDICULAR TO AND P.O. BOX 1003, WAOlO1LB 10900 NE 4TH ST. SUITE 1200 Z - - PARALLEL WITH THE WEST UNE OF SAID LOT 11, A DISTANCE OF 100.00 FEET TO CATCH BASIN •■ TOP AND TOE OF SLOPES THE TRUE POINT OF BEGINNING. EVERETT, WA 98206 BELLEVUE, WA 98004 CONTACT: MR. PER WOLLEBEK (425) 827-2238 I V D H STORM MANHOLE Q SLOPE INDICATORS 3:1 �- -�2:1 FAX (425) 827-8986 Z Z CONTACT: CARRIE KEATING Z Ce uJ = SANITARY SEWER PIPE RIP RAP - T - CONTRACTOR NOTE ' I '' Q F ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND ARCHITECT ` Q SANITARY SEWER MANHOLE Q FILTER FABRIC FENCING fi A A VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED r C s UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEY FURNISHED BY KORD S. KURISU �r•� OTHERS. WE ASSUME NO UABIUTY FOR THE ACCURACY OF THOSE RECORDS AND 13028 HARBOUR HTS. DR. ® a w WATER MAINS -W W RAIN WATER LEADERS (RWL) • SURVEY. FOR THE FINAL LOCATION OF EXISTING UT1UTIES IN AREAS CRITICAL TO ��. �• CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY. MUKILTEO, WASHINGTON 98275 FIRE HYDRANT AND FDC • A CLEANOUTS (C.O.) SS AND SD 0 0 (425) 870-0368 0 ° Cr CONTACT: KORD KURISU Q CO Q • WATER METERS INTERCEPTOR AND BIO-SWALES . --4 ---->' Z I CO Q WATER VALVES 3SC 381 121 CEMENT CONCRETE NI I yy Lam. G FITTINGS WITH THRUST BLOCKS %' STUBBED do PLUGGED UNE CODE INFORMATION SHEET INDEX SURFACE WTR AND PIPE —p —, -- • —) EXTRUDED CONC. CURB ZONING: R2 TITLE SHEET & VICINITY MAP C-1 I DIRECTION FLOW CONSTRUCTION TYPE: VN ( - BUILDING AREA: EXISTING CONTOUR LABELS _ - - CURB do GUTTER EXIST. BLDG.-1,306 S.F. DEMOLITION AND TESC PLAN C-2 -(asp)- - ADDITION= 1,194 S.F. UTILITY PLAN C-3 tan.ifs TOTAL = Z,500 S.F. OCCUPANCY: B i, PROPOSED CONTOUR LABELS ----------$57_...- --- ASPHALT CONCRETE PAVEMENT OCCUPANT LOAD=25 GROUND SPOT ELEVATIONS (TENTHS) + rrsd SHORING WALL m PARCEL NUMBER i 75655 SHEET TITLE: FINISHED SURFACE ELEVATIONS + rrsrs �� ROCKERY WALL P57859 CIVIL f) H (HUNDREDTHS) ����� (_ -��,�; COVER COORDINATES, do LEADERS � 1000.00 000�o CONCRETE RETAINING WALL ��\ -- *i SHEET 1 • �' SAWCUT UNE (ASPHALT AND CEMENT CONCRETE) SHEET NO. elF I yr— • SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M. P��fi "ant.+ : 9nn�lnlo ^a�3 ��� •• n•\n,.;_r`;,ai\?rNta\OA-19-ma-V�mrx,-HnrtLoke\dwq\04024p1n.dwq nsweerc 1 2 3 4 1 5 1 6 7 VD u 138.56' r C x x x CONSTRUCTION SEQUENCE F-~ CATCH OVERFLOW GRATE 1. SCHEDULE PRE CON MEETING. • 4 �' A BASIN U SOLID 2. INSTALL TESC MEASURES. O I WALLS \ i\ 3. DEMOLISH ITEMS TO BE REMOVED. Z U • \\ \ % 4. INSTALL SITE IMPROVEMENTS. w ti N 5. TESC MEASURES SHALL REMAIN UNTIL SITE IS STABILIZED • h--1 ii \ FILTER MEDIA POROUS AND FINAL INSPECTION IS COMPLETE. U 3 \ \ FOR DEWATERING >A BOTTOM , m es' 5 \ i Cc) ) \ CATCH BASIN INSERT g . . \ \ S ALLOWED THATILHAS A MIN.IS ONLY CO 5M C FC OFNSTORAGE,Y INSERT ������ U 1 100.52' x z��, THE MEANS TO DEWATER THE STORED SEDIMENT, AN \ \ OVERFLOW, AND CAN BE EASILY MAINTAINED. N.., '�" MAIMn NCE STANDARDS Q I I" 1. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN SEDIMENT HAS FILLED r°t ' \lot g¢ I x ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSER I SHALL BE r ':' a, I I CLEANED OR REPLACED AT LEAST MONTHLY. �Nes y x \ .° e"d o 2. REGULAR MAINTENANCE IS CRITICAL FOR CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF • ��b1S Y i [-H - . • \/ I f"XI57. HOU E �\ EXIST. HOUSE PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. < co I \ CATCH BASIN INSERT �� SCALE : NTS O G i 1 i N \ EX 8"SD I h FILTER FABRIC g / CATCH BASIN N I FENCE© /INLET PROTECTION LANDSCAPING STRIP_ SAWCUT/ASPHALT \I I N \ TO BE REMOVED REMOVAL I 3 N cr 1 x �� C_ III EXNEWvi r LIGHT SEE ELEC. d 1 ` N 89' 56' 30"W 158.42' \ N \ I L_y)K_J LI;;;s7271,25 I ., " SD 1 SD. ---® ' r 5 1 ii I X I 7 IEXI .�6' CH Exl`'1 EX CB 4 EXIST. CB }� N LINK FENCE FS DESIGNATED FIRE DEPAI�TMBA'I 1 <� TG=26 R., D EX CB #3. _ � { T TURNAROUND AREA �C SS �o C7 SS \ Taylor SStreet ecr, SS I iC 0\ 271.�4- PROVIDD SPHALT PAVING AS REQb. �O __ YI I ` �`SS EXIST. ASPMAI_T DRIVE IEXIST. SSMH> �� I �FS E ST. AfORiAL3l0 RADIUS TURN \ \ 1" COPPcI'?-� \ �4 TG=258.00t Q 9 \ \, � �—PAVING--� - � W ' W - - - - - W - -10L 19L t -�iV�L \ \ // �. �l=_ �I VJ== _ .n \� I IE=254.41 t g Z 0 4 N R \ \ C r' 1 ,...- i --- \ I Qin\ ' ' I EXIST. 6' SS I O EXIST. 6" IO SERVICE �' D WATER SERVICE ! �/ EXIST. SSCO \ Y ` `' • M, - I SL=0.0400 IE=258..5t EXIST. ASPHALT' RIVE TO ' 3 414:11.+5Th � 4Vfr1 6LINES RE IllrEC110N= RE =� SECTION . (..\ • /./r1 OF DRAIN LIN/ EXIST. TEL. / /CABLE DUCTS 5� d4 ■ ���/�% ` o O n O / � g g EXIST. BLpG. TREL e •�� le • 1 EXIST. TEL.-�a\ \ FF=273 o I VAULT • -- REMOVE DS AND FDN / I. z o III LINES AT BLDG, CAP AT ! M • Q Z s� 1 if _BLDG CORNERS FOR a U W FUTURE DRl►IAIdGE SAWr � g JOINTS IN FILTER FABRIC SHALL BE SPLICED (n = C7 CONNECTIOUS. O AT POSTS. USE STAPLES, WIRE RINGS, OR Z Z 7 ,_, N \ ASPH OVAL 7 W EXIST. TEL. ! I 1 � a - \ ,.----.-"--,�---° f �' EQUIVALENT TO ATTACH FABRIC TO POSTS. L bF CABLE DUC gur -274— - - RU H(1�I" o z�, 46 '> m 275 A ` ^ gSArIN j n o 2"x2' BY 14 Ga WIRE OR D W > 0 4 ': :a:: ,��'r EQUIVALENT, IF STANDARD ,QQEXIST. 6' CHAI ,i m • iiiiiic ei :::::, :p STRENGTH FABRIC USED e LINK'FENCE ®® . rt«a\e^ _,f I, I I s:9 :::t ai::;, y:, I , 2' ` ® ��: \ x z II e=see Bes i. i FILTER FABRIC ? o cn N 89 26 W 148.42 -see N----INSTALL ORANGE I ! .•• :°.. MIN. _4' HIGHiEeje 'e I O EXIST. 1 �� • a SHED t��l��j������� ..�.._,. F.FENCE FOR CONSTRUCTION :.._ '?:? x LIMITS/TREE PROTECTION �j�i�\i i v\�i�//�\�/ ��/y �/���,��� '�l�j! tai A N_ vv .,, V Er Ci Cr 0 f 1 f / MIN, 4 x4 TRENCH �.r-9 > �Q �� 0 I4 �I t� !.�.;. I w I z I` \ � � I I I I 12' Z = CO Q ! w I I 6' MAX. I I BACKFILL TRENCH WITH MIN. O Q 1 ^ I a I N I I el I NATIVE SOIL 0R 3/4'-1.5" _ _ w ¢ WASHED GRAVEL NJ ,, w ' v G a °N \ POST SPACING MAY BE INCREASED - TO B' IF WIRE BACKING IS USED 2 x4 WOOD POSTS STEEL c o FACE POSTS, REBAR, OR CY i CC ' D ExIST HOUSE NOTE ALTER FABRIC FENCE SHALL BE INSTALLED LIJ N ALONG CONTOUR WHENEVER POSSIBLE. z 0 U \ I 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. \\l 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE • INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. z _ — _ \ ..-- o I I- � i/ NI 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGN OF THE � x \ \ FENCE CLOGGING AND ACT;NG AS A BARRIER TO FLOW AND THEN CAUSING vCHANNEUZATION OF FLOWS PARALLEL TO NE FENCE. IF THIS OCCUR, REPLACE NE H FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. ?SHEET TITLE 2 GRAPHIC SCALE 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6' HIGH. CIVIL 20 0 to m DEMOLITION N 5. IF THE ALTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT ° $ - - - - - - - SHALL BE REPLACED. AND T.E.$.C. Longview Avenue PLAN 1 inch - 20 n. FILTER FABRIC FENCE SHEET No. SCALE : NTS 4:0 C -2 V Pint !Into r wmini9.I.til cap : 0:\nci-Chni\20n4\04-12-024-Veriron-HartLoke\dwa\04024n1n.dwq nsweere SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M. I 1 I 2 I 3 4 I 5 I 6 I 7 I I _ _ _.____. . 138.56' q ` 7.-- — x— -- —x — x NOTES: NOTES: 1. ARE HYDRANT EXTENSION, IF REQUIRED. 1. ALL MATERIALS AND CONSTRUCTION IS TO CONFORM TO THE A.R.W.A. STANDARD W A. 1-5 1/4" M.V.O. HYDRANT 2. FlRE HYDRANT TO BE PAINTED CUT/FILL QUANTITIES: SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION, STATE OF �J '� �, WITH 2-2 1/2" N.S.T. an WITH TWO COATS OF RUSTOLEUM • WASHINGTON, 1981 EDITION. 1��1 A AND 1-4" PUMPER, U HIGH GLOSS WHITE P�NNT. CUT 65 CY r � U \ THREAD-M.J. INLET, { 4 FILL 0 2. TOPOGRAPHY AND U11UT1ES LOCATION BASED ON SCAN OF 1986 DEVELOPMENT AS , , \ WITH LUGS, BRASS TO BRASS SUB-SEAT. z PUMPER TO FACE NET 65 CY EXISTING CONDITIONS. V 0 B. 1-AUXIUARY GATE VALVE: 6" AWWA C509, r / r A �` STREET OR AS U \ DIRECTED BY FIRENE I \ \ I RESILIENT SEAT, M.J.xFl- WITH LUGS. �` 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING NE FINAL LOCATION W 0 N \ \ \ C. 1-TWO-PIECE CAST IRON O 433 1' 2" -__ -is DEPARTMENT OF ALL UTILITIES AND SHALL REPAIR ALL DAMAGES DUE TO CONSTRUCTION. U I: VALVE BOX WITH I \ , ALE CONC. PA 2' EXISTING CONDITIONS: 4. COMPACT, FERTILIZE AND RESEED ALL EXPOSED EARN AS FOLLOWS: I" i <RECESSED HANDLE LID. D. 1-6" DUCTILE IRON CLASS 52 (, DNA. x 2" THICK N 3 j \ ` CEMENT-LINED PIP LENGTH -- -�/_ ASPHALT = 7752 SF FERTILIZE WITH 10-10-10 OR 18-18-18 AT NE BY NE MANUFACTURERS U - ` \ E RECOMMENDED APPLICATION RATE; m LJ TO RT. WHERE MORE THAN ONE • ,_ _� BUILDING = 1306 SF SEED (BY WEIGHT) AT 35N{/AC ^ 0 7 LENGTH OF PIPE IS REQUIRED, .�.\ `; BURY ,<v ,U... �:i,• TX:S LANDSCAPE • 31349 SF / \ CONNECT PIPES WITH MECHAICAL DO NOT BLOCK -50% CREEPING RED FESCUE r1 JOINT SLEEVE, RESTRAIN PIPE AND DRAIN HOLES r © GRAVEL = 372 SF -25% WHITE CLOVER . P Mill -m U SLEEVE WITH MEGALUG RESTRAINERS, © a -13% ANNUAL RYE GRASSES x — — 110�2 — x \ OR RESTRAIN PIPES WIN HYDRANT DEVELOPED CONDITIONS: -7% HIGHLAND CREEPING BENT GRASS. •�� UNI-FLANGE SERIES 1300 de 1390 \ MULCH AS NECESSARY JOINT RESTRAINERS. 00 p \ 6' FLANGED OUTLET ON ASPHALT = 5724 SF g B ---\ \ \ E RESTRAIN MECHANICAL JOINTS WITH K--13; 0 p O Q CAST IRON TEF BUILDING = 2470 SF N 8 0, .t i I I MEGALUG RESTRAINERS. p� �� F 10- - .n 0 RAVEL = 1080 S349 SFto,, „Na I0 / \.------ ' I " IT © lr [ 4,} h `\ $ 1IO DRAINAGE SUMMARY:FXIST. HOUSf- EXIST. HOUSE i / N -1/2 YARD WASHED DRAIN NE SITE IS CURRENTLY DEVELOPED AS A VERIZON RSU FACIUTY. ADDITIONAL 16 ` fi� ��\-\ a •x8x4 MIN. SIZE CONC.� i ROCK (3"TO 3/8') MIN. 1' BUILDING AREA WILL BE CONSTRUCTED ADJACENT TO THE EXISTING BUILDING. \ g BLOCK UNDER HYDRANT ABOVE BOOT FLANGE PLACE THE PROPOSED BUILDING AREA WILL REPLACE THE EXISTING ASPHALT AREA. THE `�� ` , ._. C. AND VALVE. 8 MIL POLYETHELINE FILM SITE RUNOFF WILL BE EQUIVALENT BUT WILL BE SUBJECT TO LESS POLLUTANTS. • AROUND TOP AND SIDES OF ROOF DOWNSPOUTS AND FOUNDATION DRAIN UNES FOR THE NEW BUILDINGS WILL I \\ ��Y sN \� A \^4 , . ` {_ �� CONNECT INTO THE EXISTING SYSTEM. THE DOWNSTREAM SYSTEM WILL NOT BE - I ,-. i\- ADVERSELY AFFECTED. i NFIRE HYDRANT ASSEMBLY 44 �-� C' SCALE ) 5 EET LIEN IXTURE TYPE. ,c,1N� 'L, - . : S - 1 3 i. LE : NTS TA I \ POL CLO NTEED AREA LUMINARE, l=L -r_,.-;"\i (, y: :-.`\•J �,,.�Ku.3 L.-,f;.�, �r1 TYPE III, MEDIUM CUT-OFF, 18' POLE I \ N • IS DARK BRONZE, INTEGRAL PHOTOCELL MFR. LITHONIA *KAD-250M-120- N EX 8"5D IR-250W/CLEAR METAL HALIDE \ FIRE HYDRANT NEW 6" DI (1) 90' BEND I I cn '( c'S 70'-0" ASSEMBLY FIRE SERVICE (1) CONC BLOCK I . EX ': , • 3 NNEw a• "' •L Ix Nin . SEAL ASPHALT BTWN I ;, / LIGHT SEE ELEC. �\N N 89' 56' 158.42' — 'NEW AND EXIST. a �' CROSSING .. I in�nti6•ii, A6'.GaniF• i"• rig ' ii:=�—n►aFg147� — _ �__ t•.w5w►:� 111'0` / WATER IEm257 4 ARM r�1eli a tera..A ®ila r, o I S glialite/ 1►r ' rel: W W —_— — W lierit'elr i� r, SD . . � r 5 5 ! �X SAN SEWER 1E0,255.6 }may 271.2 .�� EX CB Exl` T - EX CB 3. �' " I ' T--A- �EXIST.�6' CH , _ # m TAP EXISTING STUB PER la D LINK FENCE FS p DESIGNATED FlRE DEPAf�TMEIFNY`�E. =r.,, 70=26' .cv P""E7 m o SS v` SS \ \ ; SS CITY OF ANACORTES SIDSa I c� TURNAROUND AREA SS I 2R Ta or Street 271_3 b PROVA E ASPHALT PAVING AS .REO'D. o __ a• C �I',T. ASPHALT DRIVE • i L . > �\IFS . 1 E ST. AE7DRIAL3O RADIUS TURN - _� EXIST. SSMH 1" COPPEf� __ r. �-Avil fG-�� �w w _VL NL — -� NL __ - .... . .� TG=258.00fr Q 111110111:- i ��_` Ni / - �V= PI \ I 7 IE=254.41 t \ 1� \ '.f ` �.— .0 / SWIM �X�PIAN7EB__ \If \ _ ' ' „ •, >� �yT{j Io NE PIPE BOLLARDS \F NEW ACOUSTJ(r 1 \ 30 B b, ____J-rf \C ,USHED ROCK-... \ SCFZEF�N _WALL • j� o2 C-3 (1') 90' .:CND I 13 0 EXIST. 6" EXIST. F" S a 1 (1) CONC BLOCK WATER SERVICE O NEW CONDENSE i N4W GEN. \�Mrr J SERVICE I • A A W.F. LT BTWN - *r < '�":, ' 41 -L=0.04n0 EXIST ; l b .' 4 ro •:oh.•1 core NEW • . . air NK IE-25P,.5i I a i EW AN nQ XIST -: �. . �I ti� c v = ..,�. ', • .e,a'?e Tn �. �' \ rp `� ° �•�� IE '070.00 NEW TREES '- EXIST. EOA I r\ 11 `- \ 4 i (1L• mid i' - : -. • t. S (Ty') � //�� i M \ O r4 2U -1 -L=0.002 IN F0 0S V ! 1 a j DIT10N lit! EXIST. EEL. ��( •�Is..st.. 14�.r • ND 6 D" • IN . Ns Z I CABLE DUCTS 44 .0, FF=273.0 i i,;i i:�.�' rolii: w 1 l ��yy S Iw 5� • Y• S . . _ d . 1 / Ø*'GRAVEL� ; % —MATCH EXIST. I—7 EXIST. BLDG. NEW BLDG. ° GRADE EXIST. EEL. ' ` FF=273 ADDITION w r .o I VAULT al r -- FF=273.0 I i Z "��— NEW GRAVEL DOWNSPOUT 3' 1' _ __ - Z 9 �5" �� IL , :Al72.5 ��, g 3" DS OPENING FERTiUZE/SEED r °N • FS e o 3:1 BACKSLOPE EX Z , EXIST. EEL. \ o N I = 43.91 - _..s. _ • ._- cp k % v L� \ CABLE DUCTS y� v CR E�_ Rnrl ° 43 z F �� 0 m` 2 - �;UR`AnINT\ IE 4" CRUSHED ROCK �X T. 6' CHAIN )j6' 5 -q75 o o y fi t 5/8"MINUS Q LINK FENCE • �i 2—. ��� T ��" - of \ o i a 1�98.43' ® .i 4.640 ay .3 ' vIlL_WillIF " I o .• r .J O E1) 4 38.0 i Tr N 89' 47' 26 W 148.42_ a Li•i1 I N------CONTINUE SWALE. DS DRAIN ® i'... �- I SHIST.ED \ CONNECT BLDG ROOF PATTERN TO MATCH 6" SOUD PIPE a ! FILTER FABRIC MIRAF1 . ' Q. \ N , DOWNSPOUT TIGHTLINE AND EXIST. SEE SECT A-A (140-N OR EQUAL t,J o - _ _ - FDN DRAIN LINE INTO EXIST. 0 I F- I �I' \ SYSTEM (TYP) :r`.:' �).4jy�:�f.:•.i•:•.•• PEA GRAVEL FILL Q < W \ D .."W y tto A!cd i •<:,•v! Z I Q I5 N I 4e. 11 1 0 i{ -- W Q U a I� v•�••••7 NI A .,V• • • o \G F N --'• - so' ... . .•..•. 0 FOOTING DRAIN MIN Et F ,-- /s • 6" PERF PIPE E_:/I T. HOUSE 14 Z -�= "=-a r—� m >' _ s'I s' MIN '� _vets --� Lt. —� —/N/A! ..�Mo SECTION A—A 1 \ GMnr.l �, -- -.- _—" SCALE : NTS Pa F I J a SHEET TITLE: H < ro• GRAPHIC SCALE CIVIL ;i., rre DRIVEWAY SECT. 20 0 70 20 UTILITY ff'Or fO�tLA1FJ _ _ PLAN Longview Avenue ( Ar nrr ) SECTION B—B O 11no1i ' Ron SHEET NO. • SCALE : NTS C 3 o,-, r1r7+4 ! 91 ' 2.1702 File : n•\n- rh.i\2nfA\04-12-024-Verizon-HortLake\dwa\040240In.dwp nsweere SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M. 1 2 I 3 4 5 I 6 I 7 - Loit J W ze � vERizoN _ HART LAKE Rsu zcE4) . , 1_ ANACORTES, WASHINGTON Z8 wo F • m . < 3 \ r -) 4 Ud F3j m ABBREVIATIONS a Mill Q $ > (periods may be added) a 1 m ACP Asphaltic Concrete Pavement EVC End of Vertical Curve PCC Point of Compound Curvature 1� ADD'L Additional EXIST Existing PC Point of Curvature Cu e m e S . B AD Area Drain FD Floor Drain Ply Post Indicator Valve Channel N ADJ Adjacent FDC Fire Department Connection PP Power Pole . . $0 kd ANS American National Standards Institute FDN Foundation PL or IF Property Line 4§§G‘c• 0 APE- A.pproximate(ly) FFE Finish Floor Elevation PSF Pounds Per Square Foot LEGAL DESCRIPTIONlit) s ARC Architectural) FH Fire Hydrant PSI Pounds Per Square Inch d W !_�: R•N CZ.) 0 ASS` Assembly FL Flange(d) PT Point of Tangency LOTS 6 THRU 10, BLOCK 2, KING'S FIRST ADDITION TO THE CITY OF ANACORTES, Spur : - Ili °� 9- 4 BC Back of Curb FLR Floor PVC Polyvinyl Chloride ACCORDING TO THE PLAT THEREOF, AS RECORDED IN VOLUME 1 OF PLATS, PAGE 42, I \ 1b1S ise RECORDS OF SKAGIT COUNTY, STATE OF WASHINGTON. TOGETHER WITH THOSE 20 BLC Building FC Face of Curb PVI Point of Vertical Inflection » a PORTIONS OF VACATED N AVENUE AND ALLEY ADJACENT TO SAID LOTS 6 THRU 55 BM Benchmark FS Finished Surface QTY Quantity 10. ALSO TOGETHER WITH THAT PORTION DESCRIBED AS FOLLOWS: COMMENCING AT ai '.4 BN 'i Boundary FT or 1 Foot (feet) R Radius THE NORTHWEST CORNER OF LOT 11, BLOCK 2 OF SAID PLAT; THENCE NORTH 89 Q - .. BVC Beginning of Vertical Curve FTG Footing RCP Reinforced Concrete Pipe DEGREES 56 MINUTES 30 SECONDS WEST A DISTANCE OF 10.00 FEET TO THE TRUE o Spar C&= Curb and Gutter GB Grade Break RD Road POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST A DISTANCE OF 38.01 FEET; THENCE NORTH 00 DEGREES 40 MINUTES 20 CB Catch Basin GRD Grade REF Reference 36 SECONDS EAST A DISTANCE OF 240.01 FEET; THENCE NORTH 89 DEGREES 56 . . CC Concrete Curb GV Gate Valve RET Retaining MINUTES 30 SECONDS WEST, PERPENDICU— LAR TO AND PARALLEL WITH THE NORTH 20th St. C CD Concrete Drive HB Hose Bibb ROW Right of Way UNE OF THE SOUTH HALF OF SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, CF Cubic Feet (Foot) HDPE High Density Polyethylene SHT Sheet WILLAMETTE MERIDIAN, A DISTANCE OF 100.52 FEET TO A POINT ON THE EASTERLY RIGHT—OF WAY OF "N" AVE— NUE: THENCE NORTH 00 DEGREES 37 MINUTES 44 A C C r e S CL Class HT Height SPEC Specification(s) SECONDS EAST, ALONG THE EASTERLY RIGHT—OF—WAY OF "N" AVENUE, A DISTANCE Z Center Line HYD Hydrant STA Station Q Y OF 38.00 FEET TO THE INTERSECTION OF THE EASTERLY RIGHT—OF—WAY OF "N" CMP Corrugated Metal Pipe ID Inside Diameter SQ Square AVENUE AND THE NORTH LINE OF THE SOUTH HALF OF SAID SECTION 25; THENCE 2 CO Cleanout IE Invert Elevation SS Sanitary Sewer SOUTH 89 DEGREES 56 MINUTES 30 SECONDS EAST, ALONG THE NORTH UNE OF THE 03 34th St. T SOUTH HALF OF SAID SECTION 25, A DISTANCE OF 138.56 FEET TO A POINT THAT Q CONC Concrete IN or Inch(es) SD Storm Drain E BEARS NORTH 00 DEGREES 40 MINUTES 36 SECONDS EAST FROM THE TRUE POINT 35th St. tR CONST Construction INV Invert STD Standard OF BEGINNING; THENCE SOUTH 00 DEGREES 40 MINUTES 36 SECONDS WEST A o 1 4 CPEP Corrugated Polyethylene Pipe IRR Irrigation Water TOE Toe of Wall, or Slope DISTANCE OF 278.01 FEET TO THE TRUE POINT OF BEGINNING. AND ALSO TOGETHER 36th St. o CY Cubic Yard LB Pound(s) T Telephone Wire WITH AN EASEMENT FOR THE PURPOSE OF INGRESS, EGRESS AND UTILITIES OVER, UNDER AND ACROSS THAT PORTION DESCRIBED AS FOLLOWS: BEGINING AT THE DCVA Double Check Valve Assembly LCPE Lined Corrugated Polyethylene Pipe TC Telephone Conduit 38:h St. NORTHWEST CORNER OF LOT 11, BLOCK 2 OF SAID PLAT; THENCE SOUTH 00 DDCV Double Detector Check Valve LF Linear Feet TOC Top of Curb DEGREES 40 MINUTES 36 SECONDS WEST, ALONG THE WEST LINE OF SAID LOT 11, A UPI Department MAX Maximum TG Top of Grate DISTANCE OF 100.00 FEET TO A POINT ON THE NORTd RIGHT—OF—WAY OF LONGVIEW Longview Ave. ; THENCE NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST, ALONG THE 8 _ � [ g DET Detail MFR Manufacturer TEMP Temporary NORTH RIGHT—OF—WAY OF LONGVIEW AVENUE, A DISTANCE OF 10.00 FEET; THENCE DI Ductile Iron MH Manhole TOP Top of Wall, or Slope NORTH 00 DEGREES 40 MINUTES 36 SECONDS EAST, PERPENDICULAR TO AND °g' 6 DIA (0) Diameter MJ Mechanical Joint TYP Typical PARALLEL WITH THE WEST LINE OF SAID LOT 11, A DISTANCE OF 100.00 FEET TO A Q Q i DS Down Spout MIN Minimum VC Vertical Curve POINT THAT BEARS NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST FROM THE z o en 1 a I DWG Drawing MISC Miscellaneous VERT (V) Vertical POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 56 MINUTES 30 SECONDS EAST A o . V T I DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING. AND ALSO TOGETHER WITH ce r .., 2' 0 3 • Is 6ast(ing) N North(ing) W/ With THE SOUTH HALF OF TAYLOR STREET ABUTTING LOTS 6 THRU 10, BLOCK 2 OF SAID I a o c` c (§ EC Electrical Conduit NO or # Number WM Water Meter PLAT. AND ALSO TOGETHER WITH AN EASEMENT FOR THE Pt RPOSE OF INGRESS, EL Elevation OC On Center WT Weight EGRESS AND UTILITIES OVER, UNDER AND ACROSS THE SOUTH HALF OF TAYLOR EOP Edge of Pavement 0/W Oil Water WWF Welded Wire Fabric STREET ABUTTING LOTS 1 THRU 5, BLOCK 2 OF SAID PLAT. AND ALSO TOGETHER VICINITY �!VIAP WITH A 38.00 FOOT CONSTRUCTION EASEMENT FOR THE PURPOSE OF INGRESS, N EQ`.`' Equivalent YD Yord Drain EGRESS TO BE IN EFFECT FOR ONE YEAR FROM THE START OF CONSTRUCTION OR NOT TO SCALE N// THREE YEARS FROM THE PURCHASE OF PROPERTY WHICHEVER COMES FlRST, DESCRIBED AS FOLLOW: COMMENCING AT THE NORTHWEST CORNER OF LOT 11, BLOCK 2 OF SAID PLAT; THENCE NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST A E DISTANCE OF 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST A DISTANCE OF 38.01 FEET; C/) _LEGEND THENCE SOUTH 00 PARALLEL WITH THE DWEST EUJ E OFS 40 NSADSLOT 11,36 CANDISTANCE OFDS WEST, R 00.010 FEET TO ACULAR TO ND Z POINT ON THE NORTH RIGHT—OF—WAY OF LONGVIEW AVENUE; THENCE SOUTH 89 DEGREES 56 MINUTES 30 SECONDS EAST, ALONG THE NORTH RIGHT—OF—WAY OF OWNER / DEVELOPER CIVIL ENGINEER STORM PIPE — TOP OF WALL/TOE OF WALL LONGVIEW AVENUE, A DISTANCE OF 38.01 FEET TO A POINT THAT BEARS SOUTH 00 AT FINISHED SURFACE 2920 DEGREES 40 MINUTES 36 SECONDS WEST FROM THE TRUE POINT OF BEGINNING; VERIZON COMMUNICATIONS DCI ENGINEERS I— THENCE NORTH 00 DEGREES 40 MINUTES 36 SECONDS EAST, PERPENDICULAR TO AND P.O. BOX 1003, WAO1O1LB 10900 NE 4TH ST. SUITE 1200 CATCH BASIN ■ TOP AND TOE OF SLOPES — _ PARALLEL WITH THE WEST LINE OF SAID LOT 11, A DISTANCE OF 100.00 FEET TO Z THE TRUE POINT OF BEGINNING. EVERETT, WA 98206 BELLEVUE, WA 98004 < W 0 _ TT _ _ _ CONTACT: MR. PER WOLLEBEK (425) 827-2238 0 STORM MANHOLE Q SLOPE INDICATORS 3:1 M — — �2.1 FAX (425) 827-8986 Z Z SANITARY SEWER PIPE RIP RAP '? CONTRACTOR NOTE CONTACT: CARRIE KEATING Z W r F .. D W > cn ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND ARCHITECT L Y Q < SANITARY SEWER MANHOLE © FILTER FABRIC FENCING ^ ^ VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED Q _ 3 UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEY FURNISHED BY KORD S. KURISU --I O N OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF T 1 HOSE RECORDS AND WATER MAINS —W W RAIN WATER LEADERS (RWL) • SURVEY. FOR THE FINAL LOCATION OF EXISTING UTIUTIES IN AREAS CRITICAL TO 13028 HARBOUR HTS. DR. O LIJ CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY. MUKILTEO, WASHINGTON 98275 I-- IF- FIRE HYDRANT AND FDC • A CLEANOUTS (C.O.) SS AND SD 0 0 (425) 870-0368 0 CI IX CONTACT: KORD KURISU Q 0 O CO WATER METERS fli INTERCEPTOR AND BIO—SWALES ---* --* ---, Z = In Z WATER VALVES - ]21 0 CEMENT CONCRETE Ce . . . ,°,� O Q a N_ G FITTINGS WITH THRUST BLOCKS I Y I }-11, -Ji' i-Tv. STUBBED & PLUGGED LINE ] CODE INFORMATION SHEET INDEX CC SURFACE WTR AND PIPE -4 -* -* -* EXTRUDED CONC. CURB ZONING: R2 TITLE SHEET & VICINITY MAP C-1 W DIRECTION FLOW CONSTRUCTION TYPE: VN BUILDING AREA: DEMOLITION AND TESL PLAN C-2 EXISTING CONTOUR LABELS CURB & GUTTER EXIST. BLDG.=1,306 S.F. DRAINAGE PLAN C-3 I ADDITION= 1,194 S.F. TOTAL = 2,500 S.F. PR ,?USED CONTOUR LABELS ASPHALT CONCRETE PAVEMENT OCCUPANCY: B —t—+57 OCCUPANT LOAD=25 i GROUND SPOT ELEVATIONS (TENTHS) + 756.5 /— SHORING WALL PARCEL NUMBER re 756.55 FINISHED SURFACE ELEVATIONS + 756.75 Ar ROCKERY WALL P57859 SHEET TITLE: H (HUNDREDTHS) CIVIL N 1000.00 COORDINATES, & LEADERS / E 5000.00 CONCRETE RETAINING WALL COVER SHEET SAWCUT UNE (ASPHALT AND CEMENT CONCRETE) SHEET N0. C I Plot Date : 20040826.1301 File : 0:\Dci—Civil\2004\04-12-024—Verizon—HartLake\dwg\04024p1n.dwg emiller SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M. I 'L. . 1 1 2 3 1 4 I 5 I 6 I 7 ' c4z w 1 J �w 4 x 138.56' f .x x CONSTRUCTION SEQUENCE W z e W < o .. 3 CATCH OVERFLOW GRATE BASIN 1. SCHEDULE PRE-CON MEETING. ` - I- )--4 � U A SOLID O 2. INSTALL TESC MEASURES. O 8 ]� WALLS // Z U H i \�/ 3. DEMOLISH ITEMS TO BE REMOVED. rT F 4. INSTALL SITE IMPROVEMENTS. W OF w g i\/ " o 1 % \i\ 5. TESL MEASURES SHALL REMAIN UNTIL SITE IS STABILIZED �"� d FILTER MEDIA \\ POROUS \ij\ AND FINAL INSPECTION IS COMPLETE U d P Q1TCH BASIN INSERT a L-I o a 5 NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT re W I t l $ U IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, a THE MEANS TO DEWATER THE STORED SEDIMENT, AN 100.52'x sgems ,1111 II xIIIMIIII OVERFLOW, AND CAN BE EASILY MAINTAINED. B MAINTENANCE STANDARDS 4d11. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN SEDIMENT HAS FILLED c'I 10}1 0 / \\ x ONE-THIRDLE OR REPLACED ILABLEASTORAGE. TTHE FILTER MEDIA FOR THE INSERT SHALL BE m � ANED AT ___ � " � �W ai r W �N� O O " 1 ._ 2. REGULAR MAINTENANCE IS CRITICAL FOR CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF 0� �� 5� PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND c skis toe 1 \ I - 1. G E_x1S T HOUSE < , t5\ \ COMPLETELY IF NOT MAINTAINED PROPERLY. .. us 4.4 I o CATCH BASIN INSERT C -) ag SCALE : NTS C 'ClJ-) I FILTER FABRIC E 8"SD FENCE CATCH BASIN- 1 I cn "' ri -- © INLET PROTECTION ® I �� , I EX CB #1 col x N 89' 56' 30" W 158.42'it F I I --- • — , - --- — _ _- i ry} - Salatira _ Tef -- — -� = .....E:„;:„..., CH, RJI \` ' r-,^1,51 EX CB #4 '� E' IST J``t EX CB #3 tX , #2 6" U E 3h. ,T. ASPHALT DRIVE Street HAl N ::: 1lillr' ilipERI.,:,)_4,,,or F , XIS T ASP T — —,-- 1)4-.1 ---eccin j ill-----?. . k'N , 7\ - Iti. I % f n a c o c �Yi I m �1.j 'Pc' I =_:' - , I SERVE AS CONSTRUCTIOEXIST. ASPHALT DRIVE N 7 ,�I� kI t _ ENTRANCE . `ff - - CAP EXIST 6" NES FOR F f ��a+ r -� FU E CB, ski ECTION E - n, =. r'GI � �� /, REME}}VE SECTION oi `+D _ /; ; 7- J1' " is OF DRAIN LINE E XIS r. TEL. -- , % % t��'' l,.:js �_� `- -I RELO :Tt),- 1� l f 1 EXIST. BLDG. //i E ,�C CB it)---' x H 44 Z o 11I FF=21_ti / / / REMOVE DS AND FDN �/ 0 1 A JLT \';; + II 1 INES AT BLDG. CAP AT /I F"� ro = O m a._ LDG CORNERS FOR /� b W ~ z s f , tUTUREDRMNAGEa JOINTS IN FILTER FABRIC SHALL BE SPLICEDZ Z , ;FI ONNECTIONS.---- ----- - / L� ASPHA l OVAL o ' AT POSTS. USE STAPLES, WIRE RINGS, OR Z EXIST, TEE ' y„ 1 1' >, -„---.*- --:jt ----e �M'3 EQUIVALENT TO ATTACH FABRIC TO POSTS. W CABLE- 'JUt-; i,. y . 'I • -ll•:I)'H-ifi? ROCv - - ) F _ I u.' mt A ^I`J �3 - -m. Z I I EQUIVALENT, IFaSTANDARD r Q a ExIST. F' • II STRENGTH FABRIC USED 2 ` _ I , INK FENCE - ( �(y) } (-fr i `-Ti '' 4 „f \ I I I FILTER FABRIC MIN. J t,. �3 _ _ II I 0 Cn x x �� x 89 26 W 148.42 x INSTALL 4' HIGH ORANGE I I E I v O W E_ °.I ,T FENCE FOR CONSTRUCTION CCC7°°°°°°°0°0°' �i \ • %'f` P LIMITS EE PROTECTION /\ >/ /<\\ \ \ \\/,\\\>/\ \ \ \ \\ \\\ \ \ �\/\\/\\ \\Pi �\\i\t. � /\ A /—\ft 4\/� A ' i\\\// i/i.,/ '/f�j�,i, i MIN. 4"x4" TRENCH /\a1 /�\\ \\ \\/// \////< 0 - - �I ; :� T< Q Z 2ap w z I I 6' MAX. 11 it I BACKFILL TRENCH WITH MIN. Z w w I k "I I NATIVE SOIL OR 3/4"-1.5" 0 Q w I Q I U WASHED GRAVEL N z ' POST SPACING MAY BE INCREASED w G o TO 8' IF WIRE BACKING IS USED 2'x4" WOOD POSTS, STEEL I- FENCE POSTS, REAR, OR Cr u CC D EXIST. HOUSE NOTE: FILTER FABRIC FENCE SHALL BE INSTALLED EQUIVALENT W N ALONG CONTOUR WHENEVER POSSIBLE. z o M�ITENANCE STANDARDS j 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. I I 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 1 / `\ 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGN OF THE FENCE t CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION a° x v OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCUR, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. SHEET TITLE: H GRAPHIC SCALE 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. CIVIL <�:7 20 0 10 20 DEMOLITION 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT AND T.E.S.C. - liPi!il SHALL BE REPLACED. PLAN Longview Avenue -- ' - 1 inch - 20 It FILTER FABRIC FENCE n SHEET No. SCALE : NTS ` / C -2 Plot Date : 20040826.1036 File : O:\Dci-Civil\2004\04-12-024-Verizon-HortLake\dwg\04024p1n.dwg emiller SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M. 1 I 2 I 3 1 4 I- 5 I 6 1 7 CA Li z .4 ^ J _ _ 138.56' _ _ NOTES: � Q W x x x 0 1.8 N 1. ALL MATERIALS AND CONSTRUCTION IS TO CONFORM TO THE A.R.W.A. STANDARD W ¢ CUT/FILL QUANTITIES: SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION, STATE OF '—J �,WASHINGTON, 1981 EDITION. oZL4ACUT 65 CY ,��.., ZjFILL02. TOPOGRAPHYANDUTILITIESLOCATIONBASEDONSCANOF1986DEVELOPMENTASv NET 65 CY EXISTING CONDITIONS. Z 0 H I 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE FINAL LOCATION W 0 E • OF ALL UTILITIES AND SHALL REPAIR ALL DAMAGES DUE TO CONSTRUCTION. N EL 1 EXISTING CONDITIONS: 4. COMPACT, FERIIUZE AND RESEED ALL EXPOSED EARN AS FOLLOWS: ~ d E, ASPHALT = 7752 SF FERTIUZE WITH 10-10-10 OR 18-18-18 AT NE BY THE MANUFACTURER (3S . BUILDING = 1306 SF < iJ H w J RECOMMENDED APPLICATION RATE; m ` LANDSCAPE = 31349 SF SEED (BY WEIGHT) AT 35#/AC P Q z -50% CREEPING RED FESCUE $f it u GRAVEL = 372 SF -25% WHITE CLOVER • \ -13% ANNUAL RYE DEVELOPED CONDITIONS: -7% HIGHLAND REEPINNGGEBENT GRASS. 100.52' IISIIINIMMIED xillSo MIMSx - x x ', ASPHALT = 5724 SF MULCH AS NECESSARY •B ,, BUILDING = 2470 SF N LANDSCA — PE = 31349 SF I GRAVEL = 1080 SF (5t N,, o 0 DRAINAGE SUMMARY: s �4,, p'4" [3 ki'_ I f JUSE , 9. z `\. I ` THE SITE IS CURRENTLY DEVELOPED AS A VERIZON RSU FACILITY. ADDITIONAL < ZS 1 BUILDING AREA WILL BE CONSTRUCTED ADJACENT TO THE EXISTING BUILDING. 5 I THE PROPOSED BUILDING AREA WILL REPLACE THE EXISTING ASPHALT AREA. THE us '.4 SITE RUNOFF WILL BE EQUIVALENT BUT WILL BE SUBJECT TO LESS POLLUTANTS. 5 ROOF DOWNSPOUTS AND FOUNDATION DRAIN ONES FOR THE NEW BUILDINGS WILL I • I` CONNECT INTO THE EXISTING SYSTEM. THE DOWNSTREAM SYSTEM WILL NOT BE ADVERSELY AFFECTED. C I 4 I - a Et I8' SD- I i I I EX CB #1 1 - N 89' 56' , •• 158.42• J E;XI' CI;A1N�_J _ / x CB ••4 % EX CB ��� EX ` #2 E. r, �_ , . v-_ 6 �E XI .T _ p INH, FF-�1E -t"SD �„ gl . I • ; 2__.3�. II _ Taylor Street , N - f Ef,IST. ASPHALT EXIST. ASPHALT DR!VE �= =� PAVIN', _ COPPER r C oi Z _ ; I �_ -_ rn o 5i t NE�V PIPE BOLLARDS c'(c/ NEW ACOUSTIC ` ', ' I 30 I I �n c- l a c i o S SCREEN WAS i -1-14) O ) ,_r CRUSHED ROCK .` '7 . ' , ,, • �� O m __ -;_ I NEW CONDENSE' '' NEW* GEN.? I' ',, �- I NEW4'AN X STB �2 :::ticillirip; NEW F u c NK „--- `~ "� - -yam-.. RE__ _ f TGIE _3 NEW TREES E a j ;•i •• , • • r St' , (TYP) ' ^ • /��DITIONG ','• ,1• - 'L=0.002 INFO` IS a � � ter • ,. •NQ D' • IN : too Z f ( 'v i L;U -i • ♦Y. y=yt y„it.y y, •yY O Z It w U, r > r a S ` n er NE{-GRAVEL I I •1-T -- MATCH EXIST. , , .j EXI sT_" bLE>i�_ NEW BLDG. , x 4 1 F -- ADDITION ' w GRADE Z ki ,T TEL z y i Q oI -- .Ai', ' FF=273.0 i DOWNSPOUT 3' 1' o I_ _i t-_. !� '° NEW GRAVEL " � w m �._ ��•. 6 CAP W/ U z 9' -5" \ I I yE; 272.5 3" DS OPENING FERTILIZE/SEED tz- -•= FS I " 0 3:1 BACKSLOPE N/'�/ Z EXIST. TEL _ , I 43.91 --- ; • 0.• • A. 0 o Z L.L CABLE DUG DL1C. y f , r! z �'0i/•'/P` •Ill•St w F `r_in c " -m g• qr; .,�;1 F ��� � G�✓i✓1s� 1��1 ����✓!G\��I�OY�0�4Qvlb. 4" CRUSHED ROCK 5/8"MINUS 3 1119 -- EXIST. 6' CHAIN 7'11 I LINK EE:NCE �J/l I i►a ` _► a ro - ( r < x O - LJJ=•� b'b� N 89 26 W 148.42 I _ 1 CONTINUE SWALE, DS DRAIN r x"T PATTERN TO MATCH FILTER FABRIC MIRAFl I CONNECT BLDG ROOF 6" SOLID PIPE . ,HI G DOWNSPOUT 11GHTLINE AND --_EXIST. SEE SECT A-A o 140-N OR EQUAL Et i p O FDN DRAIN LINE INTO EXIST. ° PEA GRAVEL ALL SYSTEM (TYP) > ` Z = CO Q I 1-w F- I_ K) Z %•• • • • • e% • • Q w I Lij(nQ I . .or. ,,,, • N • MIN G 0 � gw � /'�/ I FOOTING DRAIN I��1 LL D EXIST. HnI_ >E 6" PERF PIPE 14" Dc MIN zo SECTION A—A LLJ SCALE : NTS O t I l -- - - ---- __ ______ . __ _-._• . i _ © SHEET TITLE H GRAPHIC SCALE CIVIL <;-t 20 0 10 20 DRAINAGE PLAN Longview Avenue -- ( Mi nnr I. inch = 20 ft SHEET NO. C -3 Plot Date : 20040826.132 File : 0:\Dci-Civil\2004\04-12-024-Verizon-HartLake\dwg\04024p1n.dwg emiller • SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M. I . - SMOOTH CONC. CAP • ' 5"m GALV. PIPE - FILL , W/ CONCRETE - PAINT p W U COLOR AS SELECTED CF/1J ^ O P a i RELOCATED DOOR * FRAME �/� • BY ARCHITECT w P` 3 NEW ACOUSTIC SCREEN WALL N II SLOPE TO DRAIN /`/ " I/4" PER FT. SLOPE - MAX. ❑ a ❑ a a 1 3X3XI/4 GALV. TUBE I Y POST t �� /�\ 2X4 CEDAR EACH -- 2 27 0 T 6% ^ \'C, '^SIDE OF POST c— II'_0" R l/ 1/4 Jim OF DOORS D PR. �J o !� n • iltiflf\ _ = _ _ oGENERATO \ \ Fn EXIST. ASPHALT PAVING *--):. C `VC I_'ycCONCRETE FOOTINGr"y #4 REINF. BARS WELD p � �\ UI TO PIPE 7VC�� W BOLT 2X4 TO POST WITH VINYL SIDING OVER I5# BLDG. PAPER 14"0 NEW OUTSIDE AIR LOUVER 13'-0" I' (2) 3/8" M.B. t WASHERS �' NEW CONC. SLAB , REMOVE EXIST. ASPHALT A5 , el ACOUSTIC SCREEN DOOR DTL. y RELOCATED ' 4 PIPE BOLLARD PR OF DOORS, 3 0 • .� REQ'D. FOR NEW ASPHALT SLAB �,,,� � N d N ACOUSTIC SCREEN DR SCALE: 3/8" m 1I "p" BOLLARD EXIST. ASPHALT PAVING SCALE: 3 = 1 —0 n Y M =��u,t,utuJ jwivy hYSMA)u1>ra�i3ANi i II �p • I L3 v \ �/ � ? Q HOL. METAL FRAME NEW DON JSPOUT INTO ----__,� ar° 3 0 —1_ - I p to w = m chi NOL. METAL DOOR NEW BOO- - SEE _� • T At p_ DUCT - I I NEWF.E. wALUMTHRESHOLD / ENTRY /NEW LAG BA! 1 EN BUTT INTO �� d1 L.L. N It - AIR MACHINE S o = Cl V.C.T. EXIST. BATTEN - SEE _.._. DC WW G'e � z `AS PROVICZE'•:{• A'ALL MOUNTED NEW MECH . RM . • �' W v PR VIDE REF. PIPE d CONDUIT❑ 7 I'-4", , Y C Jv o o 0 " SUPS . 1 SEE NOTE = • CO ER SEED SI .M- �[ ' r ` . F I1 -x-:Y _ RE VE - IST. •IOING BC. ' . PA' R / co A �� - I = • . VERWr EATHI G NAILING ' R 5t • I °4 �• 4 O* ::iutt: _ FLR. SLAB INS ALL EW 5/8 GrW.B. T4 S- Ce WALL �� • ® Q — -� —1 0 in • : I! • ,: A4 NEW FRAMINGPOS SEE Ow = FRAMING PLAN LNEW POST SEE IINNTOTEXISTN BOOOT �• EXIST. CONDENSER SCREEN ALL • 11: °�4 PLAN ; ;: ; : - :.4:.:. �TO BE RE-FRAMED SEE ST1C, a O 0 NEW ALUM . THRESNOLD DET. I I — — — — Hi_i� �-y�- I• C —I SCALE: 1 1/2" so1L-0" ALUM THR ,-,5 RELOCATE EX ST. F :' : •::.' T I ELEC. PANELS I II REMOVE EXIST. CONDENSER I \--7= NEW IRE EXTINGUISHER -SEW DOWNSPOUT 14TO PAIR OF DOO 5 I JEW BOOT - SEE:att:: > I SEE MECH. _ e o : : . J EXIST. DRY-AIR MACHINE I RELOCATE EXIST. PA OF NOL. p 11 - I Jr-EXIST. BE RELOCATED I I I - I METAL DOORS TO A USTIC WALL co II : t..:' II J REMOVE EXIST. WALLS, DOOR k FRAME I I I " - - - x NEW 5 HORIZ. VINYL SIDING �'�•w•t` PATG AD SU AG RE D I I I OVER 5 BUILDINGPAPER � :.{•: •:•r..ti ..:�. I' N ...... ........ ....... .... ........ . . . 1- . ........ ...... ..... .......................................................................... ......... . . . . .... . .. . . . .. ... .... .... PLYWOOD SHEATHING HEADER PER STRUG. OR SIZE - ,.,...,. :.:..............................................................:::...........}:::::: ......... :^.:^.: , ; {::. ::. : .�•:::.::: :::. :::::::::::. :. ::::::. :: ................... ........ ............. . ....... NEW POST SEE STRUG. �ilj + (3) 2X WITH 1/2" PLYWD. SPACERS 0.E. = I I PROVIDE ALL VINYL SIDING IIPER STRUC. NOTES I III 1j1T 5/8" TYPE "X" G.N.B. OVER APPROX. LOCATION CF _ � L _ _ - I WRAP P�SLWIL 5.L �W.� 4 = FINISH TRIM AROUND DOOR I ill N! , ALUM. FOILFACED KRAFT- DUSTPROOF PARTITION i y ` II I - , I PROVIDE MT. CORNER BEADS I NFRAMES ai tail PAPER = SS� b .,�,; .- ti:... :.tv :ly., , . . ... . , ... .., . . , ,,:. :.:: N SEALANT � .. ..... .... ... ..... a v RP M. FIFA DEXIS 'tali I- ATTI T a= ............. .........:: ::..... . ....... 0GA. A FLASHINGv ...... ........ .......:::rig•..... ... .. . . . ..... .........I . . ...... .... . .. .....2 G LV. KRAFTPAPER6 INTO ., .. .. . . ...ROUGH OVER DOOR FRAMER CAP _ 7 3/4' OPENING - TYP. ALL SIDES � I I w SIDING I" MIN. OVER FLASHING — - o I 0 a .� HOL. METAL DOOR 4 FRAME OVE EX��;7 h� R. 71 K TO F T I AIRI �I. .-1... 0 PROVIDE NEW RAISED ACCESS . id:t r : :i tr r �: r.:: tt {t:{ :: :tt,:tr:i:; > 1/2" 11 DOOR 2 o FLOOR SYSTEM AS REQ'D. TO ' . ..: ::::=::t. :::.::..M{::::.a'.•: .:•.PU'YM.: • E:•Eg.M1 .'•a: = j_ m .MALE: Al --® EXIST. TEL EQUIP. • . •:::t:.... t.. . .......... :•:•::•. .....•:::�::: p 0 o E) ISTIN� EQUI °MENT AREA FI I -NEW V,C.T. OVER NEN CONC. SLAB Lilo cile IUle HALL LEGEND . i HOL. METAL FRAMEn. o Cl CO Cite = o -HOL. METAL DOOR cv EXIST. TEL. EQUIP. :..•:::::::. : :::,::.v.v:. ::.-.t v :•::.•:..v...�:•::•:.....::... ::......::......:'::�............: le EXISTING WALL TO REMAIN /� { N ✓ -NOTCH DOOR FRAME o w :•...°.. ;,Fl? { : �fkkGN}P::.., _ _ _ EXISTING WALL TO BE REMOVED N _� V.C.T. o - PATCH ADJACENT SURFACES AS _ f I . NEW EQUIP. AREA I REQUIRED 70 MATCH EXISTING = �,; _ t o z "•"1!^"! NEW EXTERIOR WALL NEW VINYL • w n �o— —° F ..• •.•..�:. ......A .. m. X xn o N EXIST. TEL EQUIP. :.::::} is r::::::..:I:. :as :.::i.::: t:::.:.::a:::::: ::.::::^i: i::::: .i::i:::ti:::'t::'t. . : SIDING OVER I5# BLDG. PAPER OVER • a <.. r.......:: :at:$ :::::::.::::::::..::'::::r:::: 1LtPiSS:I ..' :. !✓ .:::. I/2" PLYWOOD SHEATHING OVER 2X6 I = o + ;}tt;f:... •::./:::..::.:{•::::•. . ..... .• STUDS @ 16" O.C. W/ 5/8" TYP. "X" G.W.B. SLOPE SLAB --_ 1 - o • ,dam Y N EXIST. RAISEDCV.C.T. t :: :: :::: (10 OVER ALUM. FOILFACE KRAFTPAPER ON TO THRESHOLD II I ° EXIST. CABLi DUCT ENTP:Y_ ACCESS FL2. I I % THE INTERIOR FACE I I I I o °° REMOVE ENTIRE EXISTING HAL c8 1. THRESHOLD I/8" THICK 4 WAY C WALL - PATCH ADJ. SURFACE IIIIIIIIIIIIIIIIIIIIIIIIIII NEW INTERIOR WALL - 5/8" TYPE "X" MED. PATTERN SAFETY PLATE — tl7: G.W.B. EACH SIDE OF 2X6 STUDS --�� EXIST. TEL EQUIP. ::r. :: :::.ti..:..:: ::::.: :::::::. :::.: ::::. :. :::::::...... r::..........::. GALV. STEEL W/(5) #3 ANCHORS ::v:^::1.:-:::.•::.t:.4•F:•::•:.v ::•:}:::.::::.::.::.•::.::::::...:. -:{ -.4..k F!: ..• .• r. .......... ......... .......... I CC @ 16 O.C. WITH SOUND GATT INSULATION WELDED TO THRESHOLD SEXIST. LAG BATTEN i - er SEE STRUC. = I NEW LAG BATTEN BUTT INTO ° d r i — XX. L I OF- EXIST. BATTENI- SEE DNSW T� aRNOLD DETAIL EXIST. BATTERIES EXIST. BATTERIES ROOF P 1T1ON I 1 _ " IUJ FINISH NOTES IL JL J , J, 184, — I. PAINT ALL NEW EXPOSED STEEL FRAMING, CHANNELS, SCALE: i I/211 I1--QII FLAT THRHOI_D \ • - • '"• , • "" • �"n • • ••" • " - I av o ANGLE SUPPORTS, ETC. COLOR AS SELECTED BY Qb\tJ "'� > - I s- °a^ °s °°. THE ARCHITECT. EXIST. DOWNSPOUT EXIST. CRUSHED ROCK SURFACING v u EXIST. DOWNSPOUT NEW i"• NSPOPI7 INTO e 4 INTO EXIST. BOOT =r INTO EXIST. BOOT -'� NEW +;'.T - SEE �--ROOF LINE -NEW CRUSHED ROCK ® 'tali-,n w �° s o oo _ o 0 0 2. AT ALL AREAS WHERE EXISTING EQUIP., PANELS, ETC. SIGN SCHEDULE NOTES — ' a o w8 _°oa ARE REMOVED OF NEW WORK IS PERFORMED, PATCH I. Specialty signs are to be 14"x10" ABS plastic per specifications. \ ...„....PROVIDE NEW WOOD SCREW EDGE fn AND PAINT TO MATCH EXIST. ADJACENT SURFACES. 2.AII signs scheduled and specified arc based on rainbow signs. FOR ALL NEW CRUSHED ROCK Z 3- NEW FACTORY FINISH ITEMS, CONDUIT AND DUCTWORK SIGN SCHEDULE SEE elk ARE NOT TO BE PAINTED. 44'-0" 201-0" ICY ~ 4. PAINT ALL NEW STRUT SYSTEMS (UNISTRUT, SUPERSTRUT, EXIST. BUILDING NEW ADDITION 0 ETC.) USED ON EXTERIOR FOR MECH. AND ELEC. ITEMS. KEY LEGEND CATALOG No. Z F. Z A = O 5. ALL NEW DUCTWORK AND PIPE WALL/CEILING PENETRATIONS 0 DANGER/NO SMOKING 04NE261 (14" x 10") A3 SHALL BE SEALED AND FINISHED AS REQUIRED TO MAINTAIN 0 NOT AN EXIT 08NE503 CC CI — THE FIRE RATING Q FIRE EXTINGUISHER 08NE503 FLOOR PLAN 0 o 6. PREPARE EXISTING SOFFITS AND FASCIA BOARDS AS VAPOR AND SHIELDING BARRIER: 11 I 11 U 0 = REQUIRED AND PAINT TO MATCH NEW SOFFITS AND FASCIA 0 EXIT 08NE502 SCALE: 1/4 == I —0 z BOARDS. CLEAN AND PAINT EXISTING EXERTIOR DOORS, EQUIPMENT ROOM - INSTALL THE SPECIFIED ALUMINUM FOIL FACED • NO�F� 0 Z DOOR FRAMES, AND LOUVERS. KRAFT PAPER ON THE INTERIOR FACE OF STUDS ON ALL NEW WALLS N 0 w i— OF THIS ROOM. REFER TO SPECIFICATIONS, SECtIION 04200. J O 7. CONTRACTOR SHALL STRIP WAX OFF EXIST. V.G.T. IC4 ° $ CONAND NEW VC.T. AT THEHALL COMPLETIO AND WAX N OF WORKH THE INSULATION INSULATION NOTE: > m NEW EQUIP. AND FRAME AREA - INSULATION IN THE NEW EXTERIOR DOOR SCHEDULE WALLS SHALL BE KRAFT FACED INSULATION. THE ALUMINUM FOIL GTE W.0.# 2023—B01-7B001AA ISSUE FACED KRAFT PAPER WILL SERVE AS THE VAPOR BARRIER. NEW MECHANICAL ROOM - INSULATION IN THE NEN EXTERIOR CALIFORNIA HAWAII A NORTHWEST SHEET NO.One DR. LOCATION SIZE DETAILS WALLS SHALL BE ALUMINUM FOIL FACED. GTE Race, Donald Oaks, CA 91362 P.O. , 11 1 P.O. BOX 100 Eelt IVA 98"208 No. FRANC TYPE REMARKS OUTSIDE INSIDE WIDTH HEIGTN DEPTH HEAD JAMB SILL NEN WALL MOUNTED SUPERSTRUT: 1 EXTERIOR NEW EQUIPMENT AREA 5'-0" 9'-0" 2/A2 2/A2 SIN I/A2 PAIR OF DOORS PROVIDE (3) 10 FOOT LONG SUPERSTRUTS, CENTERED ON THE FLOOR 2 EXTERIOR FRAME AREA 5'-0" 9' 0" 2/A2 2/A2 SIN I/A2 RELOCATED DOOR CABLEU DUCTT ALLENTRYN HOLES AS SHOWN ON THE BUILDING 2X SECTION. Ve ri�o n Communications of SECURE TO WALL WITH 5/8"m LAG SCREWS @ 24" O.C. TO 2X BLOCKING. veinal al A ... E 3 EXTERIOR NEW MECHANICAL ROOM 6'-O" 7' O" 2/A2 2/A2 SIM 3/A2 r PAIR OF DOORS SUPERSTRUT SHALL BE AI200H5 WITH GOLD IRIDATE FINISH. \....r.1°.* 4 EXTERIOR NEW CONDENSER AREA 6'-6" 7'-0" 5/A2 5/A2 SIM RELOCATED DOOR i LANDSCAPE INSTALLATION NOTES: EXISTING LANDSCAPE LEGEND LEGAL DESCRIPTION GENERAL NOTES PLANT REMOVAL, REMOVE ALL TREES AND SHRUBS SHOWN ON PLAN TO BE ELIMINATED. TAKE LOTS 6 THRU 10, BLOCK 2, KING'S FIRST ADDITION TO THE CITY OF ANACORTES, ACCORDING TO THE PLAT THEREOF I. General Contractor Is responsible for compliance with I38.56 CARE WHEN WORKING WITHIN THE DRIP LINE OF ANY TREES OR SHRUBS TO AS RECORDED I VOLUME I OF PLATS, PAGE 42, RECORDS OF SKAGIT COUNTY, TATE OF WASHINGTON. CI • all local codes and ordinances. All construction shall REMAIN THAT ROOTS ARE NOT DISTURBED. IF ANY ROOTS OVER I/4" IN DIA. comply with the following codes (latest editions), �'- �- X -- X -- X -- ARE DAMAGED THEY SHOULD BE CLEANLY arr. EXISTING MALUS FLORIBUNDA cot \ a z A. Uniform Building Code IF A PLANT CANNOT BE REMOVED WITHOUT DAMAGING THE ROOTS OF A PLANT JAPANESE FLOWERING CRABAPPLE TOGETHER WITH THOSE PORTIONS OF VACATED "N" AVENUE AND ALLEY ADJACENT TO SAID LOTS 6 THRU 10. In 6 "SiB. Uniform Plumbing Code TO REMAIN, IT SHALL BE BE CUT OFF FLUSH WITH THE GROUND AND THE CUT AREA w ``w Y 3 C. Uniform Mechanical Code TREATED WITH ROUND-UP OR EQUAL PER LABEL DIRECTIONS. o: < V 1 LinD. National Electrical Cods DISPOSE OF ALL PLANT MATERIAL DEBRIS AND LITTER FOUND WITHIN THE ALSO TOGETHER WITH THAT PORTION DESCRIBED AS FOLLOWS: 0 if local codes and ordincnces are more stringent, EXISTING PLANTINGS OFF SITE. COMMENCING AT THE NORTHWEST CORNER OF LOT II, BLOCK 2 OF SAID PLAT; THENCE NORTH Bq DEGREES 56 MINUTES '�� 1 k' Contractor shall amply. EXIST. CHAMAECYPARIS 087USA 30 SECONDS WEST A DISTANCE OF 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 8q G 2. General Contractor for for and all le permits subcontractors shall apply GRADING: DEGREES 56 MINUTES 30 SECONDS WEST A. DISTANCE OF 38.01 FEET; THENCE NORTH 00 DEGREES 40 MINUTES 36 for and pay for all applicable permits required for the ' AFTER EXISTING PLANT MATERIAL HAS BEEN REMOVED AND IN NEW PLANTING HINOKI CYPRESS '" 'n work under this contract. AREAS, SUBGRADE SHALL BE RAKED SMOOTH. REMOVE ANY ROOTS GREATER SECONDS EAST A DISTANCE OF 240.01 FEET; THENCE NORTH 8q DEGREES 56 MINUTES 30 SECONDS WEST PERPENDICU- 3. General Contractor shall verify all dimensions ad X WAN I/2' DIAMETER TO A DEPTH OF 12'. LAR TO AND PARALLEL WITH THE NORTH LINE OF THE SOUTH HALF OF SECTION 25 TOWNSHIP 35 NORTH,I RANGE I existing condition before stating work. Notify IN NEW PLANTING AREAS WHERE SOIL LEVEL IS MORE THAN 3' BELOW FINISH ' Architect of any discrepancies. GRADE OF ADJACENT PAVING ADD TOPSOIL. FINISH GRADE OF NEW PLANTING EAST, WILLAMETTE MERIDIAN, A DISTANCEOF 100.52 FEET TO A POINT ON THE EASTERLY RIGHT-OF WAY OF "N" AVE- 4. Demolitions, removal and all new work shall be performed AREAS SHALL BE CROWNED 61" ABOVE ADJACENT PAVING IN 5' WIDE PLANTERS. NUE: THENCE NORTH 00 DEGREES 37 MINUTES 44 SECONDS EAST, ALONG THE EASTERLY RIGHT-OF-WAY OF 'N" AVENUE, with a minimum of interruption of the Owner's normal TOPSOIL TO BE LOCALLY AVAILABLE 3-WAY MIX. PROVIDE LANDSCAPE ARCITECT 3 EXISTING PRUNUS LUSITANICA A DISTANCE OF 38..00 FEET TO THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY OF 'N" AVENUE AND THE NORTH business routine. Confer with the local building WITH SOIL ANALYSIS PRIOR TO INSTALLATION. FAX INFORMATION TO - ��I!! PORTUGAL LAUREL LINE OF THE SOUTH HALF OF SAID SECTION 2E; THENCE SOUTH 81 DEGREES 56 MINUTES 30 SECONDS EAST, ALONG manger ad Owners Representative and coordinate prior BURROS DESIGN GROUP AT 425-771-5653. H to any demolition work. IF TOPSOIL WILL BE INSTALLED TO A DEPTH OVER 3' 1ST SHALL BE SPLIT INTO THE NORTH LINE OF THE SOUTH HALF OF SAID SECTION 25, A DISTANCE OF 138.56 FEET TO A POINT THAT BEARS 5. Unless specifically noted or otherwise indicated, all TOW LIFTS. BLEND THE FIRST LIFT WITH EXISTING SOIL TO A DEPTH OF 6'. EXISTING COTONEASTER PARNEY NORTH 00 DEGREES 40 MINUTES 36 SECONDS EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 00 DEGREES removed or salvaged materials become the property of the 1 THE SECOND LIFT MAY BE APPLIED OVER THE TOP OF THE AMENDED SOIL AND N.C.N. V Contractor and shall be removed from the site. 40 MINUTES 36 SECONDS WEST A DISTANCE OF 278.01 FEET TO THE TRUE POINT OF BEGINNING. BLENDED INTO 17 DURING PLANTING. 6. Adequately protect all of Owners equipment from damage GRADING SHALL BE DONE IN SUCH A WAY TO PROVIDE POSITIVE DRAINAGE MD W and malfunctions due to dust end debris caused by work ELIMINATE WATER FLOW TOWARDS BUILDING OR ADJACENT PROPERTIES. IF ANY II EXISTING EVONYMUS ALATA AND ALSO TOGETHER WITH AN EASEMENT FOR THE PURPOSE OF INGRESS EGRESS AND UTILITIES OVER UNDER AND in this contract. Coordinate protection procedures with X DRAINAGE PROBLEMS ARE ENCOUNTERED DURING GRADING CONTRACT OWNER'S WINGED EVONYMUS ' ' the Owner's Representative and local building manager. REPRESENTATIVE. ACROSS THAT PORTION DESCRIBED AS FOLLOW_a: 7. General Contractor is responsible for proper BEGINING AT THE NORTHWEST CORNER OF LOT Ii, BLOCK 2 OF SAID PLAT; THENCE SOUTH 00 DEGREES 40 MINUTES Z in coordination of the cork of all trades, and to insure PLANT INSTALLATION, 36 SECONDS WEST ALONG THE WEST LINE OF SAID LOT 11, A DISTANCE OF 100.00 FEET TO A POINT ON THE NORTH V • N that all openings for conduits ad piping are provided i EXISTING CISTUS COREARIENSIS 00,52 INSTALL ALL PROPOSED TREES AND SHRUBS SO THEY ARE PLUMB AND AT RIGHT-OF-WAY OF LONGVIEW AVENUE; THENCE NORTH 8q DEGREES 56 MINUTES 30 SECONDS WEST ALONG THE NORTH N for and properly located, coordinate with -X -- -- X -__X PROPER DEPTH. ROOTBALLS TO BE I' BELOW FINISH GRADE ONCE MULCH IS ROCK ROSE ' C) subcontractors. APPLIED. NO ROOTBALLS SHALL PROTRUDE FROM GROUND. RIGHT-OF-WAY OF LONGVIEW AVENUE, A DISTANCE OF 10.00 FEET; THENCE NORTH 00 DEGREES 40 MINUTES 36 SECONDS LL 8. All cutting of concrete or masonry shall be performed ' STAKE ANY TREES OVER 6' HEIGHT WITH A SINGLE 2" DIAMETER PRESSURE EAST, PERPENDICULAR TO AND PARALLEL WITH THE WEST LINE OF SAID LOT 11, A DISTANCE OF 100.00 FEET TO A �jZ with carbide-tipped power driven tools. All cuts shall TREATED STAKE DRIVEN AT AN ANGLE. TIE TREE TO STAKE LOOSELY USING EXISTING GROUNDCOVER POIN THAT BEARS NORTH 8q DEGREES 56 MINUTES 30 SECONDS WEST FROM HE POINT OF BEGINNING; THENCE SOUTH F O O be square a CHAIN LOCK OR EQUAL. TIES TO BE REMOVED BY OWNER AFTER ONE YEAR. HEDERA HELIX BALTICA ENGLISH IVY Cl. Remove all exposed abandoned electrical and mechanical PRtAN7 MATERIAL SHALL BE IN EXCELLENT CONDITION WHEN INSTALLED AND 8q DEGREES 56 MINUTES 30 SECONDS EAST A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING. //+/f� r I- equipment. Abandoned piping and conduit may be left in \\ SHALL CONFORM TO LATEST AMERICAN NURSERYMAN'S ASSOCIATION STANDARDS NEW LANDSCAPE LEGEND \/ps/ cc car OI place if concealed behind existing surfaces. Cap all X FOR SIZE AND BRANCHING. AND ALSO TOGETHER WITH THE SOUTH HALF OF TAYLOR STREET ABUTTING LOTS 6 THRU 10, BLOCK 2 OF SAID PLAT. Z O abandoned repair piping. , IF WORK IS INSTALLED DURING THE GROWING SEASON, WATER PLANTING PITS 10. Patch and repair work to match existing adjacent , BEFORE INSTALLING PLANTS. FILL PITS WITH WATER AND ALLOW IT TO DRAIN. surfaces. Patch all surfaces damaged or disfigured by WATER PLANT MATERIAL THOROUGHLY AFTER INsrALurloN. AND ALSO TOGETHER WITH AN EASEMENT FOR THE PURPOSE OF INGRESS, EGRESS AND UTILITIES OVER, UNDER AND co^ work made this contract, Including holes left by X i ? ::•.. removal of extstkg Items or equipment. , :.:::........ NEW CHAMAECYPARIS OBTUSA ACROSS THE SOUTH HALF OF TAYLOR STREET ABUTTING LOTS 1 THRU 5, BLOCK 2 OF SAID PLAT. ;� II. General Contractor shall be responsible for maintaining , '"""" HINOKI CYPRESS 6-8' HT.) EXIST. HOUSE {::i::......:...... ( building security at all times. REMOVE ALL WEEDS ON THE SITE. AND ALSO TOGETHER WITH A 33.00 FOOT CONSTRUCTION EASEMENT FOR THE PURPOSE OF INGRESS, EGRESS TO BE IN _ e N 12. Finish notes may not specifically coverall conditions AFTER INSTALLATION OF NEW PLANT MATERIAL TREAT SITE WITH APPROPRIATE `,, � EFFECT FOR ONE YEAR FROM THE START OF CONSTRUCTION OR THREE YEARS FROM THE PURCHAS OF PROPERTY co Ov in the building, however, they shall be used as a " PRE-EMERGENT HERBICIDE. TREATMENT TO BE DONE BY A LICENSED APPLICATOR. ; ' ;•':;/ :.:. standard guide for similar conditions. " PROVIDE OWNER'S REPRESENTATIVE A LETTER STATING THAT TREATMENT HAS Jai `Y: NEW PHILADELPHUS LEWIS!' WHICHEVER COMES FIRST, DESCRIBED AS FOLLOW: Y/ N 13. General Contractor shall coordinate on-site parking with -_ OCCURRED AND WHTAT PRODUCT WAS USED. INCLUDE ANY RECOMMENDATIONS O .1the Verizon Site Supervisor. FOR TIMING AND METHOD OF FOLLOW-UP TREATMENTS. :.v MOCKORANGE (5 GAL) r) - 14. General Contractor shall coordinate on-ells tool ad X IC). COMMENCING AT THE NORTHWEST CORNER OF LOT II, BLOCK 2 OF SAID PLAT; THENCE NORTH 8q DEGREES 56 MINUTES materials storage with the Varier Site Supervisor. MULCH, 30 SECONDS WEST A DISTANCE OF 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 8q PROVIDE LANDSCAPE ARCHITECT WITH SAMPLE OF PROPOSED 8 ARK MULCH AND I� NEW COMPACT OREGON GRAPE (4' SPACING) DEGREES 56 MINUTES 30 SECONDS WEST A DISTANCE OF 38.01 FEET; THENCE SOUTH 00 DEGREES 40 MINUTES 36 I JROTECTION NOTE X , - ANALYSIS. tot MAHONIA AQUIFOLIUM COMPACTA (5 GAL.) SECONDS WEST PERPENDICULAR TO AND PARALLEL WITH THE WEST LINE OF SAID LOT II, A DISTANCE OF 100.00 Q General Contractor shall be responsible for coordinating all ' AFTER PLANT MATERIAL HAS BEEN INSTALLED FINE GRADE DISTURBED PLANTING AREAS AND INSTALL MEDIUM BARK MULCH 70'A COMPACTED DEPTH OF 3'. KEEP FEET TO A POINT ON THE NORTH RIGHT-OF-WAY OF LONGVIEW AVENUE; THENCE SOUTH 81 DEGREES 56 MINUTES 30 �/ neceset y precautions to protect Ve^izan s equipment and MULCH OFF CROWNS OF PLANTS. ' SECONDS EAST ALONG THE NORTH RIGHT-OF-WAY OF LONGVIEW AVENUE, A DISTANCE OF 38.01 FEET TO A POINT THAT {"jam furnishings from dust, debris, and water damage due to any . NEW BROWNS YEW (5 SPACING) r work of this Contract. Special consideration *hall bar INSTALL 2 COMPACTED DEPTH OF MEDIUM BARK IN ALL OTHER LANDSCAPE AREAS OF SITE WHERE BARE GROUND IS SHOWING. TAXUS MEDIABROWNII (5 GAL) BEARS SOUTH 00 DEGREES 40 MINUTES 36 SECONDS WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 00 O provided during the roof construction or when providing new DEGREES 40 MINUTES 36 SECONDS EAST, PERPENDICULAR TO AND PARALLEL WITH THE WEST LINE OF SAID LOT II, Y openings In the building envelope. Under no circumstances INSPECTION: A DISTANCE OF 100.00 FEET TO THE TRUE POINT OF 1�1d4._.�---� will moisture be allowed to enter the interior building General shall be fully responsible for all • AND AFTER LANDSCAPE INSTALLATION. INSPECTION WILL BE FOR WEED REMOVAL,• LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE WILL INSPECT THE SITE DURING A NEW EDWARD GOUCHER ABELIA (4' SPACING) space. Contractori ABELIA GRANDIFLORA 'EDWARD GOUCHER' I \.� /` costs to Verizon for damage due to the work of this Contract. X, PLANT INSPECTION AND EVALUATION OF INSTALLATION. AMY PROBLEMS FOUND DURING LANDSCAPE AREA NOTE: , �w The General Contractor shall closely supervise the work of I 5 GAL.) REMOVE EXISTING PLANTINGS AS REQ'D. ANY INSPECTION SHALL A REMEDIED WITHIN TWO WEEKS OF RECEIVING NOTICE of ��W t NEW S7REP�T LIGHT SEE ELEC. all subcontractors and shall clean work areas as the work ' PROBLEM. CALL LANDSCAPE ARCHITECT OR OWNER'S REP. A MINIMUM OF ONE WEEK progresses. X PRIOR TO DESIRED INSPECTION DATE. FOR NEW LANDSCAPE PLANTINGS AS O F"k:/-? FIXTURE PE: SCHEMECHANICAL At ELECTRICAL SCHEDUUNQ 70'-0" OVER ULED.THISENTIRE PROVIDE AREA" THICK BARK/MULC . a o m POLE MOU TED AREA LUMINARE, NEW NEW FIRE HYDRANT SEE CIVIL � g � VERIZON MAINTENANCE WINDOW Ic f TYPE III, EDIUM CUT-OFF, 18 POLE All Mechanical ductwork and Electrical work performed over . N 89° 56' 30 i' W , i 56.42 i „ „ MFR: LBITH NIA *KA,D 250M- 20 PHOTOCELL C „O a o existinng telephone equlpnent or busters shall be performed ........ ......... _ _ DDB in the Verizon maintenance window of (II:00 PM to 6:00 AM). mn•� �.��r - . , ♦ #10 //7�/i;1�Yy; T; � �+. R�. `t ^! ` •':n:.' 7. :xu:. -%/,//i ism^&1 RPDO - - r.......:...:i::: �•G�s- - i ' :/its x, �u yw 4sz�'or'+' _ ._ .. .ifs, ;Ge.- /i/ '. . 7e R?6+ 1-250 /CLEAR METAL HALIDE A special Verizan High Risk Method of Procedure form shall .•: Q.be submitted detailing this portion of the work. Ail •:::::.,°;:•::.:�: iS:•ii:i{b ° �� !// i/ice •;� :ax &'#e.,a-,'" /i••./ &xr..., .sec, t+ p //r/i... v �' .g. ��,". sav il► :.;;; (I.) a :.::'' ::._:_ig seat & ELEC. OUTAGES "CUTOVER" D EXIST. 6 AIN LINK F ` :-:: D OS o / DESIGNATED FIRE DEPARTMENT Taylor Street W Contractor shall submit a detailed High Risk M.O.P. I / I EXIST. ASPHALT DRIVE for ay mechanical (Including RvAC controls) and n) p TURNAROUND AREA v o -'\_ '� N Ui Q electrical pourer outages and rotated work for `►� , „ fl C4 , :: N vreview and approval by the Velum sine Supervisor, >• , �x,yPROVIDE ASPHALT PAVING AS REVD. .. , M-SAW-CUT REMOVE t PATCH EXIST. �iiFOwner'st Representative, ad Architect. L l_1--4- iii." ( FORA 30' RADIUS TURN �' ; g I-u p. High Risk M.O.P. two weeks prig to ? � ...•,rnwn.•••- ._n ASPHALT PAVING FOR ELEC. WORK In �ii ay pwposea t or eleercal work.du II Q C Y Q/l/� , . jik .p _ I- i- hed ` - \ �p ��EXIST. ASPHAL'1'...���Qgq,VING «� _ �5 Q ec tiled and k30 S_illf El 0 r_l N the Verizon MaIntenanee W MOO pm to 6�00 am o \ for Mech. and 12:00 midnight 5:00 an far Elec.) .G- fJL�t.�) CJ�.� it, , 0 R \ E Q Refer to the Mechanical and Electrical apecifleatiae for J �_ " 2x4 PRESSURE TREATED C'2U5Hc7 ROCK SURFACING O a > IU CO additional information ad requirements. r� , WOOD SCREED a•, o m APPROX. LOCATION o XCM EXIST. 1" WATER LINE Ao , E IFIED ON CIVIL DWGS. �..1 Pe o FINISH GRADE NIGH RISK ACTIVITY WORK ' �,c'P V ' '��-' i. u - Z NEW PIPE BOLLARDS t O NEW ACOUSTIC-- �� • _ I ILal 9 g " -'0 Contractor shall submit a detailed written schedule • `�. II-U ♦ o 00 o High Risk ActivityMethod of Procedure Form ,,I,�,/� 11111re SCREEN WALL i .,.,.• O I-=1L for any mechanical (including HVAC controls) and •�T \ p RELOCATED NEW GEN. ;% ; , X .•Lt, m electrical power outages and cut avers for .•••• O .II=1I °° .o .• . approval by the Verizon Site Supervisor, FUEL TANK ' .,,..•i£:i:•;Yy: O 5-' Q Owner's Project Representative, and Architect. fn 1'1I STAKESRQ 36 O.C,D review aid RELOCATED YARD I . I1' ''Q' CO W 0 Submit the schedule a Mn. two weeks prior to start C\I HYDRANT :::,'•?;»i;'ry': MAX. • of any proposed high risk activity work. • .v'+ -♦ _ :...•• .. Work above telephone equipment, batteries, bus bars \ '� ::::: ?" ': .....". ' U) c d roofs work are considered High Risk Work, 'N( W, NEW CONDE ' .#3,:iyy:;;r •, UJ 6 \ g = ; . . ::>;;: ° '€<ti >:»>� WOOD SCREED DETAIL /;'(j� High Risk Activity Work shall bar performed in the O r ]L Varian Maintenance Window refer to Mach. / Elec. ' T •::. •:..: ::�:rri' \ Maint. Window 4 Cutover Notes on this sheet. Roofing :.7...•i work may be performed during normal working Mrs. III �\ ,/=►- •L.!► )( 1 N EXIST. 7EL. m CABLE DUCTS ,4O CO SCALE: 1 II-ON SCREED Me RELOCATE +a YARD S EDUI NG NOTE - M.O.P. O HID- • r ' CI •�n_� ! 0�� I O� shPrall to thei satwr ofo any work, the the Contractor the EXIST. BLDG. I. W ° shah submit a written description of the cork for th,e r O following week noting proposed work days and hours ° A (Method of Procedure Form) for approval by the O X EXIST. TEL. Q - - I \ • ' •• ►! S� at .t ',. O Velum Site Supervisor. � .. .... The General Contractor shall be responsible for O VAULT I '',►� r e '!' maintaining building security at all times. At the L ' ::::zu'`:;' Z0 to insurea safe, close up Qnd building fesconditiai. z ROCK SURFACING •r I- NEW CRUSHED } ?i:iYit:r X EXIST TEL. --� jilt* DRAWING INDEXCC WELDNG AND BRAZING NOTE CABLE DUCTS 1ST. CRU ED G Ne weldtnn a brazing work shall be performed inside the O O building. If welding or brazing work Is absolutely necessay, OGK SURF•GI ; ::::":::..: .•.•••..• ARCHITECTURAL „ General Contractor and/or Subcontractors shall coordinate l ••:^::tart ',}�r.T';'�••. iviiidiiiiiii" 20'-0" _ PLAN, ........ safety procedures, FM Hot Work Permits, scheduling, 1 """"""' "' a A-I SITE NOTES 1 DETAIL_ ... .•.•.•.•.•.•..•. ::•A� ;•:R : '> I ., t .,�,> s., sea... ler * wr.:::n..:::: A-2 FLOOR PLAN, DETAILS 4 SIGN AND DOOR SCHEDS. fire watches etc. with Owners Project Representative and EXIST. b' CHAIN LIN FENCE ° '`�`""`"":''' I\ 1► ° ;:i'i'r%i.;y;T;j;;• A-3 ELEVATIONS SECTION t DETAILS Architect. Obtain 'FM Hot Work Permit" for all weldingI ji /\::":ei ' ::: ............... h•:•,.►.Ir WI/ L1.1 t[� ,I �►.. sir"e_ .. :••..: ::•.. or brazing work from Architect. AN welding or brazingwork I-16,'Y ".,•;• shall conform to NFPA pamphlet SIB, Cutting and Welding X ,.. ® nD g.R.X .. ♦. X -- A-4 ELEVATIONS, SECTIONS / DETAILS ____ Spur Processes. 38.01' -- 89° 47' 26" W -- 148.42' STRUCTUAL ... S-I FOUNDATION PLAN, DETAILS 1 SCHEDULES SAW-CUTTING NOTE 110.01 EXIST. 5-2-FOOF FRAMING PLAN, DETAILS - ••.• ••• Y No over-cutting allowed. Hand chip corner to square comers up I r " SHED ............. ..... ......... ... ..... ...,.,......... S-3 DETAILS, S Rl1GTURAL NOTES J Sus ... .. ............ Verify exact rough opening dimensions and locating prior to ' " I LCIVIL O ............, .... ........... ... . .... . ... ... cutting. Patch and repair adjacent surfaces as required to 20th St. match existing adjacent conditions. N SITE PLAN S C-I -COVER SHEET / GENERAL NOTES CORE-DRILLING NOTE ,� a Z H C-2 DEMOLITION / T.E.S.C. PLAN CO General Contractor shall provide all core-drilling required forF< 'G/"Ai Et f N - 201�,OII C-3 CIVIL SITE DRAINAGE PLAN Anaeortes _ _ .7�.. 4. I L pp2 Q_ Mechanical and Electrical pipe and conduit. Coordinate exact U) i 34th St. locations with Mechanical and Electrical. Provide dust and water ~ _ MECHANICAL a P protection as req d. to protect telephone e nip. i O G M-I SYMIBOL LIST, NOTES 1 SCHEDULES 35th St. Q F I- IcODE INFORMATION XreflD M-2 MECH. DEMO PLAN, MEGH. PLAN CONTROLS & FIRE PROTECTION 36th St. •• ZFin Z BUILDING CONTROLS: EXIST. HOUSE ZONING: R2 3802-002-010-0006 38th St ' r rt O_ Building Controls shalt be supplied and installed by - CONSTRUCTION TYPE: V ELECTRICAL M �' BUILDING CONTOL SYSTEMS (206) 774-1680 Attention Mr. Jerry &eclanan BUILDING AREA: PARCEL NUMBER E-I SITE PLAN, DETAILS 4 SCHEDULES SITE / ' Longview Ave. 0 Refer to Mechanical Drawings and Specifications. EXIST. BLDG. = 1,306 S.F. E-2 LIGHTING PLAN, LIGHTING SCHEDULE 1: I FIRE PROTECTION ADDITION e P57859 E-3 PLAN ELECTRICAL, NOTES 1 DIAGRAMS _ ¢ •I ,, I,ig4 S.F. AU modifications to the exist fire protection system l P " " ' E-4 POWER RISER, GENERATOR DETAILS z O V shall be famed by - � � t " r TOTAL 2,500 S.F. Z a re ENGINEERED FIRE SYSTEMS (500) 660-3637 �} o-'A' OCCUPANCY: B "- 0 '' Z Q - Attention Mr. Chris Swan VICINITY MAP L o N CI II I LOT SIZE: 40 785 S.F. �� Jig SAFETY REGULATIONS I LOT COVERAGE: q,465 S.F. 9CALFa NO SCALE i General Contractor shall abide by all federal,state, ad local abgyencies safety regulations which• m mayof beoftod The General Gene al Contractoormance r shal the l work " provide handrails, elevators, tadders ell' and GTE W.O.# 2023-B01-7B001AA ISSUE maintain all safety pocedures for the duration of the project. x II CALIFORNIA IIHAWAII ra4 NORTHWEST SHEET NO. One GTE Rye, lSoulond Oaks, CA 91362 P.O. Box 2200, HonaSi, II 96141 P.O. Ike 1003, beret, Ilk 95205 Longview Avenue A o v Verizon Communications of 4 i SMOOTH CONC. CAP • n „ PROVIDE NEW PIPE BOLLARDS 514 GALV. PIPE - FILL 8 0 i 4 TYP. - SEE ' W/ CONCRETE - PAINT O w - 6 COLOR AS SELECTED 0 0 000 z RELOCATED DOOR * FRAME \ BY ARCHITECT 0 ztt 0 0 0 O ,gt • : < °, 3 SLOPE TO DRAIN 3X3XI/4" GALV. TUBE I/4" PER FT. SLOPE - MAX. b _— Y POST 2X4 CEDAR EACH NOTE: PROVIDE NO PARKING / -n it � SIDE OF POST2 • SIGN AS NOTED ON SITE PLAN --v N cn'r _ = _ _ _ * o EXAMPLE "NO PAWING" RELOCATED PR. 0 / m L-_ N.°.rc.a -a" , 2T-0° OF DOORS 23 -0' NEW ACOUSTIC SCREEN WALL = ` CONCRETE FOOTING , „ f T 4o e V L #4 REINF• . BARS HELD , 21'-0" y ® K ' SEE w I TO PIPE 11'-0„ BOLT 2X4 TO POST WITH VINYL SIDING OVER 15# BLDG. PAPER 14"0 F-- L N GEN. 4 FUEL TANK NOTE: (2) 3/8" M.B. 4 WASHERS EXIST. ASPHALT PAVING o VERIFY EXACT LOCATION AND SIZE ACOUSTIC SCREEN DOOR DTL. PIPE BOLLARD 7 ~ D AOF NEW ND CONDENSER TANANC GENERATOR V ' � $ 1 N ACOUSTIC SCREEN DR SCALE: 3/8" 11 O" BOLLARD 51 L W o[ I- T P fl C 0 SCALE: 3 0 1 -0 - NEW OUTSIDE AIR LOUVER I I I 0 ZZO RELOCATED ' . 8' • ' . 3,_ NEW CONC. SLAB ��� = r O APR OF DOORS, , y /I y "0 ��t�/ Z_ 2'-0"X5'-0" GALV. 1 a QI 1� HOL. METAL FRAME ?, RECESSED GRATE J EXIST. ASPHALT PAVING Co I� O. HOL. METAL DOOR r — — — - ' . • ® o d - CO E 3 "' ALUM. THRESHOLD •(� • • e, d NOTE: SAW CUT, REMOVE 4 PATCH EXIST. `LJ ASPHALT PAVING AS REQ'D. FOR NEW WORK = 0 Nv, I �� V.G.T. • ` _.. Mies/ ►vaa Ir o 00 W... —� NEW DOWNSPOUT INTO � � 0 7_ F - 1 : L REMOVEX J N + ' ,` 0 __ EXIST. ASPHALT AS g Y `a °— -- —„ NEW 800- - SEE NEW CABLE DUCT (_ NEW F.E. I REQ'D. P R NEW CONC. SLAB 10'-0" r . / ENTRY I RELOCATED DRY i • NEW ENSER UN NEW LAG BATTEN BUTT INTO PROVIDE NEW PIPE BOLLARD WITHI ►: - I_ L - LAIR MACHINE i. 4'-1I0" AND LONG. A 4'-10" NO PARKIN SIGN 2 TYP. - SEE 4O Q EXIST. BATTEN - SEE h I 7 =� I I I �. ►'' .;_. L.-_ NEW MECH . RM . . ° ' PROVIL3r•:WALL MOUNTED I= I CC _ 4, Of '' ° 'es,. b Om SUPER5!1�Rk):A SEE NOTEEW CONC. SLAB — I PROVIDE PEF�PIPE 4 COGO UIT I ,� A I_ REMOVE EK15T. SIDIN BLDG. PAPER O • < l4 w. N n I o' NEV$: : AME " -NEW CONC. VERIFY SI-EATHIN" AILING PER STRUC. OVER S : 0 •SA a I= INSTALL NEW G.W.B. THIS WALL • .. ® 2'-0"X5'-O" GALV. FLR. SLAB—� /� 0 NEN ALUM . TNRES�IOLD DET g SI /• RECESSED GRATE Z REMOVE EXIST. E CONC. SLAB �� a - — N 1 N ALUM THR A4 li I� NEW POST SEE NTOT. DOWNSPOUT o w • IN /•rla SCALE: 1 1/2 1 -0 a NEW P :•S'< FRAMING PLAN I v v a FRAMING''PEx�IiI I -- -- -- Q o • 1 — — — — — — — I r"rrri,""" . N. Q I ,:: ..• I IDS, .uuuu.uUu "u"� _ y a NEW 5" HORIZ. VINYL SIDING - -: ; - I I _ OVER 15# BUILDING PAPER e i o I I ELEC. PANELS SEE ELEC. I I REMOVE EXIST. CONDENSER EXIST. CONDENSER SCREEN WALL NEW F.E. O VIEW DOWNSPOUT INTO SEE MECH. I TO BE/ RE-FRAMED SEE STRUC. EN BOOT i SEE I PLYWOOD SHEATHING ? HEADER PER STRUC. OR SIZE w RELOCATE EX ST. I 4.��• _ > J EXIST, DRY-AIR MACHINE I I / RELOCATE EXIST. PA OF HOL. PER STRUC. NOTES rT (3) 2X WITH 1/2" PLYWD. SPACERS PAIR OF DOOf S �; :.: I TO BE RELOCATED 4.4 II I —"METAL DOORS TO A STIC WALL Z PROVIDE ALL VINYL SIDING " " " II _ -II _ J REMOVE EXIST. WALLS, DOOR 4 FRAME I : O r5/8 TYPE X G.W.B. OVER • - - 3- - x I FINISH TRIM AROUND DOOR • :.X:: . Ff6MA9Q,..MFACE`,.. .§.BERRr.........,,,_., , .1...... ........rii-m,..T....„ ,.:.+, ...,, ,,,,,,:......7 ::... ..,,,,�.,.,....,,,,__, ,,.... „.,:.. ,.. .... ` ALUM. FOILFACED KRAFT- -1 ...............:...................:...................................... ......... ........... ..:................ • FRAMES iniuraA ............... ..................... ......... ..... PAPER �ii SEALANTS = ••••••• I� U WRAP ALUM. FOILFACED �ii L - _ „ IS N . . . ..... ... . ....... ..... 20 GA. GALV. FLASHING KRAFTPAPER 6 INTO ROUGH L _ NEW POST SEE STRUC. _ APPROX. LOCATION OFF �� _ •••• ••• i\ - - WRAF E ST�llfl51$" �i)"l.@ = �, 0 OVER DOOR FRAMER CAP 7 3/4 OPENING - TYP. ALL SIDES DUST PARTITION """" - " PROVIDE MT. CORNER HEADS - 0- > (0 SIDING I" MIN. OVER FLASHING /� \ II _ I I _ HOL. METAL DOOR 4 FRAME �Y tii Z - EXIS Atrl DOOR HEAD JAM B SIM ACCE'•S ............... ... ......... ...... . III .......... ....... • WALL LEGEND SCALE: 1 1/2" = 11-0" DOOR 2 0 °p°- TI EXT /U R. TILK O F 7I AIR I NEW L. ER VERIFY EXACT W o L TILE T UTT NEW T TO T TO BE R ED I SIZE t LOCATION WITH MECH. EXISTING WALL 70 REMAIN SZ Y - - - HOL. METAL FRAME o r........tr ::::: .............................................. .................... < Q IX in W 11 N w PROVIDE NEW RAISED ACCESS'::�•�;�'�::ti {:::.:.::r.. :::.:.r....... :.: . ::::::::::::::::. ::::::.: ::::. :.r:::::.: ::. ::::::::, - - - EXISTING WALL TO BE REMOVED a o FLOOR SYSTEM A5 REQ'D. TO r• ii '• E •••• �L = �L { EXIST. TEL. EQUIP. ::'i•:.::: : : : ; ,•,•::•:.:.{•: : ::{ C G U 1 -4 HOL. METAL DOOR :.r::::.:::. [.::i:':'::: ?, '::F::::; .::: :::. ::::::::. ...:'r:...... :':::: : o PATCH ADJACENT SURFACES AS • 111111 FILL- N ANQ MATCH EX157 : •:••••.•••• •••r: : ::••�'( : ••:•'•::••:• :' '' " {:::: :::... :: , REQUIRED TO MATCH EXISTING N / NOTCH DOOR FRAME o Il_ I � I itiKS'M.V..'.•:'.V, NEW EXTERIOR WALL - NEW VINYL n I� V.G.T. EXISTING EQUIPMENT AREA I CO SIDING OVER 15# BLDG. PAPER OVER ' = o II I NEW V.G.T. OVER NEW CONC. SLAB I/2" PLYWOOD SHEATHING OVER 2X6 ' c ` • •••••::r. •"•••""•••••••••• ::::•"•"•.."•::^••••••••••^: .in" STUDS P 16" O.C. W/ 5/8" TYP. "X" G.W.B. ,` N EXIST. TEL. EQUIP. �':::: : ::: • ":::: .' • • • • OVER ALUM. FOILFACE KRAFTPAPER ON •"ni ` :','""�""J•"" :{: " ___ ...... .. ................................. .... ......... ... .... ..... . . ... . ... THE INTERIOR FACE I 4 o I :..........:.....::......... unnnnnunnuunnl NEW INTERIOR WALL - 5/8" TYPE "x" SLOPE SLAB I o �.. :• .; I NEW EQUIP . AREA G.W.B. EACH SIDE OF 2X6 STUDS TO THRESHOLD — I ° t., :. (10 P Ib" O.C. WITH SOUND BATt INSULATION =� I I e �•" ° ' ° Z � �• ►� THRESHOLD I/8" THICK 4 WAY o a EXIST. TEL. EQUIP. ::�::::!:::i::.... ::I: II MED. PATTERN SAFETY PLATE : :. :[' F N SN NOTES ►� •• 111 GALV. STEEL W/(5) #3 ANCHORS ':r' .. . :::.. .....:. ....... ....... ....... .. I. PAINT ALL NEW EXPOSED STEEL FRAMING, CHANNELS, WELDED TO THRESHOLD EXIST. RAISED I NEWCV.C.T. EXIST. CABL DUCT ENTRY ACC SS FLR. 99 ANGLE SUPPORTS, ETC. COLOR AS SELECTED BY SEE STRUC. I �-- REMOVE ENTIRE EXISTING:AL ,8 THE ARCHITECT. - HALL - PATCH ADJ. SURFACE r3'F: : ::::::::::::. : 2. AT ALL AREAS WHERE EXISTING EQUIP., PANELS, ETC. NEN T�IRES�IOLD DETAIL - 111 EXIST. TEL EQUIP. r •% ""' .. ....... . . .. . . ARE REMOVED OF NEW WORK IS PERFORMED, PATCH "' FLAT THRHOLD r::::,::..•...... ......... .............. ......... ..... . AND PAINT TO MATCH EXIST. ADJACENT SURFACES. SCALE: 1 1/2" . 11-0" EXIST. LAG BATTEN """' ' " crud 3. r NEW LAG GATT N BUTT INTONEW FACTORY FINISH ITEMS, CONDUIT AND DUCTWORK IEXIST. BATTENI- SEE O EXIST. BATTERIES EXIST. BATTERIIES ) 4ROOFOKN - ARE NOT 70 8E PAINTED. L_L .J L — _ — — _ J _ I I -- 1 can SIGN SCHEDULE NOTES T �.�4. PAINT ALL NEW STRUT SYSTEMS (UNISTRUT, SUPERSTRUT, I. Specialty signs at to be 14"x10" ABS plastic per specifications. ETC.) USED ON EXTERIOR FOR MECH. AND ELEC. ITEMS. s go o ccr °a •, • Co 2.AII signs scheduled and specified are based on rainbow signs, EXIST. DOWNSPOUT �\ NEW EXH. FAN • o e NEW "• NSPOPJT INTO- _� e Z min j EXIST. CRUSHED ROCK SURFACING a SEE MECH. ".�° I NEW •• - SEE I c • ' ' o -ROOF LINE O 5. ALL NEW DUCTWORK AND PIPE WALL/CEILING DENETMATIOAS SIGN SCHEDULE L_ INTO EXIST. BOOT m > , g NEW CRUSHED ROCAC e o •Jocg-SHALL BE SEALED AND FINISHED AS REQUIRED TO MAINTAIN H THE FIRE RATING a - o o cgs oa o • o& Q 6. PREPARE EXISTING SOFFITS AND FASCIA BOARDS AS KEY LEGEND CATALOG No. EXIST. DOWNSPOUT /PROVIDE NEW HOOD SCREED EDGE V Z REQUIRED AND PAINT TO MATCH NEW SOFFITS AND FASCIA INTO EXIST. BOOT FOR ALL NEW CRUSHED ROCK BOARDS. CLEAN AND PAINT EXISTING EXERTIOR DOORS, C" DANGER/NO SMOKING 04NE261 (14" x 10") SEE — nl DOOR FRAMES, AND LOUVERS. 2C2 NOT AN EXIT 08NE503 44'-O" 20'-0" 2 f'b 1. CONTRACTOR SHALL STRIP WAX OFF EXIST. V.C.T. y CONTRACTOR SHALL MOP AND WAX BOTH THE EXISTING ® FIRE EXTINGUISHER 08NE503 EXIST. BUILDING NEW ADDITION Q ZAND NEW V.G.T. AT THE COMPLETION OF WORK EXIT 08NE502 VAPOR AND SHIELDING BARRIER: A S i 8. NEW FRAME AREA * EQUIPMENT AREA - PROVIDE NEW 4" EQUIPMENT ROOM - INSTALL THE SPECIFIED ALUMINUM FOIL FACED A3 Z Z RUBBER BASE AT ALL NEW WALLS, NEW V.C.T. FLOORING TO KRAFT PAPER ON THE INTERIOR FACE OF STUDS ON ALL NEW WALLS MATCH EXIST. ADJACENT, PAINT ALL NEW WALLS 4 CEILING. OF THI5 ROOM. REFER TO SPECIFICATIONS, SECTION o6200. FLOOR PLANL o o s NEW MECH. ROOM - PROVIDE NEW 4" RUBBER BASE ALL NEW SCALE: 1/4" Is11�,011 WALLS, PAINT ALL WALLS AND CEILING. PAINT NEW CONC. INSULATION NOTE: • NORTH > m .. FLOOR SLAB. NEW EQUIP. AND FRAME AREA - INSULATION IN THE NEW EXTERIOR - DOOR SCHEDULE WALLS SHALL BE KRAFT FACED INSULATION. THE ALUMINUM FOIL GTE W.0.# 2023-B01-7B001AA ISSUE FACED KRAFT PAPER WILL SERVE AS THE VAPOR BARRIER. NEW MECH %ANICAL ROOM - INSULATION IN THE NEW EXTERIOR II CALIFORNIA HAWAII NORTHWEST SHEET NO. DR. LOCATION SIZE E DETAILS WALLS SHALL BE ALUMINUM FOIL FACED. One ME 1 d CA 9136'2 P.O. HOlgtl�l, HI9 1 P.O. B3X 1003, Set NA 98206 FRAM No. OUTSIDE INSIDE WIDTH HEIGTN DEPTH HEAD JAMB SILL TYPE REMARKS _ NEW EQUIPMENT AREA 5'-0" 9'-0" 7 3/4" 2/A2 2/A2 SIM 1/A2 * PAIR OF DOORS NEN WALL MOUNTED SUPERSTRUT: A PROVIDE (3) 10 FOOT LONG SUPERSTRUTS, CENTERED ON THE FLOOR voltam slaw 2 EXTERIOR 1 EXTERIOR iFRAME AREA 5'-0" 9'-0" 2/A2 2/A2 SIM I/A2 II DOOR CABLE DUCT ENTRY HOLES AS SHOWN ON THE BUILDING SECTION. Ve rizo n Communications 4 SECURE TO WALL WITH 5/8"m LAG SCREWS 24" O.C. TO 2X BLOCKING. 3 EXTERIOR NEW MECHANICAL ROOM 6'-0" T-0" 7 3/4" 2/A2 2/A2 SIM 3/A2 * PAIR OF DOORS SUPERSTRUT SHALL BE A1200HS WITH GOLD IRIDATE FINISH.4 EXTERIOR NEW CONDENSER AREA b'-6" 7'-0" 5/A2 5/A2 SIM * RELOCATED DOOR 1 W U E, 12 � ? 1 " 13 PLYWOOD SHEATHING PER NEW CLEAR CEDAR 1 w " 3 PREFAB. ROOF TRUSSES @ 24 O.G. STRUC. NOTES NEW 24 GA. GALV. PRE-FINISHED METAL a \_ & x W/ 2X6 TOP 4 BOTTOM CHORDS ' \ 6 ATTIC VENTS ROOFING OVER 30* BUILDING PAPER A4 _ V` SEE STRUC / R�8 KRAFT AS © 12 �! 1^^^ � Y Vc FACE, INSU A4 —I ; NA <n TOP OF PLATE �� ' 3I O O —+�1_ ::alC�'r�ri0rddddPOpdrr • rr1 • • :19191i94117i9!4!19,1 1r0i'"ririririr 494!1ri1L�iQ. II_ • «�� �I = NEB PRE -FINI3NE GUTTER 4 5/6"• TYPE "X" G.W.B. CEILING OVER-•_� I PVc. pOHNSPAJ7 2 ALU FOIL FACED KRAFTPAPER �O- 'ATE • -n a —- ' , . NEW LAG BATTEN (PAINTED)• 4 � ;• (I A3 \ NFW el. -FINISHF GI ITTFR t _ -.- �'�^ � ' nr_1. , - _ `�+ o 0 ,�� ,5/0" TYPE "X" G,W,B. OVER ALUM. FOIL ; 1-2• PVC DOWNSPOUT LLJ I- FACED KRAFT-PAPER TYP. ALL. WALLS • • u) I� 1--- I 5 O ' -•---PROVIDE ALL VINYL SIDING CORNER " — NEW 5" NORIZ. VINYL SIDING • _ NEW 5" HORIZ. VINYL SIDING = ig • R-lq KRAFT-FACED B•TT INSUL. - A3) , - ND FINISH TRIM AS REQ'D. FOR ALL OVER 15# BUILDING PAPER ■n ` • c ■ ` 1 1- NEW VINYL SIDING - TTP. TYP. ALL EXTERIOR W^LL • o — � I �` FIN. I% ' ' • • /- NEW RUBBER BASE •- TYP. ET FLOOR a i. . . . �. . , a �a, /. o , ... . .o �.. b .. o A NEW BOOT - SE ei- 4NEW BOOTSP SEE IN 10 S CO NEW DOWNSPOUT INTO die ofil NEW FOOTING DRAIN 71E II NEW 5" CONC. SLABi - FIN. FLOOR LINE Y I' AN. 49���9 K Z a INTO EXIST. FOOTING DRAIN r_ i SEE STRUC. n/I k - . ;. ,• ' _ s •.,.• r .. . , r•. S7 1= ' r-.� — r- �- ,Tj� I� SYSTEM •-01. n-nH .+.. �a ° co wag O mt EQUIP. ROOM ADDITION SECTION NEW FOOTING S^ f� = fl SCALE: 1/4IE 1I, OII BLDG SECT A EAST ELE1/ATION SCALE: 1/4 1 0 CO 2 CD Ce nand NEW 5" HORIZ, VINYL SIDING O *Will ��' I OVER 15# BUILDING PAPER DUCTWORK OVER PLYWOOD SHEATHING SEE MECH. J 'I HEADER PER STRUC. ® REMOVE IXIS7. METAL ROOFING n n PROVIDE SEALANT PROVIDEVINYLSIDING ANDPROVIDE NEWSTANDING NGALV.EW CLEAR CEDAR ATTIC VENT (24 X24 ) W/ 4 0AROUND ENTIRE al FINISH TRIM AROUND SEAM ROOFING SIDING INSECT SCREEN - PAINT 70 MATCH 0 0 FRAME EACH SIDE LOUVER FRAME TYP. I OF FRAME li I IXIS�. ROOF LIVE HcYON� - F EMOVE 12 NEW ALUM. LOUVER EXIST . METAL 200E NG /v RE�t'D. ROR 3 • 091 -NEW 24 "A. GALV. PRE METAL PROVIDE BIRD IN VERIFY EXACT ROUGH RO®FING OVER 300 Mil DING PAPER I NEW STANDING SEAM ROOFING ���ri, NEP PR: FIN. TT-ER 8 I�ii REMOVE EXIST•. ATTIC VENTS ■• SPOUT SCREEN OPENING REQ D. W/ MANUF. �2 _ Oi a WRITTEN ALU �7CP OF PLA f E A4 " C = _ E = _ _ _ _LE O _� MATCH EXIST. RE OVE EXIST. SCREEN WAL_ FOR �I_ EXTRUDED ALUM. SILL NE4 WA4L FRAMING 3 F NISHES SHEET• METAL COLLAR NEW 5 # BUILDING ING SIDING Z (-' ������re���r=������■ �-� OVER I5>k }3UILUlNG PAPER --� SEE MECH. I!�II. __. `�- �A NEN INTAKE AIR LOUVER VERIFY / Ez NEW LOUVER DTL. / " VERIFY SIZE 4 LOCATION WITH MECH. PROVIDE ALL VII L SI IN'a ORNE� ��\ 0m - ?ALI. P 2, N L. NEW 5 HO IR Z. VINYL SIDING II ' NEW ACOUSTIC SCREEN WALL AND FINISH TRINAS EQ'U. OR k-L m SCALE: 1 1/2" m �1—Op LOUVER DOOR OVER 15# �UILDINC, PAPL=f� II - - AROUND NEW GONpENStR AREAjA3 NEW VIP' L SIDIt s/TYP. \ zNur SNvwN tvx GLAKI I r f - O o _ Fr i i =� _ RELOCATED o Q _ REM VE EXIS7�GC�UStiC I I� - - - - ' - - - - �I NEW P . HOL. MIL. COORS } NEW MINNSP l - T4 HOLD INSUL. BACK @ EACH VENT - TO NEW B LO II I II II - MIL. DOORS ` \ \ / m m W/ WATER RESISTANT RIGID I 11 II- - - - - -II- - - - - -II IffA3 O a BAFFLE ANCHORS @EACH END FIN. LR. INE n II- - - - - -IF- - - - - -II 0 SEE STRUC. - 2 CLEAR wi■■r==` MAT :. .. GALV. INSECT SCREEN T .' Q ( O p 0 ]L i ]L 11 i V 1 (4) 2'0 ALUM. LOUVERED SCREENED VENTS - - - / ��isci11 -i'�'l "�� `f@ 4" O.G. CENTERED IN EVERY JOIST SPACE _ +- ri- L. R-38 BATT INSUL. ar li iS4. j _ �r ..,, PLYWOOD SHEATHING J� T NEW FOOTING J W/ KRAFTPAPER !.--_..._........_..,....__.._....�._, ii ---- -4---... ...... PER STRUC NOTES DOWEL NEW FOUNDATION TO EXIST. EXIST. FOOTING--• NEW DOWNSPOUT INTO liars '' 1 ^ -Tni a. NEW FOOTING FOUNDATION - SEE STRUC FND. PLAN NEW BOOT SEE Q OVER ALUM. FOIL FACED LING =' I A3 NoRT� ELEVATION KRAFTPAPER ►� I 2X8 D.F. • 5/6" TYPE "X" G.W.B. OVER ALUM. '� I \ SEE q SCALE: I/4" = ,I,�OII FOIL FACED KRAFTPAPER I CD SHEATHING PER STRUCTUAL NOTES "� 2 -8" VERIFY OVER 5/8" TYPE "X" G.W.B. SHEATHING '� Et %la '-•.--•-SIDING AS NOTED ON EXTERIOR ELEVATIONS 2 LAYERS OF 3/4° PLYND. ANCHOR VENT DETAIL FIRST LAYER VI/NAILS 4 GLUE . /,, PAINT TO MATCH EXIST. ADJ. X/ SCALE: in a II�'On VENTDTL MATCH EXIST. ADJ. NOTE: ' DOWNSPOUT SEE DTL. ILI LAG BATTEN HEIGHT �� PAINT TO MATCH ►'_1411 1IIII ADJ. WALLS II GROUT SOLID R-I9 BATT INSUL. W/ KRAFT PAPER ANCHOR SECOND LAYER ' 1?� P.V.C. BOOT W/ CLEAN OUT 5/8" TYPE "X" G.W.B. OVER ALUM. 1/2" PLYWOOD SHEATHING PER STRUC. OF PLYWD. N/GLUE 4 #IOx4n 41-1 TYPICAL INNEN FOIL KRAFTPAPER NOTES OVER 2X6 STUDS @ 16" O.C. ?��� - s WD. SCREWS W/FIN. WASHERS fill' b4" RUBBER BASE `I ` i. STAGGERED @ 32 o.c. INTO re , .• FINISH GRADE �'��� I I NEW b"m P.V.G. DRAIN [ � Fes'"-�SIDING AS SCHEDULED EXIST. 2X6 STUDS '� _ DOWELS - SEE STRUC. a� 3"0 P.V.C. CONTINUOUS PAINTED �' I I I I I— PRES. TREATED PLATE - SEE STRUC. FILL ALL VOIDS IN PLYWD. ►-.�� 17 I I I- LINE - SEE CIVIL J RESILIENT FLOOR TILE DOWNSPOUT WITH NO JOINTS .� CONC. SLAB PER s 1 .EI '. J CONC. FOUNDATION WALL - SEE STRUC. EDGES FOR A SMOOTH FINISH 16 GA. GALV. METAL �� S H STRAP OVER BRACKET 16 GA. GALV. METAL BRACKET FND. PLAN LAG BATTEN DETAIL 4 DOWNSPOUT 3 PER DOWNSPOUT Z 6 ." `^,R .,v: t.. . . , FIN. GRADE allill �II� ��• �• o • d �; N4:z 4 . d SCALE: 1p II..(�II LAG BATTEN D F- r • • -••� k IhJ- CRYSTALLINE WATERP'OOFING TYPICAL Q 0 ' o :gp o -Le . : bil A E Il- FOR ALL FOOTING 4 F D. WALLS • : � E. SYNTHETIC FILTER FAI:RIC ENVELOPE i• DOWNSPOUT/BOOT DETAIL o z � �' DOWNSPOUT BRACKET DTL. 0 Z • ' d E PLYWOOD SHEATHING I SCALE: N.T.S. 1" I q BOOTDTL J O I R-10 RIGID INSUL. BRACKET SCALE: ml —0 N o - ► T� NOTE: PER STRUC. NOTES _ DOWELS PER STRUC. NOTES 6 ° v. ` \ TIE NEW FOOTING 1 w DRAIN INTO NEW 5" HORIZ. VINYL SIDING co a : : 1°'•: .: . . \ EXIST. FOOTING OVER 15# BUILDING PAPER CONC. FOOTING - SEE STRUC.-----",.... • a 4 , DRAIN 1`�� GTE W.O.# 2023-B01-7B001AA ISSUE B. 6" 5" 4" PREFORATED RIGID P.V.C. FOOTING DRAIN W/ 2% SLOPE PER FOOT IN PROVIDE ALL VINYL �'�� p. . SHEET NO. 1 -4 3/8 ' TO 5/8 WASHED GRAVEL POCKET SIDING FINISH TRIM CALIFORNIA HAWAII ' NORTHWEST '• One GTE Plate, Thousand Oaks, CA 913362 PA Box 2201, Honold% It 96841 PA Box 1003, Everett, VA 98206 NOTE: THE POLY. VAPOR�� FOOT I NC DETAIL I5A70 BE LAPPED 12"CONC.TYPICALSLABS 3 BOTTOM EDGE A Ez33 l �/ SCALE: In = IE_ON FTGDTL SCALE: 1 I/2u = II-„OII BOTTOM TRIM \.......17°...° ' ' " Verizon Communications v�i OF 4 z zr . REMOVE EXIST. STANDING SEAM MTL. ROOFING BACK TO THE FIRST FULL ROOFING PANEL - INSTALL NEW gli a i ' p STANDING SEAM MTL. ROOFING 4 BLDG. PAPER & a NEW 24 GA. GALV. F RE-FNISHED METAL vl c 6 PREFAB. ROOFTRUSSES " ROOFING OVER 30# &UILDING P•PER ® -- F @ 24 O.G. E'(IST. METAL ROOF 1- 5/8" PLYWOOD SHEATHING-- W/ 2X6 TOP 4 BOTTOM CHORDS \, PER STRUC. NOTES 12 5/8" TYPE "X" G.W.B. CEILING OVER I Q NEW PRE-FINI5HE GUTTER d` 6 3F— r ALUM. FOIL FACED KRAFTPAPER EXIST. GUTTER� A4 PVC. DOI�NSPGU7 \� (o A3 5/8" TYPE "X" G.W.B. OVER ALUM. FOIL 9 A338 KRAFT \ ailltop FACED KRAFT-PAPER TYP. ALL WALLS I I FACED INSUL. TOP OF PLATE I PROVIDE ALL VINYL SIDING CORNER- �-„ If' C•-1 //'11tvn \ \ AND FINfSHTRIM AS REQ'D. FOR ALLr St ' LAG BATTEN (PAINTED) NEW AIR INTAKE•LOUVERiit�I DOWNSPOUT NEW VINYL SIDING - TYr'. (U VERIFY SIZE 4 LOCATION . \ WITH MEGH - REMOVE EXISTING CEDAR SIDING 4 REPLACE WITH 4 >r `NE WALLY IOUN-ED • _ NEW VINYL SIDING OVER NEW 15# BUILDING PAPER ---co y I -NEW 5" HORIZ. VINYL SIDING ��•U T� • /• J_ OVER 15# BUILDING PAPER - _ I IV07E ON SHTl A-2iNt EXIST. BUILDING LINE NEW DOWNSPOUT INTO V OD a EXIST. — I ~ Q. v DOWNSPOUT q9 NtW BOOT - SEE Of •o . / RELOCATED \/ / �EW HOC. MT\. \ o a T A3 Q Z 1--iviN \ DOOR 4 FRAME / DOOR 1 FRAME > - _ = p M L i R-l9 ED GATT INSUL. - •. ; ' , /i f O KRA 7-FACED = p ix o "" RUBBAR TYP. ALL EXTERIOR WALL , . • \�/_ '/ Z d in BASE FIN. L �/ m 6 Ono U a • _ FLOOR p� a I - • EXIST. FOOTING DOWEL NEW FOUNDATION TO EXIST.0 NEW FOOTING CO 3 N NEW 5" GONG. SLAB - FOUNDATION - SEE FND. PLAN 5H7. A-4 O* LO_ GRADE BEAM SEE STRUC. SEE STRUC. O EXISTING BUILDING / NEW ADDITION 4 Y Rd d N___---NEW FOOTING DRAIN TIE K rM INTO EXIST. FOOTING DRAIN '� X SYSTEM e 3 a FRAME t MEC-1 . ADDITION SOUTH ELEVATION 0 A SCALE: 1/4" = 11-011 0 SCALE: 1/^TII °a 11-0" BLDG SECT B NOTE: PROVIDE 4" P.V.C. CABLE DUCT SPECIFICATION / �FINISH GRADE ALL TELEPHONE CABLE DUCTS / SHALL BE FACTORY BENT. (NO NO. 8342 MANUF. BY CARLON APPROVED E.B. FIELD BENDING ALLOWED). CABLE FOR UNDERGROUND INSTALLATION - PROVIDE (4-;1-4-9 NOTE: DUCTS ARE AVAILABLE FROM SPACERS AS REQ. TO KEEP PIPE ALIGNED 4 0 ALL NEW TELEPHONE CABLE DUCTS SHALL - KARADEN SALES (395-4344) GAP EACH END A4 0 ao EXIST. CLEAR CEDAR BE FACTORY BENT (NO FIELD BENDING ? ' '! � ATTIC VENTS i TELEPHONE CABLE DUCTS ARE CAULK BEAD AROUND ALLOWED) CABLE DUCTS ARE AVAILABLE N E TO ENTER BUILDING AT A PLUMPIA 3 �� SEW 24 GA. GA.V. PRE-F NISH ED METAL '�- �'� FROM KARADEN SALES (395-4344) 4 TRUE 10' VERTICAL ANGLE A4 I ROOF'NG OVER 30# BUILD NG PAPER 4" TO THE FLOOR SLAB r P.V.C. DUCT Feist FAVF RARGE (/� N` P.V.C. CABLE DUCT SPEC. NO. 8342 MANUF. HY GARCON �� Ei NEW PRE-FINI ED GUTTER 4 �/� BOARD �'`� 0 •• _ �I 7-CONC. SLAB / ' I 0 • e �� APPROVED E.B. FOR UNDERGROUND FINISH FLOOR j ,�� — f / / PVC DOWVSPOU7 _ _ _ _ 1 Fxl�t RFt1FF AIg� n1IyFR M LI 1= O 0 INSTALLATION PROVIDE SPACERS A5 REQ'D TO KEEP PIPE ALIGNED - 11-��.. _ r •'b. " NEW ACOUSTIC SCREEN WALL d I 11 ti =I ,.' rA o LEAN CONC.-PROVIDE 4" MIN. WITH VINYL SIDING II z =I - • O /�'1 0 i NOTE: COVERAGE OF P.V.C. TEL. DUCTS ��;JJ N 4" P.V.C. TEL. DUCTS SHALL BE -� ,4"m P.V.G. CABLE DUCT 1 Lai 1 IILIEFAIRLOUVER _� 9 ' 2 co RESTRICTED TO 4' 0" MIN. RADIUS II "' EXIST. �pS7 4 DOWNSPOUT g -b k " lil I TO BE REMOVED REMOVE EXIST. CEDAR SIDING d INSTALL NEW NEW GRADE BEAM NEW 5 HORIZ. VINYL SIEPII G IIVINYL SIDING OVER NEW 15# BLDG. PAPER- \ G _I I — PROVIDE 4" MIN. LEAN CONC. COVER 1/ SEE DTL. — / OVER 15# BUILDING PAPFI II '`. Z " „ AROUND P.V.G. TELEPHONE DUCTS 118 / 8 i RELOCA ED PIN III I II - EXIST. - �� } 4" P.V.C. CABLE DUCT SPECIFICATION 9' DOORS FRAM? III I II DOWNSPOUT m NO. 8342 MANUF. BY CARLON APPROVED NEW DOWNSPOUT INTO ® ' r 2 -8 E.B. FOR UNDERGROUND INSTALLATION r 4"0 P.V.C. TEL, DUCTS TO _ NEW BOOT - SEE III 1 II 0 TOE 1ST ^q• m p PROVIDE SPACERS AS REQ'D. TO KEEP lor HAVE 5'-0" MIN. RADIUS 1111 11 FOUNDATION - SEE STRUC FND. PLAN yj O• O W PIPE ALIGNED. p I _ - n n n n n n n !1 H a r m C Q00 < to _ 0 a TEL. CABLE DUCT DETAIL CABLE ENTRY a� I I III I I I I I I I I I I I ► I I I I U Y II 'I II II ' I —:' EXIST. FOOT G SCALE: 3/4" 11-0" CABLE SCALE: 3/811 a 11_OII CABLE ENTRY /� SPREAD FOOTING - TM --hi- Al- —}{- I I �' � — -1� —, I I 1 , I I I I I 1 , I ( I I I I I I I I I , r — A4/) SEE STRUC. II L - - 1 11 II II II II II 11 11 II 11 II II - -I CONC. GRADE BEAM O ER I I I SPREAD FOOTING L ��-� -� -e EXIST. TEL CABLE NOTE: CABLE DUCTS SEE ST UC. * - NOTE E STRUC. _ — J DUCT ENTD ALL EXTERIOR METAL SHALL BE 24 GA. GALV. GABLE, PRE-FINISHED GALV. AS SPEC. " — — — SEALANT NEW TELEPHONE ABLE SACK FINISH ALL EXPOSED (n VERIFY REQ'D. CLEARANCE „ NEW DIAMOND PLATE COVER STARTER 30# BUILDINGDUCTS ENCASED N GONG. PAPER A47 VERT. CONIC. SURFACES ' WITH MECH. 4 ELEC. PRIOR 3 -0 CLR. MN (3'-0" MAX. LONG SECTIONS) - PROVIDE PLY-WOOD SHEATHING NEW ADDITION EXISTING BUILDING TO INSTALLATION I" LIFTING HOLES 4" FROM EACH END .C. WEST - I c �' CONDENSER PIPING 4 Oa BOLT COVER PLATE TO CHANNELS �\ �X o"0� LOOKERS @ W E S I ELEVATION CONDUIT - SEE MECH. __ 2.- WITH 1/4" BOLTS AT 24" O,C. 2X8 DF FASTENERS PER MANUF. II 1 II CONT. C 6X8.2 - ANCHOR TO WRITTEN INSTR. SCALE: 1/4 0: 1 -0 CONC. SLAB CONC. SLAB W/ 3/8" EXP. BOLTS BARGE BOARD 000• O 00 AS SPECIFIED AT 24" O.C. MAX. GABLE DETAIL II 1 " GABLE GALV. STRUT BRACKETS SEE MECH. SCALE: 1 1/2 a 1 "Q STANDING SEAM " GEN. CONTRACTOR SHALL PAINT WHERE PAINT COVER PLATE 4 FASTENER @ 12 O.G. 4 SEALANT HAS BEEN CUT TO PREVENT RUST CHANNELS SAFETY YELLOW LINE OF PAN PIPE COVER DETAIL 2X CEDAR BLOCKING BEHIND INFILL BETWEEN CEDAR STRINGERSJOGGLE CLEAT PLYWOOD AT 2'-0" O.C. MAX. WITH 2 LAYERS 3/4" EXT. GRADE PLYWD. 30# BLD'G PAPER 0.11------- ....bL .__WELD 1/4" PLATE 3X6 CEDAR TOP - GAP BEVEL EDGES GUTTER STRAP PROVIDE END CAPS RIDGE COVER, 24 GA. CO C J SCALE: 1 1/2" = 11-'0" PIPE COVER POST CAP PAINT TO MATCH SIDING - TYP. ROOF SHEATHING ` FASTENERS PER PRE-FINISHED 4��` _ MANUF. INSTR., TYP. "C" CLOSURE 111, PROVIDE I" HIDE ALUM TRIM AT EACH IR ` STANDING SEAM 30# BLD'G PAPER Z Z BLOCKING AND @ T 4 B EDGE OF MESH 1 2�4 EA.AR II II O PROVIDE ALUM. SQ. MESH WIRE 2X4 CEDAR EA. II S- NGER II , 4 • ENDSD. GALV. GUTTER CLOTH - 3 MESH .120" HIRE SIDE OF GALV. I I 4 ARE FINISHED LINE OF PAN I— SEALANT BOTH SHEATHING LINE n TUBE POST - II II 2X8 D.F. AS SPECIFIED SIDES - TYP. FASTENERS PER MANUF. 0 2 FIBERGLASS INSUL. WRAPPED I I IN ACOUSTIC TRASPARENT TEDLAR BOLT TOGETHER o INSTR. AT EACH ROOFING PAN _CC 0 . 2X4 CEDAR EACH W/ 3/8" M.H. 4 II I II GUTTER DETAIL RIDGE DETAIL o z Q . SIDE OF POST WASHERS J 2 II I 51# LDG IP P RRER p a 1.r n GUtDEt SCALE: 1 1/2" = 11-'011 RIDGE tv Q O .g - . r . D - - - �"-•- -• '- - SCALE: 1 1/2 1 0 $ - _ 3X3XI/4" GALV. /'� CC I (NEES L _ -NS T 8'UO'E O.C.O MAX. II 2 4 CEDAR II �} }� m 2 . NN: 1 I I /tom RIMER �I I� FIN. GRADE _ . ,. • •-,.y- 1 . .- • • •• GTE W.0.# 2023-B01-7B001AA ISSUE BOLT 2X4 TO POST WITH 2 LAYERS 3/4" EXT. SLOPE TOP OF y H J c E 11T-Ti it gir f r GRADE PLYWOODNEW CONC. SLAB �nI �=I I1-T (2) 3/8" M.B. 4 WASHERS FOOTING TO DRAI _ _ =�=III=ICI= CALIFORNIA HAWAII %/ NORTHWEST SHEET N . 2X BLOCKING @ 24" O.C, TYP. 111=111=T 3X3XI/4" GALV. TUBE POST nr\ BOTTOM OF THICKENED SLAB EDGE One GIE Place, Thousand Oaks, CA 91362 PA lox MOO, Ibnlolulu► HI 96041 PA lox NO% Everett, VA 90206 VINYL SIDING OVER 15# BLDG. PAPER a . Q ACOUSTIC SCREEN POST5 0 ACOUSTIC FENCE DETAIL SCALE: 3" a 11-0" ACOUSTIC SCREEN POST CID SCALE:sio 11--�}II ACOUSTIC FENCE Verizon Communications of — nn Mina „ . ,,..,, .. ... . , ._._ a,.. ....... .... ... .... .. ..M SP IA & a . 2'-O° RY-WELD IS-W-A GALV. .t a STEEL GRATE . .�\1 WAS S'9,, '' I I/8"xI I/8"x 1/8" GALV. STEEL I" CHAMFERED - NEW 4" CONC. SLAB WITH #4 AT 12" O.C. q ��, F : /!/,�,0�,l�. AN LE FRAME FOR GRATE EDGE - TYP. EACH WAY - PROVIDE BROOM FINISH yT } `� o r 111�i�I1l�1�l1 REMOVE EXIST. WALL --1-L �r-rl- 4 • p FIN. GRADE v CONCRETE SLAB �� SAW-CUT 4 REMOVE EXIST. a . 'r .. .o I I- I I III-I I GRIND SMOOTH 6. ` I T_�-I 11= 1 n 1 n _ r... ,t I I WITH FLOOR SLAB •.• •O 4-• • v .�J . '. o. ,.... ••` WELD GALV. STEEL r I-�'( 7�_� " " f 'ch. rjET- C�`so NV e., . .�' I ;� ?, '.b ' ANCHORS @ 12" O.C.-TYP. —1 I —I I 1 I Lr,-,' CRU ED MINUS I I I 1 2�Y,`SIONt1:LaG as -T= 1- EXIST. RAISED ACCESS 15 CONC. SLAB PER FND PLAN REMOVE EXIST. WALLr I CONT. TOP ! 807. �II I PROVIDE 1" P.V.C. DRAIN 1 -t I 1 " ' SAW-CUT 8 REMOVE EXIST. LINE TO A 2'X2'X2' WASHED - FLOOR SYSTEM 14_ I EXPIRES .� - zI `t___ II- I WITH CONC. WALL FLUSH GRAVEL WELL NOTE: SLOPE SLAB AWAY FROM • GRIND SMOOTH I, N WITH CONG. SLAB _ . AS REQ'D. •1u • B. n iI 4. • ;Z- : .•: ' 'CONC. SLAB PER FND PLAN N BLDG. AT i/8 /fT, TO DRAIN TBHTEIL 0 IC. SLAB DETAIL _ Of GP -- _ 1 SCALE 0" GRATE E: 3/4" = II-0" THKSLAB U NEW EPDXY #4XI8" DOWEL LU e• °E' •r ; ! • ''=' 6" INTO EXIST. FOUND. WALL n •gin-Ir=:u� ��_ n ._.. i1=11 Ilalh " °° il'-0' f- 16 -0 � AT IS O.G. EXIST. CONG. SLAB 11- t in -,:w F NEW EPDXY #4X24" DOWEL 4" GONC. SLAB W/ 6X6 WI.AXW1.4 W.W.F. Cl� �— EXIST. CONC. FND. N EXIST. FOUNDATION J4 6" INTO EXIST. CONC. �� ••� I G AND FOOTING = FLOOR AT 18" O.C, �G7R'b. IN SLAB - BROOM FINISH 0N,� 64 I 1a1 ® EXIST. CONC. SLAB • �-%- "-' ' kECE55 SLAB FOR 2' X 5'• 1 Q 0 Z *3 2'X2'XIO" SPREAD FTC. 031 GRATE SEE ( pp = 0 WITH (3)#4 EA. WAY • \ \ / / ��`.\ Vn O NEW TEE. CABLE DUCT / \ \\OIV n Z • c SLAB ENTRY SEE ARCH. T3 T3' - T3 NEW SLAG C� RAISED FLR. -••� } NEW/EXIST. SLAB DETAIL • T3 I - — — —I — — — — — — — — � 73 8 " J RtG�D C .-- — • -� _ _}. _ �. jr-T3 1" = 1 0 SLAB @RAISED FLR _� SCALE: 1" 'a: 1'-0" NEW-EXIST SLAB — I J • _ , 2 • •' --BLOCK'STEMWACL • hi WWC5(41. ♦ . —, Golf FOR' DOOR • • : I• I , 0 J — — r • • 51 FRAr7ED oRENINbi • • • w ♦ [ — — — I NEW 5"•'CO/NC.°SLAB WITH • FOR•HAUL LOWER Y #3 @'12 O,G, d ik3 �+ i$"• O.C.. • • • " I. I ..� - TIE NEW 4" PERFORATED RIGID P.V.G. FOOTING DRAIN Q D _ —i ' ' CENTERED IN•SCAB ' . KEYED KOLD JOINT - ;TYF TO EXISTING DRAIN - PROVIDE 2% SLOPE IN 3/8" 70 ® Q 5/8" WASHED GRAVEL POCKET NEW EPDXY #4X30" DOWEL �—r REMOVE EXIST. SIDING 8 BLDG. ♦ _ ' I 4" CONG. SLAB W/ 6X6 W1.4XW1.4 W.W.F. 4" INTO EXIST. FOUNDATION PAPER AS REQ'D. PLYWOOD `v —, = • • .411. I CTR'D. IN SLAB - BROOM FINISH Ce @ 18" O.G. \ , � iNTW GRAbEBEAM N3W 5" EONC. SLAB W17H ` I•- I •—\ 0 • - II TO REMAIN AT CABLE JJUGTS; 1£3 @ 12e' O.C. EACH ?JAY EXIST. RESILIENT^ *II • ( TNEW GONG. SLAB W ` T- ��. CENTERED IN SLAB GRATE SEE RECESS B FOR 2' X 5' ] 10-5/8": • �� 4 ABANDON EXIST. FOOTING FLOOR 7 LE LIp PER FND PLANf AI ER BUILDING i I�-- = _ i�. �NEgW1ltOL, BAS$'AND �5� : S1 ADDITION 51/ \ • "`-C ,S • I CONC.'PLINTH • w .. \ 11 _ I __I _ / b . ,^ 2'-'XIOrSPREAD IL r" I I I I I I I I I , r I L- I \. •. . .. :, °, •• FOOTING WITI-I . • —1 1 - �' • —� Q e• ° •.. < ° •...< •1 ) 'Y I •(3)i!4• EA. WAY • - --I P T3 1_ �_ •5AW:•CUT EASING. CONC. •I • •• 1 , G r 11"" "' 0 53 • REMOVE EXIST. GONG. SLAB �•:� FOOTING STEM•WALL FLUSH �• ®•' EXIST. GONG. SLAB -il. 1 = If 1 :NEW COL. SASE : • 1 • 0 . 1 EXIST. 4" FOOTING DRAIN I I FOR NEW FND. a FLR. SLAB W•ITH N�yJ•CONc. SLAB, ' l I : Ilgil' 1 EPDXY #4 X 18" DOWEL 6" — — • SI. EXIST. FOUNDATION _ _ \ ABANDON IN PLACE I 1 ,,• . 1 • •• ,. • , i w : , I INTO EXIST. FOUNDATION 1 I �5� • • I FLAT PLATE AND FOOTING 1 L 1 I I rt —fi —t rt rt tJ I� A7 18" O.0 r `S%.: I �, THRESHOLD irm„ u. I N ♦ 5AW-CUT EXISTING CONG. I- - - • • Zf%i \ I _ i _ IL - i_ _. L i -I _ FOOTING STEM WALL FLUSH I • I JOjN7D`K1OL�D 1 \ — — — — WITH GONG. SLAB I_ REMOVE •EXI$�, CONC• SLAB ( • O t • • \ I S REPLACE WITH NEkl 5". I FND�STEM'V EXIST, •I EPDXY #4 X 15" DOWEL 6" I I- • • 'SLAB 'WITA•# @'12 :O.C. I.{ •• (0 Gs) INTO EXIST. FOUNDATION — - CENTER'IN SLAB • 51 AT 18" O.C. I I I RIEW' COL, BASE 40NC 4 �, ' : PLINTH - S�E� NEW SLAB @ EXIST. FOOTING I �Y -'I ' I . I fI �SIM. SCALE: 1" ■ 1'-0" SLAE32 I I —--� I i J =1 =I— .11•J -�II:' : ~ o _ _ �� _ J SAW-CUT d REMOVE EXIST. Z _ CONC. STEM WALL A5 REQ'D. - • I — ___VD - EXISTING XIT DUCT INEGT EY . GABLE FOR NEW CONC. PLINTH 8 I •• . NECHSWQY ICENS B IN SLAB 12' 0,C, m Si I - .: • • • T� m= = c: NEW COL. BASE 4 CONG. I `,I • , , O �j PLINTH - SEE SAW-GUT EXISTING GONG. =.cam-_r_ SIDING A5 SCHEDULED 1 — — c� ® FOOTING INGW STEM WALL �• •• 5L '. ' o 111 N 6 v PLYWOOD SHEATHING PER STRUC. f • Y NOTES OVER 2X6 STUDS @ 16" O.C. ~' ( 2X6 PRES. TREATED PLATE I = c, EPDXY #4 X 18" DOWEL e."� • • : • • •• • • • • • • . • ' • " `r < \ CZ N 2 N I ANCHOR PLATE W/ 5/8 I 1 ' , ^" G G Y U Il I n INTO EXIST. FOUNDATION I_ 9�{n GALV, A. B. @ 4 0 O.C. eF-`- 24' J 6" FROM CORNERS 4 PLATE - z I c, AT IS" O.C. 8 #4X 16 I DOWELS @ O.G. 11 0 •� . • . ' CONC. SLAB PER -�' . s1 , •� PLATE ENDS U.N.O. 1 N I — — — C, SI _ • , FND. PLAN Ir �(2) #4 CONT. �' — _ j •I1 f • t... � • • A ice_#4 VERT. @ 18" O.C. I_ i BURKE KEYED•KOLD JOINT WITH •%2"m X•2'-0" LQNG : _ � _ �� CENTER IN WALL I — — ° . PLAN. DOWELS @ 12" O.C. THROUC,H 401NT Tr,: p I AV . - ' `►;• — FIN. GRADE I _ — I • •• : •• +• v..k. - #4 HORIZ. @ 13" • • • Cl') 20 GA. GALV. HEXAGON r' Ill - O.C. MAX. b v I — — — c� EXIST. 6' RECESSED CONC. SLAB I_ .I• •• • MESH - EXTEND MESH • I N a �. - : NEW CONC. FLOOR S;JEAN: .NOTE: ' UP FND. HALL 6" MIN. E I , c� I ALL'NEW CONC..FLOOR SLABS• L $E-OVER.- ,I 4" CLEAN 5/8" MINUS CC -' 0� -(2) A CONT. — — — I- = 2q GA•. laEXAGON ;OVER S/8" MINU$' • ' • : CRUSHED ROIL OVER ID MIL. POLY. CONDENSATION• WITH-TAPE-SEALED-JOINTS. OVER•4 ♦ — — I • ,...BARRIER 1�MItJUS WASHED GRAVEL • r CRUSHED ROCK OVER 10 I- — — — (' " MIL POLY VAPOR BARRIER n L „ " I INTOEXIST. FOUNDATIONDOWEL n .1' ' , EQ. 6 EQ. #4 12 cv @ 18 O.G. EPDXY4X Liu 4" GLEAN 5/8 MINUS EXIST. 5 CONC. SLAB _ " n EXFTG. 4" EXIST. FOUNDATION I AT 18' O.G. r • =-�`DRAIN .UN©R•BUILDING G HASHED GRAVEL � I —6 f FTC. DRAIN� I I I I L_, •,• ;ADDITION. '• I• , R-10 RIGID INSUL. HALL AND FOOTINGI — C. (-3) FOOTING DETAIL — �- - - - - - 1 , h, - - -- -.-. — • SCALE: 1" ® 11-0" TYP FTG J <:( - -- -- -- -- -- -- -- - -- --- -- zJTIE NEW 4" PERFORATED RIGID P.V.G. FOOTING DRAIN z TO EXISTING DRAIN - PROVIDE 2% SLOPE IN 3/8" TO 0 5/8" HASHED GRAVEL POCKET F- in -, 44'-0" 20'-O" i Z F- I4OL. IMO EXISTING METAL DOOR ,� 64' 0" 1 - HOL• METAL FRAMEZs. (2) #4 i it to j V THRESHOLD I/8" THICK 4 WAY li 1. #5 @ 16" O,C, VERT. 24 0 ' o I�� MED. PATTERN SAFETY PLATE #4 fX 161- NOTE: PROVIDE DOUBLE STUDS AT HOEDOWN LOCATIONS AN Z 0 2 '1'N GALV. STEEL W/(5) #3 ANCHORSIIII @16Q.G FOUNDATION PL Z WELDED TO THRESHOLD n =11 FLOOR TIES/HOEDOWNS iii��r�"- N =III II (_II SCALE: 1/•4" = 1'-0" IdoR-na ^—� o 0' N \ _ �_ _�11-11I-I1II 1 °�Liali MARK STRAP NAILING HOLDOWN STUD HOLDOWN W 9 o $ANCHORAGE ANCHOR > m05ka��.�, o I I - ��' or BOLTS �' • �•40 #4 @ 10" O.C. HORIZ. TI LST 173 (48) IOd — — - i f , ►� . . *� T2 MSTC 52 (62) led GTE W0.# 2023 B01 7B001AA ISSUE SLOPE SLAB I • o . �• Cr* a c (2) #5 TB STHDS (24) I6d NA - - - - - - - - TO THRESHOLD • , HEET NO. GI la ;4: i;T-- •Wj Q CALIFORNIAGALIFORNIA HAWAII %// NORTHWEST ►'r, °� ° ...y 0. One GIE Place, lhalsend Oaks, CA 91362 • P.O. Box 2200, Honolulu, II 96811 P.O. Boot 1003, Welk IA 98206 . Ce I Ia ss1111i NEW THRESHOLD DETAIL C GRADE BEAM DTL . \--<"---- OF 3 .. SCALE: 1 1/2" = 11'•0" THRHOLD SCALE: 1" = 11-•0" GRADE BEAM - Verizon Communications EXIST. PLYWOOD SHEATHING 2X8 RIDGE NEW 2X6 RAFTER TAILS @ 24" O.G. PLYWOOD ,„v de A ,, it 2x6 RAFTER WITH Q� of t U26 NCR. iIr . LAP E TBUTT NEWTP R WOODEDGE NAILINGrsaga EXIST. BU' KING + e a 1�MO 1NI NEW OVER BUILT ROOF SHEATHING 70 EXIST. i K WITH YEN HOLES NEW TRUSS AND EXIST. PLYWOOD . ,:. SOLID BLK'G. PLYWOOD ROOF SHEATHING 4. PLYWOOD Ri"+F 2oiaa 2X8 FLAT VAL EDGE NAILING SHEATHING �! O P.� -rEgt� ' EXIST. Rs•F EXIST. ROOF ANCHOR RAFTE' ( NEW ROOF TRUSSES PER TRUSS PROVIDE - 4 STUDS AT 24" O.G. ' �SSIONALE'G W/ A34 PLAN 15/32" 5H -THINHG TRUSSES • - " REMOVE EXIST. ROOF �� PROVIDE 2X6 CEILING I EXPIRES �• /d. D(D EXIST. ROOF —_/'i�i� —' S'1. Ji11 i�TRUSSES TRUSS TAIL ��� IIIMilln JOIST @ 24" D.G. FSJePER PLAN16d @ 12" . TOP TOP FLANGE H , NEW GL. BM. PER PLAN TOP FLANGE Hail= * DOT CHO-'rS TO LB210 LB210 EXIST. TRU'•S 0 POST CAP ACE6 MAX POST CAP ACE6 MAX W . .. COLUMN 4 BEAM DETAIL NEW BEAM DETAIL NEN/EXIST. TRUSS DTL• in SUPERSTRUT PHENOLIC LABEL NOTE: SCALE: 1/2R IA 11-011 BEAM DTL 4111 SCALE: 1/2n m II,,,011 BEAM DTL 2 SCALE: 1/2n sv 11-.011 NEW-EXIST TRUSS 0 Q 2 PROVIDE LAMINATED PHENOLIC PLASTIC LABELS AT 5'-0" O.C. Q 0 6 tRpQ ALONG EACH CEILING MOUNTED SUPERSTRUT INDICATING THE 2X4 FLAT @ 24" O.C. TYP, S (- "'� DESIGN LOAD MAXIMUMS FOR EACH SUPERSTRUT AS LOCATED AT GABLE ENDS 4 0 ON THE FLOOR PLAN AND AS NOTED BELOW: NOTCH END TRUSS TOP �����/ ILX Z 41) 1, PROVIDE PHENOLIC LABELS FOR EACH OF THE NEW CHORD FOR FLAT 2X4 = aD CEILING MOUNTED SUPERSTRUTS RUNNING NORTH 3- 1 AND SOUTH WHICH SHALL READ: TI 4X8 T1 SW TI 4X8 TI TI 4XS TI in "TELEPHONE EQUIPMENT SEISMIC BRACING ONLY" II---•-•—il / 1/ - -- II II •. II SECURE LABELS WITH MINIMUM OF TWO SCREWS PER LABEL TO MATCH N I v SUPERSTRUT. LABELS SHALL BE RED WITH WHITE LETTERS. EXIST. y_ _ I _ ,,,,. O JF- MINIMUM NAMEPLATE HEIGHT SHALL BE 3/4" AND 3/0" MINIMUM i - ...N.,,,,.END NAIL FLAT 2X4 TO TOP CHORD OF .e- HEIGHT. TRUSS. DO NOT 'JO'CH CHORD CO D NEW PRE-FAB. TRUSSES @ 24" O.C. L. -� 2X6 TOP AND BOTTOM CHORDS TYPICAL cm PROVIDE NEW 2X6 STUD WALL Cl2X6 SOLID BLOCKING - ANCHOR TO °- r DOT. CHORD OF TRUSSESS VI/ SIMPSON can N FULL HEIGHT IN PLACE OF EXIST. " LU26 JOIST HANGERS @ EACH END _ _ - CONDENSER AREA SCREEN WALL CO REMOV _ EXIST, TRUSS _ PROVIDE 2X6 RAFTER AND CEILING Mill y RAFTEP. TAILS AS REQ'D. .m REMOVE EXIST. SIDING JOIST @ 24" O.C. TO FRAME IN TRUSS 2X6 DOT. IHORD - - — - vtICIri VLU WU NAILIN(, - 7EXIST. OPEN CONDENSER AREA 1 TO BE 8d@6"0.C. I, ` �I I I I - 1 _ 1 I I I I I `1 - 5/8" TYPE "X" G. .B, CEILING (3) 2X6 POST 1 la 5-II/8XI0.51 I _ I I I I POSTING I TI I TI SW1 4X8 W 'Ids I 1 I b\`�\\\\\\ W w II I I i I " I I I I I I I I I I 1 11P4 (2 2X6 POST IT EXIS-. TOP PL s ES I ( I 1 Cg� SUPERS-MUT A1200HS WITH �� - - I a, AL� UV".. JIV}J -OLLvry iv rl -. I I I I HE NAIL LAT 4 TO TOP C.IORD GOLD IRIDATE FINISH nl ■ I ANCHOR SUPERSTRUT WITH CLEVIS WASHER ~ c I I I I I I OF TRUSS - DO 07 NOTCH CHORD L $ 3/8" 0 LAG BOLTS @ 24" O,C, - - w 1 " I Z I I II N TCH END 7RJS5 TOP N o / " PTdO IDE 6 RAFTERS @ 24 O.G. I i-- ` C -RD FOR FLAT 2X4' ' I p w - - - — a �/ WIIER -. FRAMING II I I I T 0 tk SUPERSTRUT @ CEILING EXIST. WALL BELON TO-� } I BE REMOVED L A3 RAFTER TO I �� I I � - -I 1 - % 2X4 F 7 @ 4" O. .G CC z SCALE: 3" vs1i 011 SUPERSTRUT 9<� - PLATE (TYP.) Vi EXIST. VIALS BELOW '- I I I I I I II i I TIP. T GA LE ENDS TO BE REMOVED I (3) X6 P T S U26 HAG - YP.)-� I i I I a 5-1/8X10.5 I 1 I- I 8 2X6 NAIL TO ROOF JOIST - EXTEND FOR OVERHANG —_. i - - - - _,,�__ r___I NEW 2X8 CEILING JOIST @ 21" O.C. - - - - - PROVIDE (4) 2'1 0 SCREENED VENT (3) 2X6 POST © I I z HOLES AT 4" O,C. IN EACH BLOCKING I j= . SOLID BLK'G. NI PLYWOOD oc ‘___--2X8 F_AT VALLEY WITH , I I 4'-2 ± m -�_ EDGE NAILING - TYP. (2) 20d TO EA. EXPS7. TRUSS EXIS . WALLS BELOW TO _ _I Q er m o� BE R MOVED I I v O B - ,, / 'PLYWOOD SHEATHING cn 0- PROVIDE 60"X22" OFENING N EXIST. I I a • _. tLj Nits. � PER STRUC NOTES F I � ` ( j i� ASS PER ATTICS ATVERIFY EXAGTELOCA7IGN EN I - 1 0'� I ' ' 0 \ a in Lai � NEW G.W.B. .-e SW SCHED. y am" -= uI SIMPSON HI HURRICAN CLIPS @ EA. It I/ - I - �B = I r G x C.) END OF EACH TRUSS TYP. I L 0 I I M tr) u ADD NEW 2X6 STUD FRAMING FULL------..., to oI SHEATHING PER z '� - -I' ' ' I I " I I' S° HT. OF WALL @ 16" O.C. STRUCTUAL NOTES w o ,I / �i 2' 6" N if) I I -4 0 n D t -SIDING AS NOTED ON 2 CUT BACK a I w EXTERIOR ELEVATIONS hiS END AS R e I (Y a (I) f `--; !41 P es Q O I I I I I Z 1 I I I I 1 rt 1 �� II1 II vA Th,--REMOVE SCREEN WALL FRAMING 1 I AND SHEATHING w 3 , ._ J . EAVE @ EXIST. SCREEN HALL u Ui I 1 ' I EW 2 ' LONe GLG, OUNT D SUPERSTRU7 FOR 410 El.ry • 11 I i 2'_0n I 'TEL. IP. EISMI BRAG1It G - EEE alk SCALE: 1" }° 11-011 EAVE @ SCREEN WALL I I TYP. II — 1 Y 1 1 7 1 1 1 I <1 — II I I I I I I I I I I `� J SIMPSON HI HURRICAN CLIP @ I 1 G W T1 I SWI H 1 O ' _„ EA. END OF EACH TRUSS TYP, I 7-141 Q �►+.`� "-` _,,_,, SOLID BLK'G. W/ PLYWOOD I \ < Z EDGE NAILING - TYP. Z E...v_- � r PLYWOOD SHEATHING I ■1... ,i, A35 PER 7r PER STRUC NOTES FRAMING NOTES : S2 ►mil SW SCHED.peal 10 1- 1I NOTE: PROVIDE DOUBLE STUDS AT HOEDOWN LOCATIONS FRAM PLAN CC E i *) USE COMMON NAILS FOR ALL NAILING. ROOF I NG I Lf''1N z < < sr **) ANCHOR BOLT WASHERS MUST BE j I 12"X2"X3/I6" THICK. SCALE: 1/411 m 11_011 NORTH 0 o a 0 2'_6" I ***) FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS cc J . -g SHEATHING PER d RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL W 5 • STRUCTUAL NOTES I I ---SIDING AS NOTED ON NOT BE LESS THAN SINGLE 3-INCH NOMINAL MEMBER. > 0:1 i EXTERIOR ELEVATIONS III \ /c SHEARHALL SCHEDULE GTE W.O.# 2023-B01-7B001AA ISSUE EAVE E DETAIL MARK SHEATHING NAILING SHEAR FLOW NAILING SILL PLATE SHEET NO. COMMON EDGES FIELD BASE TOE NAIL ANCHORS II CALIFORNIA HAWAII //// NORTHWEST SCALE: 111 as 11-011 EAVEDTL BLOCKED PLATE RIM JOIST TOP ANCHORS One GIE Place, Thoueand Oaks, G 91362 P.O Baz 2204 Halaklb, H 98841 PA Bo1110Q3" Everett, w1198106 SWI 15/32" PLYWD. 8d @ 8d @ led @ A35 € 5/84XI'-6" S ME E I SIDE 6" O,C, 12" O,C, 8" O,C, 16" O,C, @ 32" O.C. SW2 15/32" PLYWD. 8d @ 8d @ Kid @ A35 @ 5/8"OXI'-6" I SIDE 3" O.C. 12" O.G. 4" O.C. 12" O.G. @ 32" O.C. \--C---- Verizon Communications of 3 . - van_ nn „. GENERAL STRUCTURAL NOTES GENERAL J REINFORCING STEEL •' ..:\ gyps%S'r� `.,THE FOLLOWING STRUCTURAL NOTES ARE SUPPLEMENTARY AND ARE NOT ALL REINFORCING STEEL OF #5 AND LARGER BARS SHALL BE GRADE 60 : O�w0Fr kr4G INTENDED TO SUPERSEDE THE SPECIFICATIONS AN/OR DETAILS SHOWN DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40 ACCORDANCE ` ON THE DRAWINGSf' ;IIWITH ASTM SPECIFICATION A-615 UNLESS NOTED OTHERWISE ON WE . ”' , f •r CODE DRAWINGS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION TILL-CONSTRUCTION SHALL CONFORM WITH THE INTERNATIONAL BUILDING A-185 AND SHALL 6X6 - WI.4 X WI,4 U.N.O. ON THE PLANS. LAP ONE FULL it / :ty.- CODE (IBC) 2003 EDITION. MESH AT SPLICES. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE ` 2W44 WITH # 16 DOUBLE ANNEALED IRON WIRE. APPROVED WIRE OR PRECAST ` 0 4'BGrSTtR' ,' DESIGN LOADS CONCRETE BLOCK BAR SUPPORTS SHALL BE AS SPECIFIED BY THE CRSI SrOh,� AG • MANUAL OF STANDARD PRACTICE MSP-2-90. LAP ALL SPLICES 32 BAR A x • • p M ROOP 25 PSF SNOW DIAMETERS MINIMUM UNLESS OTHER WISE SHOWN. PROVIDE ELBOW BARS TRUSS LOADS (32 DIA) TO LAP HORIZONTAL TO LAP HORIZONTAL STEEL AT CORNERS j EXPIRES. .7, /,, : O.(/�, TOP CHORD, AND INTERSECTION IN FOOTING, WALLS, AND BEAMS. PROVIDE 2-#5 ALL DEAD WAD: 8.5 PSF SIDES AND I-#5X4'-0' DIAGONALLY AT CORNERS OF ALL OPENINGS I'-6" SNOW LOAD: 25 PSF OR MORE IN ANY DIRECTION. EXTEND 2'-0" PAST OPENING OR HOOK, UP LIFT: 13.8 PSF DOWEL NEW WALLS TO EXISTING WALLS AT !6' INTERNALS WITH 5/8"XI'-6' BOTTOM CHORD LONG PLAIN DOWELS DRILLED 6' INTO EXISTING CONCRETE. DEAD LOAD: 25 PSF CONCRETE COVER FOR REINFORCING STEEL CLEAR DIMENSION U H O LIVE LOAD: 10 PSF C (NEED NOT BE INCLUDED ON PLANS) V USE WITH TOP CHORD SNOW LOAD) SLAB AND WALL BARS, PROTECTION W BASIC WIND SPEED 85 MPH (EXPOSURE 5) I = 1.0 INTERIOR FACES 3/4" 1'SEISMIC 5DC • D, SIMPLIFIED SESIGN EXPOSED TO WEATHER OR EARTH 2" (#6 AND LARGER) OR SEISMIC USE GROUP I, 1■= 1.0 1-I/2"(#5 AND SMALLER) SOIL 2000 PSF (DESIGN BEARING) FOOTING BARS 3" FROM BOTTOM LATERAL SOIL PRESSURE 35 PCF EQUIV. FLUID PRESSURE UNRESTRAINED SLAB ON GRADE I-1/2" FROM TOP U S CON 50 PCF EQUIV, FLUID PRESSURE RESTRAINED NN INSPECTIONS TIMBER Q z INSPECTION BY AN APPROVED TESTING LAB SHALL BE PERFORMED BEAMS (4X _ AND GREATER) DF-L #t OR BEIItK r d- A FOR REINFORCEMENT PLACEMENT, CONCRETE PLACEMENT FOR POSTS DF-L #1 OR BETTER /�,�`� Z(9 CONCRETE COMPRESSIVE STRENGTH GREATER THAN 2500 PSI, p AND STRUCTURAL STEEL ERECTION. ALL PREPARED SOIL BARING STUDSLLOTHER DF-L #2/OR B qt�'/ ? - O ALL LUMBER DF-L #2 OR BETTER SURFACES ORL ED BY EIN APPROVEDINGGEL * NC ALL 2X TIMBER KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA C) ��- II NEW 6X6 POST ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL d CONCRETE Cl) � q CO � ALL DRILLED 4 EPDXIED DOWELS AND ANCHOR RODS SHALL BE SPECIAL GRADING RULES FOR WESTERN LUMBER LATEST EDITION". BOLT HEADS C ) 44 I I II INSPECTED. AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS 3/16X2X0'-2' AT EACH ANCHOR BOLT, ALL WOOD IN CONTACT n/ S .s1 SAW-CUT t REMOVE EXIST. • _' -• Ta ."` T'i _ SHOP DRAWINGS WITH CONCRETE SHALL BE PRESSURE TREATED. MISCELLANEOUS HANGERS +i••+L-� O v CONC. STEM WALL FLUSH ?I` '1- - - ` SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO TO BE AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC. OR = dy WITH CONC. SLAB III *Ills I •n• SIMPSON PH66 POST BASE THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO APPROVED EQUAL, ALL HANGERS TO BE FASTENED TO WOOD WITH LpI FABRICATION, SHOP DRAWINGS CONSISTING OF REPRODUCTIONS OR PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE 3� M Y COPIES OF ANY PORTIONS OF THE STRUCTURAL DRAWINGS WILL NOT BE A-507• ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8" DIAMETER @ 48' Co ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY THE STRUCTURAL O.C, (UNLESS NOTED OTHERWISE) WITH MIN, EMBEDMENT PER U.B.G. CODE V V a— — ENGINEER AS SUCH. ALL NAILS SHALL BE COMMON WIRE NAILS. SPIKE ALL LAMINATED MEMBER Q �, n I) REINFORCING STEEL TOGETHER WITH 104 NAILS AT 12" O.C. STAGGERED, SPLICE LAMINATIONS 4 d°0 2) METAL PLATE CONNECTED WOOD TRUSSES AT SUPPORTS ONLY. �/.��// NEW EPDXY #4XI2" 3) GLUE LAMINATED MEMBERS L..L •� ? DOWEL " INTO EXIST. 4) STRUCTURAL STEEL ITEMS BEARING WALL FRAMING 0 a'It ° CONC. S EM WALL THE ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL EXIST. CONC. SLAB II o ° INTENT ONLY. VERIFICATION OF DIMENSIONS AND QUANTITIES ARE BE (2) 2X8 DF-L #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR THE RESPONSIBILITY OF THE CONTRACTOR AND ARE NOT GUARANTEED OPENINGS 4'-O' OR LESS AND TWO CRIPPLES AND ONE STUD FOR d a N IN STEM WALL BY THE ENGINEER OF RECORD. DRAWINGS FOR COMPONENTS DESIGNED OPENINGS MORE THAN 4'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON EXIST. FOUNDATION I PRIMARILY BY THE MANUFACTURER SHALL BEAR THE STAMP OF A THE PLANS SHALL BE TWO (2) STUDS. BLOCK SOLID TO FOUNDATION. AND FOOTING I ° ° a A D FOOTING LICENSED WASHINGTON STATE STRUCTURAL ENGINEER AND BE SPIKE LAMINATED COLUMNS TOGETHER WITH I6d # 16" O.C. • SUBMITTED TO THE STRUCTURAL ENGINEER FOR A CURSORY REVIEW FOR STAGGERED. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE SAW CUT 3 "EMOVE EXIST. COMPLIANCE WITH THE INTENT OF THE STRUCTURAL DRAWINGS AND FOR PRESSURE TREATED, STAGGER SPLICES AT TOP PLATES A MIN, OF 48" W CONC, STEM WALL FOR NEW LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER TYPICAL AND NAIL PER TABLE 23-1-Q OF THE U.B.C. F- • I • " IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY Q y 18 SQ. P05 FND. CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR GLUED LAMINATE!)WOOD MEMBERS G STRUCTURAL DRAWINGS, SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE i AND TWO COPIES, REPRODUCIBLE WILL BE DRAWINGS. SUBMISSIONS SHALL GLUED LAMINATED WOOD BEAMS, DOUGLAS FIR, KILN-DRIED, STRESS INCLUDE A REPRODUCIBLE AND TWO COPIES REPRODUCIBLE WILL BE GRADE COMBINATION 24F-V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND f 6" REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED AND 24F-V8 FOR CANTILEVER AND CONTINUOUS SPANS. GLUE SHALL BE STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. CASEIN WITH MOLD INHIBITOR. BOTTOM LAM TO BE FREE OF UNSOUND POST TBASE @ EXIST. FND. ARE SHOP PEPS SUPERSEDED BY THE STRUCTURAL DRAWINGS ARE AN AID FOR FDRAWINCGS.IELD E ITE SHALL NT DHE THE REQUIRED.RGFABRICER ATOR 1/2"SHALL SUBMIT 13 SETS OF DETAILTC STAMP AND S ANDATION SCALE: - RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ailAL . KNOTS SPECIFICATIONS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. In �� On STRUCTURALLCONSTRUCTION ONSRTIONI IS IN FULL AGREEMENT WITH THE LATEST ALL BEAMS ARE TO BE CAMBERED AT R s 2000' U.N.O, Cri in w POST BASE EXIST STEM WALL m ROOF TRUSSES °- • FOUNDATIONS METAL PLATE CONNECTED WOOD TRUSSES SHALL BE DESIGNED BY A IX 1 EXTEND FOOTINGS TO UNDISTURBED SOIL OF 2000 PSF SOIL BEARING WASHINGTON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE CAPACITY REFER TO GEOTECHNICAL REPORT BY LANDAU ASSOCIATES, LATEST SPECIFICATIONS OF THE TRUSS PLATE INSTITUTE AND THE O "VERIZON NORTHWEST ECHO LAKE REMOTE BUILDING ADDITION, U.B.C. METAL PLATES SHALL BE ICBO APPROVED VERIFIED BY A SNOHOMISH, WASHINGTON, BOTTOM OF EXTERIOR FOOTINGS CURRENT REPORT NUMBER. TRUSSES SHALL BE PLANT FABRICATED BY 6X6 POSTSHALL BE I'-6' MIN. BELOW OUTSIDE FINISHED GRADE, �'"T-'� REMOVE EXIST. SIDING 4 BLDG. A MANUFACTURER IN COMPLIANCE WITH UBC SECTION 2343, THE ��+ PAPER AS RECITE). PLYWOOD CENTER ALL FOOTINGS ON COLUMNS AND WALLS UNLESS SPECIFICALLY MANUFACTURER SHALL SUBMIT SHOP DRAWINGS, INCLUDING ERECTION C) NEW EPDXY #4X30" DOWEL TO REMAIN DIMENSIONED OTHERWISE. PLANS, SIGNED BY A WASHINGTON STATE PROFESSIONAL ENGINEER, TO Z 4° INTO EXIST. FOUNDATION t I THE BUILDING DEPARTMENT AND ARCHITECT FOR APPROVAL. THE @ 18" O.C. �6r<" SIMPSON P566 POST BASE COMPACTED FILL TRUSSES SHALL BE MANUFACTURED IN A PLANT TUE ARCHITECT m SOIL USED FOR COMPACTED FILL SHOULD CONSIST OF PREDOMINANTLY APPROVES, UNDER THE REQUIREMENTS OF UBC (SECTION 1701.7) EACH EXIST. RESILIENT •III • ^ NEW 5° CONC. SLAB PER FND PLAN WELL GRADED GRANULAR SOIL FREE OF ORGANIC MATERIAL AND TRUSS SHALL BEAR THE QUALITY CONTROL STAMP (SECTION 231L6) �[ m G FLOORfLE DEBRIS. FILL USED FOR FOUNDATION AND FLOOR SLAB SUPPORT MUST AS WELL AS MANUFACTURING PLANTS' NAME/ADDRESS DESIGN LOAD O BE PROPERLY PLACED AND COMPACTED. FILL SHOULD BE PLACED IN AND MAXIMUM SPACING, IN ACCORDANCE WITH UBC SECTION 23434. Y _ i .� I -� .�� • MAXIMUM 8 TO 10 INCH LOOSE LIFTS AND COMPACTED TO A MINIMUM THE MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS N ][ OIL OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE LENGTHS PRIOR TO FABRICATION AND FOR IDENTIFICATION OF ALL Q N W CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES WITHIN THE TRUSS MEMBERS REQUIRING BRACING FOR REDUCTION OF BUCKLING 4 r Q BUILDING AREA, LENGTH. THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR NEW EPDXY #4XI4" DOWEL• INSTALLATION OF SAID BRACING AND FOR ALL TEMPORARY BRACING .I REQUIRED DURING THE INSTALLATION PROCESS. U.N.O. ON THE PLANS 6" `O EXIST. GONG. CONCRETE EACH TRUSS/BEARING CONNECTION TO BE 2-I6D TOE NAILED PLUS ONE NI 0 v FLOOR AT IS" O.C. THE SELECTION OF MATERIALS FOR, AND THE MIXING AND PLACING OF H4 SEISMIC TIE AT EVERY OTHER CONNECTION. PROVIDE FULL DEPTH EXIST, CONC, SLAB II ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM SOLID BLOCKING BETWEEN EACH TRUSS AT EACH OUTER HEARING. �.. BUILDING CODE, 1997 EDITION. MATERIALS SHALL BE PROPORTIONATE PROVIDE SPACE BETWEEN BOTTOM CHORDS AND PERPENDICULAR NON- EXIST. FOUNDATION -I ---1, -= NaTO PRODUCE A DENSE, WORK ABLE MIX HAVING A MAXIMUM SLUMP OF 4 BEARING WALLS AND CONNECT WITH SIMPSON S7G SIDE. AND FOOTINGi INCHES, WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS- FREE SURFACE WATER. WATER-CEMENT RATIOS FOR VARIOUS CONCRETE V STRENGTHS (re) SHALL BE AS SHOWN BELOW. CONCRETE STRENGTHS ROOF DIAPHRAGM SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS. A WATER APPLY 5/8" CDX PLYWOOD (32/16) ON ROOF NAILED TO STIFFENERS REDUCING ADMIXTURE CONFORMING TO U,B,C. SECTION 1903,6, OR RAFTERS WITH 10d COMMON WIRE NAILS @ 6' O.C. AT SUPPORTED (10 • p SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACUTURE'S EDGES AND IOd COMMON WIRE NAILS 9 12' O.C. AT INTERIOR SUPPORTS. RECOMMENDATIONS. AN AIR ENTRAINING AGENT, CONFORMING TO U.B,G BLOCKING OF INTERIOR EDGES NOT REQUIRED UNLESS NOTED ON THE — SECTION 1903,6, SHALL BE USED IN ALL CONCRETE MIXES FOR WORK PLANS. WHICH IS EXPOSED TO EARTH OR WEATHER. THE AMOUNT OF ENTRAINEDCC AIR SHALL BE 5% +/- IX BY VOLUME. THE CONCRETE SHALL BE AS SHEAR WALL FRAMING • I'-0" FOLLOWS: MAX. GALLONS OF BE SHEATHED WITH 1/2" PLYWOOD, BLOCK SOLID.?/°)�*''�" @ �/ '� WATER PER SACK MIN. SACKS NAIL WITH 8d @ 6" O.C. ALL EDGE AND 8d @ 12" O.C. INT, BEARINGS. CF) POST S I BASE EXIST.I FND. MAX, GALLONS OF CEMENT WHEN OF CEMENT ALL INTERIOR WALLS GREATER IN LENGTH THAN 5'-0' TO BE SHEATHED VG OF WATER PER USING AIR PER SPECIAL WITH I/2 GYPSUM WALL BOARD ON EACH FACE, UNBLOCKED NAIL WITH SCALE 1" 11_®p POST BASE EXIST FND (psi) SACK OF CEMENT ENTRAINING AGENT CUB. YD. INSP. USE SdA�-ER:NAILS @ 4° O.C. TO ALL STUDS AND TOP AND BOTTOM III 3000 5.25 5.2 5.5 YES FOOTINGS, WALLS d MISCELLANEOUS SLABL THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AS AN ALTERNATE TO THE ABOVE, THE CONTRACTOR MAY SUBMIT AT JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE CONCRETE MIX DESIGNS FOR REVIEW TWO WEEKS PRIOR TO PLACING ANY COMMENCING WORK AND BE RESPONSIBLE FOR SAME. ALL DISCREPANCIES ---cNr.._� CONCRETE. THE CONCRETE DESIGN MIX SHALL MEET THE REQUIREMENTS SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH (3) 2X6 POST I OF THE SPECIFICATIONS AND I.B.C. SECTION 1904 AND 1905 AND SHALL THE WORK. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE PLYWOOD SHEATHING PER INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER WILL BE MADE IN THE CONTRACTOR AND/OR MANUFACTURER'S FAVOR SIMPSON PH66 POST BASE STRUC. NOTES OVER REDUCING ADMIXTURES, AND AIR ENTRAINING AGENT AS WELL AS THE BY VIRTUE OF ERRORS, AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD CA 4" SF 2X6 STUDS @ 16" O.G. WATER CEMENT RATIO, SLUMP AND CONCRETE STRENGTH (f'c) THE USE HAVE BEEN DISCOVERE DURING THE PREPARATION OF BID ESTIMATE Z #3X 16"I� DOWELS @ 24" D,C. OF CALCIUM CHLORIDE WILL NOT BE PREMITTED. HOT MIXING WATER MAY AND DIRECTED TO THE ATTENTION OF THE ARCHITECT IN A TIMELY 0 BE USED WITH PERMISSION OF THE ARCHITECT. MANNER. ANY ERRORS AMBIGUITIES AND/OR OMISSIONS IN THE DRAWINGS i= 5" CONC. SLAB PER •-- Ni�SIDING AS SCHEDULED OR SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY < FND. PLAN EPDXY IN WRITING. NO WORK IS TO BE STARTED BEFORE CORRECTION IS V `9 (2) #4 CONT. MADE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACINGS AS Z \\��✓✓// EPDXY GROUTED ANCHOR RODS SHALL BE ASTM A307 OR REINFORCING REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE 2 • _ ; _� #4 VERT. @ 18" O.C. BARS (ASTM A615 GR 60) PER THE DRAWINGS. USE THE FOLLOWING BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THEH Q -- /'-CTR. IN WALL EPDXY GROUT E EQUIVALENT PRODUCT WITH ICL APPROVAL AND BUILDING NS. D MENT'SCA ALL BUILDING DEPARTMENT REQUIRED h- MEETING THE REQUIREMENTS OF ASTM G881, INSPECTIONS, DO NOT SCALE DRAWING. USE ONLY WRITTEN DIMENSIONS. '� "CIA GEL' MANUFACTURED BY COVERT OPERATIONS THE DETAILS SHOWN ARE TYPICAL AND SMALL BE USED FOR LIKE OR 0 #4 HORIZ. @ 13" CC II� • SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO 0 I O.G. MAX. FIN. GRADE WORK SHOWN ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT m WRITTEN PERMISSION FROM THE ARCHITECT. THIS DRAWING IS THE Q EXCLUSIVE PROPERTY OF THE ARCHITECT AND CAN BE REPRODUCED .o z ONLY WITH THE PERMISSION OF THE ARCHITECT, IN WHICH CASE THE 0 Z Q #4_In @ 18" O.C. III REPRODUCTION MUST BEAR THEIR NAMES AS ARCHITECT. N 0 • a` 12 L��•I l PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER re --1 $ (3) #4 EA. WAY'' -F--• T I— .:' o MANUFACTURERS RECOMMENDATIONS. j t 1 At 1-,-,_.,.._ E°. 6" E BEYOND E BEAM GTE W.O.# 2023-BOl-7BOOlAA ISSUE • • 2 CALIFORNIA HAWAII V NORTHWEST SHEET NO. COPOST BASE @ SPREAD FTG One GTE Phu, Thousand Oaks, CA 91362 P.O. Box 2200, Haloilu, 1196841 P.O. Oa1003, Everett, M 96206 SCALE: 111 m 11..(,n SPREAD FTG POST BASE9 1= 3 .•-:***----- Verizon Communications \----"---- or 3 11 1 I 2 I 3 4 1 5 I 6 I 7 Wo .vERIzoN _ HART LAKE Rsu � zF A og JANACORTES, WASHINGTON z � F. w. • o N "3 m ABBREVIATIONS i Q is z > (periods may be added) U m ACP Asphaltic Concrete Pavement EVC End of Vertical Curve PCC Point of Compound Curvature . • ADD'L Additional EXIST Existing PC Point of Curvature G1 I• tY1't' . '.'.'. .','.'. ,'.'.'.' . . . . . . . B AD Area Drain FD Floor Drain Ply Post Indicator Valve -Chian.n�� N o ADJ Adjacent FDC Fire Department Connection PP Power Pole " ' " ' ' ' ANSI American National Standards Institute FDN Foundation PL or LP Property Une ?`'t, o � r� +� $ APPROX Approximately) FFE Finish Floor Elevation PSF Pounds Per Square Foot LEGAL DESCRIPTION y W ARCH Architectural) FH Fire Hydrant PSI Pounds Per Square Inch LL !�:"'. o ASSY Assembly FL Flange(d) PT Point of Tangency LOTS 6 THRU 10, BLOCK 2, KING'S FIRST ADDITION TO THE CITY OF ANACORTES, Spur �1e �` 63 BC Back of Curb FIR Floor PVC Polyvinyl Chloride ACCORDING TO NE PLAT THEREOF, AS RECORDED IN VOLUME 1 OF PLATS, PAGE 42, • is Curb PVI Point of Vertical Inflection BLDG Building FC Face of RECORDS OF SKAGIT COUNTY, STATE OF WASHINGTON. TOGETHER WITH THOSE 20 . . a BM Benchmark FS Finished Surface QTY Quan ' PORTIONS OF VACATED •N• AVENUE AND ALLEY ADJACENT TO SAID LOTS 6 THRU G. m — y 10. ALSO TOGETHER WITH THAT PORTION DESCRIBED AS FOLLOWS: COMMENCING AT . . • . �'! BNDRY Boundary FT or ' Foot (feet) R Radius THE NORTHWEST CORNER OF LOT 11, BLOCK 2 OF SAID PLAT; THENCE NORTH 89 - > DEGREES 56 MINUTES 30 SECONDS WEST A DISTANCE OF 10.00 FEET TO THE TRUE Q ' " ' " " BVC Beginning of Vertical Curve FIG Footing RCP Reinforced Concrete Pipe 0 SpJr C&G Curb and Gutter GB Grade Break RD Road POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST A DISTANCE OF 38.01 FEET; THENCE NORTH 00 DEGREES 40 MINUTES 20 . . . . . . . . . . CB Catch Basin GRD Grade REF Reference 36 SECONDS EAST A DISTANCE OF 240.01 FEET; THENCE NORTH 89 DEGREES 56 C CC Concrete Curb GV Gate Valve RET Retaining MINUTES 30 SECONDS WEST, PERPENDICU— LAR TO AND PARALLEL WITH THE NORTH 20th St. • . •.• . .. • CD Concrete Drive HB Hose Bibb ROW Right of Way UNE OF THE SOUTH HALF OF SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, CF Cubic Feet (Foot) HOPE High Density Polyethylene SHT Sheet WILLAMETTE MERIDIAN, A DISTANCE OF 100.52 FEET TO A POINT ON THE EASTERLY CL Class Hi Height SPEC Specification(s) RIGHT—OF WAY OF 'N' AVE— NUE: THENCE NORTH 00 DEGREES 37 MINUTES 44 A n a c o r _ e S o SECONDS EAST, ALONG THE EASTERLY RIGHT—OF—WAY OF •N• AVENUE, A DISTANCE > t Center Une HYD Hydrant STA Station OF 38.00 FEET TO NE INTERSECTION OF THE EASTERLY RIGHT—OF—WAY OF 'N' a CMP Corrugated Metal Pipe ID Inside Diameter SQ Square AVENUE AND THE NORTH UNE OF NE SOUTH HALF OF SAID SECTION 25; THENCE 2 . .`. CO Cleanout IE Invert Elevation SS Sanitary Sewer SOUTH 89 DEGREES 56 MINUTES 30 SECONDS EAST, ALONG THE NORTH UNE OF NE 34th St L." " CONC Concrete IN or ' Inch(es) SD Storm Drain SOUTH HALF OF SAID SECTION 25, A DISTANCE OF 138.56 FEET TO A POINT THAT Q L E BEARS NORTH 00 DEGREES 40 MINUTES 36 SECONDS EAST FROM NE TRUE POINT 35th St. ' " ' CONST Construction INV Invert STD Standard OF BEGINNING; THENCE SOUTH 00 DEGREES 40 MINUTES 36 SECONDS WEST A o CPEP Corrugated Polyethylene Pipe IRR Irrigation Water TOE Toe of Wall, or Slope DISTANCE OF 278.01 FEET TO THE TRUE POINT OF BEGINNING. AND ALSO TOGETHER 36th St, cp CY Cubic Yard LB Pound(s) T Telephone Wire WITH AN EASEMENT FOR THE PURPOSE OF INGRESS, EGRESS AND UTILITIES OVER, DCVA Double Check Valve Assembly LCPE Lined Corrugated Polyethylene Pipe TC Telephone Conduit UNDER AND ACROSS THAT PORTION DESCRIBED AS FOLLOWS: BEGINING AT THE NORTHWEST CORNER OF LOT 11, BLOCK 2 OF SAID PLAT; THENCE SOUTH 00 38 .h St. +, DDCV Double Detector Check Valve LF Linear Feet TOC Top of Curb DEGREES 40 MINUTES 36 SECONDS WEST, ALONG THE WEST UNE OF SAID LOT 11, A D DEPT Department MAX Maximum TG Top of Grate DISTANCE OF 100.00 FEET TO A POINT ON THE NORTH RIGHT—OF—WAY OF LONGVIEW Longview Ave. DET Detail MFR Manufacturer TEMP Temporary AVENUE; THENCE NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST, ALONG THE S I] �/ i N g 1 N 2 NORTH RIGHT—OF—WAY OF LONGVIEW AVENUE, A DISTANCE OF 10.00 FEET; THENCE ';; ', DI Ductile Iron MH Manhole TOP Top of Wall, or Slope �; > NORTH 00 DEGREES 40 MINUTES 36 SECONDS EAST, PERPENDICULAR TO AND > ai > DIA (0) Diameter MJ Mechanical Joint TYP Typical PARALLEL WITH THE WEST UNE OF SAID LOT 11, A DISTANCE OF 100.00 FEET TO A a a DS Down Spout MIN Minimum VC Vertical Curve POINT THAT BEARS NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST FROM THE z 0 DWG Drawing MISC Miscellaneous VERT (V) Vertical POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 56 MINUTES 30 SECONDS EAST A > fill 5 E East in N North in W With DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING. AND ALSO TOGETHER WITHI ticif in East(ing) ( 9) / THE SOUTH HALF OF TAYLOR STREET ABUTTING LOT. 6 THRU 10, BLOCK 2 OF SAID EC Electrical Conduit NO or / Number MA Water Meter PLAT. AND ALSO TOGETHER WI1H AN EASEMENT FOF THE PURPOSE OF INGRESS, EL Elevation OC On Center Wl' Weight EGRESS AND UTILITIES OVER, UNDER AND ACROSS THE SOUTH HALF OF TAYLOR T EOP Edge of Pavement 0/W Oil Water WWF Welded Wire Fabric STREET ABUTTING LOTS 1 THRU 5, BLOCK 2 OF SAID PLAT. AND ALSO TOGETHER VI CINIT MAP i EQUIV Equivalent YD Yard Drain WITH A 38.00 FOOT CONSTRUCTION EASEMENT FOR THE PURPOSE OF INGRESS, �v EGRESS TO BE IN EFFECT FOR ONE YEAR FROM NE START OF CONSTRUCTION OR NOT TO SCALE -- = THREE YEARS FROM THE PURCHASE OF PROPERTY WHICHEVER COMES FIRST, DESCRIBED AS FOLLOW: COMMENCING AT NE NORTHWEST CORNER OF LOT 11, BLOCK 2 OF SAID PLAT; THENCE NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST A E DISTANCE OF 10.00 FEET TO NE TRUE POINT OF BEGINNING; THENCE CONTINUING ' A NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST A DISTANCE OF 38.01 FEET; C/J LEGEND THENCE SOUTH 00 DEGREES 40 MINUTES 36 SECONDS WEST, PERPENDICULAR TO AND PARALLEL WITH THE WEST UNE OF SAID LOT 11, A DISTANCE OF 100.00 FEET TO A POINT ON THE NORTH RIGHT—OF—WAY OF LONGVIEW AVENUE; THENCE SOUTH 89 0 DEGREES 56 MINUTES 30 SECONDS EAST, ALONG THE NORTH RIGHT—OF—WAY OF OWNER / DEVELOPER CIVIL ENGINEER STORM PIPE — TOP OF WALL/TOE OF WALL CIL) LONGVIEW AVENUE, A DISTANCE OF 38.01 FEET TO A POINT THAT BEARS SOUTH 00AT FINISHED SURFACE DEGREES 40 MINUTES 36 SECONDS WEST FROM THE TRUE POINT OF BEGINNING; VERIZON COMMUNICATIONS DCI ENGINEERS I- THENCE NORTH 00 DEGREES 40 MINUTES 36 SECONDS EAST, PERPENDICULAR TO AND P.O. BOX 1003, WAO1O1LB 10900 NE 4TH ST. SUITE 1200 CATCH BASIN ■ TOP AND TOE OF SLOPES — _ PARALLEL WITH THE WEST UNE OF SAID LOT 11, A DISTANCE OF 100.00 FEET TO Q Z NE TRUE POINT OF BEGINNING. EVERETT, WA 98206 BELLEVUE, WA 98004 W 0 STORM MANHOLE Q SLOPE INDICATORS 3:1 _ _ 2;1 CONTACT: MR. PER WOLLEBEK (425) 827-2238 (,.) m D FAX SANITARY SEWER PIPE RIP RAP CONTRACTOR NOTE CONTACT:) CARRIE9KEATING Z C Z Z F W > cn— ALL EXISTING UIIUTIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND Q SANITARY SEWER MANHOLE Q Q FILTER FABRIC FENCING VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED ARCHITECT UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEY FURNISHED BY KORD S. KURISU J 0 WATER MAINS —W W RAIN WATER LEADERS (RWL) OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND 13028 HARBOUR HTS. DR. _ Ca • SURVEY. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO — LLJ CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY. MUKILTEO, WASHINGTON 98275 LI H I— FIRE HYDRANT AND FDC + a CLEANOUTS (C.O.) SS AND SD o o (425) 870-0368 V Ce NO ir CONTACT: KORD KURISU _ O WATER METERS SI INTERCEPTOR AND BIO—SWALES -p ---> ---> Z WATER VALVES 38C 381 181 CEMENT CONCRETE •. ° O a N_ la FITTINGS WITH THRUST BLOCKS III }-r )4 7-4 4STUBBED do PLUGGED UNE ] CODE INFORMATION IX ___> � __.> — ZONING: R2 SURFACE WTR AND PIPE -- — — � EXTRUDED CONC. CURB SHEET INDEX W DIRECTION FLOW CONSTRUCTION TYPE TITLE SHEET & VICINITY MAP C-1 VN > — BUILDING AREA: EXISTING CONTOUR LABELS — _ do CURB GUTTER (457)— EXIST. BLDc.=1,306 S.F. DEMOLITION AND TESC PLAN C-2 ADDI11ON= 1,194 S.F. UTILITY PLAN C-3 -- TOTAL = 2,500 S.F. PROPOSED CONTOUR LABELS --��—....-e� ASPHALT CONCRETE PAVEMENT � _ -T OCCUPANCY: B OCCUPANT LOAD=25 F- GROUND SPOT ELEVATONS (TENTHS) + MI /121-4 IONS WALL —m PARCEL NUMBER FINISHED SURFACE ELEVATIONS + 7SJ5 ROCKERY WALL CattlItill P57859 SHEET TITLE: H (HUNDREDTHS) CIVIL N 1000 00 LEADERS COVER COORDINATES, do / E s000.00 CONCRETE RETAINING WALL SHEET SAWCUT UNE (ASPHALT AND CEMENT CONCRETE) SHEET NO. C _ I Plot Date : 20041012.1433 File : 0:\Dci—Civil\2004\04-12-024—Verizon—HartLake\dwg\04024p1n.dwg nsweere SECTION 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M. ii (V ti t 11"1. EQUIPMENT MASTER SCHEDULE GENERAL NOTES GENERAL SYMBOLS DUCTWORK SYMBOLS h RETIRED EQUIPMENT EQUIPMENT ID NO. MANUFACTURER MODEL NO. SERIAL NO. _ _ ems 7/12/06 INSTALL SEISMIC BRACING FOR ALL DUCTWORK, EQUIPMENT AND PIPING x x x ITEM TO BE DEMOLISHED PER U.B.C. REQUIREMENTS. El DUCT SECTION - SUPPLY P-7 PLUMBING FIXTURE IDENTIFICATION ® MECHANICAL DRAWINGS ARE DIAGRAMATIC IN NATURE, AND DO NOT N 0 DUCT SECTION - RETURN NECESSARILY REFLECT EVERY REQUIRED OFF-SET, FITTING OR ACCESSORY. ! ) "frI HP-121 EQUIPMENT IDENTIFICATION COORDINATE INSTALLATION OF MECHANICAL SYSTEMS WITH BUILDING W 20/12 RECTANGULAR DUCT (INSIDE DIMENSION) ADDED EQUIPMENT EQUIPMENT ID NO. MANUFACTURER MODEL NO. SERIAL NO. STRUCTURE AND ALL OTHER TRADES. CEILING DIFFUSER MARK 20112 L LINED DUCT (INSIDE DIMENSION) AHU-I - MCQUAY CAH012FDAC THE MECHANICAL CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO DIFFUSER FACE SIZE BEGINNING WORK IN ORDER TO OBSERVE EXISTING CONDITIONS. VERIFY FCU-2 - MCQUAY CAH012FDAC EXACT SIZE, LOCATION AND CONDITION OF ALL EXISTING SYSTEMS, DUCTS c f ` DIFFUSER NECK SIZE 20"0 ROUND DUCT PIPES, U11LR1ES AND BUILDING STRUCTURE. W ci TT 24-10 CD-""` TYPE (CD = CEILING DIFFUSER) CU-1 - TSI CD10 VERIFY VOLTAGES AT THE SITE PRIOR TO ORDERING ANY EQUIPMENT. 300 CFM-�- DESIGN CFM I nix CONNECTION Z CU-2 - TSI CD10 O t0 GRILLE MARK \ A \ 90' CONICAL SPIN-IN FITTING EF-1 - GREENHECK - 4U% CL Z �j GRILLE LENGTH J = =O — 0 / GRILLE WIDTH 5) TURNING VANE 24-12 RG"'-` TYPE RG = RETURN GRILLE CO CO Q CO .e 300 CFM EG = EXHAUST GRILLE C I CEILING DIFFUSER ENERGY CODE NOTES -" Q 3in- SG = SUPPLY GRILLE = N TG = TRANSFER GRILLE N RETURN/EXHAUST/TRANSFER GRILLE MOTORIZED DAMPER SCHEDULE o k'v DESIGN CFM I0 FLAG NOTE I VOLUME DAMPER MARK DISCRIPTION FUNCTION SIZE, W x H MODEL REMARKS rn Y EACH SYSTEM OR ZONE THERMOSTAT SHALL BE CAPABLE OF A DEADBAND OF. D MOD-1 OSA MODULATING 48Wx78H RUSKIN CD-36 AT LEAST 5' F. WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ENERGY IS g —® MOTORIZED DAMPER SHUT-OF OR REDUCED TO A MINIMUM. SEE SPECIFICATIONS. DETAIL REFERENCE MOD-2 RETURN MODULATING 40x18 RUSKIN CD-36 EACH HVAC SYSTEM SHALL HAVE AUTOMATIC CONTROLS WITH A MINIMUM SEVEN aNN -® COMBINATION SMOKE / FIRE DAMPER DAY CLOCK CAPABLE OF BEING SET FOR SEVEN DIFFERENT DAY TYPES PER 1..�.� DETAIL NUMBER MOD-3 RELIEF MODULATING 48Wx6OH RUSKIN CD-36 a WEEK. SEE SPECIFICATIONS. O TEPI DRAWING ON WHICH DETAIL IS LOCATED --® DUCT SMOKE DAMPER PROVIDE GRAVITY BACKDRAFT AND MOTORIZED DAMPERS WHERE SHOWN ON DRAWINGS AND/OR SPECIFIED, THAT WILL CLOSE AUTOMATICALLY WHEN IT'S --O BACKDRAFT DAMPER LOUVER SCHEDULE RESPECTIVE SYSTEM IS OFF, OR UPON POWER FAILURE. SEE SPECIFICATIONS. SECTION REFERENCE QT THERMOSTAT MARK MANUFACTURER TYPE MODEL FRAME MATERIAL FINISH SIZE WxHxD MAX AIR MAX VEL 0 REMARKS DUCTWORK TRANSVERSE SEAMS SHALL BE SEALED IN ACCORDANCE WITH IN. W.G. FACE AREA, FPM SMACNA DUCT METAL AND FLEXIBLE CONSTRUCTION STANDARDS, MOST RECENT W SECTION NUMBER So SENSOR L-1 RUSKIN OSA ELF375DXH - ALUMINUM MILL 48x60x4 0.1" 500 NOTE 1. 2 EDITION. SUPPLY AND RETURN AIR DUCTWORK SHALL BE COVERED WITH I- .��rINSULATION HAVING THE FOLLOWING R-VALUES: Q NOTE: 1) PROVIDE B RIDSCREENEQFRAME AND MATCHFLANGE. BUILOING COLOR. � DRAWING ON WHICH SECTION IS LOCATED ABBREVIATIONS - DUCTS ON EXTERIOR OF BUILDING, IN ATTICS, IN ENCLOSED CEILING SPACES, IN WALLS, IN UN-HEATED ROOMS OR IN CRAWL SPACES, USE R-7. PROVIDE WEATHER PROOF BARRIER ON EXTERIOR INSULATION. REVISION IDENTIFICATION - DUCTS IN CONCRETE OR UNDERGROUND USE R-5.3 Z VSTAT THERMOSTAT 0 SENS SENSOR - SUPPLY AIR DUCTS WITHIN CONDITIONED SPACE USE R3.3 UNLESS EnFLAG NOTE OTHERWISE NOTED. CD CEILING DIFFUSER W Cr - OUTSIDE AIR DUCTS, USE R-11. CG CEILING GRILLE PIPING SYMBOLS AFT ABOVE FINISHED FLOOR AIR ECONOMIZERS SHALL BE CAPABLE OF PROVIDING PARTIAL COOUNG EVEN WHEN ADDITIONAL MECHANICAL COOLING IS REQUIRED TO MEET THE REMAINDER ARCH. ARCHITECT / ARCHITECTURAL OF THE COOLING LOAD. CONTROLS SHALL NOT PRECLUDE THE ECONOMIZER FROM OPERATION WHEN MECHANICAL COOLING IS REQUIRED. Si 1>4 GATE VALVE COP COEFFICIENT OF PERFORMANCE AIR ECONOMIZERS SHALL BE CONTROLLED BY A SYSTEM CAPABLE OF ==� FLEX CONNECTION DWG DRAWING DETERMINING IF OUTSIDE AIR CAN MEET ALL OR PART OF ALL THE RESPECTIVE -. j- OD SYSTEM COOUNG LOAD. SEE SPECIFICATIONS. --Ea PIPE DOWN EAT ENTERING AIR TEMP. m 0 10 PIPE UP ELECT. ELECTRICAL W Q W 0 x x x DEMOLISHED ITEM ER ENERGY EFFICIENCY RATING p TO 10 m U J D CONDENSATE DRAIN EFF EFFICIENCY / EFFICIENT GRILLE REGISTER & DIFFUSER SCHEDULE CONDENSING UNIT SCHEDULE LR LIQUID REFRIGERANTQUIP. INDOOR I.E. INVERT ELEVATION MARK MANUFACTURER MODEL MATERIAL MNTG FINISH REMARKS CONDENSING UNIT ELEC• REQMIS IPLV INTEGRATED PART LOAD VALUE NO. UNIT TOTAL CAP. WEIGHT REMARKS SR SUCTION REFRIGERANT RG-1 TITUS 350-RL STEEL SURFACE WHITE 60"x30" ER MFG / MODEL LAT LEAVING AIR TEMP. MBH MCA VOLTS PH (Ibs) MC MECHANICAL CONTRACTOR CU-1 AHU-1 156 10 60 208 3 TSI CD10 2170 PROVIDE LOW AMBIENT CONTROL EQUIPMENT MECH. MECHANICAL CU-2 AHU-2 156 10 60 208 3 TSI CD10 2170 PROVIDE LOW AMBIENT CONTROL (1) P.O.C. POINT OF CONNECTION COIL RAG. RELIEF AIR GRILLE TYP TYPICAL Clit FAN SCHEDULE U.O.N. UNLESS OTHERWISE NOTED :• AIR FILTER (E) EXISTING ITEMS EQUIP. AIR FLOW E.S.P. // MOTOR AREA TAG MFG./MODEL CFM IN WG WA• 77S VOLTS PH DRIVE CONFIGURATION WEIGHT SERVED REMARKS al EF-1 GREENHECK CW-070-D 250 0.25 1/30 HP 115 1 DIRECT SIDEWALL 29 BAIIERY . ci FAN AIR HANDLING UNIT - FAN AND FILTER SCHEDULE u) z EQUIP. SUPPLY FAN SECTION RETURN FAN SECTION FILTER DX COIL 0 mormi MANUFACTURER NO. DISCHARGE ARR. AIR FLOW OUTSIDE AIR EXT.SP WHEEL DIA. MAX MOTOR AIR FLOW OUTSIDE AIR EXT.SP WHEEL DIA. MAX MOTOR TYPE EFF MAX PD IN REMARKS . WG EAT LAT MAX FV MAX AIR MODEL Q M MIN. CFM IN. WG IN. BHP HP CFM MIN. CFM IN. WG IN. BHP HP . FV FPM CLEAN FINAL DEG. F DEC. F FPM PD IN WG CD HORIZONTAL 5,900 450 1.50 - 4.22 7.5 5,900 450 , 1.50 - 4.22 7.5 4" PLEATED 30 500 0.3 0.9 76.5 51.9 486 0.95" MCQUAY CAH012FDAC NOTE 1,2 zinim CF Z 0 AHU-2 HORIZONTAL 5,900 450 1.50 - 4.22 7.5 5,900 450 1.50 - 4.22 7.5 4" PLEATED 30 500 0.3 0.9 76.5 51.9 486 0.95" MCQUAY CAHO12FDAC I--- 0 EtNOTES: 1) CAPACITIES RATED AT 48' SUCTION TEMPERATURE, 56' wb , 95 DEG OUTDOOR AMBIENT. a o 2) PROVIDE LOW AMBIENT CONTROL a 0 Q a> 6 < ZQ - N 0 - 2 W `o m oo F) a GTE W.O.# 2023-B01-7B001AA ISSUE CALIFORNIA HAWAII %%/ NORTHWEST SHEET N0. One GTE Place, Thousand Oaks, CA 91362 P.O. Box 2200, Honolulu, HI 96841 P.O. Box 1003, Everett, WA 98206 V ] \---bree- Verizon Communications OF 2 �'�14 fl . td 4.• ,---4, b. Leo Dims 7/12/06 EXIST. DOWNSPOUT F- INTO EXIST. 13001 -__ 1 TEMP (E)CU-1 : - -- C� - _ -._.�__ SY� - • �.�..� - - (E)OSA SENSOR (E)18x12 LOWERS ( ----EXIS1. CONDENSER SCREEN WALL W (E)3/4" COND. DRAIN (E)12x10 INTAKE - . .. 1 -�- _.. - -II o C- I L--7C rl 1 - - - r REGISTER 300 CFM _= 1 I I �,_I _ - `\ SS ELEC. PANELS Q N Z �- H (O - �_. i,19I, Z1- M r EXIST. DRY AIR MACHINE (E)3/4" COND. DRAIN IN ® ���` -_,-____,___-.______._� *\� L.} O II X X II xO WALL WITH P-TRAP— I�Ill / /--- - - - - - - - = of PSH - FMFNUAL ' REMOTE DAMPER 15)0 CFMR FD I I 1 \ -- - CU-1 CU 2 - m < i j I SHUT-OFF DAMPER - -- x �ORATOR r I --- bl 3 -. 1 O d - ( 7 8 SR IFE 48x12 RELIEF - 1 d DOVER PANEL =28x90OA. L-1( )HRH TEMP& ` T"/ '4R '1 ALARM -- - - II — — —� -- EXIST. u z E 12x DN TO SUPPLY r _- I ..1� p y ACCES O O - _. r--� s� NSTALL CI l • Q PLENU BEL FLOOR 1-- I i .. PIPE TIG (Ej12x8 p /ix - - - + ____ DRY AIRIvBELOWDI�'O IsC X x x x x x x �> MACHINE 1----100, OA . . \ (E)60x24 OSA LOWER \ /(E)24x24 RF. P EL WITH I --------._ - , _..___ \_----_ -��. x 23x20 DRY • DAMPER IN RAISED ACCESS 20x20 I �E 1 . 1 MR MACHINE x O FLOORING 170 CFI (TYP 7) EXIST. TEL EQUIP. x x�-(� ( (E)SF-1 x J I N LTV IV E C H R M . N MIXED AIR I -- --- -- _ - - --- L _ --.. x " �r C> / PLENUM O t)1bx x ` xxxx x x x x )< E i6x6 RP _- __ x x / --- o E I S 11 I� G �� I P N) i_� x xAx N: �k� x x �c x x x x x x/ x s CFM x I ► \ - --- / - --- _ I 2x18 - - x x — C $/ o ' I E)6F-1 2-HOUR o \y ^��. / E. F.a ' ) Ir-VBYPASS TIMER S / \I�CXIS i". __ QI.IPr�_� E 12"e / XI X - - - r I (EiVARIABLE SPEED SWITCH It_, 10' (024x14 PERF. A IEL WITH --•�'- -�`t- s!�- - �I IC_.- - ... - -- - cn • DAMPER IN RAI�FD ACCESS r — — _... — x - x t Ox10 --._ -- --- _- = - _- - - - - .- - - - - — 200 CFM I �J - O 0 FLOORING 15 Cal ((lYP 141_--_-_ , I 8„0 �' -I_. 7 _----�.-' ACC-1 Ox30 _ 1 10x10 0 EXIST. TEL. EQUIP. x * (E)20x12 W_ j I...( CC-2 r - - - 150 CFM 5 x x — E 6x1 RR )1 x< x x x x x--1: x �c x x x x x x --(E)16x6 RR -EXISI. RAISE[ 10x10 �y F-1 _ �y 00 C _-- * -____ ) x s 150 cr 66-1�/ AHU-1 (ABOVE) 10x10 I Lai I0I EXIST. GABLE TIUCT ENTRY -- —'x . X .--- -- --' 800 CFid AF( rS-, F.R- - - . x ___ ____- - �•:- 12x AHU-2 (BELOW} 150 CFM I - - " Cr I 2a 1 - - - - . 12x12 �-1 (048)62-RELILF EXIST. TFL� �(1!PP. (E)12"a (E)i6x6x14 QT I EL-4 I 12z12 14x - - -. .,..-..-,-. _ 320 CFM 1 _ — 0. -.� LOWER AT RETURN FEGISTER (TYP) i�20 CFM - - . - - �. .. I Z f .. F EXIST. LAG BATTEN -- I 71 L__ _ ...Jh4x8= ._ _- III - J- 1 -- -- �- / \ / L / I v _ o o • — ICI j.- ■'' EXIST. BATTERIES EXIST- BATTERIES \/ \/ \/ �� 4� �' - 12x12 CO /\ /\ /\ 320 CFM to Y LLI (E)24x24 PERF. PANEL WITH s0 24x20 - ._ • ...... . . ., .. ... ___ - - -- \ �i W y =_ • Itr..'1 1�DAMPE �� �. x10x16 Qi FLOOR 1 O4,_�I - �I� �I - -------- ------- 1LJ 12X12 N�. - - - - - - - -_ - I 0 [00 CFM 400 CFM-1 1 400 CFM 32x CAM-\ N I L-2 O - - 4 1 _ 1 . .._. .. 71 ,. OUTSIDE AIR _..---- © 30x18--__.._ 1'Sx1.8_:_ -,... ° - -- ---=-'- V 71 TEMP. SENSOR O — — _ -- — \ 1111) DEMOLITION PLAN o i EISTi fG =_Q�.)11 E E�EA __ N S3 (in 1OX10- - - -,-.4 12)44_, , - - 10x1D - _._ - vNCt 400 CFM- 1 / \-400 CFM NEW EQUIP. AREA OD 12x12 CFM p 300 CFM� - O .r - y O .- ---- ------- - •- __ -__ . ............—.. ._____._ LU DEMOLITION NOTES: 12x12 320 CFM RELOCATE (MO-1 FOR TEMPORARY A/C. DEMOLISH 24x2 -- AFTER NEW SYSTEM IS OPERATIONAL CONTRACTOR - - ---------------___._.._ -_--. SHALL PROVIDE TEMPORARY A/C DURING RELOCATION .::: : - i OF (E)CU-1. PROVIDE (2)5 TON A/C UNITS OR "A- "�'' _ - 411:11( 10x10 F:Gr--' 12x14 ` 10x10 - 1501CFTJ EQUIVALENT. 0 - __ _ _ ---- --1-� ��� -- - T CO DEMOLISH EXISTING FANS, LOUVERS, DAMPERS AND I k-200 CFM I 2� C \-200 CFM 0 mini ASSOCIATED DUCTWORK. EL-3 I -I - - - - _- _- -- - Q © DEMOLISH E AC-1 AND ASSOCIATED DUCTWORK AND - _ -------_. ___--- - ---.---_. _-_---._.__---- -- CONTROLS (AFTER NEW SYSTEM IS OPERATIONAL. �__.._._. . . .. _ -- - - --._ __.--_------ -_--__---- ________ --- - - - --- 2Fun CLOSE DAMPER IN PERFORATED PANEL. TYPICAL 26 0 Si 0 z Z PLACES. O= EF-1 c: F_ 0 0 0 0 ci Q MECHANICAL FLOOR PLAN o Q z Q ® 1/4" = 1'-0" o 0 w = 5 § @ > m M ¢ GTE W.O.# 2023-B01-7B001AA ISSUE CALIFORNIA I HAWAiI VA NORTHWEST SHEET NO. One GTE Place, Thousand Oaks, CA 91362 P.O. Box 2200, Honolulu, HI 96841 P.O. Box 1003, Everett, WA 98206 . V _ 2 \0000.0,:00....r. Verizon Communications • OF 2 ADVANCw ELECTRICAL S>R1ACES ES 192 NICKERSON, SUITE 306 �� G. RR/� SEATTLE, WA. 98109 s' I 206.282.6364 ph. " 206.282.6368 fax R 0 1: �:: alai aesOnetzero.net CC�� Ini ' 441Or :^ " PROW&REINFORCED CINCRETE mwv10NAL O r t. POLE BASE .SEE DETAA! EXPIRES 10 25 05 i :, , , :(., • I 4. \ . . . . ... .. ... ... ... .. ... ... LLI c CUT A•PA1CPl NN / ASPHALT DRIVEWAY l = In C.) N i I Ct ° DD _ c[ 0ZCo /�/. = ~ MO v/�Y/ wZ 1 _.. ;... � m Q oO i \ ram co= v r , �.I ANCHOR BOLTS ON J - • SUPPLIED WITH Y r� • EXTEND #10/3 W/GND. NMC LUMINAIRE POLE. f TO LUMINAIRE CONNECTIONS INSTALL PER MFR. INSTUCTION. 1" CHAMFER EDGE 0 45' Q \ ' Thin GROUND BUSHING r:/ PLOE HANDHOLE UGHT1NG POLE, AS SCHEDULED 0 4 " 0 i 24 " ') %` ` GROUNDING LUG El / #8, THNM, CU. ,,,,,,,,,,,,,,,,,,•.,,..,.,,:,.,..........,.,.....,....._.:,...........................,,... ...........,.........; NEW G19V o 1/4" RE-BARS (HORIZ.- TYP.) — ' `� ' 3/4" CONDUIT W/ BUSHING a NEW GROUND/WM 'O , �' NEW CAYDENSE 'S l' d Q a' i ♦ FINISH GRADE < GRADE a 1 G : ` II . NEWfI/LTANK ANCHORBOLTS (4) �Til �• CAMEO NE►YLEAD® dE ° IT `' ' Till \' TU N£W GROUND RIN ' CONDUIT - a `CONDUITCADTIEZDNEW"hp NEW G. \ / ' » 7 • � -t (3/4" MIN.) N TO 7!1 EAST. GROUND"hp ADDITION C ' --- BARE COPPER ` _ _ _ • - - n. R R \ ;; flr - _TO GROUND ROD a FINISHED GRADE _ _ _ ° - \ \ , � a I a o♦ REMOVE MOUND —f lT �\ \ \ ,n ,�� n ,n 11 Q „ n , 1(1 I11 „ ,r ur 4 `C' I � V RING UNDER NEW SZAD I =�11=T1T= -(1�=�_ =�_ )TI- —)r d re N . ITf=iTf I _ _ _ _ arr * tx �1 --Lif �I 11=- I- CTe ` c ° �-� stir - / " O' -rr - -m m m e m—m m�— —m m VERT. 3 8 RE-BARS -_o Z ° 12 1/2" CTRS. 14"DIA. �J a 60" a. REINFORCED CONCRETE a m * REMOVE-GROUND -- " " CAST CONCRETE EXIST._E3LL1G RING UNDER NEW SLAW \ } GROUND ROD BASE. SEE DETAIL BASE ° d ° C m W e NEtV BLOC .. 0 \ ��Q w ABANDON tow() \LEI' 0"t a m CC TnMG� o �' oa0m NEW GROUND EZECIR004 s/e"x B'GALVANIZED REEL © !GROUND RING(T TO / 1 B" DIA. / EXIST. G1P0/NOR/NG " , ' AREA LUMINAIRE POLE MOUNT DETAIL TOREMAIN(T9PJ 7. 5 `* 4.._____ * * , NTs AREA LUMINAIRE BASE DETAIL NTS D * * ,„ „. __w_ v, v . , , LUST. LEAD® , , * * �� ; (I) TO MGB "' GAD{ft:ZD NEW GROUND * ::'' .`\ RING TO EXIST GROUND RING 0 rt• ....,..• ELECTRICAL BOL SCHEDULE, , . 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I2�1 AUT?IUAnC TRANSFER slro1cll Uimilm z I MAINTAIN PROPER CLEARANCE BEiNEDV AC POKER 15 AA.% GROUNDED DUPLEXRlcrrUcr = O AND TELEPHLTNE CABLE DUCTS C�DINATE INIH oW 15 AMP, GROUND FAGOT atriaRRl'PT,'tOI g H- If-W W, HMI MEATThFWCOF a7VMRCC 2 GROUND RING TO BE INSTALLED PER IER/ZOV O PNOTGiRECTRIC all O p PRACTICE, MN. X"BELOW GRADE. NO BENTONITE /i NEW PANEL (_) Q g f1LL REQUIRED a. EAMING 3. GROUND/NOELECTRODES O4 CONDUCTORS iNTNIN 6' En ,LR PANEZ ZO Z OF FENCE OS MUST BE BONDING/NCYC/D/NG METALLIC En SURFACE-MOUNTED.11Nenay sox N Clib 8 O RUSH AIMED MOONMOONBOX ce I IS DOOR CONTACT m ® SURGE . i°RESSOR > co m 0 'HERMDSMT r r LUSIINC GROUND BAR GTE W.0.# 2023—B01-7B001AA ISSUE NEWBRANa1 aRaXTRY '/// NORTHWESTSHEET NO. \ NEW EMERISKYaRcuuRy CALIFORNIA HAWAII r N NEW MINDING aRanlRY One GiE Place, Thousand Oaks, CA 91362 P.O. Box 2200, Honolulu, HI 96841 P.O. Box 1003, Everett, WA 98206 /'-'-♦ LISTING CRQ'AIRT TO P11(4W i'lN MOWRY NIMIIIIIIII -C MOUNDING ELECIRA7E b.vrra"5 Y aw's"i it 0,0000 too Verizon Communications OF 2 '-iieiririfill„id verinn WV 9 L: LZ• L L tr00Z1Z0160- L 3DtYd L L1l0J\'Vl L3 3>IY111JVH -*-, . . ] 1 � R�Ic ,�4 •Q 47AA r'rivvict 1 • 3M`rR Q Nq`8$ WIRES 10 26 06 as14'Q`F(''�IItU7�fS',//N/���N�.A9. U ' I• � N� • % W • � ZPbo i .4l,. I ..4): .. , _ • f;? : B B ,.} LIGHT W OVERRIDE : = N CO`� It: sNllt7l(/sp) oN k- F K<1c MOUNTOrs'` ,:,..:.,, :1 CO 3 PLAN NOTES - LIGHTING (7341i . i;y I co D VERIFY DOSING BRAND/ C/RCYRlRY. RECORD BRANCH CROWSON AS-BU2T BR4NNGx ;;, A :, 2 REMOVE'WO?ESCENT UGJTING FUTURES AND REZAIED BRANCH C/RCUITRY AS INDICATED ON DWG'S ,,, `.-' P:, :_..:'.. 1. FED }.. i Z RENSE ExlS7/NC BRANp/ CIRCUITRY*AS RE6MJlREA TO MA/NTAIN DUNG BRANCH CIRCUIT CONANUITY 'r, z K TYv 'YT' I AND "IXT UGNT' rx, s. a•r � u �a apt: �t� a I D EM' PANEL �1 I'1 li A PROVE 2 SPST SYNIt2/ES MN PLOT LIGHTS Se dl SO. LABS $YT RECEP" i.r, ;v. i xY;-.,vf»;'rr';j..','r"r, :r:'t,:r.":,.:."Y..,.r..:rr: . ,pry:A ! i.� ..._.. .. .... . „ .... . . ... . . .... ' . . ... ., ....__.... . .. .... ,..._ ,,. .. .... .,.. ., . .. ... . „ • . r- "".... , 5gig/ CONNECT TO &7SYNO FRAME UC,H11NC AS D/RECIED BY VERIZOl.. •, ' to �S,� i • r} is L . •. A A A ri: O CS • _`_J. 1 ! .11 ' o 5: R re"; i rr 1 . .k L Lid JR I r .^R .. JR3`� $ R r r, Q.R. . I Itr'l (%l 4 STR .. z ' . R i ; • 1 i q1 Z r H�: 'JR , ' b R' i 1 Ice i . . Gua: • R$p17 r 41 B I I !! T T r •• � • Ii • Z`r * 2/: -+/ ! �-- - -, - ---- • i / / , i l.. • • i • m . ._ :. . i .; , Y: ; . , I• • + /3 i. i . of oa- o + + . ..... I r • t • !'y ! L �f i r iH: i';.. • I ir-1` ., ' ..E-...,_._17" ..:i • '"' '..;.• r_ L.r__r.i+-+_.__r-:_i_9..._11 ' f'-__-11 i• ti•'i ., .. .. i!� ! > I� i . . . . .. . . . , :, i: . • i t . ..v:: . ::... F,; ,1;: ! • • LIGHTING FIXTURE SCHEDULE ... is 11: TYPE DESCRIPAON MFR. & CAT. NO. 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CCsVn'rc'11C " i BLOCK M Q M tsj TO GROUND & 2 NEUTRALS , TO SURGE OPPRESSOR 1 Q Cr CO = CC FOR LENGTH OF CABLE RUN or 0 d o m WHICH IS AS SHORT & STRAIGHT I TERMINALS BY GTE ALARM AS POSSIBLE L J SUB-CONTRACTOR. 2 /18 ALARM HIRING IN1/2 ' EMT SURGE SUPPRESSOR CONNECTION SURGE SUPPRESSOR WIRING SURGE SUPPRESSOR ALARM WIRING J NTS NTS NTS (/1) 4-350 KCM, TRW CU CC 120/10BV, 3!, 4W, SN IN 3'C W 4Y 2�G 300A, NE1/A 1 AURTMA1C •- R- R -) TRANSFER STITCH. ' ONANOTIII. NEW SURGE l LLJ SUPPRESSOR Y 4/I RAY CU IN 2"L: 1-11 400A/3P/SN/SE/NEMA 1 ,- R -\ R ( LJJ -)TO INVERTER (E) R DISCONNECT SWITCH IV 3 ® .IB • i FAQ I 300 AMP C.L. FUSES 10"x111"x10'AMA 3? �i.N R I ` ot/NCILRV BOX RF - - +- 1 1 rr -1 r - --1 I- � BO KW MESEI•, -I I- - -I f ENCLOSUREPETPSE • GENERAlA4PAN L I I P Ng I I I -ilk N E1vr j---)1 i p� i1 1iPN i1 Iiil FI - T R- r- ei �LAINVI 8 MI �•---+ I I T* I I I p I I ILH-W I I II IRL - - - J IILH-W kral-_ _J I I - J IBASEPE7QPSE CT ASI L J I I QI -�- J L —I— J R L-t-JR L - - J L —T. - JR I� J , I I 1%'c. J ' GENERATOR O M7S - R F- L Il I i ----R R — M-14 R- _ \ if NEW U.C. SERVICE ENTRANCE, \_ GENERATOR/NIERFAGE so 0 c _ A9 BOX AS SPECIFIED. 1'FA4 CONTROLS - ���� O < �' 120/20BV, 30, 4W, 300 AMPS. U Q -r--- 1B'FZEY /� c m R -' b / CONNECTION Z V Z > 4-350KOl,, ll1W / \ < u CUM4'C. (ROUND PER NEC ON _1 O r EXISTING POWER RISER NEW POWER RISER &LOCAL CODES _ - s NTS NTS L1J 5 8 c ca Ma GTE W.O.# 2023-B01-7B001AA ISSUE CALIFORNIA HAWAII a4 NORTHWEST SHEET NO. One GTE Place, Thousand Oaks, CA 91362 P.O. Box 2200, Honolulu, HI 96841 P.O. Box 1003, Everett, WA 98206 EN111111114 d' a' � " A Verizon Communications OF hlvOZ:99: l. t 17003/lO/60- 1 90Vd l LiflOJLV1 h3 DIV11dVH -M-, a. LANDSCAPE INSTALLATION NOTES: • LEGAL DESCRIPTION EXISTING LANDSCAPE LEGEND - PLANT REMOVAL:�►JERAL NOTE a / REMOVE ALL TREES AND SHRUBS SHOWN ON PLAN TO BE ELIMINATED. TAKE LOTS 6 THRU 10, BLOCK 2, KING'S FIRST ADDITION TO THE CITY OF ANACORTES, ACCORDING TO THE PLAT THEREOF, o o 38.O O CARE WHEN WORKING WITHIN THE DRIP LINE OF ANT TREES OR SHRUBS TO w F' t- I. General Contractor Is responsible for aompllonu with F _ AS RECORDED IN VOLUME 1 OF PLATS, PAGE 42, RECORDS OF SKAGIT COUNTY, STATE OF WASHINGTON. t� l- l- oll local codes and ordinances. All construction shall - _. -- -- -- REMAIN THAT ROOTS ARE NOT DISTURBED IF ANY ROOTS OVER I/4' IN DIA �+ _ X - X X - X ARE DAMAGED THEY SHOULD BE CLEANLY GUT. EXISTING MALUS FLORIBUNDA k' - \ a CT;With the following Building codes (latest editions), IF A PLANT CANNOT BE REMOVED WITHOUT DAMAGING THE ROOTS OF A FLAN? JAPANESE FLOWERING CRABAPPLE TOGETHER WITH THOSE PORTIONS OF VACATED 'N" AVENUE AND ALLEY ADJACENT TO SAID LOTS 6 THRU 10. '" 'J = N ' ar A. Uniforms pi,,nrir Cade TO REMAIN, IT SHALL BE CUT OFF FLUSH WITH THE GROUND AND THE CUT AREA .1 0 w Y ; t D. Uniform Plumbing Gods Q qn f, C. Uniform Mechanical Cod. TREATED WITH ROUND-uP oR EDJAL PER LABEL DIRECTI0M5 ALSO TOGETHER WITH THAT PORTION DESCRIBED AS FOLLOWS, D. Notional Electrlool Cods DISPOSE OF ALL PLANT MATERIAL DEBRIS AND LITTER FOUND WITHIN THE i �� a 6 If local code, and ordinances are more stringent, EXISTING PLANTINGS OFF SITE. �„ COMMENCING AT THE NORTHWEST CORNER OF LOT II, BLOCK 2 OF SAID PLAT; THENCE NORTH 89 DEGREES 56 MINUTES x Contractor shall comply. EXIST. OHAMAECYPARIS OBTUSA 30 SECONDS WEST A DISTANCE OF 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 N Nii 2. General Contractor ad all subcontractors shall apply GRADING' DEGREES 56 MINUTES 30 SECONDS WEST A DISTANCE OF 38.01 FEET; THENCE NORTH 00 DEGREES 40 MINUTES 36 / ' for ad pay far all applicable permits regired far the I AFTER EXISTING PLANT MATERIAL HAS BEEN REMOVED AND IN NEW PLANTING HINOKI CYPRESS C.` • wank under this contract, AREAS, SUBGRADE SHALL BE RAKED SMOOTH. REMOVE ANY ROOTS GREATER SECONDS EAST A DISTANCE OF 240.01 FEET; THENCE NORTH 8q DEGREES 56 MINUTES 30 SECONDS WEST PERPENDICU- 3. General Contractor shall verify all dimensions and THAN I/2' DIAMETER TO A DEPTH OF I2'. LAR TO AND PARALLEL WITH THE NORTH LINE OF THE SOUTH HALF OF SECTION 25, TOWNSHIP 35 NORT1•I RANGE I �, existing conditions before starting work. Notify - IN NEW PLANTING AREAS WHERE SOIL LEVEL IS MORE THAN 3' BELOW FINISH EAST, WILLAMETTE MERIDIAN, A DISTANCE OF 100.52 FEET TO A POINT ON THE EATERLY RIGHT-OF NAY OF "N" AVE- Architect of any dlscrepaxiw. GRADE Of ADJACENT PAVING ADD TOPSOIL. FINISH GRADE OF NEW PLANTINGPLANTINGHUE: THENCE NORTH 00 DEGREES 37 MINUTES 44 SECONDS ALONG THE EASTERLY RIGHT-OF-WAY OF 'N" Demolitions, Seca w r, removal d all ork shall be performedAREAS SHALL BE CROWNED 6f' ABOVE ADJACENT PAVING IN 5' WIDE PLANTERS. EAST, AVENUE, •• with a minimum of Interruption of the Owner's normal TOPSOIL TO BE LOCALLY AVAILABLE 3-WAY MIX. PROVIDE LANDSCAPE ARCITECT EXISTING PRUNUS LUSITANICA A DISTANCE OF 38.00 FEET TO THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY OF "N" AVENUE AND THE NORTH , Seines* routine. Confer with the local building • WITH SOIL ANALYSIS PRIOR TO INSTALLATION. FAX INFORMATION TO - PORTUGAL LAUREL LINE OF THE SOUTH HALF OF SAID SECTION 25; THENCE SOUTH 89 DEGREES 56 MINUTES 30 SECONDS EAST, ALONG , manor end 's Representative and coordinate prior BURROS DESIGN GROUP AT 425-771-5653. THE NORTH LINE OF THE SOUTH HALF OF SAID SECTION 25, A DISTANCE OF 138.56 FEET TO A POINT THAT BEARS ' to any dwnolitla,tlon work. IF TOPSOIL WILL BE INSTALLED TO A DEPTH OVER 3' IST SHALL BE SPLIT INTOCl;1 EXISTING COTONEASTER PARNEY 6. Unless specifically noted or otherwise indicated, all • TOW LIFTS BLEND THE FIRST LIFT WITH EXISTING SOIL TO A DEPTH OF 6'. o NORTH 00 DEGREES 40 MINUTES 36 SECONDS EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 00 DEGREES U renamed or salvaged materials become the property of the ; THE SECOND LIFT MAY BE APPLIED OVER THE TOP OF THE AMENDED SOIL AND N.C.N. 40 MINUTES 36 SECONDS WEST A DISTANCE OF 278.01 FEET TO THE TRUE POINT OF BEGINNING. W Contractor and shall be removed from the site. BLENDED INTO IT DURING PLANTING. 6. Adequately protect all of Owner's equipment from damage GRADING SHALL BE DONE IN SUCH A WAY TO PROVIDE POSITIVE DRAINAGE AND EXISTING EVONYMUS ALATA and malfunctions due to dust and debris caused by work ELIMINATE WATER FLOW TOWARDS BUILDING OR ADJACENT PROPERTIES If ANY • AND ALSO TOGETHER WITH AN EASEMENT FOR THE PURPOSE OF INGRESS, EGRESS AND UTILITIES OVER, UNDER AND in this contract. Coordinate protection procedures with X DRAINAGE PROBLEMS ARE ENCOUNTERED DURING GRADING CONTRACT OWNER'S WINGED EVONYMUS ACROSS THAT PORTION DESCRIBED AS FOLLOWS the Owner's Reprewntalw ad local buldig manager. REPRESENTATIVE. BEGINING AT THE NORTHWEST CORNER OF LOT II, BLOCK 2 OF SAID PLAT; THENCE SOUTH 00 DEGREES 40 MINUTES r n 7. General Contractor is responsible for proper coordination of the work of all trades, ad to insure i PLANT INSTALLATION EXISTING GISTUS COREARIENSIS 36 SECONDS WEST, ALONG THE WEST LINE OF SAID LOT It, A DISTANCE OF 100.00 FEET TO A POINT ON THE NORTH U N that all for conduits ad piping o» provided 1('/ i 52 INSTALL ALL PROPOSED TREES AND SHRUBS SO THEY ARE PLUMB AND AT RIGHT-OF-WAY OF LONGVIEW AVENUE; THENCE NORTH 89 DEGREES 56 MINUTES 30 SECONDS WEST, ALONG THE NORTH N pp for ad properly located, coordinate with -�L -- X-_ == __ X _- X PROPER DEPTH. ROOTBALLS TO BE I' BELOW FINISH GRADE ONCE MULCH IS ROCK ROSE RIGHT-OF-WAY OF LONGVIEW AVENUE, A DISTANCE OF 10.00 FEET; THENCE NORTH 00 DEGREES 40 MINUTES 36 SECONDS Li C) subcontractors. APPLIED. NO ROOTBALLS SHALL PROTRUDE FROM GROUND. EAST PERPENDICULAR TO AND PARALLEL WITH THE WEST LINE OF SAID LOT II A DISTANCE OF 100.00 FEET TO A 6. All cutting of concrete or masonry shall be performed ' STAKE ANY TREES OVER 6' HEIGHT WITH A SINGLE 2' DIAMETER PRFSS'IRE EXISTING GROUNDCOVER ' ' with carbide-Upped power driven tools. All cuts shall TREATED STAKE DRIVEN AT AN ANGLE. TIE TREE TO STAKE LOOSELY USING POINT THAT BEARS NORTH 81 DEGREES 56 MINUTES 30 SECONDS WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 4 tow be were and true. CHAIN LOCK OR EOtJAL. TIES TO BE REMOVED BY OWNER AFTER ONE YEAR. HEDERA HELIX BALTICA ENGLISH IVY 89 DEGREES 56 MINUTES 30 SECONDS EAST M DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING. ii i\ Ti-. ►`� Q. Remove oil exposed aaadorwd electrical and mechanical PRLANT MATERIAL SHALL BE IN EXCELLENT CONDITION WHEN INSTALLED AND 0``� O 0 equipment. Abandoned piping ad conduit may be left in err SHALL CONFORM TO LATEST AMERICAN NURSERYMAN'S ASSOCIATION STANDARDS NEW LANDSCAPE LEGEND \law C' ' piece if concealed behind existing surfaces. Cap all FOR SIZE AND BRANCHING. AND ALSO TOGETHER WITH THE SOUTH HALF OF TAYLOR STREET ABUTTING LOTS 6 7HRU 10, BLOCK 2 OF SAID PLAT. ? abandoned piping. e ' , if WORK 15 INSTALLED DURING THE GROWING SEASON, WATER PLANTING PIT` 10. Patch and repair work to match existing adjacent BEFORE INSTALLING PLANTS. FILL PITS WITH WATER AND ALLOW IT To DRAIN. AND ALSO TOGETHER WITH AN EASEMENT FOR THE PURPOSE OF INGRESS, EGRESS AND UTILITIES OVER, UNDER AND CO^ work in. Patch all surfaces damaged r disfigured by WATER PLANT MATERIAL THOROUGHLY AFTER INSTALLATION. Q work under this contract, including holes left by .....• NEW CHAMAECYPARIS OBTUSA ACROSS THE SOUTH HALF OF TAYLOR STREET ABUTTING LOTS 1 THRU 5, BLOCK 2 OF SAID PLAT. COv! CC .. removal of existingitems or equipment. �" '. ''�'i•• :(1. �� Q tlS HINOKI CYPRESS (6-6 HT.) II. General Contractor shall be responsible for maintaining F./,IST. HOUSE REMOVE ALL WEEDS ON THE SITE ""A'""""' AND ALSO TOGETHER WITH A 38.00 FOOT CONSTRUCTION EASEMENT FOR THE PURPOSE OF EGRESS TO BE IN LL = N buiding security at all times. AFTER INSTALLATION OF NEW PLANT MATERIAL TREAT SITE WITH APPRGPRIATE INGRESS, O 'd' 12. Finish notes may not specifically cover all conditions , PRE-EMERGENT HERBIOID£ TREATMENT TO B� DONE BY A LICENSED APPLICATOR �' `°"'`"•'•• EFFECT FOR ONE YEAR FROM •THE START Oi' CONSTRUCTION OR THREE YEARS FROM THE PURCHASE OF PROPERTY P1p Li... M the building, however, they shall be used as a ' PROVIDE OWNER'S REPRESENTATIVE A LETTER STATING THAT TREATMENT HAS NEW PHILADELPHUS LEWISII WHICHEVER COMES FIRST, DESCRIBED AS FOLLOW: N J standard guide For similar coordinate Clore. OCCURRED AND WHTAT PRODUCT WAS USED. INCLUDE ANY RECOMMENDATIONS ... : 13. General Contractor shall coordinate on-site pa-king with FOR TIMING AND METHOD OF FOLLOW-UP IN ENT3. MOCKORANGE (5 GAL.) F7 Y N the Vrizon Ste Supervisor. p COMMENCING AT THE NORTHWEST CORNER 0= LOT II, BLOCK 2 OF SAID PLAT; THENCE NORTH 89 DEGREES 56 MINUTES • 14. General Contractor shall coordinate on-site tool and 30 SECONDS WEST A DISTANCE OF 10.00 FEEL' TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 O materials storage with the Verizan Site Supervisor. CO MULCH. (4' SPACING) DEGREES 56 MINUTES 30 SECONDS WEST A DISTANCE OF 38.01 FEET; THENCE SOUTH 00 DEGREES 40 MINUTES 36 2 PROVIDE LANDSCAPE ARCHITECT WITH SAMPLE OF PROPOSED B ARK MULGIJ AND NEW COMPACT OREGON GRAPE ANALYSIS MAHONIA AOUIFOL UM 'COMPACTA' (5 GAL.) SECONDS WEST PERPENDICULAR TO AND PARALLEL WITH THE WEST LINE OF SAID LOT II A DISTANCE OF 100.00 PROTECTION NOTE AFTER PLANT MATERIAL HA5 BEEN INSTALLED, FINE GRADE DISTURBED PLANTING "`���✓✓✓���" FEET TO A POINT ON THE NORTH RIGHT-OF-!NAY OF LONGVIEW AVENUE; THENCE SOUTH Bq DEGREES 56 MINUTES 30 nCa ecessaryforEAST, AVENUE,precautin to protect Vriton's egpipmant and MULCH OFF CROWNS OF PLANTS. NEW BROWN'S YEW (5' SPACING) furnishings from dust, debris ad water darer. due to any INSTALL 2° COMPACTED DEPTH OF MEDIUM BARK IN ALL OTHER LANDSCAPE AREAS TAXUS MEDIA'BROWNII' (5 GAL.) BEARS SOUTH 00 DEGREES 40 MINUTES 36 SECONDS WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 00 O cork of this Contract. Special consideration shall be Of SITE WHERE BARE GROUND IS SHOWING. ���.V DEGREES 40 MINUTES 36 SECONDS EAST, PERPENDICULAR TO AND PARALLEL WITH THE WEST LINE OF SAID LOT II, provided during the roof construction or when providing new J openings in the building envelope. Under no crcuilding s INSPECTION. I NEW EDWARD GOUGHER ABELIA A DISTANCE OF 100.00 FEET TO THE TRUE POINT OF BEGINNING. Y will moisture be allowed to enter the interior building i LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE WILL INSPECT THE SITE. DURING ' (4' SPACING) space. General Contractor shall be fully responsible for all AND AFTER LANDSCAPE INSTALLATION. INSPECTION WILL BE FOR WEED REMOVAL, .4 ABELIA GRANDIFLORA 'EDWARD GOUCHER' costs to Vrizon for drags due to the work of this Contract. F PLANT INSPECTION AND EVALUATION OF INSTALLATION. AMY PROBLEMS FOVIIJ DURING (5 GAL.) LANDSCAPE AREA NOTE' -�- Ths General Contractor shall closely supervise the work of ANY INSPECTION SHALL BE REMEDIED WITHIN TWO WFFKS+ OF RECEIVING NOTICE OF REMOVE EXISTING PLANTINGS AS REO'D. all subcontractors od shall clean work areas w the work ' PROBLEM CALL LANDSCAPE ARCHITECT OR OWNER'S REP. A MINIMUM OF ONE WEEK NEW STRE$T LIGHT SEE ELEC. •.' • PRIOR TO DESIRED INSPECTION DATE. FOR NEW LANDSCAPE PLANTINGS A avit PE:um Co. S -OFF, 18' • fe"'e SCHEDULED. PROVIDE 3' THICK BARK/MULCH POLE MEOU TED AREA INTEGRAL PHOTOCELL 0 a o VERIZON MAINTENANCE WINDOW N ��° �. I 3�II N 158. 42' 70'0 '4 y ' •y OVER tHIS ENTIRE AREA t DARK B LITH NIA sINTEGR50M-120-POLE iC.t co a a \ fieCHANICAL ail ELECTRICAL SCHEDULINGI RPDO -PC-DOB All Mechanical ductwork ad Electrical work performed car ...... e ietirg telephone egdpnent cr busbas shall be performed ....... • - c.:......: """ _.__.. :�-...... . - _ ec •C�s • / //,r/tea -u se► �; yo!.►.r%/^// � � R ire+ -'al -OW...-.•;; s %/ Uiy s RO a of I-250 /CLEAR METAL HALIDE t+, M the Ve izon maintenance window of (II:00 PM to 6'00 AM). s eh a �i�A . ••::• .:lls's��+.fa ii;:�;di:;r: r i�•staT::.•r::;.`.::::;i:. I,�1i a!, s /i v/./:�SG1 jvdIYF�9g ffi py.g8.%��, :/'-_. __ , fit. //. / .. . eB.Ya >FV 11� „ IV A spacial Verbzn High Risk Method of Procedure Form shall • �� VAMP ,a :':.:..iirr. �. 1 •.,:i:;:tv, , pews•..... ° .1\I�.s�iA� ' I //r I/..///nut°oxtvummr�aroma//r/..+ . e mrgure� 4....-Ma.: ::.:,�i'/+./i... + ��R.a xorss3�ws� ■ \ \IAIt be ubmitted detailing this patbn of the wok. ,/ !y7J EXIST. 6 AIN LI K F L�� D N_ 1. ELEC OUTAGES eCUTOVER' ► o DESIGNATED FIRE DEPARTMEN bi EXIST. ASPHALT DRIVE Taylor Stre' t ' ),_ la 5 Contractor shell submit o detailed High Risk M.O.P. ';, p -�� `,-pCa • I 0'L ( ] Q'I TURNAROUND AREA for all machoniwl (Including HVAC controls) and I -�«- N , (V , electrical paver o and related work it ' ����� , / I PROVIDE ASPHALT PAVING AS -EQ D. ::� ..0" v J review end approval by the Vrizon Slte Supervisor, SAW-CUT REMOVE t PATCH EXIST. �� F by FORA 30' RADIUS TURN 5 O Owner's Froze Representative, And AroNtect. fi v. _ �^ - ,.... anti ASPHALT PAVING FOR ELEC.-WORK -- if t"J tD - w Submit the Hlgn Risk M.O.P. two weeks prla to .Q-�/ ��EXIST. ASPHAZf �.V!NG :.. ;;:;:;;: �� - �l y! oommyy proposed mechanical or electrical work. All / ' :,i: ; --� -_- �� p Cr) M p so ad approved °store rhos occur durYq �I 'co 30'R `'• :>:{`. '4wA'N" iw� •� 0 below C,RUS."D RICK SURFACING > ID m k the Ver!sm Maintenance W (II�00 Fv''n te 6�00 am i :•::. �7 W - _J For Meth. ad 1200 midnight to h,00 an for Elac.) y`� \ / %:' _ 2x4 PRESSURE TREATED O N. Refer to the rbchanical and Electrical specifications For _ n^ u o APPRO. L :ATION-- �� WOOD SCREED / AS .4 ECIFIiD ON CIVIL DWGS. oddltloral information ad req,irwmwnte. C pn'� EXIST. W,•"rER LNi I t G �[11.1 _ :' o FINISH GRADE 9NEW PIPE B LAt DS ? _= o -..- J _ I O Lit( RISK ACTIVITY MIbRK �. �S' P(� �/� )J,,,, NEW ACOUS r - =11-I X ou0 0 . 0I Z 4 �I_T=I� 1 G !` Contractor shell submit a detailed written schedule �j :C'REEN WAL.. �'" -� C; T=D l)1T-r ao • . , } 8 t h Risk Activity Method of Procedure Form fkl :400)-•�C -- �NE.^I uEN - �"' :;::;::•:::� O 1 ti'., ^•��J -� r�r'�" T � m W a mechanical (including HVAC controls) and 1 1 kELOGATEI I rr IT } , dectrlcal pawn o loge• and cot aura for ) 6 FUEL 7ANI 1 �S ;' ;'`' O PRESSURE TREATED " ' 111I c m 0 I review and approval by the Varizan Site Supervisor, (h - REL ATED YARD-� ? .....7 '''`'"''''"''"' d STAKES @ 36" O.C. �+ _ !i I+I " SubnniOwner's h. soh Representative, and Architect. 04 NYDR N7 •t::4EifFi:ili'r>i MAX. 1 I n OL, 1 3 . .u. 'I .. \ 5 NS x Submit the schedule a min. two web prim to start f."'r�':�m :::::. .. ' ++ w of any proposed high risk activity work. 't :••:♦ , I ' 1 :"':`bvi:ii:E; .. , I '!I I ^ Q IJ.I Work above telephone equipment, batteries, bus bars 1, NEW CONDE %Eni,.: :::•;:::: I T-[- --c,, U Q \ CC z and roofing work are considered High Risk Work. :� \` ' o .... gg •WOOD SCREED DETt� I L _�� __ I_I �� 0 Cr o le 011 High Risk Activity Work shall be performed M the al \ ,• - I \ ''• � �-" -'r ( - Verizon Maintenance Widow refer to Mech. t Elea. cc Mint. Window a Cutover Notes on this sheet. Roofing = EXIST TEL -•, CABLE DUCTS 4 _ - c SCALE0 : I" = II ON work may be performed during normal working Me. �9 --w ) - --- \ � . �r Milli '::::: m SCREED . RELOCATE c YARD \„ ,, \ O LWQ NOTE - M.O.P HYDRAI �J 0 ter Prior to the stet of any work, the General Contractor .cr I I u r - . \` shall submit a written description of the work for the l ) EXIST. BLDG '� _ "IP c p I . III foil week noting proposed work days and hoursI (Method of Procedure Form) for approval by the O EXIST TEL �- 0 !! - - - - • !•sA, :LL1 ::.'..; O �(y• Veizon Sits Supervisor. O VAULT 1- 1 I Mk0 1 We ..:.:.: ; is?' _ DD(( The General Contractor shall be responsible for J J maintaining building security at all times. At the Z �---''- / • L - • d. :•:•:.' v end of each day, close up the building w required 9 rF5' ± \ NEW CRUSHED ?:;:}}j: :j' { to Insure a sale, secure and waterproof condition. a ( ° c • J ROCK SURFAC.INC; ` 411 EXIST TEL.� \_ •• �`J :'` ti' DRAWING INDEX DR G ... U N ° ilCrY1G3::i': :':•irr:'.'.r.'c'.:i,,;':'r:'.':is..::...ii.....' :.•r:': :'':•r:'.•i::i.. WELDING AND BRAZING NOS CABLE DUCTS 1 1STEt I . CR WED fv No welding or inn cork shall be performed inside the e . ChIQI ICIC.I.'.'rrr.'.'.'.'.':.'rr:.'.'.:r..: ' building. If weldingor brazing work le absolutely necessary, y„ -�A OCK SURF GI ::......... _ ARGNITENOTES err:::::.�::: .-- .::::: p� .... ........ ...ergju;i ... ..... ...r.iY... u� A-I SITE PLAN NOTES 4 DETAIL .. .......... ... ... General Contractor ad/or Subcontractors shall coordinate F= ... .............. ....�,, 1�:; ..... .. 20 -IJ ., { r JI n9' , .•....... safety procedures, FM 1-lot Work Permits scheduling, ••••n.,: +, :•w'A';: / • -.w- , :,........ A-2 FLOOR PLAN, DETAILS { SIGN AND DOOR SCHEDS. , , o \ "'-Y4i /\ 'i%'i:a^... :i• A-3 SECTION t DETAILS fin watches, etc. with Querns Project f<Lepr•esontatiw and EXIST. 6' CHAIN LINIq] FENCE I\4': :'>: "�� ELEVATIONS, 11141 Architect. obtain 'FM Hot Work Permit" for all welding f� •/1. I C1 •4 � m S�\i�� �i�, £1` S�\� >'r:`.i� A-4 ELEVATIONS, SECTIONS ! DETAILS Spur �,, or brazing work from Architect. All welding or brawn work _J y `? n.V VVJJ A shall conform to NFPA pamphlet 51D, Cutting and Welding ►' - _- __ -X __^ X __ .c .- ............ Processes. • I u STR PLAN,38. I I 1 Sq 47 2�0 Al 1�18.42 5-I FOUNDATION PLAN, DETAILS < SCHEDULES _ Y . SAW CUTTING NOTE I EXIST. L _ o siwr SHED 5-2 FOOF FRAMING PLAN, DETAILS No over-cutting allowed. Had chip corner to sq,oe corners up I �- , I S-3 DETAILS, STRUCTURAL NOTES _ 20 Verify exact rough opening dimensions end bootie prim te ' w ' I CIV L -'""' ••....................................... 20th St. cutting. Patch ad repair adjacent surfaces as required to match exist adjacentcondition. wC-I N I- SIT �'LA N � C-2 DEMOLITION t T.E.S.C.C.SHEET 4 .PPLAN TES -- Co CORE-DRILLING NOTE W W Anacortes •Q j C-3 CIVIL SITE DRAINAGE PLAN Z " -' General Contractor shall provide all core-drilling reqiired for X p W SCALE. I " 9 20' -0" _ --- t; c Mechanical ad Electrical pipe ad conduit. Coordinate exact N C 34th 9t. 0 locations with MecFnanic l ad Electrical. Provide dust and water o w --- - 36th St. ""' Q MECI-ANICAL ~ protection as req'd. to protect telephone quip. ; D M-I SYMBOL LIST, NOTES t SCHEDULES I-- CODE INFORMATION XreflD M-2 MECH. DEMO PLAN, MECH. PLAN Seth st. V111.1.1 Z CONTROLS 8, FIRE PROTECTION -I '' `.` ' Z O ZONING: R2 3802-002-010-0008 - 3e h St. BUILDING CONTROLS f Tl OF ! !'d- 't''i I ', •,,,III ,L_, ; j , EXIST. HOUSE CONSTRUCTION TYPE: V - ELECTRICAL I T� �- • Longview Ave. M F- Building controls shall be supplied ad installed by - -. PARCEL NUMBER E-I SITE PLAN, DETAILS t SCHEDULES BUILDING CANTOL SYSTEMS (206) 774-I650 �*�, i-s -%"r• '' ' 1 - BUILDING AREA - Attentian Mr. Jerry Broclenan e �L.f' ' ... ) :! " c_.rh Z It la X , -- - > CC Refer to Mechmkal Drawings ad Specifications. �� EXIST. BLDG. II 314 S.F. E-2 LIGHTING PLAN LGHTING SCHEDULE - ° V P5785°I E-3 PLAN ELECTRICAL, NOTES t DIAGRAMS 4 Q ADDITIONG FIRE PROTECTION ' ' ' E-4 POWER RISER, GENERATOR DETAILS Z 0 Ut g .g) All modifications to the existing Fin protection system FER♦tAIT NO. ". _ - , _ . , , , TOTAL e 2,500 S.F. " • b. performed FaIR SYSTEMS (600) lobo-3637 ,ADDRESS C(O f OCCUPANCY B -_ a NJ Q ��� ICINITY MAP ' Attention Mr. Carle Swan LOT SIZE: 40,785 S.F.5F _ 1 III J O C 1-d+ROVED BV'__ __ - -_, _-. Io -20.0� LOT COVERAGE 9,465 S.F. � E W = carp ce • ce General Contractor shall abide by all federal, � > m e7 . state, and local agencies safety regulations which St,'`:sE 1T TO FIELD 1, ,: !--L , , ' - , I x. .ss* ' ' may tMs'x affected Yh,. Ca he performance of the work CH 'CI. U' (,' 1; I ,: I I ' provide handrail. elevators, ladder, eta end , �+�j!/ ' ' GTE W.O.# 2023-B01-7B001AA ISSUE L _ maintain sofay procedures for tine duration of j . , SHEET NO. r - /� �,.1/4-' (6 zz e CALIFORNIA HAWAII % NORTHWEST One GTE Noce, Thousand Oaken CA 91362 P.O. Box 2200, Honokllu, 1196841 P.O Boot 10031 Everett, OVA 98206 Y Longview Avenue \_- r " Verizo • Communications of 4 Y. E.stln vie..., ., y �- Lso06 0i ,/E7'' s. v q .+ '� ni'or I• limn.. E• . ' .r wr +r .I m.l r t ;� , :N; a.',..r-.w.: r,n n c f V - '-'.-,:- Fda1ri . - s:.c'•:.: . a.'' I enln ; : -p. qo Ba S .56� • ., s` f .,_:;:.. mm.evw _ - 1i 8 ' I( —_ • --.-- - ._ -._-- _ _ _ _ Es ... wrjr . ramie sr Tel t•. • 4 *_- w _ x. — „ -- EXIST FEUGE i., s �aeR n.�sr $ ■e ... . —.'b,zr. Q —F � � , '`ice%• '`-'«+ i ten❑ � 7MrT `. -. . o CITIF''` #� N 41 C- ,. -ed.V Yn, fn2T. ' • s .,� R _ nn R. _;. ':-.;:.J. . ... .s ]Sn.. St�LT.n R. I 1 • 41'+ R,T_^tom . .. 1 TMn� , Y �-- • .»"-, - - V a Tn R.. . .'...;:.:;•L5t.::.:;.;..::e. Crenberry Lak• —'4 : Tra '< ='w••-< TaR - ¢ "s « t SO lI clr a41: t 1 .'‘..• < < LIUK FEuce OJECT SITE ` WA TJ :EIII ) . .-- , _ , .., .. 1 ilti• n •••• -,CwNsseRs-aw.iin+t ".iz ... u,s; • .awes insu E HOUSE •'1 < Quot ?� :a . . , •_ RI aY.MRTesore tonal ••--0 ^•. • . - .. • ', I }oce..q` ry uecse -1 w • ;'L.' CD 1:4 ' =a VICINITY MAP b •z • N O H . NORTH • • � Z • ten 1 _c~nH a) • CI I" tN (V� L________ U O Cl __ N 89. 56' 30"W __ 158.42' 124.51 _ 87:Z 4! A = 0 . rWi 'o SOUTH HALF TAYLOR 5T. w La lll orn OU , • - et . Af►Hd�-1' !AV�MENT j CC ' 0 i it a o Re/7\ o Z 121-G° KED4R, • er y - .o W o • • % REMOVE EXIST—" �+ COLIC SLAB • Im 5 i i ICO w o it `dr BUMPERI FY LOCATIO U yE6 YARD BOX < ----Jot) *- 0_ O Q MECHANICAL x 9 ZI 5d ± ii. . bO Od Z b } m v r N [j FUTURE GTUW MAUHOLE 1 v * I7;+asJ;1t V3F:v14 M.7:; p W 0 3 V V 1 VERIFY EXACT LOCATION CABLE DUCT EUTKY �� j 25 -O .I 35 O ` Q V BY GENERAL CONTRACTOR T " SEE NOTE THIS SHEET I Tr APPROX. LOCATIOIJ OF NEW GTUW CABLE I DUCT SYSTEM VERIFY EXACT LOCATIOIJ 4 COORDIIJATE WORK OF GENERAL CONTRACTOR . xi W/THAT PROVIDEP BY GENERAL. TELEPHOIJE Co. V . M N 89. 4T' 26' W 196.43 z 38.011 10.0 ; • • Exist, SHED x Z _ „ II . II • x W w Q r oZ • cl ti G N O W Oo O j v W OQ • j D EXIST. HOUSE {N ...I .r.. F z Ign— � vi J o = COW N " ' Q ICI I II — J a. D X . W � a cii AIlW Q st / L . SITE PLANMC W W Q Z • SCALE 1":20'-0' MC _' — - - NORTH • all M YIa'^ � OI gI at • LOW & VIEW AVE. • T'T" NEW RSU BUILDING— HART LAKE SITE bHEETIJo ANACORTES,k WASHtNGTON ... A » U . • �"" j GEf1ERAL TEL-EPHOI IE COmPM R Y OF THE f1OTHWEST, Inc. OF •M•Mla S. ` r...._ .-..__-. a -....-- • 1 f � a6 C� v � , 1 •ANTJN� DETAILS P�Cii=i L • 1�5 "SA1 i I _2X2 „we AR 1. Inspection uY':nee:: lei metattat and l:It afM grades ate gab}sort tx' �- Yr-ly tit" +r ran/CAL appro'sl o! the Owner. Repels and/or replete Item. ee directed by • '( i� Wit 1 ♦)•�. e/.Ir,lks /r '1'IFSF�t� Owner at no additional cost. i �y p�,, VC/� Vr/t�V'O IMF Cif/ •. 'Protection -- Save sod protect ell s rrenndine work. Do not plantwvTRAN✓-'• N �`F r+- • �`r' ,�r , until all otMrtenet taction o retlons have been bled. Sava N tP ` \ J /, end protect grist lnq trees deslgnet ed to tewef n. o • ' _ ` 1t. ,,,, , ,/ T. aepelr -- Wring the couve o[ work, repair any deseH to easMn r 'IN ` r : ill + .' paving, lighting, fences, and structures to satisfaction of Owner, ` ItiNT TOP OF�fRkE ��` / ne ) \.%w/IlI " '�rA��{ �(e �'� et no additional cost. Weed all existing bode to be retained, and �r wbr, [yam • l ��y ty� �r� �,..5� s�tln�. /t d' CP IW. y�t�,�•e-' ,son wiz, 1� �! '�� ,.�wa.�-, reauleh, e K - _JO�Nrrr✓ 1 i`[.VA�I/I/vr 1;' /•fie DIA• rJ tTK-Rl PI/erei , V•Oc + / - Yr�r-Y✓ r'r-:l set rt'7GF i • 4. Preparation.loll areas -'4 Pesavpt hyeresesdpd area•) -- Rototlll f^ of , ,n♦, ' �l W(N2 / ... topsoil Into existing .ubeoll to a minimum depth of 12" In all shrub yl `� ry, „ yr Q - r- , -,' - rOC�` _ \,s��T / rA�V /,u/1 Gr_t - and lawn areas. grade and all rocks and planting objects over 2" In [✓�\ I'�r� C t- rye 1 I y� _ f,T tt`1'�. [lrtt/t/l/I-1 diameter. Fine prepare for planting installation. r t'I T 'n ' 1 1 G+ r9P1'WrF v / •r ' ' . K �� " �D �I "' �(A g. crarentee/Mafor a per -- Guarantee all plant material Incicelta . r _ .` r'v'r••, groundcover for a period of one ear from date of final acceptance • • { "J) 2�2 F• 71 hIC C/-J - T 112 , `� t 41 of the b Owner. Maintain a 1 planting areas until final acre .4......... >t x x aC -- x x—=x lc _/ j4." �'fP1�k /VM.t Fi._ (_ �� �p/_� f�G (y / gt/ l AP by D p D / 3 __ _ 0 `T/r-JC_zt-r Ma" `��1 ' r0 A /�, P.�a�. temce of the lob by Owner. Maintain all planting areas until active ' Fl/1.L r5l/1�1.AP' OFF 7CP t. • e '" �' � I` '\ INI�H V�r'1"'v growths isse of entire job. Guarantee h over 1eded areas until do asve t� bk. f�Nl�i•}'� rTY%✓G ! / growthPo square. Rested as evident, with no bare spots over 11" a , t 1 yt Tt�AL L e1n a el11•V Pj� -el�.iATiillriLeaei d. brasu re. __ aAllss Pl edtl p to .re excavati ee ernfn. n my I / Lt' K Ml/L.CH Si`. � measures tordr i including overeac n, sounding, drainage ifyiefar{' \"'a n�•nt , ,r �- �t ,-n,^'s y ,.�7> �� � � ra. /m/Y tT ft/t L•ttECfD ewe lee, etc., dre�n Plta et no additional cost. I i`` l '� ►e\" ,/ it.a v\\= -' �\/ .` �N • AITleFIL4 .. • .', ` '� ��t•TT�y� Yam. orient Arterials .. ►l.trtd Shell h. Rarhf . t `�lP � �� f°lwANTINC^ _ •r ' �__-- f AN 1)(Vt, � accordance with Ann standards, healthy, vigorous, free from all el \ -I ngten•Orede lee. 1, efre YM _ � N tGGwti �J' Cr` a disease, pest or injury. no not prune or top prior to delivery to s + I 1�"r,'t t-TOI� 9 site, P S P indicate, Defiled and butlappedp cent. Indicates con- yv pe Mkt l�tRy �.�yr5��a�.wf��1 -yt.�, G 1 [Jt/ AM Or' - talner. Substitutions are strongly discouraged. K `w �� 7 ✓ -t�I"ti "� gMIt�NT.t' .v'�''y i11rt ' eft.✓(�6 . >I, Rough Geeaa Nee -- sae Plantln9 Schedule. Submit wpplter ogre LLi ,' + �' IrIAl t _ ` -MIN tt'1' L � for epprova 1. Fm 1 Y FOOTFiF1'.Y1TR �L 1. 1lsotin9 aackfill lfdr all Plant Pitsl -- 25% ealating soil, ALL 10t rev topsoil, 25t oospoeted steer saner.. Mix thoroughly. Evergreen Tree Planting Deciduous Tree Planting ' ,. ' ' Shrub Planting 4. Naich -- 1-1/4" minus fir or hemlock bark, saw• 20% flees. t1�a�Pf ' k , S. fertiliser -- Asfifors tabs, 4 per tree, 2 per shrub, 1 per groma- Y4 t�l K cover PIGS 4 ox. transplanter per tree, 2 or. per shrub. Fertilits �.1. 1•C. 0 N T c. . great areas with an approved slow release lawn fertiliser at the N.T. 0 N. rate recommended manufacturer, alter I - by germination and active , I - - _ growth. . I. Nerbleid. -- Apply pre-•serpent herbicide to all extatlng and new ,)r • planting areas at manufecturer'a recommended rats ICa Boron or Z apymvedl. N O ' 1. Tree. -- Arn.ge tiMe on site in pref»aad Y"Ntiens set spprewal' : W ii . JMtbylU ri. Excavate pit es pet dddl. All urea and supports to - f.. r it atanli vertical. Stake as per detai 1. • Jl ., 1. Shrub. -- excavate shrub pits to 6" below, and trinities twice the T CC — roofl•ell diameter. Add fertilizer prior to backfllling. Take care - et F.-. r to wr ter thoroughly and prevent root damage. Plant shrubs at spec- t' l/) 1 ing indicated in straight, evenly spaced rows. Mulch all planting arm toe minimum 2" compacted depth. �� low and " I , S. dl amr�ervlepprox.�c U"la pits terlthoroughly and take rarest olnsure • W m that root crown 1e at proper grade after mulching. Match all r IA groundcover areas to a minimum 2" compacted depth. N Q " - 4. tough Grass -- Nydroseed In accordance with standard accepted peat- ' hire .[ the [eta of S Ins./1000 s.f. Meter, mulch, protect to Pro- , Z ,(_ wide • full, vigorous, •stebl tshed stand of turf. Mainbin until LA dr.- O , " J 1 final acceptance. (t7 ' �Mw-up I -- _ I Y Olean leup all edition eo/l en wlag abelsf ro, etc.. sat leave efb in a Q • aputl.ru corMlUen. semove ,leg labels item Plant wa Nt/a b. t W be ,/ ✓ w v I ✓ ✓ d ✓ ✓ ✓ v V ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ V ✓ ✓ ✓ ✓ isiri (87 ( E✓X G AEG- � s4V`nH HALF TAYL 01Z �C Ix 3S- - O I C • 0 tr." ACP ' lit' Ctt • K tie i I •ICI wI • I nari- •. • i . . I . . .. . . . . . . .; ,. ,N *111 11.1 11, • _ __ � • of a n , �. 9. sliCil .,4 � �o o • ; i�LANiNG SHED�L m m :� _ GYMP:OL 1 �( IT3�(AKICAI /CUNWION /VAMC: SIZE/ I M/°St w o Q �. � • ; ,, ' I Nw1NH0l✓E - -"PVTVKE err ►rJl i fCeV 1 Vil.,VITVC� Q ' _ i , • 8� y! it/Mt�, 1V �1�� �Y1xHfNC� CFiY' 2"CAL. 10�12'H?•, fS, ALL E31�P>1/CH�D Q A v x ., I • • 4E.CIM . • �.�_ G 1 4 ,. : Go Ft!vvc -THtrnReIGlA fra/Je evvsts t "1e_ 7 t- V HT^, Pit e), LA,, wt:U;r3Pievv04 t", r PI ; • 1 x n (p -rcL42P H�LLA/� it%�'N I Co! 7 ' cT•, site, rvL{. , vvet, .-F31 tni t�,� , 0Y Hr%MLoCk 1p 0i-- -- ; 0 0 d �_- _ 0 42 Pf<U/ At LIAL(TANvICA / (orveAL i S &P-- Ctt rr , 24^- 30" H-T-1 rUl ., t • • ® 17 cuTVN ica-T- PARivl✓Y r/fir c-Av. S &A l.e COM', 24't- 30" HT, Fvr,t, , • \ LL-SHAFtt7 5 1, e . ' 15 I=VON`lMv-G AI.ATA/WIN 60 S &AL^ Cava-, IS 24' HT-� rVLL O 1:VG1'VYM tiS .f,o 13Aer , 5 ;a. Z 1l yT 30 GI5TV5 COKP.�RIr=NS(6/RatCfe R05E 2 6�. GO/vT•, r2�- IS" NT., +n/Eu--BKANcN a I-. - EO FVIA-- SPEOIM�IVS, MsP , O Z le �-^�- NA H F.RA F 1ELIX t+•✓ALTI GRt� C�L1�N rvr A" S. . PVw 6PREAbiNC� • V G O ? WQIS '1f1 liy oOS co _ p (eT Row 121 INSIDE OUR.5. Nit ROUeR SE E%C� mot , S -€- SP (FIGA-t &NIS GI'Otgtn ::! IX) W {�- rr ` V � 20 • •PV OV _. (il/ ', SAe Planning VO W I— Q Groan Design 0 Urban Architecture F J ILI Z. t Developmental Ptannin9 a '' Qyt 1 E Madison, Suds 20} ' QIII" CC /;r •r i;1„,,•y Telephone (206) 322 V32 re IJ m "._ Z W Q a -' � I, s i I J Al VISION, a SCR i►TIGM • h1. /P. WI`1GVW /1V C/. . --- • "`.. 1yY ' you ' •t, NEW RSU BUILDING— HART LAKE SITE SHEET uo ve\ "•K, n)rt r �i ANACORTES. WASNtNGTON IL c� g s SErlERAL TELEPHOfttc CORIPAIIY OF THE f10RTHWEST, inc. OF 1 • • . 001 rm., . . . I • . . , , . . . . • .., . . . _ --1 . . , , • ii.........6.4,...,_,... , . , . MNe M M. 1 0001 02/01/2005 002 4 Permit Fees 005310 $505.69 V City of Anacortes Permit#: BLD-2005-0024 • 904 6th Street Issue date: 02/01/2005 P.O.Box 547 �`�j Anacortes, WA 98221-0547 Expire date: 02/01/2006 , , „ .x (360)293-1901 Job Address: 3806 0 AVE Permit Type: Fire Alarm Permit ANACORTES WA 98221 Project: APN: P57859 Remarks: Replace existing fire alarm system. Owner: VERIZON Contractor: ENGINEERED FIRE SYSTEMS Address: 1800 41ST ST Address: 301 30TH ST NW SUITE 100 • EVERETT WA 98206 AUBURN WA 98002 Phone: (425)261-5408 Phone: (253)876-0089 License#: ENGINFS005MK General Information: Fees: Building Valuation 23620 Building Permit Fee 303.75 Plan Review Fee 197.44 State Building Code Fee 4.50 Total Calculated: 505.69 Deposits/Receipts: 0.00 Total Due: 505.69 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. UYL (\CA.& SIG TURE OF OWNER OR AUTHORIZED AGENT ISSUED BY i City of Anacortes Building Permit Application Site Address: 38 0 6 ., /Y ve. Parcel No.: � s ?8S9 Lot: 6 " /O Block: Z Div: Addition: /e/A/,,r A 7 �cr. OWNER LENDER CONTRACTOR Name Name Name VGA/zo.✓ ��� E,✓,,/,✓erg/irc 0' .Tv, ty f Mailing Address Mailing Address Mailing Address 30/ — 36,4 /Soo VA/ ft. St I4K F. i 401,40,6 City: State: Zip: City: State: Zip: City: State: Zip: 4:liefr•0 tt, 414, .9�1e.,.✓ A/.. 7104z , 90 ZoG Contractor Lic.No.:Eelec-//V.�'S 9a_,?e, G Phone No.: Phone No.: PhoneNo.: p pT`-O89ExpDate: 9I 7) D(o Contact Person: /` 0A1 4 d de t Phone No.: zs.?— 171. -048 9 OCCUPANT USE (Check One) Single Family: Multi-Family: Apartment: Condominimum: Senior Housing: Retail: Office: Restaurant: Manufacturing: Storage: Bank: Assembly: Accessory: Automotive Repair:VOther(Specify) Z/ �<r,,,7G DESCRIPTION OF WORK: fee,/fe t e W/1 7" A2i c A14.-/!7 f y/J 70 �7 A./>`d4 yew . / GENERAL INFORMATION Street Setback: ft. 2nd Floor: sf. (Circle Y or N) 1st Side Setback: ft. 3rd Floor: sf. Shoreline/Wetlands Y N 2nd Side Setback: ft. Basement: sf. Water on/Adj.To Property Y N Rear Setback: ft. Occ.Group: Soils Report Y N Use Zone: Carport Area: sf. Sensitive Area Y N Type of Construction: Garage Area: sf. Latecomers Agreement Y N Lot Area: sf. No.of Stories: / Fire Hydrant(250 Feet) Y N No.of Dwellings:_ Building Height: Variance Y N Lot Coverage: Deck Area: sf. Covenant Y N Pt FloorL sG o sf. Flood Zone X A AE VE 3 Project Valuation(Labor and Material Cost): , 6 ZD. THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS/TYPE OF WORKOR WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. SIGNATURE: 7C . /•J µ DATE: ,l 9—o.J fr; '� Q u MATERIAL LIST (BOM ) ABBREVIATION LEGEND a m O ITEM SYM QTY PART NUMBER MODEL NUMBER DESCRIPTION MANUFACTURER MOUNTING ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION 2 O (N 0 1 FCP 1 74-200000-501 FN2000SL FN-2000 CONTROL PANEL W/CCM, RX/TX, P.S. FENWAL 72" AFF TO TOP A, AMP AMPERES m A MILLIAMP I- C 03 AC ALTERNATING CURRENT NAC NOTIFICATION APPLIANCE CIRCUIT 5 0 O 2 - 1 89-300014-001 IIM FN2000 INTELLIGENT INTERFACE MODULE W/MODEM FENWAL IN FCPO AFF ABOVE FINISHED FLOOR NC, N/C NORMALLY CLOSED c (n Z I 3 - 2 12V-18AH - BATTERY - 18 AH - IN FCP AH AMP HOUR NO, N/O NORMALLY OPEN, NUMBER O co 4 - 1 74-200007-001 - I/O MOTHERBOARD FOR 8 OPTION MODULES FENWAL IN FCP AHU AIR HANDLING UNIT NPT NATIONAL PIPE THREAD m w 1-- co m Z 0DO 5 © 3 30-195000-002 1950 SERIES SERIES 1950 MANUAL PULL STATION - FIRE ALARM FENWAL 4-S W/1 GANG AWG AMERICAN WIRE GAUGE NTS NOT TO SCALE at / 1- Z 6 - 3 30-195001-001 - SURFACE BACK BOX, RED FENWAL 48" TO CENTER AFF BOM BILL OF MATERIALS R REPLACE EXISTING DEVICE w 11'`1 7 (pp 1 71-402001-100 PSD-7152 SMARTONE PHOTOELECTRIC SMOKE DETECTOR FENWAL ON BASE C COMMON, CONDUIT ROR RATE OF RISE ' I-(n v CFM CUBIC FEET PER MINUTE SCP SUPPRESSION CONTROL PANEL 8 - 1 70-400001-100 6SB 6" UNIVERSAL DETECTOR BASE FENWAL TO 4" OCT 0) - w CKT CIRCUIT SH SHIELDED w 9 —OD 3 70-403001-152 DH-2000 PSDI DUCT HOUSING WITH SMARTONE PHOTO DETECTOR . FENWAL • AHU DUCT HOUSING COM COMMON SLC SIGNALING LINE CIRCUIT a I- 0_ 0 10 - 3 06-129500-003 - AIR SAMPLING TUBE - 48" FENWAL IN AHU DUCTING DAC DIGITAL ALARM COMMUNICATOR SNAC SUPPLEMENTAL NAC CIRCUIT PANEL O CO _ n CO0_ 11 1 74 200004 001 RELAY MODULE FENWAL IN FCP DPDT DOUBLE POLE, DOUBLE THROW SPST SINGLE POLE, SINGLE THROW -Ill D E EXISTING TRBL TROUBLE O a 12 06 70-407008-001 - ADDRESSABLE CONTACT INPUT DEVICE N.O. FENWAL DEVICE J-BOX r7 ELR END OF LINE RESISTOR TW TWISTED 13 ® 11 70-408004-001 - ADDRESSABLE RELAY OUTPUT MODULE FENWAL 4S-DEEP EOL END OF LINE TYP TYPICAL 14 I—I 1 74-300001-001 - ANALASER II DETECTOR FENWAL 72" AFF TO TOP - FCP FIRE ALARM CONTROL PANEL U.L. UNDERWRITER'S LABORATORY 15 - 1 89-300032-002 - SAMPLING PORT LABEL FENWAL ON PIPE 0 PORT FM FACTORY MUTUAL INSURERS V VOLTS 16 - 1 89-300032-003 - SAMPLING PIPE LABEL FENWAL ON PIPE GND GROUND W WATT 17 LC 1 89-300003-001 - ANALASER II DISPLAY MODULE FENWAL - HSSD HIGH SENSITIVITY SMOKE DETECTION WP, W/P WEATHER PROOF Y 18 - - - HVAC HEATING, VENTILATION, & AIR CONDITIONING XFMR TRANSFORMER = - - - O 19 0 2 MR-201-CR - AUX. RELAY SPACE AGE ELECTRONICS - - - - - 20 1 6374 DSM-12/24 DUAL SYNC MODULE WHEELOCK - in m Q7 21 ®4 4 9404 NS-24MCW-FR HORN/STROBE (MULTI CANDELA) WHEELOCK 4S-DEEP 22 I -, 1 9013 RSSWP-2475-WFR OUTDOOR STROBE WHEELOCK W.P. BOX o, w F- I 23 4" 1 3943 MB-G10-24-R MOTOR BELL 10" WHEELOCK W.P. BOX a N 24 - 1 2959 WBB-R WEATHER PROOF BACK BOX - BELL WHEELOCK - 0 1v 25 - 1 9751 WPSBB-R WEATHER PROOF BACK BOX - STROBE WHEELOCK - 26 Q 190 3 302-ET-194 190 DEGREE HEAT DETECTOR THERMOTECH - 27 28 INPUTS RESPONSES 29 30 ci a 1- 31 z Cr 2 rc 32 FN-2000 CONTROL PANEL a _ : N Z0 33 MATRIX OF EVENTS O z .4.N V1 p O 0 Z Z 1- O 0 Cra 0 Z ZF JLIJ 34 m a O O N U I N 35 J V^ 0 Cr w v ILIty- N 5 a ti J 0F v p O rc Cr Cr 2 K a U U0 Z 2 a LT. W 0 V 0 r UO z p pIX X = DESIRED RESPONSE w w x' 0 '" o z o - o o cc a < 0 z w - 0 - - `i z z O W `i r I 0 O 0 3 - a= Cr ¢ OF .2 J. O J J r O J F a a 0 W >- D a O ~ U a J J J N W W v a 4 in 0 4I-D 0 W W 2 I 2 O '- W N a O a 0 W Cr J w RW m K Z ` W J )- Z J d d a a w 5 Q O d O O Kcr a F Q D 0 Cl) 0 0 GENERAL NOTES: a < a Cra b En a Ic < Ct _ _ _ = O O ELECTRICAL NOTES: z 1) NOTIFY ENGINEERED FIRE SYSTEMS OF ANY DESIGN QUESTIONS SYSTEM NORMAL (ON AC POWER) X 1) INSTALLATION SHALL COMPLY WITH NFPA 70, PARTICULARLY ARTICLE OR CHANGES PRIOR TO INSTALLATION OR FABRICATION. TROUBLE CONDITION X X 760 SECTION C, AND SHALL ALSO COMPLY WITH NFPA 72, AND ALL GROUND FAULT X • X X LOCAL ELECTRICAL CODES AND LOCAL JURISDICTION REQUIREMENTS. 2) ANY ALTERATIONS OR VARIATIONS FROM DRAWINGS SHOULD BE - APPROVED PRIOR TO WORK PROCEEDING AND DOCUMENTED ON THE MANUAL PULL STATION X X X X 2) CONDUIT INDICATED ON PRINTS IS DIAGRAMMATIC AND MAY AS BUILT DRAWINGS. SMOKE DETECTOR OR HEAT DETECTOR X X X X BE REROUTED PER FIELD REQUIREMENTS. - SUPPLY AIR DUCT DETECTOR X X X X X X 3) REFERENCE FACTORY INSTRUCTION MANUALS DURING INSTALLATION 3) AC POWER SHALL NOT OCCUPY THE SAME CONDUIT AS FIRE OF FIRE CONTROL EQUIPMENT. RETURN AIR DUCT DETECTOR X X X X DETECTION/PROTECTION CIRCUITS (MOST FIRE DETECTION/PROTECTION CIRCUITS ARE NEC CLASS 3). 4) DETECTORS SHALL NOT BE MOUNTED IN A DIRECT AIR STREAM. DO NOT INSTALL DETECTORS WITHIN 3'-0" OF AIR SUPPLY DIFFUSERS. 4) FIRE SUPPRESSION DEVICEWIRING IS REQUIRED TO BE IN CONDUIT ., „ - • HSSD, AIR SAMPLING DETECTOR-PREALARM 1 X PER NFPA 2001. OPEN FIRE ALARM CABLE IS NOT PERMITED. ALL SLC 5) USE ONLY U.L. LISTED DEVICES. HSSD, AIR SAMPLING DETECTOR-PREALARM 2 _ X LOOP WIRING SHALL BE 2 CONDUCTOR #16, UNSHIELDED, LOW/MID HSSD, AIR SAMPLING DETECTOR-ALARM 1 X X X X CAPACITANCE FIRE ALARM CABLE. 6) DO NOT INSTALL DETECTOR HEADS UNTIL FINAL CLEANING HAS - BEEN PERFORMED. HSSD, AIR SAMPLING DETECTOR-ALARM 2 X X X X v 5) FIRE DETECTION/PROTECTION INITIATING DEVICE CIRCUITS OR NOTIFICATION /� APPLIANCE CIRCUITS SHALL NOT BE PARALLEL BRANCHED (TEE TAPPED) N� I- TO ENSURE SUPERVISION OF WIRING. CLASS "B" FIRE DETECTION/PROTECTION - L I— SIGNALLING LINE CIRCUITS MAY BE PARALLEL BRANCHED (TEE TAPPED) Q IF SO INDICATED ON THE SYSTEM RISER. W 6) POLARITY OF ALL FIRE DETECTION/PROTECTION WIRING SHALL BE St MAINTAINED THROUGHOUT ENTIRE SYSTEM; WIRE SHALL BE MARKED AND CEILING t �'V IDENTIFIED WHERE SPLICED, AND AT ANY JUNCTION BOXES. 6" MIN. Ts 0:( W 7) THE FIRE ALARM PANEL GROUND SHALL BE A SEPARATE CONTINUOUS Q J GROUND WIRE BACK TO THE SOURCE GROUND; CONDUIT GROUND IS NOT I .. Q \ ACCEPTABLE PER MANUFACTURER'S SPECIFICATIONS. DISPLAY �i e ' CL I— C_ W 8) ALL FIELD WIRING SHALL BE CHECKED FOR SHORTS AND GROUNDS. 1 Q CI WIRING SHALL THEN BE MEGGARED BEFORE CONNECTION OF ANY DEVICES HSSD I I = D TO THE SYSTEM WRING. WIRING SHALL BE MADE UP FOR THIS TEST SO AD iDESIGNATES DETAIL THAT ALL WRING COMPRISING THE SYSTEM IS TESTED. MEGGAR TEST FCP RESULTS, INCLUDING RESISTANCE VALUES, SHALL BE RECORDED AND NUMBER • a w SUBMITTED TO ENGINEERED FIRE SYSTEMS PRIOR TO COMMISSIONING TEST. (XXXX) X 0 Q > O 9) FIRE ALARM PANEL, AND ANY OTHER FIRE DETECTION/PROTECTION 80" E DESIGNATES DRAWING NUMBER N Jaw Z 72" Y DEVICE NUMBERWHERE DETAIL IS LOCATED. AEQUIPMENT REQUIRING 120VAC, SHALL BE SUPPLIED BY A DEDICATED Q = 60" LOOP NUMBER cc O CIRCUIT BREAKER. OTHER (NON-FIRE DETECTION/PROTECTION) EQUIPMENT DASH REPRESENTS THE SHALL NOT SHARE THE FIRE ALARM CIRCUIT(S). THIS BREAKER SHALL BE48 TO SAME SHEET. W O LOCKED AND CLEARLY MARKED "FIRE ALARM CIRCUIT CONTROL". TO HANDLE w 0 a0 10) POWER SHALL NOT BE APPLIED TO THE FIRE ALARM PANEL UNLESS A ADDRESS REFERENCE DETAIL REFERENCE � Q m REPRESENTATIVE FROM ENGINEERED FIRE SYSTEMS IS PRESENT.11) ALL WIRING SHALL BE FREE OF SPLICES. ALL WIRING AND BOXES SHALL / / / / BE LABELED AS INDICATED IN THE VERIZON FIRE PROTECTION SPECIFICATION. FINISHED FLOOR NI0 o / DRAWING INDEX o 0 EQUIPMENT MOUNTING DETAIL / \\l DWG # DRAWING NAME Verizon W.O.# 2023-BO1 - 7B001AA N Z QI SCALE: NTS 1 — NI N < FA-01 BOM, NOTES, DETAILS, & MATRIX /j NORTHWEST NOTES: FA-02 FIRE ALARM PLAN & RISER DIAGRAM P.O. Box 1003, Everett, WA 98206 1. DETAIL NOT INTENDED TO SHOW SPATIAL RELATIONSHIP OF DEVICES. FA-03 HSSD PIPING PLAN, NOTES, & DETAILS REFERENCE FLOOR PLANS FOR ACTUAL LOCATIONS. FA-04 HSSD ISOMETRIC N WRING DETAILS Li ✓ FA-05 FIRE CONTROL PANEL WIRING DETAILS U vervon O F- _1 LEJ 0_ 0 (n in BLDG. #2023-B01 HSSD "FIRE 2" ALM-2 ( 1021 ) AO a 1ST ALARM TO ANDOVER ( 1031) AO HSSD "FIRE 1" ALM-1 ( 1022 ) — - - - - - - - - - - - - - - NI ay O AHU-1 SUPPLY DUCT DETECTOR (1032) AO UJ IT. O N HSSD "ACTION" PA-2 ( 1023 ) AO OC HSSD "ALERT" PA-1 ( 1024 ) AO AHU-2 SUPPLY DUCT DETECTOR ( 1033 ) AO LU CO0 O 03 FIRE ALARM SIGNAL TO NOC ( 1025 ) AO AHU-1/2 RETURN DUCT DETECTOR ( 1034 ) AO Cr) O 75 75 O c V) z TROUBLE SIGNAL DIRECT FROM FAP 7 NEW ACOUSTIC SCREEN WALL NAC-2 ELR rrr - 18 IM g as /pry NrEt iyii z o 1A,4E 1A,4E - - - - -- --- - - -- --- - - -- -- - -- - - is 75 8 F- Z i-. 2T-O" NAC-1 ELR W = in 1 A in (9) (2) (3) (3) (3) (1) nallit Li Q N i 11'-0" 1. 1B ES AO m ®D Al ®P -J w SYNC MODULE © P A = Z Z _ _ 1C -Io G O Inmd NEW GENERATORIII Eat I 5 Q ro 2B I HSSD1 1C,2D i BAP AND. SIGNALS TO HVAC. lit 1C,1D AD f . . . RECONNECT EXIST. NEW MECH. RM. DOOR STRIKE TO '� NEW FCP. OS NAC-1 120VAC W/EARTH GROUND FCP Y WPilk ( 1002 ) DEDICATED BREAKER BY 3#12 TE ALARM & TROOBLE SIGNALS. U WP �` ELR SITE ELEC. CONTRACTOR _ GROUND FLOOR r m m I NAC-1 I O Y Y NEW FUEL TAN � � ( 1001 ) � � � O P AND Et � - - - - - - - - - - - - - - - - O] 28 m sE AlLu N 2A L - 1B 15 �I 4E o o > 10.-0" / o 1 0 3vb00C N Ot© ( �\ 1 I w W 1'-4"r / FIRE ALARM RISER ao o N SCALE: NTS 1j1 " b ~ 2Al�180 " - . .. J N 9 t — — — .. w 1A1,C © © 1A,1C 1A,iC 1A - - - - - ---- - - --- - - - - D z I R • 16 R R © I ( tOt3) S1 S2 AO AO ( ton ) ( 101z AHU-1 AHU-2 •1 J 1A,1C,1E 1 ) L - - - - 1 - - -1 �l J�p • Z CM w I V) z 0j Ti I ( 1035 ( 1035 / (1003) AI ty w I— T w 1C,1D In = 75 , ;I % I w N ell NAC_1A —_ 1 to // i ', , O w / I w0 O O U ® EXIST. ATTIC 4,1 I , // I N LA o ACCESS I u) a / - I O 1A I Z o r I ," / I E ., '� f a I - 1B ,Y . . / 75 �.y / ELR ,►ir IN ATTIC . , ,E IN ATTIC i IN ATTICTYP OF 3NAC-2 ;E 7 t • / /// • ( 1006) AI 1A EXISTING EQUIPMENT AREA m 1007 . \ 1 TTTT!TT _ — M c N NEW EQUIP, AREAV D Ct ' ROOF PEAK Q EL . .. . a v, Et • W t _E. -. 'E E e W WIRING NOTES to Et —1 ICI . 1. REMOVE ALL EXISTING/CONVENTIONAL FIRE ALARM DEVICES AND CONTROL PANELS. Q c3 l 2. REMOVE ALL UNUSED/EXPOSED CONDUIT AND BOXES. < z .. . _ - .. . ._ . __ , .. . : . . . ... ., . . . i- _ ., CEILING,H ARD YP. J 3. NO SPLICING OR TEE TAPPING OF SLC LOOPS ALLOWED, ALL RUNS Q EXIST. BATTERIES ' EXIST. BATTERIES ' NAC-2 � 75 SHALL BE CONTINUOUS. _ l 0_ 0 i.. 1 4. ALL CONDIUT AND JUNCTION BOXES SHALL BE LABELED. JUNCTION BOXES > Q • N 0 0 N SHALL HAVE ALL CIRCUITS INDICATED. ALL DEVICES SHALL HAVE ADDRESS Z *C CL AND CIRCUIT NUMBERS INDICATED. O < Q < G�-c ���\ Qv ©trc? A ,Q 5. INDICATES EXISTING DEVICE TO BE REMOVED. Et Q O Lu I- Q i • g 6. EXISTING EQUIPMENT TO REMAIN. CONNECT TO NEW SYSTEM. Lt " O t�L. a_ct Sr . o M,,,A) ... 1 — C W W U w 44'-0" / 20'-0" / \ w �y�p. ,n a.0, - a EXIST. BUILDING NEW ADDITION \ "V_u"-'- FIRE ALARM WIRE TABLE N o ow N °'I o O SYMBOL CONDUCTORS Verizon W.O.# 2023— B01 — 7B001 AA cc) cN, z I A 2C#16 TW. JACKETED PAIR, MID/LOW CAPACITANCE. SLC LOOP. /j NORTHWEST N N < � © FIRE ALARM PLAN SCALE: 1/4" B C 2#14, HORN/STROBE OR NAC TRIGGER CKT.'S. (YELLOW, BROWN) P.O. Box 1003, Everett, WA 98206 2#16, POWER FOR AUX. DEVICES. (RED, BLACK) D 2C#16 TSP, FOR RS485 LOOP. U E 2#16 FOR AUX. CONNECTIONS. VerIJOI1 O - Q W fr Q C) = BLDG. #2023-B01 a NEo ON a we worn W ~ co . � rnO 0 � Z 7—NEW ACOUSTIC SCREEN WALL W i w N.01 UNI-STRUT' 3,' Z O 00 CHANNEL OR EQUAL C 1 L Z ' INN ! ICVI Q N ! 1 III P . a =�O NEW GENERATORHSSD PIPINGUNSTRUT" PIPE IIIIO CLAMP OR EQUAL 3,_a„ TYPICAL PIPE MOUNTING DETAILS 3 SCALE NTS ! Y U O P. 1-- 1 _. I I O cr NEW FUEL TAN m co NEW MECH. RM. I I z z 0 i 0 0 1a'-oni-Lu I I- - - -I z z / / Q N n - 7 I 0 0 C I Z \\ I w w 1 -4" i i 04 a 4, 0.,� o � J I o 0 z • I'. Ia n — — _' I( L o 0 - ^,I I.. in 5'-6' w cr N t . cr 2 I \ _ + J o • •I • • 3 - o _ EXIST. ATTIC w ' ACCESS 1 - - - O z L' — LI 9 I 1D D' d 1 S 1 I 1 .., , • •• •• 3 I v ' k J J O - - - - - - - - -- - - - - - -___ ---_- __ -- - -- - ---_ - ---_ e , N i .EXISTING EQUIPMENT AREA NEW EQUIP. AREA 9'-6" D 0 it I _ • 1.. . . . .._ it.: ; HSSD PIPING NOTES U ' I 1. VERIFY EXACT ROUTING OF SAMPLING NETWORK PRIOR TO INSTALLATION. L1J • •• • 3 DO NOT DRILL FINAL HOLES UNTIL EXACT PIPING NETWORK IS CALCULATED, A Lu 1/16" PILOT HOLE MAY BE DRILLED AT INSTALLATION TIME, PRIOR TO RE-CALULATING. ' t - - r„' 2. USE SCH. 80 CPVC (BLAZEMASTER OR EQUAL) OF INDICATED SIZES FOR SAMPLING NETWORK. 0 . „ 3. ALL HSSD PIPING SEGMENTS SHOULD BE CAPPED A MAXIMUM OF 6 INCHES FROM THE FINAL L1J Z . '' ., . - ...... SAMPLING HOLE. In I 8 -6• 4. ALL HSSD PIPING MUST BE CLEANED & FREE OF DEBRIS PRIOR TO INSTALLATION. II— < Z 5. ALL HSSD PIPING AND J-BOXES MUST BE SEALED TO PREVENT AIR LEAKAGE. I: Q I 7 INFORM SYSTEM ENGINEER OF VARIATIONS IN FIELD ROUTE TO NETWORK PRIOR TO INSTALLATION. EL J EXIST. BATTERIES EXIST. BATTERIES - : ' .,. 8. LABEL PIPING NETWORK AND SAMPLING POINTS. PIPING SHALL BE LABELED "SMOKE DETECTOR = a. q SAMPLING PIPE. DO NOT DISTURB." AT INTERVALS OF NOT MORE THAN 20 FEET. Ur 9. DO NOT PLACE SAMPLING POINTS IN DIRECT AIR STREAM. >Z C. Z \ 0 0 I 0 10. DO NOT PLACE SAMPLING POINTS WITHIN 3'-0" OF SUPPLY AIR DIFFUSER. O Q 11. ALL PIPE LENGTHS NOT SHOWN SHALL BE CLOSE NIPPLES. I� ' . Q N u_ HSSD SAMPLING POINT, TYP. HSSD PIPING, TYP. HSSD PIPING ON 12. ALL PIPE DIMENSIONS ARE FROM CENTER OF FITTING TO CENTER OF FITTING. I V Q - CEILING, TYP. 13. WHITE OR CLEAR CPVC SHALL NOT BE USED THE FIRST 10' (MINIMUM) FROM ANALASER. �y Et O L L a 14. PIPE SHALL BE SUPPORTED NO MORE THAN 4'-0" APART AND AT ALL PIPE DIRECTION CHANGES, AND AT ALL SAMPLING POINT/PORT DROPS IN ACCORDANCE TO ANSI B31.1. W WIErO < (f) L± ° Q I 44'-0" / 20'-0" EXIST. BUILDING NEW ADDITION N o o 11/20 I o 0 Verizon W.O.# 2023—B01 - 7B001 AA (D N z I © HSSD PIPING PLAN /% NORTHWEST N < Li scALE: 1/4" P.O. Box 1003, Everett, WA 98206 ✓ . v veri�on 0 Q 0_ 0 in N BLDG. #2023•B01 o ILI O liet N U O (SJ O CT) w T W1 a F- -2 � Z Da w 1 rn _ i w W LO a Q N I- v UP - w - a i Z Z • 0 1'-6"A111 ALARM ALARM MUSSMUSSTROUBLE ... •. O O D O MK A Y FIRE 2 NE O it _ , , L4 r18'-0,0 1 T 1 o O tl' �h� i Z * `SE, �iii �h , POWER W 0 0 n 03 a. 1 012 NO 5 NO5L NO89 NC NO 112 NC NO1 LED (14.2� IllIl O < 1 2 3 4 5 6 7 B 9 10 It 12 13 14 n nitU /- 9 -6" 0 © 3 -6 -N1/4 r r r r r rl Pc OD .,.,. 11t2 :2 ON / \ 7 Y DOD • t NE4TWORK C 2 10'-0��( 9 I 4'-0" ❑❑ ®4 OD ADDRESS =5 07 ®6 _ 3 ®z 14 t © 6" N1/4 �� 3/4"S UNION m Y UD z s. 0 4S-0" / \ �1 1E23 0 ® ( 10.I TO FCP 1 TO IIM 1 \ o ilik_� 3/4"MT X 3/4"S 24VDC IN FCP uo ®? HssD / 0 w �� BATTERY/MEMORY — N LINK rn I— I DO 3'-6" O DO HSSD C 6> 7 -0 DO TERMINATION TB1-5(-) TB1-6(+) TB1-5 TB1-6 + ❑0 CARD Ku.) 43' O" 10z DO \ / DO I_ — ( 6.1 ) FENWAL z ANALASER II O 0.3> m 43'-0" --\ r1C W CC I11 Psu P POSER FUSE to w EN uAMAIN100P EXTERNAL DISH OUT INY STATUS OUT ® 16 15 14 13 12 11 10 9 6 7 6 5 4 3 2 1 EC - a - a 09 -24 - + - a - 4 - + - a CC 0 0 ' 0 0 OprrELrY„ . , rR, L ' l,r 1,' 'p,I ' " i_"O E n r A r_it O 0 LJJ C.--) o o i I__I Uo ov7i 1D, TYP. - Li LJ I [ HOLE SCHEDULE HOLE O HOLE DIA. Z o -- NUMBER (INCH) 6.1 5/32 10.1 15/64 10.2 15/64 10.3 1/4 L J 12.1 15/64 HSSD ISOMETRIC �2 12.2 1/4 SCALE: NTS 12.3 17/64 13.1 3/16 EQUIP. RM. DETECTOR WIRING - HSSD-1 13.2 13/64 • 13.3 13/64 NOTES: 5 —I1) SEE PLAN VIEW AND CALCULATION REPORTS FOR ACTUAL HOLE LOCATIONS ON PIPES. / 14.1 32 2) ANY CHANGES THAT ARE MADE TO THE PIPING LAYOUT MAY EFFECT 14.2 5/32 Q HOLE DRILL SIZES. NOTIFY ENGINEERING OF ANY REQUIRED LAYOUT CHANGES - - : H PRIOR TO INSTALLATION. - _ CD ai 1C Ov 3) ALL PIPE AND FITTINGS ARE 3/4" UNLESS OTHERWISE INDICATED. - - ry C 24v - REMOTE EDISPLAY W Z 1D + MODULE N HSSD-1 Y L.1_ HSSD WIRING DETAILS 1 + Q SCALE: NTS J W Q I— Q Z NOTES: i 0 SET UNIQUE NETWORK ADDRESS ON EACH DETECTOR. 0 Q Isl pQ > � 0 J Q W N w — o ~ o 0 LLI LLJ (° v (!) > LEN1Q = N o o d- I o 0 FIRE ALARM WIRE TABLE LEGEND Verizon W.0.# 2023— B01 - 7B001 AA N z I SYMBOL CONDUCTORS xx PIPE SEGMENT NUMBER I (n Q ` V A 2C#16 TW. JACKETED PAIR, MID/LOW CAPACITANCE. SLC LOOP. n SAMPLING POINT NUMBER V NORTHWEST . B 2#14, HORN/STROBE OR NAC TRIGGER CKT.'S. (YELLOW, BROWN) P.O. Box 1003, Everett, WA 98206 C 2#16, POWER FOR AUX. DEVICES. (RED, BLACK) —0— SAMPLING POINT D 2C#16 TSP, FOR HSSD RS485 LOOP. HSSD HIGH SENSITIVITY SMOKE DETECTOR ` / E 2#16 FOR AUX. CONNECTIONS. ver7on o Qw fY < a S Cl_ 0 (n (/) BLDG. #2023-B01 ! o kie: EXISTING VERIZON O NAC-1 NAC-2 MONITORING SIGNAL O �u O 7 76) TRBL. L REUSE EXISTING 120 VAC w 0 -. \— TO N PANEL °' o ,--, I--I n Q CIRCUIT $ ZO 0 O SYNC + W w ZE- N 1 NAC-1 O SYNC - I I- - r. (Jnl) _ /4 +I + our 1 Lu = n �/ 8 o + + + � � N \—J —� + IN i �� O 10K OHM 1 .,, , - ' r > 0 MINUS 1 -2 \ 1/2 WATT U - w q _�I^' H _9P4 . 1f' IAIMCIC I19�1F�C JKIno.T Cal TAMS SHOWN STATE. H,L K]1. L „ Ili/ A [ N °'�O�` SND.-2 - — — M I- IX o E VOLT.FREE RELAYS V/T RIAY ^ - "T 1 4CN I�NllilaN2 �O + AUDIBLE I'll CO O- 1134 1135 1131 T92 MS CCM ®�� ' O - AUDIBLE NAC- 2 WIRING DETAIL aQ EKc SCALE: NTS POWER NAC-2 Atlik. SUPPLY 5 + O + OUT 2 , t .,sy.t. Status _ N30 + IN 2 .404 eu\ ® PO%CR ON O Acw+owEDce O O O O MINUS 2 Y ®- O ® ALARM O O O O + i ® 0 PRE-ALARM SILENCE 4 9 6 • est\ U \ J DUAL SYNC MODULE 6 \ ♦ 10K OHM v ® TROUBLE ORESTO O O I emil _ \ J _® SUPERNSOftY O SCROLL Q O O ( ri E ` 1/2 WATT mm • 0 9LENCE ®"� �nTB4 TB5 SND.-1 a$ REMOVE Ei JUMPER �hI 1- ANALASER _ ANALASER w O1 . T NI Pa, JU PLGz as 4 DETECTOR 24VDC ~0 MP' ®^® NAC- 1 WIRING DETAIL i4) N LJf PLG1 _-I-- °' Firi6 A m-REEt-� MR 11� I'! wK E SCALE: NTS 24VDC SYNC MODULE WIRING DETAIL (EDRELAYI SCALE: NTS — © 0 0 © 0 0 0 0 © ®I o C O o Oa rat (n PC Ld 7 W 5 TELEPHONE LINE col i m J9 Cr 5 m BT OWNER 11 0 if,el 8 PI EJ �J o .I = o 14 rat 14 e o HSSD 1 ® 8 ®1 �' s�cTaaD m0 vc, 1 \ TO T81-14 ( ) O 0 0 11 ® 0 awe 0 z �4y TO Ta1-13 (+) J a® MO o FOR ENERGIZE ON ALARM OPERATION, RELAY O a® _® TBt o 2C#16 TSP 50 ® MUST BE WITHIN THREE (3) FEET OF DEVICE BEING � T1 ® RET ♦ CONTROLLED TO MEET CODE REQUIREMENTS. _0 ��®I i� ■ MR-201 N/C ®"- HVAC/DAMPER I -24VDC E 0C ® — SHUTDOWN CIRCUIT. ( I INPUT FOR SPRINKLER SWITCH, BY-PASS, PS AUX2 '( 18/24 N/O( _ p MANUAL STATION, THERMAL DET., OR ANY +24VDC ® 115 N/C Qo O O DO O O O 0 ©o OTHER N.O. DRY CONTACT DEVICE 230 C N/O & . NOTE: C- WIRE 120VAC DAMPERS ' 10K1OHMW IN FAIL SAFE MODE. in E Oo SLC IN FROM + E (+) SLC OUT I S PREVIOUS ( ) " Mill ) TO NEXT I -4rii I DEVICE OR (-) ` ( ) DEVICE T1-4, T1-1 �� o w 6IE1E�nuti C - . - - - - liDEIDILLL EXIST. DOOR 4, - «oI > I I L1PT ODO©O©©O UDO O©0 STRIKE CKT. C „situ c I-KI L� mmm I Z 8 ' t;l ® ( I�1�fii®[61Iii[67I� NO0© H I� 0 a RO�Kz awl Z — + - + II �� v im�K3 Q It ® c 12V, 18AH 12V, 18AH ® ® ® m® " Nc N.O. ® 8NOI-- w —I® f. C I-Kl ADDRESSABLE Eqp ® � ICI -C w DETECTOR \ 2 E /y� Z LL C a_ I O < a_ _ D J O FN2000SL WIRING DETAIL RELAY WIRING DETAIL z Q CL SLC WIRING DETAIL— STYLE 4 2 SCALE: NTS w � SCALE: NTS SCALE: NTS O Q > Z N < : H U w - o w I OQ Et LI Q L� CCM NOTES POWER SUPPLY NOTES li SIGNAL AGENT SOUNDER RELEASE LEAVE JUMPER W3 TO CONFIGURE AUX-1 AS NON-RESETTABLE. JP1 ON © LEAVE JUMPER W2 TO CONFIGURE AUX-2 AS NON-RESETTABLE. JP2 OFF 6 LEAVE JUMPER W4 IF POWER SUPPLY IS LAST RS485 DEVICE. CD Cn O LO JP3 ONJP4 OFF LEAVE JUMPER W1 IF SEPARATE BATTERIES ARE BEING USED. VeriZon W.O.# 2023—B01 -7B001 AA co cV Z I RX/TX MODULE NOTES 8 ENCLOSURE NOTES FIRE ALARM WIRE TABLE / WE S T N cv < u_ SYMBOL CONDUCTORS N O R TH NO CONDUIT PENETRATIONS SHALL BE P.O. Box 1003, Everett, WA 98206 RX/TX STYLE 4 STYLE 6 STYLE 6 STYLE 7 ALLOWED IN BOTTOM OR SIDES NEAR A 2C#16 TW. JACKETED PAIR, MID/LOW CAPACITANCE. SLC LOOP. JUMPERS W/ISO. BATTERY LOCATIONS B 204, HORN/STROBE OR NAC TRIGGER CKT.'S. (YELLOW, BROWN) © � W1 & W2 OPEN �NBR S RTE6S18Ri�PE C 2#16, POWER FOR AUX. DEVICES. (RED, BLACK) U © JP2 IN �Ik�_�1PEN� `/ JP3 IN �M� �PEN�,OPEI7J D 2C#16 TSP, FOR RS485 LOOP. LU J w E 2#16 FOR AUX. CONNECTIONS. verl,On 0 I < = IZ 0 0 N BLDG. #2023-B01