The URL can be used to link to this page

Home My WebLink AboutCOR-1998-General Comments and Notes - 1 � ;.G ' ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER �~ P.O. BOX 547, ANRCORTES, WA 98221 1 (360) 293-1901 -FAX (360) 993-1938 1, IAN MUNCE, DIRECTOR EDWIN FRANK,BUILDING OFFICIAL April 29, 1998 David Fey, AIA 3131 East Madison, Suite 201 Seattle, WA 98112 RE: Alliance Living Center—Genc.al Comments 1. All revisions, changes and/or alterations to the plans shall be submitted to the architect of record then to the Building Department for review and approval prior to such changes taking place at the site. Such revisions may require an additional plan review fee based on an hourly rate per UBC, Section 107.3, Section 106.4.1. 2. The automatic fire protection sprinkler system will be by separate permit and separate review. Said review will be conducted by an outside consultant. Please allow a lead-time of 4 to 5 weeks for review. 3. A fire department lock box shall be provided for the buildings. Please contact Dan Harju, Assistant Fire Chief at 293-1942 for specifics. 4. Provide listings for fire resistive windows, doors and smoke and draft control assemblies prior to installation for review and approval to include installation requirements. 5. All fire extinguishers and locations shall be approved by the fire department. Fire extinguisher cabinets shall be approved for use within a 1-hour fire resistive assembly where they penetrate such walls. Extinguisher cabinets shall be mounted 3 to 5 feet above finish floor. 6. The commercial hood and kitchen at the service building will be by separate review. A separate plan review fee will be assessed per Section 107.3. 7. The flag pole design and footings will be by separate review. Deferred submittal with plan review fee assessed. 8. Contact the building department prior to constructing the trash recycle enclosure. The City Sanitation Department will need to conduct a site visit to verify sizes. 9. Provide landscaping plan for review and approval. I I i I li k ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER �t P.O. BOX 547, RNRCORTES, WR 98221 1 (360) 293-1901 - FAX (360) £93-1938 S! IRN MUNCE, DIRECTOR '+ r EDWIN FRANK, BUILDING OFFICIAL April 27, 1998 David Fey, AIA 3131 East Madison, Suite 201 Seattle, WA 98112 RE: Alliance Living Community review comments to your letter dated April 13`h. Refer to original letter dated February 11, 1998. SITE 4. Noted. By deferred submittal the fire system will require a separate permit and plan review is required. 6 The City of Anacortes,by ordinance, has excluded state amendment Section 1006.3, allowing only a maximum 7-inch rise. e /74 . Noted. Refer to No. 6 above maximum rise is 7 inches. There does not appear to be any reference on the plans to the egress control -'� devise. Provide manufacturers details for locks. Provide hold open device. The site plan A-1.1 seems to be missing the north arrow. Revision noted. No response received. A---A separate post indicator valve will be required for each system (building) Sheet C-4, nursing unit and service building. 015--A minimum 3 feet clearance shall be provided around fire hydrants. UFC, Section 1001.7.2. 6C. � A 3-foot clearance shall be provided around each FDC. Underground fire suppression plans will need to be provided prior to the _ underground installation for review and approval. E. The nursing unit FDC should be noted as such to Sheet C-4. i f There still is not a single sheet showing FDC, fire hydrant, and PV locations. Sheet C-7, fire hydrant location on 26`h Street does not correspond with Sheet C-6. A 4 to 5 week lead time is required for fire sprinkler review. A separate permit and plan review will be completed for each building note added to Sheet C-4, not C-3. 6' Sheet C-5 does not correspond with Sheet C-4 for the FDC and fire hydrant locations. 17. Noted. The backflow testing requirements shall be completed on all devices and assemblies installed at the site, results forwarded to this department, noted to plans. 19-21. Noted. Flagpole by deferred submittal noted. ur� h All exterior signs depicting the international symbol of access shall be Blue on white background. WAC 51-30, Section 1106.16.3. RESIDENCE BUILDING 1-2. Noted. Evaluation report No. 9608 does not specify use with fire resistive construction only Type VI, which is combustible construction. I contacted Mr. Michael O' Reardon,P.E. at 205-599-9800 (listed on report)to verify use of the product and in fact he indicated the siding has not been tested lqL use in a fire resistive assembly. C A.n-c .i.a fie.--fie�J The fire resistance assembly must comply with tested assemblies per NER 200, or other evaluation reports for the TH joists. 5�-122.. Noted. No response from structural. 6 ��Gau _ Con The maximum rise is 7 inches. 15-20. Noted. RESIDENCE BUILDING BARRIER FREE I 2 0 0 1-8. Noted. (% All laundry rooms, staff or resident use would require accessibility so as not to discriminate against any employee. Noted. As we discussed by phone, the smoke guard door will be used in lieu of the elevator lobby. 11-12. Noted. ELECTRICAL—Residential Building 1-2. Noted. MECHANICAL—Residential Building 1. Noted. The penetrations for exhaust fans, can lights, etc.,would be considered as concealed within the building construction. The protective membrane is the ceiling therefore requiring protection per Section 710.2. The exception does not seem to apply to the ceiling area. Fire dampers are required. How will penetrations for the intake and exhaust pipes be dealt with? 3. Noted. l 4.flI—N�oresponse received. e✓ ine comment has not been addressed. Please read Sections 710.2, 710.3 and 711. 6. Noted. PLUMBING 1-3. Noted. b� Sheet M-14 appears to address the service building, noted. The residence buildings, Room 132, again has a penetration of the horizontal 1-hour resistive occupancy separation ceiling assembly. A 1-hour fire resistive shaft would be necessary, as a combustion air duct cannot have a fire smoke damper installed. UBC, Section 710.2, UMC, Section 702.2. Combustion air ducts shall serve a single appliance enclosure. UMC, Section 704.1.U � c"'� I 3 6. No response received. The alarm system will be under separate permit and review as a deferred submittal. 7. The automatic fire sprinkler system will be an NFPA13 system. UBC, Std. 9-1 per architect. GENERAL 1. Noted. SERVICE BUILDING 1-12. Noted 13. Not approved or tested for fire resistive assemblies. 14. Noted,however the second floor plan M-14, shows penetrations for water eater B- vents within 10 feet of the exterior wall. 15-16. Noted. 17. The City of Anacortes has not adopted amended Section 1006.3. Maximum rise is 7 inches. 18-19. Noted. 20. Kitchen equipment by deferred submittal noted. 21. Commercial hood by deferred submittal noted. 22. By deferred submittal. 23-27. Noted. MECHANICAL 1. Noted. 2. The first floor corridor is also a part of the lobby reception area. Show fire, smoke dampers. 3. Noted. 4. No response received. 5-6. Noted. 4 i NURSING UNIT 1. Noted. 2. Noted. 3. Vinyl siding not shown as approved for use with 1-hour construction. 4-11. Noted. 12. The intent of Section 905.2.4, Section 1005.8.1, Section 713.3, 713.8, 713.9 is that these items are assemblies tested as such not separate components tested independently of each other. 13C The hood shall be vented to the exterior to prevent smoke and vapors from G entering the building. 14. Noted. 15, Residential dishwasher for therapy only. 16. "__�rcduced pressure backflow assembly is required at the main building water (� supply service. RP assembly may not be installed in a vault. Address to plans. 17. Noted. 18. Sprinkler plans deferred submittal. 19. Alarm plans deferred submittal. GENERAL COMMENTS 1. -Wresponse recieved, verify meter size. f)-o- - I- Noted. Respectfully Submitted, CITY OF ANACORTES Don Measamer Plans Examiner DM:md 5 C To Anacortes Planning& Community Development Dept. Attn..:Don Measemer Response to"comments and questions" re Alliance Living Community project as pertaining Site /Civil only. In order of document dated Fed. 11, 1998 ClL— Survey is included f '— Plotted Seal O.K. per your Engineering Dept. Signature is hand on 'nal - Existing impervious area: 80536 s.ft. Proposed impervious area: 90881 s.ft. Lot size: 120359.13 s.ft. Calculations done with Autocad area commands. 04-- New e to e a uniform 2 ''/z" dia.. c&!- See Architect's revisions. r s pfr� Provided on Architect's plansO—k Service building barrier free stalls to match sidewalk grades, 2%maintaineda Barrier free access routes have been defined on C-3. Not all accesses to buildings are barrier free. Barrier free access routes have been defined on C-30K-- 60Y Rock retainage is landscape only and does not provide structural support to any critical structures. 44--t2'1'o be addressed by Architect. o `— ,-W. Corrected on C-4, as is on C-6. 15. Added on C-3.-- ,- - -v,- C. 16. Added on C-3. 17. Corrected on C-6. 18. Noted/conform to city stds. 19.-endTo be addressed by Architect. Response to"comments and questions" re Alliance Living Community project as pertaining Fire Department only, Assistant Chief Dan Hardju., 2/4/1998 Stortz couplers have been labeled"redhead" and sized 5" to conform to fire department requirements. FDCs and one hydrant have been relocated to meet proximity requirements. Respectfully Submitted 4J.Vandenbroek. Fakkema&Kingma, Inc. Facsimile ATTM: 14*'Vq5 RVQARDIMG: �{��11 ✓�"{�/".�—{TL�� February 4, 1998 onre: To: Ed Frank Don Measamer 3131 Eas,nadlron Suite N-201 6ovfie.WA 98112 206.328.5974 206.326 6972 From: Assistant Chief Dancvtr l -_ . Re: Anacortes Convalescent Center, Civil.Plans Dated 12/30/97 I have reviewed these plans against previous comments submitted by the fire department. I have these comments to submit for inclusion in the general plan review process. I will provide my comment both in written form as well as on the set of plans I am returning to you. 1. The fire department apparatus access points as drawn in red on page C-3 meet the intent of the fire code. But, there are chain link fences that appear on other pages of the plan that surround the structures and will inhibit fire personnel access to all areas lh of the facility. Provisions for access need to be addressed. Ideally, there should be no impedance to ground level access for fire fighting and rescue activities. The applicant T;Jt47 1�1 should explore access measures, or submit alternative fencing proposals for approval. 2. UFC, section 902.3.1, 1994 Edition. 3. Submit data that substantiates whether the "Grass Crete" pavers will support apparatus weighing 35,000 pounds. UFC, section 902.2.2.2, 1994 Edition. 4. Submit details for the installation of the 'bollards at the south end of the circle drive to the residential buildings. 5. There is a second driveway entry to the main parking lot shown on page C-3. Where does this drive go and how does it tie into the normal street access? Tv xts --NO `�Xst 47TMfve� 6. Page C-4 shows a detail of the water check valve vault and FDC. The fire department requires all FDC's to be lead into the system side of the riser/alarm valve assemblies, for wet sprinkler systems. The only exception is for systems where NFPA requires an alternative design. 7. The fire department requires a 5" locking storz fitting installed on hydrant steamer ports and fire department connections for sprinkler systems. This was not specified in previous comment letters submitted by the fire department. Contact Dan Harju or Bob Clumpner for standards regarding these two hydrants. 8. the existing hydrant and FDC locations for the new residential buildings need to be moved. They need to be located near the hydrant at the entrance from 26th Street. The required location for all three devices ( 2-FDC's and 1 hydrant) is west of the entrance to the circle drive to the new residential buildings off 26th Street. This will provide better apparatus access to the FDCs , without blocking vehicle access to the circle drive. UFC, section 903.4.2, 1994 Edition. February 4, 1998 To: Ed Frank Don Measamer From: Assistant Chief Dan rju' Re: Anacortes Convalescent Center, Civil Plans Dated 12/30/97 1 have reviewed these plans against previous comments submitted by the fire department. I have these comments to submit for inclusion in the general plan review process. I will provide my comment both in written form as well as on the set of plans I am returning to you. � t 1 The fire department apparatus access points as drawn in red on page C-3 meet the C intent of the fire code. But, there are chain link fences that appear on other pages of the plan that surround the structures and will inhibit fire personnel access to all areas of the facility. Provisions for access need to be addressed. Ideally, there should be no impedance to ground level access for fire fighting and rescue activities. The applicant p should explore access measures, or submit alternative fencing proposals for approval. (�2. UFC, section 902.3.1, 1994 Edition. c)L/a. Submit data that substantiates whether the "Grass Crete" pavers will support apparatus weighing 35,000 pounds. UFC, section 902.2.2.2, 1994 Edition. 6". Submit details for the installation of the "bollards at the south end of the circle drive to the residential buildings. 6r? . There is a second driveway entry to the main parking lot shown on page C-3. Where does this drive go and how does it tie into the normal street access? y-'-?6. Page C-4 shows a detail of the water check valve vault and FDC. The fire department requires all FDC's to be lead into the system side of the riser/alarm valve assemblies, for wet sprinkler systems. The only exception is for systems where NFPA requires an alternative design. i The fire department requires a 5" locking storz fitting installed on hydrant steamer (/ ports and fire department connections for sprinkler systems. This was not specified in previous comment letters submitted by the fire department. Contact Dan Harju or Bob Clumpner for standards regarding these two hydrants. 8. the existing hydrant and FDC locations for the new residential buildings need to be moved. They need to be located near the hydrant at the entrance from 26th Street. The required location for all three devices ( 2-FDC's and 1 hydrant) is west of the entrance to the circle drive to the new residential buildings off 26th Street. This will provide better apparatus access to the FDCs , without blocking vehicle access to the circle drive. UFC, section 903.4.2, 1994 Edition. III . l Alliance Living Community Project Preliminary Site Plan Review Anacortes Fire Department By: Rick Auston, Assistant Chief August 1, 1997 To whom it may concern; The following preliminary site plan review notes are in fact preliminary. It is the intent of this review to address, with a broad stroke, issues as it relates to the proposed buildings and site layout. The issues are evaluated through the 1994 Uniform Fire Code and other related documents recognized by the Anacortes Fire Department. This is not a complete review and should not be considered as such. Further review will be conducted through the plan review process when the final plans are submitted to the Building Department. According to the preliminary site plans all of the buildings will be constructed as Type V-1 hour. The plans show that the service building has a basement and that none of the buildings will be more than 2 stories in height. Further the nursing home is identified as an 11-1 .1" Occupancy, the service building as a "B" Occupancy and the Assisted Living as an "R"-1 Occupancy. According to the Washington State Amendments 1994 Uniform Fire Code dated 6/30/95, this Assisted living occupancy is a Group L.C. Occupancy. FIRE HYDRANTS: It is the fire departments recommendation that this fire hydrants be developed in a looped type system. Fire hydrant requirements for this project is complicated due to the configuration/layout of the buildings as proposed. The Uniform Fire Code Section 902 states the following; "...when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire a water supply on a public street, as measured by an approved route around the exterior of the building or facility, on-site fire hydrants and mains capable of supplying the required fire flow shall be provided. Additional fire hydrants will be required, but further review of the entire area will be necessary to support the Uniform Fire Code Requirements. i Fire Flow for this site is as follows: 1. Nursing Building (11,251 sq.ft.) the approximate fire flow is 2,000 gpm at 20 psi residual. 2. Service Building (7,834 sq.ft.) the approximate fire flow is 1500 gpm at 20 psi residual. 3. Residence Building (24,857 sq.ft.) the approximate fire flow for each of the two buildings is 2,700 gpm at 20psi residual. Note; The flow duration is two hours. This should not be and issue with the city water system. The required fire flows as stated can be reduced 50% when an approved automatic sprinkler system is installed in accordance with the Uniform Building Code and National Fire Protection Association (NFPA) #13. However, the minimum requirement for fire flow is 1500 gpm at 20 psi residual for 2 hours. The submitted preliminary plans state that all buildings will be protected with automatic fire extinguishing system, therefore, the 50% credit applies and the accepted minimum fire flow for this site is 1500 gpm at 20 psi residual for 2 hour duration. Prior to having the permit issued, a fire flow test shall be conducted and the test reports must be submitted to the fire department for evaluation. Once the project is ready for final another fire flow shall be conducted and the test results of the new system shall be submitted to the fire department for their records. The fire flow will also be used by the sprinkler designer to design the sprinkler systems for each of the buildings. Fire Department Connections (FDC) appear to be in a good location, but final approval will come through the plan review process. The FDC's shall be within 40 feet of an approved fire hydrant. Post Indicator Valves will be installed. Each sprinkler system shall have a Post Indicator Valve located near the fire hydrant near the FDC'S. The FDC's and PIV'S are to be painted red and the FDC's shall indicate which building they serve and labeled "Fire Department Connection". The sprinkler system shall be designed by a State of Washington licensed contractor and the installation for both the underground and aboveground. The contractor shall stamp all plans with his/her license. Fire Alarm System shall be installed in accordance with the Uniform Fire and Uniform Building Codes. It appears that the chapel is an assembly occupancy and special consideration for this area is required. i Commercial Hood Systems: A commercial hood system for the kitchen in the residence building and service building may be required. Additional information as to how it is to function will determine the need. Address: The address of the buildings will require review by the fire department. A directory may be required to facilitate quicker emergency response. Lock Box: To facilitate for an easier access to each building a lock box is recommended. The application for the lock box is located at the fire department. Magnetic hold open devices: Magnetic hold open devices shall be installed as per the Uniform Building Code and connected to the automatic fire alarm system. Radius: All radius must be at least 20 foot minimum. Access: Fire department access around the buildings appears to be the biggest challenge for this project. Uniform Fire Code Section 902.2.1 states; ... when any portion of the facility or any portion of an exterior wall of the first story of the building is located more that 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility, a fire access road shall be provided. According to the preliminary site plan the access does.not meet the intent of this code. Ed, please pass this on to the owners and developers. If they have any questions please let them know that I will be back in town around August 26, 1997. If they need to contact us sooner they can contact Richard or Dan. tks ric The RICE Group, Inc. Consulting Engineers 19015 36th Ave.W., Suite E - ,Lynnwood, WA 98036 425/774-3829 Fax 425/672-2084 - E-mail: dcegroup@aol.com II RICE Group, Inc. David Fey, Architect 3131 E.Madison Seattle,Wa. 98112 m Subject: Alliance Living Community-Plan Review Responses. Dear David, i Following are my responses to the City of Anacortcs plan review comments and questions. Some responses are from the civil review that seem to apply to mechanical. The revisions or gdditions have been clouded on the drawings and given a revision 2 number. RESPONSE TO FEBRUARY 11, 1998 REVIEW CIVQ n /14�5�_Note covering this item has been added to General Notes on Sheet M-1 J 6`54 Note covering this item has been added to General Notes on Sheet M-1 RESIDENCE BUILDING ®1L WSEC conformance data is enclosed. a AW---Please-ref r tP`dctail, Sheetm-17. MECHANICAL-RESIDENT BUILDING Required dampers have been shown. 2 We believe fire dampers are not required in accordance with UBC 710.3 (exception 3). Smoke/fire dampers have been added,see Sheet M-16. 4 Refer to Architects comments. ame as(2)abedd e. Note has been added to cover this item. �- P__ L�J.TMBING �Y,�Cleanouts have been added. 472 Backflow preventers have been added See detail Sheet m-17. Listing of device needs to be provided by kitchen consultant or contractor. �� / Relief valve discharge lines have been shown extending to exterior of the building. �Y— -CSC Please refer to Mech.Rm.B-132,Sheets M-14 and M16 for combustion air ducts. ` W 6. Electrical item I don't know the answer to this yet. SERVICE BUILDING -MECHANICAL 7CcoP'ince forms areencloshave shown on drawings primer has been covered with a General Note, Sheet M.1. 4. Civil. l � \ dc 0w preventers have been shown. See detail Sheet M-17. oor drain has been added. MA RCH 10,1998 REVIEW momokelfire damper has been added. 15. I ar 'afydishwasher. 16. eil'J 17. egtitpliancc forms are enclosed. } a a 3 ARCHITECTURE AND STRATEGIC VISIONING 3131 East Madison Suite N° 201 Seatxle,WA 98112 corm/dfey @ seattlegroup. com Iele206.328.5974 fa., 206.328.5972 April 13, 1998 Anacortes Planning&Community Development Department P.O.Box 547 Anacortes,WA 98221 Edwin Frank,Building Official Don Measamer,Plans Examiner RE: Alliance Living Community review comments dated February 11, 1998 The following is a written description of modifications made to our construction documents in response to your plan review comments. Any additions or alterations have been"clouded"on our revised submittal drawing set. SITE �^ 6 Additional details have been added describing the exterior stairs on sheet A-1.5. A maximum rise of 7-1/2"has been identified per Washington State Amendment,U.B.C. Section 1006.3. Please see civil drawings for actual, stair specific,rise. -1" + b R`S2 t-,tv4--The north exit of the nursing home is not required to be accessible per our discussion on 2/25/98. Two exits are required to be accessible per U.B.C. Chapter 10. This exit is more than 6" above grade. E)Y6-The rock retaining wall detail shown on sheet A-1.4 has been deleted from the architectural drawings in order to avoid any discrepancy with the similar detail shown on civil drawings sheet C-7. A side elevation of the exterior handrail has been added to the detail on sheet A-1.5 which notes handrail extension requirements as well as rise and run information per Washington State Amendments,U.B.C. Sections 1006.3 and 1006.9. -7" mwF+ ^+�° Gates have been modified as illustrated on the Site Plan(Sheet A-1.1)and their orientation has been changed so that they all swing in the direction of travel. The gates shall be equipped with panic hardware on a magnetic lock system meeting requirements for special egress control devices per Washington State Amendment,U.B.C. Section 1004.5. The concrete walkway at the northeast comer of the east residence building and the concrete walkwa at the west side of the west residence building have both been extended out to the sidewalk along 26 street. See clouded revisions on the Site Plan(Sheet A-1.1). ® Fire sprinkler system design will be submitted for review prior to installation. .,-4 JS. Back flow protection device testing results will be provided by licensed designer with deferred fire sprinkler system submittal. Manufacturer's data and installation instructions have been provided for the grass pave system as quested(attachment A). Grass pave detail has been added to drawings on Sheet A-1.6. Site details No. 9,No. 10, and No. 17 on Sheet A-1.4 have been corrected to refer to detail No. 16 on Sheet A-1.4. 6C!rfe'tail No. 17 on Sheet A-1.4 has been revised to include reference to accessible parking stalls and access aisles being located on surfaces with a slope not to exceed 1 vertical in 48 horizontal per ashington State Amendment,U.B.C. Section 1107.2.4. Q'22. Manufacturer's engineering and installation instructions for the flagpole footing will be provided as a deferred submittal. �-® etail No. 16 on Sheet A-1.4 calls for the handicap symbol to be painted in white directly on the asphalt paving surface of the parking lot. It is our understanding that this-satiisf es Washington State Amendment U.B.C. Section 1106.16.3,which requires that"symbols have a high contrast with their ON: ■8r. ` 1811 backgrounds." Please note that our handicap parking sign details(No. 12 and No. 18 on Sheet A-1 A) do specify white symbols and lettering on a blue background. RESIDENCE BUILDING SEC compliance to be provided by mechanical pecification section 07200 has been amended to include a note requiring foam insulation to have a flame spread rating of not more than 75 and a smoke rating of not more than 450(Specification 07200.201.A.)D" 3 Manufacturer's documentation to support the use of vinyl siding in 1-hour construction and installation instructions have been provided as requested(attachment B). V"�C� "�. Floor and roof types No. 2 and No. 3 on Sheet A-0.2 do show two layers of 5/8"Type`X' GWB whereas evaluation report No.200 requires two layers of Yz"Type`X' GWB. We have discussed this with the Northwest wall and Ceiling Bureau and it is their opinion that two layers of 5/8"Type `X' GWB only increases the fire resistance of the 1-hour assembly. The 15u Edition of the Gypsum Association's Fire Resistance Design Manual also notes that"additional layers of type X or regular gypsum board shall be permitted to be added to any system"under their general explanatory notes (note No. 18, attachment Q. Floor type No.3 is the same assembly as No.2,with the 1-hour ceiling directly below the joists. The single layer of 5/8"Type`X' suspended by metal channels is not intended to be part of the 1-hour assembly. 0—been following details illustrating 1-hour fire resistive protection of the of the structural frame have 0l7 been added: ❑ Built Up Column Detail D on Sheet A-5.9(Kitchen posts) _` ❑ Enlarged Balcony Detail A on Sheet A-5.1 (Exposed beams and entry posts) WSerification has been made that windows specified for bedrooms meet egress requirements and otation has been added to the window schedule on Sheet A-6.1 identifying them as egress windows. The orientations of the main exit doors have been changed so that they swing out in the direction of ravel as was suggested. frThe 1-hour fire resistive wall has been extended on through the void between the tubs of adjoining units. Please see clouded modification on plans. MechanicaVElectrical V "' An NFPA 13 sprinkler system has now been specified for the residence buildings and based on the exception for approved automatic sprinklers,U.B.C. Section 708.3.1.2.2,draft stops have been p vided based on an area of 9,000 square feet and a maximum horizontal dimension of 100 feet etween. The janitor room door illustrated on Sheet A-7.2 has been modified to swing the other way as shown n the floor plans and correctly numbered as door No. 118. Additional information has been provided to describe the 1-hour occupancy separation required for the attic furnace rooms. The 1-hour rated doors and the 1-hour rated ceiling assembly are now noted directly on the Roof Plan. The 1-hour walls will be constructed within the void of the attic trusses. lease see the revised Roof Plan on Sheet A-3.1 and revised Building Section C-C on Sheet A-5.1. 13 Structural Additional notes have been added to the stair details on Sheet A-5.8 pertaining to rise and run, as well as handrail extension requirements as requested. Also, complete stair sections have been added on Sheet A-5.11. Pocket doors having frames that interfere with the 1-hour fire resistive walls surrounding the furnace �_I.- rooms have been replaced with swinging doors as shown on floor plans and Door Schedule. 0 6 Sleeping rooms have been provided on the second floor for clients with an evacuation capability of II /or III, and it has thus been divided into two compartments by 1-hour smoke barrier. °7 Smoke control is handled passively. A smoke barrier dividing the upper floor into two compartments C/ is provided meeting U.B.C. Section 308.2.2.1. Following are calculations illustrating compartment area requirement compliance: 8,264 sq. ft.times occupant load factor of 300 equals 28 occupants 6 sq. ft.required per occupant times 28 equals 168 sq. ft.to be provided The compartment area comprised of Resting Area 222 and Corridor 225 is 342 square feet. The compartment area comprised of Corridor 224 and Resting Area 220 is 787 square feet. JRRecessed mailboxes are illustrated in Detail A on Sheet A-5.10. The 1-hour fire resistive wall assembly penetration is protected with a 5/8" Type `X' GWB membrane-penetration fire stop. he hour rating for doors A-118 and B-118 have been changed to 60-minute fire resistive in the Door Schedule on Sheet A-6.1. 6?0/f he hour rating for door No. 225 has been changed to 20-minute fire resistive in the Door Schedule on Sheet A-6.1. RESIDENCE BUILDING BARRIER FREE 61 Unit No. 202 has been altered to a Type A accessible unit. See floor plans. btZ,_ ee additional accessible parking stalls have been added. See Site Plan on Sheet A-l.l Units A-103 and B-112 on the main floor are Type A accessible units. A shower has been added to Unit B-112 on the floor plans and the Barrier Free Unit Interior Elevation has been corrected on Sheet A-7.1. `C Bathroom pocket doors are 36"wide(32" clear opening)with wire pull hardware. See revised door schedule on Sheet A-6.1 and details 4B and 4C on Sheet A-6.4. Additional information has been added to the interior elevations to illustrate code compliance for the CJ accessible bathrooms. All public toilet and bathing facilities are accessible and therefor do not require an international symbol of access(Washington State Amendment,U.B.0 Section 1103.2.4.1.4). Manufacturer's data on the accessible roll in showers has been provided as requested(attachment D). �vThe Barrier Free Kitchenette detail has been revised to note a 27" clear knee space on Sheet A-7.1. Common use kitchens have been revised to comply with the barrier free requirements of Washington State Amendment,U.B.C. Section 1103.1.8.1. See floor plans and interior elevations. Placement of mirrors, dispensers,and other fixtures has been adjusted to within 40"above the finished floor as per Washington State Amendment,U.B.C. Section 1106.11.8. 9. Main floor laundry rooms will be used by staff, and are not intended to be common use facilities. The upper floor laundry rooms are common use facilities and accessible counters have now been provided. See floor plans. ®tb`Elevators shall be accessible as required. Please see manufacturer's letter indicating ADA compliance (attachment E). I 1 Cabinets will be provided with wire pull hardware per specifications in Barrier Free Units. Notation h s been added to the Window Schedule on Sheet A-6.1,for windows in Barrier Free Units, outlining the requirements of Washington State Amendment, U.B.C. Section 1106.3.1. rylt. Accessible design details have been provided for the common use bathtubs as requested(attachment D). ELECTRICAL—RESIDENT BUILDING MECHANICAL—RESIDENT BUILDING PLUMBING GENERAL t has n our experience that given the nature of the resident population,wall assemblies using wool b insulation suffice for providing acoustical insulation. We understand that these assemblies do not meet the specified STC rating. Likewise,the floor/ceiling assemblies are shown without resilient channels base on the diminished sensitivity of residents to noise. Activity levels within these settings is typically low and noise is not a problem. SERVICE BUH DING The west wall type identification tags have been corrected to show 1-hour fire resistive Wall Type`A'. The Door Schedule on Sheet A-6.2 has been corrected to identify doors No. IOTA and No. 120A as 45-minute fire rated with wire glass. The Window Schedule on Sheet A-62 has been amended to list ,window`H' in the office as a 45-minute fire rated wire glass assembly. Door No. 103B is a distance greater than 10 feet from the assumed property line and is not required to be protected. Only non-flammable soap will be stored in the laundry and drying rooms. The glazing next to door No.109(now labeled on the Floor Plan as`E' and`F')has been added to the Window Schedule on Sheet A-6.2 and identified as a 45-minute fire rated wire glass assembly. Specifications Section 08800 has been revised to require polished wire glass to comply with part 11 of U.B.C. Standard 24-2. The requirement for fire resistive glazing to be permanently etched with the time of fire resistance has been noted on detail No. 11 on Sheet A-6.4. Doors No. 105 and No.205 have been changed to single 36" doors with hardware group 11W-5. See floor plans and the Door Schedule on Sheet A-6.2. A note has been added to the floor plans, in addition to existing wall type identification tags,that states all walls not otherwise identified are to be wall Type V. The 1-hour fire resistive construction required below Stair 102 for the proposed storage area (accessible from Storage 110)is illustrated in Service Building Stair Section"A'on Sheet A-5.11. �{7 The lever lockset called out for in hardware group HW-11,for exit doors,will be openable from the Bell inside without the use of a key or any special knowledge per U.B.C. Section 1004.3 Specification Section 08300 has been amended to include reference to U.B.0 Standard 7-2,as per U.B.C. Section 703.4. The glazing next to door No. 206(now labeled on the Floor Plan as `G')has been added to the Window Schedule on Sheet A-6.2 and identified as a 45-minute fire rated wire glass assembly. Specifications Section 08800 has been revised to require polished wire glass to comply with part II of ZiB.C. Standard 24-2. The requirement for fire resistive glazing to be permanently etched with the time of fire resistance has been noted on detail No. 11 on Sheet A-6.4. 10. The glazing at second floor stair landings has been noted tempered on the floor plans and in the /Window Schedule on Sheet A-6.2. The second floor storage room, Storage 214,is a Division 1 storage occupancy and does not require fire separation. R-10 insulation has been extended up between the slab and the foundation stem wall to form a thermal break. See typical wall sections and building sections. �. Evaluation reports showing compliance of the specified vinyl siding with U.B.C. Standard 14-2 have been provided as requested(attachment B). �€4 A parapet has not been provided on the west exterior wall based on U.B.C. Section 709.4.1 exception 5,which allows for 1-hour fire-resistive exterior walls to terminate at the underside of the roof sheathing when specified provisions are met. On the Upper Floor Reflected Ceiling Plan on Sheet A- 3.6, an additional layer of 5/8"Type`X' GWB has been added to the ceiling to provide the required 1- hour fire-resistive construction for a distance of 10 feet from the interior side of the wall. There are no roof openings located within 10 feet of the 1-hour fire-resistive exterior wall. The roofing specified is a Class"A"roof covering. Additional information has been added to the interior elevations to illustrate accessibility compliance bathrooms. Interior elevations have been revised for all public toilets and bathing rooms to call for 48"high plastic laminate at walls within 2 feet of the front and sides of water closets per U.B.C. Section 807.1.2. 1 A maximum rise of 7-1/T'has been identified per Washington State Amendment,U.B.C. Section 1006.3. ^ Additional notes have been added to the stair details on Sheet A-5.8 pertaining to rise and run, as well U as handrail extension requirements as requested. Also, complete stair sections have been added on Sheet A-5.11. A pressure treated 2x4 thrust plate in combination with 30#felt has been noted in stringer detail IOA sheet A-5.8. The commercial kitchen is being equipped by bidder design and as such, manufacturer's data for the walk-in cooler and freezer will need to be provided as a deferred submittal. 2 Complete plans of the Type I commercial hood will also be provided as a deferred submittal Z . A commercial hood shall be provided per bidder design for the commercial dishwashing machine in the service building. All dishwashers in the residence building are domestic type units. The area shown in Section B on Sheet A-5.5 is a roof used only for the service of the building and requires no guardrail. The insulation noted is tapered perlite insulation by U.S. Intec,Inc. See revised specifications Section 07515 and manufacturer's data(attachment F). Commercial hood shaft termination of 24"minimum has been noted on Service Building Elevations Sheet A-4.2 and Range Hood Exhaust Shaft detail D on Sheet A-5.5. Interior elevations of the reception lobby have been revised to show counter meeting barrier free requirements, see Sheet A-7.7. Bankers gate opening 32"clear has been noted on the floor plan and /ntenor elevation. UL6 A typical exterior threshold detail has been added, detail No. 12 on Sheet A-6.4. Xt Attic draft stops. MECHANICAL RE: Alliance Living Community Nursing Unit review comments dated March 10, 1998 011/1 In addition to the existing identification tags,typical wall section identification tags have been added to �he floor plans as well as a note that states all walls not otherwise identified are wall Type `C'. All laundry is performed in the service building. Soiled Utility room No. 122 is separated by a 1-hour occupancy separation as required for soiled linen rooms in U.B.C. Table 3-C. Manufacturer's documentation to support the use of vinyl siding in 1-hour construction and installation /instructions have been provided as requested(attachment B). rA. The Oxygen Room has been renumbered No. 168. The required 1-hour fire-resistive separation, as UUU ell as a note requiring identification placards to be installed on the door,has been added to the floor plan. Door No. 168 is listed as a 60-minute rated assembly in the Door Schedule on Sheet A-6.3. The sections on Sheet A-5.6 have been revised to show 1-hour fire-resistive construction. The locations of the illustrated wall sections have been identified on the floor plan. A 1-hour occupancy separation has been designated for Room 188 on Life Safety Sheet No. A-0.3. /Door No. 188 is listed as a 60-minute rated assembly in the Door Schedule on Sheet A-6.3. 7. Class"A" asphalt roofing has been specified. Manufacturer's listing has been provided as requested (attachment G). Interior elevations have been revised for all public toilets and bathing rooms to call for 48"high plastic laminate at walls within 2 feet of the front and sides of water closets per U.B.C. Section 807.1.2. Sheet inyl flooring is specified in the Finish Schedule on Sheet A-6.7 and described in Specification Section 9650 on Resilient Flooring. specification Section 09950 has been revised to list V WC-1 as Regiment by Koroseal which has a /flame spread index of 15 making it a Class I. Windows designated"E"adjoining door No. 119 have been noted tempered on the floor plans and in the Window Schedule on Sheet A-6.3. ,Uctyf Doors No. 144 and No. 164B are listed as having hardware group HW-21 which has been revised to further describe the exit devise as"panic hardware". Door No. 119 is listed as having hardware group HW-4 with a lever lockset as opposed to panic hardware. Door No. 120A is listed as having a lever latchset and a note has been added to the floor plan instructing that a sign is to be provided at the door indicating that the door is"NOT AN EXIT". �w12. It is our intention that labeled doors and fram es be provided. It was our understanding,however,that ated assemblies other than the cross corridor smoke assemblies could be assembled off site. Kitchen equipment, shown in nursing unit,is residential type used for occupational therapy with a re- c}iculating range hood,- rno etp,e�-i 0+ Mechanical 6*-1ee item No. 13 above. .. Civil will be providing a pressure back flow assembly housed in an exterior vault. ca 18. The sprinkler system is being provided by bidder design and as such, plans will need to be provided as ��a deferred submittal. i{ 19. The alarm system is also being provided by bidder design,plans will need to be provided as a deferred submittal. GENERAL COMMENTS Civil Applications have been completed for individual buildings. 3. The total number of existing residential units is 23, consisting of 22 apartment units and 1 single family residence. The total number of proposed residential units is 84, composed of 2—42 unit assisted living buildings. 4. The existing nursing unit was designed for 119 beds but currently is licensed for and operating with 77 beds. The proposed plan will reduce the total number of nursing beds to 44. 1T Y O RNRCORTES PLANNING & COMMUNITY DEVELOPMENT DEFT. PERMIT CENTER P.O. BOX 547, RNACORTES,WA 98441 1 (360) 293-1901 -FRX (360) 293-1938 � y IAN MUNCE, DIRECTOR CQg EDWIN FRANK,BUILDING OFFICIAL April 27, 1998 David Fey, AIA 3131 East Madison, Suite 201 Seattle, WA 98112 RE: Alliance Living Community review comments to your letter dated April 13th. Refer to original letter dated February 11, 1998. SITE 1-4. Noted. 5. By deferred submittal the fire system will require a separate permit and plan review is required. 6. The City of Anacortes,by ordinance, has excluded state amendment Section 1006.3, allowing only a maximum 7-inch rise. 7-10. Noted. 11. Refer to No. 6 above maximum rise is 7 inches. 12. There does not appear to be any reference on the plans to the egress control devise. Provide manufacturers details for locks. Provide hold open device. 13. The site plan A-1.1 seems to be missing the north arrow. Revision noted. 14. No response received. A. A separate post indicator valve will be required for each system (building) Sheet C-4, nursing unit and service building. B. A minimum 3 feet clearance shall be provided around fire hydrants. UFC, Section 1001.7.2. C. A 3-foot clearance shall be provided around each FDC. D. Underground fire suppression plans will need to be provided prior to the underground installation for review and approval. E. The nursing unit FDC should be noted as such to Sheet C-4. i F. There still is not a single sheet showing FDC, fire hydrant, and PV locations. Sheet C-7, fire hydrant location on 26`h Street does not correspond with Sheet C-6. 15. A 4 to 5 week lead time is required for fire sprinkler review. A separate permit and plan review will be completed for each building note added to Sheet C-4,not C-3. 16. Sheet C-5 does not correspond with Sheet C-4 for the FDC and fire hydrant locations. 17. Noted. 18. The backflow testing requirements shall be completed on all devices and assemblies installed at the site,results forwarded to this department,noted to plans. 19-21. Noted. 22. Flagpole by deferred submittal noted. 23. All exterior signs depicting the international symbol of access shall be blue on white background. WAC 51-30, Section 1106.16.3. RESIDENCE BUILDING 1-2. Noted. 3. Evaluation report No. 9608 does not specify use with fire resistive construction only Type VI, which is combustible construction. I contacted Mr. Michael O' Reardon, P.E. at 205-599-9800 (listed on report) to verify use of the product and in fact he indicated the siding has not been tested for use in a fire resistive assembly. 4. The fire resistance assembly must comply with tested assemblies per NER 200, or other evaluation reports for the TJI joists. 5-12. Noted. 13. No response from structural. 14. The maximum rise is 7 inches. 15-20. Noted. RESIDENCE BUILDING BARRIER FREE 2 1-8. Noted. 9. All laundry rooms, staff or resident use would require accessibility so as not to discriminate against any employee. 10. Noted. As we discussed by phone, the smoke guard door will be used in lieu of the elevator lobby. 11-12. Noted. ELECTRICAL—Residential Building 1-2. Noted. MECHANICAL—Residential Building 1. Noted. 2. The penetrations for exhaust fans, can lights, etc., would be considered as concealed within the building construction. The protective membrane is the ceiling therefore requiring protection per Section 710.2. The exception does not seem to apply to the ceiling area. Fire dampers are required. How will penetrations for the intake and exhaust pipes be dealt with? 3. Noted. 4. No response received. 5. The comment has not been addressed. Please read Sections 710.2, 710.3 and 711. 6. Noted. PLUMBING 1-3. Noted. 5. Sheet M-14 appears to address the service building, noted. The residence buildings,Room 132, again has a penetration of the horizontal 1-hour resistive occupancy separation ceiling assembly. A 1-hour fire resistive shaft would be necessary, as a combustion air duct cannot have a fire smoke damper installed. UBC, Section 710.2,UMC, Section 702.2. Combustion air ducts shall serve a single appliance enclosure. UMC, Section 704.1. 3 f i 6. No response received. The alarm system will be under separate permit and review as a deferred submittal. 7. The automatic fire sprinkler system will be an NFPA13 system. UBC, Std. 9-1 per architect. GENERAL 1. Noted. SERVICE BUILDING 1-12. Noted 13. Not approved or tested for fire resistive assemblies. 14. Noted, however the second floor plan M-14, shows penetrations for water eater B- vents within 10 feet of the exterior wall. 15-16. Noted. 17. The City of Anacortes has not adopted amended Section 1006.3. Maximum rise is 7 inches. 18-19. Noted. 20. Kitchen equipment by deferred submittal noted. 21. Commercial hood by deferred submittal noted. 22. By deferred submittal. 23-27. Noted. MECHANICAL 1. Noted. 2. The first floor corridor is also a part of the lobby reception area. Show fire, smoke dampers. 3. Noted. 4. No response received. 5-6. Noted. I 4 � NURSING UNIT 1. Noted. 2. Noted. 3. Vinyl siding not shown as approved for use with 1-hour construction. 4-11. Noted. 12. The intent of Section 905.2.4, Section 1005.8.1, Section 713.3, 713.8, 713.9 is that these items are assemblies tested as such not separate components tested independently of each other. 13. The hood shall be vented to the exterior to prevent smoke and vapors from entering the building. 14. Noted. 15. Residential dishwasher for therapy only. 16. A reduced pressure backflow assembly is required at the main building water supply service. RP assembly may not be installed in a vault. Address to plans. 17. Noted. I 18. Sprinkler plans deferred submittal. 19. Alarm plans deferred submittal. GENERAL COMMENTS 1. No response recieved,verify meter size. 1-8. Noted. Respectfully Submitted, CITY OF ANACORTES Don Measamer Plans Examiner DM:md I 5 r ANRCORTES PLRNNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER P.O.BOX 547,RNRCORTES,WR 98921 • (360)293.1901 - FAX (360) 293-1930 ' • - IRN MUNCE,DIRECTOR EDWIN FRANK,BUILDING OFFICIAL February 11, 1998 David Fey, AIA `l� 3 13 1 E Madison, Suite#201 Seattle, WA 98112 RE: Alliance Living Community The following are comments and questions concerning the plan review done on the above mentioned project. SITE''// —P—rovide a copy of a recent survey sealed and signed by a registered Washington State surveyor Y "``"`\ \ C3 All plans shall bear a wet seal and fresh signature of the architect of record (architectural sheets) structural engineer of record (structural sheets) and the mechanical engineer of record as needed. p(� Jer Provide computations for all existing impervious areas and for all new impervious areas for determining storm water GFC per ordinance No. 2419.©V V` Sheet C-6 notes at the nursing building to break the 2'/2" water service and connect V` a new 3" service. Will this service size continue into the building as it seems to indicate? bk Sheet C-4 indicates a 6" DI fire suppression line to the service building. All notes indicate an unsprinklered building, please explain. o "` 4, Sheet C-5 appears to indicate stairs at the east side of the service building. Provide details showing rise, run, etc. tv,o-q, 7 10 It appears the asphalt at the barrier free stalls is matching grade with the adjoining �(' sidewalk at the service building. A 2% maximum slope is called out for the stalls • and door landing slope from finish floor to sidewalk. What is the sidewalk elevations at the barrier free aisle to the sidewalk? It appears there is a 6" elevation difference. Please note that the maximum side slope and running slope for the door landings is per foot per 1994 UBC, Section 1004.9. The maximum slopes of barrier free parking aisles and spaces shall not exceed 1 vertical in 48 horizontal per WAC 51-30, Section 1107.2.4. (Sheet 5) The elevation for the south landing at the nursing home seems to have a 6" grade difference from new sidewalk. An accessible route of travel shall connect accessible buildings and accessible site facilities per WAC 51-30, Section 1103. (Sheet 5) Ramps in the accessible route of travel shall comply with WAC 51-30, Section 1106.4.3. Sheet C-7 notes 2 steps at the north exit of the nursing home. Steps do not allow for an accessible route of travel to the public way per WAC 51-30, Section 1103.2.2, Section 1103.2.3. Provide engineering to support the rock retaining wall designs, shown on Sheet A1.4. 1 Provide side elevations of exterior handrails showing top and bottom extensions. At least one handrail shall extend in the direction of stair run not less than 12" at the top and 12" plus one tread depth at the bottom per Section 1006.9, 1994 UBC, Detail 4 Sheet AL Call out rise and run for exterior stairs per UBC, Section 1006 max. rise 7 inches 12 The gates at the fence shown on Sheet A-1.1 should swing in the direction of travel to allow an easy egress path from the courts, Section 1001.6. The exit gates will need to meet with the requirements of an exit, Section 1001.2. The gates shall be openable from the inside without the use of a key or any special knowledge or effort per Section 1004.3. Provide details, address to all gates. Each gate shall also be accessible per WAC 51-30, Section 1103.2.2, Section 1103.2.3. Gate B at the northeast corner of the east residence building should provide an accessible route of travel to the north sidewalk at the public right-of-way rather than relying on a point of egress at Gate B 150 feet away to the south per WAC 51-30, Section 1103.2.3. Two exits are required per amended Section 313.4.2 occupant load 14 each side of main entry, address to plans. A similar condition exists at the west side of the west building where the exit route should go towards the 26th Street sidewalk the public way. � checkvalve. fire department connections shall be on the system side of the water supply 1994 UBC, Std. 9-1, Section 4-6.2.3.1, Section 4-6.2 minimum pipe size 4". A separate FDC should be provided for each building. The service III 2 building and nursing home FDC appear to be one FDC. The FDC also appears to be located in an area with no apparent fire hydrants nearby, please verify. A single site plan such as Sheet C-3 or Al.l should show FDC locations, PIV's, fire apparatus access and all fire hydrants - All portions of a fire sprinkler system shall be designed and/or installed by a o Washington State licensed fire system designer and/or contractor. Underground piping and/or valving plans shall be sealed and signed by a state certified designer then submitted to this office for review and approval prior to installation. V 16 The fire apparatus access areas,and radii should be dimensioned to the civil drawings. Additional fire department comments are attached. r,ok 17 The fire department connections do not appear to be located within 40 feet of an approved fire hydrant as noted in the preliminary review dated August 1, 1997. Please verify. See attached fire department comments. Or, �„ U 6.191� All backflow protection devices and assemblies shall be Washington State approved and tested by a certified tester after installation. Results of testing forwarded to this department per 1994 UPC, Section 1003. 1 J19. Provide manufacturers data and installation instructions for the grass pave system. 02/ Site details No. 9, No. 10, No. 17, Sheet A1.4 seem to refer to Sheet A1.3, verify. Detail #17, Sheet A1.4, accessible parking stalls and access aisles shall be located on a surface not to exceed 1:48 (2%) maximum in any direction. Please note access aisles and stalls. WAC 51-30, Section 1107.2.4. l}2.. Provide engineering to support the flag pole footing design. All interior and exterior signs depicting the international symbol of access shall be white on blue background. WAC 51- 0, Section 1106.16.3, Detail 16, Sheet A- 1.4. RESIDENCE BUILDING 1 Show compliance with the 1995 WSECd Foam plastic insulation shall have a flame spread rating of not more than 75 and a �p ICJ smoke developed rating of not more than 450. Section 2602.3, address to C� specifications manual. 3 Provide manufacturers documentation to support the use of vinyl siding for 1-hour fire resistive construction. Provide specified ' ection 1404, and installation instructions- CO, Floor and roof types No. 2 and No. 3, Sheet A-02 show two layers of 5/8 Type X Evaluation report No. 200 specifically requires 1/2 Type X where attached C� directly to joists. Specific assemblies should be addressed to plans for 1-hour fire resistive floor ceilings. Detail 3 seems to call A.C.T. GNAT, verify. y-1D - The structural frame (columns and beams) shall be protected as for 1-hour fire resistive construction (kitchen posts, entry posts, exposed beams) Table 6-A, Section 601.4, provide details. Verify bedroom egress windows, 5.7 square feet openable area, 44 inches above (/ finish floor maximum per Section 310.4. 0 Though occupant load does not require that exit doors open in the direction of travel it would be suggested at the main exit doors. 1-Hour fire resistive wall assemblies shall be continuos behind tubs, showers, / stairs, etc. This would include walls separating units. Fire resistive wall membrane penetrations shall be protected as required by Section 709.7, 709.6, address trating and frating Section 714. Draft stops shall be installed in floor ceiling assemblies of buildings having more than one dwelling unit. Such draft stops shall be in line with walls separating individual units and guest rooms from each other and from other uses per Section 708.3.1.1.2. Draft stops shall be installed in attics above and in line with walls separating individual units and guest rooms from each other and from each other per Section 708.3.1.1.2. Draft stops shall be installed in attics above and in line with walls separating units and from other uses per Section 708.3.1.2.1, address to plans. US,^ N�-'P A k'3 (?14-- The janitor room door on Sheet A-7.2 does not correspond with the same door on the floor plans, 117 or 118. Heating equipment rooms shall be separated by a minimum 1-hour occupancy (J separation per Section 302.5. Address to furnace rooms first floor. The attic furnace rooms will require 1-hour fire resistive construction with appropriately rated doors. What will the 1-hour rated floor ceiling assembly be for the attic furnace rooms? Are the attic trusses designed such that the members from the walls, not penetrating the room? 4 33. Call out beam to beam connectors Sheet S-4 (CB 10 to CB 18) (CB 10 to CB 10) � (CB 10 to CB 16). 14 Provide stair details showing construction, rise and run, handrails and handrail '�xtension per Section 1006.3 Section 1006.9 Washington State amended Section O jl- 1006.9, Section 1006.12. Several pocket door frames are shown at the furnace room walls, this installation would seem to interfere with the fire resistive wall listing. Verify frame location. It seems that sleeping rooms are provided on the second floor and that smoke barriers are provided i icati ients sleeping on the second floor with an evacuation capability f II or III erify evacuation capability of patients per WAC 51-30, Section 313.4.1. Smoke barriers shall meet the requirements of UBC, Section 308.2.2.1 and 905.2.3, Which smoke control system is proposed, mechanical or passive? Verify net clear area for patients. Door numbers 118 and 199 to the stairs call out hardware No. 10 which includes a lever latch set, panic hardware may be more appropriate. Is there a locking device? UBC, Section 1004.3 The recessed mail boxes shown in the elevator shaft side wall shall be listed for use in a 1-hour fire resistive assembly. Membrane penetrations Section 709.7. —,-'Doors leading into janitor doors where Class I flammable liquids are stored shall be protected by a fire assembly having a 1-hour rating per Section 313.11. Cleaning solvent and/or supplies. The doors are not rated at this time. Signs may be installed to indicate proper storage. However, a rated assembly would allow such minor storage's as indicated above. Door No. 225 on the second floor should be rated 20 minute fire resistive for the smoke barrier wall per Section 308.7.2.1. RESIDENCE BUILDING BARRIER FREE V`l The total number of units seems to be 84(residential buildings) requiring a total of 5 Type A accessible units per WAC 51-30, Table 11-B, WAC 51-30, Section 1103.1.8.2. It appears only 4 barrier free Type A units are shown. WAC 51-30, Section 313.4.3. It appears only 2 accessible parking stalls are provided at the residence buildings. One accessible parking space shall be provided for each Type A units. (As the LC occupancies are to be considered R-1, WAC 51-30, Section 313.4.3) 5 Accessible parking stalls would be needed for the residence buildings, address to plans. The 5 accessible route of travel from these parking stalls should not cross traffic lanes per WAC 51-30, Section 1107.1.6. Barrier free Unit B-112 does not show a shower or tub, is 10-5 barrier free as stated on Sheet A-7.1 or Unit 103 as shown on A-2.1.2? Call out all bathroom pocket door sizes. Type A&B units per WAC 51-30, Section 1106.11.3.3 call out door hardware (lever) Section 1106.27.1. The details on Sheets A-7.1 - A-7.2 need to provide all associated measurements showing compliance with WAC 51-30, Section 1106.11 for bathrooms in Type A units and Type B units. Example: unobstructed floor space, water closet height and location, grab bar locations and sizes, water closet flush control location, lavatories, etc. Address to all common use restrooms as well. Address barrier free signs per WAC 51-30, Section 1103.2.4. Provide manufacturers data on the accessible roll in showers. WAC 51-30, Section 1106.11.10. Call out knee space below Type A unit kitchen counter (Sheet A-7.1) minimum t/ 27" per WAC 51-30, Section 1106.12.2. Provide details for the common use kitchen complying with barrier free requirements per WAC 51-30, Section 1103.1.8. 0 The recessed T.S.D shown on Sheet A-7.2, Detail 2 shall not exceed 40 inches above finish floor to the user part of the receptacle per WAC 51-30, Section 1106.11.8, address to all accessible restrooms. —� The laundry rooms are a common use facility requiring accessibility per WAC 51- 30, Section 1103.1.8.1. Provide accessible counter space. DW- All elevators shall be accessible WAC 51-30, Section 1105.3.1.2, elevators shall be designed and constructed to comply with Chapter 296-81 of the WAC. j t7ft� Address barrier free type hardware (handles) for the windows and cabinet doors in the Type A units per WAC 51-30, Section 1106.3.1. Provide accessible design details for tubs in common use restrooms per Section 1106.11.9. ELECTRICAL - RESIDENT BUILDINGS Electrical shall comply with Washington State Department of Labor and Industries. An electrical final inspection will need to be completed by the Department of Labor and Industries prior to occupancy. 6 : I 2/ Provide verification that the exit signs comply with UBC, Section 1013.4. Does V the generator supply the lamps in power failure? �p MECHANICAL- RESIDENT BUILDING U Show smoke barrier walls on mechanical sheets. Duct etc., will need smoke/fire dampers per UBC, Section 905.2.4. Address to ducts penetrating smoke barrier first floor hallways by stairs. V The first floor ceilings are part of a 1-hour resistive assembly requiring fire p "J dampers for duct opera gs including exhaust fans per Section 710.3, 1994 UBC, Section 713.11. The mechanical space in the attic will need to be enclosed as for a 1-hour VVV occupancy separation therefore requiring smoke/fire dampers at those penetrations per UBC, Section 7.3.11, UBC, Section 302.5. The HVAC plans Sheet M-I I does not appear to show a hood for the ranges in the kitchens nor to the floor plans. Indicate hood exhaust termination. Verify type and quantity of meals proposed for the range. Depending upon the type and amount of expected use it may be necessary to provide a commercial hood per 1994 UMC, Section 507, VIAQ 302.2.1. Y'a 0 `—' The 6 inch exhaust ducts extending through the floor then the roof ceiling are penetrating 1-hour fire resistive assemblies requiring fire dampers, address to plans. Address to all ducts penetrating the floor and ceiling assemblies per UBC, Section 710.2, 710.3, 711, address flue penetrations. Address fire damper requirements for ducts penetrating unit separation walls. C/ Flue's are shown going up through closets. Protection will need to be provided for occupants per UMC, Section 804.2. PLUMBING Gi-3 address clean outs to plans per 1991 UPC, Section 406. Each 100 feet f piping and at each upper terminal of horizontal runs. Potable water connections to the clothes washer will require backflow protection per 1991 UPC, Section 1003. Address device to plans. The dishwasher booster heater may require backflow protection, reduced pressure principle assembly, if listed a4a boiler. Provide listing information per UPC, Section 1003(q). i 7 Water heater temperature and pressure relief valve lines shall extend to the outside of the building per UPC 1991 Section 1007. 5 Provide combustion air for the water heaters per Chapter 7, 1994 UMC. Are the fire alarm plans a true submittal or will shop drawings be submitted by the contractor as is normally the case? If so, that may be considered a deferred submittal per UBC, Section 106.3.4.2. Please see WAC 51-30, Section 1106.15.2, Section 1105.4.9. Visible alarms in all common use areas, storage, dining, kitchen, - offices, great room, foyer, etc. �l7!"/Automatic fire extinguishing system is required per UBC, Section 904.2.8 when residential sprinkler systems designed per UBC, Standard 9-3 (13-R) are provided allowable area increases may not be taken. The system installed would have to comply with UBC, Std. 9-1 (13) UBC, Section 904.1.3. Plans must be submitted for review and approval based on a deferred submittal. The plans will be shipped to ICBO for review. GENERAL Address sound transmission control per Division II Appendix, Chapter 12. i SERVICE BUILDING The first floor and second floor west wall of the service building will require 1- hour fire resistive construction based on distance to assumed property line. Openings protected as for 3/4 hour fire resistive rating where less than 10 feet from assumed property line. Table 5-A, address to doors 120-A, 103-13, address to west wall. (A2) The laundry room shows chemical storage. Complete hazardous material information statement attached per UBC, Section 304.8. Devices generating a spark or glow such as the clothes washer pump may need to be mounted 18 inches minimum above the floor if Class I flammable liquids or gases are stored in the laundry room per UBC, Section 304.8, verify liquid ratings. (to include dryer area). The glazing next to door No. 109 will require safety glazing and 3/4 hour fire resistance per Section 1005.8.2, Section 2406.4. Polished wire glass shall comply with Part II of UBC, Standard 24-2 verify. Provide listing. Please note all fire resistive glazing shall be permanently etched with the time period of fire resistance / per Section 713.3, address to plans. Door No. 105 would require a center astragal on one leaf with smoke gasket. 8 4 / Indicate all interior wall types from Sheet A-0.2 to first and second floor. �( It appears there is storage under stairs 102, Room 110. Provide 1-hour fire (((JJJ resistive construction per Section 1006.12, provide details. Exit doors shall be openable from the inside without the use of a key or any special knowledge per Section 1004.3, see Exception 1. Verify dead bolts and/or other locks. Specification Section 8300, references should be made to UBC, Standards per Section 703.4. / Verify glazing at room No. 206 conference room. Corridor 45 minute rated and / safety glazing. Section 713.3, Section 713.9. �@ The second floor stair landings (Stairs 201 & 202) calls out two windows as "D" (J & "C' glazing at stair landings. Where the bottom edge of the glazing is less than 60 inches above the walking surface safety glazed shall be provided per Section 2406.4 #10. What will be stored in the second floor storage rooms? A storage accessory use V may require a 1-hour occupancy separation per Section 302, Section 311, Table 3- B, please verify. Provide thermal break between slab on grade (interior) and foundation wall. Address to service building and residence building, building sections, Sheets A-5.3, A-5.2, A-5.4, WSEC. 13. Provide evaluation reports for the vinyl siding showing compliance with Standard 14-2, Section 1404C F7�# Address parapet wall at the west exterior wall due to distance to assumed property line per Section 709.4, address to plans. �5. Provide more specific details for the restrooms to include grabrail heights, water closet heights, flush handles, etc. Showing barrier free compliance. n other than dwelling units toilet room floors shall have a hard non-absorbent surface with a minimum extension up the wall of 5 inches per Section 807.1.1. Walls within 2 feet of the front and sides of water closets shall have a hard non- absorbent surface per Section 807.1.2, address to service building and common use restrooms in the residence buildings. 17. A 7'/2" stair rise is shown on Sheet A-5.8, Section 1006.3. Maximum rise 7 inches minimum run 11 inches. 9 Ce Address to handrails and handrail extensions per 1006.9 (WAC51-30) address to details on Sheet A-5.8. cyThe 2x12 stair stringer should not have direct contact with concrete. A pressure treated filler block is appropriate. (service building, residence building) Provide manufacturers data for the walk-in cooler and freezer. 21. Provide complete plans of the Type T commercial hood for review and approval per LTMC, Section 508.4. 0. A Type II commercial hood shall be provided for the commercial dishwashing machines. (Service building and residence buildings) UMC, Section 508.1, provide details. C)1,21. Section B, Sheet A-5.5 shows the mechanical area over the kitchen with a guardrail height of 2 feet 1 inch minimum height should be 42 inches per LTBC, Section 509. Call out rigid insulation type and flame spread and smoke developed rating per UBC, Section 2602.3. V Call out extension above roof for the commercial hood shaft termination per C / UMC, Section 507.11 (minimum 24 inches). 5. Show elevation details of the reception lobby counter meeting barrier free requirements. Call out door size to reception office. A portion of the counter shall be accessible per WAC 51-30, Section 1105.4.7.2. Verify exterior door thresholds, WAC 51-30, Section 1106.10.4. Show attic draft stop locations per UBC, Section 1708.3.1.2. MECHANICAL Complete NREC checklists showing compliance. Indicate fire resistive corridor walls on the mechanical sheets. It appears a few fire smoke dampers are missing. All floor drains shall be provided with automatic trap devices per 1991 UPC, Section 707. Devices shall be accessible for maintenance . Devices shall be listed and approved for such use. Address to service building, residence building and nursing building. 10 _4 Provide details for the grease interceptor shown on Sheet C-4. Manufacturers r / data required. Provide sizing criteria per UPC App. H. The clothes washers will require backflow protection per UPC, Section 1022, VVV /address to Sheet M-17. A reduced pressure principle backflow protection assembly requires a drain. Show CC5 "' on Sheet M-7. The nursing unit plan review and civil review will follow as soon as possible. Thank you for your patient's. If you have any questions, please contact me at 293-1901. Respectfully, CITY OF ANACORTES Don Measamer Plans Examiner DM:md 11 rv`$a c :.,.:.:; E.. r,..._,. .,£: �uu�� .<-.�?�.�>..:,e.:'?3-�rx:fk��„�.�'... c'3$ P.O.Box 547,Anacortes,WA 98221 Office Phone No.: (360) 293-1901 Fax Number: (360)293-1938 TO: v�d FROM: ✓�1«�z' L�LP I�Q.CD PAGES INCLUDING COVER SHEET:/ o� COMMENTS: I ��II all P.O.Box 547,Anacortes,WA 98221 Office Phone No.:' (360) 293-1901 Fax Number: (360)293-1938 TO: U1 Ie� FROM: PAGES INCLUDING COVER SHEET:f o� COMMENTS: it A - ` RNRCORTES PLRNNING & COMMUNITY DEVELOPMENT DEPT. =' PERMIT CENTER P.O.BOX 547, RNRCORTES, WR 98291 • (360)293-1901 - FAX (360)993-1938 • IAN MUNCE,DIRECTOR EDWIN FRANK,BUILDING OFFICIAL March 10, 1998 �O Cep David Fey, AIA 3131 E Madison, Suite 201 Seattle, WA 98112 RE: Alliance Living Center, Nursing Unit Occupancy Group: I-1.1 Type of Construction: V-1-Hour Fully Sprinklered Floor Area: 10,835 square feet No. of Stories: One The following are comments and questions concerning the plan review done on the above mentioned project. All wall types should be designated to the floor plans. Sheet A2.5. The laundry room shall be separated from surrounding uses by a minimum 1- hour occupancy separation. Table 3-C, Rooms 122, 123, Sheet A2.5. Verify soiled linen room. E3 Provide listing for vinyl siding. Provide verification of use for 1-hour fire resistive �- — construction. Section 1404. Oxygen Room 165 shall be 1-hour fire resistive construction per UFC 7404.2.1, UFC 8004. The occupancy separation is shown on the mechanical sheet but not on the floor plan, A2.5. Is this room for storage of portable tanks? Identification placards will need to be installed on the door per NFPA 704. The sections on Sheet A5.6, do not depict 1-hour fire resistive construction at the walls or ceiling. Address to details. No occupancy separation seems to be shown at Room 188, mechanical. Please verify. �I Verify a minimum Class B roof per Table 15-A(provide listing). Call out wall and floor coverings in toilet rooms per Section 807.1.2. atl Verify interior finish material flame spread ratings per Section 804.1. Windows designated E adjoining door No. 119 at the sun porch are required to ICI be safety glazing. Section 2406.4. Verify exit device for hardware Group 21, for Doors 144, 119, 120A, 16413, 164A. (verify panic hardware) Verify patient room door hardware per Section 1019.6. 12. Door No. 164A ap pears to be k s o e barrier door r y pp oo e Section 308.2.2.1. 20 P Minute smoke and draft control assembly per Section 905.2.4. Please note that is an assembly pre-assembled at the factory not assembled on site, this will be the case for all rated doors and/or windows. Section 713.3, 713.4, 713.8, 713.9. Installation instructions shall be provided for field inspection for all rated assemblies. Section 713.4. Please specify kitchen equipment and use. Designate commercial hood and all equipment. There appears to be a duct opening at corridor 145 just in front of the linen room, / which will require a smoke fire damper. Section 713.10. Dishwashers will require backflow protection and an appropriate hood for vvv commercial dishwashers. 16. A reduced pressure backflow assembly is required at the main building water supply service. Per AWWA cross connection manual. Show location and type. Show NREC compliance. I Provide sprinkler system plans for review and approval. 19. Provide alarm plans for review and approval. GENERAL COMMENTS Verify water meter size for each building or for site. i o_c2Applications will need to be completed for individual buildings addressed as follows. Service Building - 1105 27th Street, Nursing Unit - 1109 27th Street, I 1 East Residence Building- 1105 26th Street, West Residence Building- 1119 26th Street. 3. Verify number of existing units and number of proposed units (residence type units). 4. Verify number of existing beds and new beds in nursing unit. Respectfully, CITY OF ANACORTES Don Measamer Plans Examiner DM:md i ►° 3a8 � Q T S /P E ME ET / �P N M7rE GOiPF-� f7NF7CO�PTE ter- '� !i✓.9• P. O. 6�� /S/7 svun/o MONUMENT LEGAL DESCRIPTION I /N CASE -�/UNE 'cJD FOUND_ 3/4"" d� \I Q- �_ - ___- --_-- — -- -- -- ./ 4UA�TE.� OFT%O 25�� QT l-v>VSH/i� 35 I'. w Z6 th STREET w.n i., --.335/.z - ___ / BEGS/.V.Vi>VCj AT /11E f•�'/�EGVi/Ere�T �/NO.EI ' � �lo5-.ZS � 27f/i ST.8Etc7-- AS LA/d OUT AR/O E.STA6 >�un/o •'✓,/✓ ss - _ __d'9 or�� /^ /.eov >�ivE ANAL.�r'E E�c./SLE>e 'S F/.EST F+C�o/T/O.CJ 7? T T __- P S ACGO.C�0/tip 7b THE >bLAT /� " /;E•Cvl,; P'�'E � � ^' +n iE .__ ___ I ' T - �--- --— _ 2c f",�iF�v T' �c.P I �IQ COU.CJTY, N✓LISH/>t/faTON. />tJTS•eS--7 W/TH •,�/O/TF7G L7/S': NO. 2 , ti�'�"�"';E^�'�.cirE c` .(' J" _- __' _---j t OF' THE SAGO SGY./THERST 4UA.�T`E>C� OF Ti aniI \ V QUA�TE>e� THE,(,JGE NO/2T7-/ ALON.r� 77-.'E Sfl THE SOUTHEAST 4UA>t TE/C-' OF 77-:E �5 ,I`C TEB, A G>/STA�/CE OF 2/lo FEET- Tt9 THE- _ 14 \ i I i I � �� STD-'EET AS CONVg YEO 7b Tf-/E C/TY . __ < � , �Y G7EEG7 >E�ECO,E'dE•O MAY / /9/0'7 UNC � 5 ...;I �• W ;, U � /LE /llo. (098302 ;. . THENCE !/(/EST ALc. t', I .. ., y I W T/9BG. :.EAiVF/CO�?'N ES T, 1-^„9AA 4O� II N �/+ i �� 4p�`� '` ---�II 7-�II- T1 K c'�I--/'-.'�1IiI i •f,II.�i•``_r'•%�_-'-S" _-_III WZ= jj�nV1 V>, �LFT�/HTLtiJEB AEE GSEOEEFT G OP2TF/l>O��Ni i -4 oE, S TiE'EoE N7LT" HLFEEOL vIE c EA//lET7N Q/(v TU 7-" E/c2 27: G\� C !.d S sTTTAH E�,t3✓�G �EECF,. ..'N O UG !-. -�--- �-•.g �,�- I 'I I I _ (a� f1,GT OF THE SOUTHEAST 4UA.E�TE,E OF i .�T � 7t5>k �'S4'/9"E ✓ 92m:.= 1 ��I/� j s - - I--� I- ----/ - - E�ST> I A .AEG 7 til * STREET `(`�{ ,C.-''A/l/�E / [.t/.M• , AESG�/BED AS ,, •2�UN/lS pp,,,� �•o• '� v BFG� AT THE SOUTHIiI/E5 �•'�• �� , /.vwiN T Goc�l./Ei2 '�f% lY�-�"ry �%S-' �/SE ,'G'. � ^l �, � 0 _,�: I reuE POSs,-ioN - ANH GO>GTE"S� ACGG.Z'ed•'ti�G7 TO THE /aLHT �''-• [/G�LUME 3 OF PL.ATS> PA4E S/!o, �EGO�'. > .�} 3 O _.' l' .,•.� COUNTY, /, TON: THE/JCE SOClT7-/ A"' �•.�^"S'7""E, �. ,c;�V �, �' I I L/.t-/E CF_SA/O faOGV T/ON /8B FEET �TO G-Eti O� 3 7b 774 EA�L L/NE. -OF A 7 A- 4) OF LAit/O _ P � n.P-�a E ` � ;y,� i •t I - I I I C«- �EG7S > Gf-�vE -...SB 7 J TZ•/E.t./GLT /t./O>E�T-f-/ i � � � � "Q E%a L/>l!E OF THE ALL�1.E=O TEAGT iB8 T� ��+�` 1:•-..-}h 1 -1�._j I_ - __ __ Ll•L�' LESS> TG TL-/ /lJ0 /NE" OF �r p �•- 1 E >E�TH L 27t� L 2 XTE;t.JIOEP ; TH-,4 EAST TO THE Gz -- - r. _ _ _ l f<.`:. rT .•"j` i- T-'1 L _J 5/7-UA7= /.V Ti•�E G'CU/tJTY OF S.CA E7ir, g'.. ' _. f_? E�'l""s CI�QC'a:'.'9 ' /pun/b "✓JV ��`� i I �� ' I I I -_ _ �l.� G''✓FPS/ 'A../�T�^N. -71 CNJIe OF BEARING 28 th STREET LOC.q TE /T BY SU•Ql'EYY 2 !-• NlGt>C/O/LI/l/: THE GEti'TE/�L/il/s. I SSZ' Z 2" G O E=M9 cJ CFJ Poc�NTEiP gT"� FF�- �`3EfI�S UO ETH g9 ZZ&I ' G140" PVt F /7 7T,S/ STiF?�'E-T ''. . .^: .C2�ill � 'ili/•P/F7/1i7 "UN.-=s^:^O�- TES, - �� ;:�2�V �.C�O.91/ENE (\j I �� GOTS /I �//•2/ BGG'L�-.E� 7� ' SE.9TTGE, �i.4. p+ % aOEGF SCf/EGG 57-F/,P,c�pYiC,�/ 'V VICINITY MAP LEGEND I I _ - - - - - - _ HH I j E11 sr (REDHEAD)-TT.. R OR ENGINfE_R. -.. . P xl �.m,. �•••-_••• _ Ix oRz -E_ ^ 4 E%ISTING MOUND at BACK OF SIMWALK •x II ., BOTTOM III MUST 1 INSTALLS" ^ BE 2'-Cw ALL BAt ILL NITHIN THE MAR Ci WAY FINISHED GRADE 1 EA. 1 1/2 W.M. ASSY PER CITY S1D5 p 91%I BE 25'MNUS PIT-RUN GRL`h}. V ypTH pTA CPAPR OR STANDARD LAST IO INSTµl: _ 1POST INDICATOR VALVE TM PAPER OR J.DATE BARRIER VµYE BOX QY FOD S ` vAL9t To' o-1 INSTALL:_ -^ 6'R X J.GALE VKME I T1 HFU E0.ST B BLMJOC LKAP i pR.VN Hd£ ORAN ' R.W.VµYE EBM WON B E MEGAWG �M PWAER BOP SPIKG GJ,S'!fAE£OF j ,�_ROO( MROVED EWµ POWER POE: 186.59 ,,,---IITHRUSL 1 S Cu.M.MAVEL�� Ca1CAETE BLCd(IxG _ / I E0. 6'WE(ALL MJ) I / • F.f.ELEVFTCN�1650 2 .A / UNC£RORAIH TIPUSi BLOCK 2 P0.1EM1LNE 6'OULTRE IBCN PIPE �+ S.IA fFxtE SLPPRE54011 d51DE DETECTOR OOVBLE/ 9•D.1 _ Dl'p it p1ECK VµK SUBJECT TO FIRE AIPPRE6SICN DESIGN C a(FOC)SIIB.£CT TO FrtiE SUPPxESSION DESIGN •1 �•�`-1/2 W.1D.PEA 4AµtL 14 III T,/ ORNN POdQi INSTALL tD' -SAND BEDDING It I P 1 { 91Y BEN 0 µLY vti^ EA J) r 6 oat 6' CONCRETE BE,WxG BLax 1 THRus L I {e 6' f 1I CONCPl E THRUST uNwSTV m SAP. R BLOCIONG (set NOTE 1) GENERAL NOTES • Ii ! 1.A EDITION THRUST BLCP(SHAH RHE W AT THE E BA OF THE E SHOE 910E SHAPED THE TO CH SO BOTTOM AN A PONT E LP THE WAY UP T I DE A OF IS PONT AND HA SHAPED 10 UCT I I� I I a2WHD AND .H BE A LATHE,S OF 2•-0'WOE AT THIS P ADE AND 91ALL NOT ED FOR - - 104T aV aEFO E EA ON G.SHEE. ALL BOLTS BELON MADE 9WLL BE CHECKED Oat 1 , I'. na+TrEss BEFORE BAgUTLXG F '\ SOM 1 I' 2.HYDRANTS 9Mu BE SET PWMB TO SHE FlW91ED(BADE WTH THE PUMPER PORT FACING _ L THE STREET .yQa THE CD-M SPECIIFCATI FOR HCTRANTS SHALL BE YELLOW ANO CRAT; y 1 .j RWOA 29367 YEllOW.RODDA SOI MAY. II III rIiit IIIII H I ,1. -III-jI1 .VAY I FIRE HYDRANT ASSEMBLY H•LFYAEIE ,.;::.•; III wsTAllAnCN AND CORSTRUCTKI SUBJECT TO CITY OF NUIXpTES STANDARDS NOT TO SCALE I i -INSTALL FROM FELOCaIE INSTALL: 1 I EA 6'HYDRANT ASSY. PER CITY REQUIREMENTS PER DE RECIUKAI NTS ARTMNT ECiOR I INSTALL SFOR2E(REDHEAD)LOCATE HYDRANT ITTING HEAD INSTALL STORZ (REDHEAD) FT 011, r IN4YLOw m THRUST BMJ)e%.SLOPE PER SITE CONDITIONS DOI MIN 4 �1 EC- ) I\ I �15{]N ,_- _____ 1. 01 HEIGHT SIAL BE EWµ OR LESS THAN ONE HALF of TOTAL �{1 _ T _ N OEI FROM GROUND SURFACE TO MOCK BAY i _ T ==Z 2 BOW(5IS BA4D ON 250 PSI TEST PRESSURE 1 11 i yl - (ecA@!G.wu OF BLGCK IN SQUARE itfT) d �T e'a s• ..,�II 1 l BEARONG TIWG 9]E k PI RELWA sTRENf.IH cMO1ESy ENDS BFNO u'6EHD zzr BEND n.u•SEND oER£Lr BYI S 0 20 40 00 TWO PSf 3 Le z5 1{ 1.0 1.0 A.PFR JOINT j S /�/T //TT �� -yH/,IYI /1 SCALE IN FEE { 3.x 4.s z4 1.3 Lo jJlLf�,ry L' // 6 7.1 10.0 5.5 z.9 L4 IAA 1 0 126 7..0 1V A9 2 Pill 5 �/ 10 187 9.6• tit ]J 5.6 y Ijl T' _ INSTALL ..!-Y O� 12 3B3• 40.0• 21A 11.1 5.6 1 � Iilx��JJ� t EAA1 9D'BfxO,(µl YQ Y A 6•POST INDICATOR VALVE / /JAL 14 38.Y M.S. x8.5' 151 7.6 1 1 / TiR115T BLWKI .t.� t8 SO3• T.1• 3B9 19.7 8.8 1 8• WE(ALL NJ) _ F/�6//V r F td' t j TMRU - 2500 PSF 3 1.0 1.0 1.0 LO to ( [[ 1.3 LB to TO TO I) Ij IT f 1'a(iOC)S1B.ECT 1D FIRE 9JPPBESSiON DE9CN _ 4V� A 6 28 {.0. 22 1.1 1.0 1 y t191 II�•rHn 6'd ME 6UPPREBSCN INBIDE DETECTOR Oa1BlE a :I S W 01Ea(VµW SI)MOT TO FIRE SUPPRESSION CESGN � I'L.l l,l 1NBTA11 SIGN O!Y GALV. µ SON POSr.TO READ B SI ].3 3.9 20 1.0 T I 2'POLY T1YLRE TA'l p Z. 1/6'T.AlHU111NIW P41E 10 ].9 11.2 0.1 11 NMD BAa(atWxO 9UEILDM9 tz H.{ 18.0 a2 4S 23 1 I F.F.ETEVATOI-145M "' // YII T LAIN N BLACK tETIERS I{ 1S4 MD' 11.6 SA 11 ) ].9 4.0 ( { II O�! I N 'l I t 9 INSTALL / / x - / L.I + • MAXIMUM BEAfm1G AREA ALLDRED IS 2S m.FT."NO AREA 1 EA. 1 1/2'W.M. ASSY. PER Ott S10 ' �y O� MAY BE NG M_BY USINGt1E RODS.RESIRMIm JONT PIPE OR t } 1 WNOICIWG 5"Il iE51s TO CONFlRY HIbIER SM.SEARING STRENGTH. I 1I .N II �� K yI.!. �✓J F.D.o, II _ THRUST BLOCK DETAIL I I CN 3'GALV.SR. SIGN PMT.rO READ F' / FIRE CEPARTAENT CONNECTgt NOT TO SC.VE -r Iro' AWMINIU EAST / PER CITY REWIREEIENT$ iI �1 IN ANTED B IX UETTTWERs eu9a F.D.c.OU INSTALL STORZ (REDHEAD)FITTING 11 I T tJ E �l 6' CAR FROM BACK OF CURRANT 1 E T SIDE 1 ttt F � H � PRONDE FOR 8' MIN CLEAR I It ALL AROUND. INSTALL HYDRANT { INSTALL STORZ (REDHEAD) FITTING 21 II I FIRE DEPARTMENT CONNECTOR (FDQ) SIGNAGE ro V I HOT TO SCALE _ I D. REVISIONS ACORTES CONVALES CENT S CE NT CEN TER Is,. RTY W �YNTDK PHASE 2 SEWER AND WATER DISTRIBUTION PLAN i APPROVED FOR CDNSTRUCTION ANACORTES SEC 24, TWP 35N, RTE, W.M. WASHINGTON CALL BEFORE YOU DIG OT w-WIUV tt/to 971 p.o zF pAaI A..�HowM o e.w.wI.INv.GM , INC. "t' • 20' PE ts NFP DATE w TUNS ENGERS SUVE6 72/t0t-HOD-42 j N i,j 1. 1: l l z A n r r- . 1 r .c'r4T.P C M. �Su c • M O I 4 N E!- A t�✓9 gip, 627 /S/7 1 3343 �7.�LI/VlJMrn/UME/VT lTb LEGAL DESCRIPTION - /N GASE-W/NE 'e-" .�OUNO i9.q/L/rG-4O /itGYV Qom' -17YIS +45i�C/THEAST 4ciu..q,BrdAIS cam+` '7%'/E " GC/YiJL"fi37' + J/ I S.di.CE-JCINE •e30 /N CO�vC".+t'ETE OUA.�TE.0 Off 1' W=7-/GV .?'f N 89- z(o 'c�" _ _.�. _ -3sfa 26 th STREET $ i �s�►.sr, w.M ctscrri�� As f2xlpws: • �ur2s' -- e�elr6,icicJ/,cam .�►r_ ► rro/.vs- wJ.c. rxac .ts-s/ L/.tlE t�IR 47¢.. e •- -. 0 1`. /�G/n10 :/J✓•• .Z'7lnL �=-zo j rb r►ac Ac.v i co�cEc J�.c.l .. ti 2Bi'Gb- w '9.oo�•• , ' , LG MC 3 Gl0'3L/�Ye. AW, Fl�E 4o** �s a�Cs�iu4 T/ f IO.G1D ' ---";i ,-T� /.4G'O.P 7"L�'",. /^' / •t/ oi�E i i�.,,�,E. r. ,. I I I I I I --- / - I Q Cbt/.t/TY, Wf1SN/It/U72M/. AoL1rW)e-W 7'W N//TN TtIE Ei9S7- 41AI& lii I ,{,. I I � Gt�• 77IE 15A/O 7'i/E` ' 10'ItlT.e�EAST I `,+ I ,'-��SF�/TF7G OISr• /Vl'J. .2 IiFf .,•o eve sEw�,c i I /.G�// /.^. �) .'.? I8�.1 :e.: I �UA/�Tl�.t�; TYyIE'.C/C.E NGLCTt/ A�.dtIP4 7}1B. SA/O E'i°ST L/it/C OF TNC SOU7"HEfRST QL/AASTE-� OIF' 7TIC 'S'pU77••/EAST Q!/A.W- I-----------� p� 7'IE�, A G+^3TTKiVICE Of .2J4 f�t"'T 7b THE SIX/T/d L/NE Q� crzwpoff __.._-.. . f�G-E N- .'/EN/ON- - �- -C-O-N-OE�.-q�� TE T ti`/_p7��-- !r- �-4-- `[1 = II --'I -�7j ''1I 1` I 4.,Ij --•>---�I ' t�\_('�U SOC/7'N .sF-3�9�faLLE L rl BY L7�O NL4Y/ %9d7° /NOAim ---- -- -j Z [ _ 4 AU F -LNO0 Alb 34J EE N/1TNEL/VC; TTk" t Z K /,c2m2 .27T�/ W�T. •FJ i� 1 f 'S I 1. v 7-7/E TIO�II, �2!!o fEG�T T2> 7-AVW AK 1?/ L//VE d'' .A; 'K I Gj f I I I I I {�Q. ST.eBET OGr./CEO; TWE.VGE EAST .3iK0 F'�-GT' 7 :> 7+'E F7NFi+'GY7h�1-f5, IMF I I I I I `l` PL�iGE OFsd7/iI.J.V/N[��• . ZIXI T/9BGE o I s I q �3 I /41 /s I Iry .7 �VZ n$ 4. /e Si4GT/ 2 TC.�%E20 AS I v� SGAST �� , v �'rnVNht/4 AT TilE SOLITHN/C5Y 1r/d i r- G►A' 4CI'r th STREET „,•. �� ` pGAT of NE�tJSLET S FlK'8T Aoiv/T/ON rz7 T/RE c/rY 'xX� / �� R I� / �, o --T- ANAGO.�L71e� ACGQeC►'�tJE� Tl� THE .f3aE:r-cp 1C0 l fil ' ® NO••�/'¢9"t�v, 47.57 ' � h '� tll �----- -' O r�} y� .\•.�� w S��ov:��SOc,/7�/ 4 Erse/�r •1 \ \ ' v +"•• _ L/NE OF;' SA/O f�la'T/O.tl. /BB J�LrET Y27 GENTL'SG L/.tJff O/�' ® ,'C_.�4�i-'/c�'ll7"E 4. ,G1� u 1.�• �yC.n,; i. _ '� 'TiS-1-� r.----•� � 1 LLEY /N ®LI�C•+� 7� .�r'filO �lTq/ONi T{•lEitJGE (�fJE57•" m `JJC..� '0 1, Ilr .:•- - i ALLE / b/CCC.� P44S-ST a�SB 4 I�i1Oul�B Gib✓ LE59, l \ x A \•' VS y, -. - -_ - -y .. •C�, _ , 7b 77aE ISAST' L//l/E Off- .4 T'7E'iAGT OF L4.t./G G7G'O Tn 14l '`. �Y'✓<1ClJME Y: C� - � '379.7: T'i/C7l+I!rt' _ : 411 TG�AGT /88 FEET /tAO.E'E -dff2r_.. � .. � v- �,� � -� f l � ---1 (� L-XTBAJ��: 7'�W�-7tlCE' EAST T27 THE F=ILAGE G1R"fi3A4/Al.VlilA,'�j ••. v8a•zG oo ` r _ t . . gg � I . � rr_a��r_•-. T'ti'�r �-�-,'I L--- ---� W. Str�S% ti4 aN. HE GOU�(J7-Y OF �" Aglr, 5TATE GYM .t_'�s E"�'.•!/CfAlrlJ/.4 '. -� rbt.►vt� `✓rV" ,,A j �j I I , I � I _ I . .., . G,a 5�0. 7/ - � 9i�,¢5�y,.�'�'!� ..:_'.,. A-:�(- ^ a I - ._. .._ -.._ _._1 "� _ � '. ,- .. Art •^r ;• .� cam , riVCTTr.• THE-- -_ , , - I I. ; " 5 0> � 9E {NG - t �,. „A s�LLA/e�C`` e?SGhEt'YY I Bo _l 1_-_-'--- ___ .-- BA ' +IS APt 13I .., of �ti ', :�c' _ r> spy C✓FS NCT dET/NEB - - 28 th STREET E� - 7. Q7 I A L/NE SL/F /G/ENTLY I r\ IIP�1L+lLlE r• MG�.t�d/A/l/: THE Gt�Jt+�TL`rCL AI/'E Olt .1d' M n . .. ' /4'.,-�8 L-_-_----_---_ __J , � O,Q g �/O.�Me9 tJ• Cf7rP.�-NTLriP S7':E"fE'7'- :a7EA/eS �l/F�if3TH B9 .7�' Gb ' HJBiC"T. +, ® !l �iN/iP/f.7M 3 hI'V' 3 F7/VF7CO C�7'�S, liV EY- 4�J /: '. . -:.� �s�;_/lx:Gi� : ; . �.GL7,C� . .. , .:. . .-. .: . � -�: 1 �• . (LOrS' /� /2/ BGGL"� 7� ,! A ST?7iP.t✓OYiC//aj p VICINITY Mom- �ivgcG�r�s;,.►.p ` LOr .4iC�EF,�.S : y, LEGEND _ f - • -tea- - S<1N/T4�Y �'E'WE•G - • .SET �CBAE N//T?,/ iliS -�O �� Jf°!Tr YEI-Z-e iI/ GAP ML1E,eEO tib✓. ^C� 1 "L -�i NOTE EASEMENTS 1� /G ' s,a vi rA eY gE rlJsse� �r+stn exJr 17--.. TiY/>Q �4:✓!�!!�`Y' filJA.� `"�`.�I�MED JN TWE 'I` FYELTI USINC-i. A 7"25PG4VN C$pT' .�2-B Gluey' dF A�AGO/CTES LNL-�E' ' ' ' ELEGT`its"ON/G MEASU�/N Ti,�S' iiUG/Tb.�'S P/Ll�z" it/o. S/9�/. � • � 1 �- 4 'j /(JOII/-EXGLUS/✓C EASEMEIIT' 77::, I - ;5•oL/rH -/ems' �b�' lN.4L.�N.��Y A.Va - �_ _1 _ GIE�i✓Flit%AY Uil./dE.e fa/-!Ga'T27.1�"S """"!'.�'. SII'L> r j - �'7Gk/ ..�.- 77ytti�l/SfI/Ja- .!3!-lblS�7h�� l ' Ore-4 4G77'3"' TGY'E!'-f fE.P hl//Pf! -Omr-P u7/�GT A"AAdFE / EJ9'gr o W". T17 30' E�,75"E/VJEJWT i95' S/,YJwN FGiP Ji1�i�Su; . • . ' Er75",E�'SS' .i7/VO U7YG/T/ES AY♦s45 EMEA�e.En.Cy - • ` ✓ENJCGE .9CCET'S .�'EpSENIi�JVr SNFsiCG /�/Evt�7P, • <, ; BST E�CCX,t�EO !/NL�u '.✓itGTEiP/VATJVL` ." + I ` � ,,�Gv'.!/cLE- r,•cz-�ssi�K�.'G1� .5' �+.�+.E�✓E27 �'- r��`SLE "S 7i9�c' /�/�: .��41�,r�11��11' i CfTY DF ANAC0RTES , :WORT" PLAT W. I TE . r�� ►t • :,! r, SURVEYOR'S CERTIRCATE i �,LEoNgq AUDITOR'S CERTIFICATE` SG/,el/EY' fib✓ /sE ► % 9G .$E ¢ ,5'EG" �c"' ¢ . , ,.w � This� represents a survey mado IN me or O:•d� „1 d� 7�w�J�/E�/ �✓ �w wrxw n1y d fKtlso Ter oonl0MWM*wM the� Fl for � day o �✓✓ 1 m in BOOk of y�ra Of i1N Surrey t3e00rdnp Act, N the request of of �o Pape at the Of leonsM d 8oudkrot.inc i ^F• °' under Auditor's Fite Number 11L)S$' 04 ss♦ clarE�.� '•I .ANOS awnav:sercW►7t Gr.7-c /+�r.. LEONARD l7fllt ©S $ E INC. t , Ctr�tt11EEltt NNf EXPIRES /T r '^'� r6 !! T � � FN .o t>oac: -0-4,9, �..�•�-ems. ,eOSs.taR aYe�nt :�;1�-6'751 :aattaL: .a1 , I ' ear ♦ arm '.2 - • i ! 11 cqMIR% J NOTES ACKNOWLEDGMENT TREASURERS' CERTIFICATE /� H/ATE7l� S/-/PPLY : C/TY Gl� .QNLiGO.t�TES. STATE OF [HASH/NIaTbN 1 ✓�-.. S / /-/E�EBY GErE'T/fY TH,147- 77 /_ ' ACGGAEVDI t,J,5�, 7L Yz/E CE-GG�CC� ME', 77-/E lJNOE.�'/C�NEn, A NOTZ1rE�Y PVBL/G /N /NCLL/G��.tJC-� T�E- YELtnP /�j !'ice 47 S/-10.CT GLiIT NUMBE,� ANO Li4TE G7c f1PPie0�/.�iL ANO Fore THE STATE G7� !�L/.9��y/n/Gy7Z^N, GY-JLY COM- -' SHALL dB Al/ ALL L�EOS ANO CGYt/T.egGTS, M/SS/ONEp A/VO :A.rjeN, PEr�SONLILLY AP.�'EA,tiO OATEO Ty/S __L_pA>/ OG' 1.. 2 , /�q ALL MA/N7SNANGE ANO !_ONST.L-�ClCT7GY�/ n'/'�� , - �,'',�. -.L_• .�.@/VATE 7W/ LOT OWNE.BS ANO TF/E DNS/B/L/TY CF n..�- �•} 'F �.. •',l �. , MA/AJTEicJ.4NGE .SHALL BE /rC/ O/reEGT .eELA - _ ,.. ~ �'._ d SK'AU/T, (�-OUNTY 'T'L�6Li��U�E-.e_ T70NSH/� 77, USAGE G!c- .�. T2l ME ,eNO[rl/N TC' !'E TYIE /NL7/V/OUpL4 OE'SGre/BEd t- /N n4N0 W/-!O EXEC ;/TEO T7-/E (N/7�-//N /NSTE(/MENT AC.KNOWLEOG�Ed T i-/AT "%�� S/CaNEO Fib/d SEALEd �� T7-/E ANd C Ed, F0�2 THE �L_ /rP.�OSES THE,�E'//�/ 5PE0' �/A-L= T.t"/,T4�7' , eE NOOEL/.VQUEIITt "ec ME AS ANO ANO Tf1AT ALL SPE'G/AL MENT/G�n/Ep. /45S655MENT5 Ort./ A/L/Y OF T-yE C�goEr87� i-/E.E'E/N CONS ENT w/TNESS MY N<1N0 ANO q��/C/L1L CONTA/ tJEO L1 CJ0 OEO/GATED AS STREETS , ALLEYr �-O� �T/-/cry f-�/_ L/SE, .0 E PLC/o lAa - SEAL {-/ELE7a AFF/XCO TIE OA1Y , /9 �.y� ANP YEArP sAE30VE lN.e/TTEN. OATEO -7'7'-I/S�Of-1✓ F �, KNOW"ALL T B�'•�'lJS BY 7�/A7- T?dE l�rVOEES/ NEO SLIBO�V/GiErCS f-,�"r�Z3Y GE..f'- � � T/F}/" THLiT �' dCT FLAT /S MfaOE AS Tf-/E/ram' -- :. -1 ✓:i F/ A.t/.47 !/O .t,/Ty'aeY AGT AA/O GL�EO. - rl/ T2x.2Y F�GIBL/C_ �/ .BES/OrNC� -AT: T7CE- ArtJACOrL 7-ES _G27NAL0 T A Y .AiIAEC/AL.�/4. � Are art"�7t /(//ArE'.K w. Ty Moro JOErvEXf. 7-,- SCN APPROVALS ' ACKNOWLEDGMENT / [� % //� STATZ�' Or l/t/<lSy/A/0 5.�. T7-/E GL:•:'r'-//.i_/ fIrVO �O.eEG-70/iU� SHO.�T PLAT /5 APioeOl/Ed IA-1__1 - - - _— COUNTY OE AGG-O.G-'O�1/C✓GE 6+..%TH T�+E !r✓F75�S'. /cE�-�E.ef-1CL (1 S. i3AN.0 C•E J � Or�T SUBO/v/�/OrCI L'�CG/'..'!-`..'✓-E /� - / -�../_-s.. A ESV/dC A�/O N� �C.OL1[C/ lN.�l$H/rVC-�TL�rV ON TH/S .DAY OF /�i _, BEFC�E �ATEO T, /S 2. ✓ �'c Ito b f. r ,ca `i/ rlJ ME, THE UNOE�S/l�NEd, A NOTArE3Y /N - N/SS/ONED ANpA� (f� NALL,YA=rAPPE� c / "- --------- F-"L/�.•._:n-i/rL./C-9 0.��./ `--,c_ - G"/rv- E/�/E�/NEED ACKNOWLEDGMENT - --- TO ME KNCl/L/N TO BE T/-+'E /iJi"v v �Ui1L5 C-�.>�.�iBE=t-> l /rV A/Vp WhE� EXEGUTEQ T7/E !N/TH/N /NS7UMENT, STATE OF W<�_;r-,//-/U;CN _� s AG,CNOWLECX-yEp THAT Z::1 O ANO SE�1LE0 GOUrtrrY en 77-/E SAME r4S F-BEE ANo VOLUrt/TA,E�Y AGT /Wp GIBED, ES THEE'E/N Q/V TH/S c -:: !aL\Y OF ,/�j_�t "BFF/•x� MENTiOn/EL7. ME, TT-/E uNG�.E S/Can/EG�. q itrt7TA.CY -[,/�gUG /N w/TNE-S-!5 MY HL1Nd /�/O nr'F7G/AL ANO i-7.7re' SAE- k:A&. WA/ TO BE THE CGL<=F�O.C�AT/ON GLSCrE/RFC NGTG�✓ PUEiC-/G 1', /N ANO /N/-10 EXEGUTEp TrvE GL//Ty/ti/ /.VSTrE'[.IMENT, BES/O/N� �T: " • • AG.erLOWLEOljEO TXlAT ' S/CgNEO AND SFfiLEO ArVo OEEC, FOE 7"XIE FCC/.GPOSES' Ti'E.eEiN rl/IENT/ONEQ. L(//TNESS MY f-/ANO flrt/O C�F7C/�L �" AL HE,CETO AFF'/>CEO THE OA v ACKNOWLEDGMENT NOTA:GY �F'UBL/G STATE O� !if/HSN.'/'./r=/TC.V 5.5. ICES/O/itJG� AT.' GOUNTy GAF - �: .l r ' Ort/ NJE, THE U.'l/l'EBS.�`�:[JEC, R Nl'7F'1C"Y- �UE3UC 1A./ ANO EO.0 TL/�- STf17E- CE !i(./�Lf/NC�TON, Ol./LY GOM- N//SS/C/LEO ArvO ::•I t/C�iL', /�'=�C'�t/�1LL 1'" /�F'GZ Cr2�E0 ACKNOWLEDGMENT -- - ---- ---_ ------- ---- TO ME �CNc vt/N � BE THE /NO/V/OUG1L =' O�.E�/BED '. STATE OE /i(/LiSH/�lJ TZJr�J /iU rJA_IO 6'(/NC E�yEGL-/TEC- ',z /it//TN/ti./ '✓`'TEC/MENT, GOUNTY � 5.S f1G.CNG�vC/L E/_�G�FO 77-/HT_ S/C�NEG 7/✓O �'�o/ F/""� C�' .�c lifil i Tt./E SAME ,a_; GB��. At/O fn'OLUN7<�fi�Y �1GT ON r �r: .,T(, OAY 4117F r !L Y: 'r IL , r 7 � , BEFC,E-mot ANO 4_-1 !Eyl , FOP Tz-/E ME, 77-1E UNOE.e S/f /EQ, A N07-7a.E'Y pUBL/G :il/ /�EA-/7 A/L/O FO.0 THE OL/L y C:G W- eVI774 iE.SS SH/CAZPrt/, .eSCN<aLLY AG7�EA,eEp SE<aL /-rE".P_E'TO ,4TF/XE !� 7"/-/E GAY �� l ' .�: t. i{ ry `sue N W� •",•.. L.-J-, F / "�� ( S/ ��(. !L :� <1/VC Y�-n1iE A}E301/E" l'U�;T;FiV. I t �, I //c/ ----- _�1{ _—f;/\o / c�4-tlA/ 7-0 ESE 77-/E CO.E�/-�7C��?TiCN L-E-�;C.e/BED rC/OTA.GY PUtSL/G /.C/ AND lnUi-!C EXE"C-L./TEL7 T'i-/E liviTF/'.V /NS7�UME.VT, ,�-�E- •-C%UCH AT AG.Crt/Cv(/LEOC�Ec• ?7-,'AT .-r S•'/G�/VEO A+vO �- "ALEp - 77YE SAME AS <� E:t'EE Art/G VOL U/-/TAr2 y ACT , (,Vq. L1rV0 pEEL7, FC.E' THE PU.0�^SES 7-�1E.E-E/,l/ /1/IErV T/Cil/EL] . (WiT/tJESS i>/lY .'ILa4l0 A�tJO OFF/G/f�L SEAL f-/EEETD AFx-iJIEO Th'E OAY ANO YEAS A >I/E..�6cP/TTEr(./. .� it , , .�� ,- ///__,,,Z -.•_< . /9SSESSOr�'S Tr9?r i(/o. ,DSO/,2¢-O-1J9/ NOTArE:Y L�BL/G �ES'o/tip AT: CITY OF ANACORTES PLAT No. 9 / - U D 5 DATE Q, foloer 14. /99/ o?`'.°�W�S"/'�,;� SU,e I/E"Y /�c/ T,yF' SE �/¢ SE �¢ , SEC .z¢• 'rSr tSLA%OSJ DWN BY:--AffoeDATE:ar /q9/ LEONARD, BOUDINOT 8 SKODJE, INC. SCALE: FIELD BOOK: 603 S. FIRST 'ST., MT. VERNON, WA.L ENGINEERS & LAND SURVEYORS 3 6-05751 JOB -No: ALL CE LZ ' G G 0 M, M ` ; SIT v � 3 1 2 5 1 NKU 1 T E \ C> o TR�LI� vvv " CAI- -ON 28 PLAN- T-AN D SC I PE P_L N _ - _ 'T \\y 5• '- zip ao � 3 DESIGN : T H C COT7 AGE GARDE N , INC, i �I wv' . � A P. t�. Sox 6yo , LANGLE `( , Wtl . 9S160 f3 zs E S T ALE SCRLE. #71— R 3� v T�y V' . �v A.A '. AA` �\..,` \• `\ A VV AA�AVA� VA`\ ��,-.�VA �,� _., �� A�. �.�.J. 1 30 V . 1. A1Z7 \ �� RAC f �� 2 � �\ \, \\\ \.� \ �0 _) � 33 :':4Q, 15� 5 53 `� .3g \ .`\\\\ \\ \.\\\ ` \ \ Ste•; III/ \ \` \�. \ \ \�\ �. .` n 52./ { ' t t 4 '• . . of ` \\- .A A', .A ".."' �1 i �A �} V\ Q ® 3 f � , 57\ a N �LtJT ` � o I I I so ,3a' I 0 SEE RTTP�(HED LIST" 3 - JJJIII IIILLLII ,� �0 3 r� C7 co � v v m `` C v o x ® Mt,ELL15 60J � ® 30' � � �`.v 54 3 � � Z- f - \ O ` o ��0�0�� f c Z S RViCE KnG. — � f 55' m 53 n z �� 3 , 3y f rGrr Z 6N TREELIS C� OTRL Li 5 � 1�7 — r, \ � 0 7.1 �\ • 5 6`\r\ \\mow I p t j r o - EAST % 22 z ' E 27 I 39 1 J z6 30 , . 30i� 1' �liS RECEIVED ` V z3 �. z 13 � 23 k13 OCT a 7 1998 G DEPT i 1 p EXISTING METE. t- aH LINE.To Cll�• _ 1� 1�"`ATE v�vE F�>i Dr-D Oct,-, Clai LG�:.�I Nr_L..EQ Cz/1 FPAt`teK �� STD�i 61 TN45 F;� N•t � 6GDI Nc � c=--re rLLvE Fc,e LA N6 Pe.0 l 4 C_v4-�ES TcD R` �b \�(7� FEZ,+z 5r, PI� 114 I d't �l iP va L Cox PL115 F � V �a2 o?�I td 6GE II l3!q lXz! Pei_ c-- E5E K - FE ek=)5`I 1N L/• S -JUMP t.lc.s 1I-75G Itlsf6LL as \w�e Os-!ZlC7 -5pirvs cl tzl N<�- VA. vV C�VE1'JC2Et` )C-�t Fc,2 -- --- 'Y4 !/�E R 1k5 ® � CL-�l EE � ( (�"X'IPE Fofz Ft�TUCE LIu: FjcT. '�-- IA6eTE ,,. 0 49-t-® I bss ala 1 N �c=LvE 0'OX 1 KGL �( ��rE f� G(C z�E1�Ct �� l�l� ToF�. Pt iCn I N COF_Hr-R IF DID' .R C.c= �WEPTHEz-f`bt c LEG v�L�E Slz � l NC�Ic�TEO I � zlcw�v� SeeIES, 1' Izoz4EFIa SEeI�S�L- R=�M Fo2 Ea6c� v�LvE QE{>�uvv kI z�z n k, :.` sq ® j4 �_IE5:D Mo-f-Ea otJ PV.N \vi-r44 >.I I UvFS 4 GeGVCL Ppe CecAt-IsSGE ' \/a�L�-E F�r,x'6s I -r:l�c,+'�G�-rE I,•-I lo'•zo��I.ID v 6. ZEI,�- V. t� - ,�4a-t�E �6r:- �Hl.�.� L�(i4xal� F-1.cs.+ /yG�TG III I,KZt V•�, I IG Ii '�L•EO OI'•1V5R.->U— 1y4 4r_i-4 ."^-f'CQ 1-1�1.1�,r1 r•1G r i ' I£ R Isc z t_t•°IC z� corn-eolE� •-\\cE�t'{-}E(-h (1L '�3h1K1.. F-�F1=p5 slzE <(os� 41o,41Z,41Sgig�4L0 a5 . �0�3,yIc�,Iz1Is�18 Zo/�vt•I1GF{ .n�501NOlCi3T�5 �"I�x.S _tt•fL' Fl 'ra3=6s�lox TEE �ticLE of shy. 1NaGaf);p tssFvLLp�� 5: FUCL�F� N� Q� Zo�A� Iwo Lr�� I45"(G 1 Z45' D� 27orE� cI�JIIL �4N-I'�L- 13s'Cs reaas) �IL'A VA L ni&TrUN I WPiC.nTE'S L.n IJ E�vp }�i\IX> g5P 9cSC5 w I T 4 t k�zZl.E.g /� 1 HLAC.dT'ED A,N3vC 8, 2-t#iC� C�p� I �o�s\m LL 3E MT% ,LWD-15 4x{•1�f 5cz � 3 91t M" ISH SF ri I i Is0 VSLtr'`✓GL\.EL�CA`t'Io1•I 1VJOIG�ES ��F{�l.t@ C'-345� 9SP wl't'1-} INDICF1y"EO f�aZLE3 .�sTRG�IEO-rp �8r,�.H��,Z_ �n.Ec-r�u.:�: l It r•K�os.c•LoNc �cr;\�eLts �Iusret;�1P�•�PSf�Nk,� � � i } Ie+FI SE�ICE FPS ! ME-TE2 To Es . 'zc" -44 PkeL I%`t, 1 ' r I MI N 1DePTH Tc-ToP o f PIPE 18"�� FIIJIs+•F �.�eof� . INsrvLL/�LLr164H I>JeS Ivl-rH NTtGL1h`-It I•InI��SEp moil, P�1-t im_ED rc�E7{1EQ \YTt{ F�FC•TIpC MIt t 3'O•C .6N 7 P�G� LA4�C tgo•l.,7 LI tJF- t�2 FW-fj-Tjc*4 2 H su i AtJ� \v12E \\i1LL fJE 14�^�'" E`WP-' --T�E tiv"l fJJ P3 \YILL-L°SE Y-b,(b2 G"&C Y144 Ar N 3PL1GG7 F�E(sr IN �lcL'-/E box ES �J� I oW <w Q'ot=TCJPs1`e�n� t I "� I , sG+!••4o R/C- plf SIZE 1NVIC-4r ED I/Cj—I MIN DEFT'+•}FPt7I'1 'Tmp .PI Pt< � FINIs+ ,=P�0E 1Z f 16'-R.Ei-1Cq Mpr 4.i �. Coo L,4- BP-N L1+.LF�}. GWE OFIL�>`b�f3v�t�f-t' like. I ` I'vL -- -- �H 90 R/G PIF1;� U1JpE2 carK,E Pay. U&rIE .� •it � eO 1540 zeq L NE GmjNs orl 4 1 - Ltav E2JDS . ALA-Lit-jet, M4sT PPvIN (LaTmY4z41, U NEs c!iLti'� r r IA1N �l10E LIiJE i'11" I BE <rEoF C4_1Y P�TIcaLS_Et7aIEE 6Nrx of PIF� rLI 1 N�1�LL�� Ic�J rye F�y��i+ LINE �E�'P: �T�sN+ lc �vu 5 rep I ' IT\uLL P�E-rk+��s Kefr1s131urTo �ll. x�F� E-eu� r�n�✓ �.E �et�n,1� g ,Je FozeaerTY T+>Eca rr tt r1usT r� � ieE 10 %L yt Ilys bQ .. Fermi n �,-INc_ fzc.#Ge 9� '�NIT45 �ttlt�t- +IEev -�MEa.IT � Rv, l. f r scaac� rs 1+tr�r�cr � �� + �. rc�, 1�,Is,18r�. q I h L SP 914 5 + rAf)S To, sI R6\�.a .K9/f�eK1�1 G G��LL �£ Pip-llP �zEar� �Poe37P DI1 c�H PI�#t � :%r cN�K Ldy�_�PE Rd�ti G'�• eH Via+ ,F <=P5I1`1 �F-t�ua �eEas \vIL.L, eEc�ty 3 �sr-eCE-[- Ellis S�rfl6 h� Lo,\tir.l wP yP +�Ds - ( _6 f6p,IP-1•Fr �7P�IZ� I . IJP +i-r "_ ` 'I. t2N I L- �Gl•d'�,- �Ll �if��-IES \\n LL. (3t✓ Fi �x��n \Yr'f•Fj.\ -t->rL,as OcLK F'i __9Ilcq t IfJ ? TL^JF�J \y 4i FG« 11ROEyr /asFOL(C>�� F125f IIGPri-,r1c>W �'f1+ /� L. M-p-f'IE> enF5H • 'fb iJs leE CICI I..- c �-r��: PIPE e o� A c�+.•r ' IS A L #°7��it I LI tYE ` /t L �E 11�17.Et7 E ILL D Fog s � H I �X�/-�..=`) �©F%Er � FL�AF"IG.'. i $•IG6 B'lo(n 1 y, IBN 'lIW --s/ �...,I w Ls Z ':_ TE_r�t��\ias ¢ E.Dr�ro 2y or r�l��!t. d P C� I •7.J.y�. (CA"�� IiLf�"•`i 1 KA K:L+II-+11� ' 'Z4 IiQ 12q . ILO I 1 SH ]01 12N _ SQ ISH toe ISH ' !SH IOE t6H , I rh I� I ,y , 'i Y�4 ISH yy z �� P LP uC�J-� Iry GOiE�-� �,/' 4z __- liµ � I ' — = .li 12E ISH I F�`'•,( - � I�'R= t?jSEZ .. 18N I N \ty yZ_ — -- ILF ��.mRe,a a(ITt>ym ,' ^+ ��• I'vSSL IZF h liN ' II• ,,.,.yyam� .___--- ------ r a.b- 3•�'Y. �� O 1- 4r tall I \vim_,'A� SN • l4H • �- 'I — r .4 18Q ——ISH_—lyf.'15N —ISN— — I toq I H > Va Ti>. .ri Ig IOH I'� 4 . Iaq •.` to qw ' -- � 'vr? 'L PtTi i.1 ISF h f s� , CT) p N f � lc>� �»V ION 1 ( v� f rr to I IOH vSA iOG t k _ - �• � � tiH � - , -F �n °P zoF �� - it off f ' .�;_ _. . .6`•lp�, ' Ft ,. =d=al ...c��i IOK foM IeN IoN IOH .zN 10140s1ZoH . �a - I '/t Iz�11'T VOW iE-. 'sK ,e .>H FLI- FetC t4c �� Ixli y,. ' tLE roN , _ 1 - 1 t I [ /` v. ---- -----=--=- v L - - - - - = - -- --- C sx�s y I ioq I' —18Q .h IV9 3 • A /+NL ri H Loi y --------C ._...-.:.: .�:.ao-.al.al I a .... .. xoP soq 1,��__ _ 'n ;/ 'f~ ''z 'h 18C •l IxN � � ION �I IoA l06 �i-p _ ........ - • 'SQ - ISN t5N 1511 IJN I Isla ,6N log • - _ Imo. - Y - _. _ _^ _.._ I yz • lslvuA.\V��2E 15q loH •H °oiH - 93H 'oi+H h T[ y i . .- 1 If ... ' -- -- ION -ioq 184 .. .. ' i O Q. .. o,r>.on iw h. �� _ r oov_ o3H.. ! t ! -'r->�-C' -E \\�IDE2 T1- •h; �•I�'iGl•F�" _ T14 y,, r,. IzoA ,w /z 'vY/i - ISO1,?Y ` %/1 13� oq IoN IZN — III ISO W ' \(.dl� �.. �.Y'"S /,I..LI✓� I ' y 12If- 126 IZM �I`I AF 9' -1lYU�' ham ' 1VL I ! •:�r�.i-.1 1-C-.. 1�1J.` (:Z10E D _ _... I I h.VS I�z In. -- 'r—• — Ion a soM zN h IL -- ----n- IiN 1 IIOH I N I --- --- k 9i � �. � I• 1 Vs I' liq �' 12Q off p � _ s K(- eE ILH ILH 18411 lei+ E+ S7ir7Y' �GlJ.1�117 �rl pP� P _.._.._._ I IVs IOH IOQ 104 _ • tz In r__Nj-v�e of rZ-of-i"1�N� IMP 1,sH ya zoe 0-H ItI -1�E c �e 1+�� IoQ 3 IM 11 18H t-1 Lj t-LF^ T-1 +4 I0 PEpT14 -jr> FI'N 154 DtDF � .... __._ _. 10H I IZH I � oq c I i /s Q --tr+�E Cs�►�+-fieaL\\ii R�� I- --- I '-4 E=\y ! .. IoH iIz ao -159 It laµ c !�.�. ". (\ �� ✓\.- `- I$lI I .- ISH -• l ISO � ISH %. low I �c 1 •; taH ,aH r - ® SN i I �4.�`J..) y4 ,vq 1Yc ��'J L{� v, , 7'y'4 Go'7G'"D6AIN� IOA .rt,1844 i sit tN KL E.� G2ssIdN \\'L�-M�sY1= It•+ r r cis 4 5 oeE 5 of }bw r . sPa o'Gi.26 Co C-C-gvul:. I E ,IVIhI� F'1MLtNr►gt' of e-r 5 v%451-11 IofJ G> �GII ae I�QtJ is ell �Y 3 E�'T- L.er1E L�ICL�Y,quo. otBuo P +. �o TA i ec.4-L,E I` _ >I�G Fay. c �rr s� Foz riuprltt' tE cr-F- I 11 r J r s D AVIL7 1=EY,-'A1A COLORED/ PERGOLA K i -- — 4 PEI _vOLA ��RA66PaVE" ARCHITECTURE IMPRINTED (SIMILAR) ILAR) 3(d FIRE APPARATUS -r- — - CONCRETELINNG 2166?' $ 5 — ACCESS and PLANNING WAL-- - -- — h A-IAORED - IMPR D 6ETISACK INTE CONCRETE � f z EASEMENT X F 7,, , 8A - i BOLLARDS , 3131 E. MADISON .� t CONC. RETANNG/ �4 a �3Ov tJ I SUITE 201 3 I i FOUNDATION - TOP 4 � A 2 I I SEATTLE, UJA I OF COVC. 67EM WALL .�\ I _. 98112 0 TO BE 2'-2" ABOVE I TOP OF SLAD C2saro)328-59-14 ' 1 (REFER TO CIVIL FOR _ I FAX GRADE C44ANGE6)NJ a f TWO-STORY BUILDINGS I s Y 7 4 fii 23,4S7 SF i 1 I F.F. ELEVATION = 165.0 QkTot - ' i J RETAIN.Rom23 /// PLMI'TING - AREA l t � i PLANTMCw •, AREA WALL $ , 3 �- 5' SIDEI'ARD COLORED/ }�1 '� I SETBACK _ —— + - -�--- Fib __- - _=—=— ---- — --� � IMPRINTED r � - vo' + •• IF IN Alu000 fRAME } CONCRETE C I { 1 COLORED/ t � � ' - 1t I I RIPRNTED / PROPOSED U } + I I { DAI �RE7E ONE STORY ADDMON �CsATg B" M PERGOLA 5 .so°Ber c Wiz}Y 4 I I a 7� A-I5 r j 1rr y ';9 '15 F'EPW-sOLA I ✓, Qt - ,+ •s', i�?z� - 4 4.4lGi-4 i ��•�, ., ,� -.. , SIGN I f , . EMO 5 T R DELED INCsLE STORY NUtF3INCs HOME tt,A x / I i I � (Ix 10,646 SF f � � __ �s� � s��. ••, � •¢ � Qr7 I/. , >: �� 1 'Q/S, I, � _ �� _ { 17 Fr-_ ELEVATION 169,.84 Z� y C�'_N lz� y j0 7• AVE" i f { O J C3 p - FIRE APPARATUS - l fen _ { ZO , ACCESS jC I DRIVEWAY GE FOR A3SlST1=D LIVNCs h _ �� 4? „ -i4 A ¢� FL. POLE b ' I I i26TH STREE71 ADDRESS) u ; I 27FOL].ARGD � INTER NO A 1.4 Lcv lv 1 lMPRMTED �D v V^~ ^7 Ar,1.4 STOP JIGN _ t 6 OG PARKING FIRE I �- L COLORED/ � �� LANE DESIC�JATION , --. rCONCRETE } L $' WALKJIaAY I A H r { -1-4 _ �� FFIIREO RELOCATED A-1.4 I I W I -- Q j A � i 1 nn ��pp - GENERATOR - y d) Y I(L II p n i I I TRA48FOFrIM 'A cn ' I I I — TWO STORY ` MOM J lJ U A-1.4 z \y y�• I !�8■ A-IA COATE "A" Q I T I � o j SERVICE BLDCs _-- ® COATED __ ._ : ; _ '�: •,� GOL i , : 9 I' , .-. i �- IMFRIN D I ` 1 CHAIWNNLIfKPEENECE ^ �.�-1.. � i � ,- -{ F+ , � � , t; ',. .°YO Y•• .v 'URTYARD CONCI�TE t _. � W DRAWN' CL7F � 5. IN® GATE COUM I I ARD _ ,t L B I 1 ' 'r U F.F. ELEV = 166.E5 el GAtE N CHECK: _ _1b �r 1 J- � � ,� 5 �';r �: y,1�•� I JOB NO: �. c4 PERGOLA } • ^ If Le INTED ED � GO _ I F COATED � I — I CONCRETE PERGOLA I I 6' AN Lf K r Q _Q GONG- RETAMMG/ I AN LMK I e L FOUNDATION - TOP r 4{ , .. ,,. IN LLOOD FRAME : OF CONC. STEM WALL ;> `� (REFEROM2' O" A50IVIL FOR PLANTING `_ - PLANTING Oki h TOP OF SLAB AREA AREA \� CsRADE C4IANGE6) e� v eA �O °` / tWO-STORY BI.IILDiNCs .V F.F. ELEVATION = 1630 I 1 a REd7GLING x iy a9 I I U� REf ISE A-15 �. a/ PERGOLAPFWsOLA I G lJ 'l �oQ tJ n Q GA 4, Jt A-15 COLORED/R1PR TED COi.OREDIIMPRMTED A CONCFU {7 �.� 4CRFT� V�/III.�CF.i G _- V�/1WRF• L. �A SE lu NF ROCK ROCK 6' VINYL COATED 4(a8.01 23 n o 14kDRIVEWAY CaR1�SSPAYE DRIVEWAY ENTRANCE FOR RETAINMG RETAINING CHAIN LINK FENCE Z O EASEMENT �yg;�gENG HQME NJD STAFF ILION WITH EXtSTMCs 9tDEUALIC WALL A-1.4 WALL A-1.4 IN WOOD FRAME I SPARKING j IMPROVEMENTS TO 2'1TH STREET LIMITED TO I U > 1 (21TH STREET ADDRESS) REPLACING EXISTMG SIDEWALK WITH NEW 6 FT. EXISTING SOLID o WIDE SIDEWALK EXTEND TO COMMERCIAL AVEMJE. WASTE CONTAINER PAD TO BE REPLACED SCALE, I"=20'-0" r I I r:T I \ SHEET: U cry �O i lo CONTINUE CURB, SOMALI< AND GUTTER APPROXIMATELY cW TO EDGE OF ALLEY PROVIDE PAVING TO CENTER LINE OF ROAD. OF: SHEETS