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203 5TH AVE S.PDF111111111111 5145 203 5TH AVE S 1.1'.18943 June 2", 2009 E CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAx (425) 771-0221 Website: wwwo.edmondsma.us DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering GPA, Inc. Bob Gregg 51 W Dayton St, 4304 Edmonds, WA 98020 MEMO TO: Edmonds School District Venzon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P-U-D- Puget Sound Energy Edmonds Fire Department Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Lynnwood Disposal Comcast Cable Waste Management Northwest GARY HAAKENSON MAYOR Please be advised that a new address has been added to the City of Edmonds Official map book. The address of 203 5'11 Ave S has been assigned to existing parcel # 00434212103700. See attached maps. Tax ID Number: 00434212103700 If you have any questions regarding this letter, please contact a City of Edmonds Permit Coordinator at 425-771-0220. Please contact our office if you wish to be removed from future address change n if ot ications. Sin,prely, �—RWAM �* I I h resa au Senior Pen -nit Coor Edmonds Building Department 1-\Temp\DST's\M aster Letters\New Address6/2/2009 Incorporated August 11, 1890 Sister City - Hekinan, Japan E 614 524 642 sso -91 61 -A -,a Z-/- �v "b T!j,VE S 'iI5 525 120 A'P 529 523 525 506 52— 532 527 531 T29 531 510508 533 536 535 421 40 M 41 — 642 113 0 14 547 545 S30 416 49 3 ro A) 0 !! M 4 4 542 n I 0 1 L437 302 565 555 -4 0 432 so STH AVE. S 6TH E N o ile 6 9 !, 04 604 600 — F76A 604 604 2 . 810 610 610 611 618 611 611 sis sla 615 614 6,5 614 21 625 825 623 824 620 620 62�2 6�1 024 - 626 632 628 627 630 629 630 631 629 — 821 620 623 -- 833 638 633 631 M 632 631 S20 a;;- DURBIN ST 637 639 — 040 640 642 645 046 1 045 640 646 r- cn a 0 1? 640 841 — 524 644 645 644 645 6 652 651 654 652 7M CD 650 853 10 7 657 7TH AVE 7TH I S %Pc N 714 0 720 3. 722 72 741 759 .111 001 8 0 . 1'6 837 834 841 838 516 608 014 x., 27� 408 434 629 ±ma; 3D3 704 215 '2 704 4 v v 27 302 711 — 701 715 709 707 710 716 709 718 1.1, 712 r, 316 710 716 414 7�/J� 71, 717 — 721 712 714 711 720 — 729 720 724 0 Cl) ':,D COD. S CM' 7-2. W m r- 7,0 719 v 72' 723 717 721 1 1 716 z @0 720 732 729 W w 740 739 - 736 :5 731 S3 4 725 742 731 718 721 750 — 739 736 736 739 736 727 741 720 731 760 777 744 749 742 - 741 736 — 739 760 741 -- 751 722 770 752 :9 746 750 745 - 747 754 755 — 759 765 724 339 310 M [�2�ol 757 -- 221 751 757 758 8TH AVE 8TH AVE N 001 802 801 221 806 805 — 110 804 220 304 eog 010 oil I — sis 812 810 814 817 306 821 _ sis 818 818 — 822 621 827 — $23 824 — -- 830 -- 820 9 926 935 e32 830 - 836 836 840 - 840 837 — 831 040 838 825 — 844 847 7 — -8-45 636 840 a" 837 -- 845 842 ---- 842 -- 8" 848 047 — 843 852 843 ---- 854 857 202 e52 842 840 850 ess 125 311 — - �21 055 858 902 0 - 4'6 .12 �3 P4.1 '] ri I --� i� 640 ' AVE N 620 0 cn 1z 9 0 0 - m 0 0 dwlK-� LA ur) 847 853 604 I 2� f A � �.-, -T I § i - 01, rp 530 531 5 a_ 36 r,_ e__ 546- a', 550 11 -v I I� T - 624 5201634 640 S , 21524 ,2 620 515 317 517 520 lie /V 2 Die 19 0508 535 1 T 421 F54O, 64 1 545 530 .0 05 429 540 49 .. B 0 433 -0 a a 437 302 5 42 5 560 411 6TH AVE S 6 AVEN 604 600 F-6-0, 1 g = n 604 10 610 1 1 611 oil 611 AID 616 615 61 els 614 611 624 625 820 — 617 821 625 620 2 621 829 - 626 — 623 622 — 630 831 629 628 627 621 623 628 625 6 8 6 0 4 0 00 6'; 6 7 .2s — S r.2 0' .2. 4 6 r27 0 '2 0 ,6 .2. 632 630 0 62 1 4 4 '33 113 633 631 836 DURBIN ST 631 �3. 637 — 632 642 — 840 0 641 644 645 640 — 845 — 648 8" 645 864 651 ass 652 650 653 657 ass 656 WE 4) 7 7TH.*AVE S 7t 416 � F 7-5 11�14 08 is 4 7 00 IT AVE nN Fi 604 629 a F. MCI) .4. as. 701 1�5-T 702 702 303 7"4 704 I '2 703 704 &V 1 302 711 711 17 7 706 7. 705 lio 7 716 7'- > 7 12 4 723 3 6 VA) 6 0 717 721 712 4 ?is 720 '2. 721 — 7 7�4 0 @ 8 CD 12. 720 72 7 731 718 740 �729 - "] 739 73 m z 732 (1) — 721) 733 - m 725 730 2. 2 . 5 — 7tS 721 750 _ 7 - 3 738 — 39 -- 7,6 739 Tq��- - 736 S3 -- 739 738 742 !4 731 7" 741 1.1 720 731 760 7" — 49 '42 - 746 74, 738 39 750 741 755 750 1 748 762 751 1 65 722 724 338 770 752 201 L 757 750 -22'1 745 47 0 — 764 750 — 751 75 7 768 OTH AVE S 8TH AVE N X)a 221 801 - elo Sol 802 Sol 808 805 110 all 816 09 ell el Sis — 820 821 al? 825 - 821 BID 822 823 — 830 827 -- B30 023 829 — 031 827 836 037 834 835 840 932 — 5 840 837 831 840 841 838 — 84 844 847 838 �835 7 836 845 637 840 825 a" a37 850 848 851 849 gq, 842 — 842 $43 — — 843 943 244 852 -- 516 Soo 05-7 304 954 857 __847 202 - a 2 055 847 849 842 - 849 850 311 402 125 2 1 955 656 301 013 _�j P2 '9027 Fd-],-� [ 1 914 14 ..: I I I 2 .0 V) 0 0 K 0 800 831 835 841 847 853 dium.111-16 0 6" OOP CITY OF EDMONDS mo V TRAFFIC IMPACT ANALYSIS M 1% WORK SHEET Name of Proposed Project: zicc W I o,-ro (--0 P1 6 F 1, t e—e Owner/Apolicant: M1e-fqAeL- A Name 7,07 — P % Street/Mailing Address CO&4oA4)5, &7- 0 city State zip Telephone: 25 - B ?6 - ce 37,T Applicant Contact Person: /die, i /+Cz- Name --U � (—I Street/Mailing Address city State Zip Telephone: '-t 2 51 Traffic Engineer who prepared the Traffic Impact Analysis: Finn Narne 1. PROJECT DESCRIPTION Contact Name .4(- 3 a. Street address (if known): -i Ve b. Location: c. Specify existing land use: gc,;TA,L Telephone (Attach a vicinity map and siteplan.) d. Specify proposed type and size of development: TAW-AaA-1 /9*t e. When will the project begin construction and when will it be completed? (,;--7v1-7 - sa f Define proposed access locations: g. Define proposed sight distance at site egress locations: Page I 2. TRIP GENERATION a. Existing Site Trip Generation Table: Land Use Daily (ADT) PM Peak -Hour Trips IN OUT. b. Proposed Project Trip Generation Table: Land Use Daily (ADT) PM Peak -Hour Trips IN OUT c. Net New Project Trip Generation Table: Land Use Daily (ADT) PM Peak -Hour Trips IN OUT d. State assumptions and methodology for internal, link -diverted or passby trips: Page 2 X 3. TRIP DISTRI8UTION Prepare and attach a graphic showing project trip distribution percentages and assignments. 1 4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY a. Have sight distance requirements at egress location been met per AASHTO requirements? b. Intersection Level of Service Analysis., • Existing Conditions LOS Delays • Year of Opening LOS Delays • Five Years Beyond Change of Land Use LOS I Delays (Intersections to be evaluated shall be determined by the City ofEdmonds Traffic Engineer.) c. Describe channelization warrants: d. Vehicle Storage/Queuing Analysis (calculate 50% and 95 % queuing lengths): 50% 9 Exisfing Conditions Year of Opening Five Years Beyond Change of Land Use e. If appropriate, state stop sign and signal warrants: f. Summarize local accident history: I (Attach stripingplan.) 95% Page 3 5. TRAFFIC VOLUMES a. Describe existing ADT and peak -hour counts, including turning movements, on street adjacent to and directly impacted by the project. b. Describe the estimated ADT and peak- , hour counts, including turning movements, the year the project is fully open (with and without project traffic). c. Describe the estimated ADT and peak -hour counts, including turning movements, five years after the project has been fully open (with and *ithout project traffic). d. State annual background traffic growth factor and source: 6. LEVEL OF SERVICE ANALYSIS Summarize Level of Service Analysis below and attach supporting LOS analysis documentation. Provide the following documentation for each arterial street or arterial intersection impacted by ten or more peak - hour trips. Other City -planned developments must also be factored into the LOS calculations. Existing LOS: Existing Condition: Year of Oveniny- LOS: With Project: Without Project: Pn rV.- A Five Years After Ovenini! LOS: With Project: Without Project: Note any assumptions/variations to standard analysis default values and justifications: 7. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified in ECDC 18.82.120, except as otherwise pro*vided for independent fee calculations in ECDC 18.82.130. 5PAZt'- — 'BOT 51211"a- FgEr ed3,-+,Jt,,kNr ITer 1?71- g,4-",r .4 AA-ta 51+,.yA,) p&ce, —V'c/ [cr-r wA-r, (2 ugk, L Howeyod, r7i u44�Z- .5plor"rS lqa 11 A 6,L,)L-0(/-( T�(4 is 5 atve ot C-F Y, C> 0(-f S I L-1 it % e- t1f e- Pat. S PaL 5M,* (4r5rA-W.4PT-5;. E-yre.- F goltp(Aall" I.S (0/-510a-Vto -0 2- 0. -; f4qPt,,-(, C r-,, � F'& A, T-H 4 r ro 0 &co,,9 fr.;, o- G-, S-r ")q ,-n 1WCYLC-, 5 (4 --NJ L, 0 G (i po oqp 0 t r1oA) 47 ftA 0 t-r-r- Fc---ar I . -::—No chi SAENGR\DarrcJ1\Chy Projecu%TIA GuidelineATrArnpAnalyWork 9-04.doe Page 5 2006 Washir ,Exterior Lighting Sum 2006 Washington State Nonrasklenfial Energy Code Compliance )n State Nonresidential Enerqv Code Comr Form ReviW Project Info Pic) Proj AddreS. Date -9A567 0 For Building Department Use §�AQ' eel OK -1`1 i(? Juiv 20 D CITY or. -,EPAa Name: lAppl. Name M JAppl. Phone(.. Pf 2- C? zol Project Description E) New E] Addition [;9 Alteration Plans Included —"u Refer to WSEC Section 1513 for controls and commissioning requirements. 1complia'nce Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) Efficacy > 6o iumens/w E] Controlled by motion Sensor EJ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) No changes are being made to the lighting ElLess than 60% of the fixtures new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Likhting Wattaze Tradable Locations Description Allowed Watts per fi:2 or per If Area (ft), perimeter (if) or # of items Allowed Watts x fi:2 (or x If) I Otal AllOWeO vvans I J Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, Tradable Proposed Lighting Wattage the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts PropDsed i otai vroposea vvaus may noi exceea i otai Aijowea warts ior txzenor I otal Hroposecl Watts J Non -Tradable Maximum Allowed Lighting Wattage Non -Tradable Locations Description Allowed Watts per fi:2 or per If Area (ft), perimeter (10 or # of Items Allowed Wafts x fi:2 (or x 10 Non -Tradable Proposed Lightim Wattage Location Fixture Description Number of Fixtures Wafts/ Fixture Watts Proposed vroposea vvarEs may not exceea Aiioweo Watts tor category CITY COPY VT ATT ACHMENT B 2006 WashIngton State Nonresidential Energy Code Compliance Form Exterior Lighting Summary (back) LTG-EXT�, �20WWashlngton State Nonresidential Energy Code Compliance "ans Revised7ty 2-007 TABLE 15-2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Tradable Surfaces Uncovered Parking Areas Parking lots and drives 0.15 W/ft' (Lighting power 'densities for uncovered parking areas, building Building Grounds Walkways less than 10 feet wide 1.0 W/linear foot -grounds, building entrances and exits, canopies and overhangs Walkways 10 feet wide or greater Plaza areas 0.2W/if and outdoor sales areas Special feature areas may be traded,) Stairways 1.0 W/ft, Building Entrances and Exits Main entries 30 W/linear foot of door width Other doors 20 W/linear foot of door width Canopies and Overhangs Canopies (free standing and attached and 1.25 W/f? overhangs) Outdoor Sales Open areas (including vehicle sales lots) 0.5 W/fe Street frontage for vehicle sales lots in addition to "open area" allowance 20 W/linear foot .Non -Tradable Building Facades 0.2 W/ft2 for each illuminated wall or Surfaces (Lighting surface or SAW/linear foot for each power density illuminated wall or surface length Automated teller machines and night 270 W per location plus 90 W per calculations for the following applications depositories additional ATM per location can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the Entrances and gatelhouse Inspection -, stations at guarded facilities 1.25 Wle of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/fe of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Material handling and associated 0.5 W/ft2 "Tradable Surfaces" storage section of this table.) brive-up windows at fast food 40OW per drive -through restaurants Fp—arking near 24-hour retail entrances 800 W per main entry 2006 Washington Interior Lighting Summar MnA Wanhhotnn State NonrasidpnVal Enarov Code Comdiance Forms State Nonresidential Energy Code Compliance Form Re*ed July 2007 Project info 140 Project Address _ZO 3 _,5-f / I�Ve '7 Date I I . t '.."y For Building Department Use 01/_ 1/00 Applicant Name: C4 Applicant Address: Applicant Phone - Project Description New Building E] Addition E] Alteration M Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive& LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 0 No changes are being made to the lighting 1 NILess than 60% of the fixtures new, installed wattage not increased, & space use not changed. 'Maximitm Allowed Lighting Wattage Location (floorfroom no.) Occupancy Description Allowed Watts per f12 Area in fl? AJlowed x Area t- i ame i o-i (over) - cocumeni aii excepiions on TOM L I U-LrA I otal Alioweo VVELE51 I Proposed Lighting Wattage Location (floortroom no.) Fixture Description Number of Fixtures Watts/ Fixture Wafts Proposed Total Froposecl Watts may not exceed Total AlloWed.Watts tor I terior T I Proposea Watts Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps In the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast informailion. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified In Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. .3. List all fixtures. For exempt lighfing,' note section and exception number, and leave Watts/Fixture blank. I ATTACHMENT A ... . .. ..... .. ....................... ...... 2006 State NonresidenUal Enerqy Code Compliance Form 2006 WaftVton StWe KonresIdential Prescriptive Spaces Qualification Checklist Note: It occupancy type Is *Other" and fixture answer Is checked, the number of fixtures In the space is not limited by Code. clearly Indicate these spaces on plans. If not qualified, do LPA calculations. Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 00ther L1g[1UT19 Check if 95% or more of fixtures comply with `1,2 or 3 and rest are ballasted. Fixtures: (Section 1. Fluorescent fixtures which are non -lensed With a) 1 or 2 two lamps, b) reflector 1521) or louvers, c) 5-60 watt T-1, T-2, T-4, T-5, T-8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps - 150w c) electronic ballasts 3. LED lights, Y A 01 0 45Z_4 111 4 1 *. 11%41� D^%"�r Allemicanr-a 11 PM use' LPP�' (Wisf) Use' LPA(W/sf) Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)"," 1.0 Convention center 1.2 1 Penitentiary and other Group 1-3 Occupancies 1.0 Courthouse 1.2 1 Police and fire stations' 1.0 Cafeterias, fast food establishments", restaurants/bars6 1.3 Post office 1.1 Dormitory 1.0 Retail"', retail banking, mail concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only). school' classrooms, day care centers 1.2 Gymnasia', assembly spaces" 1.0 Theater, motion picture 1.2 Health care clinic i.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1-1 and 1-2 Occupancies 1.2 Transportation 1.0 Hotellmotel 1.0 Warehouses". storage areas 0.5 Hotel banquettconference/exhibftion hall" 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory' shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 11,2 Libradee 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mail concourses) 1 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 I Footnotes tor Table 15-1 -1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases In which a use Is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified In the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. A Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150fe with full height partitions, a Unit LIghting Power Allowance of 1.10 wlft2 may be used. :8) Reserved. .9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 Wife. 1 0) Display Window illumination installed within 2 feet of the window, provided that the display Window is separated from the retail space by walls or at least three -quarter -height partitions (transparent or opaque). and lighting for free-standing display where the lighting moves *-Wth the display are exempt. -An additional 1.5 w/ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling -mounted track or directly on or recessed Into the ceiling itself (not on the wall). b) adjustable In both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points .. of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only If the lighting Is actually installed. 11) Provided that a -floor plan, Indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. C20-5 61h */V- 3 sr257�� Page I of 2 Graf, Jeannine "& -8/1 From: Graf, Jeannine Sent: Friday, January 19, 2007 2:56 PM To: 'Ralph W. Allen' Cc: Umbaugh, Theresa; Bowman, Duane; Bullis, Ann; Chrisman, Lyle Subject: Old Milltown Toilet Room (Space 6) remodel Dear Ralph, Thank you for inviting City Officials to the site today to discuss specific issues on the Old Milltown demolition project and Old Milltown Space 6 toilet room remodel project. The purpose of this email is to address the Toilet Room remodel in Space 6 (south wing of the complex) and use/access to the existing Old Milltown toilet rooms (located directly north of the south wing tenants). Regarding the toilet room remodel a brief synopsis is as follows (if any portion is incorrect or not clear please immediately notify my office in writing): • Property owner agrees the toilet room remodel in Space 6 is the priority project and will push for a speedy completion (4-6 weeks after permit issuance) • The City will make the Space 6 project a high priority and the Architect of Record will be timely in all submittals and resubmittals as necessary to the City • Temporary construction fencing is proposed to be placed to direct people to the existing Old Milltown toilet rooms for the duration of the Space 6 remodel once this project is complete fencing will be adjusted to prevent entry into the existing Old Milltown toilet rooms • The contractor wants building sewer plumbing (for Old Milltown and the Space 6 remodel) to be addressed on the Space 6 remodel project • The property owners' engineer is working on the building sewer plumbing drawings to accommodate the contractor's request, which may be submitted as early as next Monday or Tuesday for City review (separate permit application required for sewer work) • The property owners' design team is designing for one and perhaps two restaurants in the Old Milltown building; the design team understands the importance of planning for grease interceptor(s) and gaining City plan approval for interceptors The City requires the following: A construction fencing/pedestrian fencing plan shall be immediately submitted for the toilet room remodel project (maintain a minimum 44 inch width aisle) A construction fencing/pedestrian fencing plan shall also be submitted for the Old Milltown demolition project he City can agree to the following: • The existing Old Milltown toilet rooms may be used for the duration of the Space 6 remodeling project (the building permit shall be conditioned with a deadline to ensure a speedy completion) • Building sewer plans may be submitted with the Space 6 remodeling permit but it is possible that additional comments may be generated by the City based on this submittal • Once the Space 6 project is complete and approved by the City, construction fencing shall be altered to prevent entry into the existing Old Milltown toilet rooms —location approval based on the Old Milltown demolition construction fencing/pedestrian plan approval The City shall also require the future Space 6 remodel permit to be conditioned as follows: No demolition work shall occur on the south exterior wall of the Old Milltown building until City approval is granted or the Space 6 project is complete and approved by the City and No demolition work shall occur on the interior of the building above the existing toilet rooms until City approval is granted or until the Space 6 project is complete and approved by the City Regarding the traffic control plan, the use of parking spaces and sidewalks, construction fencing on City right-of- way, street crossing access issues, etc.; these issues will be addressed separately in writing by Lyle Chrisman, all 1/19/2007 Page 2 of 2 0 0 Engineering Program Manager. Sincerely, Jeannine Graf, City Building Official 1/19/2007 1/10/2007 Lyle Chrisman, Engineering Program Manager PlanCheck#: N061310 Response to the Plan Review Comments from the city for the Old Milltown South Mall New Toilet Room. Plan Review Comments Response Provide a site plan that A survey site plan was issued as part of the shows the location of original submittal that clearly shows the existing utilities, location of all existing utilities. especially water and sewer. The survey plan has been added as an overlay into sheet Al. 0 key.Elanforfurther clarity, 2 Where is the water The water service will come ftom the existing service to the utilities identified on the survey plan that was restrooms coming Part of the original submittal. from? Show the tie in location. The survey plan has been added as an overlay into sheet A]. 0 key plan for further clarity. A note has also been added to the sheet to further identify the tie in location. The specific details of the exact location will be handled as part of the plumbing permit separately, 3 Indicate on the site The existing restrooms will not be capped as plan where the existing part of this permit. side sewer line to the existing restrooms will be capped. ARCHITECTS inc. 7310 15TH AVE NW. SEATTLE WASHINGTON. 98117. ph: 206 783 2035 fax: 206 783 2037. rwallen@bridgepm.net 4 Add a clean out at the A note has also been added to sheet A]. 0 to point of connection of add a clean out. the new sewer line to the existing line. The specific details of the plumbing work will be handled as part of the plumbing permit separately, 5 Where is the staging The staging area for this work will be area for this work? contained within the existing Space #6. A note has been added to sheet ALO for further clarity. Once the first phase demolition permit is issued on the Old Milltown building, the staging area depictedfor that work will be utilized as neededfor both areas of work 6 Place a note on the A note has been added to sheet A 1. 0 drawing that no contractor's or workers "No contractor's or worker's vehicles shall vehicles shall park on park on Yh Ave, except for material loading 5th Ave. and unloading as required. "Materials will be unloaded at the parking area along Yh Ave when required; proper signage will be added" We must be able to deliver the materials to the site along Yh Ave, which will require a vehicle of a contractor to be temporarily parked. 7 If parking and or the Understood sidewalk is disrupted for more than 72 hours during the course of the work, a disruption fee will be assessed for that which was disrupted. 4� Page 2 of 2 EDA, 16 �Ip 0 NOTICE TO PERMITTEE AND/OR OWNER DO NOT REMOVE r --- I PARTIAL APPROVAL Lj CORRECTON REQUIRED 51/1 Z 3 �' -Ne 11 ENFORCEMENT VIOLATION Owner Permit Number -*Do —b732, Job Address-120 I Site Contact @(WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED L3 APPROVED PLANS AND JOB CARD MUST BE AVAILABLE TO INSPECTOR ON SITE L3 CORRECTIONS LISTED BELOW MUST BE MADE: BEFORE WORK CAN BE APPROVED AND/OR THE NEXT PHASE OF WORK IS STARTED RECALL FOR INSPECTION LJ $50 REINSPECTION FEE MUST BE PAID PRIOR TO INSPECTION REQUEST STOP WORK -UNTIL AUTHORIZED TO CONTINUE BY CITY INSPECTOR L3 NO PERmrr.sTop WORK.REMOVE CONSTRUCTION OR OBTAIN PERMIT AND MAKE WORK COMPLY WITH ALL APPLICABLE CITY CODES THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED TO BE CORRECTED WITHIN CALENDAR DAYS OR PENALTIES MAY BE APPLIED. FOR INSPECTION CALL 425-771-0220 L�/Building El Planning El Engineering L) Fire U Public Works White: Permit File Pink. Enforcement Buff. Applicant IA'O A t Is A:pp rA-P, AJVr-L r ZOO (o, 1 —3 0 � Project N 0: Sheet: of: Datd' Project Name: D L—L—TOWOBy: C -F ontents: E-M V 0 1?- A-12, C k By: JRP ENGINEERING, I.NC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Seattle, Washington 98133 Fax (206) 362-3234 Toll Free (877) 229-5009 ------------- -- - - - - - - - - - - - - - - - .Xi .. .... ... . ... ... . . ..... ........ ....... ....... - - - - - - - - - - - - - - - - - - ----------------- ------- ...... ..... ........ - - - - - - - - . . . . . . . . . . . . ------------ -------- ... .... - --- - - - --- ------- ------ ------- ------ -------- ...... .... ........ ---- ------ ...... ---------- ......... ..... -- -------- - ............. . . .......... .. -------- ------.............. ------ L - ---- ------- .... ... ----- - ....... Ts.1 Wr- D ............. 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'*SLAW - RECEIVED ----- - -------------- ... ........... ......... - ------- DEC. 0 6 2006 ..... .. ........ ... ....... --.- ... .... .... ..... .............. ...... - .............. . -------- ................ ..... . ........ -'OPV' -JI-Y BUILDING DEPARTMENT CITY CIF ED-V-003 Project No: b- Sheet:T5' of: Datd: (N JRP ProjectName: OL-9 MjL-L-".vJ?J BY: ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Ck By: Seattle, Washington 98133 Fox (206) 362-3234 Toll Free (877) 229-5009 to ProjectNo: nGIOM 'OSheet.-f5 of: -?---Date!. ?,4'AW:Z Or. JRP Project Name: M I U—TO W . 0 By:DO ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Contents: Te-t-\fOK Ck BY: Seattle, Waihington 98133 Fox (206) 362-323,4 Toll Free (877) 229-5009 Project No: 0 (0 Sheet:- S of: Date' Project Name: ()(-(2 M1t-L!-FOkA" By: M101 Contents: -Tf--rAP(XLf�-PY CkBy: MIA ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Seaff le, Washington 98133 Fox (206) 362-3234 Toll Free (877) 229-5009 Project No: 0 Sheet of: Date' 7-5- 0 71L- AL JRP ProjectName: OL-9 MIL-L-"Vio By: D N ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Contents:Tf—M ?() PA-12-Y Ck BY: Seattle, Washington 98133 Fox (206) 362-3234 Toll Free (877) 229-5009 Project No: 0 0 Sheet: _:I—Iof: Date' Project Name: By: Contents: Te-�-k i�, o 5++r,�97fI�CkBy: 2-5-,A�A �- 0 G JRP ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Seattle, Washington 98133 Fax (206) 362-32U Toll Free (877) 229-5009 E S - =Avc( Proiect No: 0 G 0 �1 -1 ��' Sheet: :t;5' of: (- Date' 0 � ProjectName: OLP f-AtL-L�TJOU3" By: P 1\4 Contents: Ck By: JRP ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Seattle, Washington 98133 Fax (206) 362-3234 Toll Free (877) 229-5009 Project No: C) Sheetl�s—of: (�A-Date: 06 ProjectName: OL-T) 6A v L-L-" V3 0 BY: 9" Contents: le, W09AVY 5 Ck By: JRP � ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Seattle, Washington 98133 Fax (206) 362-3234 Toll Free (877) 229-5009 Project No: Sheet:fS-of: 7 Date: JRP ProjectName: OUP "IL-U"WO By: -D N ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Contents: �T Pt\A ?0?—A-\fLY Ck By: Seattle, Washington 98133 Fax (206) 362-3234 Toll Free (877) 229-5009 ProjectNo: Sheet:- —5 of: (Q Z C L -) Datd: - P�� OC ProjectName: OLP MILI-T p t'� - 64-X3 By: Contents: Ck By: ENGINEERING, I N C . 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Seattle, Washington 98133 Fox (206) 362-3234 Toll Free (877) 229-5009 Project No: DA C? Sheerlaof: J_ Dat4: ?-G P�kk� Qo Project Name: 0 U? �41 (—L--M 'Y-3 0_ By: P 0 Contents: —rF (,A? 0 L� Ck By: JRP ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Seattle, Washington 98133 Fax (206) 362-3234 Toll Free (877) 229-5009 Project No: Sheet: -r-�5 of: 0 Dafi� C, Q (c, Project Name: 0 L 9 M I L-(-7-t us 0 _ By: 1) H Contents: 111;:� M 90 R he, )r -'5, N-MU-5 Ck By: JRP ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Seattle, Washington 98133 Fax (206) 362-3234 Toll Free (877) 229-5009 Project No: Sheet: Dot ..� of: _J[ e JRP Project No: Sheet:a—of: -L!'=zat4: 2AA(J'--cp- OES ProjectName: OL-9 t\AILA-VOO By: 0 Contents: TEmpU-A-fL-Y' CkBy: JRP ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Seattle, Washington 98133 Fox (206) 362-3234 Toll Free (877) 229-5009 ProjectNo: OGC)sq Sheet.'[S_of:. 12 Dat�:�-L64�&C- OG ProjectName: OL--9 MIL�L--Mk&M By: 9 0 Contents: TF— �A? q �—� .5 Rtf-ES . Ck By: JRP ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Seattle, Washington 98133 Fox (206) 362-3234 Toll Free (877) 229-5009 Project No- Project Name () ( ()1;9 Sheet::'ID7o(: ltbat4l: eZ9' OL-12 I\A ILL TOWO By: D t-A Contents: �-V-M-E.5 . Ck By: JRP ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Seattle, Washington 98133 Fax (206) 362-3234 Toll Free (877) 229-5009 Project No: 0 16 om Sheet: of: /4�7 Dat6:, 0 G Project Name: C) L-f2 NA I L LI—CW 0 _ By: �Q 0 Contents:TIE M P 0 J?- kF- Y 5 H-UE--,r Ck By: JRP ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Seattle, Washington 98133 Fax (206) 362-3234 Toll Free (877) 229-5009 ProjectNo: OGO0,3q Sheet: 7—� of: Datd: -2—C. A41k�k Project Name: OL-p MILLMIJO By: P M Contents: T,17 V\AP 0 fL-A-)Z-Y �W�F-5 Ck By: JRP ENGINEERING, INC. 2150 N. 107th Street, Suite 375 Tel. (206) 361-7100 Seattle, Washington 98133 Fax (206) 362-323A Toll Free (877) 229-5009