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Home My WebLink AboutPermit 89-12-DR - SHARKEY DESIGNS - HOMEWOOD SUITES DESIGN REVIEW89-12-dr 6925 fort dent way epic-26-89 89-6-smp 6267 homewood suites August 6, 1998 Ms. Hilary Sharkey Hilary Sharkey Designs 74 Trimble Street Nashville, Tennessee 37210 VIA FAX: 615 -255 -9711 Dear Hilary: City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director RE: Homewood Suites 6925 Fort Dent Way Tukwila, Washington We in receipt of your August 6th letter, sent via fax. We approve of the exterior color scheme you have proposed in that letter (attached). However, for the sake of clarity, I would like to restate the information we have been discussing over the past few weeks. The original approved color scheme for the Homewood Suites involved the use of the same color (white) on the window frames and trim, doors, trim at roofline, downspouts and handrailing. Cousteau Bleu was used only for the accent tiles and round vents. Your July 20th proposal suggested the continued use of Cousteau Bleu for the accent tiles and round vents as well as its use for the handrailing (and its caps, pickets and rails). To preserve the design concept we indicated that if Cousteau Bleu were used on the handrailing it should also be used on the window frames and trim, doors, trim at roofline and downspouts. This application of Cousteau Bleu would then consistently mirror the use of white in those locations and be in keeping with the intent of the original design review. In a subsequent phone conversation you indicated that the window frames are covered with a permanent, factory-baked white paint which should not be repainted. For this reason, the use of white must continue on the window frames and trim. Therefore, white must also be used on the doors, trim at roofline, downspouts and handrailing. Cousteau Bleu may be repeated for the accent tiles and round vents. Please let me know if the color scheme you proposed today has been accepted by the owner. If you should have any questions, please do not hesitate to contact me at 206-431-M63._ Sincerely, Deborah Ritter Assistant Planner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 96 D•1)-€„& August 6, 1998 Ms. Hilary Sharkey Hilary Sharkey Designs 74 Trimble Street Nashville, Tennessee 37210 VIA FAX: 615 - 255 -9711 Dear Hilary: City of Tukwila Department of Community Development RE: Homewood Suites 6925 Fort Dent Way Tukwila, Washington We in receipt of your August 6th letter, sent via fax. We approve of the exterior color scheme you have proposed in that letter (attached). However, for the sake of clarity, I would like to restate the information we have been discussing over the past few weeks. The original approved color scheme for the Homewood Suites involved the use of the same color (white) on the window frames and trim, doors, trim at roofline, downspouts and handrailing. Cousteau Bleu was used only for the accent tiles and round vents. Your July 20th proposal suggested the continued use of Cousteau Bleu for the accent tiles and round vents as well as its use for the handrailing (and its caps, pickets and rails). To preserve t e design concept we indicated that if Cousteau Bleu were used on the handrailing it should also be used n the window frames and trim, doors, trim at roofline and downspouts. This application of Cousteau Bleu w uld then consistently mirror the use of white in those locations and be in keeping with the intent of the original design review. In a subsequent phone conversation you indicated that the window frames are cove d with a permanent, factory-baked white paint which should not be repainted. For this reason, the use of hite must continue on the window frames and trim. Therefore, white must also be used on the doors, trim a roofline, downspouts and handrailing. Cousteau Bleu may be repeated for the accent tiles and round vents. Please let me know if the color scheme you proposed today has been accepted by the have any questions, please do not hesitate to contact me at 206 -431 -3663. Sincerely, (211--eir Deborah Ritter Assistant Planner John W. Rants, Mayor Steve Lancaster, Director owner. If you should 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431, 670 • Fax (206) 41313665 /ROM : Lighting 1 HOMEWOOD SUITES - TUKWILA. WA PROPOSED EXTERIOR COLOR SCHEME 8 -6 -98 NOTE: This proposal supersedes any previous documents pertaining to the exterior color scheme for this hotel. 1 Paint Color for Window Framesi rim, Doors, Trim ® Roofline, Downspouts and Handrailing: color to match white factory-baked color of existing window frames (Contractor to select Sherwin Williams paint color which matches existing white window frames, and submit sample to Hilary Sharkey for approval) Paint Color for Main Body of Buildings and Chimneys: Sherwin Williams #SW 2431 Natural Tan (from Option A which was approved on July 23, 1998) 3 Paint Color for Pilasters, Base of Buildings and Base of Columns: Sherwin Williams #SW 2031 Parillion Beige (from Option A which was approved on July 23, 1998) 4 Paint Color for Round Vents: Sherwin Williams #SW 1483 Cousteau Bleu PHONE NO. : 615 255 3771 Aug. 06 1998 01:11PM P2 5 Tile Color for Accent Tiles @ Top of Pilasters: color to match Sherwin Williams #SW 1483 Cousteau Bleu (Contractor to locate tile which matches this color, and submit tile sample to Hilary Sharkey for approval) AVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION B LLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEI )N BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE S BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW e aE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 >W 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (E) AVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION E LLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEI )N BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE S BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 1E SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 ;W 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (E) WILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION E 'LION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEI )N BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE S 31 031 1 0 EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2 (EXTERIOR] - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW ;E SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 ;W 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (E) AVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION E LLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEI )N BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE S. BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW ;E SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 IV 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (E) ',VILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION E LLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEI )N BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW IE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 iW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (E) AVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION E LLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEI )N BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE \L TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN S\ I ERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURA 2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTER URAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN S\ FERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURA 2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTER URAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN S1 VERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURA 2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTER URAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN S\ ERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURA +31 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTER URAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN S1 TERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURA 4131 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTER - URAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN S\ TERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURA %L E!i.0 BLEU SW 1483 LRV 109 COUSTEAU BLEU SW 1183 1..R \/ 10 %: COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 141 I A (AVAILABLE IN Co ! 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C. , , ;ir . � „ 'I',i '� idtf I OE I' ;al;lrA�nr.e ?I� SAM) G' +I I �•9'VA�L r I'i tlin'A r••ACCnaIS BASES MY) LAVA 31..441 SW 1.183 LRV 10% COUSTEAU BLEU SW j's83 L 141 10% 001 STI_AU B1 EU SW 1 183 LRV 10`'r% COUSTEAU BLEU SW 1483 I_RV 10 °/u C 0 4 4 SIE.� BLEU S i ' \ i ° -, STE i 11 S1��' ') - (C i _ S t R % COUSTEAU ) .�J.a I E_,' -''.J EiLL_L1 ,� \N 1 +83 l_R ✓ .0 :'° (_,I_ll.!: = I c_/\Ll BLEU ,,.At 11�•ii: 1.. F; \� tU .0 COUSTEAU BLEU .�1r"4 1483 LRV / 10 ,u BLEU SW 14 ;HE IC rrin•A. :.0ie BASES SNLYI (AVAILABLE IC Cs!i::A( F.1`'[:+ ()NIY) (AVAILACLE Ilq;; ; "dNIY) !AVAIL ABEL IN f.n:c%. /;ls BASIS LINTY) ■CVAIEAEII IN l I4r0cEial.e BASES ONLY; !,:‘VAILARlf IN CClookr.cnls BASES ONLY) (AVAIIABI .JSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LEV 10% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 L AU BLEU( SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LEV/ 10 °% COUSTEAU BLEU SW 1483 LRV 10 °! COUSTEAU BLEU SW 1483 LRV " ;VAILABII 15 Cu!nrAcrrels BASES ONLY) (AVAILABLE IN Cn!rrAecnnls BASIS MO) (AVAIInCI I IN Cclu'ACCi.r:Is BASIS ONLY) (AVAIL ABLE IN Culer,reeals BASES DCLV) (AVAILAUI I IN CnlarAsce':IS BASES LIMY) (AVAILABLE IN Culei'Acreals BASES ONLY) IAVI BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU E3LEU SW 1483 LRV 10 °ru COUSTEAU BLEU SW 1483 LRV 10% ( 'OUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 14 ABLE IN ColsrAi,rems EASES ONLY) (AVAILABLE IN CulsrACcems BASES ONLY) (AVAILABLE IN Cs(s'A;senls BASIS ONLY) (AVAILABLE IN Colorlccills OASES BNEV) (AVAILABLE IN EularAscenls OASES ONLY) (AVAILABLE IN ColorACCenls BASES UNLY) (AVAILABI JSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 L =AU BLEU SW 1 483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1183 LRV 104 COUSTEAU BLEU SW 1483 LRV AVAILABLE IN CalurAcccnls BASES CNIY) (AVAILABLE IN ColnrACeecls BASES CIO) (AVAILABLE IN ColorAccun[s BASES UNIY( (AVAILABLE IN ColorAccenis BASES ONLY) (AVAILABLE IN CulurAcccnls BASIS CNLY) (AVAILABLE IN ColsrACces!s BASES ONLY) (AV BLEU SW 1483 LRV 109 %COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10% 'OUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LEW 109/u UUUS I EAU BLEU SW 1483 LRV 10% COUSTEAU BLEU) SW 14 O As , ;s'(s BASES UNLY) (AVAILABLI IN ColsrYssilil BASES ON' II ( AVAILABLE IN CulurAssenls EASE ONLY) (AVAILABLE IN CalurAr.cenls BASES ONLY) (AVAILABLE IN CalurAccents BASIS ONLY) (AVAILABLE IN COIerACCents BASES ONLY) EAVAILAB i AU BLEU SW 1483 LRV 109% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10 °;o COUSTEAU BLEU SW 1483 L I 1483 LRV 10 COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10 °/u COUSTEAU BLEU SW 1483 LRV BASIS UNL 1'I (AVAILABLE IN Ce)urAc ::nis CASES ONLY) (AVAILABLE IN CulurYceenls BASES ONLY) (AVAILABLE IN CulorAcrsm)! CASES ONLY) (AVAILABLE IN CoInrACcents EASES ONLY) (MAILABLE IN CclarAccenls BASES ONLY) (AV 14833 I_RV 10 °tu COUSTEAU BLEU SW 1483 l_RV 10% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10% ,_;:\U BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1L BASES MI CI (AVAILABLE IN CalurAcunslu BASES ONLY) ( AVAILAULE IN CLIm'Accenls BASES BALI) (AVAILABLE IN CoInrAccuuls BASES ONLY) (AVAILABLE IN Caloncccenls BASES ONLY) (AVAILABLE IN CalurAccents BASES ONLY) (AVAILAB /8.1 BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10 °/u COUSTEAU BLEU SW 1483 LRV 10 COUSTEAU BLEU SW 1483 I L= n.1.) BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 100 COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV AVAIiS.BIt IN LiIaACceuts LCD(S UN1Y)'AVAILABLE IN CnlurAccems BASIS IINLY) (AVAILABLE IN ColurAcccnis BASES ONLY) (AVAILABLE IN CulnrAccesls BASES ONLY) (AVAIEABEE IN ColnrAccenls BASES ONLY) (AVAILABLE IN CelarAccosU BASES ONLY) (AI BLA=B SW 1483 L_RV 10 °/u COUSTEAU BLEU SW 1483 LRV 10 °/u COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10 °/u COUSTEAU BLEU SW 1483 LRV 10 °/n COUSTEAU BLEU SW 1483 LRV 10°/u COUSTEAU BLEU SW 1 IIACIE iN CalorAcr.ents BASES ONLY) (AVAILABLE IN L'nlerAccrnfs OASES ONLY) (AVAILABLE IN CulerAccenls BASES MY) (AVAILABLE IN CelurAccanls BASES ONLY) (AVAILABLE IN CEIorVccisls BASES LIMY) (AVAILABLE IN CalorAccents BASES ONLY) (AVAILAI )USTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10 % COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 'EAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV 10% COUSTEAU BLEU SW 1483 LRV . 47 1 m j r w h r 1 . ` v i d v r ° , ` ° -q, •� : '' 1 - n' r R . �. ., 6 i E -. 'w# t. L ` ( , 1 5. ' r. jr , o. _ %. - .7 F' fir d' 1 • ` , �"� p �,d b' '4 '' t ;, FROM : Lighting 1 PHONE NO. : 615 255 3771 Aug. 06 1998 01:10PM P1 August 6, 1998 Ms. Deb Ritter Department of Community Development 6300 South Center Blvd. Suite 100 Tukwila, WA 98188 RE: Homewood Suites - Tukwila, WA Dear Deb: In reference to the exterior paint colors at this hotel, I am writing to summarize the telephone conversation we had on July 29, 1998 in which I was following up on your letter to me dated July 23, 1998 (copy attached). In your letter, you approved the use of Option A or B colors on the building, with Cousteau Bleu. for the vents and handrailing, and you desired that Cousteau Bleu be used on the doors and trim as well. I called to discuss with you the owner's request to not use Cousteau Bleu on the doors but to use one of the neutrals instead, and to inform you that I had recently learned that the existing window frames are a permanent, factory- baked, white paint which should not be repainted. At that time, you told me ofthe City of Tukwila's requirement for this property that all of the following elements be painted the same color to provide consistency: window frames/trim, doors, trim at roofline, downspouts and handrailing, with an accent color allowed only on the round vents and tile inserts atop the pilasters. Therefore, since the existing window frames are permanently white, the doors and other such elements must be repainted white as well. In light of this situation, an updated proposal for the exterior color scheme is listed on the next page. I look forward to hearing your comments. Please note that since we last talked, I have changed my office address, telephone number and fax number (the updated information is shown in my letterhead). Sincerely, • HILARY SHARKEY DESIGNS • 74 TRIMBLE STREET NASHVILLE, TENNESSEE 37210 (615) 256-2570, FAX (615) 255-9711 c: Shirley Walker Eric Arender Julie Mackey FROM : Lighting 1 HOMEWOOD SUITES - TUKWILA, WA PROPOSED EXTERIOR COLOR SCHEME 8 -6 -98 PHONE NO. : 615 255 3771 Aug. 06 1998 01 :11PM P2 NOTE: This proposal supersedes any previous documents pertaining to the exterior color scheme for this hotel. 1 Paint Color for Window Frames/Trim, Doors, Trim @ Roofline, Downspouts and Handrailing: color to match white factory -baked color of existing window frames (Contractor to select Sherwin Williams paint color which matches existing white window frames, and submit sample to Hilary Sharkey for approval) Paint Color for Main Body of Buildings and Chimneys: Sherwin Williams #SW 2431 Natural Tan (from Option A which was approved on July 23, 1998) Paint Color for Pilasters, Base of Buildings and Base of Columns: Sherwin Williams #SW 2031 Pavilion Beige (from Option A which was approved on July 23, 1998) 4 Paint Color for Round Vents: Sherwin Williams *SW 1483 Cousteau Bleu 5 Tile Color for Accent Tiles @ Top of Pilasters: color to match Sherwin Williams #SW 1483 Cousteau Bleu (Contractor to locate tile which matches this color, and submit tile sample to Hilary Sharkey for approval) July 23, 1998 Dear Ms. Sharkey: City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Ms. Hilary Sharkey Hilary Sharkey Designs 180 Wallace Road, Apt. J -11 Nashville, Tennessee 37211 -4664 VIA FAX: 615 - 837 -0826 RE: Homewood Suites 6925 Fort Dent Way Tukwila, Washington We received the four sets of paint samples and the roofing sample via Federal Express yesterday. We have completed our de review and have the following comments. Please use either Option A or B as these options are more traditional in their use of light colors for the building walls and dark colors for the base. Of these two options, we prefer Option B. The colors in Option B are more complementary with the roofing material and with the color proposed for the vents and handrailing (Cousteau Bleu). Please apply Cousteau Bleu to the doors and trim as well. This consistent use of Cousteau Bleu will complete the concept and provide more visual interest. If you have any questions, please do not hesitate to contact me at 206 -431 -3663. Sincerely, klece Deborah Ritter Assistant Planner 6300 Southcenter Boulevard. Suite #100 • Tukwila_ WachInatnn ORIRR • 12061 471,7iS7n. • Far! 120151 Q?!. 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JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (E E OGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PA H G PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW • 08 SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (E E DGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PAT 8. CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 3A BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 201 LANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (1 JCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXT SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERN 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 3A BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 20 LANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (I JCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXT SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERII ••y 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - RASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA S 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 3A BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 20 LANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (I JCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXT SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERII 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - :.ASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW SA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 20 LANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (I \ICA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXT SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERN ' 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - :ASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW SA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 20 LANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 JCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXT SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERN ' 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW SA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 20 BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (I EGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 208i SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTE )GGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH 3 PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2081 SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTE e: OGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH 3 PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087. (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2081 SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTE DGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 208; W 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTE )GGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH 3 PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 208' SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTE OGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH 3 PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 2087 (EXTERIOR) - JOGGING PATH SW 208'. ;ASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 3A BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 20 LANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 JCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXT SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERI 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) :ASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 3A BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2C LANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 JCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTE IOR) CASA BLANQA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EX1 • SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIO - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERI 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) -ASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 3A BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2C LANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 20601 FICA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EX1 SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 ( EXTERI 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) • L'ASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) = CASA BLANCA SW 3A BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2C LANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 20601 , 1CA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EX1 SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 ( EXTER'. '2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) • L'ASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW SA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2( LANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 20601 JCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EX SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTER 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW SA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2( 1LANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 (EXTERIOR) - CASA BLANCA SW 2060 i JGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH S a PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTEF JGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH S 3 PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 1 CI SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 ( EXTEF OGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH S 3 PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTEI OGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH S PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH.SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTEI OGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH 3 PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTEI OGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH G PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 (EXTERIOR) — JOGGING PATH SW 2087 JRAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW ERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL 431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 ( EXTERI( JRAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SV1 ERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL 431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 ( EXTERI' URAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SV " ERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL !431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERI URAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SV RIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL 11 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERI IRAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SV l ERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAI ;'4131 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERI - URAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SV T"ERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAL TAN SW2431 (EXTERIOR) - NATURAI AVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEI LLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIG )N BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE S BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 20 3E SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 3W 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXT AVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BE ILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIG DN BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE S BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 20 3E SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTE OR)- PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXT 'AVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIG SVT2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BE ILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIG ON BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 20? GE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (E SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2.031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXT DAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEI 'ILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIG ON BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW I BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 20 GE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (1 SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXT PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BE / ILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIG ION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SVI J BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 20 IGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (I SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXT PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BE ILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIG ION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SW 2031 (EXTERIOR) - PAVILLION BEIGE SV July 20, 1998 Ms. Deb Ritter Department of Community Development 6300 South Center Blvd. Suite 100 Tukwila, WA 98188 RE: Homewood Suites - Tukwila, WA Dear Deb: HILARY SHARKEY DESIGNS • 180 WALLACE ROAD, APARTMENT #J -11 NASHVILLE, TENNESSEE 37211 -4664 (615) 331 -2402, FAX (615) 837 -0826 As we discussed last week, I have found four additional combinations of paint colors which I am proposing for the exterior of this hotel. Enclosed is this package are large samples of the colors, an actual sample of the hotel roof, and a legend which describes the color placement in reference to the numbers used on the original colorboard. While working on this project, I have paid particular attention to the color combinations of buildings, especially those structures with textured finishes with charcoal grey roofs. I have seen some very handsome sites which had slightly warm neutral tones which which looked richer and more interesting with the grey roof than did the cool grey ones, and I strongly believe that the appearance of this hotel will be greatly enhanced by the use of any of the colors I have proposed. Please call me to discuss this package at your earliest convenience. I look forward to hearing your comments. Thank you. Sincerely, Hilary Sharkey c: Shirley Walker Julie Mackey HOMEWOOD SUITES - TUKWILA. WA PROPOSED ADDITIONAL EXTERIOR COLOR SCHEMES 7 -20 -98 NOTE: The color combinations have been identified by a letter for easy reference, and the placement of each color has been numbered to correspond with the paint color numbers on the colorboard submitted on 6 -8 -98 as follows: 1 Paint Color for Doors, Trim @ Roofline, Windows and Downspouts: 2 Paint Color for Main Body of Buildings and Chimneys: 3 Paint Color for Pilasters, Base of Buildings and Base of Columns: 4 Paint Color for Round Vents, Handrailing (including Caps, Pickets and Rails): Option A 1 Sherwin Williams #SW 2031 Pavillion Beige 2 Sherwin Williams #SW 2431 Natural Tan 3 Sherwin Williams #SW 2031 Pavillion Beige 4 Sherwin Williams #SW 1483 Cousteau Bleu Option B 1 Sherwin Williams #SW 2087 Jogging Path 2 Sherwin Williams #SW 2060 Casa Blanca 3 Sherwin Williams #SW 2087 Jogging Path 4 Sherwin Williams #SW 1483 Cousteau Bleu Option C 1 Sherwin Williams #SW 2431 Natural Tan 2 Sherwin Williams #SW 2031 Pavillion Beige 3 Sherwin Williams #SW 2431 Natural Tan 4 Sherwin Williams #SW 1483 Cousteau Bleu Option D 1 Sherwin Williams #SW 2060 Casa Blanca 2 Sherwin Williams #SW 2087 Jogging Path 3 Sherwin Williams #SW 2060 Casa Blanca 4 Sherwin Williams #SW 1483 Cousteau Bleu noMc%400u sun rs 8 ? -12- A2 / ,,i c0D S v i 767 C o t.. o 12S d M it 71.42 /A e.--s 3ok-iz A-Pe f o C= `f r- ?. A 2 B.A i)AT E .— APPROVED {-�- Stone Gray # 108 Manor White # 112 Sandlewood Beige pie=r AL. CirDen W Log, (lam �O , #( - \ \ \ \ \ \.j CITY OF TUKWILA R E 0 Ii EST F o R ACT I 0 N FORV'JARD TO: PUBLIC WORKS - Engln..ring PARKS/RECREATION PUBLIC WORKS UIIIIIISs FIRE DEPT. OF COMMUNITY DEVELOPMENT - POLICE REQUEST File Number: I DATE: PERSON REPORTING tom °: / SUGGESTION/HAZARD: .'..• CITY RESIDENT WORK IN CITY EMPLOYEE TUKWILA OVISITOR DEFT: / ADDRESS: PHONE NUMBER: REQUEST CONTACT? 0 YES 0 NO NATURE OF REPORT: NUISANCE DEMPLOYEE 3 OTHER: LOCATION: ,-)/77$ - 7 /)e.1t-) DESCRIBE HAZARD! PROBLEM IN DETAIL: Jyf4I/t. /16(1 /VV- a 7 cC4' y' £' ,-( ,• /r, , / '/97V 7'7'e . ',.I i •/) , q / C Ct 1 J-8t7 rC /c4 REQUEST FOR ACTION __? '. TAKEN BY: 5 DEPARTMENT: , ., . >.w.w.», '. . '. compl�ted by responding City department) I RECEIVED: WHAT CORRECTIVE MEASURES WERE TAKEN OR ASSISTANCE GIVEN? (IF NONE, EXPLAIN.) Dv. DATE: 31:/ ....... ..3v. ... ..•: 3 .. ,, ....... ...• ..... ...v ........................... . .. ............................................... « . . ............ v ....... .3.3 .33. ....... DATE RECEIVED: COMMENTS: BY: FORM 3O3'R OUT iN I I r r S tion A -A \■ Plant Materials List °p-'J! A I 10 fl2! { n ANT 1T( 5th- ( ' ��y ey ( 1 �) n Pte° !. q 2./ - AU #, I 31 } 40 al CDA • • PF • I•JF MS F • • MCC • B.A.R. IC' • V I \ APPROVED f. WJM DATE 2 .1 � ? t- INITIALS S ``' "; hi) S25 if I PY f 1 irvck Plat ate- P( &. Slarl'Or Sow 22*•141 ay. AMC C1'M MA VG Pr • 4111W D' t ' mormovrel "i Ill p.r " plan low 1 AJUGA 1 rpradsd bench Nydrosl ed/iy 8 Nato° Landscaping N6'TA47'.AI. NAME 18 ACER G:4NALA "FLAME '1 ACER PALMATIIM 'I ACER S.ACCHAHINIIM "M b HETULA JACQUEMONTII 40 CEURIIS LEODORA 17 CEDHUS DEOOORA AUN 5 COWNIIS KUl1SA 15 FRAXINIJS " RAYWOOD' 17 PRUNUS AKEBONO 79 PRUNUS AMANOGAWA 13 PRUNUS WHITCOMBI 39 FINNS SYLVESTRIS 8 I'YRUS REDSPIRE 14 TSUGA HETEROPHYLLA I / 1V U W s / kebe-Ko �? • fed (a.LJevvtatc. 0404 4 1 2 )40/4 O Ita Moat. — Ciao MOW >, *War s W 14.�dali.a. •■•••••p 1• wrw+AsaalaW Caryam 4 .lad lazed ito ai•qu•r Existing Ves,1eso To Remain .1 COMMON NAME AMUR MAPLE "FLAME JAPANESE MAPLE EGENCY" SUGAR MAPLE WHITE BIRCH (=DAR CEDAR EA GOLIEN DRODAR CEO KOIISA DOGWOOD RAYWOOD ASH AKEBONO FLO. CHER AMANOGAWA COLUMNA WHITCOMBI FLO. CII SCOTCH PINE REDSPIRE FLO. PEA WESTERN HEMLOCK 28 (rcr')ALAI.EA H1NU CRIMSON VINO CRIMSON AZAL 53 CORNIJS STOI.ONIFERA FLAVIHAMEA YELLOW TWIG .14 CYTISUS "MOONLIGHT* MOONLIGHT BROOM i9 MAIIONIA AQIIIFOLIIIM OREGON GRAPE 140 PHOTINIA GLABRA SAME 109 PIIOTINIA FRAZERL SAME 152 PIERIS JAPONICA FLAME OF THE FOREST SAME 38 RIBES SANGUINEUM PINK WINTER CURREI 12 RHODODENDRON COTTON CANDY SAME 22 LENS CAMEO SANE 654.(,,..1x, " ANNA ROSE WHITNEY SAME 3 PJM SAME 9 loci " JEAN MARIE DE MONTAGUE SAME 21 " HALF DAN LEM SAME 6 " VIRGINIA RICHARDS SAME 14 CXC/M' " UN:OUE C SAME •S '.1'IRFA ''/UNBERGII ,P1REA 3$ 1'IIUJA 1' YihAMIPALIS(fnl♦4 ARBORVI' HEDEHA MELIX LNC.1 ISII IVYI 15" u. ' /ANIE(;ATA VARIEGATED IVY AJUGA Rt.P1ANS VARIEGATA .'AHPET itliGLE 'VAR Amy Te•• Pleating i6 Shrub tlaistlwO O•tall it OTES P. oskp • I reontractor to verify the location of all utilities pr: vI1t the cite prior to bidding. The contractors bid : r this requirement. The contractors bid shall show unil itaml, of work. (basis for adding and subtracting from I .Notes all utility vaults, garbage areas, mechanical ec uic. shall be screened with plants. LA shall coordinal V, :Thu contractor will supply all plant materials in guar Licowplete the planting shown on the drawings. 17 :All plants shall be healthy, well shaped, true specieb conforming to AAN standards. The LA reserves the right F. , oaterlala and to make substitutions. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 October 21, 1991 Ed McHugh, Architect 2661 Bel -Red Road Suite 202 Bellevue, WA 98008 RE: Homewood Suites. Dear Ed, PIIONE # (206) 433.1800 Gary L. VanDusen, Mayor It's been almost two weeks since my October 8th meeting with John Henderson on Planning's outstanding issues, construction is speeding along, and I assume that the applicant will want to occupy soon after construction is completed. Please remember that Planning cannot agree to final building permit approval before all BAR issues have been resolved. An exception to this could be made with a cash deposit or an assigned savings account with the City for 150% of outstanding work to be done to guarantee construction, if not a safety issue. As I previously indicated, 150% of the cost to replace all windows would be a huge sum, and you would be much better off getting a BAR decision one way or the other. Our last conversation indicated that you would be seeking BAR approval to revise colors /materials and the landscaping along the river trail. In addition, other Homewood Suites representatives indicated that they would apply for a increased sign height and area from the Planning Commission at the same time. Please recall the 60 day minimum required BAR /Planning Commission lead time I discussed with you and Jim Ford. This means that the earliest possible review date is now in January, 1992. Feel free to contact me at 431 -3684 if I can be of further help. Sincerely, Vernon Umetsu, Associate Planner cc: Beeler /Pace /Fraser /file CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 October 11, 1991 Ed McHugh, Architect 2661 Bel -Red Road Suite 202 Bellevue, WA 98008 RE: Homewood Suites. Dear Ed, PHONE l (2061 433.1800 FAXED & MAILED This letter confirms and supplements the eight -plus hours of meetings between September 11 - 13, and our telephone conversations on September 13th and October 2nd, which you were going to verbally summarize to Jim Ford. River Bank Stabilization and Subsequent Landscape Reduction Carp L. VanDnsen, Mayor I have reviewed the proposed bank stabilization and architectural accent revisions with Phil Fraser of Public Works and Jack Pace, Senior Planner and arrived at the following conclusions. The proposed bank stabilization is acceptable, but the resulting landscape buffer reduction from 25 -30 ft. to 11 ft. requires Board of Architectural Review approval as discussed in my September 3rd letter. Reconstruction of the bank at a 1.5:1 slope would allow siting of the trail /maintenance road as approved and provision of all perimeter landscaping in the existing permit. This will be the staff recommendation to the Board. An exception to this recommendation would be if it can be demonstrated that a 1.5:1 slope cannot provide a level of engineering safety equivalent to the safety factor the City would accept at this site for a 2:1 slope. This does not require that the 1.5:1 factor equal the 2:1 factor, only that the 1.5:1 factor provide a minimum level of stability equal to what the City would have accepted were the slope to be engineered at 2:1. There was a discussion that Tom Touma did not feel that he could stamp a plan with a 1.5:1 slope based on his experience, regardless of what calculations and conclusions the geotechnical engineer made. Phil Fraser stated that he would not accept a bank stabilization plan which is not stamped and backed up with the engineer's insurance. To resolve this problem, Public Works will accept a stamp from the geotechnical engineer guaranteeing this section of the river bank on the flood control permit in lieu of Touma Engineering. This would allow construction at 1.5:1 if feasible, satisfy Public Works, and allow Planning to have a consistent set of engineering recommendations to use in preparing a B.A.R. recommendation. If the 1.5:1 slope cannot be engineered, then an engineering solution which provides the widest possible landscape buffer area to the trail should be presented. This should include, but not be limited to using gabian walls with a base at the 100 yr. flood elevation. Modified Architectural Accents I have reviewed the colors and materials alternatives to the approved B.A.R. designs with Jack Pace and Rick Beeler, Director of Community Development. The department's preliminary conclusions on project materials and colors are discussed below. Final materials and colors conclusions will be based on a completed proposal. As discussed in our meeting September llth, the proposed modification of architectural accents requires Board of Architectural Review approval. The following discussion merely constitutes a discussion on the merits of the two alternative building accents proposed to replace the treatment previously approved by the Board. Nothing stated below should be interpreted as a commitment of a staff recommendation of Board approval. The approved pattern of building accents as presented in the colored building elevation, uses a colonial style of broad blue window frames and mullions to add visual interest in a manner which complements the architectural style and visually links with the roof material and color. Modifications to the approved design are requested due to the need to substitute narrow white window frames and mullions. Alternative Scheme B seems to come closest to matching the approved design. However, the narrow white frames and mullions, teal shutters, eaves, tile, roof and gray building field color do not have the same level of integrated visual presentation as the originally approved color pattern. The white frames and mullions are so prevalent due to the extensive window area, that the other previously integrated design elements take on a "tacked on" appearance as if they were appended as an after thought. r The pervasive and prominent nature of the white window frames and mullions seem to dictate the need to use this window color element as the basis for a total re- examination of the overall building color scheme. Planning would recommend such a full design redesign in order to evaluate, in an unbiased manner, the potential to achieve the previously approved level of design integration. Please feel free to contact me at 206 - 433 -1864 or Phil Fraser on Public Works issues at 433 -0179 if you have any questions or we can be of further help. Sincerely, Vernon Umetsu, f Associate Planner cc: Beeler /Pace /Fraser /file CITY OF TUKTFILA 6200 SOUTHCENTER BOULEVARD. TUKWILA, WASHINGTON 98188 PHONE # (2061433.1800 Gard L. VanDusrn, Mayor September 3, 1991 Ed McHugh, Architect 2661 Bel -Red Road Suite 202 Bellevue, Washington 98008 RE: Various Project Revisions for Homewood Suites Development. Dear Ed, This letter is to record several conversations I have had with Jerald Earl (SACON), Tom Touma ( Touma Engineering), and Dale Roper (The Roper Company) on four issues between August 16th and 22nd. 1. River Bank Stabilization Bank erosion last winter will require revisions to the approved bank stabilization plan. All revisions to these plans must be approved by various Tukwila departments, Dept. of Ecology (Shorelands Div.) (DOE) and the Dept. of Fisheries (DOF). You are responsible for acquiring all necessary approvals for the revisions. Tukwila revisions must be submitted with a "Revision Submittal" form (attached) to the Permit Coordinator. Revisions to the building permit require 2 copies while revisions to the utility permit require 6 copies. DOF will not allow re- establishment of the river bank as it was before erosion (Kreitman, DOF, 8/16/91). Therefore any proposed bank stabilization must be from the existing water line and ordinary high water line. Earl understands that the permitted construction period ends on September 15, 1991 per DOF requirements. Tukwila is willing to allow the construction of existing buildings as originally approved even if the structures encroach into the newly defined (no build) River Environment, since such a situation would arise due to a natural event and not caused by the applicant. Any such building would become a legally non - conforming structure and no further encroachment would normally be allowed. DOE concurs (Bales, 8/22/91). Planning cannot allow a reduction of the approved landscape area between building and trail unless Board of Architectural Review approval is granted. If the required 2:1 riverbank slope would result in reduced landscaping, then other slope ratios should be engineered for review. I have discussed several options with Tom Touma on this issue and briefed Phil Fraser as well. 2. Revised Bay Window Roofs The proposed shed roofs are not acceptable substitutes for the approved roofs. The shed roofs bear no relationship in form, line or proportion to other building roof elements. Planning will consider other bay roof revisions which clearly reflect these design elements at a level at least equal to that approved. 3. Landscape Revisions The proposed landscape plan revisions submitted by Dale Roper on 8/21 are not approved except that the south and west ground cover may be changed from ivy to sod in order to provide biofiltration swales. Shrubs may be grouped in order to facilitate swales, while still providing accent and depth to the landscape design per discussions at the B.A.R. hearing. Shrub groupings shall be based on discrete areas north and south of the access sidewalk from building C5. 4. Proposed Satellite Dishes The proposed satellite dishes should be located in interior areas between buildings where they are screened from perimeter view. I have discussed various possible sites with Earl. Specific sites and screening measures shall be submitted to the Planning Division for review and approval. Please contact me at 431 -3684 if you have any questions. Sincerely, OgOil■wv ‘‘4 Vernon Umetsu, Assoc. anner cc: Jerald Earl/ Pace /Beeler /Bales /Kreitman /Building file / . file. file:hmwd8.22 June 28, 1991 Sincerely, B ,_,A\A s u\, Denni Shefrin, Associate Planner cc: File: 89 -12 -DR Bob Benedicto CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 PHONE N (206) 433.1800 Gaps L. VanDusen, Mayor Edward McHugh 2661 Rel -Red Rd. Suite 202 Bellevue, WA 98008 Subject: Administrative Approval forProposed Changes to Homewood Suites. Dear Mr. McHugh: The Planning Division has approved the proposed exterior changes to building No's. Al, 4 and 8 based on the letter and revised drawings dated May 30, 1991. Because of limitations to on -site parking, administrative approval cannot be granted for the conversion of porch area into meeting room space for the Lodge Building, however, the remaining changes to the floor plan would be acceptable under this approval. I also understand that you and Jack Pace had discussed additional screening for the mechanical equipment area. Please provide a plan to show the proposal. Feel free to contact me at 431 -3663 if you have further questions. • MAY 30, 1991 MR. JACK PACE, SENIOR PLANNER CITY OF TUKWILA, DEPT OF COMMUNITY DEVELOPMENT MINOLTA BUILDING 6300 SOUTHCENTER BLVD. TUKWILA, WA. 98188 RE: HOMEWOOD SUITES, 6915 SOUTHCENTER BLVD. DEAR MR. PACE ENCLOSED ARE PRINTS INCLUDING FLOOR PLANS AND BUILDING ELEVATIONS OF BOTH THE APPROVED LODGE BUILDING Al, AND OUR PROPOSED ALTERNATE LODGE BUILDING DESIGN. WE ARE THE SUBMITTING THE ENCLOSED DRAWINGS TO RECEIVE A DETERMINATION FROM YOUR OFFICE IF OUR PROPOSED ALTERNATE DESIGN SUBSTITUTION WOULD REQUIRE A BOARD OF ARCHITECTURAL REVIEW, OR IF THE APPROVAL WOULD BE AN ADMINISTRATIVE ONE. AS YOU CAN SEE BY COMPARING THE TWO DESIGNS OUR ALTERNATE DESIGN HAS A SLIGHTLY SMALLER FOOT PRINT AND IT IS ONLY ONE STORY (APPROVED DESIGN IS TWO). ALSO THE ROOF SLOPE IS LESS WITH THE NEW DESIGN. THESE TWO CHANGES MAKE THE ROOF RIDGE ELEVATION APPROXIMATELY TEN FEET LOWER ON OUR NEW DESIGN COMPARED TO THE APPROVED DESIGN. PLEASE NOTE THAT ALL THE EXTERIOR FINISHES ARE IDENTICAL TO THE APPROVED BUILDING. (206) • 883 1200 2661 Bet -Red Rd. Suite 202 Bellevue Washington 98008 Edward A McHugh Architects MAY 3O1991 THE REASONS FOR REQUESTING THIS SUBSTITUTION ARE LOWER COSTS FOR CONSTRUCTION FOR THE SINGLE STORY DESIGN AND ADDITIONALLY THE OWNER HAS RECENTLY COMPLETED A PROJECT USING THIS SAME DESIGN AND WE FEEL THE NEW DESIGN IS MORE AESTHETICALLY APPEALING AND WILL WORK BETTER THAN THE APPROVED ONE FOR THIS LOCATION. CITY OF TUKWILA BUILDING OFFICIAL, BOB BENEDICTO, SAID SINCE IT IS ONLY A ONE STORY STRUCTURE THE PLAN REVIEW SHOULD GO QUICKLY, POSSIBLY ONE MONTH. IF THE NEW DESIGN IS APPROVED WE COULD SUBMIT PERMIT DRAWINGS ON THE NEW DESIGN IN TWO WEEKS OR POSSIBLY SOONER. AS YOU ARE PROBABLY AWARE THE TIME IT WOULD TAKE FOR APPROVAL WOULD BE CRITICAL SINCE OUR PROJECT IS ALREADY PERMITTED AND CONSTRUCTION IS PRESENTLY UNDER WAY L L.. . OF 1 Un iVILA PLANNING DEPT. .PAGE 2, MAY 30, 1991' JACK.PAGE HOMEWOOD SUITES WARMEST REGARDS, ALSO ENCLOSED FOR YOUR REVIEW ARE"ELEVATIONS.OF A TYPICAL TWO STORY_ AND THREE STORY BUILDING WITH'9 /12 ROOF SLOPES AS APPROVED AND THE SAME TWO BUILDINGS SHOWING A 7/12 ROOF SLOPES. WE ARE REQUESTING APPROVAL TO REVISE THE ROOF SLOPE TO THE 7/12 ROOF SLOPE DESIGN SHOWN. THE REASON FOR THE DESIGN CHANGE IS THAT DURING THE FINAL ENGINEERING AND DEVELOPMENT. OF THE TECHNICAL DRAWINGS IT WAS NECESSARY' TO RAISE THE'FINISHED'FLOOR ELEVATIONS',OF ALL THE BUILDINGS - APPROXIMATELY ONE FOOT, TO ALLOW FOR CRITICAL FOUNDATION AND ROOF WATER DRAINAGE WORK.AS DESIGNED. ALSO IT WAS DETERMINED-BY THE GENERAL CONTRACTOR THAT - THERE 'IS . A COST SAVING IN REDUCING THE ROOF-PITCH FROM 9/12 DOWN TO 7/12. THIS SLOPE REDUCTION WILL MAKE THE ROOF RIDGE ELEVATIONS APPROXIMATELY TWO FEET SIX INCHES LOWER THAN THE APPROVED DESIGN. YOUR CONSIDERATION AND ACTION ON THE TWO ENCLOSURES IS GREATLY APPRECIATED. IF THERE IS ANY ADDITIONAL INFORMATION YOU NEED OR IF YOU HAVE ANY QUESTIONS REGARDING THE ABOVE PLEASE DON'T HESITATE TO CALL. WE HOPE TO HEAR FROM YOU SOON. EDWARD McHUGH,.ARCHITECT CC: JOHN DAVIES, DIMENSIONS DEVELOPMENT JIM FORD, DIMENSIONS DEVELOPMENT COPIER DATE NO. DESCRIPTION Aa ^ i t - �, - - - . C L l.trVA cr�1 S o " N04114 f j y 7 /wavy 1.5l iJ - OF COWw S W eST /p404. -To lste‘f ok" f3c.oCr 4 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter REMARKS COPY TO 2661 Bel -Red Rd. Suite 202 Bellevue Washington 98008 Edward A McHugh Architects TO TUV- (L P i -t Cr O c�'� THESE ARE SMITTED as checked Wow rM approval For your use P� / As requested xe lFor review and comment ❑ FOR BIDS DUE Under separate cover via ❑ Prints ❑ Change order ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections DATE 0: q I Joe No. COO ATTENTION rAce RE. t-{tsww u e oO su rrEl Plans 19 — ❑ PRINTS RETURNED AFTER LOAN TO US the following Items: ❑ Samples ❑ Spy ❑ Resubmit -- copies for approval ❑ Submit - -- copies for distribution ❑ Return--corrected prints u 1' ( T["F.C7 reift- ikevi eLAVAefole4%444-- aC 12PUc i IJ ,}L l•�''CT1 2A 2 M4 JUN 11 1991 fa .-" Rair1/ 1( CITY OF TUKWILA (208) 8 8 3 1 2 0 ANNING DEPT. Sl�NED: _}ztv&G XI- Oct /t2 'rrc 4 /- - - - -�� i 0 III lUi nif In L �, U I 1H111 i � , n, x11111' 111 i ll 111 11111111 11 i ABU 1t !U .1 ' (1111 11 Hi I ! III it North Elevation Building No. 1 1 'I'll 560 F Df 5L0 "Pe. (ro 2 Cv : -.3 .11 1111111111 �II 1111 , Hi Inm ii 111 II �I 111� 11E ( ti 111111. ,1101 (II " nl . un1111, =malt _- 0. hmiinmll - • In' ml Ills ato ;1111 11111 l; X11111 11111 �11 1111 hill in ;11111 1M Ili 0 o d 12 1 a pi: i� III u�nniiii� 1111111 MI \ MEC AN �� Tlft1 -1 JUN 11 1991 J CITY OF TUKWILA PLANNING DEPT. -A 1. II - i -e0N . -r -- 1 - - 0_:..:... l r E fr ...... I . . . + ? i ; _ 1 North Elevation Building No. 8 4 r • .Y JUN 1 1 1991 CITY OF TUKWILA PLANNING DEPT. I11 I''' l t11 111 ,1/ / i I QII \ 1 12 7 9 12 - >. . ( 12 9 � nee,t 2 o.f e MECHANICAL A/C SCREEN SHT. *A1.1 —� 1 1 a MECHANICAL A/C SCREEN SHT. #A1.1 ■.��i.er.EsfIanaIis� �IU /JI/Alilit • L East and West Elevations Building No. 8 GMEHM JUN 1 1 1991 C ITY OF T UKWILA FLANIVI,NG DEPT. • tev«r St 5,0)1u f0Y-1_ _ s fz * /61_; . wit o; E, MECHANICAL A/C SCREEN SHT. #A1.1 East and West Elevations Building No. 8 NO w LE FM WIT 1 JUN 1 1 1991 I CITY OF TUKWILA PLANNING DEPT. 9" I ; Wr 1 I WM .111FM furl • I 1 4 ; 1 jul Al■ Ming igranni max • I/ 4- • ru • UR 'iambs Mon Mum /----.%•, i 41111111■■ — - tig 'used* III 11111tffIr ME.Ol .71 .... lull is NM in* rn ft , — 11 10 1 1 • • mit [Mina lin Ail 1 1 • 1 4 211 2 ; e !IOE EL e 1/12. riTcrt II MECHANICAL NC SCREEN SHY. **Li West Elevation (East Elevation Opposite Hand) Building No.4 Wrrri REviF.:c; tq.cvF 'LOrE No 'CAL) MchtL1611 s 27 Ci JUN 1 1 l99l CITY OF TUKWILA PLANNING DEPT. Ii MECHANICAL NC SCREEN SIN. #A1.1 West Elevation (East Elevation Opposite Hand) Building No.4 (No s cANL. F. ) , shat /o e, JUN 11 1991 CITY OF TUKWILA PANNING DEPT. om o0 0 MOP 12- 0 1,t�iiirr�li o . 00 0 r HIM tit11111111i1111111 11 I 0 12 IMF C; ° 1 /i2 .: LCHAiwcu AIC scREEi+ SHT. •At.t • -m North Elevation Building 'No: . *Tit KEvisEQ - wr - - t.4i°E .. (No. S cAL - c* 12, 5, C: " ►ittt 7 - 5C- • 1 •1 4 I • Will M.IIIM MP 0 MECHANICAL A/C SCREENN $HT- •Ii 1.1 North Elevation Building No, 4 1 ....■.rte..:./..... /v. 11111 11111111111111111 • 12 L JUN 11 1991 CITY OF TUKWILA• PLANNING DEPT. 0 acct �. of S.. c To: Homewood Suites /Fort Dent II /State Farm Files From: Vernon Umetsu, Associate Planner Department of Community Development Date: November 6, 1990 RE: Conflicting designs. MEMORANDUM 1. On Friday, 11/2/90 at 4:30, Greg Villanueva brought a problem to my attention: the Homewood Suites access road was under construction and several State Farm trees and sod would be removed. Catch basins were already in and the road location was fixed. A quick review project review also showed that the Ft. Dent access point seemed to be incorrectly located and other design conflicts. 0_0041 eswirpokt) 2. On Monday, GV scheduled a meeting for Tuesday at 11:00 A.M. 3. The following summarizes the Planning items covered. a. Ft. Dent II parking area drainage uses catch basins instead of sheet flows. This will result in a 4 ft. deep biofiltration ditch instead of a 1 ft. deep ditch with gradual slopes. This perimeter design does not allow BAR required landscaping nor the overall perimeter design. It must be redesigned to provide for . a shallow swale. b. Homewood Suites is responsible for all restoration for access road construction. Homewood representatives agreed that they would be responsible for landscaping the 9 foot perimeter north of the access road which lies on State Farm property. Homewood will coordinate with State Farm on an acceptable design and submit it to me for review and approval. c. Two State Farm trees, sod and irrigation lines were removed by Homewood for road construction. Homewood will be responsible for replanting or replacement. I noted that the trees were to have been originally installed outside of the 40 ft. easement and not need to be moved (per landscape plan). State Farm and Homewood were clearly informed that there should be 10 ft. of landscaping between State Farm parking and back of sidewalk to be planted per approved plans. State Farm will be checking to see what irrigation lines need to be installed. g , d.57 PcT . CA 2 Kg 7'd re r�e 6r\e4 77DIV P9 7- S p 14 , A side issue is that Ft. Dent III landscaping adjacent to Homewood Suites may be in conflict with the Homewood Suites Design. Ft. Dent landscape architects were previously told to coordinate landscaping between both projects. A later phone conversation with the landscape architect disclosed that she had not seen the Homewood Suites design. Both Homewood Suites (Jim Ford), and Ft. Dent developer and landscape architect have been informed. This will be resolved during the BAR review. _C, c 4' F (Fr7i-27( laLr 77 AWov 4- G,�xC� � ' k ( D.SC∎fP ( EfoI•re ob) P S ?'Arr FA16t4 /dL ce{r .bob 12.6c''S e 7- 401 Keyier Avenue (71457) P.O. Box 795 Natchitoches, LA 71438 -0795 (318) 352 -8238 (318) 33 2.221 4 (Telecopier) April 24, 1990 VIA FACSIMILE & MAIL Me. Molly Headley City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 RE: HOMEWOOD SUITES HOTEL - alumn A, ma. Dear Molly: This is to advise you that Dimension Development .Co., 'Inc. will not be utilizing the alternate lodge building plan and will revert to building the original lodge building plan as previously approved by the City of Tukwila Planning 'Department I have asked. the members of our design team, specifically Messrs.. McHugh, Tot ma and Roper to finalize any remaining issues. related to the Shoreline Permit as soon as possible. Please advise ma when this is accomplished. Thanks for your help. Sincerely, E. Hansen Vice President - Development MEH /mt cc: Sam Friedman Developer And r onager 0.1 AIM HOME WOOD SutrEs- SENT BY:Xern TtlecopiP TNT T 1Cb1:"`80 T ICU 04. ' 2L/ Jd ,'.:1r i D. • 13 fleveto sr •Ind M,a • • r Of 401 Keyser Avenue (71457) P.O. Bee 795 Natahltoche, LA 7145 8 .0795 (318) 352.8238 (318) 352-2214 (Tatecopier) VIA FACSIMILE AND MAIL April 18, 1990 Xs. Molly Headley City of Tukwila 6200 Southcenter Boulevard Tukwila, MA 98198 RE: HOMEWOOD SUITES HOTEL GUZI/Alt- !dark E. Hansen Executive vice President - Development cc: Sam Friedman John Davies Edward McHugh Dale Roper Tom Touma 353352321 40irrar ?UttWILA - ;12 t/\ j Aft HO OD sum Dear Molly: It is my understanding from Mr. Ed McHugh that you have now received draxiings depicting our alternate Lodge Plan which we would like to implement at the above captioned project. I am awaiting a positive response from the Tukwila Planning Department before initiating revisions to the construction documents for submittal to the Building Department. Therefore, a timely response would be greatly appreciated. We have also engaged the services of Mr. Dale Roper who will be reconstructing our landscaping plans. He will have these documents ready in about a week and will be in contact with you directly. Also, Mr. Tom Touma will be making the application for lot consolidation as mentioned in your previous letter. As always, I appreciate your cooperation and look forward to hearing from you soon. Sincerely, COPIES D TE NO. DESCRIPTION / 4 //i/ fa Al / MCG Si 7 "4.0) / 4/14*o 42.7 Ada/e • t.•o& .61e01.420/0— 1 4/i6#4344 $LeV47 a JS • •• •• P LTr iu4* L'� o 40.1*-- eye — TO EDWARD A. MCHUGH,t. ALA Architect 545 108th NE Suite 2 BELLEVUE, WASHINGTON 98004 (206) 4540690 G1� OF ?WWI u.e WE ARE SENDING YOU V'Attached ❑ Under separate cover via ❑ Shop drawings ❑ Copy of letter ❑ Prints ❑ Change order ❑ Plans LETIT L COF TEMSGEIT T 1L DATE MAo JO. NO. l of ATTENTION Mo(A4a1 Hoax HoMEU�o su S RE: the following items: ❑ Samples ❑ Specifications THESE ARE TRANSMITTED as checked below: w eror approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US SvOM ♦ W " eleZi "it • 100004 oi/AC., ' REMARKS ~ 22*r jon 401 Keyser Avenue (71457) P.O. Box 795 Natchitoches, LA 71458 -0795 (318) 352-8238 (318) 352 -2214 (Telecopier) April 4, 1990 Ms. Molly Headley City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 RE: HOMEWOOD SUITES HOTEL DEVELOPMENT Of Developer and M,a.nager 0 \.11 .r:),C.V.:, APR J 199 ` f'uty , ,) INI r:._'.......,...� �......... 1. It has less overall square footage and can be positioned well within the original Lodge's footprint without affecting the position of any other building or impeding any other environmental zones. Dear Molly: Pursuant to our telephone conversation of April 2, 1990, Dimension Development wishes to replace the originally designed Lodge building with an alternative Lodge building which we are utilizing at other locations throughout the country. We do so with the hope that we can avoid having to re- initiate a full Planning Department review and can proceed directly to the Building Department for insertion of the alternate lodge plans (Lodge II) in place of the former. We, of course, realize that the Planning Department will want its chance to review and comment and we are now preparing elevations, floor plans and site plan revisions for this purpose. As soon as these are complete, they will be forwarded to you. The Lodge II plan has several advantages for us and I believe it also helps to meet some of your previous objectives. 2. With a smaller footprint, it will allow us to provide a more spacious Courtyard. 3. Since no loft space is included in Lodge II, all areas are now handicapped- accessible. This also creates the opportunity for decreased overall building height which, in turn, creates better views of the river and park from the suites. 4. Total available meeting space, as previously calculated, is virtually identical with Lodge II and should not affect our cooperative parking agreement. HOMEWOOD SUITES- Page 2. April 4, 1990 5. It is very similar lodge and, in my superior. in scope with the former opinion, architecturally 6. From a cost standpoint, it is less expensive to build (due primarily to much simpler framing) and therefore enhances the projects economic viability. I hope we can all appreciate the advantages of making this change and move as quickly as possible to have it enacted. As mentioned before, you will be receiving a review package from our architect very shortly as which time I will give you a call to discuss. Yours truly Mark E. Hansen Executive Vice President - Development MEH /mt cc: Sam Friedman John Turner John Davies Rick Takach Dimitri Demopulos Edward McHugh Robert Benedicto April 11, 1990 Dear Mark, CITY OF 7'UKWILA 6200 SOUTHCENTER BOULEVARD. TUKW /LA, WASHINGTON 98188 Mark Hansen Dimension Development Company, Inc. P.O. Box 795 200 Front street (71457) Natchitoches, LA 71458 -079 Re: Homewood Suites !'HONE #12061 Gary L. Van Dawn, Mayor The purpose of this letter is to address several outstanding issues which need to be resolved prior to issuance of your Building Permit. * Landscape Revision Requirements The revisions which are required address conditions required by the Planning Commission as well as changes due to the placement of utilities, fire equipment, drainage swales and rip -rap areas which were not incorporated into the initial design of the landscaping as shown on the current plan. Revise the Landscape Plan to provide: 1) The inclusion of trees along the north property line 2) The inclusion of trees along the east side of Building E -5 adjacent to the trail on the building side. 3) Remove the wheelstops and extend the extruded curb an additional two feet around the parking lot perimeter where curb /wheelstops are provided adjacent to a regular size parking stall. Retain wheel stops and curbing for handicap and compact stalls. Provide appropriate landscaping. 4) Coordination of landscaping materials with placement of utilities, drainage swales, rip -rap areas, fire hydrants, light fixtures and any other above or below ground elements located within landscaping areas. Areas must be screened with shrub materials - allow enough space for access and screening. (This will require coordination with your civil engineer and the utilities company). 5) Delete parking spaces at far lower east end of parking lot adjacent to the trail /access road entry and provide appropriate landscaping. 6) Match grades with adjacent properties and indicate on plan. 7) Grasscrete as shown on plan at entries to trail /fire access road. Rolled curb to be installed as shown at entries. * Lighting Plan The lighting plan should indicate placement and function of the parking lot and building light fixtures. The bases of light poles will be at or below existing grade or screened by dense shrub plantings. Sections and detail drawings of poles and fixtures should be included. * Lot Consolidation On the Civil plans the property is described as "Lot 2 and 3 of Tukwila Short Plat No. 88 -1 -SS, recorded under King County Recording No. 8807210416; Situate in the County of King, State of Washington ". A review of the files did not provide evidence that a lot consolidation had been accomplished. I have attached an application form which explains the process. If you have completed a lot consolidation, please provide me with documentation. I hope this has been helpful in clarifying the remaining requirements. Please note that the Building Permit will not be issued until these requirements are satisfied. Please call if you have questions. Sincerely, a. Molly 4tii. Headley Assistant Planner City of Tukwila cc: Phil Fraser, Tukwila Public Works Bob Benedicto, Tukwila Building Review Dale Roper, Landscape Architect Ed McHugh, Architect File April. 9, 1990 Dear Sir: CITY OF TUKWILA 6200 SOUTIlCENTIR BOULEVARD. TUKWILA, WASHINGTON 98114i Tom Touma, Touma Engineers- 15668 West Valley Highway Seattle, Wa. 98188 • 1. Erosion Control Plan Sheet No. C -107: I'IIONE M 121Ni) 47.7• mm RE: Homewood Suites Site Plan - Request for Resubmittal The Public Works Department staff has reviewed, on a preliminary basis, your site plan submittal for the Homewood Suites Development and requests that you address the following comments in a resubmittal of these plans: A. Provide composite site plan to indicate common easements access onto Southcenter Boulevard so City staff may understand your access easement and erosion control relative to other sites. B. Provide standard detail for silt fence. C. Existing topographic was shown on the plans but proposed topographic is not evident. Identify proposed topographic lines (2' interval) including elevations at proposed structures and along xisting and proposed levy dike system. D. Identify ditch systems under temporary erosion control measures to carry the flow to and include desiltation ponds with overflow weirs. E. Identify downstreams and drainage system that these overflow weirs are tributary to. F. Provide a schedule for maintenance of temporary erosion system including manpower, equipment, labor on emergency standby and maintain these facilities throughout the Gag I.. 1 bnl)nrn. Afar,. Touma Engineers Homewood Suites Page 2 life of the project. G. Identify existing vegetation that shall be preserved during the life of this project relative to the temporary erosion control plan. H. Provide calculations for temporary erosion control desiltation ponds. 2. Storm Drainage: A. Provide storm drainage hydraulic calculations. Note: On the upper left hand corner C -2 of 4 for continuation this sheet is not available in the plan package. B. Provide a regional plan that shows drainage to contiguous properties and through contiguous properties to public drainage system' in Southcenter Blvd. C. Provide a copy of your hydraulic calculations. Identify the detention and capacity of downstream system. D. Identify oil /water separator on drainage plan and provide detail of oil /water separator. E. Provide typical section for swales including slopes, type of seeding and maintenance schedule. F. Maximum distance between catch basins shall be 300', maximum flows on parking lot shall be no greater than 150'. Identify with half arrows slopes of flow across parking lots, drainage courses to swales an /or catch basins. G. CMP is not allowed. Provide either concrete or reinforced ADS. H. Identify bedding and backfill requirements and com- paction requirements on plans. I. Identify all footing and roof drains into catch basins downstream pipes. J. Identify any easements which require mutual maintenance and operation by contiguous properties and completely Touma Engineers Homewood, Suites Page 3 identify storm drain systems on the plan. K. New internal catch basins and storm drain systems shown for buildings -and center property is not possible to review this plan until it's completed with full - fledged drainage system to pickup all roofs and foundation drains. 3. Flood Protection On Plan Sheet C -507: A. Provide your proposed dike levy easement dedication to the City along with a plan view showing legal description in pictures and words on a plan sheet with your resubmittal. B. Identify any proposed landscaping that will be included within the dike /trail easement. C. Rename on plans and profiles, dike easement to state "dike /trail easement ". 4. Water - Plan Sheet C -3 of 7: A. Provide gate valve if either a future or proposed restaurant will be part of your plans as part of this development, then an outside restrap shall be provided. B. Your plan indicates that some of the sanitary side sewers (upstream of manholes connected directly into buildings) are at less than 2% grade, this is not allowed. Please revise your plans such as to indicate these side sewers will be build at 2% minimum grade, including and accounting for any residual settle- ment during this construction. C. Identify invert elevations and cleanouts at the exit point of each building. D. Identify the backfill, bedding and compaction require- ments and meet the.Cit'y of Tukwila's Development Standards. E. Refer to the City of Tukwila's Development Standards Touma Engineers Homewood Suites ,Page 4 F.. Show detain• for channelization /rechannelization of all sewer manholes. G. Provide calculations for sanitary sewers, indicating 4 feet per.second:minimum flushing velocity. H. Identify all bottom =floor elevations (4) served by sanitary sewer lines on your storm drainage plans and plans to be used for issuance of Flood Control Zone permits. I. Provide sanitary sewers extensions all the way to the buildings and identify cleanouts at all bends, junctions and exit points from the buildings. J. City of Tukwila Development Standards for sewers do not allow running side sewers underneath structures. It appears that some of these structures are not being served by side sewers. If this is the case, identify why or provide side sewers. K. Identify stub connections and common use sanitary sewer mains private along with inter development /property ownership maintenance agreements for common use (include in calculations accommodating common use in terms of capacity and minimum flows). 6. Water: for sewer construction. A. Provide copy of Fire Marshall's approved plan of fire loop along with water analysis indicating the capacity of lines meets needs of this development. B. Identify common water main, fire loop along with identifying easements and maintenance agreements between inter developments forjrepair /replacement maintenance of these common fire lines. C. Identify types and band numbers of hydrants. D. Identify reference City of Tukwila's Development Standards for Water on your plans. Touma Engineers Homewood Suites Page 5 E. Identify minimum separation between water and sewer lines (18 "). F. Identify bedding, backfill and compaction requirements for water mains and fire lines. G. Show meters and 'services for each building be separately billed and identify the address of each building for billing (standby) purposes. H. Provide double check valve for assembly required on domestic water for structures of 3 story or taller or within 1700' of the river. I. Identify all proposed water meter locations and provide general easement for maintenance, operation, monitoring and reading of meters by the City staff. J. Show where fire sprinkler system tees off into building structures. R. Review with Fire Marshall the number of valves and location of valves to assure that accurate valving has been provided. 7. Access: A. In a letter from the development, identify the development's agreement to provide $50,000 toward the traffic study associated with future traffic improve- ments /mitigations relative to SouthCenter Blvd. and West Valley Highway and Grady Way relative to this and contiguous developments (your share). B. Identify easements for access in utilities on sheet C -7 of 7. C. For all commercial developments, sidewalks shall be 6' in width. D. Clearly identify all properties contiguous to yours, including easements clearly spelled out for common utilities and access. It appears that there are storm sewer, water and street that are used beyond the Touma Engineers Homewood Suites Page 6 Requested is your resubmittal of these plans (6 sets) along with the above information, and Soils Report addressed to my attention. Please call me at 433 -0179 if you have any questions. Sincerely, existing easement. Provide an .overall map identifying the Homewood Suites Development, Fort Dent II and the development to the . southeast corner of the peninsula so it is understood how all developments will retain utilities and access easements-in the. future. tiot a Phil Fr ser Senior Engineer "Public Works Department PF /amc Enclosure (1) xc: Ron Cameron, Ross Heller, Ted Freemire Pf /amc :(1) Homewood CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 April 6, 1990 Mark Hansen Dimension Development Co. 200 Front Street Natchitoches, LA 71458 Re: Homewood Suites Tukwila, WA Dear Mark, PHONE N (206) 4331800 This letter is in reference to our telephone conversation of April 2, 1990 regarding a revision of the lodge building. You indictated that you would be sending a revised drawing of the lodge building and I have not received it as of today at 4:00 P .M. Gary L. Van Dusen, Mayor Please note that I will not submit the Shoreline Permit Application until I have reviewed the revised drawing and can determine that it will not impact the Shoreline review. If you do not intend to submit a revision, please let me know and I will submit the Shoreline materials. If you do intend a revision, please let me know when I can expect to receive it. I checked with Bob Benedicto, the plans reviewer, and determined that your project is in line for review very soon. If you do intend to make a revision, it will be quicker to include it at the beginning of the review process. Bob is holding the application until I receive word from you. Please contact me as soon as possible regarding this issue. My telephone number is 206 - 433 -1849. Sincerel Molly . Headley Assistant Planner City of Tukwila cc: file • NOTICE OF DECISION File Number: 90 -1 -SPE Homewood Suites Cooperative Parking Agreement 89 -12 -DR Homewood Suites Applicant: Dimitri Demopulos Architects, Inc. Request: Approval of a request for a Cooperative Parking Agreement and Design Review in conjunction with a Shoreline Pemit Application for the development of a 106 unit hotel with associated buildings and recreation areas. Location: Lots 31 and 32 of Interurban Addition to Seattle: north of Southcenter and west of Green River; in vicinity of Ft. Dent Park, Tukwila, WA. The Planning Commission conducted a review of the above request on February 22, 1990, and approved the application with the attached conditions. The Commission adopted the Findings and Conclusions contained in the Staff Report dated February 16, 1990. Any party aggrieved by this decision may appeal the decision to the City Council by filing an appeal in writing with the City Clerk within ten (10) days of the above date and shall state the reasons for the appeal. Molly A. Headley Assistant Planner February 23, 1990 7 ) Cooperative Parking Agreement Conditions 90 -1 -SPE Homewood Suites Applicant agrees to provide a total of 119 parking spaces. This number constitutes a maximum 8.4% reduction in the required amount of parking for this site and its intended uses. 2) Applicant agrees to restrict use of meeting areas to registered guests only after 5:00 P.M. Applicant agrees to restrict use of facilities to registered guests only at all times if documented congestion occurs on the site. Applicant agrees to restrict signage advertising the meeting areas to inside the building. Applicant agrees to restrict the distribution of promotional material for the subject hotel in which the meeting areas are also promoted to targeted potential demand generators and not the general public. Applicant agrees to provide a parking study if need arises in the future. Conditions shall travel with the facility, shall be recorded with the King County Department of Records and Elections, and may be modified only with the written permission of the City of Tukwila. DESIGN REVIEW CONDITIONS 89 -12 -DR Homewood Suites Prior to Issuance of Building Permit applicant will submit the following to the Planning Director for approval: 1) A revised Landscape /site Plan indicating: a. The inclusion of trees along the north property line. b. The addition of trees to the landscape area on the east side of Building E -5. c. Stamped approval of landscape plan by a Washington State Landscape Architect. Lighting plan for site to include placement and level of intensity produced by lights. Prior to submittal of application for State Shoreline Permit applicant will provide: 1) A cross- section for every 75 feet of development along the shoreline showing: a) existing ground elevations b) proposed ground elevations c) height of proposed structures d) elevations of trail /access road and dike configuration . which clearly indicate elevation of ground at beginning and end of development (ie. trail /access road, paved parking area) 2) Elevation prints of Buildings which show height of 35 feet as required by the Shoreline Program and dimensions of buildings and indicates scale of drawing. 3) Statement of composition and volume of any extracted materials and proposed disposal area. IE TOUMA ENGINEERS Department of Community Development City Of Tukwila 6200 Southcenter Blvd. Tukwila, WA. 98188 RE: FILE NO. 89 -12 -DR HOMEWOOD SUITES Addendum To Staff Report Dated February 16, 1990 This is in response to item 3 of the above referenced Addendum. We have calculated the volume of material to be extracted from the subject site at approximately 7110 cu ft. This material will be excavated to accommodate the grading and construction of the buildings and parking areas. Also, it includes the material to be excavated for construction of the bench along the River bank. The composition of material to be excavated from one to five feet below ground surface is grey and brown clayey silt as defined by Earth Consultants Inc. in their report dated May 1989. The surface cover of the Site consists of tall grass, alder trees along the southeast portion of the Site. A thick cover of blackberry vines exist along the crest of the river bank. The excavated materials will be disposed outside of the Site area. Generally, disposal sites are chosen by the General Contractor who is performing the site grading. These sites will require approval by the government agency that has jurisdiction over them for dumping such excavated materials. We trust this statement responds to item 3. of the Addendum to the Staff Report. Should you desire additional information regarding this matter, please feel free to call me. $espectfull Morni "TOM" Touma, P.E. Project Engineer cc Mark Hansen Ed McGugh Demitiri February 26, 1990 FEB 27 1990 15668 West Valley Highway • Seattle, Washington 98188 Phone: (206) 255 -4100 • Fax: (206) 255 -0945 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 ('!HONE # (206) 433.1800 Gary L. VanDwsen, Mayor February 26, 1990 Mark Hansen Dimension Development Company, Inc. P.O. Box 795 200 Front street (71457) Natchitoches, LA 71458 -0795 Re: Shoreline Permit Application Requirements • Dear Mark: I have attached your copy of the Notice of Decision from the February 22, 1990 hearing. Please note that the conditions relevant to the Shoreline Permit must be presented for application to the state Shoreline program for review. The 45 day review period for the Shoreline Permit Application will begin after the Department of Ecology receives a complete application. No permits will be issued until the Shoreline Permit is approved. If you have any additional questions, please call. I can be reached at 433 -1849 and Jack Pace at 433 -1847. Sincerely, a. Molly A. Headley Assistant Planner cc: 89 -12 -DR File Shoreline File Molly A. Headley Assistant Planner February 23, 1990 410TICE OF ~DECISION' l� rr ( Replace.. File Number: 4114 1 SPE' Agreemen : .... 89 .12 =DR Ho :aewood Suites ". Applicant: Dimitri Demopulos Architects, Inc. Request: Approval of a request for a Cooperative Parking Agreement and Design Review in conjunction with a Shoreline Pemit Application for the development of a 106 unit hotel with associated buildings and recreation areas. omewood - Suites ' Coopeiatives Parking : Location: Lots 31 and 32 of Interurban Addition to Seattle: north of Southcenter and west of Green River; in vicinity of Ft. Dent Park, Tukwila, WA. The Planning Commission conducted a review of the above request on February 22, 1990, and approved the application with the attached conditions. The Commission adopted the Findings and Conclusions contained in the Staff Report dated February 16, 1990. Any party aggrieved by this decision may appeal the decision to the City Council by filing . an appeal in writing with the City Clerk within ten (10) days of the above date and shall state the reasons for the appeal. Cooperative Parking Agreement Conditions 90 -1 -SPE Homewood Suites DCAfr CReFia WA 1) Applicant agrees to provide a total of 119 parking spaces. This number constitutes a maximum 8.4% reduction in the required amount of parking for this site and its intended uses. 2) Applicant agrees to restrict use of meeting areas to registered guests only after 5:00 P.M. 3) Applicant agrees to restrict use of facilities to registered guests only at all times if documented congestion occurs on' the site. 4) Applicant agrees to restrict signage advertising the meeting areas to inside the building. Applicant agrees to restrict the distribution of promotional material for the subject hotel in which the meeting areas are also promoted to targeted potential demand generators and not the general public. 6) Applicant agrees to provide a parking study if need arises in the future. 7) Conditions shall travel with the facility, shall be recorded with the King County Department of Records and Elections, and may be modified only with the written permission of the City of Tukwila. DESIGN REVIEW CONDITIONS . 89 -12 -DR Homewood Suites Prior to Issuance of Building Permit applicant will submit the following to the Planning Director for approval: 1) A revised Landscape /site Plan indicating: a. The inclusion of trees along the north property line. b. The addition of trees to the landscape area on the east side of Building E -5. c. Stamped approval of landscape plan by a Washington State Landscape Architect. Lighting plan for site to include placement and level of intensity produced by lights. Prior to submittal of application for State Shoreline Permit applicant will provide: 1) A cross - section for every 75 feet of development along the shoreline showing: a•) existing ground elevations b) proposed ground elevations c) height of proposed structures d) elevations of trail /access road and dike configuration . which clearly indicate elevation of ground at beginning and end of development (ie. trail /access road, paved parking area) Elevation prints of Buildings which show height of 35 feet as required by the Shoreline Program and dimensions of buildings and indicates scale of drawing. 3) Statement of composition and volume of any extracted materials and proposed disposal area. PRA p+ - (Rep(act bviih fi.444 Planning Commission February 22, 1990 Page 6 3. Applicant agrees to restrict use of facilities to registered guest only at all times if documented congestion occurs on the site. 4. Applicant agrees to restrict signage advertising the meeting areas to inside the building. 5. Applicant agrees to restrict the distribution of promotional material for the subject hotel in which the meeting areas are also promoted to targeted potential demand generators and not the general public. 6. Applicant agrees to provide a parking study if need arises in the future. 7. Conditions shall travel with the facility, shall be recorded with the King County Department of Records and Elections, and may be modified only with the written permission of the City of Tukwila. MOTION PASSED WITH GOMEZ, KNUDSON, HAGGERTON, CAGLE AND KIRSOP VOTING YES AND MR. HAMILTON VOTING NO. Mr. Knudson asked to be excused. A 10- minute recess was called.. The meeting resumed at 10:30 pm. DESIGN REVIEW Molly Headley reviewed the design review portion of the request recommending approval with conditions. She asked that the record show a correction in the staff report from 114 units to the correct amount of 106 units. She distributed an addendum to the staff report which reflected additional conditions, based on shoreline requirements. Mr. Mark Hanson, applicant, further clarified the proposal adding that Condition 1(a) be corrected to reflect the inclusion of trees along the north (not west) property line. MR. HAMILTON MOVED AND MR. KIRSOP SECONDED A MOTION TO APPROVE THE DESIGN REVIEW PORTION OF THE APPLICATION 89- 12 -DR, SUBJECT TO THE RECOMMENDATIONS MADE BY STAFF, INCLUDING THE ADDITIONAL CONDITIONS IN THE ADDENDUM TO THE STAFF REPORT, DATED FEBRUARY 16, 1990. THE CONDITIONS READ AS FOLLOWS: PRIOR TO ISSUANCE OF A BUILDING PERMIT, THE APPLICANT WILL SUBMIT THE FOLLOWING TO THE PLANNING DIRECTOR FOR APPROVAL: Planning Commission February 22, 1990 Page 5 CONDITIONAL USE PERMIT A. Applicant will provide a 150% cash assurance for the cost of landscaping to include materials, labor and maintenance. B. Applicant will install improvements within six months of approval date. DESIGN REVIEW A. Deletion of entry point shown on plan off East Marginal Way. B. Placement of wheel stops in parking spaces adjacent to landscape areas. C. Increase effective height of new landscaping /screening so that it will be minimum of 10- feet'high at installation. MOTION UNANIMOUSLY APPROVED. MR. HAMILTON MOVED AND Mi. CAGLE SECONDED A MOTION TO APPROVE CONDITIONAL USE PERMIT 89\3- CUP DESIGN REVIEW 89 -10 -DR WITH CONDITIONS AS JUST PREVIOUS'',Y DETERMINED BY THE BOARD OF ARCH- ITECTURAL REVIEW. MOTION UNANIMOUSLY APPROVED. i \ 89 -13 -DR - HOMEWOOD SUITES '\Request for approval of a design review application and cooperative parking agreement for a 106 - unit extended stay hotel. COOPERATIVE PARKING AGREEMENT: ` Molly Headley, Assistant Planner, rei.ewed the staff report recommending approval with conditions.\ Mark Hanson, Dimension Development, Memphis, TN, the applicant for the project, further described the proposal for the Board. Discussion ensued on the proposal. MR. CAGLE MOVED AND MR. GOMEZ SECONDED A MOTION\TO APPROVE THE COOPERATIVE PARKING AGREEMENT REQUEST WITH THE FOLLOWING CONDI- TIONS: 1. Applicant agrees to provide a total of 119 parkiiig spaces. This number constitutes a maximum 8.4% reduction in the required amount of parking for this site and its intended uses. 2. Applicant agrees to restrict use of meeting areas to regist- ered guests only after 5:00 p.m. Planning Commission February 22, 1990 Page 7 1. A revised landscape /site plan indicating: a. The inclusion of trees along the north property line. b. The addition of trees to the landscape area on the east side of Building E -5. c. Stamped approval of landscape plan by a Washington State Landscape Architect. 2. Lighting plan for site to include placement and level of intensity produced by lights. 3. Prior to submittal of application for State Shoreline Permit the applicant will provide: a. A cross - section for every 75 feet of development along the shoreline showing: (i) Existing ground elevation (ii) Proposed ground elevations (iii) Height of proposed structures (iv) Elevations of trail /access road and dike configurations which clearly indicate eleva- tion of ground at beginning and end of development (i.e., trail /access road, paved parking area). b. Elevation prints of Buildings which show height of 35' as required by the Shoreline Program and dimensions of buildings and indicates scale of drawing. c. Statement of composition and volume of any extracted materials and proposed disposal area. MOTION UNANIMOUSLY APPROVED. Tim Lavin, represented owners of the parcel, described the history of obtaining the site. 88 -7 -DR EMBASSY SUITES - Request for approval of an amendment to the site plan to eliminate 2.5 -story garage and replace with expanded surface parking on 1.9 acres to the east. Molly Headley, associate planner, reviewed the staff report for the proposal, recommending approval with conditions. John Sloan, architect for the project, represented the applicant, further described the proposal. He stated that they generally agreed with staff's recommendations. Planning Commission February 22, 1990 Page 8 Mr. Mike O'Donin, 1517 S.W. 16th Street, requested that permis- sion be granted for a shared directional sign (with Longacres). He was instructed to submit a sign application directly to Tukwila Department of Community Development. Robert Losey, owner of the adjacent property, Renton Auction, expressed a concern with the delay he is experiencing in obtain- ing a date of sale from the purchaser. Mr. O'Danin explained the purchase process and the legal process they must go through to obtain Mr. Losey's property and the time elements involved. MR HAMILTON MOVED AND CAGLE SECONDED A MOTION TO ACCEPT 88 -7 -DR EMBASSY SUITES, SUBJECT TO STAFF RECOMMENDATIONS AS FOLLOWS: 1. Prior to issuance of Building Permit: A. Provide a revised site plan to be approved by Planning Director which will provide pedestrian access: 1. Between the new SE parking area and the tower structure. 2. Between both parking areas and Longacres Way and West Valley Highway. 2. Building tilework to be installed as a previously approved. MOTION UNANIMOUSLY APPROVED. 89 -18 -DR - HARTUNG- TIMPERLINE BUILDING - Request for approval of design review application to construct an 85,000 square foot retail /industrial building with 136 parking spaces on three acres of land. ..4 -•., Vernon Umetsu, Associate Planner, reviewed the application, recommending approval with conditions. Al Croonquist, One Union Square Building, Seattle, WA 98101, architect for the project, represented the applicant. He further clarified the project. Discussion ensued on the proposal MR. KIRSOP MOVED AND MR. CAGLE SECONDED A MOTION TO APPROVE APPLICATION 89 -18 -DR - HARTUNG- TIMPERLINE, BASED ON THE STAFF'S FINDINGS AND CONCLUSIONS; THE BLUE COLOR SELECTED FOR THE GLASS HEARING DATE: FILE NUMBER: APPLICANT: REQUEST: LOCATION: ACREAGE: ZONING DISTRICT: SEPA DETERMINATION: COMPREHENSIVE PLAN DESIGNATION: ATTACHMENTS: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor STAFF REPORT TO THE BOARD OF ARCHITECTURAL REVIEW PREPARED FEBRUARY 16, 1990 February 22, 1990 89 -12 -DR Homewood Suites Dimitri Demopulos Architects, Inc. 1. Cooperative Parking Agreement approval for a reduction of 7.6% (10 spaces) in required parking. 2. Design Review approval in conjunction with Shoreline Permit Application for the development of a 106 unit hotel with associated buildings and recreation areas. Lots 31 and 32 of Interurban Addition to Seattle: north of Southcenter and west of Green River; in vicinity of Ft. Dent Park. 3.12 acres Commercial C -2 Regional Retail Mitigated Determination of Non - significance dated January 8, 1990 A) Vicinity Map /Site Plan (Large Scale) B) Landscape Plan (Large Scale) C) Elevations (Large Scale) D) State Farm Plan /Elevations E) Ft. Dent Site Plan /Elevations r; Staff Report 89 -12 -DR Homewood Suites td B.A.R. Page 2 VICINITY /SITE 1. Project Description: The proposal is for the development of a 114 unit extended stay hotel. As indicated in Attachment A, the site is surrounded by proposed and existing office development and the Green River. The project has focused the buildings on a central multi - purpose building and recreation area as seen in Attachment B. The buildings vary in height from one to three stories. Parking is located around the perimeter of the site on three sides of the buildings and is screened from the Green River with landscaping. 2. Existing Development: The site is currently undeveloped. 3. Surrounding Land Use: Vacant at the present time with future development consisting of a State Farm Office building and a proposal for another all- suites hotel. 4. Terrain: The site is generally flat 5. Vegetation: The vegetation consists of long grasses. 6. Access: The only entry to the property is an extension of Southcenter Boulevard which will be shared with adjacent property development. This staff report will review two requests. The first is for approval of a Cooperative Parking Agreement and the second is for Design Review. COOPERATIVE PARKING AGREEMENT DECISION CRITERIA The Cooperative Parking Agreement Criteria is listed below in Bold, followed by pertinent findings of fact. TMC 18.56.070 states that a Cooperative Parking Agreement is required when two or more uses occupy the same building or when two or more buildings or uses cooperatively share an off - street parking facility and that the total requirements for off - street parking and loading facilities shall be at least the sum of the requirements for the greater of the uses at any one time or as deemed necessary by the Planning Commission. All applications for cooperative parking shall be reviewed and approved by the Planning Commission. DISCUSSION The applicant is requesting approval for the reduction of 10 parking spaces (7.6% reduction) through a cooperative parking agreement. The proposal includes the construction of a 106 room hotel and associated conference rooms with a total of 1428 gross square feet. • Staff Report 89 -12 -DR Homewood Suites to B.A.R. Page 3 The Dimension Development Company proposes to build a hotel to be known as Homewood Suites as shown in Attachments A -D. It is located adjacent to and bordered by the Green River on two sides. The remaining two sides will be developed as office buildings (Attachments E -F). The most intense use of the site is for the 106 hotel rooms. The applicant has provided 106 parking spaces; one for each room, as required by the TMC. Based on additional uses the parking required is increased to 130 spaces. The following table will explain the process used to determine parking requirements: Standard Required Parking Use(Rate of Parkinq Required) 106 Hotel Rooms(1 space per room) 1428 Square feet of Meeting Area (1 space per 4 persons based on Uniform Building Code Occupancy Load) 24 TOTAL REQUIRED 130 PARKING PROVIDED = 120 spaces REDUCTION REQUESTED BY APPLICANT = 10 spaces (7.6 %) This hotel would normally require 106 parking spaces if no additional uses were located on the site. The proposal indicates that approximately 1,428 square feet of space will be used as conference /meeting areas. The applicant has explained that the Great Room will be used by the guests for reading, watching TV and enjoying a Continental breakfast in the morning and hor d'oeuvres and drinks in the evening. It will not be advertised and is intended for guest use only. Homewood Suites asserts that this is a special type of "extended stay" hotel which focuses services only on registered guests and does not solicit outside business, as is common practice with standard hotels. In the past, the Planning Commission has approved a maximum reduction of 8 %. Observation of parking use indicates that the recommendations have been appropriate. Table 1 reviews past decisions: Required Parking Spaces 106 Staff Report 89 -12 -DR Homewood Suites to B.A.R. Page 4 TABLE 1 Project Required Approved Deficit Marriott Hotel Nendels Inn CONCLUSIONS Parking Parking per cent 201 172 + 13 reserve 8% 356 343 3.6% Reserve parking was allowed where the applicant had the potential space available to expand and construct additional spaces. The peak period for conference room use is generally during the day during low residential use. They begin to overlap in the early evening (around 5:00 p.m.). As a result, congestion could occur due to nonresidential use. 1) Past decisions for cooperative parking agreements with Nendels and Marriot have been under 10% . Subsequent site observations by staff have proven the appropriateness of level as little or no traffic congestion has been observed. 2) The proposed site plan does not allow for additional parking to be developed on -site should congestion occur. 3) The property will not allow any additional parking in the event of increased need on -site due to its geographical location with the river on two sides and office building development on the other two sides. 4) Shared parking with adjacent office development is not feasible because of overlap in use periods. 5) Ft. Dent Office building has an overflow of parking; therefore, the possibility exists for Homewood Suites to acquire access to additional spaces if the need arises in the future. RECOMMENDATIONS Staff recommends approval of a 7.6% reduction of parking with the following conditions: 1) Applicant agrees to provide a total of 120 parking spaces. This number constitutes a maximum 7.6% reduction in the required amount of parking for this site and its intended uses. Staff Report 89 -12 -DR Homewood Suites to B.A.R. Page 5 2) Applicant agrees to restrict use of meeting areas to registered guests only after 5:00 P.M. 3.) Applicant agrees to restrict use of facilities to registered guests only at all times if documented congestion occurs on the site. 4) Applicant agrees to restrict signage advertising the meeting areas to inside the building. 5) Applicant agrees to restrict the distribution of promotional material for the subject hotel in which the meeting areas are also promoted to targeted potential demand generators and not the general public. 6) Applicant agrees to provide a parking study if need arises in the future. 7) Conditions shall travel with the facility, shall be recorded with the King County Department of Records and Elections, and may be modified only with the written permission of the City of Tukwila. BACKGROUND DESIGN REVIEW As indicated on the vicinity map (attachment A), the proposal is located in an area bordered by the Green River on two sides. Neighboring properties have previously been approved for development of office buildings for State Farm Insurance Company and Fort Dent Two. Fort Dent Two has withdrawn its application and a proposal for an all suites hotel is anticipated in the near future. DECISION CRITERIA The decision criteria are listed below in Bold, followed by pertinent findings of fact. 1) Relationship of structure to site A) The site should be planned to accomplish a desirable transition with the streetscape and to provide for adequate landscaping, and pedestrian movement; B) Parking and service areas should be located, designed, and screened to moderate the visual impact of large paved areas; Staff Report 89 -12 -DR Homewood Suites to B.A.R. Page 6 C) The height and scale of each building should be considered in relation to its site. The Shoreline zone has specific height limits which the applicant must meet. As shown in Attachment B, Building C -5, Building E -5 and Building D -8 are all located in the Low Impact Environment with a height limit of 35 feet. The applicant has met the proposed height limit and further mitigated the potential impact of the buildings on the shoreline by separating Building E -5 and C -5 with a landscaped courtyard. The proposal also provides a landscape area between building E -5 and the trail edge of ten feet in width. As shown in Attachment C, the proposed landscaping consists of low growing shrubs with the remaining perimeter of the shoreline planted with trees, shrubs and groundcover. The asphalt parking area which rings the buildings on three sides has been modulated with double width landscape islands and concrete pavings for texture. The applicant has provided pedestrian connections with the Green River trail system. 2) Relationship of Structure and Site to Adjoining Area A) Harmony in texture, lines, and masses is encouraged. B) Appropriate landscape transition to adjoining properties should be provided. C) Public buildings and structures should be consistent with the established neighborhood character. D) Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged. B) Compatibility of on -site vehicular circulation with street circulation should be encouraged. Applicants site plan indicates shrub planting only along north property line. The landscape plan for adjacent properties indicate planting of shrubs, trees and ground cover and Homewood Suites should do likewise. Applicant has provided visual (concrete patterning) and functional sidewalk linkages with the trail from the south parking area and the southeast buildings (Building E -5 and C -5). A sidewalk connection has been provided to Southcenter Boulevard. Internal on -site circulation is provided for pedestrians. Staff Report 89 -12 -DR Homewood Suites to B.A.R. Page 7 3) Landscape and Site Treatment A) Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized and preserved and enhanced; B) Grades of walks, parking spaces, terraces, and other paved areas should promote safety and provide an inviting and stable appearance; C) Landscape treatment should enhance architectural features, strengthen vistas and important axes, and provide shade; D) In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken. E) Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged; F) Screening of service yards, and other places which tend to be unsightly, should be accomplished by use of walls, fencing, plantings or combinations of these. Screening should be effective in winter and summer. G) In areas where general planting will not prosper, other materials such as fences, walls, and pavings of wood, brick, stone, or gravel may be used; H) Exterior lighting, when used, should enhance the building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and the adjacent area. Lighting should be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. The site plan indicates a development which is focused around a central courtyard as opposed to a focus on the Green River. The result is a project that does not line up along the river frontage but is set back and screened by landscaping which reduces the visual impact on the river. The landscape plan provides the required tree screening along the Green River frontage and the interior plantings are adequate. The plan that has been presented has been designed by an out -of -state designer. Since this site is located in the Shoreline area it is especially important that the plant materials are compatible with native shoreline vegetation. A review and approval by a Washington State certified Landscape Architect would ensure compliance. The applicant has provided curbing along the perimeter of the parking lot which will protect landscape materials and reduce runoff into the landscape areas. Staff Report 89 -12 -DR Homewood Suites to B.A.R. Page 8 Applicant has indicated that the one trash receptacle area on site will be enclosed with a fence of the same color and material as the building. A detailed plan should be submitted prior to issuance of Building Permit. Applicant has supplied examples of lighting which appear consistent with the architecture and ambiance of the development, i.e., a "homelike" atmosphere. The site plan does not provide information on placement of lighting in the parking lot and around /on buildings. A lighting plan should be submitted which will indicate the placement of lighting in the parking lot and around buildings to ensure that overspill of light does not occur in the shoreline area. 4) Building Design A) Architectural style is not restricted, evaluation of a project should be based on quality of its design and relationship to its surroundings; B) Buildings should be to appropriate scale and be in harmony with permanent neighboring developments; C) Building components, such as windows, doors, eaves, and parapets, should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure; D) Colors should be harmonious, with bright or brilliant colors used only for accent; E) Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view; F) Exterior lighting should be part of the architectural concept. Fixtures, standards and all exposed accessories should be used to provide visual interest. As indicated in Attachment D, the applicant has presented a plan which is residential in tone with well- modulated roof lines and attractive details such as large sashed windows and porches. The buildings that are proposed differ in style from surrounding buildings in that they have a residential effect. This is appropriate for the use of the buildings. Adjacent office development is very dissimilar in its choice of materials and architectural design from the proposed development; however, the use is also very different. State Farm (Attachment E) has chosen a basic simple architectural design constructed of brick in earth tones. The only accent color indicated is in the red State Farm sign mounted on the building. Ft. Dent Two (Attachment F) plans illustrate a modern concrete/ glass exterior of pale grey with accent colors of yellow and teal blue. Homewood Suites proposes a light ivory exterior with accents of teal blue and gray. S. Staff Report 89 -12 -DR Homewood Suites to B.A.R. Page 9 Applicant has agreed to screen all mechanical equipment on the ground with a structure similar in style and color to the building materials. There will not be any roof structures other than the chimneys indicated on the elevations. Exterior lighting fixtures have been previously discussed and will provide an attractive element in the overall appearance of the development. 5) Miscellaneous Structures and Street Furniture A) Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and proportions should be to scale; B) Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. There are no miscellaneous structures proposed. INTERURBAN SPECIAL REVIEW DISTRICT This site is located in the Interurban Special Review District. The applicable guidelines (in bold) have been reviewed by staff and it has been determined that they have been addressed in the regular Design and Shoreline Review process. Special Review Guidelines Applicable to All Proposed Developments. A. Proposed development design should be sensitive to the natural amenities of the area; B. Proposed development use should demonstrate due regard for the use and enjoyment of public recreational areas and facilities; C. Proposed developOment should provide for safe and convenient on -site pedestrian circulation; D. Proposed property use should be compatible with neighboring uses and complementary to the district in which it is located; Staff Report 89 -12 -DR Homewood Suites to B.A.R. Page 10 E. Proposed development should seek to minimize significant adverse environmental impacts; F. Proposed development should demonstrate due regard for significant historical features in the area. CONCLUSIONS The conclusions are grouped under the five Design Review guidelines. 1) Relationship of Structure to Site The site plan is internally oriented with a courtyard and central building providing a focus for living and recreation space. It is consistent in height with adjacent development and will not differ greatly in its overall architectural impact. 2) Relationship of Structure and Site to Adjoining Area Location of handicap parking spaces is in compliance with state requirements. Concrete pavers are connected visually and functionally with entries to trail. A pedestrian sidewalk connection has been provided from the site to Interurban Ave. via Southcenter Boulevard. The proposed landscape plan shows a shrub border only along the north property line. Applicant should provide trees as well as shrubs to buffer its use from adjacent development and to provide continuity with adjacent landscaping.. 3) Landscaping and Site Treatment Applicant has provided a required 10 foot wide landscape buffer between buildings E -5 and C -5 along the Green River shoreline frontage. The area should be planted with trees as well as shrubs to provide the appropriate level of screening for the trail. The landscape plan has not been approved by a Washington State Landscape Architect. This should be accomplished due to the close proximity of the site to the shoreline and its intensity of development. Curbing is provided along the perimeter of the parking lot to protect landscape materials and reduce runoff. A lighting plan should be submitted which indicates the placement of light fixtures in the parking lot and on or around the buildings and the level of intensity of spill from the lights. Staff Report to B.A.R. c ; 89 -12 -DR Homewood Suites Page 11 4) Building Design The architectural style of the proposed development is attractive and provides a residential feel to the site. Proposed colors will work well with adjacent development providing little contrast. 5) Miscellaneous Structures and Street Furniture There are no miscellaneous structures or street furniture. RECOMMENDATIONS Planning Division recommends approval with the following conditions: Prior to issuance of Building Permit applicant will submit the following to the Planning Director for approval: 1) A revised landscape /site plan indicating: a. The inclusion of trees along the west property line. b. The addition of trees to the landscape area on the east side of Building E -5. c. Stamped approval of landscape plan by a Washington State Landscape Architect. 2) Lighting plan for site to include placement and level of intensity produced by lights. ADDENDUM TO STAFF REPORT dated February 16, 1990 Additional Conditions for Homewood Suites Based on Shoreline Requirements: Prior to submittal of application for State Shoreline Permit Applicant will provide: 1. A cross - section for every 75 feet of development along the shoreline showing: a) existing ground elevations b) proposed ground elevations c) height of proposed structures d) elevations of trail /access road and dike configuration which clearly indicate elevation of ground at beginning and end of development (ie. trail /access road, paved parking area) 2. Elevation prints of Buildings which show height of 35' as required by the Shoreline Program and dimensions of buildings and indicates scale of drawing. 3. Statement of composition and volume of any extracted materials and proposed disposal area. I �NCa _ ]DATUM.__ REf, MaP2___......_...__ ` IArIDAR D - evarrGr tar Fusel FL.toC CIZVAT1014 " c --> 20' c. t - mere SPR S HoREU m E... _ .._ GoN F160 RATIO.. __.w rr.i4 ...____D(.K - ....___._I AA PROVEAOlsk . ._.� ABovE sef • . F �.` _t:il•.71 site ;12n r.:► Green Miner '2 ) ATTACHMENT A 7 A 33 ■ 2 C 1• o • [ 23 I IS • • Sheet Motes Mon cemopc.ios J if .1 NI Mast ., �.= rry wNY, Nr IM.�t +y �. ▪ o. ere... v.6r1111 V2eq • U ,oma _M - • Ovum er • i I-- A1. 1 WW1 asnr.1C ANC .. Sava. .53_1115 CIOQA3IVOH sopdowaa J.N3V1HOILL1V N f• ' _ /.1..• I I , .... ............, . ,,,Y. 10,, .0 . 00 OW.. allay. :, •T: ::1 ow r masa .,, ■ ,Iy• Yan ...„/..'.:-..--......W..=2"1,.. on. " .T. Tro...1 v. /a. 111.2.• v.v.. na 'It 6laor• 1“1.•.. - Ian .1 •• ov. amonvit 17.0 Aran tor..., .1 Y1 veyr..3.1 011 O.. ITV 31 1•7IT b.* On pia srait• , nor. ITV youalma . 0.00 0 0 Mow M. IT Or VV.. 11.. Van. 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I/11,00.• 41•0•• 1•0•1 C•■••■••• I SERV ICE CENTER STATE FARM MUTUAL AUTOMOBILE INSURANCE COMPANY Af 31•17 "AY .11.47• G 1117.11111 morns swot= enern• 030•115 NM. •112 CM •CM• ••1001/0• • 81.00:0[CO . .11.10•••• Pan. .112.•• 0.. •CCI 0.0. C11.1•01•01 0•0.11.•7010 WO. NY. SOY IMIJII•711111 •01016,1071..11101 .W.NI•010f OM 1.010•101171.1.41 wane MOM •• - Dr NM 0=1••• mu.. to. 0.C. 0011.010 Ire rap. •••••• 11.01 ISAR COMM • 10.00110t• NY ••■•• 1•10140 000. ..... ALCM V. CCEIOT• 010a11:0 Mae OLIVE. WILLY 17-11, to. NII• AMMAN 0710100•011• Mid 8.10000.• 0.01•01i .40 1.• AMR WM.= •010110•11.12 00... NM MG .0•0110 74-310 1 01.100 cymini WC. •L010•• ram •Scia• ..... a. atm•I• &My ••••0 ammo. NE. &W. IS.1.• M. Lan MONO 0001.1110■•• • Miairrta• Lampoon I.. so. LIM 1.1011•0•00• 0•11.1‘1”..■ ••••••■••••• NEW WM 0.0 =MCA •400.01..• ONO =Ws IML1.1 1644 Vs. •••■ 00.0 atmui au•••••• rt. foo. moms mow.. ye M. 10 • IC' cur 0.10•0A mos J. 000 met •••••••••=3•100.1•001.1 MUMS 009311011:001 3 Glil. •••• ••■•-• loam • 0.1. 0.c. 1•02•1•••• MC. •Yr• 01-131.-0. i r*4 i.I.v1t1 ii 1ffhIIniliull HUfliillil! �iil3!!if!!!!!i �!!!! €!!!!!llr;t Liffileistammor 1 NORTHEAST ELEVATION 1r -I• -o • PAW/ ^. w7H tf- :f Mr TsT*. -- - - - -- -- VM woof fO.L. .ftfM- 0K'.LfS•R6 ATTACHMENT D HOMEWOOD SUITES NOUTHWEST ELEVATION SOUTHWEST ELEVATION um 1 1111111111111111111111111 i 'lr or rr c 1. w • SOUTHEAST ELEVATION NalOall anon 1140M.• IN a. Manila OSP IMP. LEO I THE CASTILLO COMPANY I P.O. 101 ZION flaMi.. MINIM 11011 , z, MAIM SOUTH SEATTLE, WA. SERVICE CENTER STATE FARM MUTUAL. AUTOMOBILE INSURANCE COMPANY K N111 OM/ RAY 1OS11M,LILL1161 •1110 ATTACHMENT E HOMEWOOD SUITES nutrx. GREEN RIVER - - he. l!/.' , tAX (yr' ifelianu.v LANDSCAPE PLAN 21 ' SPRAY, ' I aragea. (1.. t' 4.1 .1. IC-F "M1V WMO E gr/XMCCtIt. oc.) 1 as Eal I tArAmeices L■pLa (2 2 e ralalwa.ry OrTD urrer.14 LALIgt■ 15.0-.1-4■V-r tr..) ( 14.4.710E6u9 aas.4,..ta(Eonr.yal 2r 1 ....(c21.ocawomeae. NCir ... Ker . & 0.e. }.S Zvey- c c • CO --Yraczn ILDa. architects 110.•ic ...PI V... Mil ICS seame, ea. IMPS, wo• consultants : Thaws L Bow Asaaciates PS. MI Yawl. cloae 1111.47 tJANOT0101:00.--• project MI*: FORT DENT 2 & 3 shoot : LANDSCAPE PLAN ff/III113111 L - 1 MI aisuI UliaL IOW numunalmuumniNsung , „ I 4 3 WEST ELEVATION E=purnr=igniffmnammismr 3 SOUTH ELEVATION 3 EAST ELEVATION TT i 111111111111111111111111111111111111r MEW MIMI/ ME MeV I Mb . aka6 I ". r 11 3 NORTH ELEVATION ATTACHMENT E HOMEWOOD SUITES r- I I rti •, > ' 0 --i cc PPR idio■ Min PI UM= 1111111.11111111111.1111.11111.1 1111/ MUNI 1111111111111111111111111111111111111 I I PM MiWt= aant-Tsv, M ERVEC.A.7" Sincerely, Molly A. Headley Assistant Planner City of Tukwila February 8, 1990 Mark Hansen Re: Homewood Suites Building Permit Review Dear Mark: This memo is in response to our telephone conversation of February 7, 1990. You requested a memo which would indicate to the Building Department approval for submittal of your proposal for plan review. Staff has reviewed your submittal and has determined that it is satisfactory for presentation to the Planning Commission. We do not anticipate any changes in the Building Structures and as a result it would be appropriate to submit the proposal for review. Please keep in mind that the Planning Commission may request changes and, if so, you will be required to resubmit revised plans. The result would be that you would also need to resubmit your plans to the Building Department which would negate any previous review. I hope this satisfies your request. Please call if I can be of any further assistance. ; STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mad Stop PV -11 • Olympia, Washington 9B504 -8711 • paq 459.6000 January 31, 1990 Rick Beeler, Planning Director Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, WA 98188_ Dear Mr. Beeler: I I BS �) e✓ el " Thank you for the opportunity to comment on the Determina- tion of Non - Significance and Shoreline Substantial Develop- ment Permit for the Homewood Suites Hotel project proposed by Dimitri Demopulos Architect, Inc. We have reviewed the materials submitted and have the following comments: From the information provided it appears that the proposed project will also require a shoreline variance permit. This is because it includes at -least one building within the low impact environment that exceeds 35' !r existing grade beneath the structure. ` -It :also - appears that some parking is proposed within 40' of the mean high water mark that exists or would occur as a result of what appears to be some river bank modifications. For each of these reasons the project will have to meet all of the criteria for variance approval specified in both WAC 173 -14 -150 and the local shoreline master program. The proposed project must also be consistent with all of the applicable policies and other provisions of the Shoreline Management Act, its rules, and the Tukwila Shoreline Master Program. This includes but is not limited to those master program provisions pertaining to commercial development, roads, parking, utilities, landfill (if applicable), public access, the general shoreline regulations, and the river, low impact, and high impact environments. In this regard we note that only small scale hotel facilit- ies are classified as low impact structures, and we believe that the proposed parking areas located within the low im- pact environment will adversely affect public access along the river. We would therefore recommend that the parking be located upland of the proposed buildings or be separated from the public access trail by an adequate buffer of native Rick Beeler January 31, 1990 Page Two vegetation to screen the parking. We also believe that the public access trail should be built as part of the project. ' It. you have any questions on these comments please give me a call at (206) 459 -6762. cc: Don Bales Sincerely, CaZ FIGA/PA7 ruce T. Smith Shorelands and Coastal Zone Management Program Mr. Rick Beeler city of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Dear Mr. Beeler: STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mad Stop PV -11 • Olympia, Washington 98504.8711 • (206) 459-6000 January 22, 1990 We received the determination of nonsignificance for the con- struction of a 114 unit hotel by Dimitri.Demopulos Architect, Inc. (41EPIC- 26 -89). Although there.is no comment period on the DNS, we would like to note the following concerns. 1. Proper disposal of construction debris should be on land in such a manner that debris cannot enter the stream channel or cause water quality degradation of state waters. 2. Proper erosion and sediment control practices should be used on the construction site and adjacent areas to prevent upland sediments from entering the stream channel or water body. All areas disturbed or newly created by construction activities should be seeded, riprapped with clean, durable riprap, or given some other equivalent type of protection against erosion. 3. The Washington State Clean Air Act requires the use of all known, available, and reasonable means of controlling air pollution, including dust. Dust generated during construc- tion activities can be controlled by wetting those dust sources such as areas of exposed soils, washing truck wheels before they leave the site, and installing and maintaining gravel construction entrances. Construction vehicle track -out is also a major dust source. Any evidence of track -out can trigger violations and fines from Ecology or the local air agency. Letter to Mr. Beeler January 22, 1990 Page 2 If you have any questions on Comments 1 or 2, please call Mr. Richard Moore of the Northest Regional Office at (206) 867 -7128. Questions on Comment 3 should be directed to Mr. Jay Willenberg of the Northwest Regional Office at 867 - 7117. BJR: cc: Richard Moore, NWRO Jay Willenberg, NWRO Sincerely, /..)tx .4 ei.) Barbara J. Ritchie Environmental Review Section lI Dimitri Demopulos Architects, Inc. January 27, 1990 Molly A. Headley City of Tukwila Department of Community Development 6200 Southcenter Blvd. Tukwila, Washington 98188 Re: Homewood Suites Tukwila, WA Dear Molly: The enclosed documents and drawings comply to your requested letter to Mark Hansen, January 16, 1990. (1) Cooperative Parking Agreement (See Sheet A2.1 and A2.2) The reduction of parking ration to number of hotel suites and meeting rooms was accomplished by the following: (a) Reducing the Lodge .Building "meeting space" square footage which, in turn reduced the amount of required additional parking. This was accomplished by elimina- ting the large conference room and reducing the length of the building (across the back building line) by 4 feet. By doing this, the "meeting space" square footage was reduced by t 1079 square feet which lowered the parking requirement to 24 spaces. (2508- 1079 = 1428...1428 4 ; 15 = 23.8) (b) By eliminating one 8 -unit cluster from Building C -5 we were able to gain 6 additional parking spaces. Additionally, by eliminating these 8 units suites the "base" parking requirement was all reduced from 114 to 106 spaces. (c) At this point the parking requirement for our develop- ment is: 106 for Suites 24 for Meeting Space 130 TOTAL We are providing 120 spaces, therefore our shared parking relationship is 9.4 %. (130 -120 = 10...10/106 = 9.4) 7277 Regency Square Blvd. Suite 100 Houston, Texas 77036 783 0055 Fax 783 0018 Molly A. :adley City o "Tukwila January 27, 1990 Page Two (2) Design Review (a) See Site and Landscape Plan for entry parking change, landscape and equipment screen. (b) See Site Plan for sidewalk connection. (c) See Landscape Plan for adjacent property planting. (d) See Site Plan. for Handicap Parking Spaces - relocated next to entries of building. (e) See Site Plan for extruded curb around perimeter parking area. (f) See Site Plan for patterned concrete at trail entry and Hotel entries. (g) See Site and Landscape Plan for 10 ft. minimum landscape area to separate trail and buildings. (h) See color illustration board for color and material display. (i) Lighting: See cover sheets on each type of lighting fixtures used in this project's exterior and interior. (j) See color chart for screen structures for mechanical A/C units and thrash bins. (k) Breakup of Building #5 unit 1). Building C5 and E5 modified. Building C5 has 16 Suites and building E5 has 8 Suites which is a reduction of 8 Suites. The additional benefit in eliminating 8 units from C5 is the capability of splitting this into 2 buildings and satisfying the "modulation" issue. 2). Landscaping has been provided between C5 and E5. (1) Parking Area Landscape Islands are combined for greater impact. (See Site and Landscape Plans) Molley -Ieadley 70 City of'Tukwila January 27, 1990 Page Three We are submitting a complete set of revised drawings. 1). Floor Plans and Elevations to suit buildings C5 and E5. 2). Lodge Floor Plan change. Please call if you need any other information. We are looking forward to keeping this project on schedule for permit. Sincerely, mitri Demopulos DD:sw Enclosures C 3042 Milford Chase Overlook Marietta, GA 30060 404 - 333 -6363 404 - 333 -8779 (Telecopier) January 4, 1990 Ms. Molly Headley, Assistant Planner City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Molly, Re: Proposed Homewood Suites Hotel Development Di Developer and Manager 0 Ant HOMEWOOD SUITES _ This is offered in response to your staff evaluation comments which you forwarded to Mr. Dimitri Demopulos on January 3, 1990. Each of the eleven points raised are addressed individually below. Supporting documentation, such as revised plans, elevations, and details, is also enclosed. 1. Mechanical units are now indicated on all building elevations. Please refer to sheet nos. A3 -1, A3 -3, A3 -5. 2. The mechanical units will be screened by three - sided, 48" high walls built of material identical to that of the buildings. A typical, detailed, colored elevation of these mechanical unit screens is enclosed. 3. The height of all buildings is now identified on all elevations. Please refer to sheet nos. A3 -1, A3 -3, A3 -5. A typical, detailed, colored elevation indicating the color and type of materials to be employed consistently throughout the project is enclosed. 4. Please refer to the above noted colored elevation. We have attempted to utilize a variety of compatible colors between the building components . . roofing, chimney caps, gutters /downspouts, walls, window frames, railings, doors, etc. We, like you, desire to have a striking combination of colors without being garish. If our color scheme is lacking in any way, we would be happy to entertain any suggestions you or your staff may have. Additionally, when we get to the point of selecting the actual colors, we will submit the color chips for your approval. January 4, 1990 Ms. Molly Headley Assistant Planner City of Tukwila Page 2 of 3 5. As requested, we have connected the brick pavers in the parking area with the pedestrian system and trail access. Please refer to sheet no. A -1. 6. As requested, the parking lot landscape islands are lined up opposite each other for enhanced visual impact. Please refer to sheet no. A -1. 7. As requested, landscape islands have been combined within the parking area for enhanced visual impact. Please refer to sheet no. A -1. Per Jack Pace on January 4, 1990, the requirement of providing a landscape island for every 10 parking spaces is waived in this instance. 8. As requested, parking spaces adjacent to the fire access points at the northeast corner and southeast corner of Building C -5 have been removed. Please refer to sheet no. A -1. 9. In lieu of removing guest units to compensate for the removal of the aforementioned parking spaces (item 8), we were able to add a commensurate number of spaces as follows: * 1 additional space provided at the northern end of building B -4. * 3 additional spaces provided along the northern property line, adjacent to the front entrance to the site. The location of these spaces is within the required "front yard" set -back requirements outlined by Vernon Umetsu on my last visit to Tukwila. Please refer to sheet no. A -1. 10. The "Great Room" is an extension of the Hotel's lobby area and is specifically designed to accommodate guest activities in a comfortable, relaxed, environment. These activities include watching television, listening to music, conversa- tion with other hotel guests, reading and relaxation. The area is also designed to accommodate a complimentary con- tinental breakfast in the mornings between 6:00 a.m. and 8:00 a.m. and a complimentary "social hour" in the evening which will consist of light hors d'oeuvres and beverages. All complimentary services are strictly for the benefit of hotel guests only. Additionally, there are no cook -to -order meals or food preparation beyond the warming of breakfast breads or light hors d'oeuvres in the evening. Sincerely, Enclosures Please refer to the two enclosed color renderings which rep- resent the "Great Room's" relaxing atmosphere and also indi- cates the complementary service area within. 11. Please refer to my letter of January 4, 1990, to Mr. John Pace regarding the issue of a cooperative parking agreement. Molly, I trust this satisfies all the staff comments noted in you January 3, 1990 transmittal to Dimitri Demopulos, and we look forward to a favorable staff report being submitted to the plan- ning commission. If you require any additional information, please so not hesitate to contact me immediately. Mark E. Hansen Executive Vice President Dimension Development Co., Inc. cc: Mr. Jack Pace Mr. Sam Friedman Mr. John Hendrickson Mr. Dimitri Demopulos MEH /mac January 4, 1990 Ms. Molly Headley Assistant Planner City of Tukwila Page 3 of 3 January 3, 1990 Homewood Suites Revisions Based on evaluation by staff of the plans presented to the department, the following revisions must complied with for presentation to the BAR at the January meeting. I must have the changes in my office by 8:30 AM January 8 for inclusion in the staff report. As the proposal stands right now, staff would be unable to reccomend approval to the Planning Commission. 1) Show mechanical units on elevations 2) Indicate design and materials to be used for screening the mechanical equipment 3) Clarify building elevations - detail window and trim treatments (ie. colors, materials), define building height 4) Add color to building materials 5) Connect brick pavers in parking area with pedestrian . system between buildings, parking and trail access 6) Line up landscape islands in parking lot so they are opposite each other 7) Combine landscape islands within parking area (two together provide greater impact visually) 8) Remove parking spaces adjacent to fire access point at NE corner and SE corner of Building C5 9) Delete four units from overall plan to compensate for removal of parking spaces 10) Indicate exact use of `great room' 11) Eliminate conference rooms or provide cooperative parking agreement for parking required for that use. 1. 0000 Determining River Flows; 12Cx:O c fs Elevation = 21.90 9000 cfs Elevation = 18.30 Vertical Difference = 3.60 feet Total Area =11.25 Acres • STOW DRAINAGE REPORT FOR HOVEWOOD SUITES SITE Increase in River's Flow = 15.0 x 3.6 x 5.0 = 270 CFS In discussing the storage requirements for the proposed property, it was ascertained that the stcrage can be acccrrmcdated by increasing the River crass- section adjacent to the subject Site. This method was discussed with Mr. Phil Fraser, City of Tukwila, Department of Public looks and previous discussion with Andy LeVeque of King County Surface Water Management. The widening of the River was perfcrmed.above the Mean High Water Elevation of 18.30 (F VD Datum) which represents a flow of 9000 CFS. The bench width is dependent cn the present bank: slopes, and the lccaticn . of the City's prcperty which was set aside for ccnstructir_n of the River Trail. Average bench width = 15.00 feet Average River Velr_rity = 5.00 fps ( Determine of KC SWM ) Anticipated flows from the Site for 10, , 5 and ICX) years are as folic. s; 0 = 3.72 c fs ( 10 -year ) O = 4.74 cfs ("fir -year ) 0 = 6.24 cfs ( 10 -year ) We note that the highest anticipated flows from the Site is far less than the increased flaw capacity of the River. Determining the capacity of the existing storm system in Scuthcenter Blvd and the its cut fall northerly to the River. Site Area = 3.12 Acres Scuthcenter Blvd = 0.89 Acres State Farm = 0 (flaw frcrn this Site is directed to the River and not the existing cut fall) Fort Dent I = 1.72 Acres Fort Dent II = 5.52 Acres The following calculations analyze the pipe capacity of the existing cutfall pipe frcm the cul- de-sac at the end of Sruthcenter Blvd to the Fiver out fall. The capacity calculations are analyzed for the 10, 25 and 100 year storm. Tc A C 12.83 5.73 .80 12.83 .80 12.83 .80 CA 4.584 11 11 I 0 PIPE CAF' STORM 1.42 6.51 24" 18.18 10 1.78 8.1E 24" 18.18 25 2.36 10.82 24" 18.18 100 13.73 11.25 .80 9.032 1.36 12.28 27" 24.88 10 13.73 " .80 11 1.72 15.54 27" 24.88 25 13.73 11 . " 2.28 20.59 27" 24.88 100 14.00 11.25 .80 9.032 1.34 12.10 30" 35.82 10 14.00 " .80 " 1.70 15.35 5 30" 35.82 25 14.00 " .G0 " 2.2E 20.41 30" 35.82 100 Please refer to Pipe Sizing table for Pipe's slcpes and roughness coefficient. It appears that the developed flows tributary to the cutfall storm system will pass through the existing pipes', system . without problem. • �uf (G11 f . CU STREET ir .S',c.4. uNE v W 44 oe�I r* M I TO 41 - • .4S I $0 ft L. •1 f .�U bAsfl Dl q,, 3 J ` ,Tk # b. 52 1 .'co auk' 1 i, .' b I %o 44- Z 803 ,q o .0 1 •63 ,90 Y1 14 .L.4 +,4 -cots 1,Z`6 ,SOU '41 .S4' RETURN FREQUENCY /O LO.F CURVE U eOrrh'£ =DL1 2,491 IMg .360 464 .36o 6X2 •864, .614 I .:b - I • 411, 11 .0 8 11.7'1 q,1`i • ZQ ,1.32. (G.$S . 2.c fog I ID 3` 2.4 1 115.16 ,o21 I Z•51q 1 1143 'siC,I TIME (MIN) .N .2) •1'4 l •9b 1. SZ I R4 I IA I• b4 1 1 1 1,g). I +4�i ,1 IAq .'7 l I.0' 1,5► 1.29' l,11. 1"11 1 t 3. t 1.01, 1.O 1, 017, Ito 21 14. 3.15 to . 31(4 1,.0 Y)s 1.D /440i7Ek/Z CC) rt I9D I2" 1.93 I•S 2.'13 11 1q 13 n 31•� IS�� 21" 5't 1 %.917 to a `i 511 S. 5°- 5,0 5 .6 • 11.11 30 24" 1ci.n (12 24 l$ .1 4 Z. ? 2.4c 2 41, 2 41. 1.1 2 � s 3.21 ZI 3. 3.2- 3 .21 DESIGN FLOW STORM SEWER CONFUTATION FOR T+OUN►A ENGINEERS +sees Wog *left, uq+n,p • SWIM. Wu+••pro• fe'N rw* r:06) 23Se+00 fin 120e+ 255O•5 • NO. SKEET Pr rainfall Traffic Analysis HOMEWOOD SUITES Southcenter Boulevard Tukwila, Washington EPIC File No.: 26-89 Prepared by Timothy Miller, Associate Member, TTE December 16, 1989 Introduction This traffic analysis has been prepared at the request of the City of Tukwila Department of Community Development as part of the SEPA environmental review process to assess traffic impacts the proposed development may have on the transportation system in the project vicinity. Specifically, the Department of Community Planning review process requested evaluation of the intersection of Interurban Avenue South and Southcenter Boulevard. Subsequent discussions with the City Engineer and City Traffic Engineer led to the inclusion of the two adjacent I -405 ramp terminal intersections with Interurban Avenue South/SR -181 as part of this study. In addition, the PM peak hour of the roadways adjacent to the site was identified as the critical time period for analysis purposes. I. Project Identification The proposed Homewood Suites is located on a 3.12 acre site at the east end of Southcenter Boulevard in the City of Tukwila, Washington as shown in Figure 1. The proposal is for the construction of a 115 unit all suites hotel comprised of four buildings grouped around a central office /pool building. The project is proposed for construction in the spring of 1990. Access to Southcenter Boulevard is via a single driveway on the east side of the existing cul- de -sac on Southcenter Boulevard. This driveway will be a shared access with the future Fort Dent II office development proposed directly north of the site. Other developments accessing this end of Southcenter Boulevard include the existing King County operated Fort Dent Park, Fort Dent I office complex, and a proposed State Farm Insurance Office Building. II. Trip Generation Trip generation for the site is estimated using data from the 4th edition of the report: ITE Trip Generation. Since the proposed development is an all suites hotel, ITE land use 311 was used for the trip generation. ITE data indicates for all suites hotels, the weekday PM Peak Hour trip rates per suite is 0.432 trips /suite. In addition, ITE gives the site directional distribution in the PM peak to be 43% entering and 57% exiting. This equates to 21 entering and 29 exiting trips in the PM peak hour. III. Traffic Assignment A PM peak hour turning movement count of the westbound Southcenter Boulevard approach to the intersection of Interurban Avenue South was performed on Wednesday, December 13th to determine the directional distribution of existing trips leaving the site vicinity. This study yielded a 55 %/29 %/16% directional split for the left /through/right movements, respectively. The presence of both I -405 ramp terminals to the south of the site and the commercial areas accessed via Southcenter Boulevard account for the biases to the south and west. Accordingly, site generated trip distribution at this intersection is estimated to be 55% oriented to /from the south, 29% to /from the west, and 16% to /from the north. Parallel observation of the left turning traffic exiting the site showed that very few of these vehicles entered the left turn lane onto SW Grady Way. These vehicles bypassed the heavy 2 SB left turn queue and showed a fairly even distribution between right turns and through movements at this intersection. Site generated trip distribution at the SB I -405 ramp/SW Grady Way intersection is estimated to be 10% oriented to /from the east, and 45% to /from the south and 45% to /from I -405. At the NB I- 405/South 156th Street intersection, site generated trips were assumed to split evenly between freeway and southerly orientation. This directional distribution is illustrated in Figure 2, and PM peak hour site generated trips are shown in Figure 3. W. Background Traffic Volumes Turning movement counts taken in July of 1988 were available for the intersections of Interurban Avenue South with Southcenter Boulevard and with SB I -405 Ramp/SW Grady Way. This data is summarized in Figure 4. Since the Homewood Suites development is not planned to be occupied until mid -1990, a growth factor of 2% per year was used to project additional increases in traffic volumes due to background growth. This projected data is summarized in Figure 5. By adding the trip assignments to the projected 1990 traffic volumes, the effect this project will have on area traffic volumes can be seen. Figure 6 shows the traffic volumes which result when this is done. V. Site Services Inventory In the project vicinity, Interurban Avenue South/West Valley Highway is a paved five lane arterial street operating with two lanes of travel in each direction with a center two -way left turn lane which becomes a dedicated left turn lane at intersections. East of Interurban Avenue, Southcenter Boulevard is a paved collector street marked with one lane in each direction, with a center two -way left turn lane which becomes a dedicated left turn pocket at the intersection with Interurban Avenue. West of Interurban Avenue, Southcenter Boulevard is a two lane paved roadway which widens to include a center left turn pocket at its intersection with Interurban Avenue. The SB ramp terminal from I -405 has one on -ramp lane and two off -ramp lanes, designated L/SR. A wide radius, however, allows many right turning off -ramp vehicles to bypass the stopped through queue. The east leg of this intersection is SW Grady Way which is a five lane arterial having two lanes in each direction with a center two -way left turn lane which becomes a dedicated left turn pocket at intersections. At this intersection, the WB curb lane on Grady way becomes a dedicated right turn pocket with a signal bypass island allowing high volumes of traffic to turn onto Interurban Avenue under Yield sign control. In addition, SB Interurban Avenue has a right turn signal bypass island which has a tapered approach instead of a dedicated lane, while NB right turning traffic has a separate right turn ramp which connects to SW Grady Way which allows traffic to bypass about 250 feet of stopped NB queues. The NB ramp terminal from I -405 has one on -ramp lane and two off -ramp lanes which will be designated as L/SR when the new South 156th Street is in operation. The right turning off ramp traffic will have a signal bypass island which joins the West Valley Highway as a added lane giving very high capacity for this movement. The three intersections evaluated in this study are all controlled by traffic signals. These three signals are traffic actuated, and previously were operated as a coordinated system to improve traffic progression. According to WSDOT sources, the control equipment was of a brand which proved to be unable to retain proper coordination data due to program loss 3 after power failures. The manufacturer subsequently ceased production of traffic control equipment, so no further operational support was available to overcome this deficiency. Due to this problem, the system has been disabled, leaving all three intersections operating independently. This results in less than optimum traffic progression. Some facets of the coordinated system are still visible, notably the lead/lag phasing of the Interurban Avenue approaches to the Southcenter Boulevard intersection which was undoubtedly a technique used to compensate for the unequal spacing of these three intersections. WSDOT sources indicate microcomputer class control equipment with master coordination capability is slated to be installed at the intersection of the NB I -405 ramp terminal with West Valley Highway. The existing interconnect cable linking these intersections is aged, and in need of replacement, especially if the telemetry method of interconnection common to microcomputer signal systems is to be used in the future. At the Southcenter Boulevard intersection, in addition to the lead/lag phasing for the NB and SB approaches noted above, the EB and WB approaches are split phase operated. The developer of a proposed hotel called Hampton Inn is constructing a new street (South 156th Street) from his development west to intersect West Valley Highway at the I -405 ramp terminal, making it a four legged intersection. Construction of the new street is underway, and the necessary modifications to this signal will be done at the expense of that development. VI. Level of Service Analysis Level of service computations for the intersections of Interurban Avenue South with Southcenter Boulevard and with SB I -405 Ramp /SW Grady Way were performed using the Highway Capacity Software based on the 1985 Highway Capacity Manual. The intersection of Interurban Avenue South with NB I -405 Ramp/South 156th Street was not done since the small number of site generated PM peak hour trips (13) at this intersection would have resulted in an insignificant change in average vehicle delay. In addition, the new changes being congructed at this intersection by other developers will change the operation of this signal significantly. The summary reports for both intersections with and without the project are included in the technical appendix. The results of this analysis are as follows: Southcenter Boulevard SB I- 405/SW Grady Way Without With Project Project LOSE LOSE (45.3 sec/veh) (45.2 sec/veh) LOS F LOS F (70.3 sec/veh) (71.6 sec/veh) VI. Mitigation To eliminate the potential for site generated traffic to go the wrong way around the cul-de- sac on Southcenter Boulevard, the developer should install signs (i.e. KEEP RIGHT, RIGHT TURN ONLY) and pavement markings in the vicinity of the site driveway as' directed by the City `of. Tukwila. 4 To increase traffic progression in this section of Interurban Avenue/West Valley Highway, the microcomputer< coordinated. traffic; signal;system being installed at the NB I- 405 Ramp/Southi 156th Street` intersection`sl ould`be extendat north,,to include both the SB I -405 Ramp/SW Grady Way and the Southcenter Boulevard intersections. This will allow good progression to be implemented which will help overall traffic operations in the area. The major traffic flow deficiency noted in the area, was the need to increase the southbound left turn capacity onto SW Grady Way. This movement is very heavy. A normal solution to this problem would be to widen Interurban Avenue to allow a double left turn. Unfortunately, the presence of the Green River bridge makes widening the roadway an expensive proposition. As an alternative, consideration should be 'ven to modifying , .. gry ,gg thh� southbound a� pproachlane markings`and the sinal :operation to provide a f/S R�lane assignment ` H owever, this would require the signal to be operated in a split phase manner for the Interurban Avenue approaches. This may have negative implications when coordination plans are developed for the overall signal system, so additional time/space and intersection capacity analysis should be done before this alternative is implemented. In light of the minor impact this development has on these intersections, it is recommended that the developer be required to enter an agreement with the City of Tukwila to t participate in aY roportional share of the cost' of extending. the'microcom liter controlled :.,. coordinated tra signal system to the,Southcenter Boulevard and; the,SB I -405 Ramp/SW'' Grady Way intersections This would include costs associated with the replacing of control equipment, interconnect cable, and modifications to the SB 1 -405 Ramp/SW Grady Way intersection and signal to allow southbound LJLS/SR lane assignments. The developer's proportional should; be' based: upon the number of site generated PM' peak{ hour trips : : ; ": entering the intersection divided by the existing intersection'entering volumes. ' F Figure 1 - Project Vicinity Map I -4 292 < 24%< 132 < 55% V 252 V 14 Figure 2 - Directional Distribution 100 S 5ouTc ENTER. B1.Vp. 6 _' b I -405 A i 6 --1P- 14 7 7.•A J � JI i r 5 a ( IL lb 12 L 6 Figure 3 - PM Peak Hour Trip Assignment �--. 29 21 - -r ( uNp&R CoNsTRJGT1oM ) SITE SW GRAVY WAY 5. 156 -n sT • SOU • BLVD. I -405 (1.124 602 522 ( 1,oso 701 349 03 0 r • M 141 A 21 > 360 V t o tn ` p <V> G7 A 21 > 261 V * r JJ A 9 Fl V t7 <A > M N 6` A 835 4 377 V 253 1, 165 <A> at N - N P 41.10 =WO ( 93 I 36 57 Figure 4 - July 1988 PM Peak. Hour Turning Movements SITE SW GRAD`! WAY - S. 154 114 ST. 500THCENTeR BLVD I -405 6260 --v. 544 ( I 729 364 3 N It aG > 14-7 A 22> 375 Y g ft g tn 4 <V> 70 A 22 > 292 V N A 9 10 V 16 <A> r A 869 < 392. V 263 <A> ! Lial 37 am- 60 SW GRADY WAY 41111111 ORM. Figure 5 - 1990 Projected PM Peak Hour Turning Movements 5. 156 TH ST. I -405 1 141 I Figure 6 - 1990 Projected TurningMovnents With Project SITE SW GRADY WAY S. %S(TN 5T. _ t.. 1985 HCM: SIGNALIZED INTERSECTIONS ' SUMMARY REPORT * * * * * * * * * * * * * * * * * * * * * * ** * * *** * * * * * * * * ** ** * * * * * * * * * * * * * * *** * * * * * ** * * * * * ** INTERSECTION Southcenter Boulevard /Interurban Avenue South AREA TYPE OTHER ANALYST T Miller DATE 12/17/89 TIME 7/1990 PM Peak Hour COMMENT Without Homewood Suites VOLUMES : GEOMETRY EB WB NB SB : EB WB NB SB LT 147 18 450 14 : L 12.0 L 12.0 L 12.0 L 12.0 TH 22 10 1007 826 : T 12.0 TR 12.0 T 12.0 T 12.0 RT 0 9 24 166 : TR 12.0 12.0 TR 12.0 TR 12.0 RR 0 0 0 0 : 12.0 12.0 12.0 12.0 : 12.0 12.0 12.0 12.0 : 12.0 12.0 12.0 12.0 ADJUSTMENT FACTORS GRADE HV ADJ PRG BUSES PHF PEDS PED. BUT. ARR. TYPE ( %) ( %) Y/N Nm Nb Y/N min T EB 0.00 2.00 N 0 0 0.90 0 N 0.0 3 WB 0.00 2.00 N 0 0 0.90 0 N 0.0 3 NB 0.00 2.00 N 0 0 0.90 0 N 0.0 3 SB 0.00 2.00 N 0 0 0.90 0 N 0.0 3 SIGNAL SETTINGS CYCLE LENGTH = 144.0 PH -1 PH -2 PH -3 PH -4 PH -1 PH -2 PH -3 PH -4 EB LT X NB LT X TH X TH X X RT X RT X X PD PD WB LT X SB LT X TH X TH X X RT X RT X X PD PD GREEN 31.0 10.0 0.0 0.0 GREEN 35.0 38.0 5.0 0.0 YELLOW 5.0 5.0 0.0 0.0 YELLOW 5.0 5.0 5.0 0.0 LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 0.421 0.229 36.4 D 35.3 D TR 0.031 0.229 27.8 D WB L 0.142 0.083 46.6 E 43.0 E TR 0.153 0.083 39.6 D NB L 1.149 0.257 135.2 F 49.7 E TR 0.610 0.556 14.2 B SB L 0.189 0.049 50.1 E 40.6 E TR 0.959 0.347 40.4 E INTERSECTION: Delay = 45.3 (sec /veh) V/C = 0.931 LOS = E VOLUMES : EB WB NB SB : EB LT 147 34 450 17 : L 12. TH 28 18 1007 826 : T 12. RT 0 14 36 166 : TR 12. RR 0 0 0 0 : 12. 12. 12. ( %) ( %) Y/N Nm Nb EB 0.00 2.00 N 0 0 WB 0.00 2.00 N 0 0 NB 0.00 2.00 N 0 0 SB 0.00 2.00 N 0 0 INTERSECTION: Delay = 45.2 (sec /veh) 1985 HCM: SIGNALIZED INTERSECTIONS • SUMMARY REPORT ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** INTERSECTION Southcenter Boulevard /I terurban Avenue South AREA TYPE OTHER ANALYST T Miller DATE 12/17/89 TIME 7/1990 PM Peak Hour COMMENT With Homewood Suites GEOMETRY WB NB SB L 12.0 L 12.0 L 12.0 TR 12.0 T 12.0 T 12.0 12.0 TR 12.0 TR 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 ADJUSTME T FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE Y/N min T 0.90 0 N 0.0 3 0.90 0 N 0.0 3 0.90 0 N 0.0 3 0.90 0 N 0.0 3 SIGNAL SET INGS CYCLE LENGTH = 144.0 PH -1 PH -2 PH -3 PH -4 PH -1 PH -2 PH -3 PH -4 EB LT X NB LT X TH X TH X X RT X RT X X PD PD WB LT X SB LT X TH 0. X TH X X RT X RT X X PD PD GREEN 31.0 10.0 0.0 0.0 GREEN 35.0 38.0 5.0 0.0 YELLOW 5.0 5.0 0.0 0.0 YELLOW 5.0 5.0 5.0 0.0 LEVEL OF SERVICE LANE GRP. V/C G/C DEL Y LOS APP. DELAY APP. LOS EB L 0.421 0.229 36 4 D 35.0 D TR 0.040 0.229 27 9 D WB L 0.268 0.083 47 3 E 43.8 E TR 0.256 0.083 40 1 E NB L 1.149 0.257 135 2 F 49.5 E TR 0.618 0.556 14 4 B SB L 0.230 0.049 50 3 E 40.6 E TR 0.959 0.347 40 4 E V/C = 0.942 LOS = E • 1985 HCM: SIGNALIZE INTERSECTIONS SUMMARY REPORT • ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** INTERSECTION..I -405 SB Ramps /SW Grady Way /Interurban Avenue South AREA TYPE OTHER ANALYST T Miller DATE 12/17/89 TIME 7/1990 PM Peak Hour COMMENT Without Homewood Suites VOLUMES _ : GEOMETRY EB WE NB SB : EB WB NB SB LT 70 263 307 679 : L 12.0 L 12.0 L 12.0 L 12.0 TH 22 392 418 574 : T 12.0 T 12.0 T 12.0 T 12.0 RT 292 0 1 30 : R 12.0 12.0 TR 12.0 TR 12.0 RR 60 0 0 30 : 12.0 12.0 12.0 12.0 : 12.0 12.0 12.0 12.0 • : 12.0 12.0 12.0 12.0 ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE ( %) ( %) Y/N Nm Nb Y/N min T EB 0.00 2.00 N 0 0 0.90 0 N 0.0 3 WB 0.00 2.00 N 0 0 0.90 0 N 0.0 3 NB 0.00 2.00 N 0 0 0.90 0 N 0.0 3 SB 0.00 2.00 N 0 0 0.90 0 N 0.0 3 SIGNAL SETTINGS PH -1 PH -2 PH -3 PH -4 EB LT X NB LT TH X TH RT X RT PD PD WB LT X X SB LT X X TH X X TH X RT a X RT X PD PD GREEN 7.0 14.0 25.0 0.0 GREEN YELLOW 5.0 5.0 5.0 0.0 YELLOW CYCLE LENGTH = 151.0 PH -1 PH -2 PH -3 PH -4 X X X 28.0 22.0 25.0 0.0 5.0 5.0 5.0 0.0 LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 0.771 0.060 72.6 F 64.6 F T 0.077 0.179 33.3 D R 0.951 0.179 65.2 F WE L 0.931 0.185 69.9 F 49.7 B T 0.802 0.305 36.2 D NB L 1.014 0.199 87.8 F 60.5 F TR 0.767 0.179 41.4 E SB L 1.181 0.377 143.8 F 87.9 F TR 0.526 0.358 25.1 D INTERSECTION: Delay = 70.3 (sec /veh) V/C = 0.949 LOS = F (. -1985 HCM: SIGNALIZED INTERSECTIONS ' SUMMARY REPORT ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** INTERSECTION I -405 SB Ramps /SW Grady Way /Interurban Avenue South AREA TYPE OTHER I ANALYST T Miller DATE 12/17/89 TIME 7/1990 PM Peak Hour COMMENT With Homewood Suites VOLUMES • GEOMETRY EB WB NB SB : EB WB NB SB LT 75 263 307 681 : L 12.0 L 12.0 L 12.0 L 12.0 TH 22 392 424 581 : T 12.0 T 12.0 T 12.0 T 12.0 RT 292 0 1 37 : R 12.0 12.0 TR 12.0 TR 12.0 RR 60 0 0 30 : 12.0 12.0 12.0 12.0 : 12.0 12.0 12.0 12.0 • 12.0 12.0 12.0 12.0 ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE ( %) ( %) Y/N Nm Nb Y/N min T EB 0.00 2.00 N 0 0 0.90 0 N 0.0 3 WB . 0.00 2.00 N 0 0 0.90 0 N 0.0 3 NB 0.00 2.00 N 0 0 0.90 0 N 0.0 3 SB 0.00 2.00 N 0 0 0.90 0 N 0.0 3 SIGNAL SETTINGS CYCLE LENGTH = 160.0 PH -1 PH -2 PH -3 PH -4 PH -1 PH -2 PH -3 PH -4 EB LT X NB LT X TH X TH X RT X RT X PD PD WB LT X X SB LT X X TH X X TH X X RT X RT X X PD PD GREEN 7.0 14.0 29.0 0.0 GREEN 28.0 27.0 25.0 0.0 YELLOW 5.0 5.0 5.0 0.0 YELLOW 5.0 5.0 5.0 0.0 LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 0.875 0.056 93.8 F 62.4 F T 0.071 0.194 34.1 D R 0.877 0.194 55.0 E WB L 0.986 0.175 86.6 F 56.6 E T 0.782 0.313 36.5 D NB L 1.075 0.188 114.0 F 74.2 F TR 0.824 0.169 46.9 E SB L 1.153 0.387 128.9 F 79.9 F TR 0.523 0.369 25.8 D INTERSECTION: Delay = 71.6 (sec /veh) V/C = 0.951 LOS = F • LAWNSPK.MS LAWN SPRINKLING SYSTEM � \ l�� .""' ' \ units, multi-station as required. mable by inexperienced personnel. suitable for outdoor installation. be zncludeth LAWN SPRINKLER SYSTEM PAGE 1 Design, furnish and install - A sprinkling system for planting i and grass areas. Lawn Sprinkler Contractor shall design and install a sgstem to meet equipment criteria, hereinafter described, and to completely cover area indicated on the Drawings. Water falling on paved or otherwise unplanted areas shall be minimized; mater falling on pedestrian walks shall not be acceptable. System shall be automated type controlled by electrically-driven timer or timers and designed to limit water flow in order to min- imize pressure drop in incoming piping due to sprinkler system operation to maximum 5 psi. Controller(s) shall be located where indicated on the Drau Controll shall be solid state Units shall be easily program- Units shall be UL listed, The following features shall 20 Keg Programming Keyboard Digital Display, visible in daylight WP Steel CAse, with lock and two kegs Station Light, indicating watering station 9 Volt Battery for carry-over during power interruptions Circuit Breaker Provision for Rain Switch or Humidity Sensor Connection Each Station Independently Programmable Dual Programming, each with four cycles/station All programmed station to mater in sequence Weekly Schedule Programmable Power Surge (Lightning) Protection on 24 Volt Circuitry Underground distribution piping shall be PVC Schedule 40 solvent weld pipe with PVC fittings. Make up pipe with solvent/cement as recommended by pipe manufacturer. Solvent/cement shall have dif- ferent shading or color to aid in inspection of solvent melds Sprinkler heads shall be plastic. Heads in sodded areas shall be +" high pop type with 4" rise. Heads in shrub areas shall be monied on pipe risers, height as required. Taps to main runs / either type shall be made with semi ..... flexible polgethglene �uzog joint s iu prevt.nt damage to main runs. Pipe risers shall ue supported with steel stakes (#4 Re-bar or equal) driven to a depth of 16" in ground; tie to riser with nylon self-locking ties. LAWNSPK.MS LAWN SPRINKLER SYSTEM PAGE 2 Main system is to be flushed prior to installation of solenoid valves. Distribution system is to oe flushed prior to installa- tion of sprinkler heads. Flushing shall be thorough and main- tained until water runs clear. Valves shall be 24 volt electric solenoid valves, molded of glass reinforced nylon, flow control type. Valves shall be diaphragm activated, slow closing. Components of system shall be of following manufacturer, or ap- proved equal: Controllers Sprinkler Heads Valves - Rain Bird (ISE Controller) - Rain Bird or Toro - Rain Bird PE Series Contractor shall submit Shop Drawings and brochures per previous paragraph on submittals. Include all components .and piping � design. COPIES DATE NO. DESCRIPTION 7 4 Civil Engin -ering Plan Sheet 1 -4 7 13 Architect Plans Sheets A1.1, A2.1, A2.47A2.7, A2.9, A3.1, A3.3 -A3.6, A9.1, 7 1 Landscaping Plan, Sheet L -1 7 11 -16 -89 2 (7) Sets of Lawn Sprinkler System. 7 11 -16 -89 2 " " Letter Dimitri to City of Tukwila. 1 11 -16 -89 1 Letter Touma to Headley dated 11- 16 -89. DATE 11/16/89 JD 624 001 -891 ATTENTION Ms. Molly A. Headley RE : Homewood Suite Site WE ARE SENDING YOU XJ Attached ❑ Under separate cover via TOUMA ENGINEERS(. - 15668 West Valley Highway SEATTLE, WASHINGTON 98188 (206) 255.4100 TO City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 ❑ Shop drawings ❑ Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ THESE ARE TRANSMITTED as checked below: 6 For approval ❑ For your use XI As requested ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO CC Dimitri Demopulos PRODUCT 2404 � Inc. Wan. Wax. 01471. If enclosures are not as noted, kindly notify us at once. LIETTit OG T'GD kREE ]OTM, ❑ Samples the following items: ❑ Specifications ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Approved as noted ❑ Submit copies for distribution ❑ Returned for corrections ❑ Return corrected prints ?i OV 1G1989 SIGNED: Mounir "Tom" Touma, P.E., TOUMA ENGINEERS Ms. Molly A. Headley Assistant Planner City of Tukwila 6200 Southcenter Blvd Tukwila, WA 98188 RE: HOMEWOOD SUITE PROJECT Dear Ms. Headley: espectfu y, Mounir "TOM" Touma, P.E. cc: Dimitri Demopulos November 16, 1989 This is in response to our recent meeting and your letter identified as "Homewood Suite Application Requirements ". We are enclosing seven sets of architect and civil plans, and associated documents reflecting changes and additional information that you have requested in the above referenced letter. Items 1, 5 -8 are addressed in Dimitri Demopulos' letter dated November 16, 1989. In reference to items 2 -5, seven sets of civil drawings and related calculations are enclosed addressing the shoreline profiles along the entire river front, identifying the high water mark and the different building and river zone elevations. We are attaching a one set of King County Assessor map showing the Site and surrounding properties within 300 feet. I. understand that you have found the names and addresses of the surrounding properties which was forwarded to you during our earlier submittal. 15668 West Valley Highway • Seattle, Washington 98188 Phone: (206) 255 -4100 • Fax: (206) 255 -0945 1 NOV 16 1989 )lillill'I I.)eIIIOI)uk)..,, November 14, 1989 City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Re: Homewood Suites Application Requirements - Response Gentlemen: Item 1. Gross floor area 81,076 sq.ft. Lot size 3.12 acres Landscape coverage 38% Paved area 41% Building area 21% TV I G 19S9 Item S. Enclosed are all building plans and typical wall sections which shows the overall building dimensions and roof overhangs. The maximum ridge line height in the three -story building is 43' - above finish floor. Item 6. a) The landscape plan has been revised, the planting of trees along the riverfront at 30' 0.C. b) Landscape inlands have been added where possible and still maintain the required parking spaces. c) A note has been added to the landscape plan indicating that all landscaped area will be irrigated and the specification for the lawn sprinkler system has been included with this submittal. d) The plant material list has been revised to insure 90% cov- erage within 3 years. e) Shrub screening density has been increased along the river - front, the complete perimeter of the site as well as around parking areas. f) I am presently in the process of locating a Washington State Landscape Architect to review the landscape plans. Item 7. The exterior materials selected for this project is a high qual- ity product that will wear and age well in the northwest environ- ment. The wall material is a durable attractive plaster product and backup material to insure that no cracking occurs. The roof "Hoots. Blvd. `Shill. MO , •, ''. 1:3/7 t {3 `� )' I � I li u:�lult, f��.rl % f);3I ., 1.1 %r �5.1•t)O , I',1x UO'1.� . City of Tukwila November 14, 1989 Page 2 material is a heavy architectural grade composition shingle. The wall material will be finished in two warm tone colors with ceramic tile accents as indicated on the enclosed elevations. Item 8 The work "conceptual" does not indicate preliminary. These are completed contract documents ready for permitting and construc- tion. Sincerely Robert Nesbett RN:pk Enclosure C City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor Homewood Suite Application Requirements 1. Statistics: a. gross floor area(square feet) by use for any use other than apartments b. lot size and lot coverage calculations(% of coverage) for: 3V10 - landscape area - paved area (non- permeable surface) eto - building footprints 21 a10 2. Provide shoreline profiles for entire riverfrontage of site. - profile every 75 feet to include entire 200 ft. river zone: * elevations of all elements * designation and elevations of river and high impact zone environments * existing and proposed ground elevations - horizontal and vertical to be the same scale - minimum scale 1 " =20 ft. *- indicate all easements and rights -of way 3. Provide copy of King County Assessor's Map for site. V - indicate location of property on map ✓ - indicate properties within 300' radius ✓ - provide names and addresses of property owners within 300' radius 4. On all plans indicate: mean high water mark - river environment low impact zone high impact zone 5. Dimension buildings on plan to include maximum height, overhang and eave dimensions. 6. Revise landscaping plan to include: - show trail and maintenance road. Indicate how they will connect with adjacent properties. ✓ - trees along riverfront and along property lines planted 30 feet O.C. - revise parking to include: * deletion of paved surface within 40' river environment * provide landscape island every 10 parking spaces ✓ - indicate on plan that all landscaped areas will be irrigated ✓ - revise plant materials to ensure 90% ground cover within 3 years v/- dense shrub screening along trail and property lines r ° Homewood Suites Application Requirements Page 2 Sincerely, L idia-et - Molly SAt. Headley Assistant Planner 8. Delete "conceptual" in title of plans. All plans should be proposed as the final product. Please submit revised plans by 1989- The intention is to schedule your project for the December 14, 1989 Planning Commission meeting. Please call if you have any additional questions. and parking lots (minimum height 24 ") to consist of native riverfront plants(can be a combination of berming and plants) - demonstrate how swale and river environment will work with proposed landscape materials - review and approval by Washington State Landscape Architect 7. Revise designs of building to meet standards of quality of adjacent buildings and City requirements. Ensure coordination of architectural design elements with adjacent properties. )lil "111:1'1 D)eira)Didu,, /\I'cIl11C'c1`; November 14, 1989 City 'of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Re: Homewood Suites Application Requirements - Response Gentlemen: Item 1. Gross floor area 81,076 sq.ft. Lot size 3.12 acres Landscape coverage 38% Paved area 41% Building area 21% G 19B) Item 5. Enclosed are all building plans and typical wall sections which shows the overall building dimensions and roof overhangs. The maximum ridge line height in the three -story building is 43' -6" above finish floor. Item 6. a) The landscape plan has been revised, the planting of trees along the riverfront at 30' O.C. b) Landscape inlands have been added where possible and still maintain the required parking spaces. c) A note has been added to the landscape plan indicating that all landscaped area will be irrigated and the specification for the lawn sprinkler system has been included with this submittal. d) The plant material list has been revised to insure 90% cov- erage within 3 years. e) Shrub screening density has been increased along the river - front, the complete perimeter of the site as well as around parking areas. f) I am presently in the process of locating a Washington State Landscape Architect to review the landscape plans. Item 7. The exterior materials selected for this project is a high qual- ity product that will wear and age well in the northwest environ- ment. The wall material is a durable attractive plaster product and backup material to insure that no cracking occurs. The roof '. ',' ht.l;ora.) S(iu,tit II!vr,I. Suitt. iUlt 11(ivalon, fts\as 7703,±1 7 1.k/78i-0055 I'ax 13/783-0018 City of Tukwila .November 14, 1989 Page 2 Sincerely Robert Nesbett RN:pk Enclosure material is a heavy architectural grade composition shingle. The . wall material will be finished in two warm tone colors with ceramic tile accents as indicated on the enclosed elevations. Item 8. The work "conceptual" does not indicate preliminary. These are completed contract documents ready for permitting and construc- tion. ( < N G VD 477 v 100 `4R FLQ rAId�D/r$4) / U[_<c' R .GL. g o 0 o cF -ggNCH ■ - To E.. OF RIVER. 1 RfttireAN-g 10/(0,f1 `voNSTRU o P i ZAseroE 1 - . `z F viz. �Z 4/60 • - DriKERREA move P ELE.V. t"- I AIM I AEovs SP F Ed.. 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CO 114 era ■ ► ► l Sheet Notes , 1 ; \{ [ ! x Demopulos -1.r Ms II I I / I I I II r d d6dd Building No. E5 23 1 • i • I l HOME\ OOD SLT F_S 4 ° y0 % AOO•i_T<MOT& b .r . 1.011111.111114 `7L0 MOTELS a.... = .esi0�]RT.tOh.E�'i 17.: raC. 1 _ • . r i ' ( $ .. — MGM - a ^ - 11 I i i� � .. �I 1 1 i �I t +e ■ 1I I- _ 111- -- Building No.E5 - - - .. • • • 9 . ° 1 .......... • • i ray.. 1 ■ . llilll I E Is 0 ... ∎x , . bb bb b b I ,,_ A I Building No. E5 yr n.. . 7 • t � = �=_ S Demo u I h 1 r I — I+ ..... ffrir ra I,s .. is ! � I II > : E d d..C..As I dd - Building No. 8 11 I I Sneet 5 I , ^ I � 1 I HOMER OOD SUITES • Building No. ,. Khan.00.1 51 Manly Corcoran. .000520..:ITUS ....me • f iiiiii to 1 +r,-. - i..T t� IMO. �) Kiwi ��••�� ..w..ii,� r. I I I » —e F-- jam. I 1 I I 'mot r..SWIM . " 8 • 9 • . , 7 7 r 7 ,_. .., 4 / / Wail Ns., ifinediroo I .. I I I -- �C ( mum 1 I �� / - 'a!i w ' I �i + = wilding No. 8 7 »*b A 3.6 Sheet Notes A.frt... u., LL •••••• ala LL ti.. anLL Sta• wLL 1•d 1•M >t Mn tiv271 OM Suilding No•C5Seeond Floor lM J Utt F 0 0 0 n UM F IMF I ; - —6- 6 – sm G 7 S UM U t I F rwtll 1 x 1.1 Una II Una F ,Z • r3 i J '--1 w r 10 a of } f .n 0 ei Suldinc No.CSFust Floor l:r 7 L M 7 •0w7 2 7721. 7 • 2 ..•w • arar wM w.w. Mwr.N Mw. • ta••■nMtw.M 0000 Exterior WY IY..tw OW P MM tta. ' • 000 T r . :s 4.1Pl.. fbn WY ••••10•12 27207 0000 Corridor Separation Wall aw •r•au5 t Typical WY At Water Closets n....l ••••• •••••• a .M.Iw....l.ww Typical ntarior Partition Wad o. rM Mtwia.at� uatr . " xwtowt Wall Assemblies • r..- 2.0•11. • t • � .•l b.lww.... B I llr Oles Ow T rw.lw w" .w..w. Building No.ESSeeond Floor Suldine No 55 First Floor .. 0 0 I IZ W2F 1 j I < • aaz • v 1 ; • 1 ..T 27..77 Y a•. tT }. }..Y I � I u.2F 10 • 7 Sheet Notes .M Fl••■ .man. '.o at avad000r 14••• }a .l T.: 30l2 et Building Area O0 0 4 i Exterior Wall r.. .... ow Meow Ma NW O CG • Tenant al Separation W •...w w.. r••••e.ULnpe. 0000 • Corridor S.oarati n WI. uw a - p i a w pax Typical WM At Water Closets a..« a«w._,....r.... e..n 0 • Taie.L 4darlor ParttUon Was er r..:awauu poi" ^ O � 0oj1 Wall Assemblies L.O.M. r..-.... per s w w. T.. cra.. . I Ur.. Few Pram. lino moo.. 3 r r}M mama 704153•OS or gall, N HC) \ilk\, It )f) ,l TITS han '.c.ao\ *Oils Oinin ..O\r •\' �C. Oaln•INA.S PM RIM Impel Ma ..o. 7.1.1 liwy b .w... 00 A 2.6 .1. - • . • • r.C! • o . •f MT rn , art. ^ • - r SO . .17 J. . . .1. V el 0) (-, 6:I 1,-.-... F • ' Ili •...,1 ic 11 (11 ' •• :1 0 1:,',:', (1 . . . . •, .!;-.:,- i ll: , , r! 1 ,0: •1 • ' '' 1'1'1 P:ii 1 .1 1 1. I ti,, z 0.1ii .0 t ) :-. ' ;Hi' /I', I;r! VA ti• 41. CJ ci Lit • 1 1" • KT \ . ". ; I 1 1 I ^ ■ . • , OW' ILI) o _. I.- - I I ur: C.} I gib. 1111 I i �'' o f r -- JL d UM — a 4 DMA UM W[ IMIA Q.. UMA �• _ , = rr= u Q '° i z = L I S heet Notes r'. ll• 11 11 i .; O - le ID W.IA DMA Unit Ur[ UM i IMIA F. .... e.•au i.�.... u /� cr -- '""'"°w- HON [EV DOD Mae ••••" Si Tf E5 i - Building No. 4 Second Floor & Third ' J I ,...l.. .....w OM 2 1•0•41.000 SUM lam T. - Taag �,°''m urr.. a.rri.a Bolding Area tj 902¢C0 MOB Floor ... -- O O L -- O O 0 0 v 10 - - _ 0.+e•• D•VAa•[nr - C0.w•. e. "C. Da+e.e.r Q . . .. • •Y4' f iYT f .Y-. fY-. M .T _ . I 111�Iiltll,ll,ll. t 111It171/,111 i • 1 UrIO DMD ' 7 40 -- O _ i O �- -T— 7 r5---E l .l a" y �i f7111 lr - 0 ■� I _ — - Tenant Somme:a Wall UM [ u. [ UM ! DM it • . - _ • • Nat Mater I - ♦ = 1. I m F. ....r. .. e.A. a.. C. L We. awe. [' O O © t eom o.._ ... .. Mx . r n i 5 v ll ii • li ll I l e Il ii O „ •_ w ' Corr Swindon � 1 Wows W[ •....w owl ai aZ'. w arse a mamma I • l+ rn UM O ' A AC {.AL V t� YM[ � l DML - O 1 a -- I....or (`fl 1 S boon a••• low Ala.• l i . • Pala • ttrr arum. II■ r /wow rw A.._4 - _J _ Water Coasts A..�e • ` © AM D - -1 l O - - -- ' CMII [ - I t . Am.. O a.r...e. w.raa«.l..l 1 � , ". . • n Building No. 4 First Floor ... 7 Typical Interior Par in W ai.wwr•wes s... " °r~e Wall Assemblies 7 a.. 11. m I Derr 1 I A2.4 - v 1 Inc. .Daces x 112 ,12,•• ... «•..r. ZS ii �1 44 i Sheet Notes 5 Mr..ry Yom. r,i•. . i * _ M UMA UM[ UM[ UM[ 9 - I ! i i ! or s , -- — l i _ � w TOM .11.LL Samoa Mee Imre T•■ YIN Y. Ma ••• rr ammo, 227 her TM•aw. - ,tl,• LL SuBding Area 4 u.[A IM[ A DM [ UM [ UM [ HONIEWOOD . SUITES" 1 O 1 i J b , I I . , O O -; , I , I I suns HOTEL Fad M I ri p L. — L -_- L-- O O - - -1 ■ L - - - 10 Z o r O Building No. 2 Modified Second Floor & Third Floor O Q v n.. . .r - k 4 QQpo t M .,.r ..� ,.-• r. ..r I .,v ` mallvoinii 91_0 — ` — �; i 1 C k Exterior WY , r. a.O © Ns. ••34 UM - Q J y p GD O - - O :.. .. �... Tenant -Me •••••.•D•.l Da.. ••• • O(l O/1 V ; t L DM[ FE ■■ r : D.11[ wit DM[ I mo 1 6 D. do. � 1 , 7 u., s. t � UMW F a rA i:[aw a rev mes a, ' w• F ... y.at a Mr Tyme 10 ^ i 1 I I I b . I V: i� i i Cantlx II „ i ' 1t L +c' - O , ii ► I UM[ UM! O • . Y gm or k i a..L 1M. 01.11M0 a D..n ROM Km • -- C�1� I ) UM[ w.r.lr.,., u .w..0* 1 a 1 • 1,/r D....g• • in , OW •r..... * - . ' J --1 Typical Wag At Water Comas O 1� © f .F,__ UM D.IeD ; V 0 I ! � re OM „ .all in Partition Wag a. w. w.�ii aoi••r.a.... awn Wall Assembiias 1 s o. • • .0 V 0 V l • 3uldin4 No.2 codified Fast Floor 7 a.... I' A 2.9 E ••.,.,r Imlay PI ••• u.W..p Hb ■•• NOIONIHSVM 'VIIM�f)1 s 111: (I(xl\ IMII 38109•0 S 82 18•051, Sam 32 TOTAL 114 C0.0.812188.0,00.0 • PAR013 1 73 Iftn<101001A1 3 Covert as DOM. TOTAL 120 SRA Am. 3.12 44346 Draft 36.54 Unit. per Acts • 32 • 2 • 14 O 6 32 r.= 1.• • CONCEPTUAL SITE PLAN w_ t • Zn So ▪ _ f SEC TIC* A . • .141/C JOKE r • !V rFlt r• • 5 5EC•10II Dinitri Demopulos Inc. voirricrs .0 41 ." *a. 4 •44.0 7.11 Mew • Nem. Pal 1 .a. au" ioNiEwooD st TrEs TUKWILA. WASHINGTON re, 1 .a. One Orws31.1 SR.—, /4•111/1•1 CO. Wei • eTh N rt I Z 1 I Dinah • 1 I dl y IIi I Pr Ill!wl I _ q Inc �n __ 1.Y I134.00. Paw ras ; ( 1■ ■i ■ - ,. � �� ^ �_ Budding No. 1 North Elevation ,� 1 1 Al _ I II I 4 I_ 2 I I 4 I _ L 4 I . .1 .1 I I I ---...-—. 0 ° ,.__4 1 Building No.1 West Elevation ,,. 9 II III IHIllIllJllJiO1t r 1� ii� INff i 1i i iii'H .11 a ; ? I ,6 o .. / a 1iEIuI!Illllhii!i o uI T JL_ ■° _ o 1 f Bulking No. 1 South Elevation ,. T Baking No. 1 East Elevation ,,. 19 o.er v A3.1 I ( , pl ', I� L1 - _ � 1_ .a 1 h.. ■. I!ITh 1iui:11 11 __ 't . ■ ■.UU..l i i iui::! - 'ii�ll1M�I� /e� = o ,_2)1t4,..,r.,111.111:1,01114111101111.0.11:11..ra Ingo .. a. 1 1 . ....._1„all _ tl_, Biidig No. 4 East & West Elevation &tiding No. 2 North & South Baraboo o .I= i■uiiii piuriiiiiliiiiiiii■.II - 1 O • Boding No. 4 North Elevation 1 1 Sheet Notes • ,d.,.,......,,.. • _ I*. • INaut wit matt, ..... r. armee ▪ Twee • earn. OM MO —7* •16 M.2 •1 Plow Ir i9NIIliIOd[ thIithiu it ldi ifi N ll i►� alffillifila nu„�� iN anml a Im � ■ ■ I ■ ■ ■ ■ ■ • �� Iti N'Nti INM Butiq No. 5 West Elevation .. o a •o l, II (I 1 • O 1 !PALM' 11 . 1 ..i111li li� 1a�u1h�. Ili 1111111 l . II II I I I 1 . 41 num minimi mml Iuuiiiiiii i miimii� II � ' �� ' i li ` � ■ ■ ■ ■ Iititiiiii ■ ■ ■ ■ 111111 NN'NN� M lNN'N■ •■• Sheet Notes HOMEWOOD MIES TUKWILA. WASHINGTON 1.11 Ter ..Its 5 Float Plow s e V — aI Ai mono — al 1 s norm waft MIA WON 111.111 u — NOJ. ISYM 'V MWI1 SallfIS MOAN 31110H LAW. IMPS 110MOMI17 111.117.0 '3 4 PA sagON >IS vashraw rNl 11 1 IL 1111111 1111::11-2" i :i�u!::ii ■ a,u 11111 : • 11E1111 `i.��/ NNNNNNt :NMI II MLA P ...n. nuns OO �11111111 181 111 i 1, U 3seM R 3se3 B oN 6uFliB �^ mouse 4HoN s'ow amine "' uo!eAa13 tanoS s'v a SIB 23 Bolding No. 3 West Elevation Bolding No. 3 North Elevation .. 9 8uldig No. 3 South Elevation .T 7 1. -Isom r. • ...raill.. 1 NMI r..MM a ___rwr. ▪ • 1 1 Sheet Notes Onto Denoptios Inc o r.a.•aoa.•.r sr MET V. Mien nnaf. #r law S 714441•411 Ow. 44 7.3 elm EHOMEUOOD SUITES TU(WLA, WASHINGTON ..m. No now Mow= 3o. Mb u a. No. 3 e.u3r. "Th 40.1.ass SAO • — 0.•-•••••1 Soma., 2.11,1•01a oar sm. !Sart. 0•11•12SPI• ▪ sea. • ••••••M' 4.1.• sures Plaws.viss• •MPIZIPI■ liaLms sa ✓ I •••■•111 11•Soos. esil•••• OD my, Om= ••••••••• • •■•• lissossull mate/a •■•••••■• a••••• la ••■••• 11.• • —•`• •1211.2•S [wars Japsa••■• esmalial• 2•••••••■ alwassisavalea ISacars•aatoir as al pm. 77 11214-41. 4 s ::.:■ ' ' "' "'" 21111=1• A -LS-A "". 2.1.• lba. 10..• ..1-Mn• 2.2 ...... 7 . 7.7%7 ..... P.• LYS 2 AI ssa • a of sp • are am am som.P. lelf TIP a2 OEM c ss • Pa P s 21113 ..$0 • train • =WM./IL • 4•1••■•• elia-VIONSSMS P 2 • n C.P. m an ap d e A311 Ar r ia l te et Slassaas.s. 2.2.11 S 12 • I • Pt ..alaltErS mga. 74,7 ls ,as .■ 70,110. HOMEWOOD SUITES TUKWLA. WASHINGTON ••■••■■ Pas Date Onovss. hsi:L P f!.. H f , L+P.st s G LA D We.272 , 4' a.hf6EL r ef`: C Lin W/ Woc ' c� GCFNEFh Ou11INC q Cu J II 4" TtiICK CO oN QRAG6 ION AT CONDENSING UNIT SCREEN 2 " I ' _ 0 " 1 fl ••-ti 1v DUMPSTER ENCLOSURE 1/4' °1' -0' vERTtc1.1- —Of O VtLT WD. GLAD- *. 5Q x ' /4 "THI6K POST LATGH W /PADtco<— ie/v'f DUTY PlvoT tItAY,G weLAeD To rover AND FRAME -MIN 3 PAIRS , P- 0At✓'7 TYP. WD. FenJce COIJ<s('N 2xb' WO Top fWL - 5HoWN DA5IIE0 t, • SEE SECTION BELOW t co •Q AWL 7utbe ETC rttw.e FULLY wELDeL7. w/ 5&6 ILO o AND CWITB Tu W O 5tOIN6 TO M^TG• ffuuLDING ON 2. X WO IO ,e'45 5 AT _' -o" o•c. Co•TRK1TOR. OP7 uat4 : 64Te. ri Avv.E N.AY 6t: Gogort. 1110 Cr f" 5CJ• WWno CRM�IN6: , FbETSWILt RFI/WN 9 M AG Tt'rAll ITEPEO AT CARNEr,.S) • - PG 'MEANIE t • wrx SIOING -- TOP of PAVII•G 0 L J 11(---NOLO ;I I VG UNIT SCREEN O 4" THcK ON 6RAOE 2" I' - 0" 12 L II i C ONCSIJJlxlro UNIT --1 I II I I! R ENCLOSURE • -WD. 6e? x V4- "TNIGK P06 LATCR W /PADVX.AC - - genVy- DUTY PIVOT ?' NIISO we:LOeD; To melt AND FRAMO - :5 PAIRS" `..' P • Ft ∎ eZne∎ei 1, ; VAC SEE BELOW BELOW • 4 1 1 — 111 I Co vase 4' SQ MTL Ube Ge■TG r'R&N.e fUU.Y v�el.c i7 w/ 5A6 ROP AND CeNTfR TupI B UC,KL. \AkZO SIDING To MATc ? uU- Dlr3Ca ON 1. X we) 71'it EMt7p.�r r • 1 2 $r WO CO SIOING � VF PAvI rG ToP I I Q E— --- 2x2" W0 ATTICE f � I \f I 1�� M i, _� AnID CO tx w a 6Artly eKGEE QS -o" [set EtavAxia4_' ION AT CONDENSING UNIT SCREEN Q AC 11 CMITEKEo A-j cogveC.S) -IxG 'TREATED FUS1 0 N Co M IL. WOOD yIOINro To MATCH N 2 , WO SrJO rRArAln* STUD ' ® 21• " 0.0. 0 0 N LAT1 0 NOT TO ° •<le i,rr= 7f�II1cAr _ -- Ii17� w_n e (2xr2's) St ENTRY GATE 1 /4'a' -O' V. C SL rcK ie cSL "( GIV.4 - oE er re/•R. ,4, awe SICE c .sCeuer, UrTu Ne c cc. CUF nEc 2' -S IN 11-0.4 Palma o.•...+« • 82 SAW air 33 TOTAL 114 •41.722 04804 as I040.87•41 3 Cowin 2• 24.021 TOTAL 720 at A11 3.22 Amos O•.•2 3854 01 An. A 22 • 2 C 14 o • c 22. f 22 M • e i^1UG -16 -1989 08/18/89 15:17, a 318 352 5093 Safari mgt. CO. 02 23:00 FROM I. i M I TR I D5MOPULOSr I Fdc_ TO :: �,� :: {Ri TAF : ; , ,•• r •.o-�(,'t.�i:'.j},�. '�� v� �.� , .�4'�v:��;'(�. i. ,l� �. �s;.�i ��'•� ...C. ., > !s �• • . <.., t ..f e ; t� +) nH: �,°� a' :.. :�r' '' s•: ».;• >) >:.:: . •' f fr Z { f � ' ' f ytu . N: :y: an . , ... ' ° >:. • . y�• ,, r , , . 'r : ;•: .>.5;.. :tr :Rl'"` ,.n' rte, st !:..::rf.: le i�trmber� r� 4 • Y L.:t '_` .. f S ': f ? .... !f•.�� l.p 4 1. BRIEFLY DESCRIBE YOUR PROPOSAL: 2. PROD CT LOCATION: (Give street address or, if vacant, indicate lot(s), block, and subdivision; or tax lot number, access street, and nearest intersection) 3. APPLICANT :* Name:,_ Address: Phone: Quarter: Section; Township: Range : Signature: * The applicant is the person whom the staff w7 � +. _> r ng the application, and to whom all notices anc repvr4s shrill be tent, unless otherwise stipulated by applicant. 4. PROPERTY Name: OWNER Address; I /WE,Csignature(s)2 11"111111 ems" swear that we . e u wner s pr contract purchaser s 0 -na property involved in this application and that the foregoing statements and answers contained in this application are true and correct to the best of my /our n knowledge and belief. Dater 1,,i 57 /4 /9-S ■ • 1 319 3525093 P.02 DESIGN REVIEW APPLICATION (This information may be found on your tax statement.) AFFIDAVIT OF OWNERSHIP Date: t1\ L -\ 1. BRIEFLY DESCRIBE YOUR PROPOSAL: Homewood Suites, an extended stay hotel, 4 buildings ranging from 3 stories to (story on a 3.12 acre site. 2. PROJECT LOCATION: (Give street address or, if vacant, indicate lot(s), block, and subdivision; or tax lot number, access street, and nearest intersection) Lots 31 and 32 of Interurban addition to Seattle. Quarter: 3. APPLICANT :* Name: Signature: 4. PROPERTY Name: OWNER DESIGN REVIEW APPLICATION Address:P• 0 . Section: 24 Township: 23N Range: 4ENM (This information may be found on your tax statement.) Robert Nesbett Address: 7277 Regency Square Blvd., Suite 100 Houston, TX / /U.% Phone: (713) 783 - 0055 °�"� ! = . �� ! Dimension Development Co., Inc. Phone: (318) 352 -8238 AFFIDAVIT OF OWNERSHIP Date:August 14, 1989 * The applicant is the person whom the staff will contact regarding the application, and to whom all notices and reports shall be sent, unless otherwise stipulated by applicant. Box 795; 200 Front Street, Natchitoches, LA 71458 I /WE,[signature(s)] swear that I /we are the owner(s) or contract purchaser(s) of the property involved in this application and that the foregoing statements and answers contained in this application are true and correct to the best of my /our knowledge and belief. Date: August 18, 1989 5. RELATIONSHIP OF STRUCTURE TO SITE DESIGN REVIEW APPLICATION Page 2 The following criteria will be used by the BAR in its decision - making on your proposed project. Please carefully review the criteria, respond to each cri- terion (if appropriate), and describe how your plans and elevations meet the criteria. If the space provided for response is insufficient, use extra space on last page or use blank paper to complete response and attach to this form. A. The site should be planned to accomplish a desirable transition with the streetscape and to provide for adequate landscaping, and pedestrian movement. B. Parking and service areas should be located, designed, and screened to moderate the visual impact of large paved areas. C. The height and scale of each building should be considered in relation to it site. RESPONSE: A. All drives & streets are bordered with planted area & walks. There is extensive landscaping & hard surfacedJwalks which are provided throughout the develop - mPnf _ as B. Drives & parking areas are screened & bordered with plants. & trees. C. Views to the river were considered in the design & placement of buildings • . . I - . • . 6. RELATIONSHIP OF STRUCTURE AND SITE TO ADJOINING AREA A. Harmony in texture, lines, and masses is encouraged. B. Appropriate landscape transition to adjoining properties should be provided. C. Public buildings and structures should be consistent with the estab- lished neighborhood character. D. Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged. E. Compatibility of on -site vehicular circulation with street circulation should be encouraged. A. The project is residential in character, as indicated by the use of RESPONSE: plaster exterior walls, sloping roof, & warm colors. B. A 5' wide landscaped transition is provided around the entire site. C Be• Tfem D. Parking is provided immediately adjacent to each unit. E. Connection to the public street is provided only at one location near the entry. 7. LANDSCAPE AND SITE TREATMENT ..' DESIGN REVIEW APPLICATION Page 3 A. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized and preserved and enhanced. B. Grades of walks, parking spaces, terraces, and other paved areas should promote safety and provide an inviting and stable appearance. C. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade. D. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken. E. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged. F. Screening of service yards, and other places which tend to be un- sightly, should be accomplished by use of walls, fencing, planting or combinations of these. Screening should be effective in winter and summer. G. In areas where general planting will not prosper, other materials such as fences, walls, and pavings of wood, brick, stone, or gravel may be used. H. Exterior lighting, when used, should enhance the building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. A. The existing gentle changes in grades will be continued. RESPONSE: B. Gracie changes along walks will be gradual and will handicap accessible. C. Me feel the landscape as designed does enhance architectural features acid will provide appropriate shade. D. All paved areas are bordered by a 5' wide planted area. arc,aa arc Gc'rc,c,nc,ri with solid enclosures built of the same material as the buildings. F. General exterior lighting will be done with metal haylide. The fixture design will relate to the architectural character of the buildings. 8. BUILDING DESIGN A. Architectural style is not restricted, evaluation of a project should be based on quality of its design and relationship to surroundings. B. Buildings should be to appropriate scale and be in harmony with per- manent neighboring developments. C. Building components - such as windows, doors, eaves, and parapets - should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure. D. Colors should be harmonious, with bright or brilliant colors used only for accent. E. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view. F. Exterior lighting should be part of the architectural concept. Fix- tures, standards and all exposed accessories should be harmonious with building design. G. Monotony of design in single or multiple buildings projects should be avoided. Variety of detail, form, and siting should be used to provide visual interest. RESPONSE• We feel the enclosed rendering speaks to this item. project in mind. G. Re: Item A DESIGN REVIEW APPLICATION Page 4 B. Re: Item A C. Windows will be high quality insulated vinyl -clad single hung units. D. No bright colors will be used. The r -of will be a standing seam type in a soft warm grey. Exterior walls will be in warm tones of beige or greys. E. All mechanical equipment will be screened with permanent enclosures. F. Light fixtures will be selected with the traditional character of the 9. MISCELLANEOUS STRUCTURES AND STREET FURNITURE same materials as the main buildings. INTERURBAN SPECIAL REVIEW DISTRICT adverse effect on public recreational facilities. DESIGN REVIEW APPLICATION Page 5 A. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and pro- portions should be to scale. B. Lighting in connection with miscellaneous structures and street furni- ture should meet the guidelines applicable to site, landscape and buildings. RESPONSE: A. The Gazebos will be designed with the same care and will use the B. Lighting for these structures will be of the same 'high quality as is used for general lighting. The following six criteria are used in the special review of the Interurban area in order to manage the development of this area, to upgrade its general appear- ance, to provide incentives for compatible uses, to recognize and to capitalize on the benefits to the area of the amenities including the Green River and nearby recreational facilities, to encourage development of more people- oriented use, and to provide for development incentives that will help to spur growth. Please describe how your proposed development relates to the goals for this District. Use additional response space, if necessary. 10. The proposed development design should be sensitive to the natural amenities of the area. I have attemped to take advantage of the River views afforded by this site building placements that will permit most units to have a view to the River. 11. The proposed development use should demonstrate due regard for the use and enjoyment of public recreational areas and facilities. This project is residential in character and should not create any - UESIGN REVIEW APPLICATION Page 6 12. The proposed development should provide for safe and convenient on -site pedestrian circulation. The project is designed so that all vehicular traffic is restricted to the perimeter with interior left open for pedestrian circulation. 13. The proposed property use should be compatible with neighboring uses and complementary to the district in which it is located. As has been noted,the development is low rise, 1 -3 stories and residential in design. 14. The proposed development should seek to minimize significant adverse environmental impacts. The project will have no adverse environmental impacts. 15. The proposed development should demonstrate due regard for significant historical features in the area. There are no significant historical features in this area. (29 /DSGN.APP1 -3) Vz 5 • ..4 " p • 4 1 0;944: 4„, Ist j . ■ila • „1,,, e)t,4,4 ' '4, s , ••v "‘' $ " • 4, • ,,, ti ;fY " ±)4!; m •w : y •S :.: % :�,�'xl , •r.. to-: ;'} ", jjpi �� . wsyri , 4 0.,• ta. u•t �.... a., y �. A / / / / 7 I •1 / I / . `\Se FO nt'•fol IfXr �!A I° .w�`` ti I t `` Ctt / 'W'1g A � G 4 row d cc' I / a1' �� B ' IIII T 7 97S S \ / /e PC \ 2 \ 7901\3;, 037::::. �q• \ Mq - \ �UNgK ER�S INTE�I3U 2 \*/ �� 1 VAC N / \ s1 d tt ft ItP\ �.181 VOL. " 1 4/4 , � t Al \ v � pd �I } O W ry p � . � °' \ h " q m '�f Jour ukwllo cc � \ � � t / Do 21. .t.:..,,.,4 \ e '' � / �\ °. 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" ? •. ." r i a L, + .,:}t• .f' 9 +4 i18 "rArFl•iJ ?$�`3eh! . ?1 'Yf#o""• "gv} �� "'f�'w.6 st Ye � �:"!'iq "tu"r. Ry fi , *t ) 7Y i..: }..r^ ^il• :k�Lri "•a`�{,d... 2.IF Je"w;..- .r�'J" ; � %"5L1. "`';1 ,r - � 3 OX IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII1 II II II IIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIil I iIl1 I , I I !IIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIII . 0 4••"• 1 9 3 4 5 6 7 8 9 10 11 .......ter 12 IF THIS MICROFILMED DOCUMENT IS LESS 0 CLEAR THAN THIS NOTICE, IT IS DUE TO OE 6z se Le YZ Sz oz CZ zz tz OTHE QUALITY OF THE ORIGINAL DOCUMENT■l 6, o c 9, s ' C z I ^•,• o I....I I....I.. _1 I.... I.. ....... I.... i.... I........ 1......... I.... 1.... l..:.}.... I.... I.: a- rr..- tr.- t ... 1.... r: l....}.... I....}.... I.... 1.... I.... i.... I:... i.... I.... i.... I.... I.. C :.I... i.... .... 1. l ........ . l ... .}.... }....I Tl 4 , is 0. F IN ISH N FLOOR . • , BERGLASS 'SHINGLES , • ( TYP. ), • . ir. 4. f. ; - '4•Z "."- . . . . ..• • • • vationa • •••••: •• • e PLATE R WALL. :6406,18L • • PRECAST' CONC 'ciEcoRAT: NiE 'COLUMN • F IBERGLASS S.1I NGLES U:U •IJ 4 1-14 U U U U U U 4U U. U U• 4U U;:d U4..U,L1 U.. UU.. U U U fl cti '•.: . ,, • . • , ' • • - .2, r . .' • ".f. • • „ , • •.', .1. •••'••••••••-••• • • ''' ;- •‘• • • • •• • • • • . • . • . . - . . „. „ , , • • :• ' ' • ' 44 ' " • : • . . : . ," , • ' ' • " • • - • ••-• ''' '• •••••.,, ' 'i$ LESS CL EARarTHAW ThIS Iz CTh 0 ""°' 1 7 3 " i C lu_I I ' I I I I I ' I I I I I II I I I I I I I II I I I I I I I I1I. .I I I I I ' I ) I I j I I 'I I j I I ' I I I I I I I ' I I I ' I I j I I I I I I I I I I I I I I j I I I I 'I' .6 . ......7 . \ • .a 9 • 10 • 11N^:.1 MEETING ROOM SPLI.SH8LO : W 0 • 23'-5 2O V STORAG P1OTE 1 • 1 REPROOF ING: POR COLLLUS SI4ALL BE . .. II4OURATEDULOESIGNiULX-6i5 P 1 REPROOf! 1 NG POR. 5EAMS 8UALL BE 1 1401JR RATED UL. REPORT 8-2-14 ALBI CLAD 5116 T 1.7/8" /e . • — 3/8" i.aI-cLinieoo •. APPLIED OVERGALV. .• STEEL IESH PER UL X-615 DESIGN FOR • 141R FIRE RATIN : MAY 3 0.1991 CITY;UFTUVVI P DEPT : - 3/8' ALBI-CLAD 1800 APPL 1 ED OVER GALV. .STEEL MESH PER UL X-415 DESIGN FOR I-N FIRE RATING 7 its. t •' • ' • . • • • . -r , •.• • • •• ••••••-•• : . • : : • :. , ; • • ' ' .: : - : • • ' •. • r • 1 •' . '. : • ' .•• • 1; ,•• :! •; • • , •• , • • ,• : • • . • • •: • • • , • • '• ••••;, • p 3 ••:• • :CONSULTANTS: • •( .• . : :; a. • •. • •,•• • ' •'• REVISIONS 4 DESCRulY!ON &h OENERALRV 12 DEC 9 *I4 GENERAL REV 01` =` J ` • 1I ADV 15 16 VE8 go OMIT WINDHS 28 MAR O • ': •! )4 2 . •'':;:.: •: •: : • • • : . : . • ••••• . : ,• 6 • • • • . •: .. •: • •PROJECT TITLE • HOMEWOOP SIJITES� ' • 0 8 1a eon■ • .0 • : • • : ...: • SHEETTITLE :FLOOR PLANS MAIN CAD I.D. NO uv-o2-7 PROJECT NO: SHEET NO.; SCALE \2 1/8 • • ." ; ••: ; DRAWN: •. . . :. S s ,+C ` ;a�,Yl, + Lg P,}r"� 'fit` 3`ir . ? rig•' ;•,ti `'•aS�Y¢�. +i}I'� +�i ��'�t l l ? ,' r t'r73 } } + ( c rlit)i� f- Nlivd =$ f , 3: �i' i �-!`.' �- s,I�•7� \IS(,�:�i% '�[•i#il.� :1, . •■ •••••n. - ....,•7",:-- .•-.. -•• .....7 .", ,. - I..•-_'_. -• „•.. • nIR7A_ l - � � �(qK S RLC • . F RUIN 14 6 1 ) ,( Pe � HYH C R11 7 ® ST • ' AN ' FA '. :� :''OROUNDCOVERS (A:. Beds -tae plan) cOlk i MAPAISmm2a•G, A,U 16 AUF 33 AP 12 ASR 11 aJ 4 CU . 34 GOA 17 CK R FR 12 pA 9 'PSA 75 Pw 17 PS 44 PIc Okra' Oland.. Datpll : NATURAL ” ' VEG'N ' TO ' . REMA / /y dl!1 • �1��1 r►1 .s4 f1. \/L�t ::!4 � 7 T�' ^�d �? YTS �� ..d �T _ �. � aFr� �ey�amw,r,,�psaa.. R.62 ....., • �� 4alla a>-4M t'ast � �' IIO1,rD1: „ •�ia�t>��a�f E• , , ' air a 0101 IC ':�: �• �. Sri: - ...I: 110..101. I� •, 4 �. ! a,��1�.r0 . j . . ,1 n el Al. C A u • • 1 A r ,:rl f' 1WO t i,® ti .: r :;: R • • /C04 • 7• .� Ya a I ►4 %,:..'A A7L1T(lYL1'd1LI •'slw ,:_ Fa�J _row . l imewelAa41m1a1n1.41r siewl MAN ,•"°"_ . °.� di �*u.ti'e►'tt:!' �IIi 1'/Iar AA :`!Il- ..•AEI ..l-"6' . �� It _ L O 7 : i 'u au u Hasa, i.. . • e..•. I:"/ •. a a.".• wa ."...�w i- ` - �I \II ■I,l al •ut.p.YAr g 4►.1''/J'�!ll�l�e+l:la n , ,r`.. .o�4Llc •C /s/ .r+. 1 .• 7 Aj I • sac7A►4.••1 •I• 0, K 1 pr,1q mla� w ® . Stir v3 imp C elrl�iia�i , .9TPy R SM is fit rif/S SNvsr O.. YR, F a o dP.. . n.•. elevation b b : the–II d by Proect< ; t•' ginger. " .Trees: and Shrubs shall s;be.pla tad' in floodpl , • ,p ;•pd his area. as specified 4o erosion, Contractor : ' .1vradiu t plant material itiee. as-necessary, shoul.d ,1 i. cRur;.. • . a I. `a: :JL., el I :. . 7• !f '}� ).A.A11.77•7 1111 :: l ] i4}_• a_1 S. ..:J d rrow snow, QUANTITY BOTANICAL NAME COMMON NAME � ' . CONTRACTOR TO SUPPLY:AND;1PERMIINENTLY INSTALL • I , leWO I2) 'IpIKDER1rORM. HENC}1ES MODEL N0.2120 -6 4I1,B,$TORA`PION pERIES... ON CONCRETE PADS 6" THICK S 7' X,3A.. ..LA 'TO , LOCATE IN FIELD. ApeR PLATANOIORS •DEBRA• DEBRA NORWAY MAPLE 2" Cal i1CRR OINNALA •FLAME• AMUR MAPLE •PLANE• 11/2" CAL. • 'aCER PALMATUM JAPANESE MAPLE 11/4• ACER SACCHARINUM •REGENCY• SUGAR MAPLE 11/2• • BRTULA JACQUEMONTII WHITE BIRCH 11/2• CEDRUS DEODORA DEODAR CEDAR 7' -B' Full Shape CEDRUS DEODORA AUREA GOLDEN DEODAR CEDAR 7' -8' • " KOUSA DOGWOOD 7• -8' RAYWDOD ASH 11/4 AMON° PLO. CHERRY 13/4• • AMANOOAWA COLUMNAR uneasy 11/2 WHITCOMBI FLO. CHERRY 11/2• SCOTCH PINE 7' -8• ,.REDSPIRE FLO. PEAR 11/2• WESTERN HEMLOCK 6' -8' CORNUS KOUSA PRAX1NUS RAYWOOD• PRUNUS AKEBONO PRUNUS •AMANOOAWA PRUNUS WHITCOMBI . PINGS SYLVESTRIS PYRUS REDSPIRE 18 TSUOA HETBROPHYLLA 1 . H'I per plan HEDERA HELIX AMY • " • VARIEOATA .AJUOA • MIUOA REPTANS VARIEOATA 32 AZALEA IIINO CRIMSON .HIND CRIMSON AZALEA 15 " -18" 64 CORNUS STOLONIFERA FLAVIEAMEA YELLOW TWIG DOGWOOD 1 gal. 48 CYTISUS •NOONL30HT• MOONLIGHT ROOM 2gal 46 MAIIONIA AOUYFOLIUM OREGON GRAPE . 5gal 60 • PHOTINIA OLABSA .SAME Sgal ' 227 PHOTINIA•PRAZBRI SAME 5ga1 115 PIERIS JAPONICA FLAME OF THE FOREST SAME 5ga1 29 RIDES SANOOINEUM PINK WINTER CURRENT Igal 51 RHODODENDRON COTTON CANDY SANE 21• -24• 23 LENS CAMEO SAME 21• -24• 77 ANNA ROSE WHITNEY SAME 24 " -30• 3 . PJM SAME 21• -24• 3 JEAN MARIE DE MONTAGUE SAME 21• -24• 20 HALF DAN LEM SAME 24 16 VIRGINIA RICHARDS SAME 21• -24• 44 UNIQUE SANE 21• -24• 62 SPIRE?. THUNBEROII SPIREA 2ga1 48 THUJA PYRAMIDAL'S PYRAMIDAL ARBORVITAE 5' ENGLISH IVY(15• on.) 21/4 VARIEGATED IVY • • CARPET BUGLE 'VARIEGATED • Tree Plaiting Detail y +� L} : \ � tt� +�.1, . �� .s fag ii�r�`.7 Il'4$rp •.? r ��A•.,,• .r. < ; N i t rr �'.i..: e��"1 ��b� N } � OVED?' ITIALS ORm titsma anila114RY ' 1. Contractor to verify the location all all btilities prior to beginning. work. 2..Vta(t the site prior to bidding. The contractors bid shall be bailed upon thld . requtreaent.•• The contractors bid shall show unit prices for all ▪ itene•ot.rork,'(baeis for adding and subtracting from the contract) 1.3. Notes all utility vaults, garbage areas, mechanical equipment facilities, . etc. shall be screened with.plants. LA shall coordinate any site changes. 4•.Tho contractor will supply all plant materials in quantities sufficient to complete the planting 'shown on the drawings. 5. All „plants ahall'be' healthy, well shaped, true species, representatives, E conforming to AAN standards. The LA reserves the right to reject plant • materials and to maks substitutions: 1 '6. The LA shall approve planting times and locations. Contractor to deliver ▪ , representative' plants to the Licit requested. • , 7. A111planting techniques pall conform to industry standards. plants shall, • .be•prunsd after planttng•as directed by LA. I . 6. Root bound plants Mill be reiect44. Root wrapping shall be removed. if I l .L': directed by LA.' ,Q. plants e'hall not be allowed to .dry out.• Treat•wlth,an anti desaicant if :',directed by LA. An approved transplant compound ehall applied to all -: planter .1Qj 11'piants and Stakes shall be set plumb. Stake all trees with two +, ,.hallos as specified. LA reserves he right to allow one ptaks for smaller` Contact LA prior to biddin 11 shall be utilizing an-LA approved planting'mix. • 'a • • De ` ; epr'inkler system. The LA sha11 approve all irrigation system components,' ''.1 .pVPeucte, installation methodelogy An automatic clock•ehall be . ...lied and installed by the.cgatractor. The clock lgcatign'(in SLOG) to : by the owner. The oirngr•will pay_for all permite,•and'hookup 1 Chi)rgee. The coatractbr to supply the rest. . . 14. of • plant count discrepancies the plan shall gpvern. ,1 ,..Thecontractot.ehall notify the pt iamediateiyregarding site'diacrepancies. 1 „_ }punted areas•ehell receive 2•'apprevp4 medium bark mulch. • •i .? River Natural Area the edge of the. disturbed• vegetation (blackberries 'sedominantlyf ihall•be pruned to have a,natur4l•'appearance. 1,fh...i' control grass area along the river shall: be smooth graded iock approv e area shall uaing lieS andard lawn equipment. The ; . Maintain . }hrough•one:moving.. • AA ; plants shal be guaranteed for opq.ye ' f . r e keiRraaion control.lpvn'mix shall be equal to'Briargreen'Erosion Control "i.ti . /;Seed mix. Seed at the rate' Of 6 104 pee 100q Sp."?t', 2000 lba.of mulch '6' perAcre. Standard hydroeeeding mptho&. Reseed any'thin,areae. Apply ' :�!•,' .lo -20 -20 tern tier at 400 lba per{ acre. Reppeat application in 4 weeks, . .. I; l ;; with Same' fertilizer cont i/Z slow .releese. comporient. • . i s1;," i � 2 A ll: . • l Rapaat• applic pants,;shalt'bo ation'in fertili zed veake. ( ab•the.tine pf'p , entibq v } UA'ppprovad` s-.Lb. m x iii•'' inV of .gceptancs, all planting arnee�7a!)al1 be neath.clgAn and.tree 23. 800 �p tE COIOIRRCIALyyY 0 OES OLOR,OUIS/IYFOR )•AY. f CQ C{ WITH'ACCIPTAelt T8?.CR ST WDUDi. •L aP PuQYt: F 4 +.I.AWt'AEEI4STe sa: MOIIbDID'Vol Yltg INTRWT,; � is 24' 9UP.,li61g11� { 2T' O C ptanCe a in all plants at time of planting and keep properly moist until final L .T))e:contractor, shall i natal!•a contractor s i gn -C one tract” automatic TO REMA /N /P8A_' 1 1 A • dis :40: �P✓FF 4AP 4RCC • } ►TCIIAttAr .n•%►TQlrn7S. nTis! f* i �. �� P✓FF t • CIO 10P rj ARIZ 4; //II 7ty \Ir 11 r' TPy RARW 6RV '.. tvcso...41.01 MEW 17 ItAridi,tit 4 hur �v v=ia ar "Ns�vi _en 5..,� v esa� ►I _� ® ice_ <. �1 � , ;.v `°®� ®, ®® /�R/F, ti /•- . �� `fir 3.D. ili t :: p ��qp II ► ��. 1 — % �.; a►�•::•! ' . . In.• f1 .. or A•Q17 ' . [ �r�T.[.I r .; ... : f.1 4 ;. - • ' 1" ° " �� '" a� I t �• ei � j 1 1: 3R/FF ii < , I ► e ,.a.�rl� C • eM �! CLEAR' �'NAN HIS ;NOTICE,' 11'� aI b.UET! T#I .SI �ITY��OF',TEE::'ORIGINALRDOC (I(11�� II1111tIll111ll11arallI MITI ll11i)1)�)1l 111ilit 1 • ,1Y. � i115 f . 0:. �ijilili� !I!j!li��l!I!I!��i�l!I! ! I! I! I��! Iilili�iil!J! I�j4Nl�l !I III III !I !I!I!I I!� ll}U�E> I• _ 8, ... 9 10 11 W211"61"" . 12: : I. El- . _ e. C•:I: t rrow I i1C9He.. , say - _ , 'f%¢- ''° �'•'s"'1Ay�); '. %3 ". ^'::�r 5i_' '�I "f • aP . • ry \ate kg ■ +"YW+' ! t� PP . I I abtc nVr . pI d s- ®, .1. d> d � 1' W g+ :�� SL" � "a � > 447 I1 \ • ° ki �' °' i Vp AAA ii 181511 Ct 1\ Orr amento/ Plant/ RIVER WALK • . PERMIT CENTER ilanYAISom WA, Plant Materials List SYMROI. QUANTITY 'BOTANICAL NAME COMMON NMI' TREES ACF 20 AP 9 ASR 9 DJ ' 6 CD 40 CDA - " C0 5 • FR 15 PA 27 I•:A 79 • PM 13 PS 39 PH . 0 TII' .14 • SHRUBS AIIC CSF CPM . MA PG PF, PJFF RS.. RCC • SIC - WARM SPIN RJM NHL RYE : RU ST TPy . ExisWnp. Vegeio?i 7 To Remain ACER GINNAI.A "FLAME" ANUR MAPLE "FLAME" 11/2" CAI.. ACEH.PALMATUM JAPANESE MAPLE W.I. ACER SACCHARINUM "REGENCY" SUGAR MAPLE 11/2" DETIILA JACQUEMONTII WHITE BIRCH 11/2' CEDRUS 550505A DEODAH CEDAR 7. -8. Full Shape CEDRUS DEODORA AUHCA GOLDEN DESDAR CEDAR 7• -8• " " COSMOS ROUSA. KOUSA DOGWOOD 7• -II• PRAxINUS "HAYWOOD" HAYWOOD ASH 11/4" :•VPMMitC.AM989NY *VW. AKEUONO FLO. CHERRY 13/4" PRUNUS AMANOGAWA AMANOGAWA COLUMNAR CHERRY 11/2• PRUNUS WIIITCOMB' FLU. CHERRY 11/2" .. PINKS SYI.VESTRIS SCOTCH PINE 7• -0• PYRIIS REDSPIRE PERSPIRE FLO. PEAR I1 /2" TSUGA IIETEROPIIYLLA WESTERN HEMLOCK 6• -0• 28 'AZALEA 11IN0 CRIMSON 11IN0 CRIMSON AZALEA 15 " -18" 63 : CORNUS STOI.ONIFEHA FLAVIRAMEA YELLOW TWIG DOGWOOD 1 gal. 11.1. CYTIS115: "MOONLIGHT" 'MOONLIGHT BROOM 2ga1 59 . MAIIONIA.AOUIFOLIUM OREGON GRAPE 5gal '' 140 PIIOTINIA CLARRA SAME 5gal 109 PIIOTINIA' : SAME 5gal 152 PIRRIS JAPONICA'FLAME OF THE FOREST SAME 5gal ' 38. RIBES'SANGUINEUM.•.. , PINK WINTER CURRENT 2ga1 32 ' RHODODENDRON COTTON'CANDY . SAME 21 " -24" 'LENS :CAMEO .SAME 21• -24" ANNA' ROSE WHITNEY SAME 24• -30" JEAN ",MARIE DE MONTAGUE SAME " L IIALP DAN LEM . SAME " VIRGINIA'RICIIARDS - "SAME 14. " • UNIQUE, ' SAME 85 . SPIRES TIIUNBERGII ,SPIRES ' 30 TIIUJA // PYRAMIDALIS PYRAMIDAL ARBORVITAE ' arhSTln/IT.4 .. ' .. SITE 21 " -24" 21 " -24" 24. -30" 21 " -24" 21 " -24" 2gal 5• River CROUNDCOVERS '. b HII per Plan HEDERA hEIIX ENGLISH 'VMS" I 21/•1 pole ,1IIV VARIEGATA YARIECATED IVY ' -AJIICA' AJUCA REPTANS VARIEGATA , CARPFT BUGLE VARTEI•ATFD." Tr.• PIantIng `.N OTES: • , 1'' '.., Contractor'to verify the location'of, all utilities prior to 'beginning work. '..i: '. Visit' the Site o prior t bidding.' The' contractors bid shall be based upon . ':� this requirement.•- The contractors bid shall show unit, prices for all':..,, . !items - of work:`(basis.for adding ,and subtracting from the,. contract) -• a:•'Noter all utility vaults, garbage' areas;. mechanical equipment'facil'ities, t '. etc.. shall be acreened.with plants. LA shall coordinate any site changes. '.:� The' contractor. will. su l •all lant materials in . quantities sufficient o t : :. PP Y P .9 , ', .complete the planting 'shown on the drawings. . ' . . , ;'5. All plants shall be,heelthy, well shaped, true species representatives•; S I .conforming to AAN standards—The LA reserves the right to' reject plant • materials and to make'substitutions. 6. The LA : shall approve. planting'times and locations.' Contractor to deliver '.,representative plants to the LA if requested. .. S ,._ LAll planting techniques. shall conform to industry standards.. Plants shall be;pruned after .planting as directed'by LA. • 8'..Root bound plants will. be rejected•. Root wrapping shall. be. removed if: • r?�;'4: dd by L A.' '' ;j9.�P e shall not be al ou l owed to dry t. Treat with. an anti- dessicant. if ' F' :- irected by L A., An approved transplant compound shall applied to. a11. • �Y'h.`'. Plants 10. All pl and stakes shall be set plumb. stakes all trees with two % ? -;'•;stakes as specified. LA reserves'the right to allow one ,stake for smaller ' • . �P;- trees. Contact LA prior to bidding. li /All plants shall' be planted utilizing an LA approved planting mix. . � 2 " .,Mud -in all plants at time•of planting. and keep properly moist until final r acceptance ' . 1 ::The contra shall', install -a "contractor Design- Construct" automatic •, '; sprinkler s ystem. The LLA shall'approve all irrigation. system components, - " I _products, installation methodology etc. An automatic clock shall be •-eupplied and installed by the.contractor. The clock location (in BLDG) to . be - approved by the' owner.• The owner will pay for all permits, and hookup .I.: ; charges. Tho contractor to supply. the rest. '1 Incase of plant count discrepancies the plan shall govern. l .g. ;The.contractor.shall notify the ,LA immediately regarding site discrepancies. ..; All planted areas shall receive 2". approved medium bark mulch.. • In River Natural Area. the edge of the disturbed vegetation (blackberries .predominantly) shall be pruned'. to have a natural- appearance:': . 8 :;`- -The erosion control. grass area along the river shall be smooth graded t ?. with rocks (11/2•• minus) and debris removed prior. to. hydroseeding. The %IA shall approve final grade. Tile grass area'shall be movable using .::standard lawn equipment. Maintain through one mowing. 9.. Plants shall be guaranteed for one year. .. yt Erosion control lawn mix shall•be'equal'.to nriargreen•Erosion Control : : ' r Seed•mix. Seed at the rate of � 6 lbs'per 1000. Sq:;Ft. 2000, 1bs' of• mulch' .-'i per Acre. Standard hydroseeding method.. Reseed' any thin,areas. Apply • r ' y � ( .' 10 -20 -20 fertilizer at, 400 lbs per acre..Repeat application in 4 weeks • „T i. with same fertilizer containing. 1/2• slow release component: • ' '''21. All plants shall be fertilized at the time. of, planting'with LA - approved .. ....,. .mix. Repeat application in 6 weeks. ' ' , • •es 22. At the time of acceptance all planting areas, shall he neat, clean and free • II I from weeds. a� t; Note: Contractor - •to conply• with all applicable codes t .: . 41 nom •...• .'• %i• '• ..• • _ 4 /FR' ';,, _ ( � /PSA 6R 0 :: I RI /PSA � . li W � . a `. wt P r . e e till gi is'' .i • v � ;' :1 a RI 11 r t ' Q ' iiiii '''''•.,.., i �� `C� ? - /9�� a 11� \N•RI 4 Ef A.pa, .1�. ►T/ "'/. wT. a. 1/a T/111 i/ '..,11407:,1-,—.:,..'',....; i::: v • • — ..A' "'. "I ar..� -J o a� ....41..".. �� ! S J • _w' t� �) j.`9 ..'a Y � zinzinirartrk iturcrr.vuoi.- ",- t i ri' int i ark a lr _ e , 2PSA 2R/FF MA /COA 3FG MI. NI RIFF 3B✓ RHL 7RCC . 1 a_. �.ISI� v•...et11a..- ill 1. 4. /.�R✓FF ' SAP: �IiCC ti . � 1 ► Yan'i►4Yi do . r-. . rn nT. .�ar3� !� ff a� � . �1 w aq IOW" ; 1 R Oas sa Jn4 � .�r♦ J r • 7R►'P� • gym► ' /6P6 bI ��, �. . .w� . a 1 P 1 ' / PM F Wr IVI•� �SiQi �A LT�q•� /'�a8 ®�... 1' 1� ..' .. �,a, , � } �i 11, ; a n ` a ` 1'91r/ , IVY IDw i ► a mJ �: i �w w 6: r � L a di a. r e.' _ ••r® ar t' A IT ��t•.I• �� ..� d Y• .. ► A !pit '�' rarfa'P . } ` f � T fat '1 • -2PS YPSA 0 . " MaING" 1 2 3', e �_� _ Y t ` F Mtir✓ ; 3;"i ? t?ti '- _ _ _ � ..r( d.@la � •d `� , • ♦ � _ .� t�.A rt. � G.. ..��. Ry [' m ' - •d Nip, O //r 7a>r b' V►' �T ! �, • Z1 V..��Y 1 s-�� .A OtsAY ►/•W, _ _'_� .�.- ,p � �.....L ( , yf •�'J: / . �1.(�stiir a.r , .. -; e. m.ovas� r�algt Z � ..�� a 4ID 1 �.�� ~� /��.� 1 � 3RJM E . polliiiwilpinliwillipiliiiiiiiiiiiiiitirililomill iii ill itiniw.tautiquilitiiiiiiiiiiiiiiiiiiiquip_uppiwiliiiiiiiiiiiiiiiiiiiimitilloiliiiiiipit- ,; ,_...,A.,„„:.: ,..._.. _ - - . _ . ...,7_,. 8 : 9 10 - 11 Kg. R Rmu•W . 12 IF.; HIS - MICROF,ILMED';OOCUM I.S LESS i ' CLEAR 'THAN" 1`HIS ff401 CE It I9tDUE• TO, :i;. .:I;TY :OF.. THE:'(.ORIGINAVDOCUNE1 i I t�iii�fl Riff ilfffitfiilIItIDfMEMMEi1fiit5lt i1n�i).(iiiirgiiitiff i711lf3ifl " '„• it 'Ypiv ) Y... > -„, , • "4 (r_: �I .1 r r �_.I? r : • >!S..Wr vl., }7,- 'w?; r dt ss..... :. rt Ornamental 2 P1bnt/ ondr op/n, '•'. Emisl/nV VS ro R.m /n 1 i l l/ � 4 1 / 1 Plant . Materials List.) KV � . SYMBOL QUANTITY ROM ICAL NARK COMMON NARK . SITE 20 ACER GINNALA " FLANE• AMUR MAPLE "PLANE" 11/2• CAL. 9 ACED PALMATUM JAPANESE MAPLE 11/4• 9 ACER SACCHARINUM "R!GENCY• SUGAR MAPLE 1I/2" . 6 OETULA' JACQUEMONTII . WHITS BIRCH • 1 /2• 40 CEDRUS'DEODORA000OARCEDAR B Full Ship* 17 C!DRUS DEODORA AIM 2/1 OOL•LLN. DRODAR CEDAR . 7,11:13 ,' • " 5 CORNUS NOUSA ' KOUDA DOGWOOD 15 PRAXIMUS RAYNOOD" RAYWOOD ASH / . 27 PRUNUS AKEBONO ANE00NO PLO. CHERRY " 1J 79 PRUNUS AMANOCAWA AMANOOAWA'COLUHNAR C R 1/2• 13 PRUNUS WHITCOMBI WHITCOMBI PLO. CHERRXJ11 • 39 ,PINUS 9YLVESTRIS SCOTCH PIN! 7. 8• 0 PYRUS REDSPIRE REDSPIRE PLO. PEAR x ),1 /2• wr AN 14 TSUGA HETEROPHYLLA WESTERN HEMLOCK \, 66#0' ti} • � . . .. • AIIC• 28 (RECti AZALEA RING CRIMSON • HIND CRIMSON.IIZA 15• -le" • Cs, 63 CORNUS STOLONIPSRA PLAVIRANIA'• YELLOW .TWIO WOOD'L. gal CPM 114 . CYTISUS • MOONLIGHT• • MOONLIGHT BROOM 2ga1 MA 59 MAHONYAiAQUIPOLIUM 'OREGON GRAPE'. 5ga1. ' Pill 152 PIERIS FLAME OP THE SANE 5gal :RS 38 RIDES SANOUINEUM' PINK WINTER CURRENT 2gal ." MCC; 32 RHODODENDRON 'COTTON CANDY SANE . 2l• -24• RAAM 65.44 • LENS CAM!O SAME ' ANNA ROSE :WHITNEY. 'SAME ' RPJN 3 RJM 9 1•d , ' JEAN MARIE DE HONTAGUE SAME'. RIL 21 " HALF DAN LEM SAME: RVR 6 . VIRGINIA RICHARDS SAME RU 14 "NM. .• UNIQUE C .` SAME -9 ST es SPIRE?. THUNDEROII PIREA . 30: THUJA PYRAMIDALI S((n{174.a1 7RAMIDAL :ARBORVITAE 5 inouoi COVER .:11R;;;;:[ par plan, HEDERA• HELIX HMV: ,. ." • VARIEOATA AJUOA. '; AJUCA REPTANS VARIEOATA ENGLISH :IVY (15" oc.) 21/4• pots VARIEGATED • IVY': . + CARPET BUGLE ,•VARIECATED` 74 -3O• 2l - 24•' 21.-24":. • 24 " =3O " 21 " -24" 21 ", -24• 2ga1 :Nf TES: E '. Contractor..to verify the location 'of alL.utilities.prior'to beginning work '„ 2.:V1a1L ;the site prior to. bidding :•.The contractors' bid shall,: be based` upon .' < ' :bhi's'rrequirement -.. The contractors bid shall •ahoe.Nnit'.pricse :for'all: + { + •iteal of work. (basis for• adding' and „euhtracting'_:froa'4 the'. contract).'••. :,. -. A. ". Notei -'a11- .utility vaulte,'garbage ;areas. mechanical:.equlpment; facilities;. • eto .. 'ehell be screened with plante.:LA,.ahall coordinate any.aito changes: 4. ' Tho'. contractor will supply•all plant•meterialu in" quantities; Sufficient' "to. ' 'complete. the planting 'shown on : the drawings. 5.,A1/"plants—shall be healthy,• well•shaped', true epeciecu :representatives conforming to'AAN atandarde.' The LA reser:me, the, right to reject plant ,materials and: to• make substitutions.•' • .. LA ahal•l •, approve planting times. and locations. ".Contractor to deliver • representative' plants , to' the LA: if.requeoted 7. All.planting techniques shall conform to industry standards. Plants shall ibe " '.pruned after planting ._ as• directed. by LA. " . '• •• `' 8.,Root bound'plants will be rejected. Root' wrapping•.shall.be i .c. directed by LA. " 1 • t9 Planes e11all no be allowed. to out. • Treat With an anti' dessicant •if directed'by LA.• An approved transplant compound shall be appliedto all U tl piata 10. All plants and stakes shall. be set plumb..Stake, all trees with two + ,'stakes as specified. LA reserves'the right_ to• allow one stake for:smalle trees. .Contact. LA prior' to. bidding.• 1 1. ' All - plants .shall be planted •utilising an LA. approved planting mix :. • ifud -in •all plants at time of 'planting and • keep, properly •moist until. final & h- ThY-.contra shall' inatall'.•a• :: "contractor Design- Construct ". automatic .sprinkler s ystem. The LA'shall•approve all •.irrigation Sysrem;components 71)r oducta,' , installation. methodology, etc.' An b automatic Clock•;ahall ba ', . • opplied'and : inetalled by. the: contractor:.: The clock location (in BLDG) to :: • ` by the owner.. The 'owner will pay for'all peraits and hookup � . Q aarges.. ;.The•contractbr'to.suppiy'the, rest. aee.of : plant count.discrepencies the plan ahall,gpvern 'eontsactor.shall notify'the :J,A inr.diately regarding site discrepanciea. : ,plented•areas.nhali,receive 2 ".approved medium.. bark mulch ' 1 }the River.'Netural Area the edge of ; tha.�dieturbed vogotation (blackberries do smioantly )��sliall hava.a natural appearance' '. ', .roeion. control' grass' area; along the;.river shall be a.00th' graded fh'rocks (11 /2•'minue)• and debris rssoved prior - to h ydroeeeding. :The ys1 'ihaLl•approve: final grade The:'grasp area ahall'.ho movable using i andard lawn equipment. Maintain thsougls one'moving f 1 ianta•ahall:be.:guaranteed• for ope year "•,,• • " • 4h. • #lesion. control.lovn •mix shall be. equal too Driargreen Erosion Control +,l iA r .Seed mix. •Seed,at'the rate of •6.1bs per;;1000 Sq Pt 2000.lb. of'mulc (. y .pir Acre. Standardhydropeeding.meth Reseed ar any ; t hin,egs .Apply A .'.Cf 1`d0 20 -20 fertiliser, 1bs per acre Repeat application: !n 4 weeks I with scree fertilizer r contain! g 1'/2 slow:rele ac component. 2l. A11 plants ehall.e; bfertilisgd at time Gt plantibq with LA approved <At S....'mix '.'Repeat'. application. lit .6. week• .22. `At tbe ince of, acceptance: all •planting areas ahall.be nest clean and free • fromtvseds r' Note =.' Con t racto>; to`conply with.`a applicable codes • s'R. 'o: "Al • ID:11 .'.i:. a. • • 1 0 .. • -