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HomeMy WebLinkAbout7619 Country Club Dr_BLD93848_2025Callison DATE INVOICE NO. DESCRIPTION 4/24/92 CITY OF ARLINGTON PERMIT FEE 1 91274.00 3293 999 CIIECK DATE K I 4/24/92 NUMBER 56495 1420 Fifth Avenue Seattle, Washington (206) 623-4646 r Suite 2400 98101 FAX (206) 623-4625 J b e INVOICE AMOUNT DEDUCTION BALANCE TOTALS $2,3 $2, 3( Permit No. City of Arlington , _ NOTICE and Inspection Re- art Date Called Time Called v By Ah Contractor/Owner ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough -In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace /Other ❑ APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION - 24 hour notice required. Inspector Date��� f/�! Permit No. Date Called �( Time Iled `Y By ❑ Setback ❑ Plumb GW ❑ Footing Foundation cebeLr ❑ Concrete Slab ❑ Shear Wall APPROVAL City of Arlington NOTICE and Inspection Refit Address Contractor/Owner Requested by ❑ Reroof ❑ Insulation ❑ Roof Diaphragm ❑ Gas Piping ❑ Framing ❑ Woodstove ❑ Drywall Nailing ❑ Final ❑ Rough-ln Plumbing ❑ Reinspection ❑ Furnace O ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION - 24 hour notice required. Inspector 11� Date r 1-0 3 Permit No. Date Called Time led i B City of Arlington NOTICE and Inspection Rek-A Address-f {OY", Contractor! Requested by ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough -In Plumbing ❑ Reinspection ❑ Shear W1II ❑ Furnace ❑ Other (' APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved.. ❑ Work listed below has been inspected and approved. ❑ C L 435-0724 FOR RlEII,NSPECTION - 24 hour notice required. 02 Inspector _�Ilja4 Date City of Ar'; ngton Permit No. Date Called Time Called By HaTIC =4 Impection Report Address Contractor/Owner Requested by ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough -In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other �yPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. � V#erk_listed below has been inspected and approved, ❑ CALL 435-0724 FOR REINSPECTION - 24 hour notice required. Inspector Date e? i�70 ��� Permit No. u Date Called e Time Calle B ❑ Setback ❑ Plumb GW ❑ Footing Foundation jt&O ❑ Concrete Slab ❑ Shear Wall City of Arlington NOTICE and Inspection Rej'ort Address / 4 — Contractor/Owner Requested b ❑ Reroof ❑ Roof Diaphragm ❑ Framing ❑ Drywall Nailing ❑ Rough -In Plumbing ❑ Furnace ❑ Insulation ❑ Gas Piping ❑ Woodstove ❑ Final ❑ Reinspection ❑ Other APROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ork listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION - 24 hour notice required. 5�a-- Inspector Date ` -ZJ Permit No. L� t, Date Called Time Called City of Arlington_ NOTICE cord Inspection Re ,4rt Address Contractor/Owner l'� �•GTC�-C� I 1 By Requested by TYPE OF •REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Foo ❑ Framing ❑ Woodstove Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough -In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other ,,2---A—PPROVAL ❑ CORRECTION REQUIRED Q Corrections listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION - 24 hour notice required. 1.,7 f (,A- C O GC.,-e h - t yx1 / -- f g &'4 ( N A/ Inspector 2 60f`/ Date lb-1 I—V/ -City of Arlingtnn P rmi Vo.Z> 7D— �� NOTICE cmd Inspection Report Date Called Jddress Time Called Contractor/Owner ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough -In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other ❑ APPROVAL CORRECTION REQUIRED 1 �rrecfionsisted below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION - 24 hour notice required. Inspector Date er -;�6 03 Permit No. 941",V Date Called Time Called City of Arl ngtnn NOTICE and Inspection Resort Address Contractc TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping �F ❑ Framing ❑ Woodstove .Doting ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough -In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. X-_Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION - 24 hour notice required. �!_ c 1?c ,I _-r " Inspector Date -1 7 Z, 5 Permit No. Y q City o1 Arlina#on NOTICE and Inspectk__ Report Date Called Address 6/ ( Time Called Contractor/Owner By Requested by ❑ Setback GW ❑ Zootia Foundation ❑ Concrete Slab ❑ Shear Wall ❑ ❑ ❑ ❑ ❑ ❑ Reroof ❑ Insulation Roof Diaphragm ❑ Gas Piping Framing ❑ Woodstove Drywall Nailing ❑ Final Rough -In Plumbing ❑ Reinspection Furnace ❑ Other APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ❑ CALL 435-0724 FOR REINSPECTION - 24 hour notice required. r g� 7f1 '., 3 (z Inspector ��rY �� Date �� _ Permit No. City of Arlingtrw n , NOTICE and Inspection Ruoort J Date Called Address Time Call d C Contractor/Owner 8 Requested by TYPE OF •REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove FoundationkMt ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough -In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other ❑ APPROVAL ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ❑BALL 435-0724 FOR REINSPECTION - 24 hour notice required. Inspector Date b - 27- l/ TRANSMITIAL Date To Lip r , E .i §)@(bo Item Copies Date File Project Subject Description L/, fl� Remarks ❑ As you requested ❑ For your information r Dmll) EVANS ANDA350C1Ans, INC %rbr your approval ❑ For your review ENGINEERS,SURVEYORS,PLANNERS, LAN'DSCAPEARCHITECTS,SCIENTISTS OFFICES IN OREGON, WASHINGTON AND CALiFORNPA 415 11STH AVENUE, S E BELLEVUE, WASHINGTON 98005-3553 (206) 4553571 FAX (206) 4553061 ❑ Return requested TESTING ENGIN RS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse 7619 Country Club Drive Arlington, Washington Client: Fletcher Wright Contractor: Fletcher Wright Weather: Rain - 62 F Product: Concrete Producer: Associated Sample Temp: 66 F Slump: 4" Mix Proportions: Coarse Agg: 3/4"-6560 Fine Agg: 4880 Water: 660 Mix Design # 90 Jo 17593 P r t # 84 D e de: 7-6-94 Ticket # 14518 Entrained Air: Cement: 2010 Type: I -II WRA: A/E Admix: Date Received: 7-7-94 Design f'c/28-day: 3,000 Placement Location & Notes: Bridge abutment footings 3.5 c/y total Sample Number Lab # 10a 6468 10b 6469 10C 6470 Date Strength Date Made Tested Age Load/lbs Size PSI 7-6-94 7-13-94 7 125,000 6x12 4,420 7-6-94 8-3-94 28 161,000 6x12 5,700 7-6-94 8-3-94 28 159,500 6x12 5,640 INSPECTOR: Larry Waybright REVIEWED BY:40J��- 917-134th St. S.W., Suite A-1 • Everett, WA 98204 - (206) 742-9360 - FAX (206) 745-1737 BOSS & MAY'�ES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job # 7619 Country Club Drive Permi =7-4' Arlington, Washington Date Client: Fletcher Wright Contractor: Fletcher Wright Weather: Rain - 62 F Product: Concrete Producer: Associated Ticket # 14518 Sample Temp: 66 F Slump: 4" Entrained Air: Mix Proportions: Coarse Agg: 3/4"-6560 Fine Agg: 4880 Water: 660 Mix Design # 90 Cement: 2010 Type: I -II WRA: A/E Admix: Date Received: 7-7-94 Design f'c/28-day: 3,000 Placement Location & Notes: Bridge abutment footings 3.5 c/y total Sample Date Number Lab # Date Made Tested Age Load/lbs Size 10a 6468 7-6-94 7-13-94 7 125,000 6x12 10b 6469 7-6-94 8-3-94 28 6x12 10c 6470 7-6-94 8-3-94 28 6x12 Strength PSI 4,420 INSPECTOR: Larry Waybright 917-134th St. S.W., Suite A-1 - Everett, WA 982N - (206) 742-9360 - FAX (206) 745-1737 BOSS & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job # 7619 Country Club Drive Permit L�848 Arlington, Washington Date Ma 4-94 Client: Fletcher Wright Contractor: Fletcher Wright Weather: Clear - 72 F Product: Concrete Producer: Assoicated Ticket # 146526 Sample Temp: 75 F Slump: 5 1/4" Entrained Air: 3.5% Mix Proportions: Coarse Agg: 3/4"-1868 Fine Agg: BSD-1268 Water: 254 Mix Design # 90A Cement: 563 Type: I -II WRA: A/E Admix: 5 oz Date Received: 7-15-94 Design f'c/28-day: 3,000 Placement Location & Notes: Bridge abutments for golf cart bridge Sampled at 7 of 7 c/y total Sample Date Number Lab # Date Made Tested Age Load/lbs Size lla 6825 7-14-94 7-21-94 7 91,000 6x12 llb 6826 7-14-94 8-11-94 28 6x12 llc 6827 7-14-94 8-11-94 28 6x12 INSPECTOR: Mark McBride Strength PSI 3,220 917-134th St. S.W., Suite A-1 • Everett, WA 98204 • (206) 742-9360 - FAX (206) 745-1737 " BOSS & MAYES - TESTING ENGINEERS, INC. GLENEAGLE GOLF CLUBHOUSE Fletcher -Wright Page 11 C�TM848,�INSPECTION REPORTS JOB 4 17593 7-1-94 On -site to inspect reinforced concrete placement in llth Fairway bridge abutment footings but the contractor cancelled due to effects of heavy rain on jobsite access. INSPECTOR: Larry Waybright 7-6-94 Inspected the reinforcing steel for the 1 lth Fairway bridge abutment footings and found it to be correct as shown and specified on City of Arlington approved drawings dated 5-9-94. Also inspected placement and cast three 6x12 cylinders of Associated S & G concrete mix 490, 3000 psi at 4 inch slump. The concrete was placed by chute and consolidated by internal vibration. All items inspected are in accordance with approved plans and specifications. INSPECTOR: Larry Waybright 7-14-94 Inspected resteel prior to placing 7 cubic yards of Associated S & G concrete mix 490A, 3000 psi in bridge abutments for golf cart bridge. Concrete was placed by truck chute and consolidated mechanically. One sample was taken and three test cylinders were cast. All items inspected are in accordance with approved plans and specifications. INSPECTOR: Mark McBride 917-134th St. S.W., Suite A-1 - Everett, WA 98204 - (206) 742-9360 - FAX (206) 745-1737 BOSS & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job # 593 7619 Country Club Drive Per # 848 Arlington, Washington Date • 7-14-94 Client: Fletcher Wright Contractor: Fletcher Wright Weather: Clear - 72 F Product: Concrete Producer: Assoicated Ticket # 146526 Sample Temp: 75 F Slump: 5 1/4" Entrained Air: 3.5% Mix Proportions: Coarse Agg: 3/4"-1868 Cement: 563 Type: I -II Fine Agg: BSD-1268 WRA: Water: 254 A/E Admix: 5 oz Mix Design # 90A Date Received: 7-15-94 Design f'c/28-day: 3,000 Placement Location & Notes: Bridge abutments for golf cart bridge Sampled at 7 of 7 c/y total Sample Date Number Lab # Date Made Tested 11a 6825 7-14-94 7-21-94 11b 6826 7-14-94 8-11-94 llc 6827 7-14-94 8-11-94 Strength Age Load/lbs Size PSI 7 91,000 6x12 3,220 28 126,000 6x12 4,460 28 124,500 6x12 4,400 INSPECTOR: Mark McBride REVIEWED BY: 44-L2- 917-134th St. S.W., Suite A-1 • Everett, WA 98204 • (206) 742-9360 • FAX (206) 745-1737 - BOSS & MAYES TESTING ENGINEERS, INC. GLENEAGLE GOLF CLUBHOUSE Fletcher Wright Page 10 CPERNHT# 848 INSPECTION REPORTS JOB # 17593 10-22-93 (Revised 11-8-93) Resteel & Concrete: Inspected the resteel for a final inspection of the north deck support foundation wall, and. the southwest corner of the buildings stair footing. At southwest stair footing we were not certain if detail section 42 on sheet S-2 was applicable. Therefore, the contractor has installed 2 #5 continuous and 3 #4 each way at each corner with 4 #5 verticals. The verticals for the walls are at 15 inches on center. Michael Mayes of our office discussed resteel installation with structural engineer, Ed Huston on 11-8-93 who confirmed installation was acceptable. ' Clearances are as per approved for all footing resteel and the north deck resteel is as approved. 10 cubic yards of Mix 990 A, 6 sack with air, 3000 psi concrete directly placed from the truck chute, and vibrated, using a 4 1/4" slump and temperature of 68' F. All items inspected are in accordance with approved plans and specifications. INSPECTOR: C. Don Evans 917-134th St. S.W., Suite A-1 - Everett, WA 98204 - (206) 742-9360 - FAX (206) 745-1737 BOSS & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse 9 7619 Country Club Drive Permit # 848 Arlington, Washington -93 Client: Fletcher Wright Contractor: Fletcher Wright Weather: Cloudy - 62 F Product: Concrete Producer: Associated Ticket # 115305 Sample Temp: 68 F Slump: 5 1/2" Entrained Air: 5.2% Mix Proportions: Coarse Agg: 3/4"-1862 Cement: 562 Type: I -II Fine Agg: S-1160 WRA: N/A Water: 80 A/E Admix: 4 oz Mix Design # 90 A Date Received: 10-10-93 Design f'c/28-day: 3,000 Placement Location & Notes: North deck support footing of clubhouse Sampled at 4 of 5.5 c/y total Sample Date Strength Number Lab # Date Made Tested Age Load/lbs Size PSI 7a 4145 10-7-93 10-14-93 7 94,000 6x12 3,330 7b 4146 10-7-93 11-4-93 28 147,000 6x12 5,200 7c 4147 10-7-93 11-4-93 28 144,000 6xi2 5,090 J INSPECTOR: Don Evans REVIEWED BY: 917-134th St. S.W., Suite A-1 - Everett, WA 98204 - (206) 742-9360 - FAX (206) 745-1737 Boss & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job # 17593 7619 Country Club Drive Permit # 848 Arlington, Washington Date Made: 10-8-93 Client: Fletcher Wright Contractor: Fletcher Wright Weather: Clear, sunny - 52 F Product: Concrete Producer: Associated Ticket # 115481 Sample Temp: 70 F Slump: 4" Entrained Air: 5.40 Mix Proportions: -Coarse Agg: 3/4"-1840 Fine Agg: S-1410 Water: 280 Mix Design # 1 Cement: 470 Type: I -II WRA: N/A A/E Admix: 5 oz Additives: 74.6 oz calcium chloride Date Received: 10-10-93 Design f'c/28-day: 2,000 Placement Location & Notes: Slabs on grade in 1st floor restrooms and the cart wash Sampled at 3 1/2 of 9 c/y total Sample Date Number Lab # Date Made Tested Age 8a 4148 10-8-93 10-15-93 7 8b 4149 10-8-93 11-5-93 28 8c 4150 10-8-93 11-5-93 28 Strength Load/lbs Size PSI 92,000 6x12 3,250 131,000 6x12 4,630 132,000 6x12 4/670 INSPECTOR: Don Evans REVIEWED BY: 917-134th St. S.W., Suite A-1 • Everett, WA 98204 • (206) 742-9360 - FAX (206) 745-1737 BOSS & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job # 17593 7619 Country Club Drive Permit # 848 Arlington, Washington Date Made: 10-1-93 Client: Fletcher Wright Contractor: Fletcher Wright Weather: Sunny, clear - 68 F Product: Concrete Producer: Associated Ticket # 114625 Sample Temp: 69 F Slump: 4 1/2" Entrained Air: Yes Mix Proportions: Fly ash: 28.9 Coarse Agg: 3/4"-1320, 3.8"-502 Cement: 468 Type: I -II Fine Agg: BSD-1284 WRA: N/A Water: 22.-2 gal A/E Admix: 4 oz Mix Design # 1PA Date Received: 10-5-93 Design f'c/28-day: 2,000 Placement Location & Notes: Club house lower level slab -on -grade excluding bathroom area Cast at 55 of 63.5 c/y total Sample Date Number Lab # Date Made Tested Age Load/lbs Size 6a 3736 10-1-93 10-8-93 7 74,000 6x12 6b 3737 10-1-93 10-29-93 28 6x12 6c 3738 10-1-93 10-29-93 28 6x12 INSPECTOR: Mark Galusha Strength PSI 2,620 917-134th St. S.W., Suite A-1 • Everett, WA 98204 • (206) 742-9360 • FAX (206) 745-1737 BOSS & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job # 17593 7619 Country Club Drive Permit # 848 Arlington, Washington Date Made: 10-1-93 Client: Fletcher Wright Contractor: Fletcher Wright Weather: Sunny, clear - 68 F Product: Concrete Producer: Associated Ticket # 114625 Sample Temp: 69 F Slump: 4 1/2" Entrained Air: Yes Mix Proportions: Fly ash: 28.9 Coarse Agg: 3/4"-1320, 3.8"-502 Cement: 468 Type: I -II Fine Agg: BSD-1284 WRA: N/A Water: 22.2 gal A/E Admix: 4 oz Mix Design # 1PA Date Received: 10-5-93 Design f'c/28-day: 2,000 Placement Location & Notes: Club house lower level slab -on -grade excluding bathroom area Cast at 55 of 63.5 c/y total Sample Date Number Lab # Date Made Tested Age Load/lbs Size 6a 3736 10-1-93 10-8-93 7 74,000 6x12 6b 3737 10-1-93 10-29-93 28 6x12 6c 3738 10-1-93 10-29-93 28 6x12 INSPECTOR: Mark Galusha Strength PSI 2,620 917-134th St. S.W., Suite A-1 • Everett, WA 98204 - (206) 742-9360 • FAX (206) 745-1737 ~ BOSS & MAYES TESTING ENGINEERS, INC. Fletcher Wright $� P.O. Box 3764 Seattle, WA 98223 PROJECT: Gleneagle Golf Clubhouse Job # 17593 7619 Country Club Drive Contractor: Fletcher Wright Arlington, WA Engineer: Smith & Huston Architect: Callison INSPECTION REPORTS 8-19-93 Arrived at jobsite and inspected resteel in foundation footings along east perimeter of building and (4) four 2x2 type 3 footings in crawl space. Had contractor adjust clean distance from resteel to earth so it met required 3" minimum. Foundation had been increased from 1'4" to 24" and (4) 95 bars continuous had to be substituted for the (2) 95 bars continuous 6" on center as per Mr. Ted Smith of Smith & Huston, Inc. 10 yards of 6 sack, 3/4" concrete without air was delivered to the jobsite. Drawings indicated air entrained concrete for any concrete exposed to earth of weather. Nonairentrained concrete was determined to be acceptable as per Mr. Smith of Smith & Huston, Inc. Cast (3) cylinders to represent the above concrete placement. INSPECTOR: Dale Yoder GLENEAGLE GOLF CLLUBHOUSE 917-134th St. S.W., Suite _ 1 - Everett, WA 98204 - (206) 7-7360 - FAX (206) 745-1737 BOSS & AMYES TESTING ENGINEERS, INC. G1 NEAGLE GOLF CLLUBHOUSE Fletchcr Wright Page 2 PERMIT # INSPECTION REPORTS JOB # 17593 8-27-93 Arrived on site to check resteel and monitor concrete pour. Steel was placed in accordance to drawings and specifications. 19.5 cubic yards of Associated type 90 concrete was placed via chute and was mechanically vibrated in place. The slump was maintained between 3 - 5", water was added at contractors request Entrained air was 3.9%. Four (4) test cylinders were made. INSPECTOR: Bob White 917-134th St. S.W., Suite A-1 - Everett, WA 98204 - (206) 742-9360 - FAX (206) 745-1737 BOSS & MAYES TESTING ENGINEERS, INC. GLENEAGLE GOLF CLLUBHOUSE Fletcher Wright Page 3 PERMIT # INSPECTION REPORTS JOB # 17593 9-3-93 Arrived on site and inspected resteel in (9) type 1 and (6) type 2 footings in crawl space area. Also foundation footings in southeast corner of building site. Inspected the placement of 9 cu.yds. of 6 sack 3/4" aggregate concrete from Associated S & G. Cast three (3) cylinders to represent the above placement. All items inspected are in accordance with approved plans and specifications. INSPECTOR: Dale Yoder 917-134th St. S.W., Suite A-1 • Everett, WA 98204 • (206) 742-9360 • FAX (206) 745-1737 L BOSS & AMYES TESTING ENGINEERS, INC. GLENEAGLE GOLF CLLUBHOUSE Fletcher Wright Page 4 PERMIT # INSPECTION REPORTS JOB # 17593 9-1-93 Monitored placement of 23.5 cubic yards of Associated S & G type 90A concrete in stem wall footings: (1) south wall footing form east comer to approximately 68' west; (2) footing 18' west o feast wall from north to south; (3) footing 9'4" inside north wall from east to west; (4) all other footing continuous from above inside of west wall. Steel was placed in accordance to approved drawings. Concrete was placed via truck chute and was mechanically vibrated in place. INSPECTOR: Bob White 917-134th St. S.W., Suite A--1J • Everett, WA 98204 - (206) 74360 • FAX (206) 74&1737 s BOSS & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job # 17593 7619 Country Club Drive Permit # Arlington, Washington Date Made: 8-19-93 Client: Fletcher Wright Contractor: Fletcher Wright Weather: Sunny - 78 F Product: Concrete Producer: Associated Ticket # 109032 Sample Temp: 74 F Slump: 4 1/4" Entrained Air: N/A Mix Proportions: Coarse Agg: 3/4"-1835 Cement: 561 Type: I -II Fine Agg: 1309 WRA: N/A Water: 32 gal A/E Admix: N/A Mix Design # 90 Date Received: 8-20-93 Design f'c/28-day: 3,000 Placement Location & Notes: Foundation footings along east perimeter of building and four 2x2 Type 3 footings in crawl space Sample Date Strength Number Lab # Date Made Tested Age Load/lbs Size PSI la 1211 8-19-93 8-26-93 7 111,000 6x12 3,930 lb 1212 8-19-93 9-16-93 28 154,000 6x12 5,450 lc 1213 8-19-93 9-16-93 28 150,000 6x12 5,310 INSPECTOR: Dale Yoder REVIEWED BY: 917-134th St. S.W., Suite A-1 - Everett, WA 98204 - (206) 742-9360 - FAX (206) 74&1737 L �- BOSS & M&Y'ES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job #,(' 1117593 7619 Country Club Drive Permit,.# 84S Arlington, Washington Date lka�- 10- _ 2-:93 Client: Fletcher Wright _ Contractor: Fletcher Wright Weather: Raining - 56 F Product: Concrete Producer: Associated Ticket # 117419 Sample Temp: 70 F Slump: 4 1/4" Entrained Air: Yes Mix Proportions: Coarse Agg: 3/4"-1840 Cement: 562 Type: I -II Fine Agg: S-1184 WRA: N/A Water: 30.9 gal A/E Admix: 4 oz Mix Design # 90 A Date Received: 10-23-93 Design f'c/28-day: 3,000 Placement Location & Notes: North deck support foundation wall and the southeast corner of the building stair footings Sampled at 3 of 10 c/y total Sample Date Strength Number Lab # Date Made Tested Age Load/lbs Size PSI 9a 6126 10-22-93 10-29-93 7 119,000 6x12 4,210 9b 6127 10-22-93 11-19-93 28 147,000 6x12 5,200 9c 6128 10-22-93 11-19-93 28 149,500 6x12 5,290 INSPECTOR: Don Evans REVIEWED BY: 917-134th St. S.W., Suite A-1 • Everett, WA 98204 • (206) 742-9360 • FAX (206) 745-1737 BOSS & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job # 17593 7619 Country Club Drive Permit # 848 Arlington, Washington Date Made: 10-22-93 Client: Fletcher Wright Contractor: Fletcher Wright Weather: Raining - 56 F Product: Concrete Producer: Associated Ticket # 117419 Sample Temp: 70 F Slump: 4 1/4" Entrained Air: Yes Mix Proportions: Coarse Agg: 3/4"-1840 Cement: 562 Type: I -II Fine Agg: S-1184 WRA: N/A Water: 30.9 gal A/E Admix: 4 oz Mix Design # 90 A Date Received: 10-23-93 Design f'c/28-day: 3,000 Placement Location & Notes: North deck support foundation wall and the southeast corner of the building stair footings Sampled at 3 of 10 c/y total Sample Date Strength Number Lab # Date Made Tested Age Load/lbs Size PSI 9a 6126 10-22-93 10-29-93 7 119,000 6x12 4,210 9b 6127 10-22-93 11-19-93 28 6x12 9c 6128 10-22-93 11-19-93 28 6x12 INSPECTOR: Don Evans 917-134th St. S.W., Suite A-1 - Everett, WA 98204 - (206) 742-9360 - FAX (206) 745-1737 BOSS & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job # 17593 7619 Country Club Drive Permit # 848 Arlington, Washington Date Made: 10-1-93 Client: Fletcher Wright Contractor: Fletcher Wright Weather: Sunny, clear - 68 F Product: Concrete Producer: Associated Ticket # 114625 Sample Temp: 69 F Slump: 4 1/2" Entrained Air: Yes Mix Proportions: Fly ash: 28.9 Coarse Agg: 3/4"-1320, 3.8"-502 Cement: 468 Type: I -II Fine Agg: BSD-1284 WRA: N/A Water: 22.2 gal A/E Admix: 4 oz Mix Design # 1PA Date Received: 10-5-93 Design f'c/28-day: 2,000 Placement Location & Notes: Club house lower level slab -on -grade excluding bathroom area Cast at 55 of 63.5 c/y total Sample Date Strength Number Lab # Date Made Tested Age Load/lbs Size PSI 6a 3736 10-1-93 10-8-93 7 74,000 6x12 2,620 6b 3737 10-1-93 10-29-93 28 107,000 6x12 3,780 6c 3738 10-1-93 10-29-93 28 103,000 6x12 3,640 INSPECTOR: Mark Galusha REVIEWED BY: 917-134th St. S.W., Suite A-1 - Everett, WA 98204 - (206) 742-9360 - FAX (206) 745-1737 -� BOSS & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job # 17593 7619 Country Club Drive Permit # 848 Arlington, Washington Date Made: 10-7-93 Client: Fletcher Wright Contractor: Fletcher Wright Weather: Cloudy - 62 F Product: Concrete Producer: Associated Ticket # 115305 Sample Temp: 68 F Slump: 5 1/2" Entrained Air: 5.20 Mix Proportions: Coarse Agg: 3/4"-1862 Cement: 562 Type: I -II Fine Agg: S-1160 WRA: N/A Water: 80 A/E Admix: 4 oz Mix Design # 90 A Date Received: 10-10-93 Design f'c/28-day: 3,000 Placement Location & Notes: North deck support footing of clubhouse Sampled at 4 of 5.5 c/y total Sample Date Strength Number Lab # Date Made Tested Age Load/lbs Size PSI 7a 4145 10-7-93 10-14-93 7 94,000 6x12 3,330 7b 4146 10-7-93 11-4-93 28 6x12 7c 4147 10-7-93 11-4-93 28 6x12 INSPECTOR: Don Evans 917-134th St. S.W., Suite A-1 • Everett, WA 98204 - (206) 742-9360 - FAX (206) 745-1737 BOSS & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job # 17593 7619 Country Club Drive Permit # 848 Arlington, Washington Date Made: 10-8-93 Client: Fletcher Wright Contractor: Fletcher Wright Weather: Clear, sunny - 52 F Product: Concrete Producer: Associated Ticket # 115481 Sample Temp: 70 F Slump: 4" Entrained Air: 5.40 Mix Proportions: Coarse Agg: 3/4"-1840 Cement: 470 Type: I -II Fine Agg: S-1410 WRA: N/A Water: 280 A/E Admix: 4 oz Additives: 74.6 oz'calcium chloride Mix Design # 1 Date Received: 10-10-93 Design f'c/28-day: 2,000 Placement Location & Notes: Slabs on grade in 1st floor restrooms and the cart wash Sampled at 3 1/2 of 9 c/y total Sample Date Strength Number Lab # Date Made Tested Age Load/lbs Size PSI 8a 4148 10-8-93 10-15-93 7 92,000 6x12 3,250 8b 4149 10-8-93 11-5-93 28 6x12 8c 4150 10-8-93 11-5-93 28 6x12 INSPECTOR: Don Evans 917-134th St. S.W., Suite A-1 - Everett, WA 98204 - (206) 742-9360 - FAX (206) 745-1737 BOSS & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job # 17593 7619 Country Club Drive Permit # 848 Arlington, Washington Date Made: 9-21-93 Client: Fletcher Wright Contractor: Fletcher Wright Weather: Sunny - 58 F Product: Concrete Producer: Associated Ticket # 113020 Sample Temp: 62 F Slump: 4 1/2" Entrained Air: Yes Mix Proportions: Coarse Agg: 3/4"-1849 Cement: 566 Type: I -II Fine Agg: S-1174 WRA: Water: 673 A/E Admix: 4 oz Mix Design # 90A Date Received: 9-22-93 Design f'c/28-day: 3,000 Placement Location & Notes: Interior short walls and south high perimeter walls Sampled at 5 of 32.5 c/y total Sample Date Strength Number Lab # Date Made Tested Age Load/lbs Size PSI 5a 3006 9-21-93 9-28-93 7 105,000 6x12 3,710 5b 3007 9-21-93 10-19-93 28 147,500 6x12 5,220 5c 3008 9-21-93 10-19-93 28 149,000 6x12 5,270 INSPECTOR: REVIEWED BY: Don Evans 917-134th St. S.W., Suite A-1 • Everett, WA 98204 • (206) 742-9360 • FAX (206) 745-1737 - BOSS & MAY''ES TESTING ENGINEERS, INC.®�9"'"�N1r.� u_'a GLENEAGLE GOLF CLLUBHOUSE 966L 9 Z 130 Fletcher Wright Page 8 JAM3038 PERMIT # 848 INSPECTION REPORTS JOB # 17593 10-21-93 This report is in response to the BMTE field report dated 10-8-93, where 9 cubic yards of Mix No. 1, produced by Associated Sand & Gravel was placed. The mix delivery ticket indicated that air and calcium chloride was incorporated into the mix, but not specified in the mix design, and thus did not conform to plans and specifications. Regarding calcium chloride, an upper limit of 0.5% by weight of cement is allowed by the specifications, and the mix design submittal with the engineers corrections approved the Mix No. 1 with 5% air entrainment. In a telephone conversation with Associated Sand & Gravel Quality Control, Greg McKinnon indicated that for Mix No. 1, 74.6 fluid ounces of calcium chloride equates to 0.53% by weight of cement. In addition, 4 fluid ounces of air entraining agent added to Mix No. 1, typically will produce an air content range between 4.8 and 5.4 percent, based on previous sampling by Associated Sand & Gravel. Based upon the information presented above, the concrete placed on 10-8-93 would conform to plans and specifications. INSPECTOR: R. Clausen 917-134th St. S.W., Suite A-1 - Everett, WA 98204 • (206) 742-9360 - FAX (206) 745-1737 - BOSS & MAYES TESTING ENGINEERS, INC. GLENEAGLE GOLF CLLUBHOUSE Fletcher Wright Page 9 PERMIT # 848 INSPECTION REPORTS JOB # 17593 10-22-93 Resteel & Concrete: Inspected the resteel for a final inspection of the north deck support foundation wall, and the southeast corner of the buildings stair footing. The superintendent and myself were unable to verify on the plans what resteel was called for. The contractor has 2 - 95 continuous and 3 - 94 at each corner, with 4 - 95 verticals. The verticals for the walls are at 15 inches on center. Clearances are as per approved for all and the north deck resteel is as approved. 10 cubic yards of Mix 990A, 6 sack with air, 3000 psi concrete directly placed from the truck chute, and vibrated, using a 4 1/4" slump and temperature of 68° F. All items inspected are in accordance with approved plans and specifications. INSPECTOR: C. Don Evans 917-134th St. S.W., Suite A-1 - Everett, WA 98204 - (206) 742-9360 - FAX (206) 745-1737 ;TORMWATER/MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN DRAFT Figure II-5.18 Filter Fabric Fence Detail Filter fabric material in continuous roils; Use staples or wire rings to attach fabric to wire lfifire mesh support fence %— for slit film fabrics O { t i CV fBury bottom of filter material ( I { ` in 8' by 12" trench + CO -------------------------���������.�������. 1 1 t t 6' Max. { {� II +�— 2' by 2' wood posts, standard or better { 1 '-' or equivalent L.' Wire mesh support_ fens for slit film fabrics Filter fabric material Provides washed gravel backfiff or compacted native soil as directed by locals government Bury bottom of filter materini +► in 8' by 12' trench 2' by 2' wood posts, standard or better or equivalent 9 i3'" Min. CO CV 199 11 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure II-5.19 Cross -Section of a Properly Installed Straw Bale Barrier Binding Wire or twine Filtered Runoff Staked and Entrenched Straw Bale Comoacted Soil to Prevent Piping Sediment Laden Runoff 2. The remaining steps for installing a straw bale barrier for sheet flow applications apply here, with the following addition. 3. The barrier shall be extended to such a length that the bottoms of the end bales are higher in elevation than the top of the lowest middle bale (Figure II-5.20) to assure that sediment -laden runoff will flow either through or over the barrier but not around it. Maintenance • Straw bale barriers shall be inspected immediately after each runoff -producing rainfall and at least daily during prolonged rainfall. • Close attention shall be paid to the repair of damaged bales,,end runs, and undercutting beneath bales. • Necessary repairs to barriers or replacement of bales shall be accomplished promptly. • Sediment deposits should be removed after each runoff -producing rainfall. They must be removed when the level of deposition reaches, approximately one-half the height of the barrier. • Any sediment deposits remaining in place after the straw bale barrier is no longer required shall be dressed to conform to the existing grade, prepared and seeded. • All temporary and permanent erosion and sediment control practices shall be maintained and repaired as needed to assure continued performance of their intended function. All maintenance and repair shall be conducted in accordance with an approved manual. • All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilizationis achieved or after the temporary SMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be permanently stabilized. II-5-81 FEBRUARY, 1992 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure II-5.20 Proper Installation of a Straw Bale Barrier 1. Excavate the trench. 2. Place and stake straw bales. bale glow �� width - v n loose3. Wedge bales. 4. Backfill and compact the excavated soil. CONSTRUC'TION OF A STRAW BALE BARRIER r_ Points A should b e higherpoint PROPERORAINAGE WAY II_S-82 FEBRUARY, 1992 City of Arlington 6p4c FIRE DEPARTKE"+TT CHECKLISTPERMIT # NAME: ADDRES DATE. 49 W14d * " BUILDING USE ! OCCUPANCY CLASSIFICATION," 62- TYPE OF CONSTRUCTION I II III IV V F.R. F.R. ZONE -HOUR I N ONE -HOUR I N H.T I ONE -HOUR I N PLEASE NOTE ALL NECESSARY CORRECTIONS OR EOU IN RED. RE1rfENTS ON SITE PLAN SITE PLAN: APPROVED DENIED ACCESS REQUIREMENTS: FIRE LANE REQUIRED: YES NO SPRINKLER SYSTEM REQUIRED: YES NO HYDRANT REQUIRED: YES NO i OF HYDRANT'S REQUIRED LOCATION OF HYDRANTS FIRE FLOW REQUIREMENT: : ALARM SYSTEM REQUIRED: YES NO KNOX BOX REQUIRED: YES NO LOCATION: FIRE EXTINGUISHERS REQUIRED: YES NO LOCATION: ADDRESS LOCATION ON BUILDING: LETTER SIZE: FIRE CHIEF: DATE: city or Arlington PERMIT # NAME: ORIGINAL' DATE -'7:Z- ADDRESS BUILDING USE '111/ � CCUPANCY CLASSIFICATION -Z T II TYPE OF CONSTRUCTION F. R. F. R. I ONE -HOUR 4 N ONE -HOUR ' N I H. T I ONE-.H _ N PL?ASE NOTE" ALL NECESSARY CORRECTIONS OR RE UTRMiENm_9 ON SI'^E pf IN RED. SITE PLAN: ACCESS R EQUIRZF .`iTS : APPROVE >e DENIED FIRE LANE REQUIRED: YES NO SPRIN'�,ZR SYST'_; i REQUIREO: YES Y NO HYORA,NT REQUIREO : YES / l i NO # OF HYDRA."tT' S REQUIRED LOCATION OF HYDRANTS FIRE FLOW REQUIR_.=.: 2 7. . Ak ALARM SYSTEM REQUIRED: YES NO X_ IMOX BOX REQUIRED: YES CNO LOCATION: FIRE EXTINGUISHERS REQUIRED: YES NO LOCATION: ADDRESS LOCATION ON BUILDING: _oo0!s ash j�G See,. /Q •3d1 LETTER SIZE: FIRE CH _� - ` i - DATE: REDU I RED F I RE FLOW FOR WC. _AND RI DGE GOLF CLUBHOUSE PERMIT # 848 A. DETERMINE THE TYPE OF CONSTRUCTION 1. Wood Frame (C=1.5) 2. Ordinary (C=1.0) 3. Noncombustible (C=0.8) 4. Fire Resistive (C=0.6) B. DETERMINE THE GROUND FLOOR AREA C. DETERMINE THE HEIGHT IN STORIES D. DETERMINE REDUIRED FIRE FLOW TO THE NEAREST 250 gpm (USE TABLE) E. DETERMINE THE CREDIT OR SURCHARGE,IF ANY,FOR TYPE OF OCCUPANCY. F. DETERMINE CREDIT IF ANY FOR AUTOMATIC SPRINKLER PROTECTION. DO NOT ROUND OFF. G. DETERMINE THE TOTAL SURCHARGE FOR EXPOSURES. DO NOT ROUND OFF. CREDIT (SUBTRACT) SURCHARGE (ADD) TOTAL CREDIT (SUBTRACT) TOTAL SURCHARGE (ADD) TOTAL ROUND OFF THE FINAL ANSWER TO THE NEAREST 250 gpm IF LESS THAN 2500 gpm AND TO THE NEAREST 500 gpm IF GREATER THAN 2500 gpm. TOTAL *EXPOSURES 1) NORTH 2) SOUTH 3) EAST 4) WEST :,� TOTAL _x �7 COMPLETED B I TLE_ FIRE CHIEF DEAN T. OLSEN V-N 10,355 1 2750 GPM 0 0 0 0 2,750 G.P.M. DATE 7- 6- 92 CITY OP ARLINGTQN WASTEWATER DEPT SUBJECT; SIDE SUTE AC CEPT0CE DATE, PERMIT NUMBERV BUILDING PERMIT NUMBERF PROPERTY PROPERTY ADDRESS9 SPECIAL CUKENTS OR PROVI IONSP INSTALLATION PROVE, D Bar# SS Pe,mit Number 7C) BP N 3'mbr.r 848 1� Fee Paid �- `-- - CITY OF ARLINGTON APPLICATION FOR PERMIT TO INSTALL SIDE SEWER DATE June 14, 1993 Undersigned applies for permit to install side sewer on the premises in the City of Arlington, Snohomish County, Washington, described as follows: Legal Description: Gleneagle Sector II-B Phase III The street address of the property is The owner of the premises is Owner's mailing address 7619 Country Club Drive eneag e Colf CTITD--nnuse The dimensions and location of any buildings on the property, and the whole course of the side sewer from the public sewer to its connection with the building or property to be served is shown on the attached side sewer plat map. The side sewer contractor who will install and connect the side sewer is Address of side sewer contractor �Si nature of Ap is nt Action of Sewer Superintendent Application Denied 19 , for the following reasons: Application Approved— 19 �3 with the following modifications and changes: 1.1...C�2.r Sigr,ature of Sewer Superintendent The Sewer Superintendent may require the permittee to furnish him plans pertaining to the application and issuance of permit. Reference is made to Chapter 13.08 Arlington Municipal Code for rules and regulations governing side sewers and connections with the public sewer. MEMORANDUM TO: David Anderson, Building Official FROM: Cristy L. Brubaker, Planning Technician RE: Traffic Mitigation for Gleneagle Clubhouse DATE: July 1, 1993 After researching the Addendum to the original Gleneagle Environmental Impact Statement I have determined that the applicant has addressed the Clubhouse and it's construction under SEPA. Through the adoption of the new Contract Rezone, subsequent to the issuance of the Addendum as noted above, the applicant agreed to Mitigate the traffic impacts for the clubhouse at the time of the building permit issuance, (Gleneagle Contract 22.2 {Recording Number 9106200561) Since the applicant has agreed to the traffic mitigation fees in the amount of $8,125.00 and related water and sewer connection fees in the amount of $47,710.00 it is felt they are meeting the requirements of the contract and complying with impacts identified within the Addendum to the EIS. I have reviewed my determination with the city attorney and he is in concurrence. It is not necessary to issue any additional SEPA documentation at this time. \wp51\PLANNING\GLENEAGLE\CLUBMIT MEMORANDUM TO: Staff FROM: Building Department DATE: June 30, 1993 SUBJECT: Clubhouse building permit fees Plan Check $2,300.68 Paid 4/24/92 expired 4/24/93 Plan Check $2,300.00 Paid 5/19/93 Permit $3,539.50 Energy Code Surcharge $4.50 Water/Sewer fees $47,710.00 TOTAL - Breakdown below Tap -in charge (9 ERU's, 11h" (1 0 $7,500; 1 $1,500) $19,500.00 Water Svc. Connection 11/2" $950.00 Side Sewer Permit $260.00 9 ERU's (1 ® $100; 8 0 $20) Sewer Svc. Connection $27,000.00 9 ERU's (9 ® $3,000) Traffic Mitigation4,_ZZ5' TOTAL (excluding traffic $51,254.00 mitigation) 3�9 Note: Mechanical and plumbing fees are not included. These are separate permits (plans have not been submitted) and will be determined when plans have been submitted. \wp5nshcrr;Xccxperm$.mem June 30, 1993 WJVX0006 Mr. Arnold Zirkle, P.E. City Engineer City of Arlington 238 N. Olympic Avenue Arlington, Washington 98223 Re: Trip Generation for Golf Courses Dear Arnold: This letter provides information to assist the City of Arlington in evaluating trip generation for the Gleneagle Golf Course. Trip generation for golf courses in the Pacific Northwest is best done using local data. The Institute of Transportation Engineers provides a reference, Trip Generation, which is often used as a resource for estimating traffic for various land uses. Unfortunately, the data for golf courses in Trip Generation is poor. The information does not include whether the golf course includes other ancillary uses such as a driving range or pro shop. Nor does the data indicate what time of year the count was performed, and therefore does not account for seasonal variations. The ITE data is attached to this letter for your information. As you can see, there is a very large variation in the number of trips generated at 18-hole golf courses. In fact, the statistical correlation of the data is very poor. TTE recommends that when the "R-squared" is below .80, that the data be used with the strictest caution. Carl Buttke, P.E., Director of Transportation for DEA and Chairman of the Trip Generation Committee for TTE advises that golf course trip generation can be best done empirically using local data. A member of DEA's staff, Erin Bard, performed a survey of golf courses in the area to determine the average number of occupants per vehicle, the number of tee times per day, and the seasonal variation in the number of tee times per day. A partial list of the locations surveyed includes: Riverbend Kent, WA Bellevue Municipal Bellevue, WA Port Ludlow Port Ludlow, WA Walter Hall Everett, WA Kayak Point Snohomish County, WA Bear Creek Woodinville, WA Average Vehicle Occupant. The average vehicle occupancy for the golf courses surveyed is 1.2 persons per vehicle. Courses farther from population centers tended to average higher vehicle occupancies than those in urban areas. The occupancy includes employee vehicles. To determine average daily trip generation for a golf course (one without significant other operations such as a large pro shop or separate driving range such as Gleneagle) within a residential development, several variables are required. The information must include the average vehicle occupancy, the anticipated number of rounds of golf per year, the number of I)VOD EVANS ANDASSOC.IATFS, INC A PROFESSIONAL SERVICES CONSULTING FIRM OFFICES IN OREGON, WASHINGTON, CALIFORNIA AND ARIZONA 415118TH AVENUE, S.E. BELLEVUE, WASHINGTON 98005-3553 (206) 455-3571 FAX (206) 455-3061 Mr. Arnold Zirkle, P.E. June 30, 1993 Page 2 residents that would use the golf course, and the number of days the golf course is available for play. The resultant formula is: (Rounds of Golfl x (2 Trips/Vehicle) x (Percent Non-resident Trips = Average trips per day (Average persons per vehicle) X (Number of Days of Operation) Trip Generation Based on Gleneagle Operator's Projections. Gleneagle's operators project 30,000 rounds of golf each year. As in our letter of June 8, 1993, the equation as applied to Gleneagle is as shown below: 30,000 x 2 x 0.75 = 120 trips/day 1.2 x 312 The resulting 120 trips per day is the average daily trip generation over the year for golf related activities. The peak trip generation would occur in the summer when more tee times are available, and the tee times are typically filled with foursomes. The peak summer daily trip generation is estimated to be 390 vehicles per day (vpd). Also, as noted in our June 8, 1993 letter, banquet -type events would add an additional 10 trips per day. Trip Generation Based on Local Experience. Based on the survey of Pacific Northwest golf courses, we could expect the rounds of golf for Gleneagle to range between 35,000 and 40,000 per year. This would result in an average of between 140 and 160 golf related daily trips with the summer peak at 390 vpd (the same as above). Because of the potential variation in the factors affecting average daily trip generation for golf courses, the Gleneagle site should be monitored to determine if the activity is less than or exceeds estimates. The monitoring should include one week of traffic counts and vehicle occupancy surveys. This data would then be translated to an average for the year using records kept for the golf course of number of rounds played. Please call if you need additional information. Best regards, DAVID EVANS AND ASSOCIATES, INC. Barton G. Treece, Jr., P.E. Manager of Engineering attachments DAVID E ANS AND ASSOCIATES, INC. A PROFESSIONAL SERVICES CONSULTING FIRM GOLF COURSE INFORMATION --/ Bear Creek - 881-1350 35,000 rounds played last year. Redmond Closed for Christmas and for snow when they have to. The number of days varies. Camaloch - 387-3084 They are open every day of the year unless it Camano snows enough to close them down. The Island number of days varies. They closed 15 days last year for snow. Kyak Point Tulalip Overlake Big Lake Battle Creek Marysville 800-562- Approximately 60,000 rounds played per year. 3094 Closed for Christmas and closed 2 months last year for snow/frost. They figure an average of 2 wks - 30 days closure per year. 422-6444 Average of 20,000 - 25,000 rounds played there each year. They only close for Christmas day and snow. The number of days varies each year. 659-7931 42,000 rounds played each year. This includes all 3 courses. Closed for Christmas and snow. The number of days varies each year. \wp5 I \zherrAGoLfmfo. cht Fm3man-ommUtiri, June 8, 1993 Mr. George H. Brown, Jr. Woodland Ridge Joint Venture 8474 - 85th Avenue SE Mercer Island, Washington 98040 Re: Anticipated Daily Traffic for the Gleneagle Golf Course As requested, we have reviewed and quantified the potential average daily vehicle trips that would be in addition to traffic generated within the Gleneagle development. For this analysis we have utilized the following information: 1. Estimated rounds of golf per year - 30,000. 2. Average occupancy per vehicle - 1.2. This figure is based upon surveys and studies performed by DEA traffic engineers on approximately 20 golf courses in the Puget Sound area. This figure includes employees at the golf course facilities. Days available for golf play - 312 (6 days per week). 4. Anticipated use by Gleneagle residents - 25% of available rounds. Utilizing the above, and assuming each incoming trip would generate an outgoing trip, we calculate the average traffic generated by golf operations as follows: Vehicle Trips/day (golf): 30,000 rounds/year _ 1.2 players/vehicle x 2 trips _ 312 days/year x 0.75 = 120 trips/day Additionally, we anticipate approximately 25 banquet -type events per year with an average attendance of 100 people. It seems reasonable to assume 25% of the attendees at banquet - type events would also be from the Gleneagle community. Therefore, using a similar calculation as above, the average traffic generated by banquet -type events would be as follows: Vehicle Trips/day (banquet): 25 events/year _ 1.2 attendees/vehicle x 2 trips 312 days/year x 0.75 = 10 trips/day It appears the golf and banquet facilities will generate 130 trips per day on an average throughout the year. DAVID ExANS ANDASSOCIATES, INC A PROFESSIONAL SERVICES CONSULTING FIRM OFFICES IN OREGON, WASHINGTON, CALIFORNIA AND ARIZONA 415 118TH AVENUE, S.E. BELLEVUE, WASHINGTON 98005-3553 (206) 455 3571 1FAX (206) 455-3061 Mr. George H. Brown, Jr. June 8, 1993 Page 2 In performing this analysis, we have reviewed information contained in "Trip Generation" - 5th Edition, published by the Institute of Traffic Engineers. These data plot average vehicle trip ends as a function of employees, acreage of golf course, and number of holes. We feel that, in this particular instance, the more detailed analysis of local golf courses coupled with the anticipated projections for amount of play as well as number of banquet events makes our calculations pertinent in this instance. George, I trust this information will be of assistance. Please call if we may be of other help. Best regards, DAVID EVANS AND ASSOCIATES, INC. Barton G. Treece, Jr., P.E. Manager of Engineering BGT:crg c: Bruce Froehlich Pat Irvine Ross Adachi DMD EVANS AND ASSOCIATES, INC. A PROFESSIONAL SERVICES CONSULTING FIRM A. BACKGROUND 1. Name of proposed project, if applicable: 2 . Name of Applicant: wI Lj,-1N"` 'F- &AZTZ1 3. Address and phone number of applicant and contact person: I-AZo .5t-xrr-- -z4cc;, gEoq . , WA. ��1a1 Zcr,-<oZ3-ql�r� 4. Date checklist prepared: S. Agency requesting checklist: 6. Proposed timing or schedule (including phasing, if applicable): 57IOr -1o6J a Juv lI�Z-Z 7. Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. 10. List any governmental approvals or permits that will be needed for your proposal, if known. ekZ -= r-JC'L T-o-t l i 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on thi e. a 5T (rru- Ep C.p CAer 5-(ct2 z. 2 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 4 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth a. General descri tion of the site(circle one): Flat, ollin illy,steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? to'/ c. What general types of soils are found on on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note andy prime farmland. GC1ty�S�a (�2�t d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe.,,``,�..,, f� e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Ors- Gvr' f F-L.LL. 3 f. Could erosion occur as a result of clearing, construction, or use? If so,�� Cs� generally describe. N 90 g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt \�� 'l Q or buildings)? h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: �C�s 2. Air a. What types of emissions to the air would result from the proposai(i.e.,dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. NLo^Jt_'" b. Are there any off -site sources emissions or odor that may affect proposal? If so, generally describe. oc�:) of your C. Proposed measures to reduce or control emissions or other impacts to air, if any: i)o7- evp C.0 uts La 3. Water. a. surface: 1) Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Ov H 2) Will the project require any work over, in, or adjacent to(within 200 feet) the described waters? If yes, please describe and attach available.plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicated the source of fill material. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. �O 5) Does the proposal lie within a 100-year floodplain? If.so, note location on the site plan. 1-)O 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. p0 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, it any (for 77 e x a m p 1 a : Domestic sewage; industrial,containing the following chemicals...; agricultural; etc.). 00 ✓(!5 5 Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system(s) are expected to serve. No T- "LEC/16L. G c. water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. 5T40(ZA14-Z 2) Could waste materials enter ground or surface waters? If so, generally describe. �jo '-Y.�q y1i i�G�C e�CU S d. Proposed measures to reduce or control surface, ground, and runoff impacts, if any: LIN—t>s 4. Plants�z a. Check or circle types of vegetation found on the site: deciduous tree: alder,maple,aspen,other evergreen tree:fir,cedar,pine,other shrubs grass pasture crop or grain wet soil plants:cattail, buttercup,bulrush,skunk cabbage, other water plants: waterlily, eelgrass,milfoil,other other types of vegetation b. what kind and amount of vegetation will be removed or altered? . fZ C. List threatened or endangered species known to be on or near site. A-10-4-r- 6 d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: �g'fi c� � 02�1�! C+�'L •+��r'�Lrrtz S S. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk `heron,eagle,songbirds,other: mammal : We bear,elk,beaver,other: fish: bas , salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. AJCP - & c. Is the site part of a migration route? If SO.- explain. Np,..s (G^.&XA-V d. Proposed measures to preserve or enhance wildlife, if any: 6. Energy and Natural Resources a. what kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. 'z L) 7vcTt4!�5 7 City of ARLINGTON DEPARTMENT OF PUBLIC WORKS PLANNING AND ZONING REVIEW (1) S.E.P.A.: ALLOWABLE LOT COVERAGE Exempt Checklist E.I.S. Required ALLOWED: SHOWN: (2) shoreline Management: Permit Required: Yes No MORE/LESS Date of required Permit APPROVED NOT APPROVED (3) subject to Variance: Yes No (4) Subject to contract Rezone: Yes No (5) Subject to Plat or Short Plat Conditions: Yes No (6) Location on legally separated lot: Yes No (7) Subject to State or Local Flood Zone Permit: Requirements: Yes No (8) Zoning Compliance: A. Zone Classification B. Permitted Use: Yes No C. If no, extention of non -conforming use: D. Minimum lot size required: Shown: E. Yard Requirements: Required Shown 1. Front 2. Side 3. Rear F. Height limitations, Maximum G. Screening Requirement: Yes No H. Landscaping and Plan required: Yes No I. Parking: 1. Off-street parking Required: Yes No 2. Plan provided: Yes No 3. Adequate parking provided: Yes No REVIEWED BY: DATE: City of Arlington Building Department DETERNE NATION OF S.E.P.A. CATEGORICAL EXF1v ION ACTION OR APPLICATION TIME: BRIEF DESCRIPTION OF ACTION: CODE REFERENCE ALLOWING E1 VIPTION: w.a.c. 197 - IZ - 800 PERSON MAILING DETERMINATION: DATE city ar Arlin won -'IRE DE?A.R^_' `NT aA PERMIT # NAME: ADDRESS J"," dl- //l_�. - i - ORIGINAL' DATE BUNG Tjsz 6TiA C, F� BUILDING. CC ANCY CLASSIFICATION V -1 TYPE OF CONSTRUCTION I- F• R• I F• R. I ONE' -$OUR I N I ON -HOUR I N H. T I ON , N YILEASZ INCT3 ALL c?ssARY CORREC"'IONS OR 2E Q'R?.+i. 1'^8 ON S_Tz �L IN zzzo . BITE ?LA.NT: rL�oROV"..D T DENiED accEss R.EQe���.rvTs . IRE La.'i� REQLT:RED : vES S2RINIC.:� S'fST'rf .QC:R D: TES V0 :�YDRA.*1T REQUIZD : YES_ NO OF HYD RA*iT I S REQUIRED LOCATION Or Hv-mp- NTS FIR.- FLOW S�QUZ�:"'' .*iT: 2 %—c ALARLK SYSTEM REQU : YES NO X lQT0X BOX RrQUiRED : YES NO LOCATION• FIRE EXT=IGUISHERS REQ=ED : YF..S-4_ NO LOCATION: ADDRESS LOCATION ON BUILOZNG:—/ s 'PDA u�G see, LETTER SIZE: ?I!'-, C3__ � / (/ rZ��� OA--m . F IRE FLOW FOR WC AND RIDGE GOLF CLUBHOUSE —PERMIT # 848 ,ETERMINE THE TYPE OF CONSTRUCTION 1. Wood Frame (C=1.5) V-N 2. Ordinary (C=1.0) 3. Noncombustible (C=0.8) 4. Fire Resistive (C=(3.6) B. DETERMINE THE GROUND FLOOR AREA 10,355 C. DETERMINE THE HEIGHT IN STORIES 1 D. DETERMINE REQUIRED FIRE FLOW TO THE NEAREST 250 gpm (USE TABLE) 2750 GPM E. DETERMINE THE CREDIT OR SURCHARGE,IF ANY,FOR TYPE OF OCCUPANCY. CREDIT (SUBTRACT) 0 SURCHARGE (ADD) 0 TOTAL 0 F. DETERMINE CREDIT IF ANY FOR CREDIT (SUBTRACT) 0 AUTOMATIC SPRINKLER PROTECTION. DO NOT ROUND OFF. TOTAL 0 G. DETERMINE THE TOTAL SURCHARGE SURCHARGE (ADD) 0 FOR EXPOSURES. DO NOT ROUND OFF. TOTAL 0 ROUND OFF THE FINAL ANSWER TO THE NEAREST 250 gpm IF LESS THAN 2500 gpm AND TO THE NEAREST 500 gpm IF GREATER THAN 2500 gpm._ TOTAL *EXPOSURES 1) NORTH ADD 2) SOUTH 3) EAST 4) WEST X X 2,750 G.P.M. TOTAL X COMPLETED 1 T L E FIRE CHIEF DATE 7- 6- 92 DEAN T. OLSEN City of LRIGINALI Arlington PERMIT # — accoUNT # NaXZ- : ADDRESS: DATE S - Zo -'Tl— BU=ZNG USE: a� C L3 # OF BiT+LDING L'NI''_'S s 7'QII'-n-.pvM 9 cy. S 7 ?LA-117 BLDG WA'.'ER WATER '•'f'ET REQ� DEPT S,... DEPT Sze YES NO HEALTH OEPT APPROVAL: YES NO �- SIDE SEWER PER4:,- R?QiTIR� : YES �— NO TOTAL DESIGN UNITS REQU :RED : -~ _ gs�o d Thus Paiv GARBAGE PAD: YES _✓ NO SPRIVKLr2a SYSTmv.: `_'TS -D , 0NO LOCATION: _ A-s o .a�o�✓ ��..�sr- /1-�✓J .cii�� SPcT...f `ic iic- r CURB: GUTTER: SIDE WALK: PAVING: STORM ORA.-DIAGE: CROSS -CONNECTION CONTROL (DON SMITH) BAa7WA'--M VALVE (BRUCE SCHI?,GEL) SPECIAL DISCHARGE INTO WWTP (PERMIT COMMENTS OR SPECIAL PROVISIONS: YES ✓ NO YES NO VMS 'i NO YES _� NO YES ✓ NO YES _-= NO YES ✓ No IITT_LiTIES SUPmrrZSOR: a DATE /-f'Z City of BIGINALl lingn n16 PERMIT # �> ACCOUNT # NAME: ADDRESS: DATE S ZA -'72— BUILDING USE: EJ �' OF BUILDING UNITS ?"ASA NO'P'g N- 42-P89ARY CORRp'C' ONS OR Rv QTRRSv_NTg ON SITE pLA'4 N Rzpa BLDG WATER WATER METER REQUIRED: SIZE_ EPT DEPT SEWER REQUIRED: YES V/" NO HEALTH DEPT APPROVAL: YES NO SIDE SEWER PERMIT REQUIRE: YES ✓ NO TOTAL DESIGN UNITS REQUIRED: C a u ors 00&', GARBAGE CONTATNZR PAD: YES NO SPRINi0:,ER SYSTE4: YES D.O. NO iiYDRANT REQUIREED : YES v NO LOCATION YES ES � NO YES � NO SIDE WALE: YES NO PAVING: YES ✓ NO STORM DRAINAGE: YES ✓ NO CROSS -CONNECTION CONTROL (DON SMITH): YES NO BACKWATER VALVE (BRUCE SCMAGEL) : YES i ✓ i NO SPECIAL DISCHARGE INTO WWTP , (PERMIT REQUIRED) COMMENTS OR SPECIAL PROVISIONS: D ,p UTILITIES SUPERVISOR: ala� DATE .r' ENGINEERING & STORM DRAINAGE PERMIT # ep NAME: ADDRESS: TYPE OF BUILDING: PLEASE NOTE ALL NECESSARY CORRECTIONS OR REQUIREMENTS ON SITE PLAN IN RED. STORM DRAINAGE DRAWINGS STORM DRAINAGE CALCS ROW REQUIRED APPROVED\YES DENIED\NO AMOUNT REQUIRED: EASEMENT REQUIRED AMOUNT REQUIRED: CURB GUTTER SIDEWALK PAVING TRAFFIC MITIGATION FEES TOTAL ADT x $50: AMOUNT OF MITIGATION FEE: CITY ENGINEER: DATE: .41 June 30, 1993 WJVX0006 Mr. Arnold Zirkle, P.E. City Engineer City of Arlington 238 N. Olympic Avenue Arlington, Washington 98223 Re: Trip Generation for Golf Courses This letter provides information to assist the City of Arlington in evaluating trip generation for the Gleneagle Golf Course. Trip generation for golf courses in the Pacific Northwest is best done using local data. The Institute of Transportation Engineers provides a reference, Trip Generation, which is often used as a resource for estimating traffic for various land uses. Unfortunately, the data for golf courses in Trip Generation is poor. The information does not include whether the golf course includes other ancillary uses such as a driving range or pro shop. Nor does the data indicate what time of year the count was performed, and therefore does not account for seasonal variations. The TTE data is attached to this letter for your information. As you can see, there is a very large variation in the number of trips generated at 18-hole golf courses. In fact, the statistical correlation of the data is very poor. TTE recommends that when the "R-squared" is below .80, that the data be used with the strictest caution. Carl Buttke, P.E., Director of Transportation for DEA and Chairman of the Trip Generation Committee for TTE advises that golf course trip generation can be best done empirically using local data. A member of DEA's staff, Erin Bard, performed a survey of golf courses in the area to determine the average number of occupants per vehicle, the number of tee times per day, and the seasonal variation in the number of tee times per day. A partial list of the locations surveyed includes: Riverbend Kent, WA Bellevue Municipal Bellevue, WA Port Ludlow Port Ludlow, WA Walter Hall Everett, WA Kayak Point Snohomish County, WA Bear Creek Woodinville, WA Average Vehicle Occupancy. The average vehicle occupancy for the golf courses surveyed is 1.2 persons per vehicle. Courses farther from population centers tended to average higher vehicle occupancies than those in urban areas. The occupancy includes employee vehicles. To determine average daily trip generation for a golf course (one without significant other operations such as a large pro shop or separate driving range such as Gleneagle) within a residential development, several variables are required. The information must include the average vehicle occupancy, the anticipated number of rounds of golf per year, the number of DNAD EVANS ANDASSOC[ATES, INC A PROFESSIONAL SERVICES CONSULTING FIRM OFFICES IN OREGON, WASHINGTON, CALIFORNIA AND ARIZONA 415118TH AVENUE, S.E. BELIFVUE, WASHINGTON 98005-3553 (206) 455-3571 FAX (206) 455-3061 Mr. Arnold Zirkle, P.E. June 30, 1993 Page 2 residents that would use the golf course, and the number of days the golf course is available for play. The resultant formula is: I .tKouncls of c g_11l x (2 "1'r1p§ Vehiciex(Percent Non-resident Trio) = Average trips per day (Average persons per vehicle) X (Number of Days of Operation) Trip Generation Based on Gleneagle Operator's Projections. Gleneagle's operators project 30,000 rounds of golf each year. As in our letter of June 8, 1993, the equation as applied to Gleneagle is as shown below: 30,000 x 2 x 0.75 --------- --_ = 120 trips/day 1.2x312 The resulting 120 trips per day is the average daily trip generation over the year for golf related activities. The peak trip generation would occur in the summer when more tee times are available, and the tee times are typically filled with foursomes. The peak summer daily trip generation is estimated to be 390 vehicles per day (vpd). Also, as noted in our June 8, 1993 letter, banquet -type events would add an additional 10 trips per day. Trip Generation Based on Local Experience. Based on the survey of Pacific Northwest golf courses, we could expect the rounds of golf for Gleneagle to range between 35,000 and 40,000 per year. This would result in an average of between 140 and 160 golf related daily trips with the summer peak at 390 vpd (the same as above). Because of the potential variation in the factors affecting average daily trip generation for golf courses, the Gleneagle site should be monitored to determine if the activity is less than or exceeds estimates. The monitoring should include one week of traffic counts and vehicle occupancy surveys. This data would then be translated to -an average for the year using ` records kept for the golf course of number of rounds played. Y Please call if you need additional information. / ,'� �� F �� Best regards, IbZ­ + 57� SOn DAVID EVANS AND ASSOCIATES, INC. Barton G. Treece, Jr., P.E. Manager of Engineering attachments D"D FANS AND ASSOCIATES, INC. A PROFESSIONAL SEMICES CONSULTING FIRM 0 17) �� _ aJ - WATER AND SEWER FEE CALCULATION WORKSHEET Building Permit No. -� r,� W/S Application No. Date �� 1 - C- e ✓,ec p,1, Service Address / l t nLl��?s'� .'.0 :�:U. Lot Number - .`�� Plat Name nt_ Applicant Name G 1 e ne4,6, I e. (]G 1 (� �f: (1,4SQ Acct. No. No. SFR Units No. MFR Units # ERU's (see next section) EQUIVgLENT RESIDENTIAL UNIT CALCULATION {� ? I Lva (t hO A Discharge Facility (Category) n GC. I I i V"I Design Unit (Basis) No. Design Units_ X Flow Per Unit (gpd) Total Flow (gpd) z�_, Total Flow (gpd) 250 gpd (SFRU) = Equivalent Residential Units (ERU) WATER AND SEWER FEES ( ERU = Equivalent Residential Unit; RU = Residential Unit (single-family or multi -family)) WATER TAP -IN CHARGE First ERU , Meter Size ! — $ �15ce, ''1"n Additional ERU's X $ 1500.00 $ 06 First RU, Meter Size $ Additional RU's X $ 1500.00 $ WATER CONNECTION CIJARGE Meter Size S SEWER CONNECTION CHARGE ERU'S X $ 3000.00 RU's X S 3000.00 s SIDE SEWER PERMIT CHARGE First ERU @ $ 100.00 $ Additional ERU's X $ 20.00 $ First RU @ $ 100.06 $ Additional RU's X $ 20.00 $ STREET REPAIRS $ FIRE HYDRANT INSTALLATION $ OTHER $ TOTAL CHARGES 5 S S MEMORANDUM TO: Staff FROM: Building Department DATE: June 30, 1993 SUBJECT: Clubhouse building permit fees Plan Check $2,300.68 Paid 4/24/92 expired 4/24/93 Plan Check $2,300.00 FPaid 5/19/93 Permit $3,539.50 Energy Code Surcharge $4.50 Water/Sewer fees $47,710.00 TOTAL - Breakdown below Tap -in charge (9 ERU's, 1'h" (1 ® $7,500; 1 a $1,500) $19,500.00 Water Svc. Connection 1'h" $950.00 Side Sewer Permit $260.00 9 ERU's (1 ® $100; 8 0 $20) Sewer Svc. Connection $27,000.00 9 ERU's (9 (2 $3,000) Traffic Mitigation TOTAL (excluding traffic $51,254.00 mitigation) Note: Mechanical and plumbing fees are not included. These are separate permits (plans have not been submitted) and will be determined when plans have been submitted. %"51UhutiWCHP_S-_ MEMORANDUM TO: Staff FROM: Building Department DATE: June 30, 1993 SUBJECT: Clubhouse building permit fees Plan Check $2,300.68 Paid 4/24/92 expired 4/24/93 Plan Check $2,300.00 Paid 5/19/93 Permit $3,539.50 Energy Code Surcharge $4.50 Water/Sewer fees $47,710.00 TOTAL - Breakdown below Tap -in charge (9 ERU's, 11h" (1 ® $7,500; 1 $1,500) 119,500.00 Water Svc. Connection 11h" $950.00 Side Sewer Permit $260.00 9 ERU's (1 ® $100; 8 0 $20) Sewer Svc. Connection $27,000.00 9 ERU's (9 ® $3,000) Traffic Mitigation TOTAL (excluding traffic $51,254.00 mitigation) 52 37% Note: Mechanical and plumbing fees are not included. These are separate permits (plans have not been submitted) and will be determined when plans have been submitted. \wp5t\shenrAGcxperm$.m= Gr,EINEArr E GOLF CLUBHOUSE for Woodland Ridge Joint Venture Arlington, Washington ARCHITECT: William B. Karst, Jr. (Callison) CODE DATA OCCUPANCY GROUPS: A-3 & B-2 TYPE OF CONSTRUCTION: V-N BUILDING IEIGHT: 37'-10" BUILDING AREAS: Basement Main Floor July 1, 1992 One Story Plus Basement) 4,992 S.F. Enclosed 907 S.F. Oven 7,684 S.F. Enclosed 2,095 S.F. Deck & Stair 576 S.F. Porte Cochere Separation not dimensioned, but exceeds 60'. BASIC ALL019 BLE AREAS: B-2 8,000 S.F. A-3 &,000 S.F. Allowable increase for separation - 100% increase. B-2, 8000 X 2 = 16,000 S.F. A-3, 6000 X 2 = 12,000 S.F. The basement is limited to the area of occupancy enclosed. By inspection, the building is within OCCUPANT LOADS: a 1-story building for the type of the allowable area. Roam 201 = 54.8 Room 101 = 9.4 202 = 2.3 102 = 7.4 203 = 21.5 103 = 4.3 206 = 57.3 107 = 1.5 207 = 57.3 Vending 'Machine = 6.7 208 = 96.5 TOTAL Basement 29.3 2Q9 = 4.2 21Q = 0.5 215 = 1.0 'TOTAL OCCUPANCY LOAD = 412 218 = 0.5 219 = 0.2 220 = 0.3 224 = 86.0 TOTAL Main Flr.382.4 VALUATION: 7,684 X $62.20 X .88 = $420,591.00 2,095 X $13.10 X .88 = 24,151.00 576 X $20.30 X .88 = 10,290.00 4,992 X $29.50 X .88 = 129,592.OQ 584,624.00 The Owner declared a value of $1,000,000.QO PERMIT FEE: $3,539.50 PLAN CHECK FEE: $2,300.68 Separation not dimensioned, but exceeds 60'. BASIC ALL019 BLE AREAS: B-2 8,000 S.F. A-3 &,000 S.F. Allowable increase for separation - 100% increase. B-2, 8000 X 2 = 16,000 S.F. A-3, 6000 X 2 = 12,000 S.F. The basement is limited to the area of occupancy enclosed. By inspection, the building is within OCCUPANT LOADS: a 1-story building for the type of the allowable area. Roam 201 = 54.8 Room 101 = 9.4 202 = 2.3 102 = 7.4 203 = 21.5 103 = 4.3 206 = 57.3 107 = 1.5 207 = 57.3 Vending 'Machine = 6.7 208 = 96.5 TOTAL Basement 29.3 2Q9 = 4.2 21Q = 0.5 215 = 1.0 'TOTAL OCCUPANCY LOAD = 412 218 = 0.5 219 = 0.2 220 = 0.3 224 = 86.0 TOTAL Main Flr.382.4 VALUATION: 7,684 X $62.20 X .88 = $420,591.00 2,095 X $13.10 X .88 = 24,151.00 576 X $20.30 X .88 = 10,290.00 4,992 X $29.50 X .88 = 129,592.OQ 584,624.00 The Owner declared a value of $1,000,000.QO PERMIT FEE: $3,539.50 PLAN CHECK FEE: $2,300.68 VALUATION: 7,684 X $62.20 X .88 = $420,591.00 2,095 X $13.10 X .88 = 24,151.00 576 X $20.30 X .88 = 10,290.00 4,992 X $29.50 X .88 = 129,592.OQ 584,624.00 The Owner declared a value of $1,000,000.QO PERMIT FEE: $3,539.50 PLAN CHECK FEE: $2,300.68 GI NEAGLE GOLF CLUBHOUSE -2- July 1, 1992 Dear David: The submitted drawings have been examined for compliance with the 1988 Edition of the Uniform Building Code. The following items should be corrected before the permit is issued: 1. You should ensure that the city agencies such as Planning, Zoning, Public Works and the Fire Department approve of the project. 2. The drawings should be checked and corrected including: a) The dimensions of detail 1/A5.1, the main level plan, and the lower level plan at the stair should be corrected and agree. b) A` detail - 62/52'.is' .cut :on,: they Floor::Frami_ng Plan through the Porte Cochere, but the detail is not on the drawings. c) Mechanical and electrical should be submitted. d) Windows on either side of door 210 are incorrect for size. e) Windows E and F apparently are incorrectly sized. 3. The structural drawings should be stamped and signed by the architect or the engineer. Sec. 302(b). 4. Special inspection should be provided for: a) Continuous inspection for all concrete (except slabs) for concrete based upon fIc exceedinq 2,500 p.s.i. b) Rebar in concrete requiring special inspection. c) Grading and filling. 5. Walls of water closets and around urinals should be finished with a smooth, hard, non -absorbent surface to a height of V -0" above the floor. The drawings and specifications ,indicate that "Zolatone" is used. The architect should submit evidence that Zolatone complies with the code requirements. 6. An unobstructed floor space of 60 inches is required in all handicapped toilets. Sec. 511(a) W.B.F.C. 7. All doors in the accessible route of travel, should have an unobstructed floor space extending at least 18" beyond the strike jamb on the side of the door swing, and where the door is equipped with both closer and latch, should haVe an unobstructed floor space 12" beyond the strike jamb on the opposite side of the door swing, 8. Exposed hot water and waste pipes should be protected against contact. 9. Handicapped parking and signage should be provided in accordance with WAC 51-10. 10. Showers should comply with the Barrier Free Code requirements. Sec, 511 (e) W,B.F.C, 11. Water heaters should have seismic tie -downs. Sec. 504(d)U.M,C. 12. An address should be provided which is plainly visible and legible from the street fronting the property. Sec. 513 GLENEAGLE GOLF CLUBHOUSE -3- July 1, 1992 13. A-3 occupancies with an occupant load of 50 or more which are located over usable space should be separated from such space by not less than 1-hour fire resistive construction. Sec. 602(b). 3/4 T & G plywood does not comply and all beams and columns should be protected. The columns exposed to injury from moving vehicles should have column jacketing. Sec. 4303(b)5. 14. All parts of the building should have ventilation in.:accordance with Sec. 605. 15. Toilet rooms should have separate and individual exhaust systems. Sec. 1105(a)U.M.C. 16. See Section 608 for central heating plant, if applicable. 17. If batteries are charged for carts in the basement, the room should be an H occupancy and all requirements should be provided. (David, verify with the Fire Chief.) 18. Usable space under the 1st floor, except under A-3 occupancies should be protected on the side of the usable space by material of 1-hour construction. Sec. 1703. 19. The Room Finish Schedule notes that for the deck floor construction "see the Specification Manual." The exact section of the specifications should be noted. The same applies to the note RF-1 (Kitchen area). 20. The Gallery (205) is shown and is in the finish schedule. In Section B/A4.1 a Hall is noted which is not scheduled. 21. The installation of the ceilings should be shown. There is a note that the ceiling is suspended. The ceiling height should be shown. 22. The requirements of UBC Standards No. 47-18 shall be included in the specifications or noted on the drawings for lateral bracing of the suspended ceiling. Sec. 4701(e) See Sec. 47.1812(e) of the Standards. 23. If applicable, the non -bearing walls should be held down from the bottom chord of the trusses with approved fasteners (such as Simpson STC clips) to ensure that the truss chord will not bear on the wall. 24. The structural notes call for Grade 40 rebar and the structural calcula- tions call for grade 60. They should be coordinated. 25. Lateral design calculations should be submitted or the building should comply with Sec. 2517(g)3. 26. Structural calculations on sheet F-3 for beam FB-2 shows a span of 9'-0". The hall or gallery above is 10' wide. The architect and the engineer should get together. GIENEAGLE GOLF CLUBHOUSE -4- July 1, 1992 27, A retaining wall is shown on the west side of the south side. The foundation shows detail 23/S-1 cut through the wall. On sheet s-3-section 68/S-3 shows a retaining wall schedule, which should apply instead of section 23/S-1. There is no floor supporting the top of the wall. 28. Bar "a" is not identified in the retaining wall section of detail 68/S-3. 29. Crawl space under joists should be 18" and 12" under beams. Sec. 2515(b) Note on drawings. 30. The crawl space should have ventilation areas equal to a net area of one foot per 150 feet. The crawl space has appro.,dnately 3,627 S.F. 3,627 divided by 150 and multiplied by 144 requires 3,482 net sq. in. 1/4" ardware cloth (which is required) is 75% clear or 3,482 X 1.25 = 4,352 sq. in. gross. This requires 34 - 8" X 16" vents rather than 19 as shown. Sec. 2516(c)6. 31. Draft stops should be provided in roofs and overhangs so that the greatest horizontal dimension does not exceed 60 feet. Sec. 2516(f)4B(iii). 32. Anchor bolts should have 71' embedment. Sec. 2907(f). 33. Individual concrete piers should project 8" above the ground in the crawl space or the posts should be pressure treated. Sec. 2516(c)4. 34. Asphalt shingles should be a Class A shingle made with fiberglass. Evidence should be submitted that G AF Timberline complies with the U-L rating. 35. Attic access doors should be provided in the draft stop walls. Doors should be self -closing with automatic latches. Sec. 2516(f)5. 36. Two exterior exits should be provided from the lounge (Room 206) or the hall will become an exit corridor, which would be 1-hour construction with 20 minute doors. 37. Two exits should be provided to the exterior from the Lobby (Room 201). Table No. 33 A, ,item 3 (Lobby Accessory to Assembly Occupancy.) 38. Doors to exterior without panic hardware should be openable from the inside without the use of a key. Sec. 3304(c). 39. At least one handrail should extend not less than 12 inches beyond the top riser nor less than 23 inches beyond riser. Sec. 3306(j)W.B.F.C. 40. In required stairs, nosings must be flush, slip -resistant and rounded to a radius of 1/2 inch. -maximum. The underside of the nosing shall have an angle of not less than 60 degrees from the horizontal. Sec. 3306(m)`a.B.F.C. 41. Illuminated exit signs shall be installed at all required exits where the exit serves an occupant load of 50 or more . Sec. 3314(a). GI, EA= GOLF CLUBHOUSE -5- July 1, 1992 42. In assembly occupancies without fixed seats a minimum clear aisle width of 36 inches is required where tables and chairs are placed on one side of the aisle and 44 inches where chairs are placed on both sides of aisles. The chairs should be in the position where itlds when'.it is pulled out for a person to sit down. A table and chair layout should be submitted for the dining roams, the lounge and the decks. Sec. 3315(b)2. 43. The gas fired fireplace unit should have the approval label attched and so noted. Sec. 3705(a). The fireplace and hearth should be installed in accordance with the manufacturer's instructions. 44. Recessed light fixtures, if applicable, in the basement area should be in approved assemblies. Sec. 4303(b)6. 45. Glass and glazing should be impact resistant in: a) Doors b) Windows within 12" of doors. This includes windows above the lower panel. (Door 210) 46. The building should comply with the Washington Energy Code: a) R-30 Roof/ceiling. b) R-11 Exterior walls (all walls adjacent to an unheated space such as basement toilets.) c) R-11 Floors over unheated space. d) R-4 Walls below grade. e) R-7 slab on grade, with a thermal break at slab floors. f) Double glazing. g) Total glazing area, 32% of wall area. h) Calculations should be submitted to show conformance. Sincerely, I \-A Jo H. Farrens, Jr. CITY OF ARLINGTON' DEPARTMENT OF COADIUNITY DEVELOPMENT 238 NORTH OLYNMC ARLINGTON, WA 98=3 July 13, 1992 4354724 FA%:435-3906 � J .1Ut1619e2'-1 GLENEAGLE GOLF CLUBHOUSE for Woodland Ridge Joint Venture Arlington, Washington ARCHITECT: William B. Gartz, Jr. (Callison) CODE DATA OCCUPANCY GROUPS: A-3 & B-2 TYPE OF CONSTRUCTION: V-N BUILDING HEIGHT: 37'-10" (One Story Plus Basement) BUILDING AREAS: Basement 4,992 S.F. Enclosed- 907 S.F. Open 7,684 S.F. Enclosed 2,095 S.F. Deck & Stair 576 S.F. Porte Cochere Separation not dimensioned, but exceeds 601. BASIC ALLOWABLE AREAS: B-2 8,000 S.F. A-3 6,000 S.F. Allowable increase for separation - 100% increase. B-2, 8000 X 2 = 16,000 S.F. A-3, 6000 X 2 = 12,000 S.F. The basement is limited to the area of a 1-story building for the type of occupancy enclosed. By inspection, the building is within the allowable area. OCCUPANT LOADS: Room 201 = 54.8 202 = 2.3 203 = 21.5 206 = 57.3 207 = 57.3 208 = 96.5 209 4.2 210 = 0.5 215 = "1.0 218 = 0.5 219 = 0.2 220 = 0.3 224 = 86.0 TOTAL Main Flr. 382.4 GLENEAGLE GOLF CLUBHOUSE July 13, 1992 Page 2 Dear Bill: The submitted drawings have been examined for the compliance with the 1988 Edition of the Uniform Building Code. The following items should be corrected before the permit is issued: 1. Th drawings.should be checked and corrected including: The dimensions of detail 1/A5.1, the main level plan, and N O the lower level plan at the stair should be corrected and agree. A detail 62/53 is cut on the Floor Framing Plan through the ?!rte Cochere, but the detail is not on the drawings. Mechanical and electrical drawings should be submitted. Windows on either side of door 210 are incorrect for size. jf Windows E and F apparently are incorrectly sized. The Structural drawings should be stamped and signed by the 0 architect or the engineer. Sec. 302(b). 3. Special inspection should be provided for: 4K Continuous inspection for all concrete (except slabs) for ,:concret based upon f'c exceeding 2,500 p.s.i. Rebar in concrete requiring special inspection. Grading and filling. Walls of water closets and around urinals should be finished with -a smooth, hard, non absorbent surface to a height of 41- 0" above the floor-. The drawings and specifications indicate that "Zolatone" is used. The architect should submit evidence that Zolatone complies with the code requirements. An unobstructed floor space of 60 inches is required in all handicapped toilets. Sec. 511(a) W.B.F.C. ' All doors in tie accessible route of travel should have a unobstructed floor space extending at least 18" beyond the strike jamb on the side of the door swing, and where the door is equipped with both closer and latch, should have an unobstructed floor space 12" beyond the strike jamb on the opposite side of the door swing. © 0*"7. Exposed hot water and waste pipes should be protected against r contact. �l � S. Handicapped parking and signage should be provided in o' accordance with WAC 51-10. GLENEAGLE GOLF CLUBHOUSE July 13, 1992 Page 3 Showers should comply with the Barrier Free Code requirements. " Sec. (e) W.B.F.C. . Water heaters should have seismic tie -downs. rod Sec. 504(d) U.M.C. 11. An address should be provided which is plainly visible and legible from the street fronting the property. Sec. 513 12. A-3 occupancies with an occupant load of 50 or more which are located over usable space should be separated from such spa e not less than 1-hour fire resistive construction. Sec. 602 '� NO .--13. All- parts of the building should have ventilation in Vk accordance with Sec. 605. 14. Toilet rooms should have separate and individual exhaust systems. Sec. 1105 (a) U.M.C. ,jam 15. See Section 608 for central heating plant, if applicable. f� If batteries are charged for carts in the basement, the room should be an1�!) occupancy and all requirements should be provided, or provide appropriate ventilation requirements. 7 01- Usable space under the 1st floor, except under A-3 occupancies should be protected on the side of the usable space by material of 1-hour construction. Sec. 1703. r 18. The room Finish Schedule notes that for the deck floor construction "see the Specification Manual" The exact section of the specifications should be noted. The same applies to the ote RF-1 (Kitchen area) . _ 0, ,A dwrij&J � ,Vj The Gallery (205) is shown and in the finish schedule. In the 40_1section B/A4.1 a Hall is noted which is not scheduled. The installation of the ceilings should be shown. There is a note that the ceiling is suspended. The.ceiling height should be shown. The requirements of UBC Standards No.`„47-18,-shall be included 'in the specifications or noted on the drawings for lateral bracing of the suspended ceiling. Sec. 4701(e) See Sec. 47.1812(e) of the standards. GLENEAGLE GOLF CLUBHOUSE July 13, 1992 Page 4 r% The structural notes call for grade 40 rebar and the structural calculations call for grade 60. They should be coordinated. wlding Lateral design calculations should be submitted or the should comply with Sec. 2517 (g) 3. Structural calculations on sheet F-3 for beam FB-2 shows a span of 9'-011. The hall or gallery above is 10' wide. �/25. A retaining, wall is shown on the west side of the south side. /O r The foundation shows detail 23/S-1 cut through the wall. On sheet u S-3 shows a retaining wall schedule, which should apply instead of section 23/S-1. There is no floor supporting the top of the wall. */ 6. Bar "a" is not identified in the retaining wall section of detail 68/S-3. Crawl space under joists should be 18" and 12" under beams. Sec. 2515 (b) Note on drawings. 28. The crawl space should have ventilation areas equal to a net .area of one foot per 150 feet. The crawl space has approximately r• 3,627 S.F. 3,627 divided by 150 and multiplied by 144 requires 3,482 net sq. in. 1/4" hardware cloth ( which is required) is 75% clear or-3,482 X 1.25 = 4,352 sq.in. gross. This requires 34 - 8' X 16" vents rather than 19 as shown. Sec. 2516 (c) 6. Xhe Drafts stops should be provided in roofs and overhangs so that greatest horizontal dimensions does not exceed 60 feet. Sec. 2516 (f) 4B (iii) . 3r� Anchor bolts should have 7" embedment. Sec. 2907 (c) 4. r Individual concrete piers should protect 8" above the ground +4 in the crawl space or the post should be pressure treated. Sec. 2516 (c) 4. AAsphalt shingles should be a Class A shingle made with erglass. Evidence should be submitted that G AF Timberline complies with the U - L rating. Attic access doors should be provided in the draft- stop walls. Doors should be self -closing with atomatic latches. Sec. 2516 (f) 5. GLENEAGLE GOLF CLUBHOUSE July 13, 1992 Page 5 3r4. Two exterior exits should be provided from the lounge (Room X206) or the hall will become an exit corridor, which would be 1- Hour construction with 20-minute doors. Two exits should be provided to exterior from the lobby (Room 201). Table No. 33-A, item 3 (Lobby Accessory to Assembly Occupancy) Z6Doors to exterior without panic hardware should be openable fram the inside without the use of a key. Sec 3304(c) At least one handrail should extend not less that 12 inches beyond the top riser nor less than 23 inches beyond riser. Sec. 3306(j) W.B.F.C. 3, In required stairs, nosings must be flush, slip -resistant and mounded to a radius of 1/2 inch maximum. The underside of the nosing shall have an angle of not less than 60 degrees from the horizontal. Sec. 3306(m)W.B.F.C. 39. Illuminated exit signs shall be installed at all required f exits where the exit serves an occupant load of 50 or more. Sec. 3314(a). C40-:1 In assembly occupancies without fixed seats, a minimum clear aisle width of 36 inches is required where tables and chairs are placed on one side of the aisle and 44 inches where chairs are placed on both sides of aisles. The chairs should be in the position where it is when it is pulled out for a person to sit down. A table and chair layout should be submitted for the dining rooms, the lounge and the decks. Sec. 3315(b)2. 1`. The gas fired fireplace unit should have the approval label attached and so noted. Sec. 3705(a). The fireplace and hearth should be installed in accordance with the manufacturer's instructions. Recessed light fixtures, if applicable, in the basement area 1� should be in approved assemblies. Sec. 4303(b)6. 43. GlAss and glazing should be impact resistant in: Doors Windows within 12" of doors. This includes windows above the lower panel. (Door 210) CITY OF ARLINGTON DEPARTMENT OF CONDIUNITY DEVELOPAIEgT 238 NORTH OLYMPIC f2 ARLINGTON, WA 98223 I i� 435-0724 FAX:435-3906 T.11 J July 13, 1992 I HE CAL? 1SON P, RPRP ' GLENEAGLE GOLF CLUBHOUSE for Woodland Ridge Joint Venture Arlington, Washington ARCHITECT: William B. Gartz, Jr. (Callison) CODE DATA OCCUPANCY GROUPS: A-3 & B-2 TYPE OF CONSTRUCTION: V-N BUILDING HEIGHT: 37'-10" (One Story Plus Basement) BUILDING AREAS: Basement 4,992 S.F. Enclosed 907 S.F. Open 7,684 S.F. Enclosed 2,095 S.F. Deck & Stair 576 S.F. Porte Cochere Separation not dimensioned, but exceeds 601. BASIC ALLOWABLE AREAS: B-2 8,000 S.F. A-3 6,000 S.F. Allowable increase for separation - 100% increase. B-2, 8000 X 2 = 16,000 S.F. A-3, 6000 X 2 = 12,000 S.F. The basement is limited to the area of a 1-story building for the type of occupancy enclosed. By inspection, the building is within the allowable area. OCCUPANT LOADS: Room 201 = 54.8 202 = 2.3 203 = 21.5 206 = 57.3 207 = 57.3 208 = 96.5 209 4.2 210 = 0.5 215 = 1.0 218 = 0.5 219 = 0.2 220 = 0.3 224 = 86.0 TOTAL Main Flr. 382.4 �! GLENEAGLE GOLF CLUBHOUSE �} July 13, 1992 Page 2 Dear Bill: The submitted drawings have been examined for the compliance with the 1988 Edition of the Uniform Building Code. The following items should be corrected before the permit is issued: 1. Thg drawings.should be checked and corrected including: #*7 The dimensions of detail 1/A5.1, the main level plan, and the lower level plan at the stair should be corrected and agree. -�� A detail 62/0;3 is cut on the Floor Framing Plan through the Porte Cochere, but the detail is not on the drawings. - mechanical and electrical drawings should be submitted. j Windows on either side of door 210 are incorrect for size. Windows E and F apparently are incorrectly sized. The Structural drawings should be stamped and signed by the architect or the engineer. Sec. 302(b). 3. Spe ial inspection should be provided for: Continuous inspection for all concrete (except slabs) for concre based upon f'c exceeding 2,500 p.s.i. Rebar in concrete requiring special inspection. Grading and filling. Halls of water closets and around urinals should be finished witha smooth, hard, non absorbent surface to a height of 41- 0" above the floor. The drawings and specifications indicate that "Zolatone" is used. The architect should submit evidence that Zolatone complies with the code requirements. 09. An unobstructed floor space of 60 inches is required in all handicapped toilets. Sec. 511(a) W.B.F.C. ' '/ All doors in the accessible route of travel should have a unobstructed floor space extending at least 18" beyond the strike jamb on the side of the door swing, and where the door is equipped with both closer and latch, should have an unobstructed floor space 12" beyond the strike jamb on the opposite side of the door swing. 1. Exposed hot water and waste pipes should be protected against contact. Handicapped parking and signage should be provided in accordance with WAC 51-10. GLENEAGLE GOLF CLUBHOUSE July 13, 1992 Page 3 Showers should comply with the Barrier Free Code requirements. Sec. (e) W.B.F.C. Water heaters should have seismic tie -downs. Sec. 504(d) U.M.C. 11. An address should be provided which is plainly visible and 040000 legible from the street fronting the property. Sec. 513 12. A-3 occupancies with an occupant load of 50 or more which are located over usable space should be separated from such spa IAN not less than 1-hour fire resistive construction. Sec. 602 *t0w 13. All- parts of the building should --have ventilation in accordance with Sec. 605. PAS 14. Toilet rooms should have separate and individual exhaust systems. Sec. 1105 (a) U.M.C. 15. See Section 608 for central heating plant, if applicable. i If batt ries are charged for carts in the basement, the room should be anoccupancy and all requirements should be provided, or provide appropriate ventilation requirements. 7 dsable space under the 1st floor, except under A-3 occupancies should be protected on the side of the usable space by material of 1-hour construction. Sec. 1703. *__* 18. The room Finish Schedule notes that for the deck floor (construction "see the Specification Manual" The exact section of the specifications should be noted. The same applies to the ote or RF-1 (Kitchen area) . C,4,�ilpr J3- A& � � � _ ?JJ 1 The Gallery (205) is Shawn and in the finish schedule. In the section B/A4.1 a Hall is noted which is not scheduled. The installation of the ceilings should be shown. There is a note that the ceiling is suspended. The ceiling height should be shown. The requirements of UBC Standards No_', 47---18-shall be included in the specifications or noted on the drawings for lateral bracing of the suspended ceiling. Sec. 4701(e) See Sec. 47.1812(e) of the standards. - GLENEAGLE GOLF CLUBHOUSE July 13, 1992 Page 4 The structural notes call for grade 40 rebar and the structural calculations call for grade 60. They should be coordinated. S� V Lateral design calculations should be submitted or the lding should comply with Sec. 2517 (g) 3. �`span Structural calculations on sheet 7-3 for beam FB-2 shows a of 9'-011. The hall or gallery above is 10' wide. /,-.a/25. A retaining wall is shown on the west side of the south side. i The foundation shows detail 23/S-1 cut through the wall. On sheet . S-3 shows a retaining wall schedule, which should apply instead of section 23/S--1. There is no floor,supporting the top of the wall. Ee Bar "a" is not identified in the retaining wall section of ail 68/S-3. XCrawl space under joists should be 18" and 12" under beams. Sec. 2515 (b) Note on drawings. 28. The crawl space should have ventilation areas equal to a net ` area of one foot per 150 feet. The crawl space has approximately 3,627 S.F. 3,627 divided by 150 and multiplied by 144 requires 3,482 net sq. in. 1/4" hardware cloth ( which is required) is 75% clear or-3,482 X 1.25 = 4,352 sq.in. gross. This requires 34 - 8' X 16" vents rather than 19 as shown. Sec. 2516 (c) 6. Drafts stops should be provided in roofs and overhangs so that e�_/he greatest horizontal dimensions does not exceed 60 feet. Sec. /2516 (f) 4B (iii). �+ Anchor bolts should have 7" embedment. Sec. 2907 (c) 4. V/ 1. Individual concrete piers should protect 811 above the ground in the crawl space or the post should be pressure treated. Sec. 2516 (c) 4. Asphalt shingles should be a Class A shingle made with Siberglass. Evidence should be submitted that G AF Timberline complies with the U - L rating. Attic access doors should be provided in the draft- stop walls. Doors should be self -closing with atomatic latches . Sec. 25-16 (f) 5. GLENEAGLE GOLF CLUBHOUSE July 13, 1992 Page 5 ZTwo exterior exits should be provided from the lounge (Room 206) or the hall will become an exit corridor, which would be 1- Hour construction with 20-minute doors. Two exits should be provided to exterior from the lobby (Room 201). Table No. 33-A, item 3 (Lobby Accessory to Assembly Occupancy) Z6. Doors to exterior without panic hardware should be openable from the inside without the use of a key. Sec 3304(c) At least one handrail should extend not less that 12 inches beyond the top riser nor less than 23 inches beyond riser. Sec. 3306(j) W.B.F.C. In required stairs, nosings must be flush, slip -resistant and rounded to a radius of 1/2 inch maximum. The underside of the nosing shall have an angle of not less than 60 degrees from the horizontal. Sec. 3306(m)W.B.F.C. Illuminated exit signs shall be installed at all required exits where the exit.serves an occupant load of 50 or more. Sec. 3314(a). 4� In assembly occupancies without fixed seats, a minimum clear aisle width of 36 inches is requiredwhere tables and chairs are placed on one side of the aisle and 44 inches where chairs are placed on both sides of aisles. The chairs should be in the position where it is when it is pulled out for a person to sit down. A table and chair layout should be submitted for the dining rooms, the lounge and the decks. Sec. 3315(b)2. The gas fired fireplace unit should have the approval label attached and so noted. Sec. 3705(a). The fireplace and hearth should be installed in accordance with the manufacturer's 'instructions. .N 0 A.4 . Recessed light fixtures, if applicable, in the basement area should be in approved assemblies. Sec. 4303(b)6. ty 0. GIgss and glazing should be impact resistant in: ,. Doors Windows within 12" of doors. This includes windows above the lower panel. (Door 210) Nb _ 4 q A? y (?A1Cv 1 S CITY OF ARLINGTON ENVIRONMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about -your proposal. Governmental- agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals, even though questions may be answered "Does not apply". IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For Nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal","proposer," and "affected geographic area," respectively. 1 A. BACKGROUND 1. Name of proposed project, if applicable: 2. Name of Applicant: Lu, N'-'/` 3. Address and phone number of applicant and contact person: Sl.hiC- Z4 j -'iL. 1l�'� `� -101 Z�-toZ3-gi�� 4. Date checklist prepared: Ac�1L Z 3, 199 5. Agency requesting checklist: C c r( VF 1. ;47C c.ac�C� � � 6. Proposed timing or schedule (including phasing, if applicable) : 574zr '1ON ? it.soc— Mliz c�CLz..•��cE Mr�`E l`t`�3 7. Do you have any plans for future additions, expansions, or further activity related. to or connected with this proposal? No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. Vo p3o i K#--JOw 10. List any governmental approvals or permits that will be needed for your proposal, if known. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Roy5-T- is 0^-Lr- sTcoy w H CL L13t1ot-sc. 014;LS !eJGIL.vt7E (.o✓ 06 Go(-F T rl_oSmcfP Ep LF- Goer sxyz.446. 2 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth a. General descri tion of the site(circle one): Flat, ollin illy,steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? to'/ C. What general types of soils are found on on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note andy prime farmland. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. C2 (2A-V (...*7 ..✓t r* P ry o -�c-�-- 0 f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. N c� g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 2. Air a. What types of emissions to the air would result from the proposal(i.e.,dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. 00 C. Proposed measures to reduce or control emissions or other impacts to air, if any: i-� r eV;;'FLCC/tz C.G 3. Water. a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Ov 4 2) Will the project require any work over, in, or adjacent to(within 200 feet) the described waters? If yes, please describe and attach available plans. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicated the source of fill material. j-)Cr LC^SLCG 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100-year floodplain? If.so, note location on the site plan. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. M 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial,containing the following chemicals...; agricultural; etc.). 0m ✓C 5 Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable) , or the number of animals or humans the system(s) are expected to serve. No -i— A<-rc.cCjGL G C. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). where will this water flow? Will this water flow into other waters? If so, describe. 2Ch=F RCA%J mCOF T%� 2) Could waste materials enter ground or surface waters? If so, generally describe. Jjo d. Proposed measures to reduce or control surface, ground, and runoff impacts, if any: LA—t>S<-VG 4. Plants a. Check or circle types of vegetation found on the site: deciduous tree: alder,maple,aspen,other evergreen tree:fir,cedar,pine,other shrubs grass pasture crop or grain wet soil plants:cattail, buttercup,bulrush,skunk cabbage, other water plants: waterlily, eelgrass,milfoil,other other types of vegetation b. What kind and amount of vegetation will be removed or altered? c@K&3Z C. List threatened or endangered spVecies known to be on or near site. /AO°''- 6 d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: F-4AS "Or7r JJlqv LIS ' 02 A JA--V a-r-1-2 AM r'Zgem S S. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,heron,eagle,songbirds,other: mammals:deer,bear,elk,beaver,other: fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. A"^-'F,- c. Is the site part of a migration route? If so, explain. Now d. Proposed measures to preserve or enhance wildlife, if any: 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. f^S Fc-;C- L' c,-TcttS'�J L U77LC M6 7 b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. 0 C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: _ I 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, rick of fire and explosion, spill or hazardous waste, that could occur as a result of this proposal? If so, describe. 1) Describe special emergency services that might be required. 2) Proposed measures to reduce or control environmental health hazards, if any: b. Noise 1) What types of noise exist in the area which may affect your project( for example: traffic, equipment, operation, other)? 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for 8 example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. GOBS' /C�TcO✓ f=CWZ 6— 9 Alw—rtm mc> AA5rqag,� V-Est 3) Proposed measures to reduce or control noise impacts, if any: rl;>r- ry-PLLC' La 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? L6C-p b. Has the site been used for agriculture? If so, describe. /1DO C. Describe any structures on the site. No C-15- d. Will any structures be demolished? if so, what? e. What is the current zoning classification of the site? f. What is the current comprehensive plan designation of the site? g. If applicable, what is the current shoreline master program designation of the site? h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. 00 i. Approximately how may people would reside or work in the completed project? topc.-' e'Cir ".,r_K_i"J ► j. Approximately how many people would the completed project displace? k. Proposed measures to avoid or reduce displacement impacts, if any: h.Le)T- /4�7c c &WL C 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plan, if any: Arr Appu cnac.M 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. !fir- A%:;P c b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low-income housing. N/A C. Proposed measures to reduce or control housing impacts, if any: 13/A 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? S] b. What views in the immediate vicinity would be altered or obstructed? rI.)IOP_ItIr_ C. Proposed measures to reduce or control aesthetic impacts, if any: Nor- AexLcM« 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? /JO^ZC'- b. Could light or glare from the finished project be a safety hazard or interfere with views? C. What existing off -site sources of light or glare may affect your proposal? d. Proposed measures to reduce or control light and glare impacts, if any: /IED^_-Ia 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? ELF b. Would the proposed project displace any existing recreational uses? If so, describe. O C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. PO b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. C. Proposed measures to reduce or control impacts, if any: 12 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. 5mc'- 51-M jx-^-J ? Xz- b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? NO C. How many parking spaces would the completed project have? How many would the project eliminate? ! �Ls- d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). 56- f SUE-17 FL-1-`J. e. Will the project use (or occur in the immediate vicinity of ) water, rail, or air transportation? If so, generally describe. M f . How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. J7O A-477— g. Proposed measures to reduce or control transportation impacts, if any: N14 13 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. b. Proposed measures direct impacts on any. 16. utilities to reduce control public services, if AJ! 4 a. Circle utilities currently available at the site; ectricity, natural gas, A-19 water, refuse service, elephone, sanitary acic C-r- K j sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed.,' SC- ✓C5f•� C. SIGNATURE The- above answers are true and complete to best of my knowledge. I understand that lead agency is relying on them to make decision. Signature: Date Submi the the its 14 1 I 20 l d j, ✓ f; ZOAjD: /GG /s lisp F 0'''/ r y G�e`� iLf Z�L- / _ —��c`f " 6AW I -7r 0 f t� �. 7 of -- 17,g5 G7/ r _ = 2C LIZ._ 2.0 -2 %G i I Gh<Fta/.0%- 6) //o � 3j Z�y Fy-( t, Alc?w GGNG, (UACC- w� l00 I7 i -�; �,, _.. n ' � .._ �!1 •i !, _��_._r �^ V �lI_ v., ! !w tt'rt � j �/�'� _. �. tr � ;'li <� /YID'/r�.�.•=•�. • ..- - t �G�tii G'r✓ 1�/2r']G� � `�.1�-J `� �•J,Q LL r1Z X yx /0 A-3y /r7 /i- MALT L11,412 �-I G 1G _ c( �J�UUU DAVIDEVANSANDASSOCIAM INC. BY CLIENT %1s�/��%2�j�,���__�� SHEET OF SHEETS JOB DESCRIPTION � e!:d6 zom DATE 77 E-p-,- rih: � - -�R-F-Wlaim -- "(U;. i I- L T4R °►° AS �s EXPME F>121 ��UUU DAVID BANS AND ASSOCIATES, INC. J�• ��/��� O�� BY CLIENT _ 7 ni' %G�i/ !.� SHEET_ OFy (SHEETS JOB DESCRIPTION UC���✓�� �N"'�?J� DATEF* -j- ......... .......... 05-0 c �oC3.2� -7, O& .� I 1+ iii t lFT_� —I I I I I CJ�UUU DAVID EVANS ANDASSOCI M, INC. BY CLIENT SHEET �� OF SHEETS 7i JOB DESCRIPTION Cif'�/�ii��' �.�—'l/i%/c�7C� DATE �/Gj/i/CF ZZ /993 LXe opo �- _ I I �' I_ _I I � I i �_• i I�� s t G, G'l2- 9,�11 7OS 1-4 !� --++-I--I------�-�-�-.- Lt 000 P e0 .6 e�— CI1 w .2 Q w z ��.........� ME■■■■■■■■11=E �iY{iiilWYWiIWY ���■■■�■■■E rSE■■■■■■■on�= ■�■■��E■om•._�■■■■ MI NEW mm IN 0 �.momVE JJ - . - 1111���■■1�■Ii�i�� MEN MIN MEN 1MNo ���������� ME EM INSON M11111ONEW �1�■■■■■■■�I �■■�■■■■■■111MEN MEN ■�■■■1 ��■■■■■■■■11■ �■■■■■■■■■N �I■■■■■■■■ ■m ��■■■■■■�■�� �MEN I■■■■■NONE ON �■■■■■O■■■■■�� ■■■■■■■■ MIN ■■� 11�■1111 No ONE NINE V `DISCHARGE PER FOOT OF PERIMETER (01-R) BUREAU OF PUBLIC ROADS CA PA C I T Y OF GRATE INLET /N SUMP CHART 35 1 4' S /000 900 eoo 700 Soo Soo m .,% /00 90 h e0 1-70 �l 60 SO 40 V 30 Z C� Q 20 / /20 /0® 96 90 B4 78 72 6i 60 h 64 4B 42 36 2 33 W 30 P7 / 24 O 11 /�e /S / 44 / /0 i / B 6 .000/ .000Z .000J .0004 .000/ .000s .00" cow OOOZ O .00/ O .0003 .0004 ooz .000s i .0006 4 003 .0008 �' 004 .00/ O 4/ Dos, .006 O 008 .002 h o/ .003 Cc 4 p 02 oos ,006 0 .006 4- 04 .0/0 os h .06 AB .020 /o 030 040 0s0 060 V 080 ./oo NOMOGRAPH FOR COMPUTING REQU/RED SIZE OF CIRCULAR DRAIN FLOWING FULL FOR n =0.0/2 OR n =0.024 CHART 2 26 2.0 30 4.0 Z 3.0 V h 6.0 !`0 44 B.0 3.0 Z /0.0 v 0 20.0 J0.0 ) • 40.0 14) m NONNI TABLE 1 RUNOFF FACTORS FOR STORM SEWERS FLAT 0-50 UNDEVELOPED LAND Wood & Forest . . . . . . . 0.05 Sparse Trees $Ground Cover . . . . . . 0.10 Light -Grass to Bare Ground . . . . . . 0.15 DEVELOPED AREA Pavement $ Roofs . . . . . . . . . . . 0.90 Gravel Roads $ Parking Lots . . . . . . 0.75 City Business . . . . . . . . . . . . . 0.85 Apartment Dwelling Areas . . . . . . . 0.80 Industrial Areas (Heavy) . . . . . . . 0.70 Industrial Areas (Light) . . . . . . . 0.60 Earth Shoulder . . . . . . . . . . . . 0.50 Playground . . . . . . . . . . . . . . 0.25 Lawns, Meadows $ Pastures . . . . . . . 0.20 Parks $ Cemetery . . . ... . . . . . . 0.15 SINGLE FAMILY RESIDENTIAL (Dwelling Unit/Gross Acre) ROLLING >50 0.10 0.15 0.20 0.90 0.80 0.90 0.85 0.80 0.70 0.'50 0.30 0.25 0.20 1.0-1.5 DU/GA . . . . . . . . . . . . . . . 0.30 1.5 - 3.0 DU/GA . . . . . . . . . . . . . . . 0.35 3.0-3.5 DU/GA . . . . . . . . . . . . . . . 0.40- 3.5-4.0 DU/GA . . . . . . . . . . . . . . . 0.45 4.0-6.0 DU/GA . . . . . . . . . . . . . . . 0.50 6.0-9.0 DU/GA . . . . . . . . . . . . . . . 0.60 9.0-15.0 DU/GA . . . . . . . . . . . . . . . 0.70 18 M 5/79 a . DAVID EVANS ANDASSOCIATES, INC. Jn. ' �yA/A� r BY M-1 CLIENTSHEET OF q SHEETS JOB DESCRIPTION C-��%DATE 60 CITY OF-AR6 I I _ ;—T- W-4-7- 1 1 f I �.r ,_ ��.�-.��+�_. .s __�_ �-+a ��.�.. � aim_ .._��✓�.. _ November 6, 1991 DRAINAGE ANALYSIS SUMMARY FOR RE -DESIGN OF EXISTING POND AT WOODBINE ROAD AND ENTRANCE TO SECTOR HA POND C.P.1 WJVX0003 The re -design of the detention pond and appurtenant structures involved using the proposed master plan of Gleneagle to derive a future post -developed flow rate and using the methods described in the June 1991 draft of the Department of Ecology Stormwater Management Manual for the Puget Sound Basin. The pre -developed flow rate was derived by using the Master Drainage Plan for Gleneagle. In the analysis of the master drainage for the site, it was determined that a more restrictive design for retention/detention ponds may be needed. The flows to this pond were determined with this in mind. What this means is the storage and detention time for this pond have been increased to allow for a more restricted release rate. The criteria used to determine this more restrictive release rate was: 50 % of 2-yr. pre. - 2 yr. 24 hr. storm 2 yr. pre. - 10 yr. 24 hr. storm 10 yr. pre - 10 yr. 24 hr. storm The storage volume is for the 100-year 24-hour post -developed storm. The flow rates shown in the calculations reflect the total pre -developed flow rates for the entire contributing basin using the lower release rate for Ponds 1D and 1B in Sector IIB. These ponds are currently being designed using the more restrictive release rates described above. Combining the flow rates from the contributing basins to this pond and using the more restrictive designs mentioned, the existing and developed flow rates are: Existing Developed 2 yr. 5.31 CFS 6.61 CFS 10 yr. 13.18 CFS 15.12 CFS 100 yr. 30.70 CFS 32.61 CFS In the calculations used to determine the flow rates, the CN factors chosen were: Existing conditions CN=81 (Pre-Dev.) Post -Developed Pervious CN=84 Impervious CN=98 The new structure will provide passage of the adjusted pre -developed flows and an overflow sized to convey the full 100-year developed flow. The net result of this re -design of CP1 and the ponds in Sector IIB with the more restrictive release rates will be less flows downstream to the existing northwest detention pond at 67th Avenue. Tho other future ponds have not been addressed with regard to the more restrictive design. However, if enough area is available, these ponds will use the more restrictive release rate. File Basin Hydrograph Storage Discharge Level pool David Evans & Associates, Inc. - Be2NHHMMMMMMMMMMMMMM3 �MMMMMMMMMMMMMh'fMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMB 3 'OUTING COMPARISON TABLE 3 J 3 MATCH INFLOW STO DIS PEAK PEAK OUT 3 3 DESCRIPTION' PEAK PEAK No. No. STG OUT HYD 3 31 !'2 iyr 5.31 6.61 CP 1 . 1 i_ 1 [ 0 232.55 5.28 18 32yr 13.18 15.12 CP1.1 C:100 232.93 13.05 19 31 Syr Oi�.7i� �J CP1. 1 C:1���� SS.64 3C0 J 3 3 ou-rFco�-o ►� Ica o ,r wtTH- 3 rz� `' pEvi,'LoPED J 7 3 -1 v 51 � n F10 to Exit v T MMMhfMMMMMMMhfMh1MMMMMhfMr�?MMMMMf°1MMMMMMMMt1MMMMMMMMMMMMMMMMMMMMh1MMMMMMMMMMMMMMMMMM::, Overlay loaded to Expanded Memory Available Memory remaining: 145069 bytes Current Data Set Name: C:\WORKSC\WJV File Basin Hydrograph Storage Discharge Level pool David Evans & Associate2MMMMMMMMMMMMMMMMMMMMMMB Release 3 3 SProport is anal weir 3 3U-Weir 3 3Notch weir 3Br c gad crested weir- 3 30rifice design 1 SMMMMMMMMfy?MMMMMMMMMMMMMMMMMMMfFfMMMMMMMMt1MMMMMMMMMMMMMf9MMMMMMh1MMMMMMMB 3 CUSTOM STG-DIS CURVE 3 3 DISCHARGE STRUCTURE ID: C:10 3 SNAME: 3 3I NCREMENT : 0.25 3 J 3 STAGE DISCHARGE STAKE DISCHARGE 13 3 31 : 232.60 5.31 6 : 0.00 0.00 3 32: 233.30 13.18 7 : 0.00 0.00 3 33: 234.00 30.70 8: 0.00 0.00 3 34: 234.50 32.61 9: 0.00 0 0.00 3 n 7 1 3P UP PGDN F3: Get F6: Delete F 1 0: Exit v 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM:pry Available Memory remaining: 145069 bytes Current Data Set Name: i :: \ WORKSC:\ WJV t File Basin Hyd•rograph Storage Discharge Level pool 2MMMMMMMMMMMMMMMM8ociates, Inc. - Bellevue 3 31 ease 2.0 3Add/subt hydro 3 3D i ver t flow 3 }MMMMMMM�1h1MN1MMMMMMMMMMMNIMMMMNIMMMMMMMMMh1MMMMMMMMMNIMMMMMMMMMMMMMMMMMMMMMMMMMMM3 .. LIST OF HYDROGRAPH VALUES 3 3HYD PEAK PEAK TOTAL_ HYD PEAK WEAK TOTAL 3 3NO. RATE TIME VOLUME NO. RATE TIME VOLUME 3 3 1 6.24 560 6.06 i i Vc.v S lb J 2 15.46 540 11.85 � J iJ3 J 35.91 JJS 3 3 4 540 7. �5 14 QUT-�l,o� S 3 3 5 17.40 530 13.19 ��� 15 � 3 `�T1�,lC�'(`11L�LD� 36 37.81 530 25.32 16 :.. 7 17 c c 8 18 c 3 9 19 J c 10 20 I T MMMMMMMMMMMMM?�MM1�I MMMMMMMMMMMMMMMMMMMMMMMMMMMt7MMMMMMMMh1 MMMMMMMMMMMh1 MMMM1�ih1�=1MM. Available Memory remaining: 145069 bytes Current Data Set Name: C:\WORKSC\WJV File Basin Hydrograph Storage Discharge Level pool 2MMNNMMMMHMMHMMMM8oc i at es, Inc. - Bellevue 3 31ease 2.0 3Add/subt hydro, 3 3Diver-t flow 3 4MMMMMMMMMh1Mh'I MMMMMMh1 h1 MMMMM,'�1 MMhIMMMP+MMMMMMM,�7MMMMMMMMMMh1MMr}iMk1 MMMMMMMMMM,�1 MMh1 MMMMB all LIST OF HYDROGRAPH VALUES 3 3HYD PEAK PEAK TOTAL HYD PEAK PEAK TOTAL 2 3NO. FATE TIME VOLUME NO. FATE TIME VOLUME 3 3 1 5.31 560 4.66 11 0. 9s 480 1.41 -31 3 2 13it 540 S. 3i 1001-7-j- 12 2.28 460 3.53 J "i i �! - 7 C3 C C cJ�l. '{� �E �'�1 1tiJe iJ 3 iJ C Je i1 4i�_1 3 By J�:j J 3 4 6.61 540 5.53 14 0.94 440 1.52 3 3 5 15.12 530 9. 47 yr T-- 15 2.28 420 3.72 3 3 6 I 32.61 530 16.63 16 5.20 390 8.69 r rt 7 17 3 J J 3 J 10 20 3 T MMMMMMM�1 MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMA9MMMMMMMMMMMMh1 MMMMh7MMM::v Available Memory remaining: 145069 bytes Current Data set Name: C:\WORKSC\WJV File Basin Hydrograph Storage Discharge Level pool 3Mr�h?MF1Mf•1NlM�IN�NJMMMMMMMMMNIMMMNIMMMMMMNIMMMMMMMMMMMMMMMMMf'JMMMNIMMMMMMh1N1A9MM8 3 MULTIPLE ORIFICE 3 DISCHARGE STRUCTURE I D: CP 1 S J Shame: CONTROL POND N01 J 3 SPeak: Dsgn Release Rate: 0.00 0 r_ f s Or i f / f 1 caw/el ev 3 30rifice Coefficient...: 0.E2 Dia (in)/cfs/ ft 3 3Lowest Orifice Dia (in)..: E.00 6.00 1.83 cfs 3 Shi: Outlet to 2nd Orifice: 0.00 3 SSec end Orifice Dia (in)..: 0.00 3 3h2. end to 3rd Orifice... : 0.00 J SThird Orifice Dia 1:in)..: 0.00 S 3h3: 3rd to i 4th Orifice...: 0.00 3 3Fourth Orifice Dia Qn)... 0.00 3 XQ 4th to 5th Orifice... : 0.00 3 3Top Orifice Dia (in)..: 0.00 3 -� ✓ 3E l evert i on of Lowest Orifice ..... 229.00 J 3 30ut 1 et Elevation ................ 231.00 S 3Max Elev Above Outlet........... 234.50 3 3Stage-Disch Increment........... 0.25 3 3 Sr Av3PGUP PGDN F3 : Get FE : Delete F 10: Exit 3 uTMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> File Basin Hydrograph Storage Discharge Level pool David Evans & Associate2MMMMMMMMMMMMMMMMMMMMMMS Release 3 J 3Propc art is anal weir 3 . 3V-Weir 3 3Not c h weir S 3Broad crested weir 3 30rifice design 3 SR i ser Inflow 3 MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMB trl Culvert 3 3 NOTCH WEIR 3st 3 3 DISCHARGE STRUCTURE I D: N 1 Sat i s in ._ 3 3 File 3 Shame: NOTCH AT TOP OF STAG -F--:: S i s-st r uc t SWeir Length........... 2.40 3 3 3Weir Height, p....... : 0.50 3MMMMMMMMMMMMMMMM> 3Weir Elevation ........ 233.00 3 3Max E1ev Above Weir..: 235.00 3 3Stage-Disch Increment: 0.25 3 3PGUP PGDN F3: Get FS: Delete F10: Exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM'• Overlay loaded jaded to Expanded Memory Available Memory remaining: 145069 bytes Current Data Set Name: C:\WORKSC\WJV 2 File Basin Hydrograph Storage Discharge Level pool David Evans & Assoc iate2MMMMMMMMMMMMMMMMMMMMMMS Release 3 1 SPrcport ional weir 3 SV-Weir 3 MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMSh weir 3 3 COMB DIS-STRUC:T LIST Sd crested weir 3 3 DISCHARGE STRUCTURE ID: C:100 3 i c e design 3 SNAME: Sr Inflow 3 3STRUCTURE NUMBERS TO COMBINE_ St -Carl Culvert 3 J J1 ist 3STRUCTURE 1: C 10 S i nat i can 3 3STRUCTURE 2: CP1.1 Som File 3 3STRUCTURE 3e N1 3 dis-struct 3 3STRUCTURE 4e J J 3STRUCTURE 5: 3MMMMMMMMMMMMMMMMMN> SCombo structures that include a rating_ 3 3curve must have the same MAXIMUM ELEV 3 Wor all the structures! 3 !S 3 SPOUP PGDN F3: Get F& Delete F 10: Exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM> leaded to Expanded Memory Available Memory remaining: 145069 bytes Current Data Set Name: C4 \WORKSC:\WJV File Basin Hydrograph Storage Discharge Level pool David Evans & Associates, Inc. - Be2MMMMMMMMMMMMMMMMM8 MMMMMr�1h1MMMMMMMMMMh1MMMMf�MMMMMMMMMMMMh1MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMB 3 3 LEVEL POOL ROUTING INSTRUCTIONS J J 3 PRE INFLO STG STG OUTFL 3 3 3 DESCRIPTION HYD # HYD # STOR DIS HYD # 3 3 3 ID ID 3 3 3C 1 f2 2yr I El ] E4 ] CC:P1 . 17 CC100 I C 193 3 3 3C2yr ] E2 ] E5 I CCP1 . 1 ] CC100 ] C 193 3 3 3C loyr ] C^ I CE, _l CCP1 . 1 ] CC100 I C 201 3M:', 31 1 C ] C I C I C 1 C ] L 31 1 C ] C 1 C 7 C 1 C ] c 3C I C 1 C ] C 1 C _l C 1 3 31 1 C I C 1 C a C 1 C 1 3 SE I C I C I C I C 1 1 ] 3 31 1 C I C I C I C I C ] c SC n J I C I C I C I C ] C ] 3 J J 3 F6e CLEAR F10: EXIT _ 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMh1MMMMMMMMMMMMMMMMMMMMMMMMMMMMh1MMMMMM, Overlay loaded to Expanded Memory Available Memory remaining: 145069 bytes Current Data Set Name: C:\WORKSC\WJV /r File Basin Hydra -,graph Storage Discharge Level pool David Evans ?<MMMMhJMMMMMMMMMMMMMMMMMSe•�ue SRactangUlar VaUlt 3 STrapezTidal basin 3 SUnderground pipe 3 3St o list 3 3C:Ust OM file 3 BMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMS 3 i=USTOM STC;-STO LIST 3 3 STORAGE STRUCTURE ID: i_ P 1. 1 3 3NAME: 3 S I NCREMENT : Y 0 . L5 3 "] � 3 STAGE AREA s f STAGE AREA sf V 3 J 1 : 232. 00 :,'2224 O e 0. 00 0. 00 � 233.00 34916 7: 0.00 0.00 3 33. 234.00 37E08 8: 0.00 0.00 3 34: 34. 5C� S8'�54 9: c_y. s��� c_�. C�i� 3 v 3PG P PGDN F'2: AREA FS: GET FG: Delete F10: Exit 3 3 TM MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM>ry Avai able Memory remaining: 145069 bytes i= Ur r n t Data Set Name.- C : \ WOF:KSFA WJV .�-��Y4- File Basin Hydrograph Storage Discharge Level pool -^_.l�I M h1 tFf r'� rv! r'-� �� �� f r �i r�1 f�l h? F'1 r{1 �I fl rYJ r�� r�J r`?;'� NJ M hi h� r`�i M t�� fy! h� �! M �rf r~� A? h� P9 M h1 M M f�! M hi r`•1 �! r`I "� r5'i h� r�� '� r� r� #•f Pit M r�J M M r�l f� r�1 R� r�'! �i S INPUT OR MODIFY PIPE REACH DATA 3 ''- REACH NUMBER: C2 SPIPE REACH DATA: ✓ J SPIPE DIAMETER (in) : 24.00 in Cont r i b Area 151.00 Ac 3 SPIPE LENGTH (f t ) . ey s yo f t Dsgn Flow 35.91 cfs SPIPE n COEFFIC.IENT : 0.0120 Pipe Capacity: 36. 45 tralfs 3 SPIPE SLOPE (ft / ft) : 0.0220 ft/ft Dsgn Velocity: 13.23 fps. 3UPSTREAM I E. . 225.50 f t Dsgn Depth 19.36 in 3 3DOWNSTREAM I E . . 223.65 f t Full Velocity: 11.60 fps 3 3UPSTREAM NODE ID. . ==>999 to clear 3 3DOWNSTREAM NODE ID.: ==:::999 to clear 3 3CONTR I BUT I Nip BASIN : 3 -s w IoD�p 3Update of structure data not permitted IF: A4l,� 5��7�-7/Vl� ��1��% 3 3 I N O Lier e oui S_ 3 3Arrows F1 : Find F2: Cl ear CB F3: reset F5: Delete is 3PgUp PgDn F6:Modify Struct F7:Defaults F 10:Quit 3 ?M��frt�tllr�R'tf;r�i�la�f'1k�ih'JhJ�1f'1'�h1MMM�1h1MM'1Mh1r�Jr�Mh�'�MMMMMI'1r�MMMMMry1✓°1Mr5JMhi!'Fl°1�11�J1?MMhlr`�JMfF1r5'fMMk�M::. Overlay loaded to Expanded Memory Available Memory remaining: 145069 bytes Current Data Set Name: C:\WORKSC\WJV File Basin Hydrograph Storage Discharge Level pool SMMMMMMI'IMMMrFJMMMMMMMMMMMMMMMMNIMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM�s 3 INPUT OF: MODIFY PIPE REACH DATA 3 3 REACH NUMBER: i=3 3 3PIPE REACH DATA: 1�Z 3PIPE DIAMETER (in) : ` S6. 00 in Cont r i b Area : 151.00 Ac SPIPE LENGTH (ft) . 47.00 fit Dsgn Flow 35.59 cfs 3 SPIPE n COEFFICIENT 0.0260 Pipe Capacity: 218.86 c fs 3PIPE SLOPE (ft/ft) : 0.4284 ft/ft Dsgn Velocity: 22.75 fps 3 3UPSTF'EAM IE. . 223.56 ft Dsgn Depth . 10.68 in 3DOWNSTF'EAM IE. . 203.43 ft Full Velocity: 30.96 fps 3 3UPSTREAM NODE ID. ==> 999 to i clear 3DOWNSTF:EAM NODE ID.: ==>999 to clear 3 CONTF' I BUT I Nip BASIN : - � ? f����� 1 7" o� �2�-��3�a �> J `1 3Update of structure data not permitted 3 c 3-1 3Ar r ows F 1 : F i nd F2: i_ l ear CB F3: Get F5: Delete 3 3PgUp PgDn F6:Modify Struct F7:Defaults F10:Quit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM:'-- Overlay loaded to Expanded Memory Available Memory remaining: 145069 bytes Current Data Set Name: C \WORKS=\WJV File Basin Hydrograph Storage Discharge Level pool 2MMMMMMMMMMMMM8vans & Associates, Inc. - Bellevue 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMr�'1MMMMMMMMMMMMMM1:1F1MMMMMMB 3 DITCH REACH INPUT FORM 3 Peach ID: i=4 3 3 3 3Ditch Length (ft) ....: 700, iaci Tributary Area ;:Ac:a : 151.00 13 .:;Ditch Width (ft) ...... 5. 00 Peak: O (c fs) ........ 35.64 3 'Side Slopel (H: 1V)... - . }C> F'eak: Depth (ft).... . 0.65 3 3Si de S1 ope'2 (H: 1V) .... . �? F'eak: Vel (fps) ...... 7.51 3 3Ditch Slope (ft/ft)... Ca,Ca6ra�i Up W.S. elev (ft:?... J 3Mann i n s n C:c re f f ...... 0. 030 3 g (`�� r� �2- �� sT� - S ontr ib Basin........ • 3Dnstream i.e. (ft)...: 0.00 3Dnstream W.S. (ft) .... 0. 00 3 3# of Steps ........... . 10 3Arrows Home End Pgup Pgdn F1:Find F3:Get F4:mann F10: Exit 3 TMMMMMMMMMMMMMMMMhiMMMMMMMMMMMMMMMMMMM�IMMMMMMMMMMMMMMMMMMMt1h1MMMMMMMMMMMMMr Overlay leaded to Expanded Memory Available Memory remaining: 145069 bytes Current Data Set Name: C.: \WOR Si=\WJV File Fusin H_ydrograph Storage Discharge Level pool 2HMMMMMMMMMMMM8vans & Associates, Inc. - Bellevue 3MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM3 DITCH REACH INPUT FORM 3 Reach ID: C5 n 3Ditch Length (ft).... : 150.00 Tributary Area (Ac): 151.00 3 3Ditch Width (ft)..... . 5.00 Peak Q (cfs) ....... . 35.55 3 3Side Slopes (H: 1V) ...: 5.00 Peak: Depth (ft) ....: 009 . 3Side S1ope2 (H:1V)... . 5.00 Peak Vel (fps)...... 6.12 3 3Ditch Slope (ftlft')..: 0.0406 W.S. elev (ft)..: 3 3Mannings n Coeff...... 0.0300 3C� �ntriL Fusin.........1_7p (��'r5 � �T-�20V-,-- } r 3Dnstream i.e. (ft)...: 0.00 LN- Ov c>Z 'To CN�C-VLl oJ�� 3 3Dnstream W.S. ;:ft)... . 0.00 -tjDc2Vw' D��►�� 3# � �f Steps............ 10 3 3Arrc ws Home End Pgup F'gdn F1:Find F3:(yet F4:mann F10: Exit 3 TMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM Overlay loaded to Expanded Memory Available Memory remaining: 145069 bytes Current Data Set Name: C:\WORKSC\WJV 011 1C)/2e/'D1 David Evans & Associates, Inc. - Bellevue page 1 GLENE013LE IIB HYDROGRAPH SUMMARY PEA[-.'. TIME VOLUME HYD RUNOFF OF OF i :on t r i b NUM FATE PEAK: HYDRO Area --------------------------------------------- c fs min. c f-AcFt Acres --------------------------------------------- 1 2 5.311 13.184 560 540 202807 362504 c f 0.00 0.00 � � ���G 1 �� �•� c cf 3 30.697 5"3 f- 4 S. 61 `) 540 240935 c f 0. 00 P� 5 15.119 530 41'267�i c f 0.00 1 0.930 48�) 61'33 �_ f 151i) 1 8U 46�} 1538$3 �_ f 51 . f)U 13 5.2 = 420) 365443 _ 151 . � )� ) 14 0.940 _ �6 �_ f 151.00 15 2.280 420 � )r 5 r f 151 . 00 16 5.200 �V 37859 151.00 i 8 5 . ' , 640 24146'2 �_ f 0. Oo 19 S. 046 590 41'2983 �= f _ - _)U 20 30.697 560 724970 c f 0.00 Q 10/218/131 David Evans & Associates, Inc. - Bellevue page 2 GLENEAGLE IIB DETAIL HYDR013RAPH SUMMARY 2 I� � � � HYDR013RAPH No. 1 Peak: runoff: 5.3113 cfs Total Vol: 4.66 ac-ft TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) --------------------------------------------------------------------------------------- (cfs) (Ain) (cfs) (min) (05) (®in) (cfs) (min) (cfs) --------------------------------------------------------------------------------------- 10 410 810 3.5156 1210 2.8113 1610 20 420 820 3.5025 1220 2.7910 1620 30 430 830 3.4975 1230 2.7762 1630 40 440 940 3.4875 1240 2.7665 1640 50 450 850 3.4707 1250 2.7609 1650 60 460 860 3.4561 1260 2.7591 1660 70 470 870 3.4440 1270 2.7607 1670 80 4B0 0.1383 B80 3.4397 12BO 2.7648 1680 90 490 1.1307 890 3.4376 1290 2.7705 1690 100 500 2.3185 900 3.4270 1300 2.7775 1700 110 510 3.3808 910 3.4093 1310 2.7855 1710 120 520 4.1620 920 3.3912 1320 2.7941 1720 130 530 4.7001 930 3.3767 1330 2.8027 1730 140 540 5.0247 940 3.3685 1340 2.0046 1740 150 550 5.2123 950 3.3609 1350 2.7923 1750 160 560 5.3113 960 3.3453 1360 2.7674 1760 170 570 5.2913 970 3.3227 1370 2.7377 1770 180 5B0 5.1894 980 3.2993 1380 2.70B9 1780 190 590 5.0509 990 3.2794 1390 2.6848 1790 200 600 4.8955 1000 3.2662 1400 2.6665 1800 210 610 4.7582 1010 3.2595 1410 2.6526 1810 220 620 4.6344 1020 3.2578 1420 2.6428 1620 230 630 4.5107 1030 3.2603 1430 2.6369 1830 240 640 4.3942 1040 3.2607 1440 2.6307 1840 250 650 4.2871 1050 3.2515 1450 2.5677 1850 260 660 4.1846 1060 3.2309 1460 2.3603 1960 270 670 4.0912 1070 3.2076 1470 1.9B63 1870 280 680 4.0108 1080 3.1870 1490 1.5339 1BBO 290 690 3.9399 1090 3.1714 1490 1.0844 1B90 300 700 3.BB14 1100 3.1555 1500 0.6876 1900 310 710 3.8335 1110 3.1305 1510 0.3592 1910 320 720 3.7B93 1120 3.0979 1520 0.OB63 1920 330 730 3.7523 1130 3.0642 1530 1930 340 740 3.7186 1140 3.0342 1540 1940 350 750 3.6866 1150 3.0106 1550 1950 360 760 3.6554 1160 2.9875 1560 1960 370 770 3.6251 1170 2.9555 1570 1970 300 780 3.5927 11B0 2.9156 15BO 19BO 390 790 3.5623 1190 2.8753 1590 1990 400 800 3.5349 1200 2.0395 1600 2000 r ,a its/'y8/'�1 David Evans & Associates, Inc. - Bellevue page 3 i3LENEAGLE I I B DETAIL HYDF,'OGRAPH SUMMARY HYDKO1MxH1-'H No. s Peak: runoff: 13.1844 c fs Total Vol: 8. 3'2 ac-ft TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (®in) --------------------------------------------------------------------------------------- Q fs) (min) (ifs) (®in) (cfs) (®in) fcfs) (min) (cfs) --------------------------------------------------------------------------------------- 10 410 810 5.9883 1210 4.1442 1610 20 420 820 5.9333 1220 4.1018 1620 30 430 830 5.0970 1230 4.0692 1630 40 440 840 5.6530 1240 4.0453 1640 50 450 850 5.7977 1250 4.0287 1650 60 460 0.4790 860 5.7473 1260 4.0187 1660 70 470 1.4584 870 5.7015 1270 4.0147 1670 80 4BO 3.2340 BBO 5.6717 12BO 4.0149 1660 90 490 5.8344 890 5.6470 1290 4.0181 1690 100 500 B.6359 900 5.6077 1300 4.0234 1700 110 510 10.8747 910 5.5564 1310 4.0305 1710 120 520 12.254E 920 5.5053 1320 4.03BB 1720 130 530 12.9699 930 5.4613 1330 4.0470 1730 140 540 13.1844 940 5.4291 1340 4.0441 1740 150 550 13.1085 950 5.3987 1350 4.0172 1750 160 560 123743 960 5.3547 1360 3.9694 1760 170 570 12.4166 970 5.2987 1370 3.9136 1770 180 580 11.8210 980 5.2421 13B0 3.8595 1780 190 590 11.1969 990 5.1921 1390 3.8134 1790 200 600 10.5874 1000 5.1544 1400 3.7772 1B00 210 610 10.0620 1610 5.1287 1410 3.74B4 1810 220 620 9.6015 1020 5.1120 1420 3.726E 1B20 230 630 9.1713 1030 5.1031 1430 3.7117 1830 240 640 8.7B18 1040 5.0909 1440 3.6962 1B40 250 650 8.4329 1050 5.0622 1450 3.5860 1B50 260 660 8.1117 1060 5.0141 1460 3.2350 1860 270 670 7.8239 1070 4.9616 1470 2.6063 1870 2BO GBO 7.5755 1080 4.9142 1460 1.8473 1880 290 690 7.3562 1090 4.0758 1490 1.0941 1890 300 700 7.1702 1100 4.8373 1500 0.4295 1900 310 710 7.0129 1110 4.7834 1510 1910 320 720 6.8680 1120 4.7166 1520 1920 330 730 6.7431 1130 4.6484 1530 1930 340 740 6.6289 1140 4.5870 1540 1940 350 750 6.5227 1150 4.5369 1550 1950 360 760 6.4219 1160 4.4879 1560 1960 370 770 6.3253 1170 4.4241 1570 1970 380 7BO 6.2282 1180 4.3470 1590 19BO 390 790 6.1396 1190 4.2696 1590 1990 400 BOO 6.0550 1200 4.2001 1600 2000 t 10/28/91 David Evans & Associates, Inc. - Bellevue page 4 GLENEAGLE II13 DETAIL HYDF OGRAFH SUMMARY 1 p©� 7C� HYDR013RAPH Nc �. S Peak: rUnof f : '130. 6970 c fs Total Vol: 15.15 ac-ft TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) --------------------------------------------------------------------------------------- (cfs) (®in) (cfs) (®in) (cfs) (®in) (cfs) (®in) (cfs) --------------------------------------------------------------------------------------- 10 410 810 10.2002 1210 6.0267 1610 20 420 0.6113 820 10.053E 1220 5.9419 1620 30 430 1.5542 830 9.9477 1230 5.8745 1630 40 440 2.6010 B40 9.8325 1240 5.8226 1640 50 450 3.7960 850 9.6925 1250 5.7835 1650 60 460 5.1859 860 9.5657 1260 5.7562 1660 70 470 7.4124 870 9.4475 1270 5.7394 1670 90 480 11.4592 060 9.3613 12SO 5.7302 1680 90 490 17.2202 B90 9.2860 1290 5.7263 1690 100 500 23.1450 900 9.1852 1300 5.7263 1700 110 510 27,5562 910 9.0642 1310 5.7294 1710 120 520 29.8928 920 8.9449 1320 5.7346 1720 130 530 30.6970 930 8.8391 1330 5.7399 1730 140 540 30.4344 940 8.7557 1340 5.7260 1740 150 550 29.5949 950 8.6764 1350 5.6710 1750 160 560 28.4819 960 B.5737 1360 5.5901 1760 170 570 26.9606 970 0.4505 1370 5.4759 1770 180 5B0 25.2125 980 8.3269 1380 5.374E 1780 190 590 23.4775 990 9.2160 1390 5.2876 1790 200 600 21.0444 1000 0.1278 1400 5.2175 1900 210 610 20.4477 1010 8.0618 1410 5.1605 1010 220 620 19.2350 1020 9.0123 1420 5.1160 1820 230 630 18.1262 1030 7.9772 1430 5.0827 1830 240 640 17.1365 1040 7.936E 1440 5.0486 1B40 250 650 16.2580 1050 7.8675 1450 4.851E 1850 260 660 15.4614 1060 7.7648 1460 4.2440 1860 270 670 14.7532 1070 7.654E 1470 3.1620 1870 260 6BO 14.1411 1090 7.5542 14BO 1.8599 1BBO 290 690 13.6011 1090 7.4702 1490 0.5695 1890 300 700 13.1394 1100 7.3865 1500 1900 310 710 12.7442 1110 7.2761 1510 1910 320 720 12.3811 1120 7.1437 1520 1920 330 730 12.0654 1130 7.0094 1530 1930 340 740 11.7760 1140 6.8876 1540 1940 350 750 11.5097 1150 6.7861 1550 1950 360 760 11.2593 1160 6.6870 1560 1960 370 770 11.0207 1170 6.5626 1570 1970 3BO 7BO 10.7862 1100 6.4154 1580 19BO 390 790 10.5752 1190 6.2684 1590 1990 400 800 10.3685 1200 6.1355 1600 2000 1.0/28/91 David Evans & Associates, Inc. - I-ellevue page 5 GLENEAGLE I I B ---------- DETA I L HYDF:OGRAPH SUMMARY 2 �F- IN FL-oc,,,J Fosc- HYDRL7i��:APH No. 4 Peak: rLtnof f a 6.6097 cfs Total Vol: 5.53 ac-ft TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (®in) (cfs) (®in) (cfs) (®in) (cfs) (min) (cfs) 10 410 810 4.0392 1210 3.1100 1610 20 420 PLO 4.0266 1220 3.0920 IG20 30 430 830 4.0090 1230 3.0788 1630 40 440 0.1226 840 3.9792 1240 3.0690 1640 50 450 0.3461 850 3.9519 1250 3.0645 1650 60 460 0.6707 060 3.9375 1260 3.0626 1660 70 470 1.5923 870 3.9283 1270 3.0639 1670 80 480 3.2543 860 3.9240 1200 3.0675 1680 90 490 5.0810 890 3.9088 1290 3.0726 1690 100 500 6.1344 900 3.0767 1300 3.079.0 1700 110 510 6.3237 910 3.8485 1310 3.0862 1710 120 520 6.4397 920 3.8314 1320 3.0941 1720 130 530 6.6062 930 3.8204 1330 3.1005 1730 140 540 6.6097 940 3.8136 1340 3.0875 1740 150 550 6.5926 950 3.7939 1350 3.0513 1750 160 560 6.518B 960 3.7562 1360 3.0150 1760 170 570 6.3186 970 3.7219 1370 2.9870 1770 ISO 580 6.1073 980 3.6993 1300 2.9632 1700 190 590 5.9192 990 3.6831 1390 2.9430 179E 200 600 5.7209 1000 3.6727 1400 2.9273 IB00 210 610 5.5645 1010 3.6677 1410 2.9150 1810 220 620 5.4159 1020 3.6667 1420 2.9062 1820 230 630 5.2502 1030 3.6681 1430 2.9007 1830 240 640 5.1095 1040 3.6543 1440 2.8972 1840 250 650 4.98016 1050 3.6209 1450 2.0048 185E 260 660 4.8523 1060 3.5691 1460 2.4304 IB60 270 670 4.7462 1070 3.5677 1470 1.8703 1870 280 680 4.6589 1080 3.5515 1480 1.3472 18BO 290 690 4.5758 1090 3.5370 1490 0.9240 1890 300 700 4.5105 1100 3.5083 1500 0.565E 1900 310 710 4.4531 1110 3.4629 1510 0.2677 1910 220 720 4.3934 1120 3.4200 1520 0.0109 1920 330 730 4.3464 1130 3.3878 1530 1930 340 740 4.3004 1140 3.3623 1540 1940 350 750 4.2519 1150 3.3407 1550 1950 360 760 4.2118 1160 3.3056 1560 1960 370 770 4.1704 1170 3.2524 1570 1970 3BO 7B4 4.1202 1180 3.2029 1580 1980 390 790 4.0807 1190 3.164E 1590 1990 400 800 4.0546 1200 3.1342 1600 2000 12 1if/' Ei/91. David Evans & Associates, Inc. - Bellevue page E, GLENEAGLE IIB DETAIL HYDROGRAPH SUMMARY HYDROGRAPH No. 5 Peak- runoff: 15. 1193 c fs Total Vol : 9.47 ac-ft TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) --------------------------------------------------------------------------------------- (Cfs) (min) (tfs) (min) (ifs) (min) (Cfs) (®in) (Cfs) --------------------------------------------------------------------------------------- 10 410 810 6.6049 1210 4.4792 1610 20 420 0.2106 820 6.5523 1220 4.4412 1620 30 430 0.6843 830 6.4970 1230 4.4115 1630 40 440 1.2436 840 6.4241 1240 4.3892 1640 50 450 1.9226 850 6.3540 1250 4.3733 1650 60 460 2.7B92 860 6.3066 1260 4.3633 1660 70 470 4.8616 870 6.2674 1270 4.3589 1670 80 4B0 0.3968 BBO 6.238E 1280 4.3505 1600 90 490 12.1458 890 6.1944 1290 4.3608 1690 100 500 14.3082 900 6.1226 1300 4.3651 1700 110 510 14.7550 910 6.0576 1310 4.3711 1710 120 520 14.9491 920 6.010E 1320 4.3782 1720 130 530 15.1193 930 5.9744 1330 4.3832 1730 140 540 14.9040 940 5.9458 1340 4.3579 1740 150 550 14.5861 950 5,9975 1350 4.2958 1750 160 560 14.1461 960 5.8204 1360 4.2326 1760 170 570 13.4650 970 5.7487 1370 4.1817 1770 ISO 500 12.7555 900 5.6958 1390 4.1371 1780 190 590 12.1072 990 5.6538 1390 4.0982 1790 200 600 11.4735 1000 5.6218 1400 4.0669 1000 210 610 10.9533 1010 5.5995 1410 4.0412 1810 220 620 10.4803 1020 5.5845 1420 4.0214 1820 2230 630 10.0040 1030 5.5740 1430 4.0072 1830 240 640 9.5950 1040 5.5400 1440 3.9963 1840 250 650 9.2287 1050 5.4749 1450 3.8454 1850 260 660 B.B782 1060 5.4119 1460 3.2515 1860 270 670 8.5823 1070 5.3650 1470 2.3605 1870 280 6B0 8.3328 1080 5.3266 1480 1.5176 1880 290 690 8..1021 1090 5.2912 1490 0.8251 1890 300 700 7.9120 1100 5.2339 1500 0.2337 1900 310 710 7.7446 1110 5.1500 1510 1910 320 720 7.5796 1120 5.0699 1520 1920 330 730 7.4430 1130 5.0067 1530 1930 340 740 7.3127 1140 4.9542 1540 1940 350 750 7.1840 1150 4.9085 1550 1950 360 760 7.0731 H 60 4.8423 1560 1960 370 770 6.9628 1170 4.7475 1570 1970 380 780 6.8410 11B0 4.6581 1500 1990 390 790 6.7421 1190 4.5870 1590 1990 400 000 6.6628 1200 4.5277 1600 2000 I r 10I28/91 I.7avid Evans & Associates, Inc. - Bellevue page 7 GLENEAGLE III; DETAIL_ HYDF:OGRAPH SUMMARY So-pe-u HYDF:O►�F:AF'H N� �. 6 (or) tic) IliOwC'n Peak runoff: 32.6105 c fs Total Vol: 16.63 ac-ft TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (Cf5) (min) (Cf5) (mill) (Cf5) (mill) ICf5) (mill) 1Cf5) 10 410 2.1732 810 10.8622 1210 6.3654 1610 20 420 3.2355 820 10.7233 1220 6.2893 1620 30 430 4.3288 830 10.5887 1230 6.2277 1630 40 440 5.5567 840 10.4287 1240 6.1792 1640 50 450 6.9952 850 10.2708 1250 6.1419 1650 60 460 8.7692 B60 10.1539 1260 6.1152 1660 70 470 12.9366 870 10.0508 1270 6.0993 1670 80 480 19.9804 980 9.9694 1280 6.0885 1690 90 490 27.3155 890 9.8643 1290 6.0835 1690 100 500 31.5032 900 9.7138 1300 6.0023 1700 110 510 32.3556 910 9.5753 1310 6.0840 1710 120 520 32.5841 920 9.4680 1320 6.087E 1720 130 530 32.6105 930 9.3786 1330 6.0882 1730 140 540 31.8106 940 9.3037 1340 6.0397 1740 150 550 30.7365 950 9.1979 1350 5.9308 1750 ISO 560 29.4204 960 9.0447 1360 5.8199 1760 170 570 27.6534 970 8.9004 1370 5.7261 1770 IBO 5BO 25.8292 980 8.7877 1380 5.6430 1780 190 590 24.1530 990 8.6935 1390 5.5694 1790 200 600 22.5595 1000 8.6172 1400 5.5084 1800 210 610 21.2351 1010 0.5584 1410 5.4574 1810 220 620 20.0504 1020 8.5130 1420 5.4165 1820 230 G30 18.9044 1030 8.4765 1430 5.3852 1830 240 640 17.9172 1040 8.4020 1440 5.3590 1840 250 650 17.0391 1050 8.2767 1450 5.1050 1850 260 660 16.2187 1060 B.1540 1460 4.1315 1860 270 670 15.5189 1070 8.0576 1470 2.6658 1870 280 680 14.9231 10BO 7.9751 1480 1.2645 1BBO 290 690 14.3795 1090 7.0985 1490 0.0991 1890 300 700 0.9234 1100 7.7867 1500 1900 310 710 13.5217 1110 7.6313 1510 1910 320 720 13.1344 1120 7.4818 1520 1920 330 730 12.8079 1130 7.3598 1530 1930 340 740 12.4997 1140 7.2559 1540 1940 350 750 12.2038 1150 7.1639 1550 1950 360 760 H .9445 1160 7.0394 1560 1960 370 770 11.6909 1170 6.86B5 1570 1970 380 700 H. 4231 11BO 6.7059 1580 19BO 390 0.5316 790 11.2023 1190 6.5730 1590 1990 400 1.2891 800 11.0111 1200 6.4599 1600 2000 11. E,f'a1 David Evans & Associates, Inc. - Bellevue page 1 GLENEAGLE I I D DETAIL HYDROGRAPH SUMMARY -- HYDROORAPH No. 18 Peak: runoff: 5.2809 c fs Total Vol: 5.54 ac-ft TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (®in) fcfs) (min) fcfs) (min) (cfs) (min) (cfs) (®in) (cf5) 10 410 810 4.1259 1210 3.6790 1610 20 420 820 4.0937 1220 3.6714 1620 30 430 830 4.0688 1230 3.6636 1630 40 440 840 4.0480 1240 3.6557 1640 50 450 0.1226 850 4.0260 1250 3.6477 1650 60 460 0.3461 860 4.0013 1260 3.6398 1660 70 470 0.6707 870 3.9782 1270 3.6319 1670 80 480 1.5923 880 3.9597 1280 3.6241 1680 90 490 3.2543 890 3.9460 1290 3.6165 1690 100 500 3.3686 900 3.9339 1300 3.6090 1700 110 510 3.4010 910 3.9171 1310 3.6017 1710 120 520 3.4419 920 3.8949 1320 3.5946 1720 130 530 3.4043 930 3.8724 1330 3.5877 1730 140 540 3.5282 940 3.8534 1340 3.5810 1740 150 550 3.5721 950 3.8386 1350 3.5744 1750 160 560 3.6135 960 3.8244 1360 3.5675 1760 170 570 3.6537 970 3.8042 1370 3.5602 1770 ISO 5B0 3.6915 980 3.7776 1380 3.5521 1760 190 590 3.7260 990 3.7523 1390 3.5430 1790 200 600 3.9992 1000 3.7514 1400 3.5352 1800 210 610 4.6830 1010 3.7504 1410 3.5266 1810 220 620 5.0755 1020 3'7493 1420 3.5178 1820 230 630 5.2449 1030 3.7462 1430 3.5090 1830 240 640 5.2809 1040 3.7471 1440 3.5003 IB40 250 650 5.2396 1050 3.7459 1450 3.4916 1850 260 660 5.1603 1060 3.7444 1460 3.4823 1860 270 670 5.0609 1070 3.7425 1470 3.469E 1870 280 6B0 4.9540 1080 3.7403 14B0 3.4508 1880 290 690 4.9513 1090 3.7378 1490 3.4242 1890 300 700 4.7557 1100 3.7352 1500 3.3911 1900 310 710 4.6609 1110 3.7323 1510 2.8956 1910 320 720 4.5925 1120 3.7289 1520 1920 330 730 4.5234 1130 3.7250 1530 1930 340 740 4.4607 1I40 3.7206 1540 1940 350 .750 4.4046 1150 3.7158 1550 1950 360 760 4.3521 1160 3.7109 1560 1960 370 770 4.3030 1170 3.7056 1570 1970 380 7B0 4.2573 1180 3.6997 15B0 1980 390 790 4.2115 1190 3.6933 1590 1990 400 000 4.1662 1200 3.6863 1600 2000 M David Evans & Associates, Inc. - Bellevue page L GLENEAGLE I I B DETAIL HYDR013 'APH BIJMMAF'Y - HYDROGRAPH No. 19 Peak runoff: 13.0456 c f s Total Vol: 9.48 ac--ft TIME DESIGN TIME ➢ESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (Cfs) (®in) (Cfs) (min) (Cfs) (min) (Cfs) (®in) (Cfs) 10 410 810 6.B560 1210 4.6630 1610 20 420 820 6.7653 1220 4.5978 1620 30 430 0.2106 830 6.6090 1230 4.5416 1630 40 440 0.6843 B40 6.6219 1240 4.4945 1640 50 450 1.2436 850 6.5560 1250 4.4561 1650 60 460 1.9226 660 6.4878 I260 4.4255 1660 70 470 2.7892 870 6.4235 1270 4.4021 1670 80 480 3.3671 880 6.3677 1280 4.3854 1680 90 490 3.4142 890 6.3209 1290 4.3745 1690 100 500 3.5133 900 6.2783 1300 4.3684 1700 110 510 3.6486 910 6.2294 1310 4.3662 1710 120 520 5.0984 920 6.1725 1320 4.3670 1720 130 530 9.0824 930 6.1160 1330 4.3701 1730 140 540 11.2065 940 6.0656 1340 4.3744 1740 150 550 411.9404 950 6.0225 1350 4.3729 1750 160 560 12.4813 960 5.9813 1360 4.3541 1760 170 570 12.8449 970 5.9313 1370 4.3174 1770 180 580 13.0301 990 5.8714 1380 4.2723 17BO 190 590 13.0456 990 5.8105 1390 4.2262 1790 200 600 12.9271 1000 5.7551 1400 4.1019 1800 210 610 12.7079 1010 5.7072 1410 4.1413 1810 220 G20 12.4196 1020 5.667E 1420 4.1056 1920 230 630 12.0912 1030 5.6368 1430 4.0753 1030 240 640 11.7346 1040 5.6133 1440 4.0503 1840 250 650 11.3614 1050 5.5903 1450 4.0305 1850 260 660 16.9854 1060 5.5565 1460 3.9857 1860 270 670 10.2560 1070 5.5103 1470 3.8071 1870 280 6B0 9.6328 1080 5.4605 1480 3.7405 1080 290 690 9.1528 1090 5.4137 1490 3.7158 1890 300 700 8.7707 1100 5.3709 1500 3.6811 1900 310 710 8.4588 1110 5.3266 1510 3.6380 1910 320 720 8.2013 1120 5.2716 1520 3.5898 1920 330 730 7.9810 1130 5.2056 1530 3.5397 1930 340 740 7.7892 1140 5.1373 1540 3.4985 1940 350 750 7.6212 1150 5.0732 1550 3.4381 1950 360 760 7.4689 1160 5.0153 1560 3.3884 1960 370 770 7.3299 1170 4.9581 1570 1.0419 1970 300 780 7.2025 1180 4.8915 1590 - 19BO 390 790 7.0797 1190 4.0144 1590 1990 400 B00 6.9620 1200 4.7360 1600 2000 11/ 6/91 David Evans & Associates, Inc. - Bellevue page S GLENEA13LE IIB DETAIL HYDROGF:APH S1iMMAF:Y --- l C HYDF OGF:APH Nc i Peak runoff: 30.6971 cfs Total Vol: 16.64 ac-ft TINE DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TINE DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (®in) (cfs) (min) (tfs) (min) (05) (®in) (cfs) (min) (cfs) 10 410 1.2891 810 12.2309 1210 6.7132 1610 20 420 2.1732 820 11.9912 1220 6.5904 1620 30 430 3.2355 830 11.7520 1230 6.4830 1630 40 440 3.3632 B40 11.5406 1240 6.3913 1640 50 450 3.3860 850 11.3416 1250 6.3146 1650 60 460 3.4278 860 11.1503 1260 6.2516 1660 70 470 3.4922 870 10.9694 1270 6.2014 1670 80 480 3.5964 880 10.6571 1280 6.1627 16BO 90 490 4.3486 090 10.3928 1290 6.1344 1690 100 500 11.5456 900 10.19B4 1300 6.1146 1700 110 510 15.2181 910 10.0312 1310 6.1017 1710 120 520 20.0134 920 9.8733 1320 6.0941 1720 130 530 25.0695 930 9.7296 1330 6.0907 1730 140 540 20.4743 940 9.6045 1340 6.OB96 1740 150 550 30.2015 950 9.4969 1350 6.0791 1750 160 560 30.6971 960 9.3964 1360 6.040E 1760 170 570 30.4111 970 9.2840 1370 5.9730 1770 ISO 580 29.5447 980 9.1568 1380 5.8911 1780 190 590 28.2488 990 9.0291 1390 5.8067 1790 200 600 26.7428 1000 8.9112 1400 5.7248 1800 210 610 25.2301 1010 8.8067 1410 5.6489 1810 220 620 23.8773 1020 0.7173 1420 5.5811 1920 230 630 22.5644 1030 8.5431 1430 5.5222 1830 240 640 21.3114 1040 B.5B25 1440 5.4727 1840 250 650 20.1340 1050 8.5240 1450 5.4317 1850 260 660 19.0560 1060 8.44B6 1460 5.3505 1960 270 670 18.0709 1070 9.3533 1470 5.0516 1870 280 680 17.4904 1000 8.2522 14BO 4.3764 1BBO 290 690 16.9600 1090 8.1559 1490 3.7402 1890 300 700 16.4205 1100 0.0664 1500 3.6984 1900 310 710 15.8903 1110 7.9750 1510 3.6485 1910 320 720 15.3937 1120 7.8664 1520 3.5987 1920 330 730 14.9034 1130 7.7398 1530 3.5489 1930 340 740 14.4516 1140 7.6095 1540 3.4976 1940 350 750 14.0317 1150 7.4863 1550 3.4471 1950 360 760 13.6B78 1160 7.3734 1560 3.3972 1960 370 770 13.3765 1170 7.2624 1570 2.2449 1970 3BO 780 13.0759 1180 7.1364 1580 1980 390 790 12.7829 1190 6.9938 1590 1990 400 0.5316 800 12.4994 1200 6.8490 1600 2000 f8 David Evans & Associates, Inc. - Bellevue 1 GLENEAGLE I I B page BASIN SUMMARY BASIN IN 1 U00 NAME: PRE Si=S METHODOLOGY TOTAL AREA.......: 38.00 Acres BASEFLOWS: 0.00 c f s RAINFALL TYPE....: TYPE1A PERVIOUS AREA PRECIPITATION....: 3.70 inches AREA..: 38.00 Acres TIME INTERVAL....: 10.00 min i :N....: 81.00 TIME OF C:ONi :.....: 55.73 min IMPERVIOUS AREA ABSTRACTION i_ OEFF : 0.20 AREA..: 0.00 Acres C:N..... 98.00 TcReach - Sheet L.: 300.00 ns : 0. 4c=y00 p2yr : 1.90 s: 0. 0 700 TcReach - Shallow L: 700.00 ks: 5. 00 s: 0. 1150 TcReach - Channel L: 600.00 kc:20.00 c:0.0050 PEAK FATE: 11.29 c fs VOL: 5.91 Ac-ft TIME: 510 min BASIN ID: WOOD NAME: POST SC:S METHODOLOGY TOTAL AREA.......: 3B.00 Acres BASEFLOWS : 0.00 c f s RAINFALL TYPE....: TYPE1A PERVIOUS AREA PRECIPITATION .... . 3.70 inches AREA..: 27.90 Acres TIME INTERVAL....: 10.00 min C:N....: 84.00 TIME OF C:ONi= .....: 36.02 min IMPERVIOUS AREA ABSTRACTION i= OEFF : 0.20 AREA..: 10.10 Acres i=N..... 98.00 TcReach - Sheet L: 300.00 n s : 0. 1 000 p2yr : 1.80 s : 0 . i 100 TcReach - Shallow L: 300.00 ks:27.00 s:0.0100 TcReach - Channel L: 600.00 k:c:42.00 s:0.010ir TcReach - Channel L: 500.00 kc : 17. r, 0 s: 0. 0760 PEAK FATE: 18.54 c fs VOL: 7.69 Ac-ft TIME: 500 min BASIN ID: 1U10 NAME: PRE SC:S METHODOLOGY TOTAL AREA.......: 38.00 0 Acres BASEFLOWS : 0.00 c f s RAINFALL TYPE....: TYFEIA PERVIOUS AREA PRECIPITATION .... . 2.50 inches AREA... 36.00 Acres TIME INTERVAL....: 10.00 min C:N....: 81.00 TIME OF i=ONC:..... : 55.73 min IMPERVIOUS AREA ABSTRACTION i_ OEFF : 0.20 AREA..: 0.00 Acres C:N.. . . . g8. r o PEAS; FATE: 4.80 c fs VOL: 2.97 Ac-ft TIME: 520 min �r 10/16/91. David Evans & Associates, Inc. - Bellevue page 2 GLENEAGLE IIB ----------- BASIN SUMMARY BASIN ID: 1U10D NAME: POST SC S METHODOLOGY TOTAL AREA.......: 38.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... : 2.50 inches AREA..: 27.90 Acres TIME INTERVAL....: 10.00 min i=N....: 84.00 TIME OF CON►_ ..... : 36.02 min IMPERVIOUS AREA ABSTRACTION C OEFF : 0.20 AREA..: 10.10 Acres C:N..... 98.00 TcReach - Sheet L: 300.00 ns:0.1000 p2yr: 1.80 s:0.0100 TcReach - Shallow L: 300.00 k:s:27.00 s:0.0100 TcReach - Channel L: 600.00 k:c:42.00 s:0.0100 TcReach - Channel L: 500.00 k:c:17.00 s:0.0760 PEAK FATE: 9.80 c fs VOL: 4.31 Ac-ft TIME: 500 min BASIN ID: 1U2 NAME: PRE SC S METHODOLOGY TOTAL AREA.......: 36.00 0 Acres BASEFLOWS: 0.00 c fs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... : 1.80 inches_. AREA..: 38.00 Acres TIME INTERVAL....: 10.00 min i=N....: 81.00 TIME OF CONC.....: 55.73 min IMPERVIOUS AREA ABSTRACTION i_ OEFF : 0.20 AREA..: 0.00 Acres CN ..... 98.00 PEAK FATE: 1.83 c fs VOL: 1.52 Ac-ft TIME: 530 min BASIN ID: 1U2D NAME: POST SC S METHODOLOGY TOTAL AREA .......: 38.00 Acres BASEFLOWS: 0.00 f s RAINFALL_ TYPE....: TYPE1A PERVIOUS AREA PRECIPITATION .... : i mo inches AREA..: 27.90 Acres TIME INTERVAL....: 10.00 min C:N....: 84.00 TIME OF C:ONC..... : 36.02 min IMPERVIOUS AREA ABSTRACTION C:OEFF : 0.20 AREA..: 10.10 Acres C:N..... 98.00 TcReach - Sheet L: 300.00 ns:0.1000 p2yr: 1.80 s:0.0100 TcReach - Shallow L: 300.00 k:s:27.00 s:0.0100 TcReach - Channel L: 600.00 k:c:42.00 s:0.0100 TcReach - Channel L: 500.00 kc:17.00 s:0.0760 PEAK RATE: 5.17 c fs VOL: 2.51 Ac-ft TIME: 500 min Q 10/16/91 David Evans & Associates, Inc. - Bellevue page 3 GLENEAGLE IIB BASIN SUMMARY BASIN ID: 2000 NAME: PRE Si :S METHODOLOGY TOTAL AREA.......: 26.00 Acres BASEFLOWS: 0.00 c f s RAINFALL TYPE....: TYFEIA PERVIOUS AREA PRECIPITATION .... : 3.70 inches AREA..; 26.00 Acres TIME INTERVAL....: 10.00 min i_N....: 81.00 TIME OF C:ONi=..... : 61.78 min IMPERVIOUS AREA ABSTRACTION i= OEFF : 0.20 AREA..: 0.00 Acres C:N..... 98.00 TcReach - Sheet L: 300.00 ns:0.4000 p2yr: 1.80 s:0.0400 TcReach - Shallow L: 550.00 ks:5.00 s:0.1190 TcReach - Channel L: 750.00 k:c:20.00 s:0.0220 PEAK FATE: 7.39 cfs VOL: 4.05 Ac-ft TIME: 520 min BASIN I D : 2U{ yOD NAME: POST SC:S METHODOLOGY TOTAL AREA........ 26.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... : 3.70 inches AREA..: 16.80 Acres TIME INTERVAL....: 10.00 min C:N....: 84.00 TIME OF CONi=..... : 30.20 min IMPERVIOUS AREA ABSTRACTION i_ OEFF : 0.20 AREA..: 9.20 Acres i=N..... 98.00 TcReach - Sheet L: 000.00 ns:0.0700 piyr: 1.80 s:o.oioo TcReach - Shallow L: 600.00 ks: 3.iota s:0.0050 TcReach - Shallow L: 650.00 ks:23.00 s:0.1000 PEAK FATE: 14.31 cfs VOL: 5.50 Ac-ft TIME: 490 min BASIN ID: 2U10 NAME: PRE SC:S METHODOLOGY TOTAL AREA .......: 26.00 Acres BASEFLOWS: 0.00 c f s RAINFALL_ TYPE....: TYFE1A PERVIOUS AREA PRECIPITATION .... : 2.50 inches AREA..; 26.00 Acres TIME INTERVAL....: 10.00 min CN....: 81.00 TIME OF C:ONC:..... : 61.78 min IMPERVIOUS AREA ABSTRACTION C OEFF : 0.20 AREA..: 0.00 Acres C:N..... 98.00 TcReach - Sheet L: 300.00 ns:0.4000 p2yr: 1.80 s:0.0400 TcReach - Shallow L: 550.00 k:s:5.00 s:0.1190 TcReach - Channel L: 750.00 k:c:20.00 s:0.0220 PEAK FATE: 3.15 cfs VOL: 2.04 Ac-ft TIME: 520 min K7 I 10/16/91 David Evans & Associates, Inc. - Bellevue page 4 GLENEAGLE IIB BASIN SUMMARY BASIN ID: 2U10D NAME: POST Si=S METHODOLOGY TOTAL AREA .......: 26.00 Acres BASEFLOWS: 0.00 r c f s RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... : 2.50 inches AREA..: 16.80 Acres TIME INTERVAL....: 10.00 min CN....: 84.00 TIME OF i= ONi= .....: 30.20 min IMPERVIOUS AREA ABSTRACTION COEFF : 0. 20 AREA..: 9.20 Acres I_.N ..... 98.00 TcReach - Sheet L: 300.00 ns: Via. 0700 p2yr : 1.80 s: 0. 0100 TcReach - Shallow L: 600.00 k:s: 23. 00 s: 0. i_ 050 TcReach - Shallow L: 650.00 k:s:23.00 s:0.1000 PEAK RATE: 7.74 cfs VOL: 3.14 Ac-ft TIME: 490 min BASIN ID: 2U2 NAME: PRE SCS METHODOLOGY TOTAL AREA........ 26.00 Acres BASEFLOWS: 0.00 0 c f s RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... : 1.80 inches AREA..: 26.00 Acres TIME INTERVAL....: 10.00 min i :N ....: 81.00 TIME OF C:ONi=..... : 61.78 min IMPERVIOUS AREA ABSTRACTION i :OEFF: 0.20 AREA..: 0.00 Acres C:N..... 98.00 TcReach - Sheet L: 300.00 ns:0.4000 p2yr: 1.80 s:0.0400 TcReach - Shallow L: 550.00 k:s:5.00 s:0.1190 TcReach - Channel L: 750.00 kc :'20. [_pia s: 0. c 220 PEAK RATE: 1.22 cfs VOL: 1.04 Ac-ft TIME: 540 min BASIN ID: 2U2D NAME: POST Si_ S METHODOLOGY TOTAL AREA.......: 26.00 r0 Acres BASEFLOWS: 0.00 (_ 0 c f s RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... : 1.80 inches AREA..: 16.80 Acres TIME INTERVAL....: 10.00 min i=N....: 84.00 TIME OF C:ONC..... : 30.20 min IMPERVIOUS AREA ABSTRACTION C OEFF : 0.20 AREA..: 9.20 Acres CN..... 98.00 TcReach - Sheet L: 300.00 ns:0.0700 p2yr: 1.80 s:0.0100 TcReach - Shallow L: 600.00 k:s:23.00 s:0.0050 TcReach - Shallow L: 650.00 k:s:23.00 s:0. ic_00 PEAK RATE: 4.21 cfs VOL: 1.87 Ac-ft TIME: 490 min 10/16/91 David Evans & Associates, Inc.. - Bellevue page 5 GLF_.NEAGLE I I B BASIN ID: 3U0O SC:S METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF C ONi= ..... ABSTRACTION i_ OEFF : TcReach - Sheet TcReach - Channel PEAK FATE: 3.27 BASIN ID: WOOD SCS METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PREi_IPITATION....: TIME INTERVAL....: TIME OF C:ONC:..... ABSTRACTION C:OEFF : ---------- BASIN SUMMARY NAME: PRE 14.00 Acres BASEFLOWS: 0.00 cfs TYPEIA PERVIOUS AREA 3.70 inches AREA..: 14.00 Acres 10.00 min C:N....: 81.00 101.84 min IMPERVIOUS AREA 0.20 AREA..: 0.00 Acres i=N..... 98.00 L: 650.00 ns:0.4000 p2yr: 1.80 s:0.0370 L: 300.00 k:c : 20. 00 s: 0. (l','00 cfs VOL: 2. 18 Ac-ft TIME: 560 min NAME: POST 14.00 Acres BASEFLOWS: 0.00 0 c f s TYPEIA PERVIOUS AREA 3.70 inches AREA..: 8.00 Acres 10.00 min C:N....: 84.00 35.51 min IMPERVIOUS AREA 0.20 AREA... 6.00 Acres C:N ..... g8 . Cio TcReach - Sheet L: 200.00 ns:0.1500 p2yr: 1.80 s:0.0100 TcReach - Shallow L: 300.00 k:s:25.00 s:0.0050 TcReach - Shallow L: 350.00 k:s:25.00 s:0.0340 TcReach - Channel L: 200.00 k:c:15.00 s:0.0250 PEAK RATE: 7.58 cfs VOL: 3.07 Ac-ft TIME: 500 min BASIN ID: 3U10 NAME: PRE SC:S METHODOLOGY TOTAL AREA.......: 14.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....a TYPEIA PERVIOUS AREA PREC:IPITATION....: 2.50 inches AREA..: 14.00 Acres TIME INTERVAL....: 10.00 min C:N....: 81.00 TIME OF i=ONC .....: 101.84 min IMPERVIOUS AREA ABSTRACTION C:OEFF : 0.20 AREA..: 0.00 Acres C:N..... 98.00 PEAK RATE: 1.42 cfs VOL: 1 . 10 Ac-ft TIME: 570 min �i% 10/16/91 David Evans & Associates, Inc. - Bellevue page 6 GLENEAGLE I I B BASIN SUMMARY - BASIN ID: 3U10D NAME: POST SC:S METHODOLOGY TOTAL AREA........ 14.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... : 2.50 inches AREA..: 8.00 Acres TIME INTERVAL....: 10.00 min C:N....: 84.00 TIME OF i=ONC:..... : 35.51 min IMPERVIOUS AREA ABSTRACTION ►_:OEFF : 0.20 AREA..: 6.00 Acres CN..... 98.00 TcReach - Sheet L: 200.00 ns:0.1500 p2yr: 1.90 s:0.0 100 TcReach - Shallow L: 300.00 ks:25.00 s:0.0050 TcReach - Shallow L: 350.00 ks:25.00 s:0.0340 TcReach - Channel L: 200.00 k:c:15.00 s:0.0250 PEAK RATE: 4.24 cfs VOL: 1.78 Ac-ft TIME: 500 min BASIN ID: 3U2 NAME: PRE Si=S METHODOLOGY TOTAL AREA.......: 14.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... : 1.BO inches AREA..: 14.00 Acres TIME INTERVAL....: 10.00 min C:N....: 81.00 TIME OF i=ONC:..... : ioi.84 min IMPERVIOUS AREA ABSTRACTION iWOEFF: 0.20 AREA..: 0.00 Acres C:N..... 98.00 PEAK RATE: 0.57 cfs VOL: 0.56 Ac-ft TIME: 580 min BASIN ID: 3U2D NAME: POST SC:S METHODOLOGY TOTAL AREA.......: 14.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... : 1.80 inches AREA..: 8.00 Acres TIME INTERVAL ....: 10.00 min C:N ....: 84.00 TIME OF CONC.....: 35.51 min IMPERVIOUS AREA ABSTRACTION C:OEFF : 0.20 AREA..: 6.00 Acres C-N..... 98.00 TcReach - Sheet L: 200.00 ns: 0. 1500 p2yr : 1.80 s: 0. 0100 TcReach - Shallow L: 300.00 k:s: 25. 00 s: 0. 0050 TcReach - Shallow L: 350.00 k:s: '25. 00 s: 0. 0340 TcReach - Channel L: 200.00 (lit kc : 15. 00 s: 0. 0 50 PEAK FATE: 2.41 cfs VOL: 1.08 Ac-ft TIME: 500 min 10/16/91 David Evans & Associates, Inc. - Bellevue page 7 i LENEAGLE IIB BASIN SUMMARY BASIN I D : 4UOO NAME: PRE SC:S METHODOLOGY TOTAL AREA.......: 26.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... : 3.70 inches AREA..: 26.00 Acres TIME INTERVAL....: 10.00 min C:N....: 81.00 TIME OF CDNC:..... : 99.90 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 0.00 Acres CN..... 98.00 TcReach - Sheet L: 300.00 ns: 0. 4000 p2yr : 1.80 s:0. U170 TcReach - Shallow L: 600.00 k:s: 5. 00 s: 0. 0100 TcReach •- Shallow L: 270.00 k:s:5.00 s:0.0920 TcReach - Channel L: 800.00 k:c : 20. ilia s: 0. 0440 PEAR+. RATE: 6.31 cfs VOL: 4.04 Ac-ft TIME: 550 min BASIN ID: 4UOOD NAME: POST SC:S METHODOLOGY TOTAL AREA.......: 26.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... : 3.70 inches AREA..: 26.00 Acres TIME INTERVAL....: 10.00 min C:N....: 84.00 TIME OF GONC .....: 47.27 m i. n IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 0.00 Acres C:N..... 9e. Giy PEAK FATE: 9.61 cfs VOL: 4.57 Ac-ft TIME: 510 min BASIN ID: 4U10 NAME: PRE Si= S METHODOLOGY TOTAL AREA.......: 26.00 Acres BASEFLOWS: 0.00 c f s RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... . 2.50 inches AREA... 26.00 Acres TIME INTERVAL....: 10.00 min C:N....: 81.00 TIME OF C:ONC:..... : 99.90 min IMPERVIOUS AREA ABSTRACTION i_ OEFF : 0.20 AREA..: 0.00 Acres GN..... 98.00 TcReach - Sheet L: 300.00 ns:0.4000 p2yr: 1.80 s:0.0170 TcReach - Shallow L: 600.00 ks: 5. 00 s; 0. 0100 TcReach - Shallow L: 270.00 ks:5.00 s:0.0820 TcReach - C:hannel. L: 800.00 k:c:' 0.00 s:0.0440 PEAS:: RATE: 2.73 cfs VOL: 2.03 Ac-ft TIME: 560 min David Evans & Associates, Inc. - Bellevue page 8 GLENEAGLE I I B BASIN SUMMARY BASIN I D : 4U 1 0D NAME: POST SCS METHODOLOGY TOTAL AREA.......: 26.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... : 2.50 inches AREA..: 26.00 Acres TIME INTERVAL....: 10.00 min i=N....: 84.00 TIME OF i_ ONC.....: 47.27 min IMPERVIOUS AREA ABSTRACTION i :OEFF : 0.20 AREA..: 0.00 Acres i_N..... 98.01 PEAK FATE: 4.57 cfs VOL: 2.42 Ac-ft TIME: 510 min BASIN ID: 4U2 NAME: PRE SCS METHODOLOGY TOTAL AREA.......: 26.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION....: 1.80 inches AREA..: 26.00 Acres TIME INTERVAL....: 10.00 min i=N....: 81.00 TIME OF i :ONC.....: 99.90 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 0.00 Acres i=N..... 98.00 TcReach - Sheet L: 300.00 ns:0.4000 p2yr: 1.80 s:0.0170 TcReach - Shallow L: 600.00 k:s: 5, 00 s: 0. 0100 TcReach - Shallow L: 270.00 k:s:5.00 s:0.0820 TcReach - Channel L: 800.00 kc:20.00 s:0.0440 PEAK RATE: 1.08 c f s VOL: 1.04 Ac - f t TIME: 570 m i n BASIN ID: 4U2D NAME: POST SCS METHODOLOGY TOTAL AREA.......: 26.00 Acres BASEFLOWS: 0.00 c f s RAINFALL TYPE....: TYPE1A PERVIOUS AREA PREi=IPITATION-.: 1.80 inches AREA..: 26.00 Acres TIME INTERVAL..... 10.00 min i=N..... 84.00 TIME OF i :ONi= .....: 47.27 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 0.00 Acres CN..... 98.00 PEAK RATE: 2.06 cfs VOL: 1.31 Ac-ft TIME: 510 min iC;11E;!'31 David Evans & Associates, Inc. - Bellevue page 19 GLENEAGLE I I B ASTN ID: AP2 �S METHODOLOGY TO L AREA........ RAI LL TYPE....: BASIN SUMMARY NAME: PRE. DEV. 5.60 Acres BASEFLOWS: 0.0- cfs TYPE1A PERVIOUS ARE F'F:E�_ I TATION....: 1 .BCa inches AREA..: 5. �^Ca Acres TIME Itk� F:4JAL....: iCa. CaCa min �_N.... 81.00 TIME OF C: i_ ...... E�4. 71 min I MF'EF: US AREA ABSTF:Ai_TIO-:OEFF: Ca, �Ca AP A..: ia, �:a Acres :N..... 98.00 T�_Rea�=h - Sheet L: 88ia. iu:a r ia, 4Ca � pyyr : 1.80 s: ia, ry4: U TcReach - Shallow i�iia. i�ia E::s: S -0 s• ia. iiaiaia T�_F:ea�_I-a - Shallow 1 caw L. 1uia. [jia k:s• ,. iai; s: ty. iaEc:a F'EAF: F:ATE: Ca.^ia ��fs VOL::a.'4 Ac-�ft TIME: SSia min XONCOEFF: ID: AP25 AME: DEV. ETHODOLOGY AREA ........ 5. Si a Acres BASEFLOWS: 0.00 c f s RAINFALL TYPE .. .. TYPE 1 A F' 'V I OUS AREA PRECIPITATION .... 0. CaCa inches A . .. 5.30 Acres Ih+ITERV ..... IC;. C;Ca rain Chi... 31.01) OF C Ji= .....: S4. 71 min T MF'EF:V I O AREA Ai ON i=DEEP: Ca.'Ca AF:EA... i;.;?i; A�_rrs CN..... 1isch - Sheet L: ;=;8i;.Ilia ns:Ca.4Ca�ii� pyr: 1.8C; s:U.4's?ch - Shall c.w L: iC;ir.�;c:; L::s:5.:ai; s:ia.1C;iai;ch - Shal l c iw L: 10tf. city k:s: 5. C;C; s: cj. iaE, is PEAK RATE: 1.10 c fs VOL: 0.64 Ac-ft TIME: 520 min BASIN ID: BDIO NAME: POST DEV Si= S METHODOLOGY TOTAL AREA........ 31.90 Acres BASEFLDW S : 0.00 00 c f s RAINFALL TYPE ....: TYFE 1 A PERVIOUS AREA PRECIPITATION-.: 2.50 inches AREA..: 20.70 Acres TIME INTERVAL ....: 10.00 min CN ....: 84.00 TIME OF C 0h.1C .....: 64.08 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 11.20 Acres ;_:N..... 98.00 TcReach - Sheet L: 450.00 ns:0. L000 p'yy'r : 1.90 s: 0. 0160 TcReach - Shallow L: 190.00 ks: 27. 00 s: 0. i 100 TcReach - Channel L:1200.00 k:c:42.00 =:0.0250 PEAK FATE: 7.8E cfs VOL: 3.85 Ac-ft TIME: 520 min '% % 10/16/91 David Evans & Associates, Inc. - Bellevue page 20 GLENEAGLE IIB --------------------------------------------------------------------- BASIN SUMMARY BASIN I D : BD 1 Oi f NAME: POST DEV Si :S METHODOLOGY TOTAL AREA.......: 31.90 Acres BASEFLOWS: 0.00 ,_fs RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION..... 3.70 inches AREA..: 20.70 Acres TIME INTERVAL....: 10.00 min CN....: 84.00 TIME OF CONS= .....: 64.08 min IMPERVIOUS AREA ABSTRACTION COEFF : 0.20 AREA..: 11.20 Acres GN ..... 98.00 PEAK RATE: 13.60 c fs VOL: 6.73 Ac-ft TIME: 520 min BASIN ID: BD2 S S METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PRECIPITATION .... : TIME INTERVAL....: TIME OF CONi_..... : ABSTRACTION COEFF: NAME: POST DEV 31.90 Acres BASEFLOWS: 0.00 c f s TYPE1A PEENIOUS AREA 1.80 inches AREA..: 20.7E_1 Acres 10.00 min C N ....: 84.00 64.08 min IMPERVIOUS AREA 0.20 AREA..: 11.20 Acres i=N..... 98.00 PEAK RATE: 4.01 cfs VOL: 2.28 Ac-ft TIME: 520 min BASIN I D : BD25 Si=S METHODOLOGY TOTAL_ AREA........ RAINFALL TYPE....: PRECIPITATION .... : TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION i :OEFF: NAME: POST DEV 31.90 Acres BASEFLOWS: 0.00 00 ,_ f s TYPE1A PEENIOUS AREA 3.00 inches AREA..: 20.70 Acres 10.00 min CN....: 84.00 64.08 min IMPERVIOUS AREA 0.20 AREA..: 11.20 Acres i_N..... 98.00 PEAS:: RATE: 9.92 c f s VOL: 5.03 Ac-ft TIME: 520 min 10/16/91 David Evens & Associates, Inc. - Bellevue page 21 GLENEAGLE IIB BASIN SUMMARY BASIN ID: BP10 NAME: PRE. DEV. SC:S METHODOLOGY TOTAL_ AREA.......: 30.00 Acres BASEFLOWS: 0.00 c f s RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... . 2.50 inches AREA..: 30.00 Acres TIME INTERVAL....: 10.00 min CN....: 81.00 TIME OF CONC:..... : 116.39 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres C :N..... ge. i o TcReach - Sheet L: 300.00 ns:0.3200 p2yr: 1.80 s:0.0470 TcReach - Shallow L: 250.00 0 k:s: 4. 00 s: 0. 07'20 TcReach - Shallow L: 950.00 ks:7.00 s: 0. 0010 PEAK FATE: 2.89 cfs VOL: 2.34 Ac-fit TIME: 580 min BASIN ID: BP100 NAME: PRE. DEV. SC:S METHODOLOGY TOTAL AREA........ 30.00 0 Acres BASEFLOWS: 0.00 c f s RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... : 3.70 inches AREA..: 30.00 Acres TIME INTERVAL....: 10.00 min C:N....: 81.00 TIME OF CONC.....: 116.39 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.00 Acres CN..... 9e.00 TcReach - Sheet L: 300.00 ns: 0.3'200 p'yyr : 1.80 s:0.0470 TcReach - Shallow L: 250.00 0 ks: 4. 00 s:0. 0720 TcReach - Shallow L: 950.00 ks:7.00 s:0.0010 PEAK FATE: 6.64 cfs VOL: 4.66 Ac-ft TIME: 570 Amin BASIN !D: BP2 NAME: PRE. DEV. SCS METHODOLOGY TOTAL AREA........ 30.00 Acres BASEFLOWS: 0.00 f RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... : 1.80 inches AREA..: 30.00 Acres TIME: INTERVAL....: 10.00 min CN....: 81.00 TIME OF CONC.....: 116.39 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..; 0.00 Acres CN..... 98.00 TcReach - Sheet L: 300.00 ns:0.3200 p2yr: 1.80 s:0.0470 TcReach - Shallow L: 250.00 ks:4.00 s:0.0720 TcReach - Shallow L: 950.00 ks:7.00 s:0.0 010 PEAK FATE: 1.17 cfs VOL: 1.20 Ac-ft TIME: 600 min K,16�1) ~ 10/16/91 David Evans & Associates, Inc' - Bellevue page 22 GLENEAGLE IIB _ BASIN SUMMARY BASIN ID: BP25 NAME: PRE. DEV' SCS METHODOLOGY TOTAL AREA.......: 30.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPE1A PERVIOUS AREA PRECIPITATION....: 3.00 inches AREA..: 30.00 Acres TIME INTERVAL...': 10.00 min CN....: 81.00 TIME OF CONC..... : 116.39 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA.': 0.00 Acres CN...': 98.00 TcReach - Sheet L: 300'00 ns:0.3200 p2yr: 1.80 s:0.0470 TcReach - Shallow L: 250.00 ks:4.00 s:0.0720 TcReach - Shallow L: 950'00 ks:7.00 s:0.0010 PEAK RATE: 4.35 cfs VOL: 3.27 Ac-ft TIME: 570 min BASIN ID: CD10 NAME: POST DEV SCS METHODOLOGY TOTAL AREA.......: 10.70 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPE1A PERVIOUS AREA PRECIPITATION....: 2.50 inches AREA..: 8.77 Acres TIME INTERVAL.''.: 10.00 min CN..'.: 84.00 TIME OF CONC..... : 52.77 min IMPERVIOUS AREA ABSTRACTION COEFF: 0'20 AREA..: 1.93 Acres [1N....: 98.00 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 1.80 s:0.0260 TcReach - Sheet L: 200.00 ns:0.1500 p2yr: 1.80 s:0.0260 TcReach - Channel L:1000.00 kc:42.00 s:0.0100 PEAK RATE: 2.22 cfs VOL: 1.14 Ac-ft TIME: 510 min BASIN ID: CD100 NAME: POST SCS METHODOLOGY TOTAL AREA.......: 10'70 Acres BASEFLOWS: 0'00 cfs RAINFALL TYPE....: TYPE1A PERVIOUS AREA PRECIPITATION....: 3.70 inches AREA.': 8.77 Acres TIME INTERVAL....: 10.00 min CN....: 84.00 TIME OF CONC.....: 52.77 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 1.93 Acres CN....: 98.00 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 1.80 s:0.0260 TcReach - Sheet L: 200.00 ns:0.1500 p2yr: 1'80 s:0.0260 TcReach - Channel L:1000.00 kc:42.00 s:0.0100 PEAK RATE: 4.37 cfs VOL: 2.07 Ac-ft TIME: 510 min 10/16/91 David Evans & Associates, Inc. - Bellevue page 23 GLENEAGLE IIB ===================================================================== BASIN SUMMARY BASIN ID: CD2 NAME: POST DEV SCS METHODOLOGY TOTAL AREA.......: 10.70 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPE1A PERVIOUS AREA PRECIPITATION...': 1.80 inches AREA..: 8.77 Acres TIME INTERVAL....: 10.00 min CN....: 84.00 TIME OF CONC.... .: 52.77 min IMPERVIOUS AREA ABSTRACTION COEFF: 0'20 AREA..: 1.93 Acres CN....: 98.00 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 1.80 s:0.0260 TcReach - Sheet L: 200.00 ns:0.1500 p2yr: 1.80 s:0.0260 TcReach - Channel L:1000.00 kc:42.00 s:0.0100 PEAK RATE: 1.11 cfs VOL: 0.65 Ac-ft TIME: 510 min BASIN ID: CD25 NAME: POST DEV SCS METHODOLOGY TOTAL AREA.'.....: 10.70 Acres BASEFLOWS: 0.08 cfs RAINFALL TYPE....: TYPE1A PERVIOUS AREA PRECIPITATION....: 3.00 inches AREA..: 8.77 Acres TIME INTERVAL'...: 10.00 min CN....: 84.00 TIME OF CONC.....: 52.77 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 1.93 Acres CN....: 98.00 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 1.80 s:0'0260 TcReach - Sheet L: 200'00 ns:0.1500 p2yr: 1'80 s:0.0260 TcReach - Channel L:1000.00 kc:42.00 s:0.0100 PEAK RATE: 3.09 cfs VOL: 1'52 Ac-ft TIME: 510 min BASIN ID: CP10 NAME: PRE' DEV. SCS METHODOLOGY TOTAL AREA.......: 10.70 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE...': TYPE1A PERVIOUS AREA PRECIPITATION....: 2'50 inches AREA..: 10.20 Acres TIME INTERVAL....: 10.00 min CN....: 81.00 TIME OF CONC.....: 77.18 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0.50 Acres CN....: 98.00 PEAK RATE: 1.31 cfs VOL: 0.88 Ac-ft TIME: 540 min David Evans & Associates, Inc. - Bellevue pace 24 GLENEAGLE IIB BASIN SUMMARY - BASIN ID: C:P100 NAME: PRE. DEV. SCS METHODOLOGY TOTAL AREA.......: 10.70 Acres BASEFLOWS: 0.00 c f s RAINFALL TYPE....: TYPEIA PERVIOUS AREA PRECIPITATION .... . 3.70 inches AREA... 10.20 Acres TIME INTERVAL....: 10.00 min C:N....: 81.00 TIME OF CONC.....: 77.18 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA-: 0.50 Acres CN..... 98.00 PEAK RATE: 2.97 c f s VOL: 1.72 Ac - f t TIME: 530 m i n BASIN ID: i :P'2 SCS METHODOLOGY TOTAL AREA........ RAINFALL TYPE....: PREC:IPITATION..... TIME INTERVAL..... TIME OF GONC.....: ABSTRACTION COEFF: NAME: PRE. DEV. 10.70 Acres BASEFLOWS: 0.00 c f s TYPEIA PERVIOUS AREA 1.80 inches AREA... 10.20 Acres 10.00 min CN....: 81.00 77.18 min IMPERVIOUS AREA 0.20 AREA... 0.50 Acres CN..... 98.00 PEAS: RATE: 0.53 c fs VOL: 0.46 Ac-ft TIME: 550 min BASIN! ID: CP25 SCS METHODOLOGY TOTAL. AREA........ RAINFALL_ TYPE .... : PRECIPITATION....: TIME INTERVAL....: TIME OF CONC.....: ABSTRACTION COEFF: NAME: PRE. DEV. 10.70 Acres BASEFLOWS: 0.00 c f s TYPEIA PERVIOUS AREA 3.00 inches AREA... 10.20 Acres 10.00 min CN....: 81.00 77.18 min IMPERVIOUS AREA 0.20 AREA... 0.50 Acres CN. . . . . 98.00 PEAK RATE: 1.96 c f s VOL: 1.22 Ac - f t TIME: 540 m i n It 10/1G/91 David Evans & Associates, Inc. - Bellevue page 25 GLENEAGLE IIB BASIN SUMMARY BASIN ID: DD10 NAME: POST DEV SCS METHODOLOGY TOTAL AREA.......: 6.30 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPE1A PERVIOUS AREA PRECIPITATION....: 2.50 inches AREA..: 4.84 Acres TIME INTERVAL....: 10.00 min CN.''.: 84.00 TIME OF CONC.....: 18.21 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 1.46 Acres CN..'.: 98.00 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 1.80 s:0.1000 TcReach - Channel L: 300.00 kc:42.00 s:0.0050 PEAK RATE: 1.78 cfs VOL: 0'70 Ac-ft TIME: 480 min BASIN ID: DD100 SCS METHODOLOGY TOTAL AREA.......: RAINFALL TYPE....: PRECIPITATION....: TIME INTERVAL....: TIME OF CONC..... : ABSTRACTION COEFF: NAME: POST DEV 6.30 Acres BASEFLOWS: 0.00 cfs TYPE1A PERVIOUS AREA 3.70 inches AREA..: 4.84 Acres 10.00 min CN....: 84.00 18.21 min IMPERVIOUS AREA 0.20 AREA..: 1'46 Acres TcReach - Sheet L: TcReach - Channel L: PEAK RATE: 3.44 cfs BASIN ID: DD2 SCS METHODOLOGY TOTAL AREA.......: RAINFALL TYPE....: PRECIPITATION...': TIME INTERVAL'...: TIME OF CONC.....: ABSTRACTION COEFF: � Acres CN....: 98.00 300.00 ns:0.1500 p2yr: 1.80 s:0;1000 300.00 kc:42.00 s:0.0050 VOL: 1.25 Ac-ft TIME: 480 min NAME: POST DEV 6.30 Acres BASEFLOWS: 0.00 cfs TYPE1A PERVIOUS AREA 1.80 inches AREA..: 4.84 Acres 10.00 min CN....: 84.00 18.21 min IMPERVIOUS AREA 0.20 AREA..: 1.46 Acres TcReach - Sheet L: TcReach - Channel L: PEAK RATE: 0.93 cfs CN....: 98.00 300.00 ns:0.1500 p2yr: 1.80 s:0.1000 300.00 kc:42.00 s:0.0050 VOL: 0.40 Ac-ft TIME: 490 min � 441 10/16/91 David Evans & Associates, Inc. - Bellevue page 26 GLENEAGLE IIB ===================================================================== � BASIN SUMMARY BASIN ID: DD25 NAME: POST DEV SCS METHODOLOGY TOTAL AREA.......: 6'30 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE...': TYPE1A PERVIOUS AREA PRECIPITATION....: 3.00 inches AREA..: 4.84 Acres TIME INTERVAL....: 10.00 min CN....: 84.00 TIME OF CONC.....: 18.21 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 1.46 Acres CN.'..: 98.00 TcReach - Sheet L: 300.00 ns:0'1500 p2yr: 1.80 s:0.1000 TcReach - Channel L: 300.00 kc:42.00 s:0'0050 PEAK RATE: 2.45 cfs VOL: 0.92 Ac-ft TIME: 480 min BASIN ID: DP10 NAME: PRE. DEV. SCS METHODOLOGY TOTAL AREA.......: 6.30 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE.''.: TYPE1A PERVIOUS AREA PRECIPITATION....: 2'50 inches AREA..: 6.30 Acres TIME INTERVAL....: 10.00 min CN...': 81.00 TIME OF CONC.....: 40.80 min IMPERVIOUS AREA ABSTRACTION COEFF: 0'20 AREA..: 0.00 Acres CN....: 98.00 TcReach - Sheet L: 300'00 ns:0.4000 p2yr: 1.80 s:0.1000 TcReach - Channel L: 550.00 kc:10.00 s:0.0400 PEAK RATE: 0.88 cfs VOL: 0.49 Ac-ft TIME: 500 min BASIN ID: DP100 NAME: PRE. DEV. SCS METHODOLOGY TOTAL AREA.....'.: 6.30 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPE1A PERVIOUS AREA PRECIPITATION...': 3.70 inches AREA'.: 6.30 Acres TIME INTERVAL....: 10.00 min CN....: 81.00 TIME OF CONC.....: 40.80 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA..: 0'00 Acres CN..'.: 98.00 TcReach - Sheet L: 300.00 ns:0.4000 p2yr: 1.80 s:0.1000 TcReach - Channel L: 550.00 kc:10.00 s:0.0400 PEAK RATE: 2'09 cfs VOL: 0.98 Ac-ft TIME: 500 min David Evans. & Associates, Inc. - Bellevue GLENEAGLE I I D BASIN SUMMARY BASIN ID: DP2 NAME: PRE. DEV. SCS METHODOLOGY TOTAL. AREA....... , 6.30 Acres BASEF'LOWS: 0.00 c f s RAINFALL TYPE ..... TYPE 1 A PERVIOUS AREA PRECIPITATION-.: 1.80 inches AREA..; 6.30 Acres TIME INTERVAL....: 10.00 min i N. , , , : 81.00 TIME OF CONC.....: 40.80 min IMPERVIOUS AREA ABSTRACTION C OEFF: 0. 2ri AREA-: 0.00 r 0 Acres. CN..... 98.00 TcReach -- Sheet L: ; 00.00 ns: i.4000 p2yr-: 1.90 s:0. l000 TcReach - Channel L: 550.00 0:10-00 s:0.0400 PEAK FATE: 0.33 c fs VOL: 0.25 Ac-ft TIME: 510 min BASIN ID: DP 5 NAME: PRE. DEV. SC S METHODOLOGY TOTAL AREA....... , 6.30 Acres DASEFL.OWS: 0.00 it l c f s. RAINFALL_ TYPE....: TY•PE1A PERVIOUS AREA PRECIPITATION..... 2.00 inches. AREA..: 6.30 Acress, TIME INTERVAL..... 10,00 min CN..... 81.00 TIME OF CONC.....: 40.80 miry IMPERVIOUS S AREA ABSTRACTION i= OEFF : 0.20 AREA..: 0.00 Acres CN..... 98.00 TcReach - Sheet L: 300.00 ns: 0. 4L100 2 r . 1.80 : 0, 100o TcReach - Channel L: 550.00 :i :10 f 0 0400 PEAK RATE: 1.36 c f s VOL: 0.69 Ac - f t TIME: 500 m i n RASIN ID: ED10 S�_ 7THODOL-OGY TOTAL. A, .... . RAINFALL TYP . . PRECIPITATION CIPITATION.... . TIME INTERVAL ...... TIME OF 00� -' .... . ABSTF' = ON i=OEFF: NAME: POST DES,' 14. 30 Aes BASEF ? . i ti i cfs TYPE1�crr .-%VIOUS AREA .-2.50 i s AREA..7.29 Acres 33 3 rJ �.Fa JJ m�. 0. 20 PEAK FATE: 4.73 c f :� VOL: ITI i n CN ..... 84. 00 IMPERVIOUS AREA EA... f.�i1 Acres I :lu ... 98. r.-i i 1.91 Ac-fit TIME: ti min page 27 14lc-�5 + ° G L 67 � Him"' HIM& zl-mN N WA. Consulting 600 Stewart Street, Suite 620 Engineers Seattle, Washington 98101 (206)448-8448 FAX(206)728-2372 5N0 w 2 5 wfAAP MP,(V �= 2.7I�A pA--Zfw _ ea ,OG 'o-/ic'r .'e� aAI 4!�FI2AX '�'/ "QOoyv/' by �,7 sheet no. date "2 '/ 1 checked job no. date ORIGINAL IUCHARDDrojectC'N ix sheet no. T NC. location Alb/N&TVILl date 31� job no client checked 3�2 T E=MIN-", S,.LES E-ILDING ONEfA date CP lei 2oa F (� � ►-j III -; ;Z0 Lott Consulting 600 Stewart Street, Suite 620 Engineers Seartle, Washingron 98101 (206)448-8448 FAX (206)728-2372 G i'I�W /Vow ZOA /1i r 4A7-/OA/ 2 P1,= 20 Tt— �-( E/- fD L 0- S (3 w I H PO W O F W 4sx fi4-'5X-4 + 12 2 rb 160 �x12MFg2 t�c.L-ow ' tC , Z -J-2 L - by l sheer no. date G D L n -:Z/ checked job no. date A amAAt191 C�o Consulting 600 Stewart Street, Suite 620 Engineers Seattle, Washington 98101 (206)448-8448 FAX (206)728-2872 7�G Z5 �/� r2—C-tlOAJ froJ` — _- I?70 & o^f 4& 6 PC- 17,70 521�/,yy �a2 c, 0i `I .oi a by date checked date ►-o:fC, q x 1 d,1Z s sheet no. 2-�� job no. 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(206)448-8448 FAX (200723-2372 date Ile J,0 ,3 a x 12 �o t Sid Vir jd.1(o - I,I i-( t 01.420 OV /611-1 3s� - C,�ot,�`3 i6 n 4,:� / 2- f / S--P -7. r=� _ / r S' r 7Co �x IZ �/ c Z. �� t � ��'� 42• Z�9 .r,,f• ' S' f, Gb � 0 CV t Fro al", �,� '� • 2�i 4 µ � L�� ! q"m 0 r Consulting 600 Stewart Street, Suite 620 Engineers Seattle, Washington 98101 (206)448-8448 FAX (206)728-2872 `f�GG/dDA/ f7�� iGl-I LvA C5 Q I�! t-o P P f'S F a� S To O"k c' b) "17Erf1P1� -I I G i00 51-4 - 2 �Pt��-/ �'A2Ti'(IoN LGAD Fl.vo 2 j Ui�-t'� 10 C 16 G'' D I" I L1 (o I10 0 rl� =L100 + I rD) x I _ ✓ 1N I,4D6le f 4 F"V-�-;��� mc:NI�- WT. iMAx NI = I, 1� �� I a q 12 ISS1 7, 0 O Ik- F-r, by sheet no. datef,- 1 checked ioh no. date ti a r 10 -4 MAX V L , 0-7 3GU .g ti 300 K00 x �IP•`13 3 35q l N G o 9�� `I = IS`I2 11��N In A )e �-Ppg-pl : l0 � y 133 �� St; T (/P A/ 0 It CO /2 r D F017- 2X/0 TO I t✓ iC)l t, 44 { , -7G • 10 7 3 { //5 r - 04, -70 la s` - p/z - Consulting 600 Stewart Street, Suite 620 Engineers Seattle, Washington 98101 G/ (206)448-8448 FAX (206)728-2872 F%- I r�P�f`I �► = I? -o x 10 + 25 - 11'] S v i ZI2 V= '9'1?/b- I.6� 16 8.�72 K ` 16 ; s� I, i� Sx it ?C 12 713,6N ,- 1100y 1,9 le, 51 �1 Z L/ I Z�=,617,c1600 L-L7. II?S ! C0'/� 6, L, or j1e latrdrt1 io o 6, 61 by sheet no. A �! date checked job no. date y12r,7 G - l 3oQ ~ 391/i F3s z Z �inla� 4' ZCo l� �0 11 010G� Z &�o Sivrotil ./ 11:4� s�yx 7i �7 6.o s��roN 3 • �° ��1C1T���l�i�� �L�C�o Consulting9 600 Stewart Street, Suite 620 Engineers Seattle, Washington 98101 (206)448-8448 FAX (206)72s-2872 cO O IS-r �-I P• wC- �- � 12 ; 7&1�r 5140j-u&/ t US 2 �G60/Z /4� W / o B-v i -7 GG G(/Wl til CAP 51 V A./ GC5"Itl- 6 ��i� GCGIU /LgGv 1: a 025,5;a-746,V-014- s1A��OAi Gr36Cv e /ZA 6, SPA---zr l 'V t S 6 Fb - MOO 4„ s 3 %J by �P" sheer no. date 2 z �� checked ]ob no. date O Gc. A 7 S rt; � - -0,0 J t�U ma //2 G ` �,�iUN� rLGG%� ! r7 5 awl-" -4 S l N I AtG 2� /%tit w 17 Aj .r -3 (r, 4rt W I Pt !r I J . q Fib : 69Os T� yy2 sheet no. o //l/ date Consulting 600 Stewart Street, Suite 620 job no. Engineers Seattle, Washington 98101 checked (206)448-8448 FAX (206)728-2872 date Qc0 Lv yo x S', /O = Z , Go S4aPcv 12oor- 4/�x /1! � X/0 6,-7% h RICJ-A RD PrOlect "id NC. location client 332 TE^MINAL SALES=UILDING TELEPHONE SEAT! LE `+VASHING-ON 98101 1C29 �206) 726 1616 Lin.! C:AGt-` G G G G G G WE w I 0. O �.a�� Sheet no. br F„5 date � � 7/ job no checked date Consulting 600 Stewart Street, Suite 620 Engineers Seattle, Washington 98101 (206)448-8448 FAX(206)728-2872 —i'CA" O vt:/L ivOU%y i' C,vnl ,a A/ t=) /vv Gclla L L G�' /YIA//✓ L cr c/GL 'Qir�'a1 Lc = 2f lIW S Ova 4eeA1-Z-7- (,W ' l J ff ��' /7(3 date checked date sheet no. J= -dj job no. W M a4- L // S ,c- i o e ,7v7 -t i 5 ICU. t, 2 f�3 x s• 9 cN / o !U �/z • �• l ' L% z J Consulting 600 Stewart Street, Suite 620 Engineers Seattle, Washington 98101 (206)448-8448 FAX (_06)728-2872 @ - �: >0/77 m la z ?:-; � CJ . 33 a 3 2 (o /d ' rff -w 7-'9.33 x 1/,2_- 1,5a1 by sheet no. date cf 2 checked job no. date sheet no. Consulting 600 Stewart Street, Suite 620 Engineers Seattle, Washington 98101 checked job no. (206)448-8448 FAX (206)725-2872 dare Pg;rL FGJT -/,v) �y�l A /2 �161�G�-5-PAIV 44 r /.2 G 0 F7 V y�y> fi�2 CGiYI/G�L'"ldC/q-� U� 'd-tc, ? 'f AC , 0216 x I en 'C 11,1 ��`IOOX lZ.0 t 'Z- 5�5' '--/7CD &t G . 1�21 2 3" -p5r lnk�e 4OA4) I c) x /i; t 2 L rYNrW 0'r' l2�s�x3.�ox17L 7.3 i o Ile G. . Jdj/z�,sxl���17 140� Xv�7- 7 L ti Consulting 600 Stewart Street, Suite 620 Engineers Seattle, Washington 98101 (206)448-8448 FAX (206)728-2872 /"-��%�% " ✓ fir.-/ Opt C-flrl/13� l� r� �K r ; 2'ro ;2. o I x, G wMp� ir a- ;; 1 �,O - �r- 6; t /-70 9 v 35,Y 1 0, L �i vfL � .72� L 9r� � k h date checked date sheet no. job no Consulting 600 Stewart Street, Suite 620 Engineers Seattle, Washington 98101 (206)448-8448 FAX (206)723-2872 Coops ��an� �a2 t 3�� ► 3J For& '-he o J-P F v r C� { 61 I6It, 7 �SfL by �� sheet no. checked Job no. date I I�L�LU11J� lir s, .1) fl yo Consulting 600 Stewart Street, Suite 620 Engineers Seattle, Washington 98101 (206)448-8448 FAX (206)728-2872 'ZC1,vV l , ,"'�� f--f iV�-ff -7 �T aI; �-aiG I I f z,� �� I I�y�s �� �6Z y by �l sheet no. date to checked job no. date Ste' l02 '� J G , 2 - Boss & MAYES TESTING ENGINEERS, INC.- GLENEAGLE GOLF CLLUBHOUSE Fletcher Wright Page 6 PEPIW # 848 INSPECTION REPORTS JOB # 17593 10-1-93 Reported to jobsite as requested to inspect resteel and concrete placement of 63.5 cu.yds. (Associated Sand & Gravel, Mix #IPA, 2000 psi required) into lower level clubhouse slab -on - grade, excluding bathroom area. Found all resteel placed and cleared per plans. Observed adequate internal mechanical vibration consolidation, of pumped into place concrete, in all places. Sampled and tested concrete once casting (3) 6x12 test specimens for laboratory analysis. All items inspected are in accordance with approved plans and specifications. INSPECTOR: Mark Galusha 917-134th St. S.W., Suite A-1 • Everett, WA 98204 - (206) 742-9360 - FAX (206) 745-1737 BOSS ,& MA'S ES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job # 17593 7619 Country Club Drive Permit Arlington, Washington Date M - Client: Fletcher Wright Contractor: Fletcher Wright Weather: Sunny - 58 F Product: Concrete Producer: Associated Ticket # 113020 Sample Temp: 62 F Slump: 4 1/2" Entrained Air: Yes Mix Proportions: Coarse Agg: 3/4"-1849 Fine Agg: S-1174 Water: 673 Mix Design # 90A Cement: 566 Type: I -II WRA: A/E Admix: 4 oz Date Received: 9-22-93 Design f'c/28-day: 3,000 Placement Location & Notes: Interior short walls and south high perimeter walls Sampled at 5 of 32.5 c/y total Sample Date Number Lab # Date Made Tested Age Load/lbs Size 5a 3006 9-21-93 9-28-93 7 105,000 6x12 5b 3007 9-21-93 10-19-93 28 6x12 5c 3008 9-21-93 10-19-93 28 6x12 INSPECTOR: Don Evans Strength PSI 3,710 917-134th St. S.W., Suite A-1 • Everett, WA 98204 - (206) 742-9360 - FAX (206) 745-1737 z Boss & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse 7619 Country Club Drive Arlington, Washington Client: Fletcher Wright Contractor: Fletcher Wright Weather: Clear - 74 F Product: Concrete Producer: Associated Sample Temp: 70 Slump: 5 1/4" Mix Proportions: Job # 17593 Permit # Date Made: 9-1-93 Ticket # 110792 Entrained Air: N/A Coarse Agg: 3/4" 1838 Cement: 563 Type: I -II Fine Agg: 1213 WRA: N/A Water: 26 gallons A/E Admix: 4 oz Mix Design # 90A Date Received: 9-2-93 Design f'c/28-day: 3,000 Placement Location & Notes: S wall footing from E corner to 68' W. Footing 18' W of E wall from N to S Footing 9'4" inside N wall from E to W All other stem wall footings continuous from above inside W wall Sample Date Strength Number Lab # Date Made Tested Age Load/lbs Size PSI 3a 1945 9-1-93 9-8-93 7 91,000 6x12 3,220 3b 1946 9-1-93 9-29-93 28 126,000 6x12 4,460 3c 1947 9-1-93 9-29-93 28 127,000 6x12 4,490 3d 1948 9-1-93 9-29-93 28 125,000 6x12 4,420 INSPECTOR: Bob White REVIEWED BY: 917-134th St. S.W., Suite A-1 • Everett, WA 98204 • (206) 742-9360 • FAX (206) 745-1737 Boss & MAYES TESTING ENGINEERS, INC. LABORATORY TEST REPORT Project: Gleneagle Golf Clubhouse Job # 17593 7619 Country Club Drive Permit # Arlington, Washington Date Made: 9-3-93 Client: Fletcher Wright Contractor: Fletcher Wright Weather: Sunny - 85 F Product: Concrete Producer: Associated Ticket # 111172 Sample Temp: 68 F Slump: 5 3/4" Entrained Air: Yes Mix Proportions: Coarse Agg: 1853 Fine Agg: 1159 Water: 252 Cement: 560 Type: I -II WRA: N/A A/E Admix: 4 oz/yd Mix Design # 90A Date Received: 9-4-93 Design f'c/28-day: 3,000 Placement Location & Notes: Nine Type 1 and six Type 2 footings in the crawl space area and foundation footings in SE corner of building site Sample Date Number Lab # Date Made Tested Age Load/lbs Size 4a 2132 9-3-93 9-10-93 7 78,000 6x12 4b 2133 9-3-93 10-1-93 28 124,000 6x12 4c 2134 9-3-93 10-1-93 28 121,000 6x12 INSPECTOR: Dale Yode REVIEWED BY:A' Strength PSI 2,760 4,390 4,280 917-134th St. S.W., Suite A-1 • Everett, WA 98204 • (206) 742-9360 - FAX (206) 745-1737 FIN)5HE-o O.cv&ba —.-, <iIj R-P N I Lf—T FIFE -- f - T�� — — OIL , e-C -A 01) 3, x 34 x 44 ,IqLET PIPE — LIP x 7E C4=14 PZ�* 11T frp- WA. C)M— STJ> rf. ro -7 ca 044 4- )�efJo- 4 / 3 5- '—)j b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. 0 C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic ��0-{ {� chemicals, rick of fire and explosion, spill or hazardous waste, that could occur as a result of this proposal? If so, describe. 1) Describe special emergency services that r might be required. 2) Proposed measures to reduce or control environmental health hazards, if any: b. Noise 1) what types of noise exist in the area which may affect your project( for example: traffic, equipment, operation, other) ? PC 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for a �Y_\ r�s C+Jcw" �v S �NJ �-� 3) example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. ab IAI 4/Z -f Proposed measures to reduce or control noise impacts, if any: PDT- u 8c.a 8. Land and Shoreline Use a. C. What is the current use of the site and adjacent properties? � L-5c-p Has the site been used for agriculture? If so, describe. XDO Describe any structures on the site. jJo � Will any structures be demolished? if so, what? NO,- ,6 e. What is the current zoning classification of the site? ��.t�.. Gc.�r55�FtC�ITt�✓ f�C f. What is the current comprehensive plan designation of the site? �^i T LCNp^J g. If applicable, what is the current shoreline master program designation of the site? h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. PO 9 i. Approximately how may people would reside or work in the completed project? j. Approximately how many people would the completed project displace? k. Proposed measures to avoid or reduce displacement impacts, if any: 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plan, if any: Jo--,ppucnaust 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. jaoT- Aqr:pc..c C4G L e b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle or low-income housing. N�A C. Proposed measures to reduce or control housing impacts, if any: 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? 10 b. What views in the immediate vicinity would be altered or obstructed? C. Proposed measures to reduce or control aesthetic impacts, if any: NOT" AeFLLC VLC 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? b. Could light or glare from the finished project be a safety hazard or interfere with views? / O C. What existing off -site sources of light or glare may affect your proposal? JUsD r— d. Proposed measures to reduce or control light and glare impacts, if any: 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? L _ b. Would the proposed project displace any existing recreational uses? If so, describe. PO PE:'Ov kOL C. Proposed measures to reduce or control,�� impacts on recreation, including recreation opportunities to be provided����� by the project or applicant, if any: 11 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or nest to the site? If so, generally describe. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or nest to the site. c. Proposed measures to reduce or control impacts, if any: IJIA 12 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. t44 C --7- b. Is site currently served by public transit? If not, what is the approximate 6 FT, nafd distance to the nearest transit stop? No C. How many parking spaces would the completed project have? How_man y would the project eliminate? d. Will the proposal require any new roads or streets, or improvements to existing or streets, not including Iy driveways? If so, generally describe.ti{� Y� (indicate whether public or private). !Sri 15� 9. Will the project use (or occur in the immediate vicinity of ) water, rail, or air transportation? If so, generally describe. 0 f. How many vehicular trips per day would be generated by the completed project? If �( known, indicate when, peak volumes would occur. � g. Proposed measures to reduce or control transportation impacts, if any: Is. Public Services a. Would the project result in an increased %, le!�IAk6�57'170A) need for public services (for example: j J fire protection, police protection, health care, schools, other)? If so, generally describe. b. Proposed measures to reduce control direct impacts on public services, if , any. AJ! 4 16. Utilities a. circle utilities currently available at the site; <9`eC—trici—ty--1D natural gas, water,refuse service, elephone, sanitary 8L)cur- sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing ��r ► v-+tnx� the service and the general construction �df �� activities on the site or in thef. immediate vicinity which might be needed. % c. SIGNATURE The- above answers are true and complete to best of my knowledge. I understand that lead agency is relying on them to make decision. Signature: Date Submi the the its 14 April 16, 1992 WAMU Branch Banks JANUOR CLOSET FIXTURES: FLOOR SINK Fiat, #MSB 2424 with 3" drain and #1453-BB-flat strainer plate. FAUCET Fat, #830-AA-chrome plated with vacuum breaker, integral stops, & bucket hook with brase. Mount 20" AFF. HOSE AND BRACKET Fiat, #832-AA-30" diameter. Mouint 24" MOP HANGER Fiat, #889-CC-24", stainless steel, 3 clamp. Mount 48" AFF. 1. All items, related accessories and fastening devices to be supplied and installed by contractor, unless noted otherwise. 2. Contractor to supply and install all blocking as per manufacturer's specifications. 3. Contractor to supply and install all necessary electrical and/or plumbing connections for complete installation as per manufacturer's specifications. 4. All fixtures shall conform to and be installed at heights in accordance with Americans with Disabilities Act and applicable state regulations for barrier -free facilities. 5. Substitute fixtures will be considered only in the Janitor Closet. All other fixtures are as specified. SUBJECT: GLEN EAGLE GOLF CLUBHOUSE DATE: 6-1-92 TO: PLANNING FROM: TERRY CASTLE Having reviewed the SEPA checklist as submitted for the Glen Eagle golf clubhouse I have the following comments: The questions that were answered with "see permit drawings" should be answered as requested in writing on the checklist. Erosion could occur as a result of this project and an approved erosion and siltation control plan will be required. The answer to what `/- of the site will be covered by impervious surface needs to be answered in relation to the sq ft of the building site. Emissions generated during construction include dust and automobiles. There is a seasonal stream in the immediate- vicinity of the site. It appears to be within 200 feet of the site to the west. There may be an infiltration system required to handle the storm drainage on site therefore there may be dicharges into the ground. If any of the landscaping utilizes the golf course irrigations system there may also be withdrawals from the ground water. The description of water runoff needs to not only include the roof drains but the site drainage and parking lots also. Waste materials could enter- ground or surface waters either from the infiltration systems or through the public storm sewer system. The control of runoff impacts would be through detention/retention facil— ities as well as the landscaping. The question concerning the amount of vegetation to be removed or altered is directed at amounts, not types. An approved landscaping plan will be required. Hawks, deer and songbirds have all been observed on or near the site. The Arlington airport should be indicated under existing noise in the area. The current use of the site is a residential plat being developed under contract with the city rather than "not used". The current zoning is R7200 with a contract rezone. The current comprehensive plan designation is urban residential. 4-6/acre. The number of people to reside or work is shown as only 10. The restaurant, clubhouse, etc will certainly accommodate many more than that. The number of residential equivalent units needs to be indicated. George Brown has indicated that there will be only 40 seats in the restaurant. There will also be a unit number assigned to the pro shop and other uses and the two on course restroom facilities. The question as to exterior materials proposed needs to be answered. A 301 high structure could certainly obstruct views on adjacent residential home sites. The proposed measures to control aesthetic should include and external ap— pearance that has been approved by the city and the architectural committee. A restaurant open during the evenings would produce light, noise, etc that would have an affect on adjacent residential properties. There is no golf course as a recreational opportunity at this time. A golf course is a proposed measure to alleviate this situation. "See site plan" is not adequate as an answer to the transportation question. Describe the proposed system as requested. Now many of the 175 proposed parking spaces are designed for each use, part— icularly the restaurant Again, "see site plan" does not answer the question of proposed new roads and improvements to the street system. The number of vehicular trips needs to be anwered. Mitigation will be the measure proposed to reduce or control the impacts. There will be an increased need for all public services. The construction of the required utilities and streets will be required. DEPARTMENT: DATE DISTRIBUTED q 'ZO RESPONSE DUE --!Saw " AIRPORT DEPT BUILDING DEPT CITY ADMINISTRATOR CITY ATTORNEY CITY CLERK Ian � 00 .T ENGINEERING DEPT PUBLIC WORKS DEPT POLICE DEFT 1/ OW&MIA19 , 7 rni► CONTACT PERSON e)5_ ;111. DEPARTMENT: G DATE DISTRIBUTED fV020 AIRPORT DEPT BUILDING DEPT CITY ADMINISTRATOR CITY ATTORNEY CITY CLERK FIRE DEPT RESPONSE DUE ENGINEERING DEFT 'j,�p TRikFilc P I PARKS DEPT PUBLIC WORKS DEPT POLICE DEPT CONTACT PERSON 0-9 DEPARTMENT: Ro ID_ DATE DISTRIBUTED So 20 RESPONSE DUE %aZ AIRPORT DEPT BUILDING DEPT CITY ADMINISTRATOR CITY ATTORNEY CITY CLERK FIRE DEPT ENGINEERING DEPT PARKS DEFT 'pp PUBLIC WORKS DEPT POLICE DEPT CONTACT PERSON �R 10s*41' /q'' 'I �. 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I �..... ...... ........:...:...:»........................»....................... ».........'.........i.. ....................................................»................ ................ .. . . . . �...................................... .................................. . . . . . . . . . . . . . . . . . . . . . . .........J�.... i f . . . #} ......:...:...:...:...:...:...:...: t ....................................r .....................................,i it i j(....... r•• ..........» r0000 ansmittal Memoranduilr� ❑ Telephone Log ❑ Facsimile 64660"ZR"r% r To: Date:.On r n1 SO e 4 Project No: 74'ay � r Project:C+�ieG� Phone No: Fax No: Re: ?W"tNo. of Pages Including Cover S)r V I q iqq^ �W re sending you the following: Please notify us if enclosures are not as noted. ttached flints ❑ Submittal ❑ Under separate cover ❑ Originals ❑ Samples., Z_Oth$kr, For your: � Information and use El Review and comment El As requested ' ` _,-I r" Action required: ❑ As indicated ❑ No action required ❑ For signature and return These notes are an accurate account of the telephone conversation to the best of my knowledge. r oo Copies sent via: ❑ Mail j Fax ❑ Courier ❑ Express Service ❑ Other ❑ Various oilll The Callison Partnership Architecture ❑ 1420 Fifth Avenue Programming Suite 2400 Planning Seattle, Washington 96101-2343 Interior Design (206)623-4646 Graphics FAX (206)623-4625 ❑ 225 Broadway Suite 1700 San Diego, California 92101-5018 (619)232-3233 FAX (619) 232-3337 Robert J. Tindall, Architect IT Printed on recycled paper To: 'DAVID a� Ae-LAAk- Ty-D, VA. ansmittal _ ❑ Memoranc ❑ Telephone ❑ Facsimile Date: Z7•A?2( L Project No: l i zw • ®a Project: C= La�!'C`� LfV Phone No: Fax No: Re: No. of Pages Including Cover Sheet: We are sending you the following: Please notify us if enclosures are not as noted. Attached El Prints El Submittal El Under separate cover ❑ Originals El Samples >4ther 'For your: ❑ Information and use ❑ Review and comments requested Action required: ❑ As indicated ❑ No action required ❑ For signature and return These notes are an accurate account of the telephone conversation to the best of my knowledge. S�--M `-.emu By: File No./cc: The Callison Partnership Architecture )S.WO Fifth Avenue ❑ 950 Sixth Avenue Programming `J Suite 2400 Suite 200 Seattle, Washington San Diego, California Planning 98101-2343 92101-6221 Interior Design (206)623-4646 (619)232-3233 Graphics FAX (206) 623-4625 FAX (619) 232-3337 Robert J. Tindall, Architect CITY OF ARLIN TON DEPT. OF COMMUNITY DEVELOPMENT CITY HALL AT 238 N. OLYME'IC AVENUE ARLINGTON, WA 98223 (206) 435- 0724 * FAX 435-3906 DATE • -7-13 TO: FIR FAX FRO RE: NUM If you experience problems receiving this FAX, or if you do not receive the number of pages indicated, please call our office at (206) 435-0724. TRANSMIT"lAL Date (?- lam -17z To d 2QUi,,9 ,0&VN%0A) �iTl1 D� AaAtqT04 49w OW11 vbzooN6*,7' File Z" Y (/) < 000 b Project �C�' "�`-!�./C►�. cz� Subject Item Copies Date Description ❑ As you requested ,❑ For your approval El For your information For your review 22 From DAVID EVANS ANDASSOCIATES, INC ENGINEERS. SURVEYORS, PLANNERS,LAVDSC1PEARCHITEM, SCIENTISTS OFFICES IN OREGON. WASHLNGTON AND CALIFORNIA 415 I18TH AVENUE, S E IIELLEVUE, WASHINGTON 98005-3553 (206) 455-3571 FAX (206) 455-3061 ❑ Return requested a w4nvow /. CT ' ❑ Memorand p Telephone Lug ❑ Facsimile Date: 4 ` Project No: 411 Z Project: At U514�1� Phone No: Fax No: Re!T 'r` VZA — - No. of Pages Including Cover Sheet: We are sending you the following: Please notify us if enclosures are not as noted. .Attached ❑ Prints ❑ Submittal ❑ Under separate cover ❑ Originals ❑ Samples ❑ Other For your: ❑ Information and use iew and comment ❑ As requested Action required: ❑ As indicated ❑ No action required ❑ For signature and return These notes are an accurate account of the telephone conversation to the best of my knowledge. _ 1 _ rzo + - 60tusWj � ��¢Mc-r TZc�1l�1F( P,5 Fttq�►�t Al.5 File No./cc: The Callison Partnership Architecture ❑ 1420 Fifth Avenue ❑ 950 Sixth Avenue Programming Suite 2400 Suite 200 Seattle, Washington San Diego, California Planning 98101-2343 92101-6221 Interior Design (2061623-4646 (619)232-3233 Graphics FAX (206) 623-4625 FAX (619)232-3337 Hobert J. Tindall, Architect CITY OF ARLINGTON June 17, 1993 Mr. Bart Treece David Evans & Associates 415 118th SE Bellevue, WA 98004 Dear Bart: The submitted grading, storm drainage and -utilities drawings have been reviewed and require the necessary corrections and/or additional requirements before the permit can be issued. Four (4) corrected sets of drawings should be submitted. 1. Provide storm drainage calculations for parking area to determine if the two proposed catchbasins are adequate. 2. How does runoff get around the landscape barrier of the parking area? 3. Provide detailed drawing of roof runoff from the clubhouse. 4, No retention/detention is shown. Submit calculations showing that clubhouse was accounted for in design of pond this is tributary to. 5. Submit a temporary erosion sedimentary control plan for the entire site of clubhouse and stockpile area. 6. Property lines should be shown for the clubhouse site. 7. Provide oil/water separator at all catchbasins in the parking area. 8. Provide detail of sewer connection into sanitary sewer. 9. Water meters for the building service and the landscape irrigation service shall be located at the street right-of-way. Location should be in planter strip between sidewalk and curb. 10. Two fire hydrants are required and should be located: a. at the right side of planter strip at entrance; and b. at the east planter strip of the parking lot. \wp51 \sherrATreece.1tr Department of Community Development 238 N. Olympic Ave. • Arlington, WA 98223 • (206) 435-0724 • FAX (206) 435-3906 Mr. Bart Treece June 17, 1993 Page 2 11. A landscaping plan is required for review and approval by the City Parks Department. Four (4) sets of drawings are required. 12. A landscaping buffer should be provided between the west property line and Lot 83. 13. The proposed pond to be used for fire protection should be shown on the drawings. 14. The proposed drainage areas are shown to be daylighted to where? A detailed drawing should show these areas to be shown as retention or detention or infiltration. If you have any questions you can contact this office at 435-0724. Sce ely, David W. Anderson Building Official DWA/ss July 30,1992 Mr. David Anderson Building Official City of Arlington Department of Community Development 238 North Olympic Arlington, Washington 978777 Re: Permit Review Comments Gleneagle Golf Clubhouse Project Number 91274.00 Dear Dave: Thank you for your detailed review of the permit drawings for the Gleneagle Golf Clubhouse. The following outlines our response to your comments in the order presented. We are resubmitting the structural drawings to address your comments. Revisions to the architectural drawings will be noted in red on the previously submitted permit documents. 1. The following items are drawing coordination issues and are not code related. a . Sheet A2.1 main level plan, the 11'-0" dimension at south end of stair is revised to 12'-0". b. Sheet S.3 detail 63 is revised to 62. c. Mechanical and electrical drawings will be submitted by design build contractor. d. Sheet A2.1: Window types A/B and A/C are revised to E/F each side of door 210. e. We do not find the incorrect size on window E and F. 2. See attached structural comments. 3. Specification Section 03001,1.03 c and Section 01400,1.08 requires testing and inspection to meet code requirements. See attached structural comments. 4. Sheet A3.1 is revised to show public toilet wall finish as ceramic tile. We submit product literature on zolotone with this letter. This product is used on the lower level toilet rooms only. 5. We do not find any toilet rooms which do not comply with 60" unobstructed floor space. 6. We do not find any doors in the accessible route of travel which do not have the required 18" clearance beyond the strike side of the door jamb. 7. Plumbing drawings will be submitted by a design build contractor. Architecture 1420 Fifth Avenue Programming Suite 2400 Seattle, Washington Planning 98101-2343 Interior Design (206) 623-4646 Graphics FAX (206) 623-4625 Mr. David Anderson Department of Community Development Project Number 91274.00 July 30,1992 Page 2 8. Sheet A1.1 is revised to show handicapped parking and signage. 9. Prefabricated shower unit (specification 15400-6) meets code requirements. 10. Mechanical drawings will be submitted by design build contractor. 11. Sheet A1.1 is revised to identify address sign. 12. UBC Section 602b does not address this issue. During telephone and letter correspondence, the City of Arlington assured Callison no rating was required between floor levels. 13. We do not find any area not vented per code. Mechanical drawings will be submitted by Design Build Contractor. 14. Mechanical drawings will be submitted by design build contractor. 15. Mechanical drawings will be submitted by design build contractor. 16. Per conversations with David Anderson, the City of Arlington, the lower level is not considered H occupancy. 17. Per conversation with UBC officals, Section 1703 does not apply to this situation. 18. Sheet A9.1. See Section 09600 for RF-1, See Section 09600 for RF-1, RF-3 has not been selected and is not a code issue. 19. Sheet A4.1 is revised to delete the word "hall'. Entire space is the Gallery. 20. Sheet A7.1 shows ceiling heights. Specification Section 09510 and 09260 address installation requirement. 21. Specification Section 09510 requires conformance to UBC Standards No. 47-18. 22. Structural: See attached structural comments. 23. Structural: See attached structural comments. 24. Structural: See attached structural comments. 25. Structural: See attached structural comments. 26. Structural: See attached structural comments. 27. Sheet A4.1 is revised to note required clearances. Reference "2515" is in error. Relevant section is 2516. Mr. David Anderson Department of Community Development Project Number 91274.00 July 30,1992 Page 3 28. Sheet A2.1 is revised to increase the number of vents to 38. 29. Sheet A7.1 and sheet A4.1 is revised to note draft stops. 30. See attached structural comments. 31. See attached structural comments. 32. Specification section 07310 identifies GAF Timberline as having a U.L. Class A fire rating. ?• 1 33. Sheet AY.I"is revised to locate access doors. Section 8305 specifies access doors. 34. Sheet A2.1 is revised to add second exit to room 206lounge. 35. Sheet 2.1 is revised to add second exit to room 201 lobby. 36. Doors to exterior are provided with panic hardware. 37. Sheet A5.1 is revised to show extended handrails. 38. There are no required stairs for exiting. 39. Sheet A7.1 shows required exit signs. 40. We have submitted a furniture layout for the dining room, lounge and decks. 41. Specification section 10305 requires U.L. or ICBO listing. Installation is required per manufacturer's recommenda tion. 42. Section 4303,(b), 6 does not address penetration of ceiling assemblies. The ceiling of the lower level does not need to be rated. 43. Sheet A9.1 is revised to include tempered glass at window E. 44. All insulation requirements are shown on sheets A4.1 and A4.2. Glazing area calculations are shown on sheet A0.1. Mr. David Anderson Department of Community Development Project Number 91274.00 July 30,1992 Page 4 If I can be of further assistance, please do not hesitate to call. Sincerely, The Callison Partnership, Ltd. V2 '.tz, AIAPjgr WFG:my c: Callison: Spencer Johnson ltr/andmwn/wfg/7-0 March 30,1992 Mr. Dave Anderson Building Official City of Arlington 238 North Olympic Arlington, Washington 98223 Re. Gleneagle Golf Clubhouse Project Number 91274.00 Dear Dave: Based on our phone conversation of March 26, 1992, the City of Arlington has determined that the basement golf cart storage area will be classified as B2 Warehouse, not as H Occupancy. Parking will be provided for up to70 electric golf carts, each with its own battery pack (six-6-volt batteries per cart). The required separation between A3 and B2 Occupancies is N. We will provide venting of the charging area equivalent to five air changes per hour (E-Z-GO Cart recommendation). This is equivalent to 67 CFM per occupant. I have included our Code search and occupancy count for your review and comment. Please contact me immediately if you do not concur with the above information. Sincerely, The Callison Partnership, Ltd. Chris Frost, AIA Project Manager c: Sider & Associates: Ed Sider Callison: Bill Gartz, File Architecture 1420 Fifth Avenue Programming Suite 2400 Planning Seattle, Washington 98101-2343 Interior Design (206) 623-4646 Graphics FAX (206)623-4625 March 27,1992 Gleneagle Project Number 91274.00 Applicable Codes: 1988 Edition of the Uniform Building Code 1988 Edition of the Uniform Building Code 1991 Edition of the Washington State Energy Code 1990 Edition of the Washington State Barrier Free Code OccupancX (Mixed) = A-3/B2 Construction Type = V-N Maximum Allowable Floor Area = UBC Section 505(d) Basement not included UBC Section 506(a)3. 100 percent increase for separation on all sides Maximum allowable area for mixed use per UBC Section 503, (a): 3355/12,000 (allowable A3 area) + 4280/16,000 (allowable B2 area) _ .55 < 1 therefore OK. Actual Floor Area: Basement: 4730 SF (B2 Warehouse) First Floor: 7635 SF (A3 = 3355 SF, B2 = 4280) First Floor Deck: 2050 SF (not classified as an occupancy group) Maximum Allowable Height Per UBC Table 5.D A3 - 1 Story (401 Actual Height 1 story over basement Wall and Opening Protection Per UBC Table 5-A Exterior Walls - Not Required Openings in Exterior Walls - not required Gleneagle Project Number 91274.00 March 27,1992 Page 2 Occupant Load A-3 Assembly Areas 3355 sf =15 = 224 (104) DR-1, 60 DR-2, 60-Lounge) B2 Retail 733SF+30 = 24 B2 Office 230 SF =100 = 2 B2 Warehouse 4730 SF = 500 = 10 Total Occupant Load = 260 Land Use Code: Gleneagle Master Planned Community CF:my .� ° Consulting Engineers July 29, 1992 David Anderson, Building Official City of Arlington Department of Community Development 238 North Olympic Arlington, WA 98223 Dear Mr. Anderson: This letter is in response to the structural comments from your July 13, 1992 comment list on the Gleneagle Golf Clubhouse. Thank you for reviewing our drawings, in what obviously has been a quite thorough review. We would like to offer the following response to the structural comments. Item 2. Stamped and signed drawings have been included. Item 3. The structural notes call for a special inspection. I assume that the owner will designate a special inspector. Item 22. The structural notes now call for grade 60 reinforcing steel. Item 23. Lateral design calculations are submitted with this letter. Item 24. Revised sheet F3 is being submitted with this letter. Item 25. The section cut has been revised and a note has been added on sheet S1. Item 26. The bar noted has been called out on revised detail 68, S3. Item 30. We have added notes to the plans on detail 33, S2 and 42, S2. Item 31. Pressure treated posts have been called for in the crawl space area. Please refer to section 33 on S2. Again, thank you for your comments. If we can be of further assistance, please do not hesitate to contact us. Sincerely, SMITH & HUSTON, INC. Theodore E. Smith, PE, SE OF 7 Plaza 600 Building, Suite 620, 600 Stewart Street, Seattle, Washington 98101 (206)448-8448 FAX (206)728-2872 r FAMES 1/23/ q= by 3 Consulting 600 Stewart Street, Suite 620 Engineers .Seattle, Washington 98101 (206)448-8448 FAX (206)728-2872 So �,l O 1J-r I—IPI�I�o� 42 rGoalZ�cow = 10.00 -d/�- GO GvWt`l CAP : .51 c104 ye- s/,►,��vry G��� G/1/g000 6 = 75. V3 moo Mod ...✓ date 2 checked date 57/VAAI , lsV% jz •� 8, �� 3 010 �DIN/Ark 2arW AN 7 Fb - sheet no. /C'' job no. W OC SIF 5 %Es ,` ...Qs- 1,03_ r.f . HuMm'Rimeo Consulting 600 Stewart Street, Suite 620 Engineers Seattle, Washington 98101 (206)448-8448 FAX (206)728-2872 .Oro I oil by sheet no. date / SEIWI checked joh no. date • Q QAL W, HuMm, Rime. Consulting 600 Stewart Street, Suite 620 Engineers Seattle, Washington 98101 (206)448-8448 FAX (206)728-2872 C/A / ��WIIN// /2,,e 6' Ir /,T, s-x �/, 7 'r �r 7.1x I- A Z r 62X -7. ,a y 7 All ago it 6,?, q Y7� 2� 7 71 00 /// I /Il7,e -7 1 74-1 4 �t7�Jly Z /s; 1/-7 -- 6�q K q 7c" �✓ � � / 1 4 Qs : / z. %j A--;11� by sheet no. L Z bate checked job no. date 3g9L1 A' r j 117 d t# �v,asP��fl�� Lv rL 3�g7Lc S5 x _ 2 cl2 17xJ8' = 1U260 7 5 x 3 �` I- .7-t (e 4 P� �JGC IF -5'4��PJZF' = h// 6 7 (b -fo / 2 PO (:)T r Wf-1, y 06-7 ,e, ,)0 ` I Consulting 600 Stewart Street, Suite 620 Engineers Seattle, Washington 98101 (206)448-8448 FAX (206)728-2872 Z 'S�t utl. rn imp t,uv�2 �� , �� ro� 7,3 LY (I- ZA> ,z Ilv NGt" I t-r .5'ovq I4 Fo plz UNI it -60MI) Wrl Vo; u CG cm o- c w car 0/c 646C 6-UY by sheet no. date checked job no. date WAI(- wT z I UX 23 = �3U L�� 2- :5/ Wer"Al 14 VII iA :� 6 0;4 011,01 V -, 70-5'x- zo 0 WOO z amfagw z ZZ, Lk) ( v of C LJ •(I?i OW = L U(O v- 23 -- q q CLOG L)P L i r-T C ,5 13 y1Ox go_-5,3rt� Gapla4rt' ?'? P, ` :57% / �V Ir j� GI�G/L 90"t P�= 3co August 7, 1992 Bart Treece David Evans & Associates 415 118th Ave SE Bellevue, WA 98005-3553 RE: Grading permit for Gleneagle clubhouse Dear Bart, Y1 ^ iI-YA ► This letter is a follow up regarding the necessary plans and specifications required for the grading permit for the gleneagle clubhouse. 1. Application for a grading permit shall be accompanied by two sets of plans and specifications, and supporting data consisting of a soils engineering report and engineering geology report. The plans and specifications shall be prepared and signed by an individual licensed by the State of Washington. 2. The plans shall include the following information: a. General vicinity of the proposed site. b. Property limits and accurate contours of existing ground and details of terrain and area drainage. c. Limiting dimensions, elevations or finish contours to be achieved by the grading, and proposed drainage channels and related construction. d. Detailed plans of all surface and subsurface drainage devices, walls, cribbing, dams, and other protective devices to be constructed with, or as part of, the proposed work together with a map showing the drainage area and the estimated runoff of the area served by any drains. e. Recommendations included in the soils engineering report and the engineering geology report shall be incorporated in the grading plans or specifications. f. The dates of the soils engineering and engineering geology reports together with the names, addresses and phone numbers of the firms or individuals who prepared the reports. In order to complete a thorough and timely plan review all documents listed should be submitted as soon as possible. If you should have any question feel free to give men a call. sincerely, David W. Anderson Building Official September 1( 1992 WJVX0006 Mr. David Anderson City of Arlington Department of Community Development 238 North Olympic Arlington, Washington 98223 Re: Gleneagle Clubhouse Grading Permit Dear David: In response to your letter dated August 7, 1992, we are submitting this letter of response to your comments. If you have any questions please contact me. Comment No. Response 1. When we have a completed grading permit application we will send it to you. A copy of the Geotechnical Report has been included in this submittal. 2a. A vicinity map is now included with the plans. 2b. Property limits and grading limits have not been included. 2c. These features have been further enhanced to clarify the limits. 2d. Details have now been included. 2e. The soils recommendations are in the Geotechnical Report and have been referred to on the plans. 2f. This information has been included. Sincerely, Michael Mathia Project Manager MDM:crg DAVD EVANS ANDASSOCIATES, INC. ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS, SCIENTISTS OFFICES IN OREGON, WASHINGTON AND CALIFORNIA 415 118TH AVENUE, S.E. BELLEVUE, WASHINGTON 98005-3553 (206) 455-3571 FAX (206) 455-3061 AUG- ,3 - 9 2 N O N 1 G: 3 4 T E C H N I- C O A T INC FAX TRANSMITTAL DAtZ1 8/3/92 TIME: FAX RE _NED AUG 03 1992 THE CALUSON P RTNEASHi 4:35 PM s Q e FROM: - 3227 W. Government Way, Seattle, WA 98199 (206) 285-2064 Fax #: (206) 282-9625 TO: M T CHET.LE MC CORMICK C'ALLISON PARTNERSHIP COMMENTS/INSTRUCTIONS: FAX #: 623-46251 y NUMBER OFF PAGES: (Including Transm ttal) REc GLEN EAGLE COMMUNITY CLUB (RESTROOM AREAS) P _ 0 1 PEA YOUR TELEPHONE CALL OF THIS DATE, FOLLOWING ARE SPECIF;ICATTON TEST RESULTS ON THE 43 SERIES ZOLATONE FOR YOUR INFORMATION AND USE. f _ I HOPE THAT. THIS WILL PROVIDE THE INFORMATION YOU NEED, HOWEVER IF YOU NEED FURTHER INFORMATION PLEASE GIVE US A,CALL. BY: KARFN �N i F 34 TECHN I - _OAT I NBC P _ 0 2 im ZOLATONE 43 Zolatone 43 ZOLATONE 43 is designed for interior architectural surfaces only. ZOLATONE is the original and revolutionary textural and polychromatic finis achieved with a single spray application. Varying particle sizes create depth th t give the coated surface an unusual three-dimensional effect. ZOLATONE is deigned to be used in place of vinyl wall covering, or instead of conventional wall paint. ZOLATONE 43 has a low odor during application, permitting, areas to be used shortly after application. The coating has been tested and listed by Underwriters Laboratories as a general purpose coating with a "Class A" fire rating (ASTM-E- 84 Class A). It is a bacteriostatic and extremely resistant to w hing and scrub- i1E bing. It has superior moisture, mildew, and alkali resistance. tough, flexible, durable finish can be easily repaired. Product Availability ZOLATONE 43 is available in numerous standard colors. Cus om colors can be made to match designer samples. See your ZOLATONE sales }epresentative for assistance. Coverage Recommended rate,175 sq. ft. per gallon. Appearance and durability are assured at one hundred percent fullcoat coverage with continuous pinhole -free film. Drying Time To touch, four hours. To use, overnight. Full cure, about 15 da s. Application ZOLATONE 43 is ready to spray as supplied. Reduction Is not required or advised. The use of reducers, solvents, or thinners will destroy the formulation that produces the texture and pattern. See Application Manual #1�6 for information detailing storage, mixing methods, equipment, pressure and spray techniques that are required for the Zolatone Systems. Clean Up Use water Immediately after application, then follow with ace one, methyl ethyl ketone (MEK) or lacquer thinner. Surface Preparation New or uncoated substrates require foundation coats (see Rec mmended Foun- dation Coatings and Primers for detailed information). PreviousI painted surfaces (or vinyl wall coverings) which are clean, tightly bonded to th�surface, dry, and free of gloss, will not usually require a foundation coat. Wallpaper or paper -based wallcoverings must be removed prior to the application of ZOLATONE 43. Packaging Lined one gallon cans and plastic five gallon pails. Maintenance ZOLATONE is resistant to most common soils and stains, household chemicals, crayon, nonpermanent felt pens, ballpoint pens, etc. Should cleaning be required after full cure (usually 10-15 days), the one hundred percent fullcoat, continuous film insures ease of soil removal. If soil removal is necessary, sa isfactory cleaning may be obtained with spray liquids such as Fantastic and For ula 409, Stubborn stains may require chlorine -free mild abrasives. The abrasive 0eaner should first be tested in an inconspicuous area to determine its effectiveness. CAUTION: Freezing must be prevented during shipment and storage, a� with any coating that contains an aqueous solution. The product will be destroyed If freezing occurs. l NOTE: ZOLATONE 43 is not recommended for exterior surfaces. Fo, exterior surfaces requirements, see technical data on ZOLATONE 38 AUG- 3- 9 2 M O N 1 6: 3 5 T E C H N I -COAT INC P - 0 3 I ZOLATONE 43 TECHNICAL DATA Flash Point Skinning 60 Specular Gloss Washability Flexibility Self-Llfting Alkali Resistance Mildew and Fungus Resistance Kaud-Butanol Value Accelerated Weathering Salt Spray Fire Safety Stain Scrubability Bacterial inhibition Specification Test Results Over 105 degrees Fahrenheit, Tagliabue Closed Cup T'st (TCC) ASTM D-56-77 No signs after 30 days (FED-STD-141 B, Method 6141) Maximum of 10 (ASTM D-523) . No more than five percent change In specutar gloss and of more than 15 percent change In daylight reflectance (FED-STD-141 B, ethod 6141) No cracking or checking when bent around 'A" mandrel i FED-STD-141 B, Method 6221) No evidence of lifting or blistering when recoated after eight hours (FED- STD-141 B, Method 6252) Aged film withstands ten percent sodium dydroxide for thf ee hours (drying and aging FED-STD-14113, Method 6141; resistance test, (ASTM D-1308) FED-STD-141 B, Method 6271, evaluation of growth, vilally no growth (organism aspergillus oryzae) For the Isolated solvent, does not exceed 40 (FED-STD-14 8, Method 4352 for solvent isolation; ASTM D-1133 for KB test) Excellent film Integrity after 1750 hours exposure over rimed substrate (ASTM G-23 and ASTM D-822) No appreciable creepage after 5.00 hours exposure over primed steel sub- strate (ASTM 8-117-73) Underwriters Laboratories tested and listed (ASTM E-84-61 Class A), UL 723, Flame Spread 10; Fuel Contributed 5; Smoke Developed 0, National Fire Protective Assn. No, 255; Uniform Bldg. Code 42-1 No staining from mild acids, chemicals, oils, food (ASTM Method D-1308- 57) 1 Only slight signs of wear after 75W cycles (FED-STO-141 IB Method 6142) U.S. Government Specification UU-P-510, Paragraph 4.4.2.1 showing a clear zone 5 millimeters from edge of test specimen using Staphylococcus Aureus FDA #209 verifying bacteriostatic properties. Test by independent laboratory. I CITY OF AMKILINGTON BUILDING DEPARTMENT C]ER'7C I F ICA\T]E OF OCCUPANCY COY UNIFORM BUILDING CODE SEC.109 At 7619 Country Club DR Building Permit Number Name & Address of Owner Occupant Load Woodland Ridge Joint Ventures 383 7619 country Club DR Type of Construction Arlington, WA 98223 VN om Number of Stories 2 Use IND/COMM THE Gleneagle Golf Clubhouse HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE CURRENT EDITION OF THE UNIFORM BUILDING CODE FOR GROUP A3/B2 OCCUPANCY ISSUED THIS 27TH DAY OF BY Q . Zg�nr� FIRE OFFICIAL THIS CERTIFICATE SHALL BE POSTED IN A CONSPICUOUS PUBLIC AREA AND SHALL NOT BE REMOVED, MUTILATED OR OBSCURED AND SHALL BE MAINTAINED IN LEGIBLE CONDITION AT ALL TIMES. ANY CHANGE OF OCCUPANCY REQUIRES A NEW CERTIFICATE. , Z+ W-'ec � �t !�o CITY OF ARLINGTON Building Department 238 N Olympic Arlington, WA 98223 Phone: 360.403.3431 Fax: 360.435.3906 To: t L. CFrom:, Ac.- Fax : - Q 5 J I . Pages: �-- Phone: 'I aS - 4 S U - I665 Date: 7-0 z _ Re: CD - CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply 238 N. Olympic Ave. - Arlington, WA 98223 • (360) 403-3431 - Fax (360) 435-3906 CITY OF ARLINGTON 238 N. OLYMPIC - ARLINGTON, (206) 435-5785 WA 98223 REQUEST FORIAC+CESS TO PUBLIC RECORDSi Department Division _ Person Receiving Request Date 11 �ZSIa'L Name At 04 �, 6614%-III— O%i Address I G / � _ kZ S° f City State k/4-_ Zip 1 = Phone��� " r�► ✓OIG ZS- If emergency request, indicate date desired: 0 4-8 (y z A . M , RECORDS RE UESTED: Title of Record c 7 i r+ fVTt— Date of Record 1 R q Please describe below the records you are requesting and any additional information that will help us locate them for you as quickly as possible. &gLP AUItSr- — C6UP50VV i' &,D&/ I certify that the lists of individuals obtained through this request for public records will not be used for commercial purposes. Signature Number of copies Number of pages Per page charge TOTAL CHARGE MECEIVER 1 1 mph cw� ( � 'c' 140V 2 5 �042 S E P- 2 3- 9 3 T H U 1 0: 2 4 W- E_ LEHNER & ASSOCIATES P_ 0 1 W B LEHNER & ASSOCIATES FIRE PROTECTION ENGINEERS 524-132nd. St. SW Ste. 8105 Everett, WA 98204 1-800W698-0569 (206) 743-7452 FAX: 745-4739 September 23, 1993 TO: Dave Anderson CITY OF ARLINGTON 236 N. Olympic Arlington, WA 98223 RE: Glen Eagle Clubhouse Arlington, WA WBL #93925 Dear Mr. Anderson: A request from Federal Fire Safety Co. a Fire Alarm Contractor from Bothell, WA with the contract on this project was received regarding the city requirements for a fire alarm system at the subject building. I have investigated the city requirements and found that: 1. No official fire alarm requirement exists. 2. The building is not to be sprinklered therefore I have reported the following conditions to the contractor: It seems that a voluntary fire alarm systern is specified. I instructed the contractor that whatever level of fire alarm system they chose to voluntarily install would have to be installed in accordance with the Uniform Fire Code Chapter 14 and simply to submit it as complete as they can and we will review accordingly. WBL/aw c.c. Roger, Federal Fire Safety 487.9467 93925-L.1 Sincerely, W. B. Lehner, P.E. Fire Protection Engineer W B LEHNER & ASSOCIATES W. B. LEHNER & ASSOCIATES W /p 524-132nd ST SW Ste. B105 llll Everett, WA 98204 1-800-698-0569 g TRANSMITTAL (206) 743-7452 (FAX) 745-4739 L ATTENTION: David Anderson, Bldg. Official DATE: 11 /4/93 TO: CITY OF ARLINGTON JOB: 93925 DEPT. OF COMMUNITY DEVELOP FAX# 238 North Olympic Arlington, WA 98223 RE: Glen Eagle Golf Club Bldg. Permit #Fire Alarm Arlington, WA WE ARE SENDING YOU _ PAGES INCLUDING THIS COVER SHEET IF YOU DO NOT RECEIVE THIS TRANSMISSION I ITS ENTIRETY, PLEASE PHONE. WE ARE SENDING YOU THE FOLLOWING ITEMS: FOR: Submittal Plans Specifications Approval Your Use Copy of letter Calculations Details Comments As Requested COPIES DATE NO DESCRIPTION 2 ea. 9/20/93 1 of 1 Fire Alarm Shop Drawing 2 ea. Set Fire Alarm Equipment Submittals 2 ea. Set Fire Alarm Battery Calculations REMARKS: 1. The enclosed drawings may be slightly different from those in your file. We received extra prints directly from the contractor. 2. The equipment data and battery calculations are acceptable as submitted. 3. The drawings are ACCEPTABLE, subject to notations thereon. Sincerely, C.C. J.Marshall, FPE W.B. Lehner, P.E. Fire Protection Engineer WB LEHNER & ASSOCIATES MEMORANDUM TO: Staff FROM: Building Department DATE: June 30, 1993 SUBJECT: Clubhouse building permit fees Plan Check $2,300.68 Paid 4/24/92 expired 4/24/93 Plan Check $2,300.00 Paid 5/19/93 Permit $3,539.50 Energy Code Surcharge $4.50 Water/Sewer fees $47,710.00 TOTAL - Breakdown below Tap -in charge (9 ERU's, 1'/z" (1 ® $7,500; 1 a $1,500) $19,500.00 Water Svc. Connection 1'/z" $950.00 Side Sewer Permit $260.00 9 ERU's (1 ® $100; 8 0 $20) Sewer Svc. Connection $27,000.00 9 ERU's (9 0 $3,000) Traffic Mitigation TOTAL (excluding traffic $51,254.00 mitigation) -7-o �� 3 Note: Mechanical and plumbing fees are not included. These are separate permits (plans have not been submitted) and will be determined when plans have been submitted. 1wp511a mTAGCHpeemS mem BUMI) NG PERMIT APPLICATION CBECRIIST RES & DUPLEX APPLICATION SITE PLAN ARCH. DRAWINGS �r STRUCTURAL DRAWINGS L--- LEGAL DESCRIP ENERGY CALCS TCRM DRAINAGE PTIC TANK DESIGN CO1vM & IND '-' APPLICATION SITE PLAN ARCH. DRAWINGS STRUT DRAWINGS LEGAL DESCRIP ENERGY CALCS STORM DRAINAGE SEPA CHECKLIST UTILITY DRAWIN �iAN GS STRUCTURAL CALCS THREE (3) COPIES OF EACH FOUR (4) COPIES OF EACH ARE ARE REQUIRED FOR APPLICATION REQUIRED FOR APPLICATION. >>>>>>»» »» »»»»»» »»»»»»»»»»»»»»» >>»»»> ZONING SETBACKS! FRONT USE RFAR LOT COVERAGE SIDE <<<<<<«« <<<<««« «« <<<<<<««««« ««« <<<<«« «««««< NOTES: .too ,E�Vjeger- DATE: SIGNED: Ci ty of Arlington 3uildina Permit File Checklist Company Name Permit Number Owner's Name Job Address Original Permit Application - Date Received Original Construction Permit Copy - Date issued Legal Description - on file N/A Plans Requirement Checklist - Completed N/A Planning and Zoning Review - Completed N/A Energy Calculations - WSEC NWEC N/A On File Field Inspection Record - Job card issued Site Plan - On File N/A Copy of Plans - On File Hanging See Locator N/A Destroyed Storage Health Department Approval - N/A On File S.E.P.A. Checklist - Exempt N/A On File Utilities Information Questionaire & Application - N/A On File Existing Adequate Fire Department Approval - N/A Comments on File Verbal Approval By Date Time Airport Commission Approval - N/A On File Engineering Approval - N/A Storm Drainage Verbal Approval By Date Time Contractors Registration # Status N/A Expiration Date Structural Calculations - N/A On File Soils Data - Assumed stable soil On File N/A Certificate of Occupancy - N/A Date Issued CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO.00848 OWNER MAIL ADDRESS CITY ZIP PHONE Woodland Ridge Joint Venture ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE The Callison Partnership 1420 Fifth Ave Suite 2400 Seattle 98117 623-4646 GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LIC NSE # F'[et cbe r i'rrh C°nnal-rt7cw i`nn . Tnc P-0- Boss 3764 Spattle 98124 497-7654 MECHANICAL CON7� ACTOR�i _ MAIL ADDRESS � CITY ZIP PHONE LICENSE # (for above) FLETCW1077CH PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE # CLA55 OF WORK :'NLW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ DEMOLITION [:]BUILDING RELOCATION VALUATION OF WORK 3 1 mill -ion DESCRIBE WORK .�.L .,., ....�. , ...... B n n n .- 4 T,7; 4-% q f) f) f) c f (*eti l f C",4rt PROPOSED USE OF BUILDING nI f I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- SIONS OF LAWS AND ORDINANCES GOVERNINGTHIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE GRANTING OFA PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIR 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE ON RACIORORAUTHORI AGENT DATE X' LLGAL IAV'RIPTIINQF PPoi TY eELQwO�e ArrneH DURCOPIESf LOr BLOCK OF TAX ID NUMBER IOB ADDRESS 7619 Country Club Dr. (OFFICE USE ONLY) PLUMBING ME ANICAL 6z NO TYPE OF FIXTURE FEE NO, TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) AIR COND UNITS — H P EA. BATHTUB REFRIGERATION UNITS — H P. EA LAVATORY (WASH BASIN) BOILERS — H P. EA SHOWER GAS FIRED A C. UNITS — TONNAGE EA. KI ICHEN SINK & DISP FORCED AIR SYSTEMS — B T U MEA DISHWASHER WALL HEATERS — B.T.0 M LAUNDRY T RAY UNIT HEATERS — B.T U M CLOIHESWASHER EVAPORATIVECOOLERS WATERHEATER CLOTHES DRYERS URINAL VENTILATICN FAN DRINKING FOUN I AIN RANGE HOOD COMMERCIAL FLOOR DRAIN AIR HANDLING UNIT — CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE & CHIMNEY SINK (SERVICE — BAR, ETC) WATER HEATER GAS PIPING SUB TOTAL f SUBTOTAL f PERMIT f PERMIT f TOTAL FEE f TOTAL FEE f SIDE YARD SE I BACK 115 210 STREET SETBACK 160 REAR YARD SETBACK 65 PLAN CHECK NUMBER 5/19/93 PLAN FEE 2 300.00 CHECK FEE RECEIPT NO 27493 USE ZONE R 7200 LOT AREA 174 534 (4,1) VACANT SITE OYES ❑NO FEES VALUATION FEE PLAN CHECKING NG TYPE OF CONST j%N OCCUPANCY GROUP A3 B2 NO OF DWELLING UNITS 1 BUILDING f SIZE OF BLDG. 9779 NO. OF STORIES 2 MAX OCC. LOAD 383 PLUMBING FIRE SPRINKLERS REQUIRED ❑ YES O MECHANICAL Se Grate ermit COMMENTS PAID STATE BLDG. CODE ENERGY CODE SURCHARGE 4 50 PENALTY SEC. 303(a) WATER/SEWER FEES 47,710 00 TOTAL 51,254 00 PERMIT VALIDATION WHEN P PYVALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PAID CR# BY %_ /,,-?9 cc: ASSESSOR, APPLICANT, TREASURER, BLDG. DEPT BUIi G'5M IAL DATE RECORDS COPY CITY OF ARLINGTON CONSTRUCTION PERMIT j COMBINATION BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. MAIL A ARCIfITLC T OR DESIGNER MAIL ADDRESS CITY YIP P}FONE Ir cS 4� Ftr-TI+ AvG . Sut �. 'Q `y 1 GENERAL CONTRACTUR MAIL ADDRESS � -pd�) M CIfANICALCONTRACTOR MAIL ADDRESS rta 13r PLUM13INGCONTRACIOR ` MAIL ADDRESS LASS Of WORK NLW ❑ AUDI IION ❑ ALTERATION ❑ REPAIR VALUA7IONOF WORK DESCRIBE WORK � co � v 6CC70sF PRoPU5E D USE OF BUILDING dorm-F Cc 4 6 ff tM LLGALLIE .5(RIP IION 01 PROTLRTY1514OWN19FIOWORATIAt111OURCO 1U1 PLUCK [T��� -4eONE`��NSE I� 2C�'o (oZ3- 4CoQ G � HONE LICENSE / J G�7'C �i PI+ f�j�kJAEJ 7hll - P r PIS} - I-Afx Q::BER `-_aFFICE USE ONLY) PLUMAlpor- HONE LICENSE IT ff/ZQ —ZZ('9 4D EXAMINED THIS APPLICA IE AND CORRECT ALL PROVI Zp(. 41-1 76 sj 4 /ERNING THIS TYPE OF WORK 'ECIFIED HERIN OR NOT. THE 44 '? _ 7 7 Z 7 UME TO GIVE AUTHORITY TO > OF ANY OTHER STATE OR )N OF THE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. cIGNATVRE OF CONTRk Q41-,TR AUT1fOR17-€D AGENT DATE X MEC.I NO. d TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WAi CLOSEI (IOILLI I AIR COND. UNITS - H.P. EA. BAIHI RLF GE RATION UNITS - H.P. EA, LAVAIOR WASH BASIN( BOILER - II.P. EA SIIOWLR GAS FIREII .C. UNITS - IUNNAGE EA. KI ICIILN SINK 8 SP. FORCED AIRS TEMS - B.T.U. MEA DISHWASHLR WALL HEATERS - .T.U. M LAUNDRY TRAY UNIT HEATERS - B. U. M CLOIIILS WASIILR EVAPORATIVE COOLE W'AILR IILAILR 1HES DRYERS URINAL ILATION FAN DRINKING FOUNIAIN 1 HOOD COMMERCIAL 1 LOUR DRAIN ANDLING UNIT - CP VACUUM BREAKERS INS, LX1 ROOI DRAINS RAINLLAI FIREPLACE A CHIMNEY SINK (SERVICE - BAR, LTC V t HEATER PING_ SUB TOTAL I SUB PERK PERMIT I TOTA TOTALFEE I SIDI. S ARI E IBALK R PLAN ECK FEECEIPVAWAtION RSTREIA-16 FEE TYPE OF CONS] Y G — BUILDING I 353�� SILL UI BLDG. NO Of 5TORILS .,.n_uCC LOAD 383 �. PLUMBING r— FIRE SPRINKLERS REQUIRED ❑ YES NO MECHANICAL COMMENTS STATE BLDG. CODE �C r %l�� �� /� otw't y�� / �� ekpw r-A ENERGY CODE SURCHARGE U.B. PENALTY SEC. 303 (a I 3 M L//jam I WATERISEWER FEES r //% 1�//f `� �� ✓ �`f ��J�/0•/T� �/y♦� /) ///F / / / / V TOTAL (/�" / RECEIVED MAY 19 1993 PERMIT VALIDATION WHEN PROPERLY VALIDATED FIN THIS SPACE) THIS IS YOUR PERMIT & RECEIPT PAID CRR BY cc- ASSESSOR. APPLICANT, THEA51j F -fiJL F t� �/j , I AUILOIN(-l0FFFCIlAL DATE RECORDS COPY CITY OF ARLINGTON CONSTRUCTION PERMIT 'J COMBINATION BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. NER MAIL ADDRESS CIIY tIP PIIONE , W NCB gksrG ARCIIITLCTORDFSI(;NFR MAIL ADORE SS CITY ZIP PHONE Q I • ��,� „4, } ' 4� Fi�1 t � /�i♦6l.�� i6:. ANERALCUNIRACIOR MAIL ADDRESS (IIY ZIP PRUNE LICENSE IT —�9ZCYAP y 6ZJ-4(24V MUIIANtCALCONTRACTOR MAIL AOORE55 CITY LIP PHONE LICENSE PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE L CI.ASSOT WORK VNLW QADDIIION ❑ALIERAIION ❑REPAIR ❑DFMOLIIION ❑ BUILDING RELOCAIION 'VALUATIONOF WORK I ` i . Od N11UA0AJ UESCRIBE WORK N (01 'sme .XIrP^-) Sr- CLu P'ROPOSI U USL Of BUILDING 4rm.r Gu.6 ocn6c- ELGALULS(RIPIIUNOI PROPERTY(SII()WNBFLOWC)RAITACHIOUR(.OPIFSI Lul RIIX K r) � TAX ID NUMBER �—dFFICE U5E ONLY) PI IIMRING 1 I IEREI3Y CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLIC TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PRO' SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WOI WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. TI GRANT ING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY 1 VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE CONSTRUCTION. PERMIT EXPIRES I YEAR FROM DATE OF ISSUANC SIGNATURE OF COVTRA R AUTIiORI ED AGENT DATE x •2 Z MECF NO. TYPE OF F IXTURE F LE NO, TYPE OF EQUIPMENT FEE WAILR CL05L I ( TOILE I) AIR COND. UNITS - II.P. EA. BAIIIIUB REFRIGERATION UNITS - II.P. EA. LAVATORY (WASH BASIN) s BOILERS - H.P. EA SIIOWLR (,AS FIRED A.C. UNITS - TONNAGE EA. k11CIILN SINK d DISP- TORLED AIR SYSTEMS - B.T.U. MEA UISIIWASIILR WALL HEATERS - B.T.U. M LAUNDRY 1RAY UNIT IIEATLRS - B.T.U. M CLOIIILS WASIILR EVAPORATIVE COOLERS WA I ER IILA TLR CLO114ES DRYERS URINAL VENFILATICN FAN DRINKING FOUNIAIN RANGE Flow COMMERCIAL 1 LOUR DRAIN AIR IIANDLING UNIT — CPM VACUUM BREAKERS STOVE ROUT DRAINS - RAINLLADERS METAL FIREPLACE ACHIMNEY SINK (SERVICE - BAR, ETC) WATER HEATER GAS PIPING SUBTOTAL I SUB TOTAL f PERMIT I PERMIT f L TOTAL FEE I TOTAL FEE $I- SIDI.NARDSEIBACK I /ON[ S I REE 1 51. 1 BACK REAR YARD SEIBACK VACANT SITE YES []NO NO OF DWELLING UNITS MAX.000 LOAD FIRE SPRINKLERS REpUIRFU YES NO PLAN CIIECK NUMBER FEES PLAN CHECKING VG BUILDING PLUMPING MECIIANICAL PLAN FrJf�0.b0 CHECKFEE RECEIPT L LOT AREA VALUATION FEE TYPL OF CONS1 OCCUPANCY GROUP I "I it ()I FIT. T)(,. NO.OI $TURII S COMMENTS STATE BLDG. CODE ENERGY CODE SURCHARGE PENALTY WATER/SEWER FEES TOTAL U.B.C. SEC. 703(+) cc: ASSESSOR, APPLICANT. TREASURER, BLDG. DEPT, PERMIT VALIDATION WHEN PROPERLY VALIDATED (IN THIS SPACE► THIS IS YOUR PERMIT is RECEIPT PAT[) CR11 BY BUILDING OFFICIAL RECORDS COPY DATE ti CITY OF ARLINGTON CONSTRUCTION PERMIT i I1.. & IMA `". r ❑ COMBINATION BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. DINER MAIL ADDRESS (fly ZIP PHONE AITOITTECT OR DESIGNER MAIL ADDRESS CITY ZIP PTiDNE cam) GENLRAL CON RALTOR MAIL ADDRESS City ZIP PHONE LICENSE 0 -?*6 ZCXP 6Z3- 4G44 MLCIIANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE - LICENSE IF DING CONTRACTOR NAIL ADDRESS CITY ZIP PHONE CI.ASSOF WORK WNLW ❑AOUITION ❑ALTERATION RE PAIR ❑DrMOLIIION ❑BUILUINGRELOCAIION VALUAIIO"Of WORK ! �.00h DESCRIBE WORK co5r'ia_ PROPOSt O USE OF BUILDING elmF 6 z L,LGAL U[SC RIPTIONOI PROPERIY TSI"" FifIUWUR AIIAILHFO l Ol O RLU(K — TAX ID NUMBER —jFFICE USE ONLY) ON I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLIC TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROS SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WOI WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. TI GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY 1 VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE C LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE C CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANC' t IC,.NATIIR£ Or CONTRACS04QltAUTMRI £D AGENT DATE x. 4.24-4Z MLCI NO. I TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CL05LI (I01lET) AIR COND. UNITS - II.P. EA. BAIIIIUB REFRIGERATION UNITS - II.P. EA. LAVATORY (WASII BASIN) BOILERS - II.P. EA SFIOWLR GAS F IRED A.C. UNITS - TONNAGE EA. KI ICI ILN SINK & DISP, f ORCEU AIR SYSTEMS - B.T.U. MEA OISIIWASIILR WALL IIEATERS - B.T.U. M LAUNURYTRAY UNIIIIEAIERS-B.T.U. M CLOIIILS WA511LR LVAPORAIIVE COOLERS _ WAILR IILAILR CLOIIIESDR.YERS URINAL VENTILATION FAN DRINKING FOUN (AIN RANGE IIOOD COMMERCIAL I LOOR DRAIN AIR ITANULING UNIT - GPM VACUUM BRLAKERS STOVE ROUT DRAINS RAINLLADLRS METAL FIREPLACE & CHIMNEY SINK (SERVICE - BAR, ETC) WATER HEATER GAS PIPING SUBTOTAL I SUBTOTAL I PERMIT ! PERMIT I 70TALFEE ! TOTALFEE ! SIDL Y ARD St I BALK STRELI51-1BACK REAR YARD SET BACK VACANT SITE ❑ YES ❑ NO NO OF OWE LLING Lim F MAX, OCC LOAD FIRE SPRINKLERS REOl11REO F] YES ❑ NO PLAN CIIECK NUMBER __ FEES PLAN CHECKING VG BUILDING PLUMBING MECIIANICAL PLAN �D / NJ CHECK FEE RECEIPT-3a 3 .�( !LINT LOT ARIA VALUATION FEE TYPL OF CONST. OCCUPANCY GROUP ! SILL Of BLDG, NO. Of STORII S COMMENTS ep 7 STATE BLDG. CODE ENERGY CODE SURCHARGE PENALTY WATEPISEWER FEES TOTAL U.D.C. SEC. 30T(>I) PERMIT VALIDATION WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PERMIT A RECEIPt PAID CRR BY cc: ASSESSOR, APPLICANT. TREASURER, BLDG DEPT 11LIILDINGorFICIAI DATE I RECORDS COPY CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. NER MAIL ADDRESS C11Y ZIP PHONE % �y� ARCIIITECFORDEStGNErR MAIL AVORESS CITY ,y[. PHONE tE 'C- _4_c S y i �y 7 4 ti T }ZII�P'7 � '1'Lv 40ep R' �LICENSE GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE P Ii -?bfO ZCYG 6Z3- 4%Q G ' MLCFIAN.ICAL CONTRACTOR. MAIL ADDRESS CITY ZIP PHONE LICENSE I PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE / CLA55OF WORK 4NLW ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION L]BUILDINGRELOCATION VALUATION OF WORK DESCRIBE WORK PROPOSI D USE OF BUILDING �J 4r .F 6'c� tw-5c. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORI< WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE OF CO'�TRA RAUTHORIZED AGENT DATE X z MECF LLGAL UES( RIPI ION OF PROPtRTY (SW)WN BELOW OR ATTACH FOUR COPIES) LOT- BLOCK c)" _ VN TAX ID NUMBER Ir)F3 •tUURF i5 _._ FFICE USE ONLY) PLUMBING NO. TYPE OF FIXTURE FEE NO, TYPE OF EQUIPMENT FEE WATER CLOSET (TOILE,I AIR COND. UNITS - H.P EA BAIII IUB LAVATORY (WASH BASIN) SHOWLR REFRIGERATION UNITS - H P. EA. BOILERS - H P. EA GAS FIRED A C. UNITS - TONNAGE EA KI ICIILN SINK & DISP. FORCED AIR SYSTEMS - B T.U. MEA DISHWASHLR WALL HEATERS - B T U M LAUNDRY ]RAY CLOIHLSWASHLR WA] ER EIEAILR UNIT HEATERS - B.T.U. M EVAPORAI IVE COOLERS CLOIHES DRYERS URINAL DRINKING FOUN I AIN I LOOR DRAIN VENTILATICN FAN RANGE HOOD COMMERCIAL AIR HANDLING UNIT - CPM VACUUM BREAKERS STOVE ROOF DRAINS RAINLEAUERS E & CHIMNEY METAL FIREPLACE _ SINK (SERVICE - BAR, ETC ) WATER HEATER VAS PIPING SUB TOTAL s SUBTOTAL S PERMIT s PERMIT S TOTALFEE s' TOTAL FEE f 510F. t ARD SE I BACK SI REEI SETBACK REAR YARD SETBACK PLAN CHECK, NUMBER ! Z- /PLAN `F D'C�O CHECK FEE RECEIPT AO_NF LOT AREA VACANT SITE YES NO FEES VALUATION FEE PLAN CHECKING VG TYPL OF CONST OCCUPANCY GROUP NO OF DWELLING UNITS BUILDING S SIIL OI BLDG. NO -OF STORII.S MAX OCC LOAD PLUMBING FIRE SPRINKLERS REQUIRED ❑ YES ❑ NO MECHANICAL COMMENTS STATE BLDG. CODE ENERGY CODE SURCHARGE PENALTY U.B.C. SEC. 303(a) WATER/SEWER FEES TOTAL PERMIT VALIDATION WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS 15 YOUR PERMIT & RECEIPT PAID CR# BY cc: ASSESSOR, APPLICANT, TREASURER, BLDG. DEPT j BUILDING OFFICIAL DATE f RECORDS COPY � fMLAtM/�• - // •tA 1 Nil low. NTT zwo 1 1 1 �" 1 •' " �— , \ r EOGECOM i 1 , `• 1 i 1 ! VICINITY MAP " lar ro wlLt " � 1 CST)nATC or 6"PIHA"WITIe15 • NIT: =�004r.t r ; �(ArRRInt1►FlMA) RLL: �IIO 4Y. t ` *Tpurl 1Nt1 %mmowLL 1 61004.T.I 1 rUJeur b, tMi /1CFW~ LY " rew. wFEZ* or•/wn*,llw It�i/ Hu - Iran, 4/1n Itl, �itI lAM0 LIAYIIIWT0/1 •rAON /bl[ARAOIIId N—