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HomeMy WebLinkAboutCOM-1998-0170 - COMMERCIAL COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : COM98-0170 P.O. BOX 547 y APPLIED: 08/17/98 ANACORTES, WA 98221 '"`� F`,r ISSUED: 09/01/98 (206) 293-1901 �j n ti) ' EXPIRES : 09/01/99 SITE ADDRESS : 1010 24TH ST ASSESSOR' S PARCEL NO. : 3788-008-011-0006 PROJECT DESCRIPTION: Construct new feed store per approved plans as noted. OWNER CONTRACTOR LENDER JAN POSTLER MID ISLAND CONSTRUCTION 9923 270TH STREET NW 365 PINE CREST DRIVE STANWOOD WA 98292 GOLDENDALE WA 98620 360-629-3308 509-773-6627 541-980-3939 MIDISC*099DO FEES TYPE OF WORK........:NEW AREA (sf)--------------- VALLI...$: 200000 Code Amount---- By- Date---- Receipt TYPE OF USE.........:COM LOT...........: 9000 REQUIRED SETBACKS---- SSPL $ -200.00 XF 09/01/98 8931 CENSUS CATEGORY.....:327 1ST FLR.......: 3961 FRONT....: 10 ft PLCK $ 643.18 8F 09/01/98 8931 ZONING------------------- 2ND FLR.......: 0 SIDE(1)..: 0 ft PRNr $ 989.50 EF 09/01/98 8931 :COMMERCIAL BASEMENT......: 0 SIDE(2)..: 0 it FNRc $ 33.50 EF 09/01/98 8931 OCCUPANCY GROUP---------- GAR/CARPORT...: 0 REAR.....: 0 ft ppa $ 69.00 EF 09/01/98 8931 :M :S1 :? :? OTHER.........: 0 REQUIRED PARKING-- STBC $ 4.50 EF 09/01/98 8931 TYPE OF CONSTRUCTION----- TOTAL......: 13 Sa $ 3483.00 EF 09/01/98 $931 :5N :5N -? :? NUMBER OF UNITS....: 0 ACCESSIBLE.: 1 IN T $ 4110.48 EF 09/01/98 8931 OCCUPANT LOAD------------ STORIES.............: 1 COMPACT....: 0 STRN $ 5067.00 EF 09/01/98 8931 66: 7: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 9000 sf INSP $ 50.00 EF 09/01/98 8931 FUEL TYPES---------- BOILERS/COMPRESSORS- DOMES. INCIN.....:0 :/GAS/ / /: 0-3 HP......: 0 COMML. 1NCIN.....:0 FURN < 100K BTU: 0 3-15 HP......: 0 RELOCAEPAIR...: 0 TOTAL 8 14250.16 FURN >=100K BTU: 0 15-30 HP......: 0 CLOTHES DRYERS.: 0 FURN - FLOOR...: 0 30-50 HP......: 0 GAS WTR HEATERS: 0 NOTES UNIT HEATERS...: 1 50+ HP......: 0 STOVE, APPLI...: 0 VENT FANS......: 0 AIR HANDLING UNITS-- FIRE LOGAITE..: 1 VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES.....: 0 VENT W/O APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS....: 0 EVAP COOLERS...: 0 GAS OUTLETS....: 1 HOODS..........: 0 WATER CLOSETS...: 1 WASHING MACHINES: 0 FLOOR DRAINS....: 0 BATH TUBS.......: 0 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 1 SHOWERS.........: 1 LAUNDRY TRAYS...: 0 HOSE BIDES......: 2 DISHWASHERS.....: 0 URINALS.........: 0 GREASE TRAPS....: 0 LAVATORIES......: 1 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 0 KIT SINKS W/DISP: 1 DRINKING FOUNT..: 0 1 hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with aLL ordinances and Laws regulating activities covered by this permit. Issued Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections comyrmt, Rev: 11/04/93 PROJECT PERMIT APPLICATION TRACKING PROJECT NAME PLAN CHECK NO. \ l � SITE ADDRESS PROJECT DESCRIPTION r,,cw i- sa SITE INFORMATION SENSITIVE AREA REVIEW YES/NO DATE USE ZONE: 64�Yrn'1 SHORELINE: c OCCUPANCY GROUP: VNIS -I WETLAND: LOT AREA: 'A Doo STEEP SLOPE: Y� LOT COVER: L-kS-v0 V l u FLOOD PLANE: rD NEW: \ COND. USE: 1l0 EXISTING: _ P.U.D.: VnC TOTAL: 3ck\r- \ S`� VARIANCE: V'\0 IMPERVIOUS AREA: PLAT COND.: hi NEW: L.I.D.: r0 EXISTING: LATE COMERS: lw TOTAL: SEPA: BUILDING,HEIGHT: Ick EIS: I tic STORIES: 1 FEET: j CA t DEPARTMENT REVIEW. [] PLANNING Fk PUBLIC WORKS [] FIRE [] BUILDING [] Pp l'�� L t2\� l \�C v L-2��1�1 ✓ .mot z w `l �\ l��ys Q` N f,�;.7.1.K� �-��i' - \lJf,''�'� •C°'��_c-�.'�-`:.�0 Y7tc-v-R c;..a 1 � 1-Y ( Mi Y ,_' �-^-o I DEPARTMENT APPROVAL BY: DATE/ Memorandum To: Dave Lervik From: Don Measamer Date: 07/20/98 � Re: Feed Store The plans for the proposed feed store located at 1010 24w Street show 9,000 square feet of impervious area. The storm water GFC would be as follows: i 9,000 square feet= 2,000 = 4.5 x $1,126 ` $5067.00 Please let me know if you concur. Dave Lervik Date , '-�io-R�r`•r�1 ina5 tv er:�"�iy... �i ,�}�:��E �� �'���4 p , 11 II n i'. ii Memorandum To: Jim Pemberton From: Don Measam� Date: 07/20/98 Re: Feed Store Sewer GFC The plans for the proposed feed store located at 1010 24t' Street show the following drain waste fixtures. Please calculate the required sanitary sewer GFC. Thank you. Type No. Fixture Units Water Closets 2 8 Lavatory 2 2 Shower 2 2 Total 12 VtAtvt`!µ(-i ~ / � ;�S7 1 E H Memorandum To: Ian Munce From: Don Measame�4 � Date: 07/20/98 Re: Feed Store Traffic Impact Fee A proposed feed store located at 1010 24t' Street will have 1,980 square feet of warehouse portion and then specialty retail No. 814 for the retail portion of the building. Warehouse Storage, No. 151: 1,980 square feet, 1.98 x .26 = .5148 x$400.00 = 205.92. Retail No. 814: 1,980 square feet, 1.98 x 4.93 = 9.7614 x$400.00 = $3,904.56 + $205.92 Total Traffic Impact Fee i`C$4,110.48 \ Please let me know if you concur. Ian Munce Date ' i �� i y !"(�Y � "eil&3t_i. 3h} :��°5 gf�,y g, •` ' r CITY OF ANACORTES STORM DRAINAGE UTILITY COMMERCIAL RATE BILLING CALCULATION THIS INFORMATION TO BE SUPPLIED BY ENGINEERING/PUBLIC WORKS DEPT. ADD A NEW COMMERCIAL ACCOUNT DATE�1 B CHANGE AN EXISTING ACCOUNT BY LETS AN, EXISTING ACCOUNT p OWNER' S NAME 77 'p,' hS_`t_ xz SERVICE ADDRESS_ �O a �r ��v�cr-v-�la •v�'� K SINGLE-PARCEL BILLING MULTIPLE-PARCEL BILLING COMPLETE A SEPARATE FORM FOR EACH PARCEL TO BE BILLED. IF MORE THAN ONE PARCEL COMBINED ON ONE BILL, STAPLE SHEETS TOGETHER. IMPERVIOUS AREA gQ6rQ SQ. FT. * 2 , 000 = Is; ERU BILL AT: FULL RATE ( $1 . 50/ERU) PER MONTH 50% RATE ( $ . 75/ERU) PER MONTH NOTE ANY UNUSUAL BILLING INFORMATION ON REVERSE ( i . e . , IF PARCEL USES PRIVATE RETENTION FACILITIES, DIRECT SALT-WATER DISCHARGE, etc . ) FOR FINANCE DEPT. USE ONL DATE BY ACCOUNT # RATE CALCULATION: X - X 2 = ERU RATE 1 . MO. CHG. 2 . MO. CHG . FOR DATA PROCESSING USE ONLY. ENTER 2-MO. CHG. ABOVE TO ACCT. MASTERFILE .. DATE ENTERED BY LATERAL WIND LOADING STRUCTURAL ANALYSIS for ISLAND FARM & PET STORE Site: $ 1010 24th St R �,A `✓�/2 0%9 Anacortes, WA A z May 20, 1998 IN PERCO Job #98029 "ALS XPIKES 6-20- 7,O Owner Prepared by: Jan Postler PERCO ENGINEERING 1015 - 14th St. RECEIVED 9902 -270th NW Anacortes,WA 98221 Stanwood ,WA 98292 PH:(360) 629-3308 JUN 01 1998 PH: (360) 629-6710 BUILUING DEPT PERCO ENGINEERING Dan Parrent Professional Engineer 9902 270th St NW Stanwood„ WA 98292 Telephone(360)629-5710 5/20/98 Lateral Loading Calculations For: Jan Postler Island Farm & Pet 1015 - 14th St Anacortes, WA 98221 Ph: (360) 629-3308 Project: Feed& Seed Store on 34th St in Anacortes Lateral Load Design Bad: Basic Wind Speed: 80 mph Wind Exposure: B Seismic Zone: 3 Note: Wind forces are larger than seismic forces so wind governs. Wind Design Pressure P= CeCggslw Iw=l.OImportance Factor Standard Occupancy; UBC Table 16K qs= 16.4 Stagnation Pressure for 80 mps from UBC 16F. Cq=1.3 Pressure Coefficient from UBC Table 16H (Method 2) Exposure factor from UBC table 16-G Ce=0.62 15' AGL =0.67 15-20' =0.72 20-25' =0.76 25-30' P= Cex 1.3 x 16.4x 1.0 = Cex21.32 13.22lb/ft2 @ 0-15' AGL =14.28lb/ft2 @ 15-20' =15.35lb/ft2 @ 20-25' =16.20lb/ft2 @ 25-30' 5/20/98 Lateral Loading Calculations (coed) For: Jan Postler Island Farm & Pet Anacortes Site Wind Loads Uniforml distributed force to Almi ontal Diaphrams 0-15' wb => (10/2 + 5) 13.22 psf= 132.20 lb/ft 15-17.4' wr=> (2.4)14.28 psf= 34.271b/ft it w " total = 162.47 lb/ lin ft. Reaction Formula: R=wL/2 Using individual lengths between shear walls Shear Force: V=R/len of shear panels (within each panel per lineal foot) 7¢' o vtEw Z She-cz F?(kJ 3.6z � .,� -tietc v C�� � r.4 C 2�] Coll , � I i �7 j� J 777 ' Gsp { � ie- ' A/2ac- e r -Z , p ? 9 . 5b ��Lu c Lr ilJ o r-f Li s 787.51Z (/o. /,�o/Z- ¢_ O • /7� Roof Beamr 94 UBC (91 NDS) 1 Ver. V4052544 By: Dan Parrent , PERCO ENGINEERING on: 05-21-1998 Project: POSTLER- Location: GARAGE DOOR HDR Summary: 5.50 IN x 11.50 IN x 10.16 FT /#1 - DOUGLAS FIR-LARCH-Dry Use Section Adequate By: 18.8% Controlling Factor: Area f Depth Required 9.98 In Deflections: Dead Load: DLD= 0.06 IN Live Load: LLD= 0.12 IN =U976 Total Load: TLD= 0.18 IN = U674 Reactions(Each End): Live Load: RL= 2953 LB Dead Load: RD= 1323 LB Total Load: RT= 4276 LB Bearing Length Reqd.: BL= 1.24 IN Beam Data: Span: L= 10.16 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 4.00 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loadinq: Live Load: LL= 25 PSF Side One: Roof Dead Load: DL1= 10 PSF Roof Rafter Tributary Width: TW1= 22.25 FT Side Two: Roof Dead Load: DL2= 10 PSF Roof Rafter Tributary Width: TW2= 1.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 10.16 FT Beam Live Load W/Slope Red'n: wL= 581 PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= 260 PLF Total Maximum Load: wT= 842 PLF Controlling Total Design Load: wToont= 842 PLF Properties For: #1-DOUGLAS FIR-LARCH Bendinq Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1553 PSI Adjustment Factors: Cd=1.15 Cf=1.00 Fv': Fv'= 98 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 10861 FT-LB Shear((1D d from beam end): V= 3469 LB Comparisons With Required Sections: Section Modulus: Sreq= 84.0 IN3 S= 121.2 IN3 Area: Areq= 53.3 IN2 A= 63.2 IN2 Moment of Inertia: Iraq= 186.3 IN4 1= 697.0 IN4 Roof Beamf 94 UBC(91 NDS))Ver. V4052544 By: Dan Parrent , PERCO ENGINEERING on: 05-21-1998 Project: POSTLER - Location: 8'WINDOW HEADER Summary: 5.50 IN x 9.50 IN x 8.0 FT /#1 -DOUGLAS FIR-LARCH- Dry Use Section Adequate By: 26.5% Controlling Factor: Area/Depth Required 7.84 In Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.09 IN = L/1127 Total Load: TLD= 0.12 IN = L/781 Reactions(Each End): Live Load: RL= 2325 LB Dead Load: RD= 1031 LB Total Load: RT= 3356 LB Bearing Length Reqd.: BL= 0.98 IN Beam Data: Span: L= 8.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 4.00 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Beam Loadinq: Live Load: LL= 25 PSF Side One: Roof Dead Load: DL1= 10 PSF Roof Rafter Tributary Width: TW1= 22.25 FT Side Two: Roof Dead Load: DL2= 10 PSF Roof Rafter Tributary Width: TW2= 1.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladl= 8.0 FT Beam Live Load W/Slope Red'n: wL= 581 PLF Beam Self Weight: BSW= 13 PLF Beam Total Dead Load: wD= 258 PLF Total Maximum Load: wT= 839 PLF Controllinq Total Desiqn Load: wTcont= 839 PLF Properties For: #1-DOUGLAS FIR-LARCH Bendinq Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1553 PSI Adjustment Factors: Cd=1.15 Cf=1.00 Fv': Fv'= 98 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 6712 FT-LB Shear(0, d from beam end): V= 2692 LB Comparisons With Required Sections: Section Modulus: Sreq= 51.9 IN3 S= 82.7 IN3 Area: Areq= 41.4 IN2 A= 52.2 IN2 Moment of Inertia: Ireq= 90.7 IN4 I= 392.9 IN4 PERCO ENGINEERING Shear Wall Schedule Per 94UBC Table 23-1-K-1 Panels to be 7/16"-15/32" Hemlock/Douglas Fir CDX 3 plywood with studs @ 16" O.C. IDENTIFIER CAPACITY SHEARWALL DESCRIPTION 3,4,5 HF/DF Unless otherwise specified all nails in field to be 12" OC.. W1 260/320 One layer of CDX plywood nailed to studs with [520/6401 8d nails @ 6"@ edges and 12" OC in field. SW2 310/378 Same as SW1 but with 10d nails 6" OC @ edges. 1620/756] Double sheer wall..see footnote 4. SW3 1380/463 Same as SW1 but with 8d nails @ 4" OC@ edges. 1[760/926] SW4 460/561 Same as SW1 but with 10d nails 4" OC @ edges. 1[920/1122] SW5 490/578 Same as SW1 but with 8d nails @ 3" OC @ edges. 1[920/1156] SW6 600/750 Same as SW1 but with 10d nails 3" OC @ edges. 1[1200/1500] SW7 2640/780 Same as SW1 but with 8d nails @ 2" OC @ edges. 1,2[1280/1560] SW8 2770/962 Same as SW1 but with 10d nails 2" OC @ edges . 1,2[1540/1924] SW9 2870/1088 Same as SW1 but with 518 " OSB. GWB 650 1/2" Gypsum with 5d cooler nails @ 7" OC 1 Offset panel joints to different studs on opposite sides of wall. 2AII joints and edges to be on 4x framing & nails staggered 2"O.C.. 3 Particle board grade 2-MW, of same thickness may be substituted for CDX Plywood. Protect from moisture before,during, and after installation. 4 All bracketed shear capacities are for shear panels installed both sides of wall. 5 Block all shear wall panel joints 6 These have been reduced 50% for seismic loading. z A 1994 UNIFORM BUILDING CODE 1994 UNIFORM BUILDING CODE 23-I-K-1-23-1-K-2 '. OW O= Es >M S c �_`:-c Zq z zo-m off?� j �J my OLL go 72 NO 3 - '^ wo NO c= c 00 _J cu-� C - 3 sa.v^E OLL _ T r N= .2 u 7u x v n s 3 = n Z o C of o ,,. ii 3 E Z Z U F- Q x N N N N ➢J> U CO y O >i NJ z _ rm cLu _ O U � -�tnl Z0K Eo`m -var YQOl f_w LL5 E _ _ _ Gx_^ ?� _^ zwz` - cm-° � 3 ,- ° - 1J 'O v '� Fal DZZ2 •c r - 'o y = - � — u m gym'- .ycz � cc 1 z0a0 oa__ r v �.- c_ � � ,.! _c s..• E auy 3z - (J - C C - pj ram: v c �n c_n 3 = E -np �E z N L-y'- •,¢ 8 _ _rF N - 2-903 l 23-I-P-23-1-0 1994 UNIFORM BUILDING CO I, I I K - TABLE 23-1-P—ALLOWABLE SHEARS FOR WIND OR SEISMIC LOADING ON VERTICAL DIAPHRAGMS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY1 t : SHEAR VALUE 3-INCH(76 mml NAIL SIZE AND APPLICATION SPACING AROUND PERIMETER AND mm 5-I NAIL SIZE (152 )AT INTERMEDIATE POINTS x 4.45 for _ 1. IA"x 4'x 8' No. I I gage galvanized roofing nail (13 X 1219 x 2438 mm) I'/,"(38 mm)long,T/16"01 mm)head 1252 2 25/3+"x 4' x 8' No. I gage galvanized roofing nail (20 x 1219 x 2438 mm) 13/4"(44 mm)long,7/16"0I mm)head 175 'Fiberboard sheathing diaphragms shall not be used to brace concrete or masonry walls. '-The shear value maybe 175(778 N)for 1/2-inch x 4-foot x 8-foot(13 x 1219 x 2438 mm)fiberboard nail-base sheath- ing. TABLE 23-1-0—NAILING SCHEDULE CONNECTION I. Joist to sill or girder,toenail NAILINGr 3-8d 2. Bridging to joist,toenail each end ?-8d 3. 1"x 6"(25 mm x 152 mm)subfloor or less to each joist,face nail 2-8d 4. Wider than 1"x 6"(25 mm X 152 Dam)subfloor to each joist,face ,if 3-8d 5. 2"(51 mm)subfloor tojoist orgirder,blind and face nail 2 Ibd ' 6. Sole plate to joist or blocking,typical face nail Sole I6d at 16"(406 mm)o.c. plate to joist or blocking,at braced wall panels 3-16d per 16"(406 mm) 7. Top plate to stud,end nail 2-I6d 8. Stud to sole plate 4-8d,toenail or 2-16d,end nail 9. Double studs.face nail 16d at 24"(610 mm)ox. 10. Doubled to plates,typical P p ps face nail I6d at 16' , (406 mm) Double[op plates,lap splice 8-16dI6d I 11. Blocking between joists or rafters to top plate,toenail 3-8d 11 Rim joist to top plate,toenail 8d at 6"(152 mm)o.c. 13. Top plates,laps and intersections,face nail 2-I6d : -; 14. Continuous header,two pieces'-;ail, I P � - I6d at 16"(406 mm)o.c.along each edge 15. Ceding joists to plate,toenail 3-8ri 16. Continuous header to stud,toenail 4-8d 17. Ceiling joists,laps over partitions,face nail 3-I6d 18. Ceiling joists to parallel rafters,face nail 3-I6d 19. Rafter to plate,toenail :^•I' l 3-8d 20. 1"(25 mm)brace to each stud and plate,face nail 2 Rd 8'21. I"x g '(_5 mm x_03 mm)sheathing or less to each bearing,face nail 2-8d 22. Wider than 1"x 8"(25 mm X 203 mm)sheathing to each bearing,face nail 3-8d 23. Built-up comer studs 16d at 24"(610 mm)o.c. 24. Built-up girder and beams 20d at 32"(813 mm)O.C.at top and bottom and staggered?20d at ends and at each splice 25. 2"(51 mm)planks 2-I6d at each bearing y (Continued) 2-906 i i ' 1994 UNIFORM BUILDING CODE 23-I-0-23.1-R-1 I TABLE 23-1-0—NAILING SCHEDULE Continued CONNECTION NAILING pppq 26, wood structural panels and particleboard:'- Subfloor,roof and wall sheathing(to framing):(1 inch=25.4 man) N 1/2"and less 6d3 8d4 or 6d3 19/32,• 3/4 8d 7/ 11 18 1 Od4 0!Sd' , n" 11/8 -11/4" "- Combination subfloor-underlayment(to framing):(1 inch=25.4 mm) 6d5 ' 3/4"and less 8d5 - + 7/8 1 1 Od4 or 8d5 "t 11/R"-11/4� "i 27. Panel siding(to framing): 6d6 _ (13 mm)or less (16 mm) Sd" 28. Fiberboard sheathing:? 1/2"(13 mm) No. 11 ga. F _ 6d No. 16 ga.9 ! 25/32„ (20 mm) No.11 8ds 4 S No. 16 ga.9 29. Interior paneling to ' 4d a 6d I ' 1Common or box nails may be used except where otherwise stated. , jl .M 2Nails spaced at 6 inches(152 mm)on center at edges, 12 inches(305 mm)at intermediate supports except 6 inches i (152 m rt at all supports where spans are 48 inches(1219 mm)or more.For nailing of wood structural panel and particleboard diaphragms and shear walls,refer to Section 2314.3.Nails for wall sheathing may be common,box - or casing. 'Common or deformed shank. 4Common. 'Deformed shank. r "Corrosion-resistant siding or casing nails conforming to the requirements of Section 2325.1. 'Fasteners spaced 3 inches(76 mm)on center at exterior edges and 6 inches(152 mm)on center at intermediate sup- Pons. sCorrosion-resittant roofine nails with 7/16-inch-diameter(I1 mm)head and I I/2-inch(38 mm)length for 1/2-inch " (13 mm)sheathing and l-s/a-inch(44 mm)length for' /32-inch(20 mm)sheathing conforming to the requirements i Of Section 2325.1. 'Coroslon-resi stam staples with nominal 7/I inch(II mm)crown and II/g-inch(29 man)length for 1/2-inch(13 mm) ( ��[ sheathingand 11/2-inch(39 mm)length for--1/32-inch(20 mm)sheathing conforming to the requirements of Section a Pt 2325 1. "Panel su ons at 16 inches(406 mm)I20 inches(508 mm)if strength axis in the long direction of the panel,unless otherwi.cpe marked).Casing or finish nails spaced 6 inches(152 mm)on panel edges,12 inches(305 mm)at inter- mediate supports. g IlPanel supports at 24 inches(610 mm).Casing or finish nails spaced 6 inches(152 mm)on panel edges, 12 inches *- (305 mm)at intermediate supports. x - � *" TABLE 23-1-R-1—ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGI,2 MINIMUM NET THICKNESS(inches)OF LUMBER PLACED Perpendicular to Supports Diagonally to Supports (inches) x,n SPAN x 25A tar mm � 25.41or mm Surfaced Drya Sunaoed Unseasonetl Surfaced Dry3 Surfacetl Unseasoned Floors /32 /Ie /µ 16 II Roofs Ilnstallation details shall conform to Sections'_326.9.1 and 2326.12.8 fm floor and roof sheathing"respectively. 'Floor or roof sheathing conforming with this table shall be deemed to meet the design criteria of Section 2322. rtn, 3MaMmum 19 percent moisture content. '�.. 2-907 :�. 1 I 1 23 I A 4 1994 UNIFORM BUIUpINa= i I ' I 1 E a�w U 3 O 4 I o c� —Jc o Jo,oW J COO C OCCCC C�-^^J GCO ____ O'er T C . CJC J OCOCC C OOCCC O _ C?X � =p O CCCO C BCO^O 000 OCO_— C ^O^C '0 9om r YJrYi e^: r �Or�vl^: r —r v^-- -- N _ E E o ccoo 0 oov-cc o J0o01 o�nJ oJc v1000 O _ON OO v1CJ_vlr ONC �C�I O E c c y Q Om O O vl O Vl vl O V)C vl C v O V1 C v:J v1 ._ C NNIN NIN t+1 N�+1NenN NNN NNN U E w E Eam r ergo�o 1� �arer� r er�cre eee cec ,,., nh O N j m e W O a O n u 4 u ¢ y W z _ m N d C 1m O OOvl vl O Ov1hCv1 O OOv�Cvt Ovl v', Out cl, ONO W vl J�nNr inrr ON Ov1N�nr rN Ool 1� CNN r O Q Of5 � OO.WV ar�vl Q' OaWVIV O.�OV COJV O� CV 1i1�Q -, M1 J Y{ k J ILL O 0000 O OOOOvt O O=C=o O OOVI OOv` COO C vl OOOvt Cvt vtOr I1 ? C r hV=r CO �O VI=COJ r �v�mr FW Nh vl fl5 Q�n ¢ 0 O W p a a `v `v II NLL w�wy E E.C Z .. E E y E E UziZ � JJ�YtlJ f(J U W _ 0 C U F I N mU u N v - N n IL I J 6 W y ... y'Z m'Z vy O O J V G LLJ mC- 0 0 N ^ O V C C O �: C ❑ h❑ZZ ❑ v]❑ZCZ ❑ h❑Z❑Z C ZZ mZZ rnz ;nzz 2-8BU - k r I I y TABLE 11-3 Properties of Sections of Solid-Sawn Food weight,Ib per tin ft.0f piece when i /x G Sundvd Area Momant SccKon weight of wood,lb per fl].equals 1 2_ drtu�d �ectlon in^nu 50 maduN.. 15 �q 35 M 45 i7 Nominal �j5i51 '^ in 0.521 0.586 0.651 911 0.977 0.781 0.326 0.l91 0.436 0.820 O'432 %x Z% 1.875 65]1 0.456 0.54] �! /.146 1.289 1.4l2 1 an x 1 %x SK 2.625 2.680 L 9 JYI x 6 23.B I1 6,570 0.91499 ]] 686 9R] 2.168 19" %x 5% 4.125 10.51, !.]81 0.116 0.859 _ 1 B g %x ]% 5.498 10.695 L204 1.445 10 %x 9% 6.998 49,466 15.BR0 1.465 1 758 2.051 2.]H 2.67> 29 /Z 1 x 12 %x 119 8.438 1.563 0.651 0.]8I 0.9I1 1.04R 1.11Z 1.l02 1.953 L458 2 1.865 2x !• I%x 2% 7.150 5.l5776 9 l.O63 0.911 1.094 2.W5 2.R9R 2.5'18 2863 Tx 1 IKx 9K 5.250 21.19] Z563 1.13R 1.]19 y.--- 4.356 4.818 2 x 6 1%x 5% 8.250 47.635 59.141 1.888 2.266 2.61] S.D21 5.273 5.959 13.875 21.]91 2.409 2891 4.I0T 4.688 5.213 5.801 �" 2x 10 I%x 9% I3.815 177.979 2x IR IKx 11% 16.875 290.775 ]1.641 2.930 3.556 0.521 O.SB6 0.651 a. 2 x 54 I%z ISK 19.8]5 290.775 0.891 3.451 4.I41 0.456 5.521 6.211 69 12 J x 1 Tri x % 1.815 0.088 0.294 O.i26 0.l91 0.]OS 0.978 0.651 0.]8I 0.911 I.042 1.172 1.774 _ ]x Z 2%x IK 9.150 4.T91 4.114 3x 2 2%x JK 8.150 34.661 1260V 298] R.865 3.34R 3519 22A27 .]74 3.0 ]x 6 2%x 5K 13.150 19.991 21.901 7.14] 5.776 4.405 5.035 5.664 3.06 gsf Jx 6 2rix 1% 18.125 L81! 8.]89 9.766 3 x 10 2%x 9% R].125 164.886 73.151 S.151 6.908 8.051 9 ROl 11 914 11.502 33 !x 12 RK x 11% 28.125 484 625 SR.1]4 4.885 5.859 6.836 S x 14 RK x IS% 33.125 484.625 96.901 6.619 1.943 9.266 10.590 11.914 ❑.2]8 30.911 x I6 2%x 15% 938 8.1 ZS S%x 1.823 % 2.625 0.123 0.328 0.456 0.54] 0.638 0?29 0.820 3.03 1% 2 3%x I% 5.250 0.984 3.646 01.519 1.823 2.127 2.47I 2?94 4,253 4.557 7.546 R.I2] 2552 2.911 7.409 3.828 4.259 4x y S%x 1ri 8.750 IR.505 5.]47 6.016 6684 8.911 4x 4 SA 9ri IR.250 18.526 11.646 9.34R 4.010 6.168 4 x 6 9K x 5% 19.Z50 30.661 5.621 6.745 7.869 8.993 IO.I l7 15.241 672 4x 8 3%z 7% 25.375 156148 49.911 1.105 8.203 9.570 10.9l8 R.305 ).812 _ 4 x 10 SK x 9% 92.375 230.840 73.328 6.B96 4x I2 !%x 11% 119.375 415.283 r 4x 16 9%x 15K 54.250 1,D6613D IM.146 9.41E 11.902 13.186 15.069 16.953 18.8f1 4x 14 SKx ISK 4).250 ]I].609 106.319 B.2D] 9.502 11.484 1].125 14.]66 16.406 1.125 0.193 0.516 0.]16 0.859 1.00] L146 1.289 E865 6z 1 5rix % L54] 2.51 lA9T 1.719 2.005 2.292 2.518 2863 6x 2 5%x 1% 8.250 1�161 5729 R.38] 2.865 9.94Z 3.819 9.453 10.50] 6 x 3 Sri x 2ri 13.750 19.651 I I.R29 9.942 4.010 4.619 5541 9.456 6684 6 X 4 SK z 556 90.250 i6.T55 5.25R 8.302 594 1.40] 41.250 199.959 569 ].161 0.595 12.0T6 14,114 12.52 14327 " 6x Srix )% y 82.]29 9.0]1 10.885 IR.]00 14.514 16.7R8 21.962 5Kx 9K 52.250 10.98I 13.11] 15.973 1].569 19.766 25.791 .3� x I Sri x IIK 63.T50 691.068 12.891 15.469 t8.04] 20.625 29.203 25.181 x 4 5%x IS% 14.250 5, 7 33.516 37*2 0 6x 16 Srix 15ri 63.250. 1,706.)76 R20.229 14.8D0 1].I60 20,120 23.681 26.641 29. 6x IB SKx I7K 96."-50 2,456.580 280.)29 I6.710 20.052 23.994 26.736 35.016 41.420 059 6 x 20 Sri X 17% 10].250 3,i98.484 348.569 18.620 22.944 26.066 29. 92 6 x 22 5K x 21K 118.250 4,555.OH6 429.7 1 20.550 24.695 28.741 9T.84) 36.959 0.979 R•t 6 x 24 5%X 29K 129.250 5,948.191 500.680 20944 1 IQ 21.139 ]1.3T2 3L5010 10.699 43.776 0.255 9.021 3.399 ].116 Bx 1 7%x Y• 5.458 2.039 2.719 1.888 R.266 26455035 ].930 8.eI1 8x 1 ]%x IK 10.975 2.039 ].552 9.54] 3?76 4.W5 ).019 5.664 6293 8x J 7%x 2K 18.1 T5 Bx 4 ]%x 3% 25.975 25.904 14.802 4.W5 5.Z86 6.168 7%X ,% 41.250 R63.61R ]0.919 9]66 IV19 19.61R 15.625 22.57�266 19.3]I _ 8x 6 )%x Sri 41.250 103.984 9].813 )�I61 1.719 13.672 11-79 1T.691 14.] 8x 8 - 8X 16 ]rix 9K 56.250 535.859 112.819 12.370 14.844 IJ.918 19.192 22.266 21.1 8% 10 vrix 11% 71.250 950.54] 165519 I4.9]4 17.969 20.964 23.958 26.95] 35.156 ]ri x 15ri 1 1.250 2.ST].422 i00.915 20.182 24.219 28.255 36.458 41 016 45.573 fix I4 ]Kx ISK 101.250 1.537.734 227.015 1).5J8 25.094 24.609 52.292 71.641 ]S.1 8 z 160.625 8x 16 ]Kx I7K 131.250 3,349.609 382.915 22?86 30.469 31.547 36458 41.016 45.517 x R0 1%. 19K 14fi.R50 4,694.297 475.313 25.191 30A6g 35.541 44 39.1934.792 50.391 50.181 1 6X 24 )Kx RS% 1]6.250 BIILI]R 690.31] 90599 36.II9 42.BJ9 48.958' 55.016 61.10 " 0.925 O.H6] 1.204 1.445 L6B6 1.92] 2168 4.909 18 '. IOx 1 9%x % 6.938 0.325 J.469 2.409 2.891 3.172 3.854 4.536 4.818 r lox 2 9%x I% 13.875 12.044 9.635 4.015 4.918 5.629 9.993 0.117 1.141 10x J 9%x 2K 23.1R5 IOx 4 9%x SK 23.125 17M.33 4 IB.885 5.621 6.]45 ].869 8.99] 10.11] II.Z41 ?'. . IO% 6 9%x 5% 52.250 131?I4 47.896 9.0]1 10.885 12.I00 19.792 16526 1814 It lox 8 9%x ]% 52.250 131.714 89.063 12.370 14.844 1].318 19]92 28.205 11.137 1; {., 10 x 10 9K x Sri 90350 678.755 142.896 15.668 18.802 21.996 10.347 54.141 37.91 10X 14 9rix 19K IT8350 - 1,9U.o9) 288569 n-2.266 26.7I9 91.11T 35.625 40018 44.57 �'•` lox 16 9K x 15K 147.250 T 948.068 380.396 25.564 34.611 7i.19p 46.1 16.89 51.128 .IOx IB 9Kx 1]ri 147.250 4,24R.636 484.896 28.863 ]4.694 40.408 11 I81 51.959 5].1Z6 _y 10 x 20 Sri x 19K 185.250 4,242.856 602.063 32.161 38.592 45.026 51.736 65.92 5.891 64.93 X IOx 24 9rix 2]% 204 250 1.250 101]1.8148 8J4.996 JB?59 79 46510 54262 fi2pIV ] S1511 n I.D55 1465 1?58 2.051 R.J44 2.637 2.970 8.478 0.396 7.811 5.213 9.766 zz 1 uux % 14.618 11.219 4.88! 5.659 4.102 ].eU 8.IH9 9.166 12 x 2 11'F x 1K 16.875 40.195 11.719 4.883 8.205 9570 10.933 12.]OS I76]i 12x 3 11%x 62 2% 28.125 12x 4 11%x 3% 99.375 12 x 6 I lri x 5% 63.250 159.443 5].9)9 10.981 13.177 15.3]3 11.569 19.)63 21.9 I2x 6 11%x 1% 86.250 404.297 10).BI! 14.9N 1L969 20.964 R].958 34-141 29.948 12x 10 11%x 9% 109350 821.651 172.979 18.967 22.760 26.554 30.341 34.141 71.9i , 859 12x 12 II%x 1% 155.250 1:457.505 319.911 26953 S2.31 J]?34 4].27.552 1.144 R6 18516 51.90{ s' 11-6 MID ISLAND CONST QTY• 1 T[:Tl' ICIP CHORDS: 2x4 HP 412/,1 a ay...• a..a .......... - SC4 CHORDS: 2x4 HIP !2 • Joint Locations .v 2x4 DAL 02 1 � ® Lateral brace required{designed tgr bulking 1) 0- Q- O a) 37- 2- 2 25) 33- 1--•6a m WEBS: 2x4 SPr STUD designer].OR 2( 'T'brace stiffener applied Bat 2) 6- B-14 9) 39- 3- 0 26) 32- 0- 0 2x4 HF STUD 4.5,6.7•a to edge Of Web- See standard"Ta brace detail. 3) ID- 3- 0 10) 43- a- 2 17) 25- 0- 0 ij 4) 12- 9-14 21) 50- 0- 0 18) 18- 0- 0 m Truss configuration and loading by 5) 18-10-15 12) 50- 0- 0 191 16-10-10 manufacturer. 61 25- 0- 0 131 44- 9- 4 20) a- 9- 3 7) 31- 1- 1 14) 41- 2-13 211 0- 0- 0 Any bearings other than end bearing locations should be aarked on truss. Z O H Z OSO LUMBER, INC. TRUSS DIVISION CE 21015 SR 9 NE o ARLINGTON, WA 98223 ��Q �' Afo o m zs-o-Q 2s-o-o DN1 1 2 3 a 5 7 8 W m soa 3381 4X4 - oo icy IRA L m 3X5 4X4 This truss is not symmeldc. N Proper arientatlon is essentlall rEMRM i2f71i994 Z 3X5 3X5 11-6-13 3X7 46 8X7 . W 4 # I 70-9-7 LU 4XI 0-4-1 Z 4X - 0.4-1 - W T 3 t _Z f 3X4 3X7 - SX7 3X4 U5 2X4 3X4 3X7 RI ' O LL i SC-i0-0 r') 2-2-0 Rake 21 20 19,13 17 Isis r n( (V 2-0_0 R1:1976A/5.50' 14 73 12 2-2-0 Rake pj 112:2472415.50' m 50 0 2 0 m CANP. 5-0-0 T EXCEPT WHERE SHOWN, ALL PLATES TO BE ROB91NS-LOCK (RHS = Robbins High Strength Platal Design Criterfa UBC ANSMI 1-199s . scale a MUSH {tl BOBBINS � LG�.awaa�� ��..�at_,S�,A6:3SSG[� ,n nw ��.am �a,� roWkd«•aL raad4maexhjvmr.Qa+r.dK Wrka unic< neHLiedegpr Prrm.�leo o TC Live 25.0 Pat Designed By: 00 a. Sena e�nea,.{r<FrdabCa)adinaabpt Uaimnb<abebdraW Dy a.ya4llAad h:ea LFua Plaepa➢O��91 cc cv,allalxa;a pyF:ae pue0al.io nrt CEeld1«boairowlh.r ae Hmka,waoy„hsniv.Pr.aaaaaNe m�a.rtDe1's.lkm TC Dead 7.0 ps} Checked B RE prak W/a irii Wlaes lmkpraaram a ma'neelnwk y, "11'•4aa rWva Gartn pleamn<anr.snip prRmbaFaAia emmelad9repe+ensue racis 1p pa '-Ppnet BC Llva 0.0 pst Engineering Inc. adpsdosa•ac Om g a mesp�mra 'd�ba�. aH�.�t nw R a&� a-mg L', .wka smhwne4-awes io�umtP9a[u nka' +sew-vWreamar.nae. Ppaea Fam.nor4,a.n ee ad[gvary BC Dead 10.0 psf �a�vnF[ad ie awe YWe.Nmee ardertieaarieHan4g[voedrrih-n.m. Oats: 3-19-98 wnraenc vYa'x+4 u1 Da1gr9vraleWomhv9uez-0«tic fumha rnpwrialgofaNuawuan:e�hatrha6Y 3616 South Read, C-2 ,.amnemrrerpuzN,•Dcerssaclln[aahc u4aaelem Par er..rremeu«..w mucuJdwrae.'1°hitlip��nd°"h" TOTAL 42.0 psf Cmcmf Yfepli:<«•QPl1 aNHUD Ryas OpKa MHC3ItCO3 Wahington 98275 rFULHRVNISH Ahm94nb&ESIGN Remdae�reee�ivra�l�cbe whurdrt rde Ne LOAD OUR. FAC: 1.15 Cwg, o X00- 61B8Fr 1OMg ¢ bfW OFTIBHUU119HG DCSIGNFIIAN07AVS3 FA6 TO RBYIEW"USDT6 VERIFY MW DATA INCLUDING DIKI.A LoA -I N}omm ARCH.P9.\7/f SPECSa PAB.1RU33L1.\YGVIS. SPACING: 24,0' $aQn; Z7.060 - 42800 i i i i %D l 0 2 ti �) CD) 4i 5iz sf R,)? g s nff,3fl•'g6 Ii:':Ifl '&366 d24a885 FIRST AMERICAN ardu +e-uu.: Fr z NOTI f This si, ,h is fumts at a courtesy only ' by FIRST AMERICAN TITLE t�1SURANCE COMPANY and 1l s agent and is�a Part of any Title s Cor mitment or Policy of Title Insurance. This sketch is furnished soiey for the pur- Uo1-1 QtArts pose of assisting in locating the premises o S 14 Rv, -ra and does not purport to show all highways, to A- e T „ I ��N roads or easements affecting the property. No reliance should Ne. placed upon this sketch for the iccation or dimensions of the pro- perty and no liability is assumed for the cirrectness thereof. -- -- — — — � o �__j; I 141 15 16 17 i / 2 /0 f/ f ./ 1.4 / 16. / 18.12 i 23rd 577 /b 6 71 6f 6 7 6 5 4 3 2 / Y ,• F h t Y �`•!J 7 Ii L }! / /.3 f 1 / 2 /0 // a 14 15 16 17 18 'r.v 9 - - 241h w Qw r1�j N ST. l [� I 3n• ` .. 7�• q 17s.74' id l a s °• 4 3 l w 25th ST. t o � O,a� 4�n l000 qt�{d� o � p Li ao 4 t STORM DRAINAGE REPORT for ISLAND FARM & PET STORE Site: 1010 24th St Anacortes, WA May 20, 1998 PERCO Job #98029 o W,U TONALS� iXPIKES 6-23- Owner Prepared by: Jan Postler RECEIVED PERCO ENGINEERING 1015 - 14th St. 9902 -270th NW Anacortes,WA 98221 JUN 01 1998 Stanwood ,WA 98292 PH:(360) 629-3308 BUILDING DEPT PH: (360) 629-6710 PERCO ENGINEERING Dan Parrent Professional Engineer 9902 270th St. NW Stanwood, WA 98292 Telephone(360)629-6710 May 20, 1998 PROJECT: Storm Er Site Engineering Plans for Jan Postler Site: Proposed Retail Feed Store 1010 24th St. Anacortes, WA Overview A Retail Feed Er Seed Store is proposed for lots 15,16, Er 17 in Block 8 of the plat of "First Addition to the City of Anacortes". Associated parking, sewer, water, sidewalks, and storm detention facilities will be a part of the engineering design to meet local code requirements. The rectangular 100' x 90' parcel faces 24th St.just 90' west of the Commercial Avenue intersection. EXISTING CONDITIONS: Tall grass now covers the site which is sloped at 2-4% north to east. The parcel will be cleared and 2-3' of clayey soils removed to be replaced with suitable fill. New fill will be compacted to provide competant bearing for pavement and structures. Existing utilites including electricity, water, and gas are available on site. Electricity is on the northeast and southwesterly corners, water and gas meters are at the southwest corner, and a sewer stub is available at the center of lot 16 in the alley to the north. A storm drainage pipe will be extended from the Commercial Avenue westerly up to the Postler site, along 24th street. . Minimal upstream offsite area is tributary to the property due to the existing gutter along 24th Street, however a small 6" PVC conveys runoff from the adjacent parking area to the southwest. Downstream Drainage Analysis: The 1/4 mile downstream analysis identifies existing and potential flooding,conveyance restrictions, and erosion . A site visit was done 4(29(98 to investigate those items described as follows: Postler Drainage Report PERCO#98029 5/20/98 DRP Page �ZS Storm water leaves the site in a sheet flow pattern to i,�intercepted within the Commercial Avenue storm conveyance system at the 24th St intersection. An existing catchbasin at Commercial Avenue approximately 100' east of the parcel receives storm water from an existing gutter and conveys them through a 12" CP - 60' east to a manhole. Approximately 450' further west within 24th St., the pipe daylights into a 3'wide x 3' deep vee shaped ditch. 200' further west water from the ditch enters an 8" ADS and travels another CB 75' further west. A 12" CP then turns south to cross beneath 24th St. and then 4O' west. It appears a local collection pipe then directs storm water 850' feet north to 22nd St. and then west to finally discharge into the Sound. No erosion nor flooding was observed along the drainage corridor, however due to the minimal grades capacity may be somewhat limited for significantly large storms. DEVELOPED CONDITIONS New impervious areas proposed will include approximately 5000 SF of pavement and 4000 SF of rooftop area. Landscaping will be developed along the right-of-way to a sum in excess of 5% of the proposed onsite parking. Storm runoff will be detained within an underground pipe then discharged to 24th St storm system with a small pump. The SCS/SBUH stormwater simulation method is used to determine pre Er post developed storm runoff rates and volumes with the King County computer software. Hydrologic Group "C" is common for the Puget Sound region and will establish the CM values for antecedent soils conditions. Developed peak rates for the developed 2, 10 Er 100 year 24 hour storm runoff will restricted to slightly over the 2 year predeveloped rate . This discharge rate will be most efficient for the 1(4hp pump given the very small rate of flow and low head. A standby gas pump to be used for lengthy power outages is included in the design for cases where a loss of power might occur during a significant storms. A staged discharge will begin at approximately 1 foot above the detention pipe invert;the equivalent of the 2 year developed storage level. Pumping will continue continuously for all storms up to and including the 100 year developed storm until water levels fall back to the invert of the detention pipe. Potential overflows above the 100 year developed elevation will overflow the CB into the alley and be collected within Commercial Avenue. Analysis by: Dan Pat-rent, P.E. Postler Drainage Report PERCO 498029 5/20/98 DRP Page 2/ Z,7 d f fe� 14 y-,e- c�, CyC�0O as Si � D • 03 �;o 2. 35 YIS = PCi ✓2 jhP r` 7 o/7 Pz5 2 l(f) LZ SZ ; o. oz5 Lf O < �z f 0 o (1 6.S � 3 s2s r 1-915 -- C� • .e s� :v�^ < wa /25' d Lu , I � _ _ _ _ _ _ _ _ _ _ _ _ _ o j II �g9 I � � I � � I d d I• o,, L, kill I _ � —`^--- ------�— o �stir 0 � I J H f�� 9 r, Z �r a I I I� II i E3 III a an I � • Y I• � � II d � I 00 III I III AD +u, Lot I — I I � Zbt I ' - ; xi ; a PRE- DEVELOPED STORM HYDRO GRAPHS KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4.20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 -ROUTE 4 - ROUTE2 5 - ADDHYD 6 -BASEFLOW 7 - PLOTHYD 8 -DATA 9 - RDFAC 10 -RETURN TO DOS ENTER OPTION: SBUIVSCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: 1 - S.C.S. TYPE-lA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR),PRECIP(INCHES) 2 24.00 1.50 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .2 85.0 .0 98.0 1.9 DATA PRINT-OUT: POSTLER STORM DRAINAGE REPORT PERCO#99029 5/7/98 Page AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .2 85.0 .0 98.0 1.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .02 7.67 391 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 2.EX SPECIFY: C - CONTINUE, N -NEWSTORM, P -PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-lA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 10 24.00 2.35 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.35" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .2 85.0 .0 98.0 1.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .2 85.0 .0 98.0 1.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .07 7.67 885 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: IO.EX POSTLER STORM DRAINAGE REPORT PERCO#98029 5/7/98 Page B/�,� SPECIFY: C - CONTINUE, N-NEWSTORM, P - PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-lA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR),DURATION(HOUR), PRECIP(INCHES) 25 24.00 2.70 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 25-YEAR 24-HOUR STORM **** 2.70" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .2 85.0 .0 98.0 1.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .2 85.0 .0 98.0 1.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .09 7.67 1111 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 25.EX SPECIFY: C - CONTINUE, N-NEWSTORM, P - PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 POSTLER STORM DRAINAGE REPORT PERCO#98029 5/7/98 Page zS S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100 24.00 3.40 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.40" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(RAPERV), CN(EMPERV), TC FOR BASIN NO. 1 .2 85.0 .0 98.0 1.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .2 85.0 .0 98.0 1.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .14 7.67 1586 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 100.EX SPECIFY: C - CONTINUE, N-NEWSTORM, P - PRINT, S - STOP N STORM OPTIONS: I - S.C.S. TYPE-IA 2- 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALLDISTR3BUTION ENTER: FREQ(YEAR), DURATION(HOUR),PRECIP(INCHES) 2 24.00 1.50 POSTLER STORM DRAINAGE REPORT PERCO#98029 5/7/98 Page /o/� DEVELOPER STORM HYDROGRAPHS ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(EvIPERV), CN(IMPERV), TC FOR BASIN NO. I .0 86.0 .2 98.0 .9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .0 86.0 .2 98.0 .9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .09 7.67 976 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 2.DEV SPECIFY: C - CONTINUE,N -NEWSTORM, P -PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 10 24.00 2.35 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-1ADISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.35" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .0 86.0 .2 98.0 .9 POSTLER STORM DRAINAGE REPORT PERCO#98029 5/7/98 Page Z,J- DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .0 86.0 .2 98.0 .9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .15 7.67 1617 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 10.DEV SPECIFY: C - CONTINUE, N-NEWSTORM, P - PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 25 24.00 2.70 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 25-YEAR 24-HOUR STORM **** 2.70" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .0 86.0 .2 98.0 .9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .0 86.0 .2 98.0 .9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .18 7.67 1883 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 25.DEV POSTLER STORM DRAINAGE REPORT PERCO 998029 5/7/98 Page 75^' SPECIFY: C - CONTINUE, N-NEWSTORM, P - PRINT, S - STOP N STORM OPTIONS: I - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100 24.00 3.40 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.40" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .0 86.0 .2 98.0 .9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .0 86.0 .2 98.0 .9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .22 7.67 2414 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 100.DEV SPECIFY: C - CONTINUE,N -NEWSTORM, P -PRINT, S - STOP S Stop - Program terminated. POSTLER STORM DRAINAGE REPORT PERCO#98029 5/7/98 Page -- e715 N 0 F- Wrom Table Enter a variable length STAGE d/DD A of pipe 0.2 1 0.1 �0.041 8.20 0.4 2 0.2 0.112 22.40 PIPE DIA= 2 0.6 3 0.3 0.198 39.60 LEN = 50 0.8 4 0.4 0.293 58.60 INCREMENT = 0.2 1 5 0.5 0.393 78.60 1.2 6 0.6 0.492 98.40 1.4 7 0.7 0.587 117.40 1.6 8 0.8 0.674 134.80 1.8 9 0.9 0.745 149.00 2 10 1 0.785 157.00 1q-e-;IFxz- U SAD 2 0.3 1 0.1 0.041 18.45 0.6 2 0.2 0.112 50.40 PIPE DIA= 3 0.9 3 0.3 0.198 89.10 LEN = 50 (>S E 1.2 4 0.4 0.293 131.85 INCREMENT= 0.3 1.5 5 0.5 0.393 176.85 1.8 6 0.6 0.492 221.40 2.1 7 0.7 0.587 L3543..2 15 2.4 8 0.8 0.674 30 2.7 9 0.9 0.745 5 3 10 1 0.785 0.3 1 0.08 0.029 23.20 0.6 2 0.15 0.074 59.20 PIPE DIA= 4 0.9 3 0.23 0.136 108.80 LEN = 50 1.2 4 0.30 0.198 158.40 INCREMENT= 0.3 1.5 5 0.38 0.274 219.20 1.8 6 0.45 0.343 274.40 2.1 7 0.53 0.423 338.40 2.4 8 0.60 0.492 393.60 2.7 9 0.68 0.569 455.20 3 10 0.75 0.632 505.60 3.3 11 0.83 0.697 557.60 3.6 12 0.90 0.745 596.00 3.9 13 0.98 0.782 625.60 4.2 14 1.05 0.785 628.00 Cocvn� �./ 8.45�D CONS r cJ-r-S / 1 zr HYDRA X PROPERTIES OF PIPE ARCH FLOWING .RT FULL A Table 6 Values of BD T Determination of Area _ - d .00 .01 .02 .03 .04 .05 .06 .07 .08 .09 d = Depth of flow D D = Rise of conduit .1 .072 .081 .090 .100 .109 .119 .128 .138 .148 B = Span of conduit d D .2 .157 .267 .177 ,187 .197 .207 . 1 .226 . 37 .247 A = Area of flow B .3 .257 .267 .277 .287 ,297 .307 .316 .326 .336 .346 R = Hydraulic radius 4 .356 .365 .375 .385 .394 404 .413 .423 432 442 T = Top width of flow .5 .451 .460 .470 .479 .488 .497 .506 .515 .524 .533 .6 .541 .550 .559 .567 .576 .584 .592 .600 .608 .616 T .7 .624 .632 .640 .647 .655 .662 .670 .677 .684 .690 Table 8 Values of .8 .697 .704 .710 .716 .722 .728 .734 .740 .745 .750 Determination of Top Width B - .9 .755 .7 60 .764 .7 69 .77 2 .77 6.780 .783 .785 .787 1.0 .788 d 09 .00 .01 .02 .03 .04 .05 .06 .07 .08 . D Table 7 Values of R Determination of Hydraulic Radius D ,1 .900 .914 .927 .938 .948 .956 .964 .971 .976 d .2 .982 .986 .990 .993 .995 .997 .998 .998 .998 .999 D .00 .01 .02 .03 .04 .05 .06 .07 .08 .09 .3 .997 .996 .995 .993 .991 .989 .987 .985 .982 .979 ,4 .976 .971 .967 .964 .960 .956 .951 .947 .942 .937 .1 .078 086 .094 .102 .110 .118 .126 .133 .141 .5 .932 .927 .921 .916 .910 .904 .897 .891 .884i.877 .2 .148 .156.163 .170 .177 .184 .191 .197 .204 .210 .6 .870 .863 855 .847 .839 .830.822 .813 .803 .794 .3 .216 .222 .228 .234 .240 .245 .250 .256 .261 .266 .7 .784 .773 .,363 .752 .741 .729 ,717 .704 .691 .678 ,4 .271 .2 75 .280 .284 .289 .293 .297 .301 .305 .308 .8 .664 .649 1.6341.618 .602 .585.567 .548 .528 .508 .5 .312 .315.319 .322 .325 .328 .331 .334 .337 .1139 .9 .486 .462 .437 .410 .381 .349 .313 .272 .223 .158 .6 .342 .344 .346 .348 .350 .352 .354 ,355 .357 .358 .7 .360 .361 .362 .363 .363 .364 .364 .365 .365.365 .8 .365 .365 .364 .364 .363 .362 .361 .360 .359 .357 .9 .355 .353 .350 .348 .344 .341 .337 3321.32 .318 1.0 .299 HYDRAULIC PROPERTIES CIRCULAR CONDUITS FLOWING PART FULL Table 9 A Values of, Determination of Area O d .00 .01 .02 .03 .04 .05 .06 .07 .08 .09 D = Diameter ! D d = Depth of Flow .0 000 .001 004 .007 .011 015 .019 024 .029 .035 A = Area of Flow D t .041 .047 053 .060 .067 .074 .081 .089 .096 .104 d .2 .112 .120 128 .136 .145 .15a .162 .t71 ,180 .189 R = Hydraulic Radius .3 .198 207 .217 .226 .236 .245 .255 .264 .274 .284 T = Top Width 4 .293 .303 .313 .323 .333 .343 .353 .363 .373 .383 .5 .393 403 413 423 .433 443 453 .462 .472 .482 6 492 502 512 521 .531 34 .550 .559 .569 .578 Table 11 T 7 .587 .596 .605 .614 .623 .632 .640 .649 .657 666 Values of 6 674 .681 689 .697 .704 7 .719 725 .732 .738 Determination of Top Width D .9 745 .750 .756 .761 766 .771 .775 .779 .782 .784 d 10 .785 1 1 1 1 D .00 .01 .02 .03 .04 .05 .06 .07 .06 .09 Table 10 Values of R .0 .000 .199 .280 .341 .392 .436 457 .510 .543 .572 Determination of Hydraulic Radius O ,i .600 626 .650 .673 .694 ,714 733 .751 .768 785 d 2 .800 .815 .828 .842 .854 .866 .877 .888 .898 908 D .00 .01 .02 .03 .04 .05 .06 .07 .08 .09 3 .917 .925 .933 .940 .947 .954 .960 .966 .971 .975 4 .980 .984 .987 990 .993 .995 .997 .998 .999 1.000 0 .000 .007 013 020 .026 .033 .039 .045 .051 .057 .5 1_000 1.000 .999 .998 .997 .995 .993 .9% .987 .984 .1 063 .070 075 .081 .087 .093 .099 .104 .110 .115 .6 .980 .975 .971 966 -960 .954 .947 .940 .933 .925 2 .121 .126 .131 .136 .142 .147 .152 .157 .161 .166 .7 .917 .908 .898 .898 .877 F866 .854 .842 .828 .815 .3 .171 176 .180 .185 .189 .193 .198 202 206 .210 8 .800 .785 .768 751 .733 .71d 694 .673 .650 626 4 .214 .218 .222 .226 .229 .233 .236 .240 .243 .247 .9 ,600 .572 .543 5101 475 .436 .392 .341 280 .199 .5 250 .253 .256 .259 .262 .265 .268 .270 .273 .275 1.0 .000 �.-- 6 278 .280 .282 .284 .286 .011 .290 .292 .293 .295 d 7 .296 .298 .299 .300 .301 3P2. .302 .303 304 .304 i.e. Given d = 3 ft., D = 4 ft.,p .8 .304 304 303 .303 .302 .301 .299 304 . = 0.75, , .304 .304 . to 2998 296 .294 .292 .289 286 .283 .279 .274 .267 From Tables:rAA-)= 0.632,p= 0.30, and p 0.866 CASCADE CULVERT P.O. Box217 Arlington, Washington 98223-0217 Area Code206-435-2181 Dlvfslon of ATV Records, Incorporated Telex. 15-2461 HYD ° KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4 . 20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 - PLOTHYD 8 - DATA 9 - RDFAC 10 - RETURN TO DOS ENTER OPTION: 3 RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY [d: ] [path] filename [ .ext] OF ROUTING DATA RTEA. IT DISPLAY ROUTING DATA (Y or N) ? Y ROUTING DATA: STAGE (FT) DISCHARGE (CFS) STORAGE (CU-FT) PERM-AREA(SQ-F ) . 00 . 00 . 0 . 0 FUMF OFF . 30 . 00 18 .5 . 0 . 60 . 00 50 .4 . 0 . 90 . 00 89 .1 . 0 PUNnP Off 1 .20 . 05 131 . 9 0 1 . 50 . 05 176 . 9 . 0 1 . 80 . 05 221 .4 . 0 2 . 10 . 05 264 . 1 . 0 2 .40 . 05 303 .3 . 0 2 . 70 . 05 335 .3 . 0 3 . 00 . 05 353 .3 . 0 O �CFZFCA`N 3 . 30 . 05 669 .1 . 0 3 . 60 . 05 715 .2 . 0 3 . 90 . 05 750 .7 . 0 4 .20 . 05 753 . 6 . 0 4 .50 . 05 1090 .3 . 0 4 . 80 . 05 1290 .3 . 0 AVERAGE PERM-RATE : . 0 MINUTES/INCH ENTER [d: I [path] f ilename [ .ext] OF COMPUTED HYDROGRAPH: 2 .DEV INFLOW/OUTFLOW ANALYSIS : PEAK-INFLOW (CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL (CU-FT) . 09 . 05 954 INITIAL-STAGE (FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) .00 7 . 83 1 . 32 PEAK STORAGE : 140 CU-FT ENTER [d: I [path] f ilename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 2 .OUT FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE C ENTER [d: ] [path] filename [ .ext] OF COMPUTED HYDROGRAPH: 10 .DEV INFLOW/OUTFLOW ANALYSIS : PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL (CU-FT) . 15 . 05 1506 INITIAL-STAGE (FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) . 00 8 . 00 1 . 91 PEAK STORAGE : 230 CU-FT ENTER [d: I (path] f ilename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 10 .OUT FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE C ENTER [d: I (path] filename [ .ext] OF COMPUTED HYDROGRAPH: 25 .DEV INFLOW/OUTFLOW ANALYSIS : PEAK-INFLOW (CFS) PEAK-OUTFLOW (CFS) OUTFLOW-VOL (CU-FT) . 18 . 05 1692 INITIAL-STAGE (FT) TIME-OF-PEAK (HRS) PEAK-STAGE-ELEV(FT) . 00 8 . 00 2 . 23 PEAK STORAGE : 280 CU-FT ENTER [d: I [path] f ilename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 25 .OUT FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE � 'Zs goo . ENTER [d: ] [path] filename [ .ext] OF COMPUTED HYDROGRAPH: 100 ;DEV INFLOW/OUTFLOW ANALYSIS : PEAK-INFLOW (CFS) PEAK-OUTFLOW (CFS) OUTFLOW-VOL (CU-FT) .22 . 05 2364 INITIAL-STAGE (FT) TIME-OF-PEAK (HRS) PEAK-STAGE-ELEV(FT) . 00 8 .50 3 . 03 PEAK STORAGE : 380 CU-FT ENTER [d: ] [path] filename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 100 .OUT FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE S KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4 . 20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 - PLOTHYD 8 - DATA 9 - RDFAC 10 - RETURN TO DOS ENTER OPTION: �/ 15 APPENDIX KING COUNTY, W A S H I N G T O N, SURFACE WATER DESIGN MANUAL TABLE 3.5.211 SCS %VES'rERN WASIIINGTON RUNOFF CURVE NUMBERS SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 19812) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfall distribution. 24-hour storm duration. Jim UP LAND USE DESCRIPTION DCultivated land(t): winter condition 95Mountain open areas: low growing brush and grasslands2 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed or older second growth 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 •86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% or more of the area 68 80 8b 90 ''.. fair condition: grass cover on 50% to 75% of the area 77 85 90 92 Gravel roads and parking lots - 76 85 89 91 Dirt roads and parking lots 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 99 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) .Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 OU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and industrial areas. k (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/stoini system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. a 3.5.2-3 i-H92 r� KING COUNTY, WASHIN.GTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5l HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY HYDROLOGIC HYDROLOGIC SOIL GROUP GROUP* SOIL GROUP GROUP` derhoad ACC Orcas Peat D _. —Areritss, erwood Material C Oridia D - Arents, Everett Material B - Ovall C Beausile C - Pilchuck C Bellingham D Puget D Briscot D - Puyallup B - Buckley D Ragnar B Coastal Beaches Variable Renton D Eadmont Silt Loam D Riverwash Variable Edgewick C Salal C Everett A- Sammamish D Indianola A Seattle D Kitsap C Shacar D Klaus C - Si Silt C Mixed ;fluvial Land Variable Snohomish D Neilton A - Sultan C Newberg B Tukwila D Nooksack C Urban Variable Normal Sandy Loam D Woodinville D HYDROLOGIC SOIL GROUP CLASSIFICATIONS A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and consisting chiefly of deep, well-to-excessively drained sands or gravels. These soils have a high rate of water transmission. B. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. C. (Moderately high runoff potential). Soils having slow infiltration rates when thoroughly wetted, and consisting chiefly of soils with a layer that impedes downward movement of water, or soils with moderately fine to fine textures. These soiis have a slow rate of water transmission. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential, soils with a permanent high water table, soils with a hardpan or clay layer at or near the surface, and shallow soils over nearly impervious material. These soils have a very slow rate of water transmission. From SCS, TR-55, Second Edition,June 1936, Exhibit A-1. Revisions made from SCS, Sod Interpretation Record, Form #5, September 1989. I i 3.5.2-2 TA13LE 3.S.2C "n" AND "k" V, 1ES USED IN TIME CALCULATIONS F HYDROGRAPHS � 0.8 Steel Flaw Equalion Manning s Values(For the Initial 300 It of travel) 4' Srvoth surfaces(concrete.asphalt,gravel,or bare hard packed set) 0.011 Fafw fields or loose soil sudace(no residue) 0.05 Ce:rvaled soil with residue cover(s <= 0.20 ft/ft) 0�' C,C-:ai M1 Sod with residue cover(S v 0 M ft/t) 0.17 0.15 SR ra ni prairie gss and lawns 0.24 C4-se grasses 0.41 Be F,,W3 grass 0.13 Rage (natural) tv uis or forest with light underbrush 0.40 N'cads or forest with dense underbrush 0'B0 •manning values for sheet flow only,from Overton ano Meadows 1976(See TR-55. 1986) V. -k'Values Used In Travel Time/Time of Concentration Calculations k, S.uilow Concentrated Flow (After the Initial 300 ft.of sheet flow,R -0.1) 1. Forest with heavy ground litter and meadows(n=0.10) 3 V, /'(�!rr p 2. Brushy ground with some trees(n -O.IXO) 5 3. Fallow or minimum tillage cultivation in-0.040) 8 a. High grass(n =0.035) 9 5. Short grass.pasture and lawns(n=0.030) 11 6- Nearly bare ground(n=0.025) t3 r. Paved and gravel areas(n=0.012) 27 Gonncl Flow(huc mineral)(At the beginning of visible channels:R-0.2) k, 1. Forested swain with heavy ground litter(n =0.10) 5 2. FmosIM drainage eeurse/ravine with defined channel bed(n=0.050) t0 3. Rock lingo waterway(n=0.035) 15 C Grassed waterway(n-0.030) 17 5. Earth-lined wateway(n=0.025) 20 6 CMP pipe(n=0.024) 21 7. Concrete pipe(0.012) 42 I1 Other waterways and pipes - 0.508/n C!aoncl Flow(Continuous stream,R - 0.4) k• 9- Meandering stream with some pools(n =0.040) 20 10. RockJined stream(n=0.035) 23 11. Grassained stream(n-0.030) 27 t2. Other streams,man-made channels and pipe 0.807/n" ••See Chapter 5.Table 5.3.6C for additional Mannings'n'values for open channels 3.5.2-7 t917- Z + IN I par, ali t ' r �T 49 — ey 490- Ego _80- f. V4O FRIDAY HARBOR pO RT Y 1 G \\J(1 VE' 6 7C\ 3-1 3C e NEAI�AY 2, 40,93 Ql .EV.ERETT _ �45 r 9u =- SEATTL� i 40 i80 Ji j j 5 �100 90/ 60 COMA 55 , \ 5 '0� 47 1 ' ABEGlDECN 1 4' 'I - • " `�'-+ I � l - \60 �' • �70 r �'- 4LCENT♦ A0 G-a r✓r ✓ 6 75 � 80 55 �. 65 5� LU L- 80. 0 `Yi C ' i• v: L 1 00 -YEAR 24- EIUR PRECIPITATION r34-ISOPLUVIA S OF 100 -YEAR 24-HOUR 40 4 l CgUV /J . 6 PREGIFITATION IN TENTHS OF AN INCH \t i \` 65 NNUAL a5`s 60 65 1 i C 124 123 _ 122 t �o — 3 . 4-o �s I +fix ✓ Eric ��.�• �'_ , � J :1 'I •o 't . .— •sS•e 1 I • ' I . I� �� .�` ,��a �, 'tea-u-��— !� •�,,- r � 1• 1 r ` I 1 ' PUMP SPECIFICATIONS FOR STORM DETENTION DISCHARGE for ISLAND FARM & PET STORE Site: 1010 24th St Anacortes, WA e May 20, 1998 ZONAL S PERCO Job #98029 'LxP115'ES 8-20- Owner Prepared by-, fan Postler PERCO ENGINEERING 1015 - 14th St. 9902 -270th NW Anacortes,WA 98221 RECEIVED Stanwood ,WA 98292 PH:(360) 629-3308 JUN 0 g 1998 PH: (360) 629-6710 BU1LiUiNG DEPT BULLETIN 110.4 15 S DV25 :- 1/4 HP �r Submersible - Sump Pump ra A Proven Performer with Outstanding Features . . . Trouble-free *Heavy-duty, oil-filled motor, with thermal over- Diaphragm Switch load protection, provides superior cooling and bearing lubrication. -Rugged cast iron construction. ..... *Anti-clog vortex impeller, with back pump-out vanes, handles 3/8" solids, lint, sand and gravel. _._ .. •No screens to plug. *Capacities to 34 gpm; heads to 23 feet. •Bottom suction helps prevent build-up of debris in sump. •Sintered top sleeve bearing assures alignment of rotor and stator. -Spring-loaded mechanical seal for long, leak- proof life. Durable carbon and ceramic face. *Easy to install. Automatic pumps are shipped ready for operation after attaching discharge SDV25 — MAX. SOLIDS 3/8"SPHERE— 1500 RPM pipe and plugging in the cord. -Strain-relieved power cord seal prevents power cord from being pulled out of housing. 24 •1-1/4" NPT discharge. *Reliable automatic operation.Water pressure ex- erted on oil in diaphragm switch turns pump on 20 or off. 16 o QyA I J 12 6 MARLEY THE MARLEY PUMP COMPANY FULL LOAD �9.5�AT 115V. 4 II HYDROMATIC PUMPS a 0 5 10 15 20 25 30 35 40 45 Box 327,Ashland,Ohio Canada (419)tee.,1 42 In Canada—VJylain Canatla Ltd.Ltee.,726 East Dr.Brampton,Ontario L6T 1C2 U.S.GALLONS PER MINUTE International Sales—Ashland,Ohio Telex 987432 New 3/83 FRICTION LOSS DESIGN AID Friction losses in pipes can be calculated using the Hazen-Williams formula: Original form: V = 1.318 C R 0.63 S0.54 Where: V = Velocity in ft/sec. C = Hazen-Williams coefficient R = hydraulic radius (A/wp) S = slope of energy grade line in ft/1000 ft. This equation can be modified through algebraic substitutions and appears as: 85 f = 1U.46 L q 1. Where: f = friction loss in feet C 1 .8b U 4.87D = the pipe diameter in inches L = the length of the pipe in feet q = the flow in gpm C = the friction factor (150 for PVC pipe) It can be further modified and simplified by assuming that only PVC pipe conforming to ASTM D-2241 is used and combining all constants. This results in the following fonm: Modified f = (L) x '8 - Where: f = friction loss through pipe in ft. L = Length of pipe in feet - - Q = Flow in gpm K = Constant from Table A3-1 TABLE A3-1 TABLE FOR K Nominal CL CL CL Schedule Diameter 125 160 200 40 1.00 67.5 66.5 47.8 1.25 133.0 129.4 122.9 98.3 15D 193.2 184.8 175.5 147 .5 2.uU 347.8 332.5 315.2 84:5 2.5U 575.1 555.1 520.7 3.UO 961.5 920.5 873.3 803.9 4.UU 1864.0 1783.9 1692.7 1642.9 b.UU 5151.3 4932.0 4677.4 4826.6 40 Z�0 jwr�rPLcs " 7 4-6 r 3 ;a r vY7 X �� .Q.J �'{s� i 2 G 4 2 'Ge ✓ems = S �Y�cfio,� /osS /00 �,• z " Pf/C� SG,�f4C? a .3z - • � DV25 = O� . PUMP MAINTENANCE 1) It is the owner's and or assigned responsibility to maintain and monitor the storm and pump system to assure it is continuously functioning properly. 2) Pump must be installed and maintained per manufacturers specifications. 3) The pump is to have mercury float switches set to run when the water level within the tank reaches 1 foot of depth until the water level water falls to the tank invert level. A redundant off is recommended at the invert level to protect the pump from overheating if the first off switch fails. 4) Pump to at all times to be submersed in water within the sump and set on blocks at 16" minimum above sump bottom. At no time must the silt within the sump of the CB be allowed reach the bottom of the pump. This may damage the impellers of the pump and or cause the pump to fail. Regular cleaning of the sump at least two times a year and after significant rainfalls is recommended. 3f� i Pumps- 1 AND 11/2 INCH ENGINE-DRIVEN PUMPS I ENGINE-DRIVEN UTILITY PUMP _.___ c •Te eh 2-cycle engine fueled *Includes two 1 x 3/4" brass fiord „asolinile hose adapters, and 8 oz. 2-cycle oil •Chrome- lated pi and electronic • n P P Self-primes to 15 feet Integral ignition for longer engine life £ 1integr it •Spark arrester screened muffler Applications:Dewatering excavations su •Pump has sand cast aluminum body, used for aevnpo�inkl n boats. Can also _ O.rfagl Replacement"Parts Ava?(able volute and impeller i40 sprinkling, wasfting cars -_9,-1 8043`�Z3-062- P buildings. For use wherever a and Two cos •Carbon/ceramic, Buna N/stainless ower is not readil available. Forrtcal Tubular p Y 5 steel shaft seal with nonflammable li uids compatible with pump materials.Teel Brand. patible SPECIFICATIONS DATA z Suction •dB8f Lift 5 Delivery in US Gallons of Water Per Hour C�Discharge PSI Max. y 3600 Z' 30 35 r � 3350 3100 2� Pressure,PSIShutorf,to 10 _ 3050 2750 2450 i410 1580 47 � -'2 J t r.• 15 _ �600 2370 2100 17�p 1240 46 200 2000 1750 1420 1p°0 830 44 t RePc++�s rvree�Avrnfcrbt�' - � , . All PUMP f}RDERING DATA sso 42 GoRkrctYaur •r S hCCtl•Bs'at)c Inlet/ Engine 1•Cast ire Fuel Tank Outlet HP Displacement(cc) RPM Capacity L Dimensions Stock -•Remove W H �..•:~� No. List Each Sg' OSelf-pri. . � 1"NPT 2.0 49.2 5650 U/a qt. 12y-" 1 '/2" PORTABLE 2-STAGE SPRAYER/HIGH P9�E15J 1V287 5389. 40 to 1 94 $300.25 18.0 •O-ring c •2-Stage centrifugal U K E PUMP Two cc t For spraying, pressure boosting and high ;r •Pump is cast iron construction head dewatering applications. For use•4 Cycle Kohler Command b HP en engine with nonflammable liquids which are com (111 - Fseeoeuvear (4000 RPM) 9 patible with pump component materials on orders of •High efficiency enclosed bronze required for self-priming,Use of a check valve will reduce time $900ormo Model impellers `: arFxEls+ r. 3P52o•Removable/replaceable diffusers valve design with elecP Kohler dtronlgcn gnOionhand t , - z lei •Self-primes to 20 ft. Refonit Lc6 Shutoff;to automatic decompression. Aluminum Eonicrr�fClfigF•lctntl< •0-ring seal block with cast iron sleeve. Recoil start. •40 to 160*F liquid handling range Quite muffler and low oil sensor. Teel }•Two cast-iron hex nipples included brand. •Tubular steel roll frame :` " '` f e •Type 21 mechanical seal is carbon/ceramic, Buna N and stainless _ „, ®3.5 HP steel "•Cast ai t x ®Remove �. , SPECtFICATtQNSDA y •Self-prs �a SuctionAsa,..'" - •0-ring Lift Ft 1p 20 M at DiscOherge Pressure in PSI "� 5 , 10 82 76 72 68 62 70 80 90 100 56utSI0fP �40 to 1 -,a 42 15 75 - 7 65 66 60 53 47 40 31 18 I 102 25 6a 65 59 52 30 _ 100 > 64 62 61 58 51 4146 38 26 98 y c t C r d a7 56 54 53 51 49 36 24 - 42 33()Shut off to convert to feet of head multiply by 31. 20 - 94 $Q t Suction in Feet i0 a-�e q.,... a `•E'U .KG\.�Fltl <�SI■ - 2}", ,,...v Zj Vg,. O —T��' Q:C?RDEI2tNG DATA _ Tank Port H Dimension a r <. -,A 10 HP Type Six. NPT L Pump and-Casing Mechanical Roll Bar �- 15 6 6 Kohler Adapter Impellers Diffusers Seal Stack r 20 48 3�' I'/' 20°L" I61/" 22^ Frame No. List Each Shpg. 25 33 CI BR CI Buna/SS* Wt(*)Mechanical seal has ceranuc seat.Vote:Pump fitted with stainless steel shaft sleeve. Steel 1V298 8125629 Does not t: $967.00 IOs.O (') WATER SUCTION - Dr`v, AND HP Type DISCHARGE HOSES AVAILABLE 3.5 B&S SEE INDEX 3.5 B&S 3.5 B&S 3.5 B&S 5 B&S 3144 GRAINGER *),lechanica BUSINESS TO BUSINESS SALES ellI q, �� - CATCH BASINS NlQ t1JTNAN� rG c' M'aintenance Conditions When Maintenance Results Expected Component Defect Is Needed When Maintenance is Performed General Trash & Debris Trash or debris of more than 1/2 cubic No trash or debris located immediately in (Includes foot which is located immediately in front front of catch basin opening. Sediment) of the catch basin opening or is blocking capacity of basin by more than 10%. Trash or debris (in the basin) that No trash or debris in the catch basin. exceeds 1/3 the depth from the bottom of basin to invert of the lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe Inlet and outlet pipes free of trash or ., blocking more than 1/3 of its height. debris. Dead animals or vegetation that could No dead animals or vegetation present generate odors that would cause within the catch basin, complaints or dangerous gases (e.g., methane). Deposits of garbage exceeding 1 cubic No condition present which would attract foot in volume. or support the breeding of insects or rodents. Structural Damage Corner of frame extends more than 3/4 Frame is even with curb. j to Frame and/or inch past curb face into the street (if Top Slab applicable). Top slab has holes larger than 2 square Top slab is free of holes and cracks. inches or cracks wider than 1/4 inch (intent is to make sure all material is running into the basin).. Frame not sitting flush on top slab, i.e., Frame is sitting fluh on top slab. separation of more than 3/4 inch of the frame from the top slab. Cracks in Basin Cracks wider than 1/2 inch and longer Basin replaced or repaired to design Walls/Bottom than 3 feet,any evidence of soil particles standards. entering catch basin through cracks, or maintenance person judges that structure _ I is unsound. - Cracks wider than 1/2 inch and longer No cracks more than 1/4 inch wide at the .x than 1 loot at the joint of any inlet/outlet joint of inlet/outlet Pipe. pipe or any evidence of soil particles entering catch basin through cracks. Settlement/ Basin has settled more than 1 inch or has Basin replaced or repaired to design I` i Misalignment rotated more than 2 inches out of - standards. alignment. Fire Hazard Presence of chemicals such as natural No flammable cl emicals present. gas, oil, and gasoline. Vegetation Vegetation growing across and blocking No vegetation bx. ing opening to basin. more than 10%of the basin opening. g Vegetation growing in inlet/outlet pipe No vegetation a met growth present. joints that is more than six inches tall and less than six inches apart. I i ' Pollution Nonflammable chemicals of more than No pollution present other than surface 1/2 cubic foot per three feet of basin film. length. 4 WAS HiNGTON, SURFACE WATER COUNTY, S _ CATCH BASINS (Continued) Results Expected Conditions When Maintenance When Maintenance Is performed ,I Maintenance is Needed Component Detect partially in lace. Catch basin cover is closed. Cover is missing or only P Y p .tch Basin Covet Cover Not in Place y open catch basin requires i maintenance. Mechanism opens with proper tools. Locking Mechanism cannot be opened by one i maintenance person with proper tools. Working ing Not Boils into frame have less than 1/2 inch of thread. Cover Difficult to One maintenance person cannot remove maintenance person. by one _ ver can be lid after applying 801bs. of lift;intent is Remove keep cover from sealing off access to maintenance. Ladder meets design standards and Ladder is unsafe due to missing rungs, allows maintenance persoo safe access. adder Ladder Rungs misalignment, rust,cracks, or sharp Unsafe edges. - Grate with opening wider than 7/8 Inch. Grate openings meet design standards. Metal Grates (if applicable) Grate free of trash and debris. Trash and Debris Trash and debris that is_biocking more than 20% of grate surface. Grate is in place and meets design Damaged or Grate missing or broken members) of standards. Missing the grate. a �dF,STATQ�p 04 � yq� STATE OF WASHINGTON STATE BUILDING CODE COUNCIL 906 Columbia Street SW • P.O. Box 48300 • Olympia, Washington 98504-8300 • (360) 586-0486 ki STATE BUILDING CODE INTERPRETATION NO. 96-12 1994 Uniform Building Code(UBC) SECTION: 2902.3 and Table 29-A s k3; QUESTION: UBC 2902.3 allows a single unisex toilet facility for four (4) or r fewer employees in Groups B, F, H, M and S Occupancies. Table 29-A, footnote 6, which applies to the entire table, allows for a single unisex toilet facility for an occupant load of less than ten (10). It appears that the requirement in 2902.3 is specific for the employees, while footnote 6 is specific for the building. Does this mean that toilet facilities are required for the public areas of Group B, F, H, M and S Occupancy buildings? ANSWER: Yes. Toilet facilities need to be available to the public. However, to arrive at this conclusion more directly, please note that Section 2902.1. General, applies Section 2902.3 and Table 29-A to the entire building. SUPERSEDES• None REQUESTED BY: Pierce County November 1996 Administered by the Department of Community,Trade and Economic Development La STORM DRAINAGE REPORT for ISLAND FARM & PET STORE Site: 1010 24th St Anacortes, WA rej Lszc� Mayy20, 1998 PERCO Job #98029 o� � �U NAL�tZ 6-23- 3- , Owner Prepared by: , Jan Postler RECEIVED PERCO ENGINEERING 1015 - 14th St. 9902 -270th NW Anacortes,WA 98221 AUC 14 1998 Stanwood ,WA 98292 PH:(360) 629-3308 PH: (360) 629-6710 :yU�wuvu Ut1' I c PERCO ENGINEERING Dan Parrent Professional Engineer 9902 270th St. NW Stanwood, WA 98292 Telephone(360) 629-6710 May 20, 1998 PROJECT: Storm Er Site Engineering Plans for Jan Postler Site: Proposed Retail Feed Store 1010 24th St. Anacortes, WA Overview A Retail Feed Er Seed Store is proposed for lots 15,16, Er 17 in Block 8 of the plat of "First Addition to the City of Anacortes". Associated parking , sewer, water, sidewalks, and storm detention facilities will be a part of the engineering design to meet local code requirements. The rectangular 100' x 90' parcel faces 24th St.just 90' west of the Commercial Avenue intersection. EXISTING CONDITIONS: Tall grass now covers the site which is sloped at 24% north to east. The parcel will be cleared and 2-3' of clayey soils removed to be replaced with suitable fill. New fill will be compacted to provide competant bearing for pavement and structures. Existing utilites including electricity, water, and gas are available on site. Electricity is on the northeast and southwesterly corners, water and gas meters are at the southwest corner, and a sewer stub is available at the center of lot 16 in the alley to the north. A storm drainage pipe will be extended from the Commercial Avenue westerly up to the Postler site, along 24th street. . Minimal upstream offsite area is tributary to the property due to the existing gutter along 24th Street, however a small 6" PVC conveys runoff from the adjacent parking area to the southwest. Downstream Drainage Analysis: The 1(4 mile downstream analysis identifies existing and potential flooding,conveyance restrictions, and erosion . A site visit was done 4(29 f98 to investigate those items described as follows: Postler Drainage Report PERCO#98029 5 f20f98 DRP Page YZS_ Stor_n water leaves the site in a sheetflo,,, pattern to ueint( -cepted within the Commercial Avenue storm conveyance system at the 24th St intersection. An existing catchbasin at Commercial Avenue approximately 100' east of the parcel receives storm water from an existing gutter and conveys them through a 12" CP - 60' east to a manhole. Approximately 450' further west within 24th St., the pipe daylights into a 3'wide x 3' deep vee shaped ditch. 200' further west water from the ditch enters an 8" ADS and travels another CB 75'further west. A 12" CP then turns south to cross beneath 24th St. and then 40' west. It appears a local collection pipe then directs storm water 850' feet north to 22nd St. and then west to finally discharge into the Sound. No erosion nor flooding was observed along the drainage corridor, however due to the minimal grades capacity may be somewhat limited for significantly large storms. DEVELOPED CONDITIONS New impervious areas proposed will include approximately 5000 SF of pavement and 4000 SF of rooftop area. Landscaping will be developed along the right-of-way to a sum in excess of 5% of the proposed onsite parking. Storm runoff will be detained within an underground pipe then discharged to 24th St storm system with a small pump. The SCS(SBUH stormwater simulation method is used to determine pre & post developed storm runoff rates and volumes with the King County computer software. Hydrologic Group "C" is common for the Puget Sound region and will establish the CM values for antecedent soils conditions. Developed peak rates for the developed 2, 10 Er 100 year 24 hour storm runoff will restricted to slightly over the 2 year predeveloped rate . This discharge rate will be most efficient for the 1/4hp pump given the very small rate of flow and low head. A standby gas pump to be used for lengthy power outages is included in the design for cases where a loss of power might occur during a significant storms. A staged discharge will begin at approximately 1 foot above the detention pipe invert the equivalent of the 2 year developed storage level. Pumping will continue continuously for all storms up to and including the 100 year developed storm until water levels fall back to the invert of the detention pipe. Potential overflows above the 100 year developed elevation will overflow the CB into the alley and be collected within Commercial Avenue. Analysis by: Dan Parrent, P.E. Postler Drainage Report PERCO#98029 5/20/98 DRP Page 2 �Z5 E/rl� �//JCS G©fib r i!cam. Iv S 1 ;4e, .4 O. 2 / BS Ale 115 �'S = c5" !<!91� C tears D. 8 3 /25- �;F?s c_.._ •�' Esc`, �i'J �2��" 4 TT = _ — _ _ _ - - - - - - - a � 1 II I i ❑ o II I JILw Fill I I � rl i I b d I I ) oil I / I � O xl it / `_. — � •�I ——N---- ------- o £b. � I J H ►► Z R r w z e� z a — - - - - - - - - - - - - - o / I t4 OL Oil II / 11 r- - II X I \ ` to I lot EI -. t � 3 N i PRE- DEVEL.O D STORM HYDR )GRAPH KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4.20 I - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 -ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 -PLOTHYD 8 -DATA 9 - RDFAC 10 - RETURN TO DOS ENTER OPTION: SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: I S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR),DURATION(HOUR),PRECIP(INCHES) 2 24.00 1.50 ---------------------------------------- ------------------------- - ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP. ********* -------------------------------------------------- - - - - - - - - ENTER: A(PERV), CN(PERV), A(RAPERV), CN(IMPERV), TC FOR BASIN NO. 1 .2 85.0 .0 98.0 1.9 DATA PRINT-OUT: POSTLER STORM DRAINAGE REPORT PERCO 998029 5/7/98 Page /S AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .2 85.0 .0 98.0 1.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .02 7.67 391 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 2.EX SPECIFY: C - CONTINUE,N -NEWSTORM,P -PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR),PRECIP(INCHES) 10 24.00 2.35 ---------------------------------------- ------------------------- - ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.35" TOTAL PRECIP. ********* - - - - - - -- -- - -------------------------------------------------- - - - - - - - - ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IlVIPERV), TC FOR BASIN NO. 1 .2 85.0 .0 98.0 1.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(NIINUTES) A CN A CN .2 .2 85.0 .0 98.0 1.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .07 7.67 885 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 10.EX POSTLER STORM DRAINAGE REPORT PERCO#98029 5/7/98 Page B/ SPECIFY; C - CONTINUE,N-NEWSTORM, P -PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-1ARAINFALLDISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR),PRECIP(INCHES) 25 24.00 2.70 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IADISTRIBUTION ******************** ********* 25-YEAR 24-HOUR STORM **** 2.70" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .2 85.0 .0 98.0 1.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS .TC(MINUTES) A CN A CN .2 .2 85.0 .0 9&0 1.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .09 7.67 1111 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 25.EX SPECIFY: C - CONTINUE, N -NEWSTORM, P -PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-lA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 POSTUR STORM DRAINAGE REPORT PERCO#98029 5/7/98 Page ..9 S S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100 24.00 3.40 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.40" TOTAL PRECIP. ********* ---------------------------------------------- ---------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .2 85.0 .0 98.0 1.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(M -4UTES) A CN A CN .2 .2 85.0 .0 98.0 1.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .14 7.67 1586 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 100.EX SPECIFY: C - CONTINUE,N -NEWSTORM, P =PRINT, S - STOP N STORM OPTIONS: l - S.C.S. TYPE-IA 2- 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL,DIS'I'ItIBUTION ENTER: FREQ(YEAR), DURATION(HOUR),PRECIP(INCHES) 2 24.00 1.50 POSTLER STORM DRAINAGE REPORT PERCO#98029 5/7/98 Page /�Z� DEVELOPED .NORM U"ROGRAPHS ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .0 86.0 .2 98.0 .9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .0 86.0 .2 98.0 .9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .09 7.67 976 ENTER [d:][path]filenatne[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 2.DEV SPECIFY: C - CONTINUE,N-NEWSTORM,P - PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-lA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: I S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR),PRECIP(INCHES) 10 24.00 2.35 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.35" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .0 86.0 .2 98.0 .9 POSTLER STORM DRAINAGE REPORT PERCO#98029 5/7/98 Page /J� DATA PRINT-OUT: AREA(ACRES) PERVIOUS POPERVIOUS TC(MINUTES) A CN A CN .2 .0 86.0 .2 98.0 .9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .15 7.67 1617 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 10.DEV SPECIFY: C - CONTINUE, N - NEWSTORM, P -PRINT, S - STOP N STORM OPTIONS: 1 - S:C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 25 24.00 2.70 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IADISTRIBUTION ******************** ********* 25-YEAR 24-HOUR STORM **** 2.70" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .0 86.0 .2 98.0 .9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IlVIPERVIOUS TC(MINUTES) A CN A CN .2 .0 86.0 .2 98.0 .9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .18 7.67 1883 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 25.DEV POSTLER STORM DRAINAGE REPORT PERCO#98029 5/7/98 Page /Z/ SPECIFY: C - CONTINUE,N -NEWSTORM, P - PRINT, S STOP N STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100 24.00 3.40 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.40" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .0 86.0 .2 98.0 .9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MMUTES) A CN A CN .2 .0 86.0 .2 98.0 .9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .22 7.67 2414 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 100.DEV SPECIFY: C - CONTINUE, N -NEWSTORM, P - PRINT, S - STOP S Stop -Program terminated. POSTLER STORM DRAINAGE REPORT, PFRCG#"029 5/7/98 Page 131 G f From Table Enter a variable length STAGE d/D N-Q^Z A of pipe 0.2 1 0.1 y 0.1 8.20 0.4 2 0.2 0.112 22.40 PIPE DIA= 2 0.6 3 0.3 0.198 39.60 LEN = 50 0.8 4 0.4 0.293 58.60 INCREMENT = 0.2 1 5 0.5 0.393 78.60 1.2 6 0.6 0.492 98.40 1.4 7 0.7 0.587 117.40 1.6 8 0.8 0.674 134.80 1.8 9 0.9 0.745 149.00 2 10 1 0.785 157.00 / /✓D �� i (JS�D ��b�S�C��J 0.3 1 0.1 0.041 18.45 0.6 2 0.2 0.112 50.40 PIPE DIA= 3 0.9 3 0.3 0.198 89.10 LEN = 50 US E 1.2 4 0.4 0.293 131.85 INCREMENT = 0.3 1.5 5 0.5 0.393 176.85 � 1.8 6 0.6 0.492 221.40 2.1 7 0.7 0.587 264.15 2.4 8 0.8 0.674 303.30 2.7 9 0.9 0.745 335.25 t� s� `(� 15 3 10 1 0.785 353. �p J� L F 0.3 1 0.08 0.029 23.20 Tb 1 M.&,-f,_)C-I G 0.6 2 0.15 0.074 59.20 PIPE DIA= 4 0.9 3 0.23 0.136 108.80 LEN = 50 1.2 4 0.30 0.198 158.40 INCREMENT = 0.3 1.5 5 0.38 0.274 219.20 1.8 6 0.45 0.343 274.40 2.1 7 0.53 0.423 338.40 2.4 8 0.60 0.492 393.60 2.7 9 0.68 0.569 455.20 3 10 0.75 0.632 505.60 3.3 11 0.83 0.697 557.60 3.6 12 0.90 0.745 596.00 3.9 13 0.98 0.782 625.60 4.2 14 1.05 0.785 628.00 C0 Lc')m ✓ GF S D GecU(,4p CoN T I Lol5c�{ 0/ HYDRAULIC )PERTIES OF PIPE ARCH FLOWING PART ILL A Table 6 Values of Bp T Determination of Area - .d .00 .01 .02 '.0.7 .0a .OS .06 .07 .08 .09 d = Depth of flaw D D = Rise of conduit D .1 .072 .081 .090 .100 .109 .119 .128 .138 .148 B = Span of conduit d .2 .157 .167 .177 .187 .297 . 07 . 1 .226 .236 .247 A = Area flow 6 .3 .257 .Z67 .277 .287 .297 .307 .316 .326 .336 .346 R = Hydraulic lic radius .4 .356 .365.375 .385 .394 4D4 .413 .423 432 442 .5 .451 .460.470 479 .488 .497 .506 .515 .524 .533 T = Top width of flow .6 .541 .550.559 .567 .57 6 .584 .592 .600 .608 .616 .7 .624 .632.640 .647 .655 .662 .670 .677 .684 .690 Table 8 T .8 .697 .704,710 .716 .722 .728 .734 .740 .745 .750 Determination of Top Width Values of B .9 .755 .760.764 .769 .772 .776.780 .783 .785 .787 1.0 .788 1d .00 .01 .02 .03 .04 .05 .06 .07 .08 .09 Table 7 D Determination of Hydraulic Radius Values of p .1 .900.91a .927 .938 .948 .956 .964 .971 .976 e 00 .01 .02 .03 .04 .05 .06 .07 .08 .09 .2 .982 .986 990 .993 .995 .997 .998 .998 .998 .999 D .3 .997 .996 .995 .993 .991 .989 .987 .985 .982 .979 .4 .976 .971 967 .964 .960 .956,951 .947 .942 .937 .1 .078.086 .094 .102 .110 .118 .126 .133 .141 .5 .932 .927 .921 .916 .910 .904 .897 .891 .8841.877 .2 .148 .156.163 .170 .177 .184 .191 .197 .204 .210 .6 .870 .863 855 .847 .839 .830.822 .813 .803 .794 .3 .216 .222.228 .234 .240 .245 .250 .256 .261 .266 .7 ,784 .773 763 .752 .741 .729 .717 .70a .691 .678 ,4 .271 .275.280 .284 ,289 .293 .297 .301 .305.308 .8 .664 .649 634 .618 .602 .585 .567 .548 .528 .508 .5 .312 .315.319 .322 .325 328 .331 .334 .337 .339 .9 .486 .462 .437 .410 .381 .349 .313 .272 .223 .7 58 .6 .342 .344 .346 .348 .350 352 .354 .355 .357 . .7 .360 .361 .362 .363 .363 .364 .364 .365 .365.365 .8 .365 .365.364 .364 .363 .362.361 .360 .359.357 .9 .355 .353 .350 .348 .344 .341 .337 .332 .32 6.318 1.0 1.2991 HYDRAULIC PROPERTIES CIRCULAR CONDUITS FLOWING PART FULL Table 9 A T ol. Determination of Area Values D 2 _ �---� d .00 .Ol .OZ .03 .04 .06 .OB .07 .00 .09 D = Diameter D d = Depth of Flow .0 000 .001 004 .007 .011 015 .019 .024 .029 .035 A = Area of Flow 0 .1 .041 .047 053 .060 .067 .074 ,081 .089 .096 .104 - d .2 .112 _120 128 .136 .145 .154 .162 .171 .180 .189 R = Hydraulic Radius .3 .198 207 .217 .226 .236 .245 .255 .264 .274 .284 T = Top Width A .293 .303 .313 .323 .333 .343 .353 .363 .373 .363 .5 .393 .403 413 423 .433 .443 453 .462 472 .482 .6 492 502 512 521 .531 .54 .550 .559 .569 .578 j 7 .587 .596 .605 .614 .623 .632 640 .649 .657 666 Table 11 Values of T .8 .674 .681 689 .697 .704 719 725 .732 .738 Determination of Top Width D 9 .745 .750 .756 .761 .766 .771 .775 .779 .782 .784 1.0 .785 p .00 .01 .02 .03 .04 .05 .06 .07 .08 .09 Table 10 Values of R .0 .000 199 .280 .341 .392 .436 A57 .510 .543 S72 Determination of Hydraulic Radius D .1 .600 .626 .650 .673 .694 .714 733 .751 768 785 d 04 .� .� .� .08 ..09 .2 .800 .815 .828 .842 .854 .866 .877 .888 .898 908 D .M .� 1 .03 .3 .917 .925 .933 .940 .947 .954 .960 .966 .971 .975 4 .980 .984 .987 .990 .993 .995 .997 -998 .999 1.000 .0 .000 .007 013 .029 .026 .033 .039 .045 .051 .057 .5 1.000 1.000 9% .998 .997 .995 .993 .990 .987 .984 .1 063 .070 075 .081 .087 .093 .099 .104 .110 .115 .6 .980 .975 .971 966 -960 954. .947 .940 933 .925 2 .121 .126 .131 .136 .142 .147 .152 .157 .161 .166 7 .917 .908 898 .888 .877 866 .854 .842 .828 .815 .3 .171 176 .180 .185 .189 .193 198 202 .206 .210 .8 .800 .785 .768 .751 .733 4 .694 .673 .650 626 - 4 214 .218 222 .226 .229 .233 .236 .240 .243 .247 .9 W0 .572 .543 510 .475 436 .392 .341 ,280 1 .199 i .5 250 .253 .256 .259 .262 .265 .268 .270 .273 .275 1.0 000 .6 .278 .28 1 .282 .284 .286 . .290 .292 .293 .295 .7 .296 298 .299 .300 .301 02 .302 .303 .304 .304 i.e. Given d = 3 ft., D - 4 ft.,p`3 = 0.75, .8 .304 304 .304 .304 .304 .303 .303 .302 .301 .299 .9 .298 296 .294 .292 .289 .286 .283 .279 .274 .267 A R T t 0 250 From Tables:my 0.632,p- 0.30, and p= 0.866 CASCADE CULVERT P.O. Box217 Arlington. Washington 98223-0217 Area Code206-435-2181 Division of ATV Records, Incorporated Telex: 15-2461 HYD KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4 .20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 - PLOTHYD 8 - DATA 9 - RDFAC 10 - RETURN TO DOS ENTER OPTION: 3 RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY [d: ] [path] filename [ .ext] OF ROUTING DATA RTEA. IT DISPLAY ROUTING DATA (Y or N) ? Y ROUTING DATA: STAGE (FT) DISCHARGE (CFS) STORAGE (CU-FT) PERM-AREA(SQ-F ) . 00 . 00 . 0 . 0 FUM10OFF . 30 . 00 18 . 5 . 0 . 60 . 00 50 .4 . 0 . 90 . 00 89 . 1 . 0 PUnAP Old 1 .20 . 05 131 . 9 . 0 1 . 50 . 05 176 . 9 . 0 1 . 80 . 05 221 .4 . 0 2 . 10 . 05 264 . 1 . 0 2 .40 . 05 303 .3 . 0 2 . 70 . 05 335 .3 . 0 3 . 00 . 05 353 .3 .A 3 . 30 . 05 669 . 1 . 0 3 . 60 . 05 715 .2 . 0 3 . 90 . 05 750 . 7 . 0 4 . 20 . 05 753 . 6 . 0 4 .50 . 05 1090 .3 . 0 4 . 80 . 05 1290 . 3 . 0 AVERAGE PERM-RATE : . 0 MINUTES/INCH ENTER [d: ] [path] filename [ .ext] OF COMPUTED HYDROGRAPH: 2 .DT1 V INFLOW/OUTFLOW ANALYSIS : PEAK-INFLOW02-VS) PEAK-OUTFLOW (CFS) OUTFLOW-VOL'(CU-FT) . 09 . 05 954 INITIAL-STAGE (FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) . 00 7 . 83 1 .32 PEAK STORAGE : 140 CU-FT ENTER Ed: ] [path] filename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 2 .OUT FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE C ENTER [d: l [path] filename [ .ext] OF COMPUTED HYDROGRAPH: 10 .DEV INFLOW/OUTFLOW ANALYSIS : PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL(CU-FT) . 15 . 05 1506 INITIAL-STAGE (FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) . 00 8 . 00 1 . 91 PEAK STORAGE : 230 CU-FT ENTER [d: ] [path] filename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 10 .OUT FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE C ENTER [d: ] [path] filename [ .ext] OF COMPUTED HYDROGRAPH: 25 .DEV INFLOW/OUTFLOW ANALYSIS : PEAK-INFLOW (CFS) PEAK-OUTFLOW (CFS) OUTFLOW-VOL (CU-FT) . 18 . 05 1692 INITIAL-STAGE (FT) TIME-OF-PEAK(HRS) PEAK-STAGE-ELEV(FT) . 00 8 . 00 2 .23 PEAK STORAGE: 280 CU-FT ENTER [d: ] (path] filename [ . ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 25 .OUT FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE 2� ENTER Ed: I [path] f ilename [ .ext] OF COMPUTED HYDROGRAPH: 100 .DEV INFLOW/OUTFLOW ANALYSIS : PEAK-INFLOW(CFS) PEAK-OUTFLOW (CFS) OUTFLOW-VOL (CU-FT) .22 . 05 2364 INITIAL-STAGE (FT) TIME-OF-PEAK (HRS) PEAK-STAGE-ELEV(FT) . 00 8 .50 3 . 03 PEAK STORAGE: 380 CU-FT ENTER [d: I [path] filename [ •ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 100 .OUT FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE S KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4 .20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 - PLOTHYD 8 - DATA 9 - RDFAC 10 - RETURN TO DOS ENTER OPTION: z,� APPENDIX KING C O U iV T Y, W A S H I N G T O N, SURFACE WATER DESIGN MANUAL TABLL 3.5.213 SCS WES'I ERN WASHINGTON RUNOFF CURVE NUMBERS SCS 'WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A '.. rainfall distribution, 24-hour storm duration. CURVE NUMBERS BY HYCROLOGIC SOI GROUP LAND USE DESCRIPTION A B C D - Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed or older second growth n2 6a 76 81 Wood or forest land: young second growth or brush 55 72 81 -66 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% or more of the area 68 80 86 00 fair condition: grass cover on 50% to 75/, of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 - Dirt roads and parking lots 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) .Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 - 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 , Planned unit developments, /, impervious condominiums, apartments, must be computed commercial business and industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. 3.5.2-3 H092— I' zr KING COUNTY, WASHIN.GTON, SURFACE WATER DESIGN MANUAL FIGURE 3,5_'A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY HYDROLOGIC HYDROLOGIC SOIL GROUP GROUP` SOIL GROUP GROUP'. derwood CC Orcas Peat D _ s, erwood Material C Oridia D Arents, Everett Material B - Ovall C Beausce C Pilchuck C - Bellingham D Puget D Briscot D Puyallup a - Buckley D Ragnar B - Coastal Beaches Variable Renton D Eartmont Silt Loam D Riverwash Variable Edgewick C Salal C Everett A- Sammamish D Indianola A - Seattle D Kitsap C Shacar D Klaus C - Si Silt C Mixed Alluvial Land Variable Snohomish D Neilton A - Sultan C Newberg B Tukwila D Nooksack C Urban Variable Normal Sandy Loam D Woodinville D HYDROLOGIC SOIL GROUP CLASSIFICATIONS A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and consisting chiefly of deep, well-to-excessively drained sands or gravels. These soils have a high rate of water transmission. B. (moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. These Soils have a moderate rate of water transmission. C. (Moderately high runoff potential). Soils having slow Infiltration rates when thoroughly wetted, and consisting chiefly of soils with a layer that impedes downward movement of water, or soils with moderately fine to fine textures. These soiis have a slow rate of water transmission. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential, soils with a permanent high water table, soils with a hardpan or clay layer at or near the surface, and shallow soils over nearly impervious material. These soils have a very slow rate of water transmission. • From SCS, TR-55, Second Edition, June 1936, Exhibit A-1. Revisions made from SCS, Sol Interpretation Record, Form #S; September 1983. 3.5.2-2 K I IN ki L V V IN I I, YV H J l?16LE 3S:2C "n" AND "k" VA'' -'ES USED IN TIME CALCULATIONS Ff- HYDROGRAPHS [n Sheet Flow Equation Manning's Values(For the Initial 300 h 0(travel) - n.. Q, Sn th SudeceS(Concrele,asphalt,gravel,a bare hard packed soil) 0.011 Fa4av fields 0r loose soil sudacc(no residue) 005 Comated soil will,residue cover(s <= 0.20 ft/h) 0.06 pc':aled sail with residue cover IS> 0.20 1t/h) 0.17 stin Pmime grass and lawns .. - .. -. 0.15 0.24 L\+se grasses ft, nuda grass 0.41 Rage(natural) 0.13 v:mds or forest with light underbrush 0.40 Weeds or forest with dense underbrush 0.80 •,.mooing values for sheet flow only,from Overton and Meadows t976(See TR-55. 1986) -k'Values Used In Travel Time/Time of Concentration Calculations SZaiiow Concentrated Flow (After the Initial 300 ft.of sheet flow.R -0.1) it. L T= 1. Forest with heary ground liner and meadows(n=0.10) - 3 / V[ ✓�f 2. Brushy ground with some trees(n - 0.0(50) 5 3. Fellow or minimum tillage cultivation in =0.040) 8 4. High grass(n= 0.035) 9 5. Shod grass,pasture and lawns(n=0.030) 11 6. Nearly bare ground(n=0025) 13 r. Paved and gravel areas(n=0.012) 27 G,annel Flow(Intermittent)(At file beginning of visible channels:R-0.2) k, I. Forested Swale with heavy ground litter in =O.tO) - 5 2. Forested tlmiiage eowse;rahme with defined channel bed(n=0.050) 10 3. Rock-fined waterway(n=0035) 15 4. Grassed waterway(n=0.030) 17 5. Earth lined waterway(n=0.025) 20 6 CMP pipe(o=0.024) 21 r. Concrete pipe(0.012) 42 B. Other waterways and pipes 0.508/n Channel Flow(Continuous stream,R = 0.4) k, 9. Meandering stream will,some pools in =O.OQ) 20 10. Rock-lined stream(n-0.035) 23 1t. Grass-lined stream(n-0.030) 27 12. Other streams,man-made channels and pipe 0.807/n" --see Chapter 5,Table 5.3.6C for additional Mannings'n'values for open channels , 3.5.2-7 - Z / I 49 OLGA 0 \ s n s l FRIDAY HARBOR PORT Y 0 3. �� ILI 3C tea— a NEtAYcl— � f 7; — � /,45 8` i /1 J 9 � iou @� 90160 � 2 ji: _ ✓ SEAT tE 1✓ 40 88 a % 90 , 65 �00 90 60 COMA f7 r� 47 \ ABEGCDEEN ti r �aOCENT KU a j �80e� 6u va /80. ; ul Cal 46 4 � � '� ,��� I �50 , ael C 100-YEAR 24 OUR PRECIPITATION 40 / 3 �-34—ISOPLUVIA S OF 100 -YEAR 24-HOUR �� Du\ \ .s�0�= PRECIPITATION IN TENTHS OF AN INCH e5�\ 5 NNUAL 50 5rK i I 122 124 123 ¢ ,�� - .• :.- � .�. .� �`- ice. r s'' 9y fir• Ci ' ' 1 •1 1 I 1 ' • LATERAL WIND LOADING STRUCTURAL ANALYSIS for ISLAND FARM & PET STORE Site: $ 1010 24th St B PA ✓�/i��9 Anacortes, WA Cy A May 20, 1998 z PO 307Z4 Q �4 +Ad'o��-'BTL•St4. l.� PERCO Job #98029 ^f�NAL��� ::tPIR"cS 6•23- 7�0 Owner RECEIVED Prepared by:: Jan Postler PERCO ENGINEERING 1015 - 14th St. JUN 01 1998 9902 -270th NW Anacortes,WA 98221 Stanwood ,WA 98292 PH:(360) 629-3308 i3UILLANG DEPT PH: (360) 629-6710 W" . PERCO ENGINEERING Dan Parrent Professional Engineer 9902 270th St NW Stanwood„WA 98292 Telephone(360)629-6710 5/20/98 Lateral Loading Calculations For: Jan Postler Island Farm & Pet 1015 - 14th St Anacortes, WA 98221 Ph: (360) 629-3308 Project: Feed & Seed Store on 24th St in Anacortes Lateral Load Design Basis: Basic Wind Speed: 80 mph Wind Exposure: B Seismic Zone: 3 Note: Wind forces are larger than seismic forces so wind governs. Wind Design Pressure P= CeCggslw Iw=1.0Importance Factor Standard Occupancy; UBC Table 16K qs= 16.4 Stagnation Pressure for 80 mps from UBC 16F. Cq=1.3 Pressure Coefficient from UBC Table 16H (Method 2) Exposure factor from UBC table 16-G Ce=0.62 15' AGL =0.67 15-20' =0.72 20-25' =0.76 25-30' P= Cex 1.3x 16.4x 1.0 = Cex21.32 13.221b/ft2 @ 0-15' AGL =14.28lb/ft2 @ 15-20' =15.351b/ft2 @ 20-25' =16.20lb/ft2 @ 25-30' 5/20/98 Lateral Loading Calculations ( ont'dl For: Jan Postler Island Farm & Pet Anacortes Site Wind Loads Uniformly distributed force to Morizontat Diaphrams.. 0-15' wb=> (10/2 + 5) 13.22 psf= 132.20 lb/ft 15-17.4' wr=> (2.4)14.28 psf= 34.27 lb/ft " w " total = 162.47 lb/lin ft. Reaction Formula: R=wL/2 Using individual lengths between shear walls Shear Force: V=R/len of shear panels (within each panel per lineal foot) 44.5 � I b Vl�W Z Sbiecr .- �uc�C� raw) 3.6 z >, z¢ r &z /e-s O/o s "ems l�E 4-4,5 I / i G� �/✓ ,� �c.t � :���t �n e. 'j l-.-t"ram.g'� r'�.�. i_..r k� . f-I ee C'G';; V f ze- Y+ q . viC/ Gam = Z- �ZZ-u c 1, it/o C, /0 / !�l z /5 t G� _ 075- #z 13C2 52- 14- s 78 7 f/tz (o . i� /z ¢� O • /7� Z-t�7a cL. �Jecc-lr0 n Y✓1dX >O 2¢o /d. � (12-) `40 Roof Beam[ 94 UBC(91 NDS) 1 Ver. V4052544 By: Dan Parrent , PERCO ENGINEERING on: 05-21-1998 Project: POSTLER- Location: GARAGE DOOR HDR Summary: 5.50 IN x 11.50 IN x 10.16 FT /#1 - DOUGLAS FIR-LARCH -Dry Use Section Adequate By: 18.8% Controlling Factor: Area/Depth Required 9.98 In Deflections: Dead Load: DLD= 0.06 IN Live Load: LLD= 0.12 IN = U976 Total Load: TLD= 0.18 IN = U674 Reactions (Each End): Live Load: RL= 2953 LB Dead Load: RD= 1323 LB Total Load: RT= 4276 LB Bearing Length Reqd.: BL= 1.24 IN Beam Data: Span: L= 10.16 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 4.00 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: L/ 180 Beam Loadinq: Live Load: LL= 25 PSF Side One: Roof Dead Load: DL1= 10 PSF Roof Rafter Tributary Width: TW1= 22.25 FT Side Two: Roof Dead Load: DL2= 10 PSF Roof Rafter Tributary Width: TW2= 1.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladl= 10.16 FT Beam Live Load W/Slope Red'n: wL= 581 PLF Beam Self Weiqht: BSW= 15 PLF Beam Total Dead Load: wD= 260 PLF Total Maximum Load: wT= 842 PLF Controllinq Total Desiqn Load wToont= 842 PLF Properties For: #1- DOUGLAS FIR-LARCH Bendinq Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb'(Tension): Fb'= 1553 PSI Adjustment Factors: Cd=1.15 Cf=1.00 Fv': Fv'= 98 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 10861 FT-LB Shear((a) d from beam end): V= 3469 LB Comparisons With Required Sections: Section Modulus: Sreq= 84.0 IN3 S= 121.2 IN3 Area: Areq= 53.3 IN2 A= 63.2 IN2 Moment of Inertia: Ireq= 186.3 IN4 1= 697.0 IN4 Roof Beamf 94 UBC (91 NDS)1 Ver. V4062544 By: Dan Parrent , PERCO ENGINEERING on: 05-21-1998 Project: POSTLER-Location: 8'WINDOW HEADER Summary: 5,50 IN x 9.50 IN x 8.0 FT /#1 -DOUGLAS FIR-LARCH - Dry Use Section Adequate By: 26.5% Controlling Factor: Area/Depth Required 7.84 In Deflections: DLD= 0.04 IN Dead Load: LLD= 0,09 IN= L/1127 Live Load: TLD= 0.12 IN= L/781 Total Load: Reactions (Each End): RL= 2325 LB Live Load: RD= 1031 LB Dead Load: RT= 3356 LB Total Load: BL= 0.98 IN Bearing Length Regd.: Beam Data: L= 8.0 FT Span: Lu= 0.0 FT Maximum Unbraced Span: RP= 4.00 : 12 Pitch Of Roof: L/ 240 Live Load Deflect. Criteria: L/ 180 Total Load Deflect. Criteria: Beam Loading: LL= 25 PSF Live Load: DL1= 10 PSF Side One: Roof Dead Load: TW1= 22.25 FT Roof Rafter Tributary Width: DL2= 10 PSF Side Two: Roof Dead Load: TW2= 1.0 FT Roof Rafter Tributary Width: Cd= 1.15 Roof Duration Factor: Slope Adjusted Lengths and Loads: Ladj= 8.0 FT Adjusted Beam Length: wL= 581 PLF Beam Live Load W/Slope Red'n: BSW= 13 PLF Beam Self Weight: wD= 258 PLF Beam Total Dead Load: wT= 839 PLF Total Maximum Load: wTcont= 839 PLF Controlling Total Design Load: Properties For:#1-DOUGLAS FIR-LARCH Fb= 1350 PSI Bending Stress: Fv= 85 PSI Shear Stress: E= 1600000 PSI Modulus of Elasticity: Fcperp= 625 PSI Stress Perpendicular to Grain: _ Adjusted Properties: Fb'= 1553 PSI Fb'(Tension): Adjustment Factors: Cd=1.15 Cf=1.00 Fv'= 98 PSI Fv': Adjustment Factors: Cd=1.15 Design Requirements: M= 6712 FT-LB Maximum Moment: V= 2692 LB Shear(0 d from beam end): Comparisons With Required Sections: Sreq= 51.9 IN3 Section Modulus: S= 82.7 IN3 Area: Areq= 41.4 IN2 A= 52.2 IN2 Moment of Inertia: Iraq= 90.7 IN4 1= 392.9 IN4 PERCO ENGINEERING Shear Wall Schedule Per 94UBC Table 23-1-K-1 Panels to be 7/16"A5/32" Hemlock/Douglas Fir CDX 3 plywood with studs @ 16" O.C. IDENTIFIER CAPACITY SHEARWALL DESCRIPTION 3,4,5 HF/DF Unless otherwise specified all nails in field to be 12" OC.. SW1 260/320 One layer of CDX plywood nailed to studs with [520/640] 8d nails @ 6"@ edges and 12" OC in field. SW2 310/378 Same as SW1 but with 10d nails 6" OC @ edges. [620/7561 Double sheer wall..see footnote 4. SW3 1380/463 Same as SW1 but with 8d nails @ 4" OC@ edges. 1[760/926] SW4 460/561 Same as SW1 but with 10d nails 4" OC @ edges. 1[920/1122] SW5 490/578 Same as SW1 but with 8d nails @ 3" OC @ edges. 1[920/1156] SW6 600/750 Same as SW1 but with 10d nails 3" OC @ edges. 1[1200/1500] SW7 2640/780 Same as SW1 but with 8d nails @ 2" OC @ edges. 1,2[1280/1560] SW8 2770/962 Same as SW1 but with 10d nails 2" OC @ edges . 1,2[1540/1924] SW9 2870/1088 Same as SW1 but with 518 " OSB. GWB 650 1/2" Gypsum with 5d cooler nails @ 7" OC 1Offset panel joints to different studs on opposite sides of wall. 2AII joints and edges to be on 4x framing & nails staggered 2"O.C.. 3 Particle board grade 2-MW, of same thickness may be substituted for CDX Plywood. Protect from moisture before,during, and after installation. 4 All bracketed shear capacities are for shear panels installed both sides of wall. 5 Block all shear wall panel joints 6 These have been reduced 50% for seismic loading. 1994 UNIFORM BUILDING CODE 1994 UNIFORM BUILDING CODE 23-1-K-1-23-1-K-2 I Aso _ Z L C i{ Awl - y 5 A _ _ ? _ F r' !T E _ o - i - c _ _ c c o O u a rc- •- v _ - _ JI�Ni = N c LLZ a _ a U � 2 E �.' E OW ¢ m z =.cU o - - - W V - �N 'J Gam: E.L � _ - �> Cc) W b G.C< V J L •>_ x7l� = c - 00 J mE2o _ v= o c r ���_qu ZU i zomm - ±try, = 2,7 �na ¢li o c o 30 >_ N rl - _LL 0 �n I,l_ c O r o - 'n e -N c co v WO ¢ a E E u = y u All -:!E yG w w E Z r, r� .a vo v _ - oF ! e°v RLL c o = Es= 00 O CS Yam .,''y ¢ W y `n f,. V'• 3, r y= v V i O v. 3 "±Y.` 10i z t-m W E= v '_ c to mJE Nc_ =yc;; ° 3c _ E may c - GF J a oa ".oF -_ _ c E c - o= y F? 3c � ° 3 am�c mQ. mEAo e m 0 3 ou, a ° t- -- E .:cEo 3! -E>m - ''o.$ Nc c 6¢'I, E o._ OW, C C i V T _ ^O L C J= J Z ^ E rL� a C yl E. c R20 c 23 eb0 E z ?m - Ea o _ Q F C G F yO1 Eww� E E . �_ - =v .0 :1 � _m 3wz� E _� E - o� s E3u = . so c.Fh�.J E .` uw= MW1 Ea o _ _ Nc y _ o- LE 5 c . E_ N J1 J C E F n s x s v Eca ra iEQxu -3E � Oyoc ° YS E � o -G sx Emv �z � b N �` V�� -^ _� 0�. •E_O E �� .j i C L L 'p _ F c -j ALL =t m! r+ CN V .. •. 3 rm� °O� m :> V.y_J ^ CG = +. 6 �V C7 V..i � JjLC N�N J G CC � �� F GC � =l-F COJ j.OOO .^-j �� ja V �� Va _.q F= Q N GJ'�^--JJ¢ vV• � � E v�N C 2-903 I i 1 23-I-P-23-I-O 1994 UNIFORM BUILDING CO 4 e TABLE 23-1-P—ALLOWABLE SHEARS FOR WIND OR SEISMIC LOADING ON VERTICAL DIAPHRAGMS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY1 SHEAR VALUE 3-INCH(76 Mn,)NA IL SIZE AND APPLICATION NAIL SIZE SPACING AROUND PERIMETER AND IL (/52 ram)AT INTERMEDIATE POINTS 4.45 for N x 4'x 8' No. I 1 oage galvanized roofing nail (13 x 1219 x 2438 mm) 11/,"(38 mm)long,7/16"01 mm)head 1252 2 25/31"x 4'x 8' No. I 1 gage galvanized roofing nail (20 x 1219 x 2438 mm) 13/4" 144 ram)long,�/16"(11 ram)head 175 'Fiberboard sheathing diaphragms shall not be used to brace concrete or masonry walls. 'The shearvalue may be 175(778 N)for 1/2-inch x 4-foot x 8-foot(13 x 1219 x 2438 mm)fiberboard nail-base sheath- ing. TABLE 23-I-O—NAILING.SCHEDULE CONNECTION NAILINGI 1. Joist to sill or girder,toenail 3-9d 2. Bridging to joist,toenail each end 2-8d 3. 1"x 6"(25 mm x 152 mm)subfloor or less to each joist,face nail '-Rd 4. Wider than 1"x 6"(25 ram x 152 mm)subfloor to each' i 0 S[ face nail 3-8d j 5. 2 (51 ram)subfloor[0 lout or girder,blind and face nail �_ 16d . 6. Sole plate to joist or blocking,typical face nail Sole plate to joist or blocking,at braced wall panels I6d at 16"(406 mm)o.c. P 3-16d per 16"(406 mm) .I 7. Top plate to stud,end nail 2-I6d .: .i 8. Stud to sole plate 4-8d,toenail or 2-I6d,end nail 9. Double studs,face nail I6d at 24"(610 mm)o.c. 10. Doubled top plates,typical face nail I6d at 16"(406 mm)o.c. IDouble top plates,lap splice 8-I6d 11. Blocking between joists or rafters to top plate,toenail 3-8d 12. Rim joist to top plate,toenail 8d at 6"(152 ram)o.c. t"4! 13. Top plates,laps and intersections,face nail 2-I6d i; 14. Continuous header,two pieces I6d at 16"(406 ram)o.c.along each edge r, 15. Ceilingjoists to plate,toenail 3 Sd 16. Continuous header to stud,toenail 4-8d 17. Ceiling joists,laps over partitions.face nail 3-I6d )' 18. Ceiling joists to parallel rafters,face nail 3-I6d L 19. Rafter to plate,toenail 3-8d 20. 1"(25 mm)brace to each stud and plate,face nail -Sri 21. 1"x 8"(25 mm x 2 ) g 03 ram sheathing or less to each bearing,face nail 2-8d 22. Wider than 1"x 8"(25 mm x 203 mm)sheathing to each bearing,face nail 3-8d -' 23. Built-up comer studs 16d at 24"(610 mm)o.c. f ' 24. Built-up girder and beams 20d at 32"(813 mm)o.c.at top and bottom and staggered 2-20d at ends and at each splice 25. 2"(51 ram)planks 2-16d at each bearing s (Continued) 2-906 t i i 1994 UNIFORM BUILDING CODE 23-I-0-23-I-R-1 ' TABLE 23-1-0—NAILING SCHEDULE Continued CONNECTION NAILINGt N wEy 26. Wood structural panels and pan '-icleboard: Subfloor,roof and wall sheathing(to framing):(I inch=25.4 mm) { NN [ and less bell s 19/3,,,_3/4„ Sda or bell A, 3 I Od4 or 8d5 � Combination subfloor-underlayment(to framing):0 inch=25.4 tutu) 6d5 - 3/4"and less 8d5 K II/R -11/a" 1Oda or 8d5 - .� 27. Panel siding(to framing): 6d6 (13 mm)Or less SO 5/R (16 mm) J 28. Fiberboard sheathing ile" (13 tutu) No. 11 g6dd4 No. 16 ga.9 �5 No. 11 ga.8 /32"(20 mm) gd4 1: No. 16 go.9 � (tl 29. Interior paneling 1p k 1/4„ 4d 3/R 6d1 1 j I Common or box nails may be used except where otherwise stated. II 2Nalls spaced at 6 inches(152 mm)on center at edges,12 inches(305 mm)at intermediate supports except 6 inches (152 mm)at all supports where spans are 48 inches(1219 mm)or more.For nailing of wood structural panel and particleboard diaphragms and shear walls,refer to Section 2314.3.Nails for wall sheathing may be common,box l iC or casing. 3Common or deformed shank. j 'Common. { 'fr 'Deformed shank. ' °-• ('Corrosion-resistant siding or casing nails conforming to the requirements of Section 2325.1. { 'Fasteners spaced 3 inches(76 mm)on center at exterior edges and 6 inches(152 mm)on center at intermediate sup Pons. "Corrosion-resistant roofing nails with 7/16-inch-diameter(I1 tutu)head and 11/2-inch(38 mm)length for 1/2-inch (13 mm)sheathing and 1 f/4-inch(44 tutu)length for 25/g2-inch(20 mm)sheathing conforming to the requirements { Of Section 2325.1. 9 sheathingrand la/2inrt ch(38 ll es with m)lengthfor-5/3-mch(20)crown and I I mn)sheathing conforming 29 to the�quth irements of Section a +. 23?s.l. {l.l, 3 ,y 10Panel supports at 16 inches(406 mm11'_0 inches(SOR tutu)if strength axis in the long direction of the panel,unless a f otherw ike marked).Casing or finish nails spaced 6 inches(152 mm)on panel edges,12 inches(305 mm)at inter- mediate supports. -> I iPanel supports at 24 inches(610 mm).Casing or finish nails spaced 6 inches(152 mm)on panel edges, l_inches (305 mm)at intermediate supports. el TABLE 23-1-R-1—ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING1,2 t r R _ MINIMUM NET THICKNESS(inches)OF LUMBER PLACED Perpendicular to Supports Diagonally to Supports SPAN t tnYr (inches) x 25.4 for tutu,...,tic. 25.4 for mm urfetl 5umi.sc Drya Sac Unseasoned Surfacetl Drya Surfacetl Unseasoned Floors w 3 224 5/32 2. 16 5/R 11/I6 5/R 11/Ifi Foots1 m 3. 24 5/R ilhb 3/4 75/3'- "IlMallation details shall conform to Sections 2326.9.1 and 2326.12.8 for floor and roof sheathing,respectively. 3Flonr nr roof sheathing conforming with this table shall be deemed to meet the design criteria of Section 2322. Maximum 19 percent moisture content. 2-907 -(, 1 I � II 23 I A 4 1994 UNIFORM BUILD s " a � M I f = WU b OCO C CCvCC O �^- � CC` CCU may^ ^ . E E o: yo O OOCO O OCv;CO C CCOOv� _ __�. h .000 O _CCNCC v v1CC�nr ONC vC' E E i �a O �W C� V N E na5 O N�NN N�N MN C N.NMN C m E 06U' n �one�p r er.on�o n pnYJr V^ �p�� ��� Irl ryN � nW 2 Um vt V1 y m m t a 'o a WWWx � WW..W 2V- " � mt9 xxxxx c6xx ds'm szz xa F-I y � Q > m W Z m � - � m ^ W nm O OUxV O O^rON O C�N�r Ovl v� Ovl vt r. CnS e I 4 4 O vt vtOn vt Ov` OOVI ,Ixo O j� LL I - ? 0O ` a a 9 Q W0 G Nm cv La W �ttI,�I pf C U = - M, d a < Q ^ _ .W.1 Um ,�] 2 N _ < w y ' d 6 vZ Z 1� Q O rn- +' _ -N N r• w i C ~ o Nr mzz tj v�OZ�Z O nmtjZ�Z ,^C� a�ZZ O °v�'ZZ ✓;ZZ T 2-880 � l F: I� TABLE 11-3 Properties of Sections of Solid-Sawn Wood j Weight Ib per lin It,of Piece when O S. d Ama MOmcnt 6mtion weight of wood,It,per I13.equals L o1 b� N¢min.1 'a,in. on nnnu maduNr, 25 35 10 43 50 a IS*) Z. • /�_` 1 3 1 xm4 %x !% 2.6T5 . 8 0..6]8 O...1T O. . 11.51 045 239 14322.680 098 Lfi99 L88 6.570 094 L122 % .438 R1.8 686 1.927 T � x 8 x ) 1 x 18 z 94 6.938 49.466 0695 2.051 2 2.697 19% r /ZIx I2 x 11% 88989 1 . 23 2x 4• Irix Sri S.R50 5.359 l.O63 0.911 L094 1.216 1d58 2.578 2.865 2z 6 1%x 5% 1.251 20.797 7.56! L0R 1.7I9 2.003 2292 2.578 2865 � --a 1 . 11641 2].9410 23..58916 .. .854 43. 33 4.819 l 1%x 9% 75 98.932 4.688 5.273 5.959 2x 10 5 177,97968 5. 6211 6901 2x IR 1Kx11% 2x 1 1%x 9.875 290.775 3x I 2Kx % 1,875 0. O.Z14 0.326 0.391 0.456 O.SRI 0.536 0.651 ]% 4 2%x 9N 8.150 B.9)R 5.10{ /319 1.821 2.IR7 2.431 2.1]4 l.0lB ,- Sz 6 ZKx 5% I3.130 31.661 IZ.604 2.38] 2.865 3.342 1.819 4.297 {.114 -x';, )x 8 2Kx ]% IB.125 79.991 2L901 9.147 3.]76 4.W5 5.095 5.664 6293 IX IT 2ri x IIK 28.125 R96.69 52154 4.BB3 5.859 6.836 1.8❑ 8)89 9.5 6 Sx 16 2Kx 15% 98.125 ]38.8)0 96.901 6.6190.456 6.943 9.266 10.590 IL914 IS.R]8 .639 4x 2 9%x IK 5.250 0.904 1.313 0.911 1.094.547 1.276 1.18 1.613.41 3.036 4x 4 3%x 3% IR.250 12.505 ].146 2.121 2.552 29]] ].40! 1.838 4.23! ^ 4% 8 9Kx ]% 25.9]5 111.148 i0.66I 4.105 5.286 6.168 ].O{9 7.930 8.811 3i. 4x 10 3%x 9% 92.9]5 R90.840 49.911 5.621 6.]45 7.869 8.9l3 12.305 I1. 4x IR Srix It% 39.375 415.283 73.828 6.BS6 8.203 9.570 10.9).844 1.4845 IR305 241 13.612 4x 16 5%x ISri $4250 1pBfi.120 140146 9118 11.302 13.186 15.069 16.953 18.831 .I 6x 1 5%x IK 9.250 L547 R.O63 L492 1.519 0.193 2.005 2.819 7 R59 4.774 285 4679 5.47 . 684 1920 1965I 1.229 9.453 .3].352 . 0 x 4 5%x 0- 934 . 1 1425 5%x Sri 250 255 1 5K x 7% 250 82.56E9071 10.885 1 .7 4514 6.328 18.142 2.2 10.981 13.177 15.9]3 1].569 19]66 25.791 x 12 5Kx IIK 63.250 697.068 IR.891 15.469 18.04] R0.625 23.20! 25.181 14.211 1. 6z I6 5Kx IS% 85.250 1,706.776 270.2R9 I4.800 1]]60 20.124 29.681 26.641 33.420 ^:''��•'-' 5 22.439 26.927 26.06I85 92.80 3)l65.95169 41. 0 5%x 1 07.250 3.398.484 348.569 2841 41.059 x 241.878 5%z 2Iri 18.250 4,555.0 . 91.46x 22 % 129.250 5:948.191 506.229 6 x 2 5%% 2 ✓z.. Bz 1 7%x % 5.438 4255 0.680 0.941 1.179 1.322 1.510 1.699 LBBe 8x 1 ]%x 1% I0.8]5 2.05.05 39 2.]19 1.088 2.R66 R.643 9.021 5.664 3.176 s' 8x 4 ]%x 9K T5.975 21.904 14.802 4.405 5.286 18.125 9.406.60 ].049 7.930 8.811 B8 6 7%% 5% 541.25U6.250 269.612 ]0.913 9.166 11.719 13.672 15.625 17.5]B 19.531 Bx 12 ]%x IIK 86.250 950.547 165.319 14.974 1].969 20.964 28.125 21.641 35.156 8x I6 7%x 15% 116.250 2.32].422 300319 20182 24.219 28.255 32.292 36.328 40.363 _ ` 90 Bx 20 ]I5x 19K :46.250 4,63 .28 475.SI9 25.39 382.91 1 30.469 ]5.54] 40.6R5 45.)OS 55'91 8x 22 7%x 29% 17 _50 B,IILI 1.4I2 690.313 30599 J6.719 42.839 48.958' 55.0]8 fil l 10x R 9%z 1% 19375 2.602 3.469 2.W9 2.891 3.372 3.BN 4.3]6 10x 9 9%x RK 23.125 12.04f 9.695 4.015 4.818 5.6R1 6.4R4 ].2R] 1.241 IOx 4 9%x 3% 92.975 33.049 18.885 5.621 6.745 ].869 8.99! I6.328 IL241 y 10x 6 9%x 5% )1350 393.984 89A63 1R3]p 14.844 17.318 19192 29.203 24.]I37 O 10x 10 9%x 9% 90.250 678.755 142.896 15.668 18.802 TL9]6 R5.069 28.20J 31.9% -} 10 x 12 9Kx 19K 128.250 1 9419W 2 8.567 22.266 26.719 31.172 35.625 40.078 44.51I r" ` IOx 16 9%% IS% 147.250 2,94A.068 980.396 25.564 30.677 35.790 40.903 46.016 51.129 b -I` I0x RO 9%x 17%% 65.250 41242.836 602.063 32.861 38.594 45.0 6 51.458 57.891 64.32) by y . .552 49.644 56.]36 63.828 7867,879 1 10 x 22 T1 891.896 3546 42 3 9 IOx 24 9%x 23% 22250 10,274.148 7496 10.970 a� 38J59 46.510 54.262 62.014 59.166 11.511 d 12x 2 11%x I% 18.435 9.161 4.R19 R.950 3516 4.102 4fi8 0.3 5.2]J Se69 ' 12x 3 II%x R% 28.125 14648 11.719 .859 6.856 I813 8.189 4 887 5 9)66 9.570 1 1 . . 95 1 7 21 It%x 5% 63.250 19.443 57.979 10.98 13.17 5373 1569 19.766 R x 6 14.974 17.969 0.964 23.958 26953 V. a I lri x 7K 86.250 04.29 . 9. 172.979 18.967 22.760 26.554 3.3 . 12z 10 Ilrix 9% 09.T50 821.651 21.552 1 . 4 1 41. . 12250 45L505 24]9 22960 37.754 43. 25 48.516 53.99996A%26 IRx IZ 11%x IK 115.250 2, 26955 39.34 12x 1 11%x % 913 y; {{( 11-6 "4. �,I .!,Organization of • • R 19W vvas ,ewn sww Energy O e O mphance Forms - Apn 1994 This document introduces the forms to be used All projects should complete the Summary forms for showing compliance with the 1994 Nonresi- which apply (envelope, mechanical and/or light- dential Energy Code (NREC). The following=. ing). All projects should also review the Checklist ure shows the overall organization of the form r forms to make sure all necessary information on set. For simple projects, only a few forriffs'ere compliance is provided. Applicable excerpts from required; more complex projects will require addi- the General Requirements sections of the Code tional forms. The forms explain the decision cri- are reprinted on the back of the Checklist forms. teria for determining when a more complicated The need for other forms will be determined by form is required. project specifics. ENV Checklist What goes on plans? Where it goes Reprint of EMV Summary General Regmts. Project information Type of project Compliance opts. Glazing area% ENVSTD Can use simple? Summ.of Req. Component Performance Worksheet Target&Pro- posed UA Wtd.Avg.SHGC Area Adjustment MECH Cklst What goes on plans? Where it goes MECH Reprint of Summary General Regmts. Project information Type of project Compliance opts Complex Can use simple? Systems Basic equip Additional efficiencies Checklist and decisionmaking for Complex Motors Systems Checklist For any project with motors cov- ered by 1437 or LTG Summary LTG Checkist 1511 Project information What goes on Type of project plans? Compliance opts. Where d goes Can use most Reprint of simple? General Reqmts. Allowed and Proposed Watts Envelope Summaryiiiiii,, Climate . - 1994 Wasmngton State Nonresidential Energy Code Cony ce Forms Apnl,1.994 A Project Info Project Address D I(D _ Date AIJAcO ATE W For Building Department Use �— — Applicant Name: A(J P O ST L. Applicant Address: ,� ( IS motJJ---r� S i Applicant Phone: A G-O'LTG S woo, Z z, Project Description ua New Building ❑Addition ❑Alteration ❑ Change of use Compliance Option Prescriptive ❑ Component Performance ❑ ENVSTD ❑Systems (See Decision Flowchart(over)for qualifications) Analysis Space Heat Type Etectdc resistance ❑ All other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls. I — 1 '( �3 CD X 100 = O. 13 Concrete/Masonry Option ❑Check here if using this option and if project meats all requirements for the Concrete/Masonry Option. see Decision Flowchart(over)for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heoteWcoo/ed space Insulation on interior-maximum U-factor is 0.19 Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Aftic 40 - If project qualifies for Concrete/Masonry Option,list walls All Other Roofs with HC>_9.0 Btu/ft-*F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls 2, from Table 20-5b in the Code. Below Grade Walls Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value 8 position) Slabs-on-Grade Radiant Floors Maximum U-factors Opaque Doors 0 , 50 Vertical Glazing O .40 Overhead Glazing 0. So Maximum SHGC(or SC) Vertical/Overhead Glazing Semi-heated space* Minimum Insulation R-values Roofs Over Semi-Heated Spaces' -Refer to Section 1310 for qualifications and requirements Notes: Fill irm"mmam: . � 199j was.Ingt Stet.6n.•9y Coe.Compton.Forms Apt.te(A Project Address 1 / Date The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code, Applicability Code Location Building Department circle one) Section Component Information R uired an Plans Notes GENERAL REQUIREMENTS Sections 1301-1314 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type es no n. Electric resistance yetr no 4 Other Indicate on plans that electric resistance heat is not allowed es no C2.a 1310.2 Semi-heated spaces Semi-heated spaces identified on plans if allowed 1311 Insulation es no .a 1311.1 Insul.installation Indicate densities and clearances es n.a. 1311.2 Roof]ceiling insul. Indicate R-value on roof sections for attics and other roofs; Indicate clearances for attic insulation; ✓ Indicate baffles if eave vents installed; Indicate face stapling of faced batts yes no n.a. 1311.3 Wall insulation Indicate R-value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose-fill care insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; yes n n.a. 1311.4 Floor insulation Indicate R-value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24"o.c.; Indicate that insulation does not block airflow through foundation vents es o n.a. 1311.5 Slab-on-grade floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 24"from top; Indicate above grade exterior insulation is protected yes no . 1311.6 Radiant floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 36"from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where r 'd.by Official J no n.a. 1312 Glazing and doors Provide calculation of glazing area(including both vertical vertical and overhead)as percent of gross wall area es o n.a. 1312.1 U-factors Indicate glazing and door U-factors on glazing and door schedule(provide area-weighted calculations as necessary); Indicate if values are NFRC or default,if values are default then specify frame type,glazing layers,gapwidth,low-e coatings,gas fillings yes no 1312.2 SHGC&SC Indicate glazing solar heat gain coefficient or shading _ coefficient on glazing schedule(provide area-weighted calculations as necessary) 1313 Moisture control no n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side es no .a. 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; G Indicate va .retard.with sealed seams for non-wood strut. e no ra 1313.3 Wall vapor retarder Indicate vapor retarder on wall section yes./no n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section es no n.a. 1313.5 Crawls ace va .rel. Indicate six mil black polyethylene overlapped 12"on ground 1314 Air leakage yes no n.a. 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping TY es no n.a. 13142 Glazing/door sealing Indicate weatherstripping TYP es no n.a. 1314.3 jAssemb.as ducts I Indicate sealing,caulking and gasketing SCRIPTIVE/COMPONENT PERFORMANCE Sections 1320-23 or 1330-34 yes no Envelope Sum.Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary no Is clrcled for any question, prove a explanation- .- vvtrr ual we rullll Mum I FAUT-1 • • v� a 1994 Washington Stare Nom..denaal Energy Code Con. ice Forms Project Address Aenl.1994 CC7 Date S ace Heat Type Electric resistance ❑ All other For Building Department Use Glazing Area as%gross exterior gall area V - 3 % Concrete/Masonry Option: ❑ Yes ANo Notes:If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). If Concrete/Masonry Option is used, Target U-factors.SHGC and Glazing%will be different than shown below. Refer to Table 13-1 for correct values. Building Component - Proposed UA Target UA List components by assembly ID&page# U-factor x Area(A) =UA(U x A) U-factor x Area(A) =UA(U x A) UV.40 Plan ID: rjEo N 7- l�oorL O. 4o >< % 2- U=VADPIan ID: W1,40ftV/ S _ LJ. ¢O s< 8 3 Z• O C2 Glazing — us U= Plan ID: % Electric Resist. Other Heating fZi A 0 5 0-15% -''0- -D 0.90 or - U= Plan ID: >15-20% 0.40 0.75 > 0 U= Plan ID: >20-30% not allowed 0.60. U= Plan ID: >30-40% not allowed 0,50 U= Plan ID: - (see Table 13-1 for ConcMtasonry values) U=0�8o Plan ID: .riKYL(G,r r{TS d. 8 14 7¢ �,�.Z c, -,0� U= Plan ID: a Glazing% Electric Resist. Other Heating C U= Plan ID: 0-15% ` � to 1.45 ^+ U= . Plan ID: >15.20% 0.80 1.40 y > 0 O U= Plan ID: >20 30% not allowed- 1.30 U= Plan ID: >3040% not allowed 1.25 U= Plan ID: - (see Table 13-1 for CorW01asonry values) N E ID: pL/2Tr7/Cr iJ Ae. �r0 /Z 0 8 ID: tiPAN'a' D o02 C�. 5a x 24 _ /L - ID: Electric Resist. Other Heating R= 0.60 0.60 ` ID: ,ZOOM QLS /y =o > ID: (f o_ O Electric Resist. Other Heating ID: 0.036 ID: `m _.. $ R= Plan ID: O R= Plan ID: Electric Resist. Other Heating 0034 0050 R= :�/ Plan ID: 6KT WA� LS �'b� � g� R= Plan ID: A R= Plan ID: R= Plan ID: Electric Resist. Other Heating or R= Plan ID: Ordinary .062 0.14 O R= Plan ID: Metal stud 0.11 0.14 R= Plan ID: Conc(int) 0.19 0.19 R= Plan ID: Conc(oth) 0.25 025 R= Plan ID: 3 m c R= Plan ID: m � Electric Resist. Other Heating Ordinary 0,062 0.14 c3 R= Plan ID: Metal stud 0.11 0.14 to R= Plan ID: O v R= Plan ID: Electric Resist. Other Heating o 0 R= Plan ID: LL R= Plan ID: 0.029 0.056 R= fir^! Plan ID: 47-4-acl— D, /o 11 oa R= Plan ID: � 7_ 1.3.t5n•OC7 /Q '9?`O A Electric esist. Other Heating 5 m R= Plan ID: F-0.54 F=0.54 R= Plan ID: (see Table 13-1 for radiant floor values) 'For CMU walls,indicate core insulation material. Totals rq For compliance Totals 5..�.> �✓ c. ,/ : `�" "' '��' 7 G'✓�7T 1)Proposed Total Area shall equal Target Total Area,and 2) Proposed Total UA shall not exceed Target Total UA. r i / 1 1 1994 Washington State Nonresidential Energy Code Co.Dl ante Forms April.1994 Prgject Info Project Address U./ _ F(n Date For Building Department Use Applicant Name: +n p�c A-- Applicant Address: Applicant Phone: ,q. �' ,+2 &t) 4y ),Z" Project Description f� Briefly describe mechanical system type and features. Option Simple System ❑ Complex System ❑ Systems Analysis Compliance (See Decision Flowchart(over)for qualifications) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill in the required information below. Cooling Equipment Schedule ?e- Equip. OSA CFM SEER ID Brand Name' Model No.' Capacity Total CFM Econo or EER IPLV3 Location Heating Equipment Schedule Equip. OSA cfm ID Brand Name' Model No.' Capacity' - Total CFM Econo Input Bluth Output Btuh Efficiency' Fan Equipment Schedule x Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Controls Location of Service 'If available. 'As tested according to Table 141.14-2 or 143. 'If required. 4 COP, HSPF, Combustion Efficiency,or AFUE,as applicable. s Flow control types:VAV.constant volume,or vanable speed. . r 199E Washington State Energy Code Comphance Forms - Apnl.189a Project Address Date The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (circle one) Section Component Information Required on Plans Notes ections 1411 E mt performance es no 1417.4 Pkg.elec.ht .&cl . List heat pumps on schedule es no n.a. 1411.1 Minimum efficiency Equipment schedule with type,capacity,efficiency 1412 HVAC controls es no n.a. 1412.1 Temperature zones Indicate locations on plans .--� es no n. 1412.2 Deadband control Indicate 5 degree deadband minimum es no 1412.3 Humidity control Indicate humidistat es no .a P 1412.4 Automatic setback Indicate thermostat with night setback and 7 different day s es no .a 1412.4.1 Dampers Indicate damper location and automatic controls es no 1412.5 Heat um control Indicate microprocessor on thermostat schedule es no 1412.6 Combustion In . Indicate modulatingor staged control t- es no 1412.7 Balancinq Indicate balancing features on plans .,. es no .a 1422 Thermostat interlock Indicate thermostat interlock on plans Yes not .a 1423 Economizers Equipment schedule 1413 Air economizers es no n.a. 1413A Operation Indicate 100%capability on schedule - es no'- 413.2 Control Indicate controls able to evaluate outside air es no n. 1413.3 Integrated operation Indicate capability for partial cooling - 1414 Ducting systems es no n 7414.1 Duct sealing Indicate sealing necessary es no .�i-a 1414.2 Duct insulation Indicate R-value of insulation on duct es no 1415.1 Piping insulation Indicate R-value of insulation on piping es no n 1424 Separate air sys. Indicate separate systems on plans yes no Mech.Sum.Form Completed and attached. Equipment schedule with types, '.. input/output,of icienc ,cfm,h ,economizer ectlons - 1440 ice water ht 1454) es no n.a. 1441 Elec Water heater Indicate R-10 insulation under tank es no n.a. 1442 S ut-off controls Indicate automatic shut-off 2 iV 1450 Heated pools es no n 1452 Pool water heaters Indicate not electric resistance es no, 1453 Pool heater controls Indicate switch and 65 degree control es no I 1454 Pool covers Indicate vapor retardant cover yes no n:a. 1454 Pools 90+de rees Indicate R-12 00l cover no is"clrc a or any question, prove a ex anaUon: r - • • - - • •1991 Wa"Wgtpn Sute Energy Code Compliance Fotms�� Ee'"'\ ApN;1994 Project Address \ \ Date The following additional information is necessary to check a mechanical permit application for a complex mechanical For Building Department Use system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings(see the MECH-CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative- Code Location Building Department circle one) Section Com nent Information Required on Plans Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY/ es no n.a. 1431.1 Field assem.Sys. Provide calculations 1432 Controls es no n.a. 1432.1 Setback&shut-off Indicate separate systems or shim isolation devices on plans 1432.2 Temp.reset control es no n.a. 1432.2.1 Air systems Indicate automatic reset.' es no n.a. 1432.2.2 Hydronic,systems Indicate automatic reset yes no n.a. 1433 Economizers Indicate economizer on equipment schedule or provide ealculations.tb justify exemption es no n.a. 1434 Separate air sys. Indicate separate systems on plans yes no n.a. 1435 Simul.htg.&clg. Indicate that simultaneous heating and cooling is prohibited, '.. unless use of exception is justified yes no n.a. 1436 Heat recovery Indicate heat recovery on plans; coin lete and attach heat recovery calculations es no n.a. 1437 Elec.motor effic. MECH-MOT or Equip.Schedule with hp,rpm,efficient es ne n.a. 1438 Variable flows . / Indicate variable flow on fan and um schedules no is ctrc a or any question, provide explanation- Decision Flowchart Use this Flowchart to deternine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Start Here ShallMmt Tables Id-1 dvpueL la-J I SAc 11J1.1 Field- Fa OWan,, E. of Asscm blcd "Told(Jn-sir cnrv_ Egmpmenr• bryut huutput Req wed No I 2 5" Cupary or HW 143LLI 11a0tSvsc Supply RaofWaLPPI No Sam Y. Tmmmn Ran Jreaer T6, SarvK Conuok Conaoh Rcguucd nW.M HtO t hale Reguved No (continued on back) ' Electric Motors MECH-M 1994 Washm91.n 5W.Ec.Energy CW.ComO��ance Forrtis ApnlO.1994 Project Address Date Complete the following for all design A 8 B squirrel-cage,T-frame induction permanently wired polyphase motors For Building Department Use from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm(unless one of the exceptions below applies). Motor Min.Nom. No.or Type Synch. Full load Location HP (open or closed) Description of Application or Us Speed Efficiency J Open Motors Closed Motors Exceptions: Synchronous 7 1. Motors in systems designed to use more than one S RPM 3,600 1 1,800 1,200 3.600 1,800 1.200 speed of a multi-speed motor. HP Efficienc % fficienc % 2. Motors already included in the efficiency 1.0 - 82.5 80.0 75. 82.5 80.0 requirements for HVAC equipment(Tables 14-1 or 1.5 82.5 84.0 84.0 8215 84.0 85.5 14-2). 2.0 84.0 84.0 85.5 /84.0 84.0 86.5 3. Motors that are an integral part(i.e.not easily 3.0 84.0 86.5 86.5 ,l 85.5 87.5 87.5 removed and replaced of specialized process 5.0 85.5 87.5 87.5 ; 87.5 87.5 87.5 equipment(i.e.equipment which requires a special 7.5 87.5 86.5 88..5� 88.5 89.5 89.5 motor,such as an explosion-proof motor). 10 88.5 89.5- 90.2 69.5 89.5 89.5 4. Motors integral to a listed piece of equipment for 15 89.5 91.0 ,f90.2 90.2 91.0 9)2- which no qualifying motor has been approved(i.e.if the 175 90.2 91.0 91.0 90.2 91.0 90.2 only U.L.listing for the equipment is with a less-efficient 91.0 91.7 91.7 91.0 92.4 91.7 motor and there is no energy-efficient motor option). 91.0 92.4 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 For motors claiming an exception,list motor and note 92.4 93.0 93.0 92.4 93.0 93.0 which exception applies. 93.0 93.6 93.6 93.0 93.6 93.6 93.0 94.1 93.6 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 125 93.6 94.5 94.1 94.5 94.5 5'41 150 93.6 95.0 94.5 94.5 95.0 95.0 200 94.5 95.0 94.5 95.0 95.0 95.0 l � U 199,WasMngron$G[a Namesi0enbal Ener9YCoae Corr^'we Forrns - April.1994 'PrpjectInfo Project Address 5T Date For Building Department Use Applicant Name: Applicant Address: Applicant Phone: .. Project Description ❑ New Building ❑Addition ❑Alteration Compliance Option ❑ Prescriptive ❑ Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist(over).Indicate Prescriptive&LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60%of the fixtures are new,and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) /, 5 ✓VIIC'7z /'c C/,G Location Allowed (floor/room no.) Occupancy Description Watts per f 2" ' P Area in ft Allowed x Area 2 5S From Table I b-t (over)-document all exceptions taken from footnotes Total Allowed Watts Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (Floor/room no.) Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2'q'O O Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft2 Allowed Watts Location Description Covered Parking P per or per If (or If for perimeter) x ft'(or x If) 0.2.2 W/ft Open Parking ,ere 0.2 W/ft' q 77 Z Outdoor Areas Nb C/.1- VN 0.2 W/ft� Bldg.(by facade) S/Cz N (— / -0 x'�3 1 0.25 W/ft' /00 Bldg.(by Perim) 1 f44 LEA 3 ,?C 7.5 W/If 2 ZfJO Z Note:for building exterior,choose either the facade area or the perimeter method,but not both) Total Allowed Watts Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location - Fixture Description Fixtures Fixture Proposed 115(491 cJ L! C— ids Ica v c9 v Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts �W "WasAtngtonergy Gotle ComOliance Porms April.1994 Date The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code - Location Building Department circle one Section Component Information Required on Plans Notes (Section 1513) es no n.a. 1513.1 Local control/access Schedule with type,indicate locations es no n.a. 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features,indicate locations es no n.a. vertical glazing Indicate vertical glazing orplans es no n.a. overhead glazing Indicate overhead glazing onplans' es no n.a. 1513.4 Display/exhiblispecial Indicate separate controls 1513.5 Exterior shutoff Schedule with type and features,indicate location es no n.a. a timer w1backup Indicate location es no n.a, bphotocell. ifndicate location 1513.6 Inter.auto shutoff Indicate location es no n.a. 1513.6.1 a occu .sensors Schedule with type and locations es no n.a. 1513.6.2 b auto.switches Schedule with type and features(back-up,override capability); Indicate size of zone on plans UUMMWATTAGE ectlons or 1530 es no I I Liahtino Sum.Form Completed and attached. Schedule vnth fixture s, ELECTRI-8 MOS ction 1 w lam s,ballasts.watts per fixture Se es no n.a. Elec motor efficient MECH-MOT or E ui ment Schedule with hip,rpm,efficient n0 IS C1rC a or any question, provide exp anatlon: - EX I S T. \1 2°/ 2°/ cli lb SLG. g kAX 6" + I AXO— Q FOOTING DR N / 3/4"WATER ERVICE YARD DR. W W/SOLID OVER (RECYCLE W 2 TOP 137.87 B I N \� 0 YARD DR. 48 6"PVC ' PAD TOPI40.20 e N I% o ER LE: 138:30 PARKING G PLANTE + �. 90.00 eP' �� — — — — 90.00 cn a' LANDSCAPING �A A5PjiALT I STORTZ FITTING REOD. q RAMP(TYP) ON OR NEAR HYDRANT. \q2 (RHODODENDRONS), PP WATER t:LLGV�"CAbs VNALY TER STRIPING 6 WIDE SIDEWALK W.M. amass v • a. Ceass J NrER y 22 Dw r - .�x��' � EXIST. CURB p 133 LF 12" C.P. Qa 0.79% TOP �11� LE VVA c-K (Ty!-- C.B. TYP.-I SEE PAVEMENT PATCHING Sti DETAIL. o /{ 4� ` Q d`�141.45 I C'C CSL� TOI.E• 138.45 �JL�Q _ 1� 24TH \ST. rE R.O.W. 345.21' WEST / if �b 8?/3%i EXIST. 1- + A` Jf,1L�9S !' '9 6 'W 6 w i-L. 138.38, LOCATED ON CIAL AVE. UGP EXIST. —UG APPROVED FOR COTdSTRUCTiON SAL Pu Glr �f ', R . NO DATE REVISION F } By. L lr^� / 7 O AS ,e c C o ^/ F ISiPt9 e•9B�Z p TEL.(360) 293-9591 3` OW t ! t�'� , 14. _ Y \ Y STORM DRAINAGE REPORT for ISLAND FARM & PET STORE ,r) site: 1010 24th St Anacortes, WA U May 20, 1998 / 8 PERCO Job #98029 �r. CzsTL�R.91s' s3,f ONAL �Cl "'XPIKES 6-23- Z Owner RECEIVE® Prepared by: Jan Postler PERCO ENGINEERING 1015 - 14th St. JUN 1 199� 9902 -270th NW Anacortes,WA 98221 Stanwood ,WA 98292 PH:(360) 629-3308 BUILUl1�1G ®EPA PH: (360) 629-6710 1 PERCO ENGINEERING y Dan Parrent Professional Engineer 9902 270th St. NW Stanwood, WA 98292 Telephone(360) 629-6710 May 20, 1998 PROJECT: Storm Er Site Engineering Plans for Jan Postler Site: Proposed Retail Feed Store 1010 24th St. Anacortes, WA Overview A Retail Feed Er Seed Store is proposed for lots 15,16, Er 17 in Block 8 of the plat of "First Addition to the City of Anacortes". Associated parking , sewer, water, sidewalks, and storm detention facilities will be a part of the engineering design to meet local code requirements. The rectangular 100' x 90' parcel faces 24th St.just 90' west of the Commercial Avenue intersection. EXISTING CONDITIONS: Tall grass now covers the site which is sloped at 24% north to east. The parcel will be cleared and 2-3' of clayey soils removed to be replaced with suitable fill. New fill will be compacted to provide competant bearing for pavement and structures. Existing utilites including electricity, water, and gas are available on site. Electricity is on the northeast and southwesterly corners, water and gas meters are at the southwest corner, and a sewer stub is available at the center of lot 16 in the alley to the north. A storm drainage pipe will be extended from the Commercial Avenue westerly up to the Postler site, along 24th street. . Minimal upstream offsite area is tributary to the property due to the existing gutter along 24th Street, however a small 6" PVC conveys runoff from the adjacent parking area to the southwest. Downstream Drainage Analysis: The 1/4 mile downstream analysis identifies existing and potential flooding,conveyance restrictions, and erosion . A site visit was done 4/29/98 to investigate those items described as follows: Postler Drainage Report PERCO#98029 5/20/98 DRP Page t/ZS ' Storm water leaves the site in a sheet flow pattern to'L� intercepted within the Commercial Avenue storm conveyance system at the 24th St intersection. An existing catchbasin at Commercial Avenue approximately 100' east of the parcel receives storm water from an existing gutter and conveys them through a 12" CP — 60' east to a manhole. Approximately 450' further west within 24th St., the pipe daylights into a 3'wide x 3' deep vee shaped ditch. 200' further west water from the ditch enters an 8" ADS and travels another CB 75'further west. A 12" CP then turns south to cross beneath 24th St. and then 40' west. It appears a local collection pipe then directs storm water 850' feet north to 22nd St. and then west to finally discharge into the Sound. No erosion nor flooding was observed along the drainage corridor, however due to the minimal grades capacity may be somewhat limited for significantly large storms. DEVELOPED CONDITIONS New impervious areas proposed will include approximately 5000 SF of pavement and 4000 SF of rooftop area. Landscaping will be developed along the right-of-way to a sum in excess of 5% of the proposed onsite parking. Storm runoff will be detained within an underground pipe then discharged to 24th St storm system with a small pump. 'a' ,Y , � 'O v& &GbW� g O.l The SCS/SBUH stormw er simulation method is used to determine pre Er post developed storm rates and volumes with the King County computer software. Hydrologic Gr u common for the Puget Sound region and will establish the CN values for antecedent soils conditions. Developed peak rates for the developed 2, 10 Er 100 year 24 hour storm runoff will restricted to slightly over the 2 year predeveloped rate . This discharge rate will be most efficient for the 1/4hp pump given the very small rate of flow and low head. A standby gas pump to be used for lengthy power outages is included in the design for cases where a loss of power might occur during a significant storms. A staged discharge will begin at approximately 1 foot above the detention pipe invert the equivalent of the 2 year developed storage level. Pumping will continue continuously for all storms up to and including the 100 year developed storm until water levels fall back to the invert of the detention pipe. Potential overflows above the 100 year developed elevation will overflow the CB into the alley and be collected within Commercial Avenue. Analysis by: Dan Parrent, P.E. Postler Drainage Report PERCO#98029 5/20/98 DRP Page 2 a _•j Cy COO as Soylu rs� f Lam , SZ � O, OZ5 - /Z / l �� 'cam T�� - � . ,9'� yY, •� u ��s 3 2,� Z-i CJ • .." :-Y2 s a �zs 4 � tl 4 La l = = _ _ _ _ _ _ _ _ _ - o I I �39 d ` ko d LW i so xl 3 N o J M �ZS� ►► z R r O LLLI � z �r �' - - - - - - - - - - - - - a Oil II I II / II r-- 1I II \ I I ' I d 1 40 AD I JI PRE- DEVELOPED STORM HYDROGRAPHS KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4.20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 -PLOTHYD 8 -DATA 9 -RDFAC 10 -RETURN TO DOS ENTER OPTION: SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 2 24.00 1.50 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IADISTR11BUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .2 85.0 .0 98.0 1.9 DATA PRINT-OUT: POSTLER STORM DRAINAGE REPORT PERCO#98029 5/7/98 Page /S AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .2 85.0 .0 98.0 1.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .02 7.67 391 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 2.EX SPECIFY: C - CONTINUE,N - NEWSTORM, P -PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 10 24.00 2.35 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-1A DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.35" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(RvIPERV), TC FOR BASIN NO. 1 2 85.0 .0 98.0 1.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .2 85.0 .0 98.0 1.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .07 7.67 885 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 10 EX POSTLER STORM DRAINAGE REPORT PERCO 498029 5/7/98 Page B/ .-.7r SPECIFY: C - CONTINUE, N -NEWSTORM, P - PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-TA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 25 24.00 2.70 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-1ADISTRIBUTION ******************** ********* 25-YEAR 24-HOUR STORM **** 2.70" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .2 85.0 .0 98.0 1.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TCWTNUTES) A CN A CN .2 .2 85.0 .0 98.0 1.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .09 7.67 1111 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 25.EX SPECIFY: C - CONTINUE, N-NEWSTORM, P -PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 POSTLER STORM DRAINAGE REPORT PERCO#98029 5/7/98 Page 2$" S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100 24.00 3.40 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-1ADISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.40" TOTAL PRECIP. ********* ------------------------------------------------ --------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .2 85.0 .0 98.0 1.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .2 85.0 .0 98.0 1.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .14 7.67 1586 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 100.EX SPECIFY: C - CONTINUE,N-NEWSTORM, P - PRINT, S - STOP N STORM OPTIONS: I - S.C.S. TYPE-IA 2- 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 .S.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURA ION(HOUR),PRECIP(INCHES) 2 24.00 1.50 POSTLER STORM DRAINAGE REPORT PERCO 998029 5/7/98 Page /�, ' DEVELOPED STORM HYDROGRAPHS ---------------------------------------- ------------------------- - ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .0 86.0 .2 98.0 .9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .0 86.0 .2 98.0 .9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .09 7.67 976 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 2.DEV SPECIFY: C - CONTINUE,N-NEW STORM, P - PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-1A 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 10 24.00 2.35 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.35" TOTAL PRECIP. ********* ---- ----------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(RvIPERV), TC FOR BASIN NO. 1 .0 86.0 .2 98.0 .9 POSTLER STORM DRAINAGE REPORT PERCO#98029 5/7/98 Page DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .0 86.0 .2 98.0 .9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .15 7.67 1617 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 10.DEV SPECIFY: C - CONTINUE, N -NEWSTORM, P -PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR),DURATION(HOUR),PRECIP(INCHES) 25 24.00 2.70 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 25-YEAR 24-HOUR STORM **** 2.70" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .0 86.0 .2 98.0 .9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .0 86.0 .2 98.0 .9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .18 7.67 1883 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 25.DEV POSTLER STORM DRAINAGE REPORT PERCO#98029 5/7/98 Page �Z/ SPECIFY: C - CONTINUE,N -NEWSTORM, P -PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100 24.00 3.40 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.40" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. I .0 86.0 .2 98.0 .9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .0 86.0 .2 98.0 .9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .22 7.67 2414 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 100.DEV SPECIFY: C - CONTINUE, N -NEWSTORM, P -PRINT, S - STOP S Stop - Program terminated. POSTLER STORM DRAINAGE REPORT° PERCO#98029 517/98 Page 131 7-;l�r %Ord% E 8C ---- -- , From Table Enter a variable length STAGE d/D ALV2 A of pipe 0.2 1 0.1 00 41 8.20 0.4 2 0.2 0.112 22.40 PIPE DIA= 2 0.6 3 0.3 0.198 39.60 LEN = 50 0.8 4 0.4 0.293 58.60 INCREMENT= 0.2 1 5 0.5 0.393 78.60 1.2 6 0.6 0.492 98.40 1.4 7 0.7 0.587 117.40 1.6 8 0.8 0.674 134.80 1.8 9 0.9 0.745 149.00 2 10 1 0.785 157.00�/ j�D 1Zo rJT� D�.� 0.3 1 0.1 0.041 18.45 0.6 2 0.2 0.112 50.40 PIPE DIA= 3 0.9 3 0.3 0.198 89.10 LEN = 50 vs 1.2 4 0.4 0.293 131.85 INCREMENT= h, 0.3 1.5 5 0.5 0.393 176.85 1.8 6 0.6 0.492 221.40 ✓ ( � (J(°� L�f 2.1 7 0.7 0.587 264.15 74 30 2.7 9 0.9 0.745 335.25 � � ' 3 10 1 0.785 353. V �® c� 7 0.3 1 0.08 0.029 23.20 fib �� lb 0.6 2 0.15 0.074 59.20 PIPE DIA= 4 0.9 3 0.23 0.136 108.80 LEN = 50 li 11 D 1.2 4 0.30 0.198 158.40 INCREMENT= 0.3 150cR 1.5 5 0.38 0.274 219.20 1.8 6 0.45 0.343 274.40 2.1 7 0.53 0.423 338.40 2.4 8 0.60 0.492 393.60 2.7 9 0.68 0.569 455.20 3 10 0.75 0.632 505.60 3.3 11 0.83 0.697 557.60 3.6 12 0.90 0.745 596.00 3.9 13 0.98 0.782 625.60 4.2 14 1.05 0.785 628.00 co( M n/ BASED c /4� 2r HYDRAS X PROPERTIES OF PIPE ARCH FLOWING, .RT FULL A Table 6 Values of 6D T Determination of Area - ^ d .00 .01 .02 .03 .04 .05 .06 .07 .as .09 d = Depth of flow o = D = Rise of conduit D .1 .067 .081 .187 .197 .107 .117 .127 .137 .148 8 = Span of conduit .2 .157 .2 67 .177 .297 .197 .307 .316 .226 .236 .247 A = Area au flow .3 .257 .267 .277 .287 .297 .307 .316 .326 .336 .346 R = Hydraulic radius 4 .356 .365 .375 .385 .394 404 .413 423 432 442 B .5 .451 .460.470 .479 .488 .497 .506 .515 .524 .533 T = Top width of flow .6 .541 .550.559 .567 .576 .584 .592 .600 .608 .616 T ,7 .624 .632.640 .647 .655 .662 .670 .677 .684 .690 Table 8 Values of .8 .697 .704 .710 .716 .722 .728 .734 .740 .745 .750 Determination of Top Width 8 .9 .755 .7 60.764 .7 69 .77 2 .776.780 .783 .785 .7 87 1.0 .788 d .00 .01 .a2 .03 .a .05 .06 .07 .oe .09 Values of R Table 7 D Determination of Hydraulic Radius D .1 .900 .914 .927 .938 .948 .956 .964 .971 .976 d .2 .982 .986 .990 .993 .995 .997 .998 .998 .998 .999 U 00 .01 .oz .03 .04 .OS .06 .07 .oe .09 .3 .997 .996 .995 .993 .991 .989 .987 .985 .982 .979 .4 .976 .971 .967 .964 .960 .956 .951 .947 .942 .937 .1 .078 .086 .094 .102 .110 .118 .126 .133 .141 .5 .932 .927 .921 .916 .910 .904 .897 .891 .884i.877 .2 .148 .156.163 .170 .177 .184 .191 .197 .204 .210 .6 .870 .863 .855 .847 .839 .830 .822 .813 .803 .794 .3 .216 .222 .228 .234 .240 .245 .250 .256 .261 .266 .7 .784 373 .763 .752 .741 .729 .717 .704 .691 .678 ,4 .271 .275 .280 .284 .289 .293 .297 .301 .305 .'108 .8 .664 .649 .634 .618 .602 .585 .567 .548 .528 .508 5 .312 .315 .319 .322 .325 .328 .337 .33a .337 .339 .9 .486 .462 .437 .410 .381 .349 .313 .272 .223 .158 .6 .342 .344 .346 .348 .350 .352 .354 .355 .357 .358 .7 .360 .361 .362 .363 .363 .364 .364 .365 .365.365 .8 .365 .365 .364 .364 .363 362 .361 .360 .359.357 .9 .355 .353 .350 .348 .344 .341 .337 .332 .326.318 1.0 .299 HYDRAULIC PROPERTIES CIRCULAR CONDUITS FLOWING PART FULL �Table 9 IT III Values ol. p 2 Determination of Area .00 .01 .02 .03 .04 .OS .06 .07 .08 .09 D - Diameter ! D d = Depth of Flow .0 000 .001 004 .007 .011 015 .019 024 .029 .035 A = Area of Flow D t .041 .047 053 .060 .067 .074 .OBI .089 096 .104 2 .112 .120 .128 136 .145 .154 .162 .171 .180 .189 R - Hydraulic Radius d .3 .198 207 .217 .226 .236 .245 .255 .264 .274 .284 T = Top Width 4 .293 .303 .313 .323 .333 .343 .353 .363 .373 .383 .5 .393 .403 .413 .423 .433 443 453 .462 472 482 6 492 502 514 521 .501 .54 .550 .559 .569 .578 Table 11 7 .587 .596 .605 .614 .623 .632 640 .649 .657 666 Values of T .8 .674 -681 689 .697 .704 7 .719 .725 732 .738 Determination of Top Width D .9 745 750 7561 761 .766 .771 .775 .779 .782 .784 d 10 .785 p .00 .01 .02 .03 .M .OS .06 .07 .08 .09 Table 10 R Values of .0 .000 .199 .280 .341 .392 .436 457 .510 .Sa3 .572 Determination of Hydraulic Radius D .1 .600 .626 .650 .673 .694 714 733 .751 .768 785 d .2 .800 .815 .828 .842 .854 .866 .877 .898 .898 .908 D 00 .01 1 .02 1 .03 .04 .05 .M .07 .08 .09 .3 .917 .925 .933 .940 947 .954 .960 .966 .971 .975 4 .980 .984 .987 .990 .993 .995 .997 -998 .999 1.000 0 .000 007 013 020 .026 .033 .039 .045 .051 .057 .5 1.000 1.000 999 .998 .997 .995 .993 .990 .987 .984 .1 063 070 075 .081 .087 .093 .099 .104 .110 .115 .6 .980 .975 .971 966 .960 195.4 .947 .940 .933 .925 2 .121 .126 .131 .136 .142 .147 .152 .157 .161 .166 7 .917 908 .898 .888 .877 i'� .854 .842 .828 815 .3 .171 176 .180 .185 .189 .193 .198 .202 206 .210 .8 .800 .785 .768 .751 .733 .;4 .694 .673 A50 .626 ? .214 .218 222 .226 .229 .233 .236 .240 .243 .247 .9 600 .572 .543 .510 475 .436 .392 .341 .200 .199 .5 250 .253 .256 259 .262 .265 .268 .270 .273 .275 1.0 000 �-, 6 .278 .260 282 .284 .286 . .290 .292 .293 .295 7 .296 298 .299 .300 .301 302,. .302 .303 .304 .304 i.e. Given d = 3 ft., D = 4 ft.,D= 0.75, , .8 .304 304 .304 .304 .304 .303 .303 .302 .301 .299 .9 .298 296 .294 .292 .289 .286 .283 .279 r .267 A R ID 250 From Tables;my 0.632,D= 0.30, and p= 0.866 r CASCADE CULVERT R0. Box217 Arlington, Washington 98223-0217 Area Code2O6-435-2181 Division of ATV Records, Incorporated Telex 15-2461 HYD KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4 .20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 - PLOTHYD 8 - DATA 9 - RDFAC 10 - RETURN TO DOS ENTER OPTION: 3 RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY [d: ] [path] filename [ .ext] OF ROUTING DATA RTEA. IT DISPLAY ROUTING DATA (Y or N) ? Y ROUTING DATA: STAGE (FT) DISCHARGE (CFS) STORAGE (CU-FT) PERM-AREA(SQ-F ) . 00 . 00 . 0 . 0 PUMP OFF .30 . 00 18 . 5 . 0 . 60 . 00 50 .4 . 0 . 90 . 00 89 . 1 . 0 PUMP OF-4 1 .20 . 05 131 . 9 . 0 1 . 50 . 05 176 . 9 . 0 1 . 80 . 05 221 .4 . 0 2 . 10 . 05 264 . 1 . 0 2 .40 . 05 303 . 3 . 0 2 . 70 . 05 335 . 3 . 0 3 . 00 . 05 353 . 3 . 0 C),j tA`N 3 . 30 . 05 669 . 1 . 0 3 . 60 . 05 715 . 2 . 0 3 . 90 . 05 750 . 7 . 0 4 . 20 . 05 753 . 6 . 0 4 . 50 . 05 1090 . 3 . 0 4 . 80 . 05 1290 . 3 . 0 AVERAGE PERM-RATE: . 0 MINUTES/INCH ENTER [d: ] [path] filename [ .ext] OF COMPUTED HYDROGRAPH: 2..DEV INFLOW/OUTFLOW ANALYSIS : PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL (CU-FT) . 09 . 05 954 INITIAL-STAGE (FT) TIME-OF-PEAK (HRS) PEAK-STAGE-ELEV(FT) .00 7 . 83 1 . 32 PEAK STORAGE : 140 CU-FT ENTER [d: I [path] f ilename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 2 .OUT FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE C ENTER [d: ] [path] filename [ .ext] OF COMPUTED HYDROGRAPH: 10 .DEV INFLOW/OUTFLOW ANALYSIS : PEAK-INFLOW(CFS) PEAK-OUTFLOW(CFS) OUTFLOW-VOL (CU-FT) . 15 . 05 1506 INITIAL-STAGE (FT) TIME-OF-PEAK (HRS) PEAK-STAGE-ELEV(FT) . 00 8 . 00 1 . 91 PEAK STORAGE : 230 CU-FT ENTER [d: I (path] filename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 10 .OUT FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE C ENTER [d: ] [path] filename [ .ext] OF COMPUTED HYDROGRAPH: 25 .DEV INFLOW/OUTFLOW ANALYSIS : PEAK-INFLOW(CFS) PEAK-OUTFLOW (CFS) OUTFLOW-VOL (CU-FT) . 18 . 05 1692 INITIAL-STAGE (FT) TIME-OF-PEAK (HRS) PEAK-STAGE-ELEV(FT) . 00 8 . 00 2 . 23 PEAK STORAGE : 280 CU-FT ENTER [d: ] [pathlfilename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 25 .OUT FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE � zs goo . ENTER [d: ] [path] f ilename [ .ext] OF COMPUTED HYDROGRAPH: 100 .DEV INFLOW/OUTFLOW ANALYSIS : PEAK-INFLOW(CFS) PEAK-OUTFLOW (CFS) OUTFLOW-VOL (CU-FT) .22 . 05 2364 INITIAL-STAGE (FT) TIME-OF-PEAK (HRS) PEAK-STAGE-ELEV(FT) . 00 8 . 50 3 . 03 PEAK STORAGE: 380 CU-FT ENTER [d: I [path] f ilename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 100 .OUT FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWJOB, P - PRINT, S - STOP, R - REVISE S KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPH PROGRAMS Version 4 .20 1 - INFO ON THIS PROGRAM 2 - SBUHYD 3 - ROUTE 4 - ROUTE2 5 - ADDHYD 6 - BASEFLOW 7 - PLOTHYD 8 - DATA 9 - RDFAC 10 - RETURN TO DOS ENTER OPTION: (p/ APPENDIX KING C O UNTY, W A.S-H I N G T O N, SURFACE WATER DESIGN bf A N U A L TA13LE 3.5.213 SCS 1VESTERN WASIIINCTON RUNOFF CURVE NUMBERS SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type to rainfall distribution. 24-hour storm duration. CURVE NUMBERS BY HYDROLOGIC S01 GROUP LAND USE DESCRIPTION A B C D Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed or older second growth 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 --86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% or more of the area 68 80 86 90 fair condition: grass cover on 50% to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) .Dwelling UnR/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 E 6.0 DU/GA 52 s 6.5 DU/GA 54 q 7.0 DU/GA 56 Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/stohn system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. 3.5.2-3 `itl9¢ 20 w ' KING COUNTY, WASHIN.GTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5-2A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY HYDROLOGIC HYDROLOGIC SOIL GROUP GROUP* SOIL GROUP GROUP* derhood �C� Orcas Peat D , s, erwood Material C Oridia D - Arents, Everett Material B - Ovall C Beausde C - Pilchuck C - Bellingham D Puget D Briscot D Puyallup B - Buckley D Ragnar B Coastal Beaches Variable Renton D Eadmont Silt Loam D Riverwash Variable Edgewick C Salal C Everett A- Sammamish D Indianola A - Seattle D Kitsap C Shacar D Klaus C - Si Silt C Mixed Alluvial Land Variable Snohomish D Neilton A - Sultan C Newberg B Tukwila D Nooksack C Urban Variable Normal Sandy Loam D Woodinville D HYDROLOGIC SOIL GROUP CLASSIFICATIONS A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and consisting chiefly of deep,well-to-excessively drained sands or gravels. These soils have a high rate of water transmission. - B. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. C. (Moderately high runoff potential). Soils having slow Infiltration rates when thoroughly wetted, and consisting chiefly of soils with a layer that impedes downward movement of water, or soils with moderately fine to fine textures. These soils have a slow rate of water transmission. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential, soils with a permanent high water table, soils with a hardpan or clay layer at or near the surface, and shallow soils over nearly impervious material. These soils have a very slow rate of water transmission. From SCS, TR-55, Second Edition, June 19W, Exhibit A-1. Revisions made from SCS, Soil Interpretation Record, Form #5, September 1983. ) 3.5.2-2 TABLE 3.5.2C "n" AND "k" VA. ES USED IN TIME CALCULATIONS F( ;HYDROGRAPHS r a.8 /t -0,4z.�r2sL� 'n Shecl Flow Equation Manning s Values(For the India 300 ft of travel) n.• ^�Or j/� �0 4- z C O Sm]OIh SutlaC05(Concrete,asphalt,gravel,or tars Hard Packed soil) 0.011 Faiew holds or loose soil surface(no residue) 0,05 Cx.mated soil with residue cover(s <- 0.20 ft/n) 0-D6 C,gr.aled Soil with residue cover(S> 02011/11) 0.17 Stid pranle grass and lawns 0.15 0.24 C,Se grasses 0.<1 S',huda grass R>-ge ptawrall 0.13 v.:Ws or forest with light underbrush 0'40 heeds or[crest with dense underbrush 0'80 •vandwg values Ior sheet flow only,1d,m Overton and Meadows 1976(See TR-55. 1986) 'k•Values Used In Travel Time/Time of Concentration Calculations • >< �Y 5 0 Stillow Concentrated Flow (After the Initial 300 ft.of sheet now.R 0.1) It. L T= I. Forest with heavy ground liner am (nwu.10) 3 nd m V !moo 2. Brushy ground with some trees(n .0.060) 5 3. Fallow or minimum tillage cultivation(n=0.040) 8 a. High grass(n = 0.035) 9 5. Short grass,pasture and lawns(n=0.030) 11 6. Nearly bare ground(n=0.025) 13 r. Paved and gravel areas(n=0.012) 27 C1„nncl Flow(nlumittem)(At the beginning of visible channels:R-0.2) k,, I. Fomsted Swale wish heavy ground litter in =0.10) 5 2. Forested drainage eeurse/ravine with defined channel bed(n-0.050) 10 3. Rock-lined waterway(n=0.035) 15 a. Grassed waterway(n=0.030) 17 5. Eanh lined waterway(n=0.025) 20 6 CMP pipe(n=0.024) 21 7. Concrete pipe(0.012) 42 6. Other waterways and pipes 0.508/n Cnanncl Flow(Continuous stream,R = 0.4) k= 9. Meandering stream with some pods(n -0.040) 20 10. Rock lined stream(n-0.035) 23 it. Grass-lined stream(n-0.030) 27 12. Other streams,man-made channels and pipe 0.807/n" "See Chapter 5,Table 5.3.6C for addi0onal Mannings W values for open channels 3.5.2-7 X 1 ,I c I ✓� ., -_( , Lei ., 45 50 t-F�7-7u-- 45 40 t 35 I lit I 1 QMR .� �• a ��f �`� t I ' •I •'• r;. car I I 1 LT 49V. ' BEL�V OLGA/ � �(IAnS� '4e�� t A 1 ; FRIDAY HARBOR /ln,�FORT � Y O � 0 im` 1 V V VE 6 } � 3 3C ' ,I NEAIAY LCF a 48I 111;,- 900 %5 15a 5 i i40 , hI 90 2 1 ] _ ✓ SEATT.0 40 E5 Ali 65\ �pC 90/'is 60. 5 / �; COMA TO z 55 . ,� � r� , s 47 r. � _ • ABEOtDEEN \� 5 40CENTEMA� N a N - L�U � y � � 61 p 5b' „ Le ,ao �Vi 40� V 100-YEAR 24 OUR PRECIPITATION 34—ISOPLUVIA S OF 100 -YEAR 24-HOUR 40 bANCGuv1 60"35 PRECIPITATION IN TENTHS OF AN INCH 45� 5 65 NNUAL J0 5a 60 124 123 122 ¢ Z / rya. ',r-r•..� 1 [ ,r 4 �L• ` i "O ,1� • GNU :-.y Pip i • I 4`s I ' PUMP SPECIFICATIONS FOR STORM DETENTION DISCHARGE for ISLAND FARM & PET STORE Site: 1010 24th St y R.A4 A41? Anacortes, WA o x May 20, 1998 w �a PERCO Job #98029 EXPIKES 6-zo- • Owner Prepared by: Jan Postler PERCO ENGINEERING 1015 - 14th St. RECEIVED 9902 -270th NW Anacortes,WA 98221 Stanwood ,WA 98292 PH:(360) 629-3308 im 01 1999 PH: (360) 629-6710 I3UILL)ING UEPT BULLETIN 110.4 SDV25 1/4 HP Submersible . Sump Pump � � l w A Proven Performer with Outstanding Features . . . Trouble-free •Heavy-duty, oil-filled motor, with thermal over- Diaphragm Switch load protection, provides superior cooling and bearing lubrication. •Rugged cast iron construction. *Anti-clog vortex impeller, with back pump-out vanes, handles 3/8" solids, lint, sand and gravel. -No screens to plug. *Capacities to 34 gpm; heads to 23 feet. 41 v, *Bottom suction helps prevent build-up of debris in sump. •Sintered top sleeve bearing assures alignment of rotor and stator. -Spring-loaded mechanical seal for long, leak- proof life. Durable carbon and ceramic face. eEasy to install. Automatic pumps are shipped ready for operation after attaching discharge SDV25 - MAX. SOLIDS 318"SPHERE- 1500 RPM pipe and plugging in the cord. -Strain-relieved power cord seal prevents power cord from being pulled out of housing. z4 01-1/4" NPT discharge. -Reliable automatic operation.Water pressure ex- erted on oil in diaphragm switch turns pump on 20 or off. 16 � 12 o B ""nR�ev THE MARLEY PUMP COMPANY FULL LOAD AMPS AT 115V. 4 9.5 j i� HYDROMATIC PUMPS o l — _I 0 5 10 15 20 25 30 35 40 45 Box 327,Ashland,Ohio 44805(419)289.3042 In Canada—Wylain Canada Ltd.Ltee.,126 East Dr.Brampton,Ontario LST 1C2 U.S.GALLONS PER MINUTE International Sales—Ashland.Ohio Telex 987432 New 3183 1 57/ �vD If V 1 AND 11/2 INCH ENGINE- DRIVEN PUMP =°a S 1 " ENGINE-DRIVEN UTILITY PUMP •Tecumseh 2-cycle engine fueled by t . asolin oil mi t e 41111 Includes two 1 x 3/4" brass garden > ' •Chrome plated piston and electronic hose adapters, and 8 oz. 2-cycle od rat ignition for longer engine life Self-primes to 15 feet I Integra .. •Spark arrester screened muffler 4PPI'cettons:Dewatering excavations,s❑ y •Self-Prix e pits, ditches,pools, and boats. Can also b •Pump has sand cast aluminum body, used for lawn sprinkling, washing cars me r% 9rtogl, Relalaremertt parts Avatlabte g0� .OG2#1 volute and impeller buildings. For use wherev and •Carbon/ceramic, Buna N/stainless er electrical ITWo eae 5" power is not readily available. For use #Tubular steel shaft seal with nonflammable liquids compatible h 7 with pump materials.Teel Brand. � . . SPECIE! � CATIQNS DATA model Suction fP ; Lift5 D�lo ery in US 6511ons at W�o r Per HourDischarge PSI Max30 Y`V^.�------ 3600 3350 31002 35 Pressure,PSI Shutoff;to s xa r s 10 _ 3050 2410 2750 2460 2100 1580 47 if ,rjir ";✓ -4! - a 15 _ 600 370 2100 70 1830 46 •4 _ _ 200 2 0 1750 1420 1070 4 - -> 680 PUMP ORDERING DATA Relsatr se+rwc�c 42 4"ln g > o1sMrYnurloca�$scrrc Inlet/ `S ��Cast irc En Fuel To Dimensions `-,..Remove �' > •� F X,�r Outlet HP Displacementicc) RPM Capacity L y� Stock Sh -" �:r..:?:,• H No. List Each y�9 '.Self-pri lu NPT 2A 49.2 5650 11/4 qt. 12iL" 9�L" 12i/' 9 94 „i 0-ring 11/2" PORTABLE 2-STAGE SPRAYER/HIGH PRESSURE $PUMP Two cc •2-Stage centrifugal For spraying, pressure boosting and high r:w •Pump is cast iron construction head dewatering applications. For use •4 Cycle Kohler Command 6 HP en gin With nonflammable liquids which are com- '{ ti "— FREE DELIVERY (4000 RPM) 9 patible with pump component materials. °°orderso1 •High efficiency enclosed bronze required uirede of a check valve will reduce time J� S9oo°rm°e Model impellers q for self-priming. •Removable/replaceable diffusers valve deli]n with elecer dtrongcni niOverhe d � 3P525 •Self-primes to 20 ft. R palt'5�Fv A t i1e (')Shutoff:v automatic decompression. gAluminum � E°ctfa4��fFsUfB7cn a •0-ring seal block with cast iron sleeve. Recoil start. •40 to 160°F liquid handling range r. v Quite muffler and low oil sensor. Teel u err 3 e o Two cast-iron hex nipples included brand. C .Tubular steel roll frame r j •Type 21 mechanical seal is 3 carbon/ceramic, Buna N 03.5 HP steel and stainless y R v ,, ` ly Cast ai • emo s -.Self-pry Suction 5 •0-ring Lift Ft 10 20 30 M at Disc40 Oharge Press ure m PSI 10 82 62 70 80 90 100 Shut-Off- a �' ` s,` '•r-54 O T40 to wo 76 72 SI `� 15 80 72 68 75 71 86 60 47 4 cc 2 31 18 102 [ 20 &5 G4 65 59 52 46 3g 30 61 98 No.2 25 5i 56 54 53 51 49 44 36 2q 51 49 42 33 20 96 � Y F c t� "`T (*)Shut off to convert to fee[of head multiply by 31. - -- 94 I!.Ye2.1Ktg/TLvf �c 'r f ,. Suction t �, Lift in Feet 10 Iti4 '`SPEQfITICIMS'ANti ORD 5 b Tank Port Dimensmn m ERtNGa�ATA 10 4`: HP Type Size NPT Pump and Ca sin -+ _ 15 H- W L Ada ter B Mechanical Roll Bar Stock 20 h 6 Kohler 3 _. P Impellers Diffusers Seal Frame No. pp qt. 1/ 201L" 161/Y' 22" CI List Each SWt,9 25 S (*)Mechanical seal has ceramic seat.Vote:Pum BR CI Buna/SS* Steel p fitted with stainless steel shaft sleeve. IV298 .$1256.29 $967.00 IOS.O (*)Does not I: WATER SUCTION Dtiv AND HP Type DISCHARGE HOSES AVAILABLE 3.5 B&S SEE INDEX 3 3..5 B&5 5 B&S 3.5 B&S 3144 G s B&S RAINGER �L—� —� BUSINESS TO BUSINESS SALES ilecha, r2o -- � `✓ FRICTION LOSS DESIGN AID Friction losses in pipes can be calculated using the Hazen-Williams formula: Original form: V = 1.318 C R 0.63 50.54 Where: V = Velocity in ft/sec. C = Hazen-Williams coefficient , s . = R = hydraulic radius (A/wp) S = slope of energy grade line in ft/1000 ft. This equation can be modified through algebraic substitutions and appears as: 85 10.46 L q 1. Where: f = friction loss in feet f =U D = the pipe diameter in inches L = the length of the pipe in feet q = the flow in gpm C = the friction factor (150 for PVC pipe) It can be further modified and simplified by assuming that only PVC pipe conforming to ASTM D-2241 is used and combining all constants. This results in the following form: Modified n�_ _._ f = (L) x (Q/K)1'85 Where: f = friction loss through pipe in ft. L = Length of pipe in feet f _. Q = Flow in gpm K = Constant from Table A3-1 TABLE A3-1 TABLE FOR K Nominal CL CL CL Schedule Diameter 125 160 200 40 1.00 67.5 66.5 47.8 1.25 133.0 129.4 122.9 98.3 1 193.2 184.8 175.5 147.5 2.UU 347.8 332.5 315.2 r-T8_4 _5__�) 2.SU 575.1 555.1 520.7 3.0U 961.5 920.5 873.3 803.9 4.UU 1864.0 1783.9 1692.7 1642.9 b.UU 5151.3 4932.0 4677.4 4826.6 40 - 4-5 y, X (;D . � r /G✓ . Ale ac:: 2 'Ga ✓ems = S Y/Cf(OY! PVC/ SG�F¢O JT�V2z PUMP MAINTENANCE 1) It is the owner's and or assigned responsibility to maintain and monitor the storm and pump system to assure it is continuously functioning properly. 2) Pump must be installed and maintained per manufacturers specifications. 3) The pump is to have mercury float switches set to run when the water level within the tank reaches 1 foot of depth until the water level water falls to the tank invert level. A redundant off is recommended at the invert level to protect the pump from overheating if the first off switch fails. 4) Pump to at all times to be submersed in water within the sump and set on blocks at 16" minimum above sump bottom. At no time must the silt within the sump of the CB be allowed reach the bottom of the pump. This may damage the impellers of the pump and or cause the pump to fail. Regular cleaning of the sump at least two times a year and after significant rainfalls is recommended. 3�� - CATCH BASINS �/1LE, U (T tJAroC � YGeneral pialnlenenceConditions When Maintenance ResultsEpected Component Defect Is Needed When Maintenance Is Performed Trash & Debris Trash or debris of more than 1/2 cubic No trash or debris located immediately in , (Includes foot which is located immediately in front front of catch basin opening. Sediment) of the catch basin opening or is blocking capacity of basin by more than 10%. Trash or debris (in the basin) that No trash or debris in the catch basin. exceeds 1/3 the depth from the bottom of basin to invert of the lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe Inlet and outlet pipes free of trash or _ blocking more than 1/3 of its height. debris. Dead animals or vegetation that could No dead animals or vegetation present generate odors that would cause within the catch basin. complaints or dangerous gases (e.g., methane). Deposits of garbage exceeding 1 cubic No condition present which would attract foot in volume. or support the breeding of insects or rodents. Structural Damage Corner of frame extends more than 3/4 Frame is even with curb. to Frame and/or inch past curb face into the street Cif - Top Slab applicable). Top slab has holes larger than 2 square Top slab is free of holes and cracks. inches or cracks wider than 1/4 inch (intent is to make sure all material is running into the basin).. Frame not sitting flush on top slab, i.e., Frame is sitting Push on top slab. separation of more than 3/4 inch of the frame from the top slab. Cracks in Basin Cracks wider than 1/2 inch and longer Basin replaced or repaired to design i Wails/Bottom than 3 feet, any evidence of soil particles standards. entering catch basin through cracks, or maintenance person judges that structure _ h is unsound. Cracks wider than 1/2 inch and longer No cracks more than 1/4 inch wide at the `k .r than 1 foot at the joint of any inlet/outlet joint of inlet/outlet pipe. { pipe or any evidence of soil particles entering catch basin through cracks. !` Settlement/ Basin has settled more than 1 inch-or has Basin replaced or repaired to design r Misalignment rotated more than 2 inches out of standards. alignment. Fire Hazard Presence of chemicals such as natural No flammable of emicals present. gas, oil, and gasoline. Vegetation Vegetation growing across and blocking No vegetation taming opening to basin. more than 10%of the basin opening. Vegetation growing in inlet/outlet pipe No vegetation cr root growth present. joints that is more than six inches tall and less than six inches apart. i Pollution Nonflammable chemicals of more than No pollution present other than surface 1/2 cubic foot per three feet of basin film. length. /5 --6CATCH OUNTY, WASH = NGTON, SURFACE WATER Dhatu .• BASINS (Continuea) Results Expected Conditions When Maintenance When Maintenance Is Performed i Maintenance Detect Is Needed m { Coponent I Cover is missing or only partially in place. tch Basin Cover Cover Not in Place Catch basin covet Is closed. Arty open catch basin requires i maintenance. Mechanism opens with Proper tools. Mechanism cannot be opened by one �1 Locking maintenance person with proper tools. Mechanism Not Bolts into frame have less than 1/2 inch Working of thread. Cover Difficult to One maintenance parson cannot remove maint maintenance person.removedver can be by one _ Remove lid after applying BO lbs. of lift;intent is keep cover from sealing off access to maintenance. Ladder meets design standards and Ladder is unsafe due to missing rungs, allows maintenance Person safe access. adder Ladder Rungs misalignment, rust,cracks,or sharp . Unsafe edges. Grate with opening wider than 7/8 Inch. Grate openings meet design standards. decal Grates .if applicable) Grate free of trash and debris. Trash and Debris Trash and debris that is:blocking more than 20%of grate surface. Grate is in place and meets design Damaged or Grate missing or broken member(s) of standards. Missing the grate. J __. '. TE I ii MID ISLAND CONST / QTY• 1 TL•Tl TOP CHORDS: 2.4 HIP IQ/ ..nay........Join' Locations............... BOT CHORDS: 2x4 HP E2 # ® Lateral brace required(designed frf building 1J D- 0- 0 a 2x4 DFL 92 1 3 37- 2- 2 15) 33- 1- m WEBS: 2x4 spr STUD designer).OR?X '�"'brace Stiffener applied flat 21 6- 8-14 9} 39- 4- 0 lfi} 32- 0- 0 2z4 HP STUD 4.5.6,7.8 to edge Of Web. See standard"T'brace detail. 3) 10- 3- D 10) 43- 3- 2 171 25- o- O 4) 12- 9-14 11) 50- o- 0 La) la- 0- 0 CD Truss configuration and loading by 5) 18-10-25 22) SO- O- 0 193 16-10-30 d 6) 25- D- 0 131 44- 9- 4 20) 8- 9- 3 manufacturer. 7) 31- 1- 1 141 41- 2-13 21) o- 0- 0 Any bearings other than end bearing i locations should he narked on truss. Z O i LLO ? OSO LUMBER, INC. TRUSS DIVISION rr Q 21015SR9NE ARLINGTON, WA 98223 S. M 0 4 ��t.F W43y��� O m 25-0-0 25-0-0 N1 z 3 4 s 7 s 9 m n y o- 5�oo _ ��` � 23381 p 1V41 M 4x4 m 3X5 4X9 Th}s truss is not symmetric.[v Proper aientaUPn is essentlalI 1217J1999 z T3Jf6 3)(5 ' 71-6-13 3X7 W6 3XT 10-9-1 LLJ w 2X3 4 Z 0-4-14x6 a-1 a4-1 Z —L ax w cn 3X4 3X7 SX7 3X4 US 2X4 3X4 UT P1 W sc-0-0 31 M 2-2-0 Rake J 21 2 �19118 117 1Is-is 14 13 1 CU 2-0-0 R1:1976R15.50' R2:2472415.50' 2-2-0 Rake CD CD G-O CANT: 5-0-0 2 0 m EXCEPT WHERE SHOWN, ALL PLATES TO BE R0981N5-LOCK (RHS = Robbins High Strength Plate) Design Criteria _ UBC AHSUrP1 1-1995 seals = 0.1290 (1) BOBBINS aoB®xs vDac«,n«r«plua(xl3ag,ix axl-Ati7r4 Abn ss Orrxat amw.>;.d.ce Lua m,Waesioty l«me ns ucra Lveo, TC Live 25.0 g0 Y f Designed B 00 >bo�x,PP1bd«LCLrmdv�,t rxbjose a.wmevl,bz e.w. neuanoes er Pnm.®Iumw.-ba R.ramwa-91 ,mse ede,.b tyr m oCe)«dnr«bot,vN.oaLnsae wr«may ,rs�vmmqux n«.rW.w!wn.w>y0.dnoD!e.,s rat TC Desd 7.0 pat ^ .,tl kpu�.pur lniO memeN,«b,duably,lee x�e.o,x ssnls.en.eerra<das m!,�ac�o.l urert Checked By. RE Putaa F.- LHo�oa Ymkcraam repL!emc,.crrts spil� rrdrmnNrr.r«�mwobww>�h,s�aee!�*ml+wpn.r BC Live 0.0 last Nr wMae,Lon.O«�OW�®ef•Guia9attea3eM�N,a .Wboba"r.. Ere rbwHie!rten UV«nra dmy.d.rHd'd Lka Engineering Inc. ,mnedw ,� we„,re Lax,mneexsr,�,M .«y�> e,m r raddeamLm.e.uxdm� n SC Dead 10.0 last Cate: 3-1493 saws s.or�wea-Buler pm,mipLwz nlrmr®•.P=ps.a i. baa 4dx,ba,«dtlaLiµ«ryid«a314 re,D,ehvlY,a.a.. ,.aNece nM'N,HaW OMgispufrtenlom Arsura-ersde Fum#, mP,u,d41 dvmen roauai<rh,[a,htl hW,eNiud mWh 3616 South Road, C-2 TOTAL 42.D last Ns•(nLYN.'Dnll,Sbrdflzbmf«llydl NeW Pine dn.!�m G««�W me,Wrldudtwb m�pe,ed Ll Me wxurt e,d+b cm«c rwom rsuse.•Crr1L,.dBwa,lURNMH, COPY QS H.e 6.41rema CONTRACTOR. LOAO OUR- FAC: 1.15 Dwg. No: xCO- 61ae p11 CFA6BU OP1HISMIWE A OTRIRIJ&S C TOR4ROR. - MLIUhCD, Washington 98275 1TISIRB UT DATAI CL DINGDI D&LOA SCOPHk11A110 TAL53 FA&70RE✓IEt FAA. RIMG ✓E1Ut}'1)L4T DATA INCLUDING DIM.ALOADS•.OTFOaL17D ARCH.PLANI5PEC3a FAB.TRU33IAYDITIS. SPACING: 24.0' $eqn; 27.060 - 428D0 I ' November 17, 1999 7). A certified testing individual will need to test the backflow assembly and provide a report of test to the building department. The 1-hr fire resistive wall assembly at the same location will need to be repaired. As we discussed by phone we can meet at the site on Monday 11/ 22 / 99 at 9:00 AM to review the corrections and possible solutions. If you have any questions please feel free to contact me at 360-293-1901. Don Measamer City of Anacortes 9 Page 2 Ca TWOF nn DOMOT REMOVE CORRECTIONS REPORT -Ad.^Buildlrl codes 2931901 ANACOR_TES- Fire codes 2931925 ❑ Public Works 293.1920 w The corrections listed below are hereby ordered and must be completed within _ dAys. OWNEw CONTRACTOR Auc, PERMIT NUMBER ' ADDRESS DATE a >n o-�-�- ❑ NOT APPROVED FOR COVER 20MOT APPROVED FOR OCCUPANCY OR USE CORRECTIONS NEEDED ❑ STOP WORK (Y�cti pc�t . Utrc 3a3 . t . flien ,Lq& vv.-. :. NJ �y D 41 .c oe> u• i 1f . MCi WTI i i 8m 1, ocksine arE -zx F -i- C11.?� W 8: NOTIFY INSPECTION OFFICE - +J WHEN READY FOR REUSPECTION ^ ' INSPECTOR �•°.. ` CITY OF D0 NIQT REMOVE r CORRECTIONS REPORT +co Buildingcodes 293-1901 ANACORTES Fire codes 293-1925 ❑ Public Works 293-1920 1 The corrections listed below are hereby ordered and must be completed within days. F OWNER/CONTRACTOR PERMIT NUMBER `] ADDRESS DATE y te ❑ NOT APPROVED FOR COVER �"OTAPPROVED FOR OCCUPANCY OR USE . Q, CORRECTIONS NEEDED ❑ STOP WORK =�1 vL "7r-;.A boto- ' -t Go R+�"1- L eA1�7Fh - r„r�✓'�^^^ 3t�` o.'�" � 1�1C. Sys. Or Ap Sttias I ciy` � cS�-•-� tFJ NM � �� ��n. � `'s ti ^ ` r NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION ' INSPECTOR G - ulw onminl %1 CITY Oj ► DQ NQT- REI aIE O CORRECTIONS REPORT ~co a ❑ Building codes 293-1901 J 9 ANACORTES ❑ Fire codes 293-1925 Public Works 293-1920 4 The corrections listed below are hereby ordered and must be completed within days., . OWNER/CONTRACTOR PERMrr NUMBER ADDRESS DATE ❑ NOT APPROVED FOR COVER ;✓ter 'PSI- v A?,NOT APPROVED FOR OCCUPANCY OR USE 3Le -COf"'4 - ia CORRECTIONS NEEDED g �-.'GS P WORK eA F,-XSL o� x Q -:y r NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION INSPECTOR ,. Y�Y CITY OF • D9a QT RVi1llA�E O ti a CORRECTIONS REPORT 'Q Building codes 293-1901 ANACOR7ES --lig Fire codes 293-1925 - ❑ Public Works 293-1920 ` The corrections listed below are hereby ordered and must be completed within days. �I OWNER/CONTRACTOR PERMIT NUMBER 'S' ADDRESS ❑ NOT APPROVED FOR COVER A, NOT APPROVED FOR OCCUPANCY OR USE a CORRECTIONS NEEDEQ ❑ STOP WORK lI- 13, 1 vK`.j IS � tiv�, .vtina 1 �er�� o ag V✓��oc tC �a;'t�. 60{� IC ) Ptv;w wvego 91tQ"V.M f?��4I.4w w,.o-!.� P-" s: °'@p..w�,...a �O.c.�..,�A�--qt� .. c.o v-.�-a..1� t3��. �Bc�+' C-�� uxa k •�. j cab QrNv.� taw�v.l�e t=r��t SacaK4 �—ti.:� . NOTIFY INSPECTION OFFICE gip. WHEN READY FOR REINSPECTION P INSPECTOR `�SE CITY OF DMNOT`REMOVE CORRECTIONS REPORT ~+ca ❑ $uilding,codes ; 293-1901 ANACORTES ❑ Fire codes 293-1925 ❑ Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days OWNER/CONTRACTOR PERMrr NUMBER ADDRESS ' DATE D . rav'`V ❑ NOT APPROVED FOR COVER 4d NOT APPROVED FOR OCCUPANCY OR USE ;r -a CORRECTIONS NEEDED ❑. STOP WORK e O eW y NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION 1t05PlicroR Phone-360-293-1901 Fax—360-293-1938 'i� � I• RPRAM lC To: Bill McComas From: Don Measamer Fax: 360-387-9819 Pages: 2 Phone: 360-387-9819 Date: 11/17/99 i r Re: Island Farm & Pet Anacortes CC: ❑ Urgent x For Review ❑ Please Comment ❑ Please Reply Y Mr. McComas, ` AT your request this department conducted a re-final inspectio the newly constructed retail building located at 1006 24th street and find the following items re i ' g completion or correction. V 1). An unvented gas fireplace is not permitted in a retail o up ncy. U.M.C. Sect.303.1.1 Provide 1t venting for gas appliance or remove from building. The van accessible parking stall sign must be an a rov tl type sign. The sign shall include the The symbol of access and the phrase " State/ isa ed Parking Permit Required ". WAC 51- 40 Sect.1107.3 The asphalt surface sign is not to naf nal standards. The accessible route of travel across the driv ay needs to be moved further north such that the cr slope does not exceed 1 vertical in 48 ho ' ontal AC 51-40 Sect. 1106.4.3 4). he ramp and landing at the side exit do is no -compliant with slopes exceeding 1: 12. The width of a landing and ramp needs to be a mi ' um / inches in width. stall a permanent sign at the mai entry driors stating "This Door Must Remain Unlocked During siness Hours ". Contrasting in col r and a rninimum 1 inch letters. U.B.C. Sect.1003.3.1.8 ). The grab bar at the rear o the water loset needs to be a minimum of 36 inches in length and d behind the water c set. Grab b rs located at the side of the water closet shall be a minimum 7, 42 inches in length locat not more an 12 inches from the rear wall and extending at least 54 nches from the rear wall. AC.51-40 Sect. 1106.11.5.3 L E�)L D< rm --i c/) m-I m �c -"z r- rr < °� m v D ❑ mo D ❑ o rn D D ❑ NZn- 31N A 0 A 48 smin 48 9'-0"ff.mt . 4'6" ��irmt 1^• V C 1 O n W O Ri N N N 54' MIN. CD w u° m ? o °o v iv ° O CD 2) D> O' O A7 O 42 MAX. O - ED • Y � ET 0 a m � Tco y _.� o 0 co =' N _ C L _. O 11 60 MEN. DIA�— � 'n C. (D @ O =' Q n n n A O O O rp Da Q Z w O W N o CD X cb 0- m s xT---n=-� 30" MIN. 49" - D Z A m O. p p v (�D O ? CND O GQt p O C.) 0 Q U) (D 33" TO 36" C h ? vOi O O -+ N 1!1! RECESSED DISPENSER • _ O O y (n zo N I') N y v CD c, CDO N y 'a p • a•n z v 3 �. too R �+ ° m I O A s 10" Mt • -K i Q k N O tU Ocr)- 0 00 ;z� 0 00 0 n n 3 1} p7j `C p N ,�.i 1 H fp m o. 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PERMIT CENTER P.O.BOX 547, RNRCORTES,WR 98221 • (360)993-1901 FRX (360)293.1938 [AN MUNCE,DIRECTOR EDWIN FRANK,BUILDING OFFICIAL i July 11, 1996 i Robert Nemitz i 393 Lake Campbell Road Anacortes, WA 98221 Dear 1W Nemitz: Our records indicate that you are the owner of Lots 15 to 17, Block 8 Original Addition to Anacortes. If you are not the owner of the above mentioned property, please contact our office as soon as possible so that we may direct this letter to the proper owner. A complaint has been received by this office regarding tall grass, brush and blackberries on your lots on 24th Street. The blackberries especially have become a problem as they are encroaching onto neighboring lots. This condition is prohibited by the Nuisance Abatement Ordinance of the City of Anacortes. Please make arrangements to have the lot cleared at your earliest convenience but not later than 15 days upon receipt of this letter. Sincerely, CITY OF ANAC``ORTES AA Robert Osborne Building Inspector RO:md i Z 711 973 502 Receipt for Certified Mail No Insurance Coverage Provided e .. Do not use for International Mail (See Reverse) Street antl No. 11,^� P.O.,State and ZIP Code Ole... Postage �l Certified Fee Special Delivery Fee Restricted Delivery Fee [h Omi Return Receipt Showing to Whom&Date Delivered s i Return Receipt Showing to Whom, W Date,and Addressee's Address TOTAL Postage s Q &Fees Co Postmark or Date !9 ° a UNITED STATES POSTAL SERVICE � f E Of iclai Business PENALTY FOR PRIVATE USE TO AVOID PAYMENT OF POSTAGE, $300 k k: K i Print your name, -address and ZIP Code here F i SENDER: ro o Complete items 1 and/or 2 for additional services. I also Wish to receive the I H � Complete items 3,and 4a &b. fallowing services (for an extra ,14 + Print your name and address on the reverse of this form so that we can fee): 3 �' e1 return this card to you. I Attach this form to the front of the mallpiece,or on the back if space 1. ❑ Addressee's Address m does not permit. 0 , Write"Return Receipt Requested"on the mailpiece below the article number. X 2. ❑ Restricted Delivery o The Return Receipt will show to whom the article was delivered and the date is delivered. Consult postmaster for e. 3. Article Addressed to: 4a. Article Number ,` fee. a y 4 4b. Service Type ® ® A Registered El Insured c g£-,Cx- I�Certified COD eel r t�" ❑ Express Mal ❑ Return for a bu 1 tom.• L' Merchandise ,l ® T Date of Delivery ,. b. ignature (Addressee) R. Addressee's Add ass (Only if requested and fee is paid) y F 421 Signature Agent) h PS Form 3811, December 1991 *U.S.GPO:19B352-714 DOMEST9e FdE`a`O�N EPT — ����, PAGE 0r l � d (64FT.R/W) L E G A I. D E S C R I P T 0 N PER FIRST AMERICAN TITLE CO' s SCHEDULE "C" - ORUER (DEAD-ENI) ROAD) _ . _ . 3 -► �, ; I NO: A50761 : •�-Tp "LOTS 15, 16, 17, BLO(.1 8, "FIRST AUDITION TO CITY OF ANACORTES", ACCORDING �7-- Q1 �40.00 10 THE PLAT 'THEREOF RK:ORDED IN VOLUME I OF PLATS, PAGE: 24, RECOKUS OF 30.00 " It " it It ' 30.00 SKAGIT COUNTY, WASHIFCTON." SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD" (IF ANY) . SI'1'UATEI) 1N THE CITY I1MIT5 ON ANACOK'1'ES, SKACI'1` COUNTY, WASIIINC'fON. Q p 4 1p y � 8 1 � 6 5 : 4 � r J 2 1 � CD �+ ' � I 30,00 " „ 30 00 oil NI P. I O o - �• r R� C E N E K A L I N F 0 R M A T [ 0 N •0 16h'I'. ALLEY BLOCK _f3 'j+ . ..90.00 . .. - ro n N 0.0i' �— " " it " 01 if30- O _ P� 1) SURVEY OF SUBJECT PROPEat7Y AND THE PREPARATION OF' Tiffs "SURVEY MAP WAS RASED ON a 1HE h01.1.OW—IN C SOURCES: N r3. p A) INFORMATION SHOWN ON THE ABOVE SCI'")tjIE "C" .- - -- _ _ B) INFORMATION SHOWN A THE PLAT OF '1'IIL 'NIKST ADDIT]ON TO T-UF CITY_ OF ANACORIES". 1 I c 12 : 13 14 S , 1 6 : 1 '7 : 18 19 20 M C) ' STREET MONUMENTS h'OUND ON COMMERCIAL AVE. AND 24'CII STREET AS SII011N UN '1'IIIS DRAWING. D) INFORMATION SHOWN ')N APPLICABLE E RECORDED SURVEY MAPS. co p 2) VACANT LOTS. 3) NO UNDERGROUND CABLES 6tL , ll]sS ETC. (IF ANY WERE LOCATED OR SHOD-N ON "IN!' n n u u n u n 30.00 ., -- ---- ---------2--., -;,s -ETC. , - _... _. _ . - 30.00 DRAWING. 12U.00,. . 90.00 ... 90 .00 .. . i 4) SURVEY_-E(�UIPMENT_USED HEWIETT-PACKARI) 3810-A (T(Y1_AI.. STATION) . p 0 �r . WEST 345.21 ... I : k 4sm — — _ `Z�l 'I�I-I S'I, T� E )�+ T (80FT.R/W) RECEIVED (�IAlA b10 !� ( ov�°I / AUG 03 1998 Cho S Y M B 0 1. S BUILDING DEPT �/ REBAR & CAP (t'OUND -r LS#8992) Ro- REFERENCE 110I11C �......� - B A S 1 5 O F B E A R I N G 0 50 ' 100�� 150 ' 200 ' SMe- SURVEY MARKER (SET BY FAKKEF[A 6 KINGMA'S OF OAK HARBOR) PLAT OF "FIRST ADDITION TO THE CITY OF ANACOR'I'ES" (�- STREET MONUMENI' (FOUND IN STEEL CASING) S C A L E 1 " 4 0 ' PP4b- EXISTING POWEh. POLE SU I=2VFY I N NWSW [GOV'T LOT 3 ) SEC _ 1 J-TWP _ 35N - F2NG _ 2zY W _ M AUDITOR'S CER'f1F'1CAT LAND SURVEYOR'S CERTIFICATE; �-w jiQBER1' SEI.MA NFMITZ THIS NAP CORRECTLY REPRESENTS A SURVEY NADE BY PREPARED FOR, 393 LAKE CA1H flEl.l. ROAD PILEll FOR RECORD ON THIS /��� DAY OF , 1997 = j)�.N 'a ' HE OR UNDER HY DIRECTION IN CONFORHANCE WITH �N J. �/ ANACORTES, WA 98221 '1'EL: (360) 29J-21b8 AT `,H„ IN VOSUNE OF SURVEYS AT PAGEII� j THE REQUIREMENTS Of THE SURVEY RECORDINO ACT AT �� �Mr�. „ , I .u. JOB Not 1944-91 y THE REQUEST OF: PHIL ALBANESE ♦ BCALEr 1 - 40 DRAWN BY, UNDER AUDITOR' S FILE NUMBER) ��0�7 �.�r� ( 1� .1 •V• DRAWING NO, - ONt FEhRUAKY 12, 1997 . DATE, 5/14/91 APPROVED BY, AT THE REQUEST OF JOHN J. VADAI . 5 2/ 1997 DESCRIPTIONI LOTS 15-1 BLK. B. FIRS1 ADDITI- N � DATED IN ANACORTE9, MCLC/ , � (,r., •.,� O •1M�� TO THE CI1-Y .OF ANACORTES t I F, IIY kl _ ( r ��- : 18 JOIIN J. VADAI i ASSOCIATES ME itIDIANl CO NTY AUDITOR BYt i ) I1T ADDITOR " ' 7 JOF YADAI r CF;RTIF GA E lip', y636 Phone: (360) 293-9591 5-u9 SANDS NAY SUITE. Anecortee, Xn< ('t;Vt `,fiN.IF(:t rlA1 SEC. 19, T 35 N . , R. 2 E. , W. M. ;UEMESIS.AND Ammk 5«RapadxHm Wvwp zlaee ww �^+•)"°°`°.os^ PAOItEABAY IIM( 1.n � �.. AfT1Wiwi wrLIWNY FJ ♦ 4w.ru tuNH EXIST BLG y EXIT. B LG II _/ :.M I FIOAIGO BAY EXIST. F E C E ^ S/ a,C„ S�rE a r N EXIST. 8" SEWER �0' SSMH, � e TOP 138.38 - - - a � °j� - - - --- -.. F 'S�°- _ -- IE. 130,18f- H C.B.-2 ^a �°� ��Q �° y\ LEGEND --� 60"0 TYP11 C.B. B ^ 5 ^ CONNECT 6" SEWER ALLEY xt995 EXIST. SPOT ELEV,W/PUMP 0 IPVC TO EXIST. 8" S.S. @ MIN. 2% SL. �P.PPROPOSED SPOT ELEV. 7EX. ASPH. 'fECUMSEN - Iv287 -\ STANDBY PUMP-GAS OPERATED W/ IGAL.GASPARKING 6 CONTAINER i-OCATFD IN DRYVAuLT w. + ZPOWER POLE TO BE� � HYDROMATIC PUMP SUPPLIER RELOCATEDBY OTHERS .77TTTT� v 7 (206) 486-4462 `F� VICINITY MAP nroz FOOTIN , PVC. G1ENI RAI_ SI ECIFICATIONS I FOOTING DRAIN � � � {s - i � �� r 20/ 2% ^ Q 1. Initial trench cut m iv be m ide .vitl:a jack hammier, saw or wheel cutting attechuient All 0A I II - - - -^� ' iiR LOCKING LID 3030-LA trenching shall bE bsckfilled with V5 inch crushed rock within the top 4 feet or less (see detail- oo1 1). The trench shall be compacted to 95 percent maximum density, as described m Section 2-03 LI � 1 of the Standard Specification Any trenching over 4feet in depth shall comply with the same '/' V'V �,w COVERO PROPOSED . \ ~ , Na.303o-P ------ _ ^ UTILITY VAULT CO. requirements except that tl`e Contractor may use materialsa mved by theC NCRETE �� ppN - �QTN✓ ., 2. All backfill and compactionshall be perfornicd in 8 to 12 inch lift.,. ExIST APT. BLDG. WHEEL STOP a EMPLOYEE z O BUILDING 206 B39 �3500 3. Spoil material shall not be stared in the traveled portion of the st.ect rig;h[.of vvnv I'he storage (TYP.) aNG FF EL. I4I .2 �� area will be as specified by th inspector. _ 4. Tem or restoration of tre aches for overnl ht use shall be aeccm lished b usin MC c old a D.S. I p �rS g p - ;mix), or steel plates. Cold mie patches are the contractors respoir.ibility andshall be main� _ � „s1Itained until hot mix is ei. ° _) NOTE° �- Jj H 5. 'traffic control shall be maintained at all times and conform to SEtion 1 0 of th St ndard in ALL ROOF DRAINS TO TIGHTLINE e1 Ir Specifications. lD lD "� OPTIONAL IQ O Streets and pedestrian facilities shall be kept free of dirt and debris and maintained at all times. PWR.J - TO DETENTION SYSTEM Bnse I z h.O %3030-SB ,. I 7. All street cuts shall be restored using in kind materials, i.e. a street cut with 4 inches of co❑X - Y 1 �� aY¢ crete and 2 inches of asphalt shall be repaired with the same materials and quantities. In no LL case shall less than 2 inches of the wearin course material be used for rep itw O �� ���� 1 a 3 o x gO '' W S. Tack shall beapplied t the existing pavement edges. 9. Asphalt concrete class G mix shall be placed in equal lifts of not more than 2 inches. All w 4I G H CEDAR `�j �\ \e" O I \ 4 / asphalt applications shall conform to Section 5 04 m the Standard Spec ifications. ('enipaction of _2 / Q I ��-����-�- - ��� asphalt lifts shall be an average p v 92 percent of maximum density. GA$� FENCE _-_ o �Q O �r 10. All joints shall be sealed usu 6 paving asphalt :1R4000W U C B -2 (A ' 11. When trenching within the roadwayshoulder(,), the shoulder shalt be r sf Feud Lo its original or uEl I V better condition. QD so m rYP a e.e. DRY VAULT DETAIL12. T tie fu al path shall becompactdas SOeiias possibleand im no ,,ere to ino d;,ys after the p1 trench has been opened Th s time frame may beadjusted if di Iays era due. to inclement paving � 18.5 �� 6 /7 Q I weather, or other adverse conmtion. that may exist Bowe• d laying of final patch or overlay work is allowable only suhlec t to theengineers approval \ u EXIST ao _ vim; . ..m ^ 2%� .� / BLG. ORDINANCE 581 \ ,� N I -m 1. Application for perniit.shall b made not less than r days prior t c I role. s 1 ,I ;r tu;+ ;{ it; All sur YARD DRAIN a 0 I i ; VqV �� � faces, plantings and stnicUre,s � istr6i +.c. by t ; work shall be resGn ed o o;i{,urd „ul;t; n lb.qulre. TOP 1,11 .7 /I, ______- O 4 H ments of Ordinance No. 581 shall b ec,ilo ('d, including bonds warning and Lam :id,- d(•vl ristoratio;; I.E. 139.30 GQ X I o(pavcinent and l�abiht}' 1ppli .:entn- ean_, . .,pnnsiLiliy +,r any nnr+ nll l:uail + I• II 'i!iLios, O_ (� 8 N 2� a°' 3 W I whenther pubhc_.y, ,n i�i!,;It l4 ownc i. �ZL �a^� �ZXF� Z°I� a �o O ^ FOOTING DR N � L. V" WALKWAY l YARD DR. (RECYCLE lBIN �11/L/L/11� 40' a 3/4 WATER 26VICE a W W W/SOLID OVER ^ - EX. SWALE _ TOP 141.27 A N . 137.82 V� ��' --� �' �, L. E C A I• D E. S C R I P T ] O N PER F I kST AMk:R I CAN I'L11.E CO' S SCII h:D I1Lt. "+;" uHDt.k \EX. ASPH , PARKING _ �'J , 4811 11 f4t.� PAD YARD DR. Y 1-�z" `�� -7O NO: A50761 : I /o "' -O U P R TOP ��V� �R��-�� "LOTS 15, 16, 17 , BLOCK tl, "F1k5T AUll ITLtIN 'fU (:IfY UP ANAI:I7H'hk S" , ACCUItIiIN+, 0 0 HANDYCAPPED PARKING 6. 4 W p I.E. 138.30 �AS� GA SE i/!c y^F PARKING 11 O THE PLAT' THEREOF RECORDED IN VOLUME I OE PLA"IS, PAGE L4 , kl.(c(MUS ul SIGN,3-5'ABOVE GF�ADE G G pt_QNTE ' SKACI'I COUNTY, WASHINGION." ^. L 0 90.00 7o --�. 90.00, Dt SUBJECT TO EASEMENTS, RESTRICTIONS AND kESERVATIONS OF kECOkD" (IF ANY) , z GGoWErz/NCv a� ASPHALT O cF/�tz�y LANDSCAPING g5 \ S R LANDSCAPING �` g5 RAMP(TYP.) I STORTZ FITTING READ. �1 - ` (RHODODENDRONS) q0� ON OR NEAR HYDRANT. ---�� F.H. sIIDATEJI IN THE eu'v 1.1MIrs ur ANAcukIEa, sKAr.rI ( tn+N'rv , unsulN(rfuN . w 2 pp RECORD OF -SURVEY AF 9105[ 10001 V) a Y 3/4"WATER YELLOW CROS WALK J- -o- o EXIST. -� q yMETER STRIPING 6'WIDE SIi EWALKM. ly i w DRIVEWAY PP aWMX __/ / // CONTRACTOR / CONTACT OWNER / DEVELOPER z Ass «'Ass BILL MC o �' L C MAS - - JAfI P(eSFLER J .�^ PLANTER h 22' DWY. PLANTER � 15 DWY. L 0 365 PINE CREST DR.ati (SEE DERAIL) ^� (SEE DETAIL) EXIST, 6" CURB % 507 MEADOWLARK LN. GOLDENDALE , WA. 98620 MT. V 6 ,11ON , 8 � MT. VERNON , WA . `ji�221 p9 EX. C.B ( 509) 773-6627 ,eE�oc.q rE ini p 133LF 12" CP. @ 0.79 /0 � TOP13 .:3` SITE ADDRESS C3/!c✓ o w� V (TVP� E.137.39 �� C B. TYP.-I SEE PAVEMENT PATCHING 010 24TH ST TOP 141.45 DETAIL o ANACORTES, 'JVA (JH221 N Pax as > I.E. 138,45 CITY OF /�I�q�'OR�1=S V � � /q0 I'KI CURIR,tt /UR .SHtl.l. dllUl P7711 / t >('�.1IRV, � � �ERMIT��N4, �T r C W "R 5 *� w � O1' 911 I tIS11V(. l llIIIII 1'IUC)1z 7U 1 �} C t)ti �'1711 'r /1OI ' APPROVED ED � 1 r� s'PP �y 'X54 �o �c� y xS ,�ov a ti AG/ •tif I1S IVf OI IT I) SH9/.LI3l tiO/7l1� /I {L7I//LV .i Kl l.SO.V11H/ /. � ,� 24T "" ST' R_O.W. 345.21� WEST 7YAfAPRIOR IU TNF.SIARTOI- ( '0,VIQR(-('7I0,V I"ERMIT NO. " U2117 - - AtCi:,"RE g; ED l UC(.cUNDERGROUND LOCATOR SERY'ICE 98 ('AI_I. BIil7)RF. FU(C DIG' &ED BY: - -- - - - -._- - TAX N0. 378800801 10006 I -xoo 424 - TO FIELD ffVSpE�� r5U PT ILDItvG EXIST. 6 W- - 6 W- � �i• :• a T.B.M. SAW SEWER M.H. RIM (CENTER ) EL. 138.38. LOCATED ON �P SIDEWALK @ ALLEY a COMMERCIAL AVE. r" - - -UGP EXIST. _ --- - - -- -- - -UGP - -� t Et dY r .L �RCO job nQ D.P. des `' SITE / PLAN n g ddi rawn J.I . I�,e B 4' CIVIL ENGINEERING OPPY41, BOUNDARY APPROVI".D FOR CONSTRUCTION zap �i � tA� � � ,��naa�.d.-A date - SURVEY BY JOHN J. VADAI a ASSOC. g 9 � � �� -- -r . PHONE: (360) 629-6710 9J0o2 270 ST NW. FEED 8E SEED STORE i OF 3 REV. NO DATE REVISION dw9, __ ---- - I°- IOi 809 SANDS WAY, STE. F �Glcvrlc Rnd Z; ,e K •'r'+R�4 zry_ ZL '"1 STANWOOD, WASH. 98292 wale I3y � a� L /_ 7 30 f'S PEf' !'/TY COMME 0'O oo <bs o t�E> - ---• ANACORTES, WA. 98221 TEL(360) 293-9591 - �� �� �ti � - - VATE X _______. __-_.-________-_---___- PUBLIC RIGHT OF WAY t _ PROPERTY _ _ A N N-MovE:N seDIL(aNro CONTROL FABRIC_._. _ �\ { '`h� �(r - _aNNE arvn1IA WINE[F1101I. USEERIA'. LO MI06 b� L FN USE SFMIES OR MIRE RINGS �' � r ;, , f ,,..A .%', -:},., VU, l� ,1/�� Nc' ON IAO sIu:rPATnI T Y..� - - ., aN uPucaolury F._. m q1.1 TO 1 SKA IT.VAULT BOX L � CCufnREO R v'PCRCEN!AAA Dl:y. TO ATTACH OR O MIRE. �`� - �� �'^-fE DTCN OS C JORMAGON z i z SUN D rocx�.rt sPEAUT IS e[ CREATES II ,__ _-11 iT (�J _ 2_ 1 ' / wml,w c uAL Auawr mmennr I. 1- . . I- I�' III I.FTT i o / .� .� / Cl z unr uAMwv Wis ._ 4..n � /� -. �. �� L _ x2' PT WOOD POSTS SFF NOT -_ _ --__ ___4 Al _ <�� o \/� NAS NO, it BACKFILL IN _ � MIC - r'EEL Posen. AS nl.T1_ � �� w 2 UAL MO CONCRETE PAttN 6 IX. _�� � � � .�_; � � � c,. � r�Av°�or Ewx ucm=�m+ANdT e' O ON CENTER G {(rJ �.--� A FEED OF e/N waI Oxus cxuNEL!A SERVICE LINE 1-0 SURFACING YATIRAL TO NO MIIFACTLD A7 E; rF ! 1 OWNER SUPPLIED Y to III IL- m cs PERCENT OF u.wvav ousrn' C AGN S LLCBf slw.NOT DICEEO L o - - TO �3 FACED - I ) , Jl 1 � III I- _ 4 i . III I_h I E 'w. Hnnus HANK RUN ceavp,cau III- ; P MD TO D PERCENT Of YAllYW UI "I CENSTS CO AMD IIRS SEW..NOT TYPICAL ASPHALT INCEV)N TO :F rvrN� w NO.: ITEM: MATERIAL SIZE � I -- ----- AND CONCRETE PATCH rn 3 I METER CONC. No I 5 alm.'c vFxA:T _.., _f _.A,. Box V Irl 2 PETER STOP COPPER S/A INCH -..[r---. -- V - .-.-. ✓f�/✓ 6. Cx SON, CDCE<An(L:DCR O[5G1TSG M'IRf' Nk SEry SEDIMENT C0.4T(20l FABRIC LE O rrr lit ANGLED BAIL �',, b.f „ C' NIRF TE r_ O n (, iiFOR .' 7 / n /' 7.// T. - ,_ NAIL TO SCOTS N REQUIEDO0 -___- _... II (. f _ - METER - BRASS / "I -/'%//_' ^ .�, -._ v -lJY{,J_[`}r i!-rt:". L/` /// // 9 TRENNCII G NCE IdN'. IN PLACE FOR G MONTHS OR LONGER t �'.»�`'� a -u"-i` 7 salsas m - _ . A .1, 3_. 5 B T A - / L E ( %/ �/�/�� 1 10 ^Nennmero[ur'u - -- 1/I lil 4 INCI - v r .Sk CUT IN NGi SOLI t N BON B TRENCH W/NATIVE . 1 i ( ( I• � ����Ti -III- � /� � � I I SA v CLT ON O11lIHF' SUPPORT FABRIC WHEN IS t0 9E H SERVICE T rl - I. _I - --I_ 'RE:SHFD RG�'e " Nn... F UIREB I''AFT stxucm �uRe Ce FABRIC ON Ile ! III_-I. I_I' \ ' ItI -4 - PIPE COPPER 1/A INCH I�' - CI`lQ Al SECTION A_A sole„ arvD ON narR s1oHs 11 rJ 5 COP COPPER S a IN JI - � ��. In 1,N 15SUR©E^ �ARiM - •• _ _ � rn F I1/\I.1/\/I / 11 6' ( IE ll i \\ MAUI _.6 SADDLE BRASSIFS„BODY / C BE ANS EL v> LEssllS[ -'F -__ ...-_ '.2'- __- b. . f_ ,ems ! j t1 (I IS IS Pi,A n� ]/�f -T K Y- ss GENERAL NOTES: BRONZE �Iuh ° F r Pau' -Y BE GENERAL NOTES --.- I [1 STRAP---_ - .__.__. -- _ n M4 If R BOXES SHALL HE EOGIOF, SKAGII VAIA.T OR APPROVED EQUAL. (POiAC OHe/NSI EHIS A IN TIIE C All I AFTER HAIL. BE A ROCKWFI_I SR OR AS APPROVED FTY THE CITY. = ST`I 'PONT, UE a'ARE roE Af .' L!r SACK IT. J v 5'PE2a C.n n°•uar Tao st,r Aa'c IOf)' D ANGLED ME TFR HAIL STOP AND CORPORATION STOP SHALE. BE A FIARED OR MUELLER 1I0 COMPRESSION FITTING. J TO IDXPu oN�011 oN - t - ID I- cx .TEe I o. t' I9PF HALL BE } q INCH iYP! Y COPPER T ;ADDLE FOR MAINS'SHAI L BE POIJAC 101 B/101 BS X 1 P OR EOUAE A, rnNEE-H.D IY nu:INGIN[E. - _ _F OWNER SMALL SUPPIY PRESSURE REDUCINF VALVE IF REQUIRED_S WAIFR SERVICES HUNCHES SHALL BE PACKFIII_TO WITH 2.5 INCH MINUS 13ANK RUN GRAVEL 0 TYPICAL II ANU BE COMPACTEp TO 957 OF 1AAXIMUM DCIJSIIV GUTTER DETAIL PATCH T ,a _ P, -I:: �-� L SILT FENCE - ;Is .�. F 12 o.i- :3Be AL ASPHALT ---------- �,._, F NAMEI PAVEMENT SINGLE oA f I, CURB CUT DETAIL N I 'I;:>, - _- - LIFT PATCHING AND { RESTORATION DETAIL ROOF DRAIN EXIST I G1�;NIH�RAL, NO'FFS ON SENVE 2 HOOK-l;P PROPOSED PROPOSED APT. 2 / + BLDG. JUNCTION BOX GRADE EXIST. GRADE Mlti! LootiNy LOCATE FOR SUITABLE i - 2%t F,F EL -141- oPEti CaR/FTE� SITE IN B(_D� 1OWN POI , r,R CITS_D� DPAIN ,.RE ,A;, OWED ro CONNFO To THE II)pO A7ITARY F.T r:R. 141 - vC5 THE PROPERTY OWN F.R MAY ZN IA .L HI AHEL1 OWN SEWER LINE ON HISvHE,R OWN PROPERTY IF INSTALLED B / ONTI CPCR, THE FIRM MUST BE LICENSE,`) AND I'. BONDED. PEA GRAVEL( I/ MAX.) �� -�- 156, 3 SIDE SEWER PIPE SHALL' BE i, IA_ I:MLM OF I" 11'A, PLASTIC ASTM 30_ A , ASCII 140 2 CONDUIT SSE �/N D2 S5 OR ABS SUiD. 40. ALZ BILLS MUST BE FACING IN THE UPHILT, 2"COMP. DEPTH CL"B' AC I vorFs DIRECTION VC r MA-XIMUM DIS T A.10E BETWEEN I E.PW-OUT T - ` 100 FEE CLEAN OU - ARE LIP REQUIRED RED FOR ANY SENDS GREATER THAN 4� UEGREFS 4LONG WZTf{ I'R?OR 139R ' 25' MIN 3HCOMP. DEPTH CR SURF. TOP CRSE. TTGNT1 TN 6r 'ERF. PVC. \ Al" �VAL B =TM c1. N�QLI INSPECTOR.o Ise �HeS SHALL EouNDr,T6oNA PLUGGED Yr THERE 7� FOOTING DRAIN NOT" PIPE SHATL BE BEDDED WITH 1/4" MINUS MATERLaL WITH 3" OF MATERIAL, VALVE n _ / 38 cru Ma IH *COGEP. o AONEI GIA u0R srt[ ; WITH 12' MIN --- r UNDER THE PIPE AND " OF MATERIAL OVER THE PIPE. THE BL'DD-NG GRAVEL BASE AS READ. UNION FORCE MAIN ISSS -TAN +F CIdH 'I YPOS.D :°Il. M.lTERIAL SHALL BE FREE FROM ORGANIC SUBSTANCES ANC ROCKS G?FhTER TAT; SCH.40 PVC 36 O CM.P -- N sr� TH SAND OR PEA BE ARE CONSIDERED ACCEPTABLE (SAND PREFERRED) ALL 4LC ANO n OI Iti rIeACEI.. .1.'t0 F%1TTING ASPIIALTF:D YOA Yti 'i14A1.L 4 f1� QIARRY SPA I$ Tvl Mj 37 --- --------- -- _-- b -' y A C BE RUBBER, GASKETS EXCEPT 4 -IN SOLVENT WELD IS ALIAFZM CLP-��T vHED GRADE. e wcPvruANHI .I nI EI w.n oen WORK oR As aeQUE'rm m ruE � ,--'R i BELOW - RJIEt„ ENGINEER n4IIr'oR TB. `�� � . ALL EOINTS SH. I. , BBER AS ETS ' ' THERE: ' -_ - CITE INSPECTOR � rj t✓T '[O l37. 75 APPROPRIATE.. 7 P-RALLE WATER AND ! T, LINES +1L1 BE SEPARATED BY A MINIMUM 12" s 1 ROVIDE' }'U L NIDTE OF E{A PILOT. r Y hD 1 VER I ALL NI E OTHERWISE APPROVED SE' ,- 2 36 - - PUMP FLOAT NGRESS/F,t REY ARErr 36'�0 CMP PI lE AT .L r BE 3L C , W . I. r.1NR'S ON 135.65 8 ALE SIDE SEWEPS fill' -D1 ,PCC:_) rill" CITY INSPECTOR F Br,cF;FILI,ING. v 1 .. M iT T °n S I H . EUILJI SEWER IAr , 'UYID'. I) 2EC.; OIL C? 14N BETWEEN 'IFIE 135 _- - �1-1 E { , J 0 PUMP TEMPORARY -- - -�d.M nPCN v vc, 3 IDIIJ 2A A.N IA E ? 1 A [ C #q "OFF 134.6s CONSTRUCTION .B.L flir NF.r kTr Nf � r - dL 'DON ? �_L:H - ,!} i J.US. ? JD FILL 1 PUMP- I/4 H.P = 22I/2GPM o 7' HEAD ENTRANCE DETAIL HYDROMATIC PUMP SDV25 OR EQUAL. - C FIT_0I4_ANACUR LS GE',,NEIRA.L, NQTIES SECTION A-A PUMP STAND SCALE -� (CON C_ BLOCK) ANDND rCATERIALS SHALL BE URRENT STANDARDS OF CITY OF ANAETE ALL CORTES ES CODE AND CURRENT APWA ORK ACCORDANCE WITH THE SPECIFICATIONS I' = 10 HORIZ. - STANDARDS AND SPECIFICATIONS I"= 2' VERT. 2 THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATION OF ALL BURIED UTILITIES OBSTRUCTIONS IN THE CONSTRUCTION AREA PRIOR TO COMMENCEMENT OF WORK. HE SHALL COODINATE WITH UTILITY SERVICE SUCH AS WATER, SEWER UTILITY, GAS, TELEPHONE AND ALL OTHER AFFECTED UTILITIES FOR FIELD LOCATIONS. PROPOSED C.B.#2 D ETA I L 3 THE CONTRACTOR SHALL DIAL 1 800-424-5555 PRIOR TO CONSTRUCTION FOR AID OF LOCATION GRADE N.T.S. UNDERGROUND UTILITIES APPLICABLE EXIST. GRADE 4. BACKFILL TRENCH OF CULVERT PIPES IN LIFTS OF 6-8INCHES AND COMPACT TO 95%RELATIVE COMPACTION BENEATH ROADWAYS AND 90%OTHERWISE. 1 RESTORE W/ 14 - - --- - ------ ---- - 3" MIN. CRASS-B ASPHALT 5 NO PORTION OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED OR PUT INTO USE 17" �' UNTIL IT HAS BEEN FLUSHED.TESTED, INSPECTED AND ACCEPTED BV THE CITY. ---_ MIN. � - 3" MIN, C.S.T.C. I ,,-- ASPHALT CUT 6 UNLESS OTHERWISE NOTED, ALL STORM SEWER PIPE SHALL BE NONREINFORCED CONCRETE 140 - -- - 2% PIPE ICE) ASTM C 14 DRAINAGE PIPE MARKED"PVC" SHALL BE SDR 34ASTM 3034 OR `- -�-PAVEMENT APPROVED EQUAL. 36' CMP SHALL BE 16 GA GALVANIZED STEEL WITH ASPHALT TREATMENT #1 .,E COATING. ALL OTHER PIPE MATERIAL TO AS APPROVED BY CITY ENGINEER o oo°o°o 00 0° o CRUSHED 8. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY INSPECTOR AND DESIGN Ell 139 -.__ _ -_ _ W - - - o00 00 0^ °0000°ao°o°o°o°o°°Oo"T0000 00 0°^° o ° oa000T BAL AS > °o 0 0 0 o ENGINEER AND SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. N O • o°o ° ° o°o °a°I,Aoo°O�°°Woo°c f- T 138 000°° ° o o°o °° °°°° 9 THE OWNER OF THE PROPERTY SHALL BE RESPONSIBLE FOR THE CONTINUAL OPERATION AND o°o°oo°oo°ao °o°Woo°o°000,°,o°oPnoo^o°°_^ MAINTENANCE OF THE DETENTION FACILITY IN ACCORDANCE WITH THE MAINTENANCE PLAN roo°000°o°o°o°°°°O AND REQUIREMENTS OF THE DEPARTMENT OF PUBLIC WORKS. 137 -- --- - 10. DEVELOPER/CONTRACTOR SHALL NOTIFY CITY INSPECTOR 24HR IN ADVANCE OF ANY AUTHORIZED WORK AND HAVE ALL WORK INSPECTED AS WORK INSPECTED AS CONSTRUCTION PROGRESSES. 65- 36 CMP � 0.0% MATCH EXISTING WITH CI`Y OR PPROVAL_ 135 - 11 THE CONTRACTOR SHALL KEEP TWO(2)SETS OF PLANS ON-SITE AT ALL TIMES DURING CONSTRUCTION FOR RECORDING AS-BUILTS INFORMATION,ONE SET(1)SHALL BE SUBMITTED TO APPROVED FOR CONSTRICTION PERQQ-ENGINEERING. 135 _____ GENERAL NOTES: 13 ALL WORK IN CITY RIGHT-OF-WAY SHALL CONFORM TO CITY OF ANACORTES ROAD STANDARDS. -"-" THIS WILL INCLUDE BACKFILL DONE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS AND Y STANDARD INSPECTION PER SECTION 12.00 OF THE CITY OF ANACORTES CODE. - -- 1. ALL JOINTS SHALL BE SEALED USING PAVING ASPHALT AR4000W. ------- 2. CONTRACTOR SHALL REMOVE AND REPLACE ANY AND ALL SUNKEN, TIPPED, CRACKED 14 CONTRACTOR TO NOTIFY CITY PUBLIC WORKS DEPARTMENT AND PE$¢o ENaIL�€�RIIN 134 -- - - - - 6� _ OR BROKEN CURB WITH THE PROJECT LIMITS. \ 3. CONTRACTOR SHALL CUT THE ASPHALT BACK A SUFFICIENT DISTANCE TO ENSURE A SMOOTH (PH 629-6710)WHEN READY DRAINAGE CONTROL FACILITIES ARE READY FOR INSPECTION. ALL C.B. I \� TRANSITION FROM ASPHALT CUT TO CURB. A JACK HAMMERED CUT IS PREFERRED OVER STORM WATER RETENTION/DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION A SAWCUT. ,,.p PRIOR TO PAVING AND BUILDING CONSTRUCTION UNLESS CITY ALLOWS OTHERWISE SCALE 4 CROSS-SLOPE OF NEW ASPHALT SECTION SHALL BE LESS THAN OR EQUAL TO THE Z/980�° Ig�! 15 ALL ROOF AND FOOTING DRAINS TO BE DIRECTED INTO THE DETENTION SYSTEM. I HH= 10 HORIZ. EXISTING CROSS-SLOPE AND SHALL. NOT BE LESS THAN i% WITHOUT APPROVAL 7/31 198 I"= 2' VERT. # OF CITY ENGINEER. C B. 2 5. ASPHALT PATCH TO BE AS PER CITY TRENCH REPAIR DETAIL. 6 RECOMPACT GRAVEL BASE TO 95%, OF MAXIMUM DENSITY. R.. SECTION B-B � �'{ , � lob nQ 9e029 W/LOCKING OPEN LID W/LOCKING OPEN LID I- - REVISED DATE 10-51-1996 G q Cosign D P. TOP 140.90 TOP 139.70 STANDARD E CRBRPLOTDWC _-- Al �•J drawn I' I.E. 134.65 LE 134.65 CURB AND GUTTER STAND. ID ell NIREET /� ° NOTES / DETA I LS E' CfIY OF ANACORTES FNCR. DEPT. /. a V REPLACEMENT DETAIL _ AN IIS wA 98T21 - �- �°LM'` ���►� I ' N G PP CIVIL ENGif� EEP ' � PHONE: (360) 629-6710 99002 270 sT. N.w. FEED & SEED STORE date ____2 dwg OF 3 e.s STANWOOD, WASH. 98292 scale AS SHOWN 4- z SEC . 19, T 35 N . ) R . 2 E. ) W. M. ,JFHESISLAND . ke R•podutwn Wang aY.Mn'.iepr MvNvq-,mµon PADIUA BAY GUIMtS LHpHµEL r11 I I � _ ✓ � —� I /run _, i '�� b LG / fIDAIGO BAY I 1 ~ X I _m 7 FENCE i l S S EX I T S E "J E R .,H.-- - ---- -- �-- -- - - - -- -- - ----- — - -- -- - ---. .----- - - Sop SS �' S AH law ALLEY EX ASPH 3 ' PARKING SILT FENCE •r O w VICINITY MAP � - - -- -- - w GEARING � M1T,S _L',MP--ORAL VEROSION.—CONTIR41�NOT�,,S. o-° Q 1. TEMPORARY ER OSIONISE D IMENTATION CONTROL FACILITIES SHALL BE CONSTRUCTED PRIOR TO ANY i 1 GRADING OR EXTENSIVE LAND CLEARING PER CITY APPROVED PLAN. THESE MUST BE MAINTAINED / - L'NTIt CLEARING AND OR CONSTRUCTIONIGRADING IS COMPLETED AND POTENTIAL FOR OWSITE EROSION HAS PASSED_ i, PROPOSED I /i BUILDING 2 SIDE SLOPES SHALL BE CONSTRUCTED NO STEEPER THAN 1-1f21 ON FILL SLOPES AND I I ON CUT EXIST. APT BLDG. /I SLOPES UNSTABLE SOIL CONDITIONS MAY REQUIRE FLATTER SLOPES. - I FF EL. 141.2 SILT FENCE I 3 STORM DRAINAGE DETENTION AND OR INFILTRATION SYSTEM MUST BE "OFFLINE"UNTIL GRADING IS \ ! ., / COMPLETE, EROSION POTENTIAL IS PAST, HYDROSEED HAS GERMINATED,AND CITY INSPECTOR I j { SEE DE T. ) I APPROVES CONNECTION_ STORM DRAINAGE CONVEYANCE AND DETENTION SYSTEM MUST BE _ FLUSHED AND CLEAN BEFORE FINAL CONNECTION TO DENTENTION SYSTEM. \ CD 9 - I I Q �'I 4. AREAS DISTURBED BY CONSTRUCTION ACTIVITY NCT COVERED BY IMPERVIOUS SURFACES SHALL BE PW R. I -rr� \ \ LANSCAPED OR RESEEDED AT EARLIEST POSSIBLE TIME NOT TO EXCEED 30 DAYS AFTER �,.� 1 III - 1 6 V CONSTRUCTION COMPLETION. p A a j X 0 -- --I -- .�a° �'•� 'il W 5. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE 1 W WILL NOT BE ALLOWE❑. FAILURE TO COMPLY WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED. O � •�?° "� I 6. BACKFILL TRENCH OF CULVERT PIPES IN LIFTS OF 6.8 INCHES AND COMPACT TO 95%OF MAXIMUM DRY DENSITY UNDER ROADWAYS AND 90%OFF ROADWAYS. ALL OTHER STRUCTURAL FILL TO BE 95%OF ' G MAXIMUM DRY DENSITY. I \ 7 p 1 i GAS�N� A, I � ��/ J�/�/ � � 0 /tea 1 j \�\ �� Y U /� l (7 ) 17) E : Ex 5 T The Contractor shall be responsible for aLG GRADING QUANTITIES '�, �� ° °°e° V �P�t, Baggers, and any other needed actions to protecuate tlife, health, safetyofthe (n ° °� 1 I CUT = 315 5 C/Y performance bf work covered by the � ° ►c 9 ��� public, and to protect property In connection with the o p � v \\ / _ 3 LL contractor. An work within the traveled right-of-way that may Interrupt norrnW traffic now shall ° o o, FILL — 60 C/Y + requhe at least one Bagger for each lane a traffic affected. All sectlone of the WSDOT Standard - - ° \ y TEMPORARY GRAN 9 — _ ° I Specifications 1-07.23 - Traffic Control, shall apply. CONS RUCTION ENTR NG�E vo v/v 3 ( SEE DET. ) cn WALKwAT � -- _ o` ( ' 40 EX SWALE I P.�� � �� ail L E G A I. U E S C R I P T 1 U N PER FIHSI AMERICAN 1'1'1LE CO' S SCHE:UUI.E "It" - OROLK N(>: A50761 : EX. ASPH , PARKING 0 r LOTS 15, 16, 17, BLOCK B, "FIRST AUD7'1'L(1N "CO CI-CY OF ANACUKTES" , ACCUFLhING . o-�. PARK1No �� 11'O THE PLAT "CIIEKEOY HkI:OHll EO IN VOLUME 1 OE' PI.AI'S, 1'A(:E 14 , KE:C�IKNS uE SKAGI'I' COUNTY, NASHINCTON." 0 90.00 — _ _ - - - - SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD" (IF ANY) . ZI i LANDSCAPING ��� LANDSCAPIP-1 -SILT FEND F SITUATED IN THE. CITY LIMITS OF ANACOKIE , SKAGIT COUNTY , NASIIINI,TUN. H. �l S HI j PP / _ - p ' A� o -Sl{3E'NN�L,C ��� PP �� M� P A O Qn '� i OWNER / DEVELOPER �� 2 • a• CJ • oQ n ° p QCQ va oc _ li � p � JAN POSTLER y, v o p c� o o���� ' Q o�<; ° �:•o_ - v -- tX 6" 8 %/ 1507 MEADOWLARK LN. ��^A,tin° � O o D O� O Q q4l A Q P ° • � J ii I• p �. p 0 ft O a p [� :-0e'•R�'q Q_.G O PIG -, PAT VERNON , WA . 98221 • � W •� (� 909 (, TOP 139-09 LE I39.30 \� THIs c0N77RACIOR SHALI, 6'h'R11"Y THP LOC'A710N /4 UF'All h-VISITING 1777L1171,,SPRIOR 10ANYCONS'1'RUC'I7E)N. C. AGIiNC1L:4/NI'711.F'1.Y).S'HAI,LN1s NO'1'll'71:'l) N�17 NIN A RI:AS(JNAB/.li 7NEPRIOR TO 1Hb:SIA1?101PCONS7ROC7ION. -- - ti - _4 a — 2 4 T H ,. ``L - ST. --- - °' R O W. 345.21 WEST - ------ UNDERGROUND LOCATOR SERVICE (.ALL RLTY)1XE' Y01 171(; I - 800- 424 - 5555 CONSTRUCTION SEQUENCE sow S%Iz/9 I , ATTEND PRE-CONSTRUCTION MEETING. i�L�9Cg TAX N0. 37680080I 10006 Tfi.f\4 SAN. SEWER M.H R!M (CEPJTER ) EL. 138.38 . _OCATED ON 2. INSTALL ROCK CONSTRUCTION ENTRANCE. 3. INSTALL FILTER FENCE. ]� RCO job no, 98029 SIDEWALK a� ALLEY 8 COMMERCIAL AVE . 4. CLEAR ENTIRE SITE- GRUBBINGIROUGH GRADING. Q /�./ d°NI9� D.P. 5. INSTALL RETENUTILITIONIDETENTION SYSTEM. l .LJ GRADING / TEST PLAN drawn J.I . 6. INSTALL UTILITIES. `�` �, .� CIVIL ENGINEERING pp 7. FINAL GRADING-SIDEWALRS ,CURBING. �p a 'y'd' 8. ALL PAVING. �' date 9. FLUSH STORM DRAINAGE SYSTEM-I.E. CLEAN OUT AND TEST SYSTEM. �lM►At, PHONE; (360) 629-6710 1143 SR 532 FEED a SEED STORE 3 OF 3 SURVEY BY JOHN J VADAI 8 ASSOC. 10. REMOVE ALL TEMPORARY EROSION CONTROL FACILITIES ONLY WHEN CAMANO IS. WASH. 98292 dwy. 111. 10l 5809 SANDS WAY, STE F ENTIRE SITE IS STABILIZED. ���i scale ANACORTES, WA. 98221 TEL.( 360) 293-959I _j TRUSSES PAFG'D BY OSO LMBR CHAMPION SNAP LOCK 16 GA METAL ROOFING 2"X4" PR.--�+,IFG ROOF TRUSSES 16-GA METAL ROOFING OVER OSB SHEAT 15# FELT HING AT 24" CC CHAMPION SNAP LOCK - NON GLARE \ NOTES: W/ CONTINUOUS RIDGE VENT l� r 12 FOAM PLASTIC INSULATION SHALL HAVE 24" BAFFLE ® EA. VENT 4 A FLAME SFAR K RATING OF 75 AND A 450 PER SLc, 2602.3. VENTED FREEZE BLOCK ALL HANDLES AND PULLS FOR DOORS j W/SCREENING WINDOWS AND PLUBING FIXTURES TO BE EASILY OPERATED PER WAC 51 -30 SCALLOPED FILLER SEC 1106.11 .5 OR END TRIM + c�Tr ' �/ R-40 SHOWERS TO BE ACCESSIBLLE PER WAC 51 -30, SEC. 1105.2.1 AND 1106.11 .10 . 1 ' OVERHANG 1HR RATED INSULATION (TYP) GUTTER INC.I. RAINGUTTER SHEETROCK i 2" OVERHANG MECHANICAL VENTILATION IN RESTROOM 2 L_sCyezS TO MEET VIAQ SEC 302.2.1 (TYPICAL) AnLY IRR�GP T�o� 1 oR W/�TE2 Sys ENn _ SE2� Ily� STRUIC-TURIcTo NAJE \ HURRICANE CLIPS 2X6 STUDS PL_U Nn 0I1-1 G F3Aeu-v::L.pv.) \ 16" OC PREdCr! rimer i pEv 1C 318" T-111 0vG2 J J 5/8" GYPSUM € R-21 INSUL U o '/2" OSB WALLS (TYP) o 0 JJ J J J J J J 1_MIN SETBACK R TYP X 3 1/2" CONCRETE r FLUSH MECHANISM GARAGE DOOR - c X 6 MONOLITHIC SLAB AY s�oRO�" NOTE: HOLD SIDING 1" 10' X 8' FIP . OPEP IP'G ANCHOR BOLTS MUD TREATED a /\1'N. UP FROM CONC. ✓ 6' O.C. & 12" 1 MUD S!�L W/ FIBER MESH T- 111 SIDING WEST FRONT VIEW SCALE: �� �/. MIN FROM ENDS o § Y LS11 o #4 REBAR f' )� O CONTINUOUS ° M. b jam, rw , TOP OF GRAe BAR� - O r _ 6 MIL RECESSEDit, r EX• GND �- 'JAPOR BARRIER DISPENSEFGRAVEL BASE TOP OF SEAT'� � 12' MINAS REQ'D jj� _ 2' RIGID INSULATIONFOOTING DRAIN 1 m �L �� `J ( WITH DRAIN ROCK TOE SPA(_[ 6 ✓�-. SECTION A-A SCALE: BAN RESTRbOM 9 (TYP1 DET/klt_5 6"— 12, � �. r A HANDICAP LOCKER ROOM RESTROOM A LOCKERS — — — — — — — — — — — — — — — ANI CONTINUOUS RIDGE VENT 1 S 0 ANI SCc- 709 FAN 2020 3068 18" MIN .0 S GABLE VENT • I --- .—_.--- Z I S UG RN. 4 1R \'I`' INSTALL 16' - 2 X 6 SWAY 4' SQ SKYLIGHTS n I Wj BARRIER FREE HANDLE BRACE ALONG TOP OF TYPICAL �— - I 5 ��` I C` 72 T 1-11 OR LAP ( ) 12 MAX I G CABINET ;� SIDING PER BUILDER I TRUSS CHORDS AT EA. ` CORNER OF BLDG (TYP). J 1 e, MIN 33'36' HIGH 4068 DOOR 6N WALL HEATER 1HR FIRE RATING I } 2000 PSI CONC t..Ia . I \ 3000 BTU 4068 ENTRY DOOR CADET TYPICAL Fy` a' s odx I Ta 4" W/FIBER MESH / 1 HR FIRE RATED I I 1'� Sra� a�4 3Vo� ( ) c u °,1 - _ V MIN WHEEL CHAIR ACCESSIBLE C I I ✓ � % SETBACH � LE\\ EXPANSION JOINTS (TYP) I I 2 X 6 SHEAR WALL /1 .2. I : "� MAINTAIN 6' MIN N CONC FLOOR �� T r �q --- �� I 1 HR FIRE RATING � I y� I FROM SIDING TO FIN. GND 040 WINDOW /A 1' MIN FROM CONC OR FED S O RAG I W/8" X 12" THICKENED FOOTING ASPHALT � � I (UNHEATED) I 2% ANCHOR BOLTS ® 6' O.C. I x� rr ♦. I -- I— -- _ -� I f ��` 3 f F}- 0 - - IWALL HEATER ROOM VENTILATI ' �e dSOUTH END VIEW 0 r v o I FAN PER SEC. 3y / IV7 U RETAIL STORE STOVE/ SCALE: 0ICKENED I <� FOOTING MFG RAFTERS f PER SECTION A-A I T- ,C j ® 24" O.C. 6068 ENTRY DOORS \� 2 x 6 WALLS (TYP) I o I IOcw�,o G•r\ W � 1 /2" MIN THRtSHO LDS I �(�� � �c�YS� C-� � G5� I � �� U✓�� ) l� F� � I� N 'LC L UJ � * 6SL� q) �� � s, �g "`) ^ SITE: (� I EI,IPLOYEE PARKINS OVERHEAD GAR DOOR LOADING /UNLOADING I I ( �5 -0� I a Y R A9 13p/9� -tc y 1010 24TH ST I 10'2" RO AREA i ' OF r ANACORTER, WA 98221 �a" cS�uo�. -� d �� �.�1 � CONTRACTOR: 6 x 12 #1DF HDR i 8040 WINDOW N I 8040 WINDOW I q I I I 9L� I�' EATTER 6 x 8 #1DF HDR 6 x 8 #1DF HDR I a BILL MCCOMAS - - - - — - 6 x 8 DF HDR .p 30764 4 — — �._ — — �� — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 ti� 365 PINECREST DR — — I - - - - - 1 °�4 e�cr w sslOWNAL GOLDENDALE, WA 98620 12= 201 2'—6" 13'-6" ` 11 ' PH:(425) 580-1467 EXPIRES 6 20 20 11 OWNER TO PROVIDE SIGN AT ENTRANCE DOOR SAYIF G.. Revised: Date: SCALE: Changed Restroom layout, Retail entry, & Details per city. 7/30/98 1"=5 "THESE DOOR TO REMAIN P LAN \ /I �1n/ r UNLOCKED DURING BUSINESS HOURS' J u `I V V Y Y ISLAND FARM & PET design no. 980 DRIP29 _ . �c) �a� �� PERco '00 0� ✓ STORE drawn DRIP CIVIL ENGINEERING app'v'd' DRP 9902 - 270TH ST NW date 7/30/98 STANWOOD, WASH. 98292 OWNER: JAN POSTLER dwg. 1 /1 PHONE: (360) 629-6710 9923 — 270TH NW scale VARIES STANWOOD, WA 98292 PH:(360) 629-3308 COMBINATION PERMIT CITY OF ANACORTES �,J PERMIT NO. : COM98-0170 P.O. BOX 5 �F 47 - APPLIED: 08 17 98 ANACORTES WA 98221 - ISSUED: 09/01/98 (206) 293-1901 EXPIRES : 09/01/99 SITE ADDRESS : 1010 24TH ST ASSESSOR' S PARCEL NO. : 3788-008-011-0006 PROJECT DESCRIPTION: Construct new feed store per approved plans as noted. OWNER CONTRACTOR LENDER JAN POSTLER MID ISLAND CONSTRUCTION ' 9923 270TH STREET NW 365 PINE CREST DRIVE STANWOOD WA 98292 GOLDENDALE WA 98620 360-629-3308 509-M-6627 541-980-3939 MIDISC"099DO FEES TYPE OF WORK........:NEW AREA (sf)--------------- VALU...E: 200000 Code Amount---- By- Date---- Receipt TYPE OF USE.........:CON LOT...........: 9000 REQUIRED SETBACKS---- NSPL 8 -200.00 BY 09/01/98 8931 CENSUS CATEGORY.....:327 1ST FLR.......: 3961 FRONT....: 10 ft PLCK 9 643.18 BY 09/01/98 8931 ZONING------------------- 2ND FLR.......: 0 SIDE(1)..: 0 ft DRx3' $ 989.50 BY 09/01/98 8931 ` :COMMERCIAL BASEMENT......: 0 SIDE(2)..: 0 ft P=c 9 33.50 BY 09/01/98 8931 OCCUPANCY GROUP---------- GAR/CARPORT...: 0 REAR.....: 0 ft PPLx 8 69.00 a9 09/01/98 $931 :M :S1 :? :? OTHER.........: 0 REQUIRED PARKING-- 9TSC B 4.50 as 09/01/98 8931 TYPE OF CONSTRUCTION----- TOTAL......: 13 Sawa $ 3483.00 BY 09/01/98 8931 :5N :511 :? :? : NUMBER OF UNITS....: 0 ACCESSIBLE.: 1 IMPT 9 4110.48 BY 09/01/98 8931 OCCUPANT LOAD------------ STORIES.............: 1 COMPACT....: 0 sTRx S 5067.00 at 09/01/98 8931 66: 7: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 9000 sf map g 50.00 BY 09/01/98 8931 FUEL TYPES---------- BOILERS/COMPRESSORS- DOMES. INCIN.....:0 :/GAS/ / /: 0-3 HP......: 0 COMML. INCIN.....:0 FURN < 100K STU: 0 3-15 HP......: 0 RELOC/REPAIR...: 0 TOTAL $ 14250.16 FURN >=100K BTU: 0 15-30 HP......: 0 CLOTHES DRYERS.: 0 FURN - FLOOR...: 0 30-50 HP......: 0 GAS WTR HEATERS: 0 NOTES UNIT HEATERS...: 1 50+ HP......: 0 STOVE, APPLI...: 0 VENT FANS......: 0 AIR HANDLING UNITS-- FIRE LOGAITE..: 1 VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES.....: 0 VENT W/O APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS....: 0 EVAP COOLERS...: 0 GAS OUTLETS....: 1 HOODS..........: 0 WATER CLOSETS...: 1 WASHING MACHINES: 0 FLOOR DRAINS....: 0 6. BATH TUBS.......: 0 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 1 I. SHOWERS.........: 1 LAUNDRY TRAYS...: 0 HOSE BIBBS....... 2 DISHWASHERS.....: 0 URINALS.........: 0 GREASE TRAPS....: 0 LAVATORIES......: 1 WASTE INTERCEPT.: 0 ADDIL FIXTURES..: 0 KIT SINKS W/DISP: 1 DRINKING FOUNT..: 0 f I 1 hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and taws regulating activities covered by this permit. �C�4 I "yl�, Issued Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections com_prmt, Rev: 11/04/93 - C I BUILDING PERMIT --r CITY OF ANACORTES PERMIT NO.: BLD1999-00240 P.O. BOX 547 APPLIED: 99-09-29 ANACORTES,WA 98221 ISSUED: 99-09-29 (360)293-1901 EXPIRES: 00-09-29 SITE ADDRESS: 1006 24TH ASSESSOR'S PARCEL NO.: 3788-008-011-0006 PROJECT DESCRIPTION: Add new Sign OWNER CONTRACTOR JAN POSTLER 9923270TH STREET NW JAMIES SIGNS STANDWOOD, WA 98292 ANACORTES,1419 AN TES,W R ROAD WA 98221 Primary Phone: Primary Phone: 293-7185 Phone 1: Phone 1: License It. LIC JAMIES058D TYPE OF WORK: NEW AREA VALUE: $ 650.00 TYPE OF USE: SGN LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: ZONING: ? 2ND FLR: sf FRONT: ft Occupancy Groups BASEMENT: sf SIDE 1: ft SIDE 2: GAR/CARPORT: sf ft 1: B 2: OTHER: sf REAR: ft 3: 4: REQUIRED PARKING Construction Types NUMBER OF UNITS: TOTAL: 1: 5N 2: STORIES: HANDICAPPED: 3: 4: BUILDING HEIGHT: ft COMPACT: IMPRV SURF: sf FEES NOTES: Type By Date Receipt Amount PRMT MRD 99-69-29 23.75 STBC MRD 99-09-29 $4.50 Total: $28.25 I hereby acknowledge that I have read this permit and state the above nformation is co rect nd agree to comply with all ordipances and state and federal laws regulating tiviti coverq by this per Issued by \.Appli6ant or Owner's-Sigature -- CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections , I 5 , I _ I I -- T I I II I � I i T I I I IIII I _ iI t I I I I I Y T I I I I II I I i i I - ' I I I I I I I I i I i - I I II f CITY OF ANACORTES PERMIT CENTER COMPLAINT REPORT Date: Complainant's Name: -7gy Address: Phone: City: State: zip: BuildingJProperty: lot) fn � t4 Ilia «c,n [ad oyacsi�wv Address: City: State: zip: Description of the Problem: __Z0 4 o4{ 2 6rawa wczl.! toed AV /c y¢ me w ti Ilir�Gay.� Al lCa S�Qor i f �I Received By: /�oC�s oF�rvv �� f/(.�1u� Date: �� •,t**�t+e*,t,t***r�+t+t+t*,t,t*,t,t,t*,t**,t*a�****r***************a****** Property Owner/Agent: Je4- 4 A16-,W17z Address 373 46�� tiood4-c /Zf Phone city: A VA- State: zip: Assessors Account Number:_ /now ol7 - ooc) Legal Description of property: (ids i5 �d �7 gCacrG�. �/2S7 �G �tia �� Iti Complaint Referred To: i /� U ���2 t u - Date: 7 �1 Investigation report (This section must contain all pertinent information, facts disclosed by investigation and/or interrogation, codes or standards review) : -�,c�,✓� ��c� �l,�e, ��PzPR-d- `� �u-oy� ��c�9� c�t,�-a�liru,� Conclusions (By Investigator) By: Date: Recomendations (By Investigator) By: Date: Case Re ewed by: Date: %/YY( t� :0/� �nDu �. � g Wt.+wl V t " S 9 vu V Final Desposition: By: —Date: w I 1 I I i O iomi � i i �f Z 1 N�TMM 1 M.T•-I.-. 1 �+1'00 1 1 INV'NN 1 w Ym OD 1 I: 1 e.-•(T Qf 1 e.-.-..r 1 e-100 1 M 1 O.r 10 t0 9b.r-Lti 1 I. 1 IT 1 Nti 11 ;z .1 onmtO 1 onNN 1 Oh00 1 \ 1 01�1C 10 1 Oh•T.T 1 I! 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E a I N Um 1 Vep 1 OS= Z 1 .miO�� • O 1 =Q 1 MOJU • 1 .re J • 1 I 1 1=CCW 1 '1 r-112a1--0 1 1 a{fY�[1y MI 1 O= 1 9W 1 W 1y- 1 i ImoWe= 1 /I)e WOJJ 1 flle=0r Mw 1 Ms 1 S oN¢C 1 .-.e S61Y 1 f1 1 N(1pVhfO.7 1 N{{1pp JOUIL F 1 .-1fp1 I-Im0 W 1 -ly 1 O�N111-JO 1 N�1p m0 1 0 1 n LLJ .I 1 h oo=Q 1 NfD=bQ � 1 Ma. 1 N�EM¢ 1 ny¢¢O¢ 1 n I V1hK o= 1 tflhl-•\F-W 1 yh0. = 1 Y= 1 hWm= I Nh00 = 1 u 1 C.Mm.ti¢ 1 C.M~UtOy 1 C.M=&Q M y1- 1 MSmQ ) 1 llm>-'O- 1 0 i �/ U;' l ANACORTES FIRE DEPARTMENT CODE ENFORCEMENT 1011 12TH STREET, ANACORTES, WR 98221 (206) 293-4684 Date— FIRE SAFETY INSPECTION REPORT File No. OCCUPANT �%� .-c— Gi OWNERAGENT ADDRESS 4) 0 may- PROPERTYUSE ❑ These premises were found reasonably fire safe at this time. NOTICE OF FIRE AND SAFETY HAZARDS: An inspection has disclosed the following fire Safety hazards and/or violations of the appropriate local or state code. CODE LOCATION DESCRIPTION U 38 3 3 -nog_ 76 L: ORDER TO COMPLY: Such conditions are contrary to law, you are required to correct said conditions FORTH A reins ection will be conducted on or after /� XL, Inspectin,KXfficer Occupant p t Y 0����Q `:� ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. � PERMIT CENTER P.O. BOX 547, ANACOATES, WA 98221 (206) 293-1901 IAN MUNCE, DIRECTOR -' EDWIN FRANK, BUILDING OFFICIAL July 9, 1993 Thelma B. Nemitz 393 Lake Campbell Road #252 Anacortes, WA 98221 IP Ref: Lots 15-17, Block 8 of the First Addition to Anacortes, 1006 24th Street. Dear Ms. Nemitz: Our records show that you are the owner of the above lots. We have received a complaint concerning this property. Specifically, the complainant states that the present condition of the lot presents a fire hazard as well as a home forvariety of unacceptable wild animals such as rats, wild cats etc. Our fire inspector has investigated the lot and finds that the over grown vegetation does constitute a potential fire hazard as the dry season approaches. Part 10.302 of the Uniform Fire Code requires that fire hazards be eliminated. With this letter we are requesting that the lot be cleared of the fire hazard not later than July 31, 1993. If you have any questions concerning this matter please feel free to contact me at 293-1901 or Mr. Dan Harju,Fire Inspector at 293-1925. Thank You, Edwin A. Frank Building Official EAF:md cc. Dan Harju Marie Padavon emorandum To: Dave Lervik From: Don Measamer Date: 07/20/98 Re: Feed Store `CP The plans for the proposed feed store located at 1010 24"' Street show 9,000 square feet of imperious area. The storm water GFC would be as follows: 9,000 square feet= 2,000 =4.5 x$1,126 $5067.00 Please let me know if you concur. zzzz- 7. Dave Lerik Date 1 1 Memorandum To: Jim Pemberton From: Don Measam� Date: 07/20/98 Re: Feed Store Sewer GFC The plans for the proposed feed'store located at 1010 24"' Street show the following drain waste fixtures. Please calculate the required sanitary sewer GFC. Thank you. Type No. Fixture Units Water Closets 2 8 Lavatory 2 2 Shower ' 2 2 Total 12 A. 2,41; � t I Memorandum To: Ian Munce From: Don Measamei�4 � Date: 07/20/98 Re: Feed Store Traffic Impact Fee A proposed feed store located at 1010 24"' Street will have 1,980 square feet of warehouse portion and then specialty retail No. 814 for the retail portion of the building. Warehouse Storage, No. 151: 1,980 square feet, 1.98 x .26 = .5148 x$400.00 = 205.92., Retail No.;814: 1,980 square feet, 1.98 x 4.93 = 9.7614 x$400.00 = $3,904.56 + $205.92 Total Traffic Impact Fee i L11O.:48 ) Please let me know if you concur. , Ian Munce Date t\ \. I i