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HomeMy WebLinkAboutPermit D10-309 - DOAK HOMESGENERAL NOTES GENERAL CONSTRUCTION NOTES DESIGN LOADS ANCHOR BOLT ABOVE.... ALTERNATE_ BOARD BLOCKING B ' CANTILEVER CARRIAGE BOLT CEDAK -- GHEIN& "-JOIST GE NT1RUNE CLEAR COMMON COHP05rT1ON CONCRETE CONTINUOUS PEIN1Y -- DEADBOLT DOUBLE DIAMETER EACH END EACH SIDE: EA C1-1 WAY EXISTING EXPOSED EXTERIOR FINISH -. FIBERGLASS FLOOR JOIST FINISHED FLOOR LINE FACE OF STUD FIREPLACE FOOTING GLU -LAM BEAM GLASS /GLAZING GRADE GYPSUM WALLBOARD HOEDOWN HEADER HANDRAIL HEIGHT HEAT LAMP HOT NATTER CANT_'` GS2 C2717- C. L CL CAR COIN' COMP CONG CUNT DB -: DBL DIAM FF Ems- E jet EX EXW EXT FIN F.G. F.1_ F.F.L FOS FP FT& &LB 6L 6R GNIB HD HDR HR HGT. H.L HW bi MAX •' MINw:^ INC. NTS Ole'. O.C. . ON- 0S15- PB.O. PL PT. - Py R RELOC. READ R IS R.0 R.S. S.G SHT 5H SKY SLOG 5N T T. B. TPL TYP T46 UNPIN. U.N.O. VB. V.G. WD W.I. WP. INTi3ttOR LAMINA UNE3 . MAXIMUM -' MACHINE BOLT`, ' MINIMUM INCLUDE NOT TO `SCALE, OVERALL ON CENTER- - OVERHANG" ORIENTED STRAND BOARD 'PROVIDED BY Oi^NER PLATE PRESSURE TREATED PLYWOOD JSEZ RELOCATE REQUIRED ROD AND SHELF ROU6ff. OPENING ROUGH SAWN SOLID CORE 5H1=1 SHELF SKYLIGHT SLIDING SHE}',RNALL TREAD TIE DONN (9) TOWEL_ BAR TOP PLATE TYPICAL TONGUE AND GROOVE UNFINISHED UNLESS NOTED 0THERYISE VAPOR BARRIER - VERTICAL GRAN W00D WROUGHT IRON WATER PROOF ABBREVIATIONS/ELECTRICAL/MECHANICAL/ LIGHTING ESM ESP U.G. E^H 1E55 LP.O. VTO -FM ELECTRIC SERVICE METER ELECTRIC SERVICE PANED_ UNDERGROUND ELECTRIC WALL HEATER FI FGTRIC BASr'5OARD LOCATE PER OWNER VENT TO OUTSIDE CUBIC Ft= r PER MINUTE GROUND FAULT INTERRUPT CIRCUIT SMOKE DETECTOR WATER SERVICE LINE HOSE BIBB CLEAN OUT COLD AIR RETURN ELECTRICAL/ MECHANICAL/ LIGHTING SYMBOLS SNITCH 3 NAY SNITCH DIMMER SNITCH TIMER SNITCH DUPLEX OUTLET HALF SNITCHED SPEC, APPLIANCE O FLOOR OUTLET 220v CUTLET WA I t.-<PRF OUTLET GFIC OUTLET ELECTRIC PANEL ELECTRIC METER SMOKE DETECTOR EXHAUST FAN GABLE= JACK DOORBFI I /CHIME PHONE JACK THERMOSTAT 141.1 1 HEAT REGiSTE3Z l WO, ELEC- BASE BD 1-‹), SURFACE LIGHT NALL MNT. LIGHT RECESSED LIGHT CHANDELIER FLUORESCENT TRACK LIGHT FULL CHAIN LIGHT GAS METIER FLOOR DRAIN HOSE BIBB DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER1OwAt SPACING OF Joist to sill or girder, toe nail .— g 3-8d` r - — C x 6' subtlooro� less taeach•joist, face nail • =- . -,. . 2 staples, 13/4 - — 2' subfloor to jour or girder blind and facenatk , ` -,, ._ 2 -16d _ 3 Sole plate to joist or blocking, face nail= - 16d 16' o.c -' 'Top or sole plate to. said, end hail Z-16d - — •Studio sole plate: toe nail. 3-8dor-Z-16d:- 8 'Double studs facenafT:' 10d - - 24' -o.c Doubleto pP la t face 1 24 . o.c.._ ' Staple 16 ga.:. 13/4. Sole plate to joist oi blodcing atbraced wall panels 3:16c€" 16'a . Double top plates,. minimum 24 -inch offset of end joints, face nail in lapped area 8.16d- .._ -- _. Blocking between joists or rafters to top plate, toe nail 3-8d - Rim joist to top plate, toe nail 8d ;_ 6" o.c Top plates. laps at comers and intersections, face nail 2 -10d — Built -up header, two pieces with If spacer 16d 16" o.c. along each edge Continued header, two pieces 16d : 16" o.c- along each edge Ceiling joists to plate, toe nail; • -3-8d • — _ Continuous header to stud, toe nail q. 0113 Nail 21/4" r - .. Staple 15 ga. Ceiling joist, laps over partitions, face nail ' 3 -10d + — Ceiling joist to parallel rafters, face nail 3 -10d s NOMINALMATERIAL THICKNESS (Inches) ' Rafter to plate, toe nail ' Z -16d — 1- brace to each stud and plate, face nail 2-8d. 2 staples, 13/4" — — 1- x 6" sheathing to each bearing, face nail 2-8d 2 staples, 13/4" — — 1" x 8" sheathing to each bearing, face nail 2-8d 3 staples, 13/4" Wider than 1- x 8" sheathing to each bearing, face nail 3 -8d 4 staples, 13/4" Built -up corner studs 10d 24" o.c. Built -up girders and beams, 2 -inch lumber layers 10d Nail each layer as follows: 32" o.c. at top and bottom and staggered. Two nails at ends and at each splice. 2" planks 2 -16d - At each bearing Roof rafters to ridge, valley or hip rafters: toe nail face nail 4 -16d 3 -16d Rafter ties to rafters, face 3 -8d Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing ,16,._112" 6d common nail (subfloor, wall) 8d common nail (root)t 6 -12g 19/32,. 1- 8d common nail 6 12g • 1118 " -L1 /a" 10d common nail or 8d deformed nail 6 12 DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENERS • SPACING OF FASTENERS Edges (inches)' Intermediate supports 1 (inches) Other wail sheathing' 112" regular cellulosic fiberboardsheathing 11/2 galvanized roofing nail 6d common nail staple 16 ga., 11/2 long 3 6 1/2" structural cellulosic fiberboard Isheathing 1112" galvanized roofing nail 8d common nail staple 16 ga., 11/2 lo)rg 3 6 1-5i32" structural cellulosic fiberboard sheathing 13/4" galvanized roofing nail 8d common nail staple 16 ga., 13/4 long 3 6 t/2" gypsum sheathing 11/2" galvanized roofing nail; 6d common nail; staple galvanized, 11/2" long; 11/4" screws, Type W or S 4 8 513" gypsum sheathing 1314" galvanized roofing nail: 8d common nail; staple galvanized, 1518" long; 1518" screws, Type W or S 4 8 Wood structural panels, combination subfloor underfayment to framing 4" and less 1 6d deformed nail or 8d common nail 6 12 7 /3 " -1" 1 8d common nail or 8d deformed nail 6 12 I113,._ 1114" j 10d common nail or 8d deformed nail i 6 12 For SI: t inch = 25.4 mm. 1 foot = 304.8 mm, 1 miie per hour = 1.609 kmih. a. All nails are smooth- common. box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending yieid strengths as shown: 30 ksi (551 MPa) for shank diameter of 0.192 inch (20d common nail), 90 ksi (620 MPa j for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi (689 MPa) for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum 7116 -inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater - d. Four - foot -by-8 -foot or 4- foot -by -9 -foot panels shall be applied venicaily. c. Spacing of fasteners not included in this table shall be based on Table R6023(1). f. For regions having basic wind speed of 110 mph or greater. 8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end wails, if mean roof height is more than 25 feet. up to 35 feet maximum. g- For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, naiis for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48 -inch distance from ridges. eaves and gable end walls; and 4 inches on center to gable end wall framing. n. G v plum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to either AHA 194.1 or .ATM C =08. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only. Spacing of fasteners on roof sheatning panel edges applies to panel edges supported by framing members and at all roof plane perimeters. Blocking of roof or floor sheathing panel edges perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. Floor and roof perimeter shall be supported by framing members or solid blocking. NOMINAL MATERIALTHICXNESS (inches) D[SCRIPTfOW, b OF FASTENER AND LENGTH (inches) SPACING C OF FASTENERS Edges (Inches) Intermediate supports (Inches) Wood structural panels subfloor, roof and west sheathing to framing and particleboard wail sheathing to framing: 5/16 - - 0.097-0.099 Nail, 11/2 . . Stapiel5 ga_ :13 /g `" . Staple 16 ga- 13/4 6 • 12 : . , 3/g Stapiee I5 ga_ 13/2 ; ,r. 6 12 - 0.097 -0.099 Nail 11/2 ::. 4 10 Staple 16 ga_ 13/4 6 12 15/32and-1IZ r Staple 15" ga -1% 6 12 11.097 -0.099'Nail 15/8,', Min. Max. Min. M ' Staple 16 ga.:. 13/4. 6. 12 - ..e _ > 19/32 and-5iS . : ` -, 0 =113 Nail 17/ • Staple 15 and 6 ga -,15 /g 6 12 0.097 -0.099 Nail 13/4 3 6 2'132 and 3/4 Staple 14 ga_ 13/4 6 12 Staple 15 go_ 13/4 5 10 0.097 -0.099 Nail 17/8 3 6 Staple 16 ga_ 2 4 8 . L +Staple 14 ga- 2 5 - 10 0113 Nail 21/4" r - .. Staple 15 ga. 145 0.097 - 0.099 Nail 21/8 Y, 3 6 NOMINALMATERIAL THICKNESS (Inches) ' DESCRIPTIONLb OF FASTENER AND LENGTH SPACING° OF FASTENERS Edges (inches) Body of panel (ids) FloorundertaymerM plywood - hardboard- partideboardt Plywood 1/4 and 5/16- 1114 ring or screw shank nail — minimum 121 /2 ga. (0.099") shank diameter 3 6 Staple 18 ga., 7/8,3/16 crown width - 2 5 . 11/3/ 3/g is /3, and i/2 11,E ring or screw shank nail— minimum 121/2 ga. (0.099) shank diameter 6 8c 19132 5/8 23/32 and 34 11/2 ring or strew shank nail— minimum 121 /2 ga. (0.099) shank diameter - 6 12 Staple 16 ga. 11%4 6 8 Hardboards 0.200 I I112 long ring - grooved underlayment nail I 6 6 4d cement- coated sinker nail • 6 . 6 Staple 18 ga., 7/8 long (plastic coated) 3 6 Particleboard 114 4d ring- grooved underlayment nail 1 Staple 18 ga., 7/8 long, 3/16 crown 3 6 6 3'8 6d ring- grooved underlayment nail Staple 16 ga., 11/8 long, 3Ig crown 6 10 3 6 1/2,5/8 6d ring - grooved underlayment nail j 6 10 Staple 16 ga., P18 long, 3/8 crown 3 6 For SI: 1 inch = 25.4 mm. a. Nail is a general description and may be T -head, modified round head or round head. b. Staples shall have a minimum crown width of 7/16 -inch on diameter except as noted. c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. Nails or staples shatit.spaceciat not more than 12 inches on center at intermediate supports for floors. d. Fasteners shall be placed in a grid pattern throughout the body of the panel. e. For 5 -ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. f. Hardboard underiavment shall conform to ANSI/AHA A135.4. TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) �pMEWED FOR E COMPLIANCE 2011 A PP R VED M,Y10 qty of DtN nn�ITuk 4Ia 1cflM Floor Area, ft2 Bedrooms t 2 or less 3 4 5 6 7 8' Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. M <500 -50 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001 -1500 60 90 J75 113( 90 135 105 158 120 180 135 203 150 225 1501 -2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001- 2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501 -3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 -4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001 -5000 95 143 I10 165 125 188 140 210 155 233 170 255 185 278 5001 -6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001 -8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001 - 9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263! 190 285 205 308 220 • 330 235 353 *For residences that exceed 8 bedrooms. increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. WHOLE HOUSE FAN SELECTI Ma I1ufacturer:10444 mIJIC' Model#: fi" I LV CFM0.25WG: Sones(c .1 WG: e t TABLE 3 -1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS Intermittently operating Bathrooms Kitchens 50 cfm 100 cfm 25 c -- Id- 3ocy 1'414 15 2010 MAT C NT JAMES - ANDERSON DESIGN, F.S. RIIiEJ7IAL ARGHI7EG7URE IP4 cavx.ai/o(Awilt-t vt 0ATHE -RINE .:NE;ERSGN REGi iE.RL7 ?RCHITEG-' 330 DAYTON ST. =S E✓MONDS, %VA. =E.•J20 (425) 776-a-766 TELEPHONE/FAX 62 REGI CHIWCT C THERINE ANDERSON STATE OF WASHINGTON DATE - 7 -'v_92 7 Gig+ Z %4 "fi�17 4 7 11, Lot lines shall be established on site and made visible to verify distance of building set backs the from lot lines, at time of footing /foundation inspection, prior to pouring concrete. ,i A survey may be required to verify lot lines. v �� r LI,�J•O• `�/ 17,1X X %" r1 �NM. -W dr w Se 4-'`r. /-76tlx )4 t' 0 ✓� t 1 I U z i ptiaiN1 I tJGj' 414 -117 "! n . a CONCRETE SLAB ON GRAS Scale: 1" = 1'-0° SHEARWALL & HOLDOWN NOTES (U.N.O.) : (1) Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d= 0.131 "x2' / ", 10d= 0.148 "x3 ", 12d= 0.148 "x31/4", 16d= 0.162 "x3Y2", 16d sinker = 0.148 "x3 % ". (6) Install His on all trusses /rafters, A35's at 24 "o /c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24 "o /c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses /rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl -2x stud lam'd w/ (2) -16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. • _ . ... .- c I . -_ .l.. • FOUNn,4TION PLAN SCALE- 1" = 4'_0" NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of ' /2" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) HOLDOWN SCr ate: 8/ 0 Job . oak Lot 1 MARK HOLDOWN 1 STRAP "(1) FASTENERS TO (2) -STUDS MIN U.N.O. --f- COMMENTS T -1 STHD10 /10RJ (28) - 16d N/A RCVIEWED 4 7 11, Lot lines shall be established on site and made visible to verify distance of building set backs the from lot lines, at time of footing /foundation inspection, prior to pouring concrete. ,i A survey may be required to verify lot lines. v �� r LI,�J•O• `�/ 17,1X X %" r1 �NM. -W dr w Se 4-'`r. /-76tlx )4 t' 0 ✓� t 1 I U z i ptiaiN1 I tJGj' 414 -117 "! n . a CONCRETE SLAB ON GRAS Scale: 1" = 1'-0° SHEARWALL & HOLDOWN NOTES (U.N.O.) : (1) Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d= 0.131 "x2' / ", 10d= 0.148 "x3 ", 12d= 0.148 "x31/4", 16d= 0.162 "x3Y2", 16d sinker = 0.148 "x3 % ". (6) Install His on all trusses /rafters, A35's at 24 "o /c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24 "o /c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses /rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl -2x stud lam'd w/ (2) -16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. • _ . ... .- c I . -_ .l.. • FOUNn,4TION PLAN SCALE- 1" = 4'_0" NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of ' /2" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) HOLDOWN SCr ate: 8/ 0 Job . oak Lot 1 MARK HOLDOWN 1 STRAP "(1) FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR "(1)(4) COMMENTS T -1 STHD10 /10RJ (28) - 16d N/A RCVIEWED ...'NODE COMPLIANCE FOR APPROVED MAY 1 0 21;11 City of Tukwila 8UILDINr, nnnsinri btO3°1 27Mf- I UG w/ 14e -O ( i--( (i--) P5'64 Ii5vG) DECK > SO" HIGH RECENED NOV 15 2010 CENTER 6162 COPYRIGHT © .JAD 2008 UNAUTHORIZI =D REPRODUCTION OR USE I5 PROHIBITED AND PROTECTED BY FEDERAL LAW JAMES- ANDERSON DESIGN, P.5. RESIDENTIAL ARCHITECTURE 1/,.- 14* r4.14 CATHERINE ANDERSON REC- .= ARCHITECT 330 DAYTON S. EDMONDS. WA. ?8020 CATHERINE ANDERS STATE OF WASWNGT1 SHEET 1 1 1 Gi 'r. 4140, I Gie464 14 Or f AIN/ _ ' xAu d7 GMMt4 vN heiv IOW/ I�rl N� 2" Lit Ve.A7 11,10 �l �n I'-Z; +I- lv'i zim-ib rye L) 0 or it m o> 1 v _1 z0 -OZIr2 4,VPIA fid-4104, REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2011 City of Tukwila BUILDING DIVIWN P� 2 46riG) 1/rA-1 2/ IO�I�j?jl► r'-51/ I If 2p6etrf FIRST FLOOR PLAN SCALE 1" = 4-O" AREA SUMMARY FIRST FLOOR= 748 SO FT SECOND FLOOR= 7S7 SO F— TOTAL= 1485 SQ FT GARAGE= 440 ea FT COVERED PORCH= 48 SQ FT • pew Z RFCEIVFP eie2 Nov 15 2010 PERMIT CFNTFF !COM LOOR FRAMING SGAL! 1" = 4_0" COPYRIGHT © JAD 2008 UNAUTHORIZED REPRODUCTION OR USE 15 PROHIBITED AND PROTECTED BY FEDERAL LAN Q10-30°I INE ANDERSON STATE OF WASHINGTON JAMES- ANDERSON DESIGN, P.S. RESIDENTIAL ARCHITECTURE von' /47k J47 'tom' rvol --I'` CATHERINE ANDE:SON REGIS I =F.E ARGHITELT 330 DAYON ST. r6 EMONOS, W,4. a8O2C (425J ; 76 -6 .66 T ELEFHONE/FAx DATE_ SHEET CONTINUOUS LATERAL BRACING CONTINUOUS LATERAL BRACING IF SPAN 15 GREATER THAN 16 FT PROVIDE ALL THREE LATERAL BRACES IF SPAN IS GREATER THAN 24 FT DIAGONAL BRACING ,/ if Ce-11iv ROOF SHEATHING -Sd NAILS ® 6" OC EDGES ed NAILS G 4" OC GABLE EDGES ed NAILS ® 12" OC FIELD IF TRUSS SPAN > 40 FT OR 2nd STORY, USE 1Od NAILS TRUSS COMPRESSION MB CONTINUOUS LATERAL. BRACE(5) NAIL 12) 16d AT EACH MB 45 DEGREE DIAGONAL BRACE AT GABLE ENDS AND HIP MASTERS REPEAT AT 20 FT INTERVALS (NAIL TO OPPOSITE SIDE OF WEB) BOTTOM CHORD AND CEILING GABLE ENV TRUSS BRACING DETAIL REVIEWEDFOR 'ODE COMPL.IANCI ROVED .A1 10 2011 ;ity of Tukwila iLoNG SEGOND FLOOR PLAN SCALE 1" = 4' —O" b _ NO SCALE SKYLIGHT: INSTALL PER MANUF. SPECIFICATIONS AND PER GENERAL NOTES PAGE 2, 4" MINIMUM CURB, FLASH AND COUNTER FLASH, STEP FLASH SIDES DO NOT GUT TRUSSES FLARE Y`IELL, " GYMS LINER R -2I BATT INSULATION CROSS VENTILATION BAFFLE IF NECESSARY PROVIDE BLOCKING AT TRUSSES OR HEADER PER FRAMING PLAN SKYLIGHT TYPICAL DETAIL NO SCALE 4 L - 7 1e'/ 6 4 py 1 t 11 1-16f ,L,11 vi 1 1J Ossi 0 11 ��-v- j �r i I RECEIVF- NOV 15 2010 PERMIT CENThF ROOF FRAMING SCALE 1" = 4' -0" bioo 9 COPYRIGHT © JAD 2008 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAYV .JAMES— ANDERSON DESIGN, P.S. RESIDENTIAL ARCHITECTURE ���� nor ‘..11 re't■i&INI E ANDERSON REGISTERED ARGHITEGT (425) 716 -6166 TELEPHONE/FAX DATES _lex* lot wcy-v 1 ffit SOUTH ELEVATION ...,GALE 1" = 4. -0" �v -1 of /// NORTH ELEVATION -C° 1 K1-1 ,,.jam d 6 EAST ELEVATION .GALE 1" = 4' -0" 71 I ?� REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10Nil City otlbkwila BUILDIN( nmcinni to -3 o Y1EST ELEVATION SCALE RECEIVED NOV 15 2010 0ERMITCENTF), 8162 JAMES— ANPERSON DESIGN, P.5. RESIDENTIAL ARCHITECTURE COPYRIGHT © ,1AD 2008 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAIN ERIN ANDER =O ✓N BEGS Emac �RGHI �G- 550 DAYTON ST. 46 EDMONDS. WA. 98020 (425) T16 -6166 TELEPHONE/FAX DATE SHEET 12› FIRST FLOOR SHEARYVALL LAYOUT 1/8 " =1' -0" SHEARWALL & HOLDOWN NOTES (U.N.O.) : (1) Simpson or equal. Locate at end of shearwall u.n.o. Install per manufacturer recommendations for foundation minimum end distance and embedment, deepen foundation as required. (2) Construct cripple wall same as shearwall (SW) above, and gable -end same as shearwall (SW) below. (3) Requires 3x or (2) 2x foundation sill plate (4) Threaded rod and coupler as required. (5) Common nails, UNO: 8d= 0.131 "x2' /z', 10d= 0.148 "x3 ", 12d= 0.148 "x3 % ", 16d= 0.162 "x3 %", 16d sinker = 0.148 "x3W. (6) Install His on all trusses /rafters, A35's at 24 "o /c on gables & rim joist (or solid blkg) to top plate (sill plate at fdn) u.n.o.; When specified spacing is less than 24 "o /c, install A35's at roof solid blk'ing to SW top plate, and install H1 or H2.5 on all trusses /rafters. LTP4, LTP5 or LS50 can be substituted for A35. Conn. per Simpson Strong -Tie or equal. (7) Minimum 3x or dbl -2x stud lam'd w/ (2) -16d @ 6" o/c at abutting panel edges. (8) Anchor bolts shall be embedded at least 7" into concrete; there shall be a minimum of two bolts per piece with one bolt located not more than 12" or less than seven bolt diameters from each end of the piece. 2x min PT, u.n.o. MI All chaathinn mnct ho CtnIrtloral I chaathinn I I NI rl I 1 k SECOND FLOOR SHEARYVALL LAYOUT 1/8 " =1' –O" ROOF DIAPRHAGM PER STRUCT NOTES EDGE NAILS HOLDOWN SCHEDULE Date: 8/19/2010 Job #: Lot 8 MARK HOLDOWN / STRAP *(1) FASTENERS TO (2) -STUDS MIN U.N.O. FOUNDATION ANCHOR "(1)(4) COMMENTS T -1 STHD10 /10RJ (28) - 16d N/A 16d @ 12 " o/c 16d slant @ 12 " o/c or A35 @ 36 " o/c 5/8"0x10" AB's @ 60 " o/c B4 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5 /8 "0x10" AB's @ 60 " o/c B3 7116" OSB *(7) 8d @ 3" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8 "0x10" AB's @ 60 " o/c F3 7/16" OSB *(7) 8d @ 3" o/c (12" o/c field) 16d @ 4 " o/c A35 @ 12 " o/c 5/8"0x10" AB's @ 16 " o/c SHEARWALL SCHEDULE Date: 8/17/2010 Job #: Doak Lot 1 MARK *(2) SHEATHING - APPLY TO 2x HF STUDS @ 16 "o /c U.N.O. BELOW *(9) SHEATHING EDGE NAILS *(5) ALL EDGES BLOCKED (do not penetrate past flush) BASE PLATE NAILS *(5) ROOF TO TOP PLATE, FLOOR TO TOP PLATE & SILL PLATE *(6) SILL PLATE ANCHORS w/ 3" x 3" x 114" WASHERS {8} A6 7/16" OSB 8d @ 6" o/c (12" o/c field) 16d @ 12 " o/c 16d slant @ 12 " o/c or A35 @ 36 " o/c 5/8"0x10" AB's @ 60 " o/c B4 7/16" OSB 8d @ 4" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5 /8 "0x10" AB's @ 60 " o/c B3 7116" OSB *(7) 8d @ 3" o/c (12" o/c field) 16d @ 9 " o/c A35 @ 24 " o/c 5/8 "0x10" AB's @ 60 " o/c F3 7/16" OSB *(7) 8d @ 3" o/c (12" o/c field) 16d @ 4 " o/c A35 @ 12 " o/c 5/8"0x10" AB's @ 16 " o/c SOLID / BLOCKING WALL —� H2.5 MIN @ ALL ROOF MEMBERS U.N.o. SHEARWALLS SIIEARWALL w/ TRUSS OR RAFTER BEARING SW� FLOOR RIM /BLKG (OR ROOF GABLE) EDGE NAILS - - EDGE NAILS t SWF J — DIAPHRAGM PER STRUCT NOTES EXTERIOR SHEARWALLS NAILS PER SW SCHED WALL BASE PLATE CONNEC i ION SOLID BLKG r A35 PER SW SCHED DOUBLE -SIDED SHEARWALLS, INTERIOR SHEARWALLS, & EXTERIOR SHEARWALLS @ CANTILEVERS SHEARWALL FLOOR (ROOF GABLES) CONNECTIONS, TYP N.T.S. FOUNDATION PER PLAN —� SWB, /— WALL ANCHORS PER SW SCHED 2x SILL U.N.O. PER SW SCHED SHEARWALLS TO FOUNDATION WALL BASE PLATE CONNECTION PER SW SCHED — RIM /BLKG EDGE NAILS FOUNDATION PER PLAN WALL - DIAPHRAGM PER STRUCT NOTES ANCHORS PER . SW SCHED 2x SILL U.N.O. PER SW SCHED SHEARWALLS TO FLOOR TO FOUNDATION SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS, TYP SHEARWALL -OOF COME, IONS, TYP N.T.S. a Hi@ SHEARWALLS J N.T.S. tLS50@ —i SI IEARWALLS PER SCHED 1 L550 r SHEARWALLS PER SCHED i.rH2.5 @ALL ROOF MEMBERS C H I la1 Si IEARWALLS _v_3( for Fig REVIEWED FOR CODE COMPLIANCE APPROVED MAY102ui1 City of Tukwila BUplINMI,mk GARAGE SHEAR;At %LL DETAIL Scale: NT5 bQ-3o 01 COPYRIGHT © SAD 2005 UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTESTED BY FEDERAL LAIN EElip_- NOV 15 2010 JiMIT CENTER JAMES- ANDERSON DESIGN, P.S. RESIDENTIAL ARCHITECTURE 17'0,644 1..of PAW.rJ� CATHERINE ANDERSON REGISTERED ARGniTEt .T 730 DAYTON ST. tt6 EDMONDS, riA. 98020 (425) 116 -6766 TELEPHONE/FAX w,- ATE 8 -z ,- to FIRST FLOOR LEG /MEGH SCALE 1" = 4' -0" EQUIPMENT SIZING FORM Building Component Description U or F Value Heat Loss Factor Component Footage A. 1^1indow,Skylite Double •FRC certified .322 14.81 180.2 Sliding 8 Swinging Skylite uncertified .580 26.68 Glass Door 0.00 B. Opaque Door Wood 1 3/4" sc .460 21.16 Wood 1 3/8 SG .460 21.16 17.0 Insul. metal w /wd Frame .160 736 20.0 Insul. metal w /metal frame .280 12.88 18.0 G. Roof /Ceiling R -30 .036 1.66 Insulation R -38 .031 1.43 870.0 D. Wall insulation R -21, wood studs .057 2.62 1805.0 above 4 below grade R -19, wood studs .062 2.85 R- 13,wood studs .082 3.77 E. Floor Over Unheated R -1G .041 1.89 Space Insulation R-30 . 02,,i .02,,i 1.33 8'70.0 F. Slab On Grade Floor R -10 .540 24.84 Perimeter Insulation 0.00 G. Basement Floor R -10 .600 2-1.50 H. Infiltration Post 1G80 .03x.6 AGH 0.50 12403.0 Design Heating Load DHL= (heated floor area) Minimum Required Equipment Size = DHL x 1.0 Maximum Allowed Equipment S _e = x 1.5 Max = 250% of DHL if it has an AFUE of 90% or Proposed Equipment Size (Output) 1496 EXHAUST DUCT WRAP R -4 El VENT TO EXTERIOR' SCREENED FRESH AIR INTAKE VENT L -� y REVIEWED FOR CODE COMPLIANCE APPROVED toy 10 2011 City of Tukwila BUILDING nIVIaIGN EXHAUST FAN TEERMINATION VENT c EXHAUST AIR WHOLE HOUSE MOIST, STALE EXHAUST FAN INTAKE INTERIOR AIR (SEE NOTES FOR CFM, SONE RATING AND TIMER SWITCH) MANUAL AIRFLOW ADJUSTMENT DAMPER ELECTRONIC DAMPER GAS FURNACE L (= RETURN AIR 24 HR TIMER WITH ON - OFF SWITCH SUPPLY AIR COMBUSTION FURNACE AIR ---- -- L INSULATED SUPPLY DUCTS R -8 FURNACE INTEGRATED WHOLE HOUSE VENTILATION SYSTEM SEGONV FLOOR !L.EC'/t4ECH SCALE 1" = yc+-) M oni flxtt ALA.2.0-.1 E NOV 15 2010 F CFTER CATHERINE ANDERSON STATE OF WASHINGTtNd COPYRIGHT CO .SAD 2008 COPYRIGHT © UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW .JAMES— ANPESSON DESIGN, P.5. RESIDENTIAL ARCHITECTURE pow rotes �� 1 / p/stie- CATHERINE ANDERSON REGIS FRED ARCHITECT sac, DAYTON 57. zS EDMONDS, WA. °8020 (425) ?16 -S-766 LEPI- ONE /FAX DATE SHEET 4tir fraLkiisti HA 144 le-4-4 i !1 /l,I -is) 1 FRAMING SEGTION SCALE 1" = 41 -0" DOAK- LOT 1 vim:pc^ SGH!PULE SIZE TYPE AREA „UA" A B 1 1 6/0X4/0 2/0X2/0 4/0X5/0 Sldg Fixed Fixed 4 E F H 2 1 1 5/0X4/0 1/0X4/0 3/0X5/0 3/0X3/0 5/0X6/10 Sldg Fixed Sldg Sldg Patio 24 -00 12.00 20.00 80.00 8.00 45.00 9.00 54.17 0.32 0.2F 0.29 0.32 0.2F 0.32 0.32 0.34 7.68 3.48 5.80 25.60 2.32 14.40 2.88 11.52 NOTES Egress TSG 2- Egress TSG T5G 16 232.17 73.75 WEIGHTED "U" 0.318 OVERHEAD GLAZING 2 2/0X2/0 8.00 058 4.54 2 8.00 4.640 wEIGHTED "U" 0.550 DOORS 2 3/0X6/8 2/6X6/8 Insul. Metal Exemot 19.98 0.16 3.20 Wd. Frame 19. F80 3.20 WEIGHTED "U" 16,0 WINDOW MANUFACTURER Flu--- -ern cG !G DOOR MANUFACTURER EMF _ ti T gird. m/oL4, ? 71 - X1i A'A-`r• >f,11 - 2I ,w144 W9�; ' 1_141444- rAno- t•X ;T. 4A9.40f-- -) 1' a1?1- r•cx A a ,Ye'' *� h1 Hr r- i LINGiur F-}L 'i1 L- I�t11av1y4 D', ArArl I' 1 vt l ice' s 1 -p s-411-, 4.x .d I tr t.1- S7r41K Si-11-.710N =!TAiL SG4le: _ Oro �= vt'1 ‘e,x _Fd whir I''U- `z}+ --��' 2)(2 w v� zA'+ \b7/40vvir. 1-41 _ ,,1 P H -1 �- I- *LP v ta1:0 -1+-i 1 pl G1 f era . �L& i- VIEWED FOR 3ODE COMPLIANCE APPROVED N1AY102011 1 City of Tukwila vt» 7) BU DING DIVI�IflN- 7 I' l/' W� 9fury 14" -_,r ri,ow 1,1 ii-- 7 h, y i. n ,,/ HMI" w /11 HHbJ. bIO 307,__ ci-1' r,17- ''14KIr,I x -�,�I. rt#1r- f T�� W 1� 1- jz 4 - i'� °x� 1v -11 1 r � 0 . y, RECEIVED NOV 15 2010 FR 1 1T. • j 'F i yr 1 REINFORCEMENT SCHEDULE VERTICAL_ HORIZON` ^.L RE:NFDRCE.MEN T I RE INF ,RC:MENT Nn N f 3 • �. , A A. s 1 - A v n • .-▪ w G 0 • • 2 2-1 G I(i i1 II ft\ 'i `'=IGAL 5e-ate: MT 5 I--11 rJ� .LAMES- ,4NDERSDN DE:.IGN, 1 ' i T) 4 , r GENERAL CONSTRUCTION NOTE$. 1. Locations shown for existing utilities are approximate. 2. At least 48 hours before starting project site work, notify the Utilities Inspector at 206 - 433 -0179. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206 - 433 -0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on -site. 9. Contractor shall provide record drawings prior to project final approval. 10. Provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be Washington State (grid) Coordinates, North Zone, using NAD 83/91 survey control and tied to any two City of Tukwila Horizontal Control Monuments. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 12. Replace or relocate all signs damaged or removed due to construction. 13. Retain, replace or restore existing vegetation in rights -of -way, easements, and Access Tracts. CONSTRUCTION SPECIFICATIONS 1. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans, specifications, and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. Permittee shall apply for a Revision for any work not according to the approved plans. 2. Permittee /Contractor shall arrange a preconstruction conference with the City's Inspector(s) prior to beginning any work. 3. Work in Roadways a. All work in roadways shall meet TMC 11 and the following: b. Prior to any activity in City right -of -way, the Permittee shall provide the City a traffic control plan for review and approval. The traffic control plan shall include the location, address and description of traffic flow during the work and shall meet MUTCD requirements. c. All work requiring lane closures must be by permit only. From the third Thursday in November to the following January 2nd, the Director does not allow lane closures in the Tukwila Urban Center. d. Fire, pedestrian, and vehicular access to buildings shall be maintained at all times, except when Permittee has permission from the building owner and the Director to close an access. e. All roadways shall be kept free of dirt and debris using street sweepers. Use of water trucks for cleaning roadways requires pre - approval from the Director. f. Install steel plates over any trench, at any time work is stopped and the trench is left open. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams ", "Drains to Wetlands ', or "Drains to Groundwater ", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. DRAINAGE AREAS ANALYSIS for Doak's Village Green All areas are in square feet. Pre-Developed Site Conditions The site is shown to be pasture grass land in a 1936 Photo and later developed into two single family residences with two detached garages. Total Land Area Roof Areas Driveway Area Walkway Area Concrete Patio Pre -Dev Impervious Area Lawn Grass Pasture 44710 2672 1018 51 722 4463 12330 27917 Developed Site Conditions All roofs will have Full Infiltration (model @ 0% impervious) Driving Areas will be porous asphalt (model @ 50% imp) Walkways will be porous concrete or pavers (model @ 50% imp) Decks will be porous concrete or wood with slots between boards (model @ 50% imp) Lot Parcel Area Roof Area Drive Area Walkways Decks Total New Impervious Grass Area 1 4087 1307 414 54 234 3853 2 2500 1204 162 54 36 126 2374 3 2500 1204 162 54 36 126 2374 4 3559 1280 265 60 40 183 3377 5 4096 1689 330 72 0 201 3895 6 4218 1315 225 113 45 192 4027 7 3694 1204 162 58 36 128 3566 8 3679 1315 219 109 45 187 3493 9 3679 1204 162 51 36 125 3555 10 4386 1315 219 110 45 187 4199 TR A 8312 0 6495 1562 0 4028 4284 Totals 44710 13037 8815 2297 319 5715 38995 Model % 100% 50% 50% 50% Model Area 44710 0 4408 1148 160 5715 38995 Net New impervious surface area equals 5,715 -4,463 = 1,252 sq. ft. Pre - Developed Site % impervious = (4463/44710) +100 = 10.0% Developed Site % impervious = (5715/44710) +100 = 12.8% NO. DATE REVISION SEPARATE PE ; iT RE JIRED FOR: Mechanical Et3.tricl CI Plumbing c s Piping Chi 7f IV, BUILDV _ ALLIANT ENGINEERING Sc LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 (425) 485 -1083 gRADING AND EROSION CONTROL NOTES, 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits, install construction entrance, and install erosion prevention and sediment control measures. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover materials to cover all disturbed areas. c. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. 7. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 8. During the life of the project, the Permittee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 9. The Permittee shall monitor the downstream drainage features, and shall, with the Director's approval, remove all sediment deposition resulting from project- related work. 10. All work performed shall be per approved plans and specifications only. The Permittee is required to maintain a set of approved plans and specifications and associated permits on the job site. Work shall be performed in accordance with all federal, state, and local laws. 11. As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC and shall install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 12. The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and REVa'� public rights-of-way or easements from damage during grading operations. The Permittee shall restore, totq.e� VIEWED P 9 Y 9 9 9 9 P VVD FOR standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and E CCMPL�ANCE private properties and improvements damaged by the Permittee's operations. r APPROVED 13. Permittee shall arrange for and comply with the following: MAY 1 0 1 a. Notify the Public Works Department within 48 hours following installation of ESC measures. b. Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. c. Maintain all road drainage systems, storm water drainage systems, control measures and other facilities 6BUILDING identified in the ESC plan. d. Repair any siltation or erosion damages to adjoining properties and drainage facilities. e. Inspect according to the approved ESC inspection schedule and make needed repairs immediately. FIL Permit No. Plan review approval is Approval of construction the violation of any a of N IP • • • BY De* • • • • bjec t to errors and omission$. 6*. ents does not 8uthol?ag code or ordinance. Reolt is �owlsd r air ���`� -Z City $UILD -t7- Pkicif UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4 -feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. UTILITY LOCATION NOTES: 1. Prior to starting construction, contact ONE -CALL (1- 800 - 424 -5555) for utility locations. Locations shown for existing utilities are approximate. Identification, location and marking of underground facilities or utilities if the responsibility of the Contractor 2. It is the contractor's responsibility to verify the location and elevation of all utilities and drainage facilities prior to construction. The Contractor is cautioned that overhead electrical and other utility lines may not be shown on the drawings. The contractor is responsible for determining the extent of any hazard created by overhead electrical power or other utility lines in all areas and shall follow procedures during construction as required by law and regulation. SANITARY SEWER CONSTRUCTION NOTES 1. The location of the side sewers shall be marked at the end of the line, 5 feet inside property with 2 x 4 painted traffic yellow and marked "Sewer" with the depth to the side sewer indicated in black paint. 2. Contractor shall obtain any necessary side sewer connection permits from the City of Tukwila prior to construction. 3. Unless otherwise approved or required, the City of Tukwila shall do all connections to existing sewer main with new tees. The contractor shall be responsible for trench and pavement excavation, pipe installation, backfill and pavement restoration. WATER MAIN SERVICE CONSTRUCTION NOTES 1. The contractor shall obtain all necessary water service connection permits from the City olf,TtikAP-FOlbYetbetbriVittetliorby the Public 2. Installation of corporate stops, water service, lines and meters shall be per City of Tukwila`Si ilitieletallstb/Servit lAi* current minimum 3/4 inch. The City of Tukwila will install the meters. City s'. i4ards. Acceptance is subject to errors and oi uisyions which do not authorize violations of q4'c,pted standards or ordinances. The responsibility for the adequacy of the design rests totally with the ;per. Additions, deletions or revisions to these 0,ings after this date will void this acceptance .:_ d will require a resubmittal of revised drawings subsequent approval. LEGAL DESCRIPTION: LOTS 1 THROUGH 10, INCLUSIVE, ACCORDING TO THE BOUNDARY LINE ADJUSTMENT THEREOF APPROVED BY THE CITY OF TUKWILA FOR TAX PARCEL 0179001855, KING COUNTY, WASHINGTON. ELEVATION DATUM: DATUM: NAVD 88 REVISIONS 7 No changes shall bo made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan subn,e and may include additional plan review fzes. l acceptance is subject to field inspection by Public , 'orks utilities inspector. • 1112t f t� By: bt-41hn EARTHWORK Q NT}T ES --- CUT 950 CU. YDS FILL 950 CU YDS APPLICANT: DOAK HOMES, INC. 11812 - 26TH AVENUE SW BURIEN, WA 98146 (206) 246 -6587 IIa TION OF lbkwila NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. DIVISIONCITY OF TUKWILA, KING COUNTY, WASHINGTON vi S 122TH ST a 1- 0 S 124TH ST SITE VICINITY MAP NOT TO SCALE CONTACTS Project Manage /Owner: Darryl Doak, Sr Doak Homes 11812 28th Ave. SW Burien, WA 98146 (206) 372 -2280 cell (206) 246 -5991 fax Design Engineer: Tim Schriever, PE Alliant Engineering & Land Surveying, Inc. 14525 148th Ave. NE Woodinville, WA 98072 (425) 485 -1083 office (206) 669 -5218 cell (425) 489 -2754 fax UTILITIES UNDERGROUND LOCATION CENTER OPTS BEFORE ti V -424- FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRUCTION SEQUENCE 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 4) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOTS. 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS. 7) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. 8) INSTALL ON -SITE STORM DRAINAGE FACILITIES. 9) MAINTAIN FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 13) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 14) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15) CLEAN OUT STORM DRAINAGE SYSTEM. 16) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 30<1 SPECIFICATIONS, DETAILS & NOTES ROAD -LOT DIMENSIONS AND EXISTING SITE CONDITIONS EROSION & SEDIMENTATION CONTROL PLAN ROAD, DRAINAGE, UTILITY PLAN ANIit:d ilED ROAD DETAILS DRAINAGE DETAILS NOV 16LUIU TUKWILA WATER & SEWER DETAILS PUBLIC WORKS TRAFFIC CONTROL AND PERMANENT SIGN PLAN SITE DEVELOPMENT PLAN DOAK'S VILLAGE GREEN TAX PARCEL NO. 0179001855 TUKWILA PERMIT N0. NOV 1.5 2010 DATE 8/06/2008 AELS PROJECT NO. 04028 SHEET 1 OF 8 PROPERTY DIMENSIONS AND EXISTING SITE CONDITIONS SCALE: 1"=20' H 1 " =5' H 11111 1 1 1 1 0 10 20 30 40 50 PORTION OF NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. EXISTING FIRE HYDRANT BENCH MARK ON S. FLANGE BOLT ELEV: 111.19 LEGEND w w w WATER MAIN (8 "DI) WATER METER S S S SANITARY SEWER MAIN (8 "PVC) _ _ = STORM DRAIN CATCH BASIN 0 0 0 FENCE OH OH OH OVERHEAD UTILITIES G G NATURAL GAS CB1 EXISTING CATCH BASIN GRATE: 110.81 IE:108.66 EXISTING 110' -12 "DI S =0.48% S8917'24 "E TBM 109.68 SET CAP "22594" IN FOUND 3/4" IRON PIPE 12" DECIDUOUS OUND 1.5" IRON PIPE 0.4' NORTH & 0.8' WEST OF CALCULATED CORNER S8917'24 "E 18" 55.00' DECIDUOUS 45.00' S8917'24 "E 25.37' BASIS OF BEARINGS: PLAT OF ALLENTOWN, VOLUME 12 OF PLATS, PAGE 100 ELEVATION DATUM: NAVD 88 BENCHMARK: INVERT ELEVATION OF 12" DI IN CB #2 ON 50TH AVE S. ELEVATION: 109.30 EXIST. RESIDENCE 430 SF S8917'24 "E 100.00' EXIST. CONC. SLAB 4736 SF CB2 GRATE: 111.07 IE(N): 109.30 EX. IE(4 "E): 109.50 NEW 4,096 sq.ft. EXISTING GARAGE 647 SF 3,559 sq.ft. 50.00' 18" MONKEY TO BE REMOV: D 2,500 sq.ft. 114 Z500 sq.ft. 4,087sq.ft. 'I -#G R SSMH 4- 51PL -04 N 0. IE N :103. 4 IE S :103.3 IE W :103.34 EXISTING SSMH NO. 4 -50 -01 LID: 111.35 IE(N): 103.78 IE(E): 103.88 S8417'24 "E 43.16' R =100 00 L =8.73 Tan =4.3 ■65 00'00 S8417'24 "E 50.00' R=117.00 L =10.21 Tan =5.11 �5ro0'OD" 10' UTILITY EASEMENT ALONG ALL ROAD FRONTAGES 50.00' S8917'24 "E 159.87' TRACT A S8917'24 "E 181.49' PRIVATE ROAD 41.24' 528 SF EXISTING DRIVEWAY S8917'24 "E 212.68' 60.00' 10' UTILITY EASEMENT ALONG ALL ROAD FRONTAGE 63.15' EXISTING 8 "PVC S= 1.00% EXISTING CATCH BASIN (CB8) GRATE:110.17 .. IE:107.22 (18"N 1E:107.37 (12 "E) 60.00' 4,218 sq.ft. 7 3,694 sq.ft. 3,679 sq.ft. 3,679 sq.ft. 10 4,386 sq.ft. EXISTING CATCH BASIN (CB9) GRATE:109.97 IE:107.52 (18" N &W) IE:107.62 (12" 5) 12" HAWTHORN TO BE REMOVED "DECID1 9US POWE' OLE _71: 60.00 -- 10' U11LITY EASEMENT ALONG ALL ROAD FRONTAGES -60.00' REVIEWED FOR CODE COMPLIANCE APPROVED rim 10 [u i1 60.00' S89'17'24 "E 336.61' off 91.61' __ -- -- --- - - - - - S - -- S - - EXISTING CO CRETE BARRICADE RIM:112.78 RIM :109.28 w RIM:111.98 B10 EXISTING GRATE :111.24 FIRE HYDRANT IE :108.34 (18" W &E) H RIM :110.77 IE \104.12 1E (S 1 4.22 IE((W:1 .12 ��! ALLIANT ENGINEERING & LAND SURVEYING, INC. NO. DATE REVISION P.O. BOX 2596 WOODINVILLE, WA 98072 (425) 485 -1083 APPLICANT: DOAK HOMES, INC. 11812 26TH AVENUE SW BURIEN, WA 98146 (206) 246 -6587 PROPERTY DIMENSIONS AND EXISTING SITE CONDITIONS DOAKS 10 LOT BLA ON 51ST PLACE S. TAX PARCEL 110. 0179001855 TUKWILA PERMIT N0. DATE 8/06/2008 AELS PROJECT NO. 04028 SHEET 20F8 FILTER FABRIC MATERIAL 36" MIN WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABIC TO WIRE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2"x2" BY 14 GA. WIRE FABRIC BACKING (OR EQUAL) 24 "MIN SILT FENCE DETAIL NOT TO SCALE I-IL ILK I-AbKIL MATERIAL 2"x2" BY 14 GA. WIRE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC IS USED 12 "MIN 4 "x4" MIN. TRENCH. BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" WASHED ROCK 8' MAX WHEN BACKING IS USED 12 "MIN 2 "x4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS LEGEND w WATER MAIN (8 "DI) HI WATER METER S SANITARY SEWER MAIN (8 "PVC) STORM DRAIN CATCH BASIN o FENCE OH OVERHEAD UTILITIES SCALE: 1 " =20' H 1 " =5' H 11111 1 1 1 0 10 20 30 40 50 PORTION OF NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. G G G NATURAL GAS 9 9 NATURAL GAS UNDERGROUND POWER, PHONE. TV w- WATER SERVICE UNE: 1" POLY 200 PSI WATER METER 3/4" SANITARY SEWER MAIN 8 "PVC, S= 1.00% 8" PVC CLEAN OUT. REF COT DETAIL SS -03 PROPOSED SANITARY SIDE SEWER SANITARY SIDE SEWER 6" PVC(S = 2.0090 W/ CLEAN OUT AND INSPECTION TEE AT PROPERY UNE BUT NOT UNDER PAVEMENT. REF COT DETAIL SS -02 & SS -03 STORM DRAIN ❑ CATCH BASIN NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). OR AT 8' MAXIMUM WHEN BACKING IS USED. C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, 11E WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4" -1.5" WASHED ROCK H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 10 2011 SPOT ELEVATION City of Tukwila BUILDING nlulslflN STABILIZED CONSTRUCTION ENTRANCE TBM 109.68 SET CAP "22594" IN FOUND 3/4" IRON PIPE 12" DECIDUOUS OUND 1.5" IRON PIPE 0.4' NORTH & 0.8' WEST OF CALCULATED CORNER SILT FENCE ON DOWNSLOPE PROPERTY LINE 11 \\ `? \ LIMIT OF CLEA SILT FENCE X DECIDUOUS INSTALL FILTER FABRIC CATCH BASIN PROTECTION - - OVER ALL CB'S PRIOR TO CLEARING & GRADING 14, •.. Aft la 112 'i•�4.V4‘1011° . t° ■ al ∎ i 0.6.1rp 4111‘ EXISTING NTOUR CB2 GRATE: 111.07 IE(N): 109.30 EX. IE(4 "E): 109.50 NEW GEOTEXTILE FABRIC UNDER QUARRY SPALLS (MARAFI 600X OR EQUAL) STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 3" TO 8" QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12" THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FEET. 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE, AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE 18" MONKEY TO BE REMO EXISTING SSMH NO. 4 -50 -01 LID: 111.35 IE(N): 103.78 IE(E): 103.88 . � 1111 W_, 11 :ta.££A I 'SIB+ ■simir ' 5' CONCRETE WALK SSMH NpO. 4- 51 PL -04 RIM: 110.74 IE N 103. 4 IES:103.33 IE W :103.34\ EXISTING 8 "PVC S =1.00% 7.69' \ EXISTING CATCH BASI GRATE:110.17 IE:107.22 (18 "N ) IE:107.37 (12 "E) INSTALL FILTER FABRIC CATCH BASIN PROTECTION OVER ALL CB'S PRIOR TO (CB8)CLEARING & GRADING ALONG SPHALT NORTH EXIS GRA ", IE:10. IE: 10i 12" HAWTHORN'- PROPOSED TO BE REMOVED CONTOUR "DECIDUOUS - )WE. • " 12-- EXISTING CONTOUR 10' UTILITY EASEMENT ALONG ALL ROAD FRONTAGES - S-- - - - -S' - -- -S- EXISTING CO CRETE BARRICADE C111T- RIM:112.78 RIM: 109.28 w MINIMIZE CLEARING WHERE POSSIBLE W i W B10 EXISTING GRATE:111.24 FIRE HYDRANT IE:108.34 (18" W &E) S > H' RIM:110.77 IEN \104.12 IES:1 4.22 IE W :1c.12 BASIS OF BEARINGS: PLAT OF ALLENTOWN, VOLUME 12 OF PLATS, PAGE 100 ELEVATION DATUM: NAVD 88 BENCHMARK: INVERT ELEVATION OF 12" DI IN CB#2 ON 50TH AVE SW; ELEVATION: 109.30 ALLIANT ENGINEERING & LAND SURVEYING, INC. N0. DATE REVISION P.O. BOX 2596 WOODINVILLE, WA 98072 (425) 485 -1083 APPUCANT: DOAK HOMES, INC. 11812 - 26TH AVENUE SW BURIEN, WA 98146 (206) 246 -6587 EROSION & SEDIMENT CONTROL PLAN DOAK'S VILLAGE GREEN TAX PARCEL NO. 0179001855 TUKWILA PERMIT N0. NOV 15 2010 R NTER DATE 8/06 /2008 AELS PROJECT NO. 04028 SHEET 30F8 DATE: 08/06/08 REVISIONS: CB2 GRATE: 111.07 IE(N): 109.30 EX. IE(4 "E): 109.50 NEW 0 TBM 109.68 /SET CAP "22594" IN FOUND 3/4" IRON PIPE 12" DECIDUOUS OUND 1.5" IRON PIPE 0.4' NORTH Sc 0.8' WEST OF CALCULATED CORNER c4, 18" DECIDUOUS PROPOSED `ONTOUR EXISTING CONTOUR 0 C) x 0 PROPOSED RESIDENCE FF: 113.1 GARAGE HI /LOW: 112.1/111.7 CRAWL FL: 110.6MIN 36.00' 34' PROPOSED 4 RESIDENCE FF: 113.1 GARAGE HI /LOW: 112.9/ CRAWL EXISTING SSMH NO. 4 -50 -01 LID: 111.35 IE(N): 103.78 IE(E): 103.88 EXISTING 8" PVC SEWER PIP TO BE REMOVED AND REPLACE SAW CUT 4'x6' ASPHALT AND PATCH PER CITY STD FOR NEW SEWER MAIN BASIS OF BEARINGS: PLAT OF ALLENTOWN, VOLUME 12 OF PLATS, PAGE 100 ELEVATION DATUM: NAVD 88 BENCHMARK: INVERT ELEVATION OF 12 DI IN CB #2 ON 50TH AVE SW; ELEVATION: 109.30 SCALE: 1 " =20' H CB1 EXISTING TYPE 1 GRATE: 110.81 IE:108.66 (12 "DI) 1 40 40' o I 'ROPOSED '0 0 112.5 1 �1 - RESIDENCE 3 I 5'b f PROPOSED 2 FF: 113.1 RESIDENCE FL: 110.6MIN GARAGE HI/LOW: N N FF: 113.1 N 25.00' 112.8/112.4 1 GARAGE HI/LOW ■ CRAWL FL• 110.6MIN 112.8/112.4 I I 46 60. 114 CRAWL FL: 110.6MIN I I MEM I�lii�ii��� ���r Iii 5' IWIDE �1 R RAMP 15, ETE WA L Miff 4. 1273'6" PERF CPEP, S=0.00% (LEVEL Riot ?PROPOSED RESIDENCE FF: 113.1 GARAGE HI /LOW: 111.2/110.8 CRAWL FL: 110.6MI SCALE: 1 " =20' H 1 " =5' H 111111 1 1 1 1 1 0 10 20 30 40 50 PORTION OF NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. SSMH M0. 4 -51 PL -04 RIM:110. 4 IEN:103.24 IE S:103.3 IE :103.34 EXISTING 8-PVC S =1.00% \ -- \ LEGEND w w w WATER MAIN (8 "DI) IN WATER METER s s s SANITARY SEWER MAIN (8 "PVC) STORM DRAIN CATCH BASIN GH 0 O 0 0 FENCE OH OH OVERHEAD UTILITIES G G G 9 9 S S -93 - -93-- EXISTING CAT1SH BASIN (CB8) GRATE:110.17 IE:107.22 (18 "N. ) IE: 107.37 (12 "E) NATURAL GAS NATURAL GAS UNDERGROUND POWER, PHONE, TV WATER SERVICE UNE: 1" POLY 200 PSI WATER METER 3/4" SANITARY SEWER MAIN 8-PVC, S =1.00% O 8" PVC CLEAN OUT. REF COT DETAIL SS -03 PROPOSED SANITARY SIDE SEWER SANITARY SIDE SEWER 6" PVC(5= 2.0096) W/ CLEAN OUT AND INSPECTION TEE AT PROPERY UNE BUT NOT UNDER PAVEMENT. REF COT DETAIL SS -02 & SS -03 STORM DRAIN ❑ CATCH BASIN SPOT ELEVATION - DRYWELL PER DETAIL ON SHT 6 OF 8 SAVII CUT UN ALONG EXTENSION OF SPH ALT ROD TO NORTH 0 6 5.00' PROPOSED RESIDENCE N FF: 113.1 GARAGE HI/LOW: 112.4/112.0 CRAWL FL: 110.6MIN 43' 13.00' PROPOSED rESIDENCE FF: 113.1 GARAGE HI/LOW: 112.6/112.2 CRAWL FL: 1110.6MIN 40' 77 REMOVE EXISTING ASP1L POWE' -OLE PROPOSED RESIDENCE FF: 113.1 GARAGE HI/LOW: 112.8/112.4 CRAWL FL: 110.6MIN 43' PROPOSED RESIDENCE 9 FF: 113.1 GARAGE HI/LOW: 112.8/112.4 CRAWL FL: 110.6MIN 40' 13' PRO FF: 1 GARA 1 CRAWL SED RESIDENCE 3.1 HI /LOW: 1.2/111.6 FL: 110.6MIN EXISTING CATCH BASIN (CB9) GRATE:109.97 IE:107.52 (18" N &W) IE:107.62 (12" S) PROPOSED CONTOUR 18" ROOF RHANG (TYP)\ EXISTING CONTOUR ••• WS: 1i�, OH. EXISTING 'CO C1311 -' --- RIM:112.78 RIM:109.28 W ,� W B10 EXISTING GRATE 111.24 FIRE HYDRANT IE: 108.34 (18" W &E) S- H RIM: 110.77 IE N: \104.12 IE S :1 4.22 IE :1 .12 CB2 EXISTING TYPE 1 GRATE: 111.07 IE: 109.30 (OUT EX.12 "DI, S= 0.48 %) IE: 109.30 (IN NEW 33'- 12 "DI, S= 0.50 %) IE: 109.50 (IN NEW 60' -4 "PVC, S= 1.00 %) CB3 NEW TYPE 1 STA. 0 +24.63, 14.47'LT GRATE: 111.10 IE: 109.46 (OUT 33'- 12 "DI,S= 0.50 %) IE: 109.46 (IN 11' -12 "LCPE,S= 0.50 %) CB4 NEW TYPE 1 STA. 0 +31.52, 11.91'LT GRATE: 111.15 IE: 109.52 (OUT 11'- 12 "DI,S= 0.50 %) IE: 109.52 (IN 16'- 8 "DI,S= 0.50 %) IE: 108.50 (IN 280' -6 "PERF CPEP,S = 0.00 %) CB5 NEW TYPE 1 STA. 0 +33.24, 6.37'RT GRATE: 111.36 IE: 109.60 (OUT 16'- 8 "DI,S= 0.50 %) IE: 108.50 (IN 273' -6 "PERF CPEP,S= 0.00 %) 120 Q 0 O 0 0 a O N Ce 0 110 EXISTING SANITARY SEWER MANHOLE SSMH NO. 4 -50 -01 STA:0 +11.0 LT 15.4' RIM: 111.35 IE(N): 103.78 IE(E): 103.88 CB6 100 NEW TYPE 1 STA. 3 +04.06, 16.10'LT GRATE: 110.68 IE: 108.50 (OUT 6 "PERF CPEP,S= 0.00 %) CB7 NEW TYPE 1 STA. 3 +13.45, 6.56'RT GRATE: 110.56 IE: 108.50 (OUT 6 "PERF CPEP,S = 0.00 %) CB8 EXISTING TYPE 1 STA. 3 +29, 16.8'RT GRATE: 110.17 IE: 107.22 (18" N &S) IE: 107.37 (12" E) DATUM MEV 0 124TH ST! I- 0_ 0 < Pil - < - a •a - 163.28' VC 110.52 ALT RLINE EXISTING STA 0 +09, ELE OF EXISTING A; 11A 0 +19.6 ELE\ GRADE BREAK 00 oi + r. N : W j HIGH HIGH PVI FVI POINT ELEV = POINT STA = 1 STA = 2 +31.26 ELEV = 112.48 A.D. _ -2.50 112.15 +82.27 I U R.O.W 51 T PLACE S. 0 0 W ,- 2.0096 1 GRADE BREAK N STA. 3 +29.17 ELEV: CENTERLINE EX. ASPH w 0) M • - z 0 x.00% w 0 w° -2.OX �, 0.50% CD /- m - -_��_ GRADE_ FINISHED GRADE ` _EXISTING _ _ _ ----- -- -- - - _ .-. _ - -�- c' V- 0:1 V c„) Si - 280'- 6"?ERF CPEP '- _ 123 XI 0 W NE W 170' -8'PVC SANITARY SEWER, S =1.00% .L PERVIOUS ROAD SUp-BASE, ELEV. 108.0 m �� - -� PROFILE NEW SANITARY SENER ROAD CL IE:105.58 1E:105.68 (COT CETAIL MANHOLE STA:1+79.9 RIM: (8 "PVC -OUT) ) (6 PVC -IN) SS -05) INSTALL 6" EXTENDED (COT PVC CLEAN -OUT TO FINISH GRADE DETAIL SS -03) CENTERLINE ROAD PRIVATE 30' ROW SCALE: 1 " =20' HORZ. 1 " =5' VERT. 51 ST PL. S. 50TH AVE. S. RIGHT -OF -WAY Iri '7 .• � �lp o MIo 0 S X00 0 N rno a- .-� to 0 �O • � N.- lei r- � Pi r- 7 Zpo020 N . X0--Z .- w W W cc! ce .- 0 L� O 00 -: � .-- 01 d -4-. .- 0) O . 111.60 110.64 1+00 1+50 2 +00 2 +50 3 +00 110 \\ REVIEWED FOR CODE COMPLIANCE APPROVED ma 10 2 u •d City of Tukwila BUILDINR nluicinro EXISTING SANITARY SEWER MANHOLE SSMH NO. 4- 51PL -04 STA:3+42.01, 10.59' LT RIM:110.74 IE(N): 103.24 IE(S): 103.34 IE(W): 103.34 100 • CONSTRUCTION NOTES: z E G=1 PROPOSED O1 NEW 8 "PVC (S= 1.00%) SANITARY SEWER MAIN TERMINATING WITH 48" MANHOLE. (COT DETAIL SS -05) NEW FIRE HYDRANT ASSEMBLY 2 (COT DETAILS WS -13, WS -10, WS -14, WS -18) OEXISTING WATER METER TO BE RELOCATED TO ROW LINE ® NEW 3/4" WATER METER SERVICES (COT DETAIL WS -01) ®CONSTRUCT PRIVATE ROAD PER CROSS- SECTION A -A ON SHT 6 OF 8. bO301 APPROVED JAN _ 2011 City of Tukwi a PUBLIC Works NOV 1.5 2010 TN E. g rn 0 co CO Zoo to 44 co F co ID CV (206) 246 -6587 AND PROFILE SITE PLAN DOAK'S VILLAGE GREEN TAX PARCEL NO. 0179001855 AELS PROJECT NUMBER 04028 ee PRIVATE ROAD DETAILS PUBLIC RIGHT OF WAY DETAILS WORK IN 51ST PLACE S. RIGHT OF WAY SAW CUT ASPHALT: 65 LIN FT ($120), REMOVE ASPHALT: 4 SQ. YDS. ($80) INSTALL ASPHALT CONCRETE WALK: 12 SQ. YDS. ($480) INSTALL 14' OF CONDUIT FOR POWER ($140) PAVE ASPHALT APRON: 80 SQ. YDS. ($1440) SEED & MULCH DISTURBED SOILS ($200) WORK IN 50TH AVE S. RIGHT OF WAY SAW CUT ASPHALT: 81 LIN FT ($150) REMOVE ASPHALT: 17 SQ. YDS. ($400) INSTALL 12' -8" PVC SEWER MAIN ($360) INSTALL 33' -12" DI STORM ($1485) INSTALL 1 TYPE 1 CB ($1250) INSTALL 9 WATER SERVICE LINES ($4500) PAVE ASPHALT CONCRETE: 23 SQ. YDS. ($414) SEED & MULCH DISTURBED SOILS ($200) ROAD CONSTRUCTION NOTES: 1. THE LOGITUDINAL SLOPE OF THE DRIVEWAY SHALL BE 0.50% MIN / 5.00% MAX. 2. ALL SUBGRADE MATERIALS SHALL BE WELL GRADED AND WASHED TO CONTAIN LESS THAN 5% FINES AND COMPACTED TO 95% MAX. DENSITY. 3. DO NOT COMPACT ROAD SUB —BASE. IF SUBGRADE SOILS BECOME COMPACTED: PLOWING AND AMENDMENT WITH MEDIUM SAND MAY BE REQUIRED. SUB —BASE INSPECTION REQUIRED PRIOR TO INSTALLING FILTER FABRIC AND FILL MATERIALS. 4. THE POROUS ASPHALT SURFACE MUST BE ADQUATELY PERMEABLE SUCH THAT FIVE GALLONS OF WATER POURED ON THE SURFACE MUST RUN THROUGH WITHIN ONE MINUTE. 5. TYPICAL POROUS ASPHALT MIX: 1 /2" SIEVE 100% PASSING 3/8" SIEVE 95% PASSING #4 SIEVE 35% PASSING #8 SIEVE 15% PASSING #16 SIEVE 10% PASSING #30 SIEVE 2% PASSING PERCENT BITUMINOUS 5.75 -6.00% BY WEIGHT (MIX MUST BE MODIFIED BY MANUFACTURER TO FOR OPTIMIZE PERFORMANCE WITH LOCAL MATERIALS.) CROSS SECTION A -A PRIVATE ROAD - POROUS PAVEMENT NOT TO SCALE 23.00' 5.00' CONC. WALK 2% TYP. UTILITY TRENCH BACKFILLED WITH WASHED PEA GRAVEL OR COARSE SAND 6 "CPEP PERFORATED CPEP WITH 2" MIN DEPTH WASHED ROCK UNDER PIPE (SEE PLAN OF SHT 4 OF 8 FOR PIPE LOCATIONS) BOTTOM TRENCH IN NATIVE SAND, ELEVATION: 108.0 )1' MIN. COMPACTED DEPTH "POROUS" ASPHALT CONCRETE PER DESIGN MIX OR APPROVED EQUAL (OR 6" POROUS CONCRETE) 2" MIN. COMPACTED DEPTH 5/8" CLEAN CRUSHED ROCK 12" MIN. COMPACTED DEPTH 11/2" CLEAN CRUSHED ROCK 6" MIN /12 "MAX DEPTH 1,4" WASHED PEA ROCK GEOTEXTILE FABRIC: MARAFI 600X (OR EQUAL) NATIVE SOILS IN ORIGINAL CONDITION (NOT COMPACTED) ESTIMATED ROW WORK DURATION: 30 DAYS ESTIMATED ROW WORK START DATE: 9/15/2008 (DEPENDS ESTIMATED ROW WORK FINISH DATE: 10/15/2008. ON PERMIT ISSUANCE). SIDEWALK DETAIL NOT TO SCALE VARIES: 12" MIN. SLOPE ROUNDING SEE CONTRACTION JOINT SIDEWALK FACE OF CURB 1" R. DRIVEWAY DETAIL NOT TO SCALE TOP OF ROADWAY 1/2" R. (TYP.) VARIES: 12' TYP SEE CURB FACE DETAIL 3/8" EXPANSION JOINT (TYP.) MONOLITHIC CEMENT CONCRETE CURB AND SIDEWALK NOTE: EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) CURB FACE DETAIL CEMENT CONC. SIDEWALK SEE NOTE 1 JOINT AND FINISH DETAIL BROOMED FINISH 4" WIDE, SMOOTH /r TROWELED PERIMETER PLAN VIEW CEMENT CONCRETE CURB CEMENT CONCRETE DRIVEWAY ENTRANCE WSDOT F80.10 -00, TYPE 1 6' -0" 12' 6' -0" PUBLIC RIGHT OF WAY ACCESS STANDARD PAVED APRON CROSS - SECTION NOT TO SCALE fj CONTRACTION JOINT IN SIDEWALK ONLY CEMENT CONCRETE SIDEWALK 6" MIN. COMPACTED DEPTH 5 8" CRUSHED ROCK (CRUSHED SURFACING TOP COURSE BASE SUPPORTING ALL SIDEWALKS AND C RBS. (NOT SHOWN) SECTION PRIVATE DRIVEWAY 5' - 0" r- FLUSH 1/2" R (TYP.) SIDEWALK DEPRESSED CURB & GUTTER VARIES 7.5' MIN VARIES 7.5' MIN EXPANSION JOINT IN BOTH CURB AND SIDEWALK 2% MAX. CEMENT CONCRETE SIDEWALK 3/8" EXPANSION JOINT (TYP.) SECTION 6" MIN. COMPACTED DEPTH 5/8" CRUSHED ROCK (CRUSHED SURFACING TOP COURSE) BASE SUPPORTING `ALL SIDEWALKS AND CURBS. (NOT SHOWN) ON FIRM AND UNYIELDING SUBGRADE OR COMPACTED STRUCTURAL FILL 1/8" TO 1/4" 2" MIN. COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE 2" MIN. COMPACTED DEPTH 5/8" MINUS CRUSHED ROCK 4" MIN. COMPACTED DEPTH 116" MINUS CRUSHED ROCK 12" MIN. DEPTH SUBGRADE COMPACTED TO 95% MAX. DENSITY CEMENT CONCRETE CURB & GUTTER RAMP WITH 12H:1V SLOPE (TYP.) CEMENT CONCRETE SIDEWALK DEPRESSED CURB & GUTTER PREMOLDED JOINT FILLER E© EXPANSION JOINT © CONTRACTION JOINT ISOMETRIC VIEW APPLICANT: ALLIANT ENGINEERING & LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 (425) 485 -1083 DOAK HOMES, INC. 11812 - 26TH AVENUE SW BURIEN, WA 98146 (206) 246 -6587 N0. DATE REVISION ROAD DETAILS & NOTES DOAK'S VILLAGE GREEN TAX PARCEL NO. 0179001855 TUKWILA PERMIT N0. NOV 15 2010 DATE 8/06/2008 AELS PROJECT NO. 04028 SHEET 5 OF 8 ROOF DOWNSPOUT OVERFLOW \\ \\ \ ■111 CATCH BASIN OR AREA DRAIN FLOW 4 "PVC, S =2.00% OVERFLOW PIPE TO POSITIVE OUTLET WITH OVERFLOW PIPE INVERT ELEV: 109.60 Z_ 2 TOP VIEW MARK END OF DRYWELL WITH 1" CAPPED PVC OR OTHER MEANS FLUSH WITH SURFACE 4" PVC S =2.00% 4" PVC S =2.00% MIN Wei . -_� MA. ogi JP, MAO Air 6'4IN. 4" PVC ELBOW WITH 1/4" SCREEN ON INLET 6•MIN. 4" PERF LEACH BED TUBING ON LEVEL SLOPE IE:109.60 g �Y�� �� �� , � �► ".J ';.,� '1 ice_ ` .•. �►' 44�+-' 7L1.+Ne��. •����r��������� k•., 11/6 " -3 WASHED DRAIN ROCK V V V V V V V V 15' MIN. WHERE CRAWL SPACE FLOOR IS LOWER THAN OVER FLOW. 10' MIN SIDE VIEW DRYWELL DETAIL NOT TO SCALE BOTTOM TRENCH IN NATIVE S VARIES: 12" MIN. J rC.r� VIUU aIUC�tu.. V WIDTH VARIES 1/2" R. (TYP.) 2% 2% MAX. �t ,,V/ V :".,, .. , ° • ° • ° ■ ° • 0 ■ ° ■ ° • ° • 0'0'0'x 'CI '0 :00. •■ III .. ww . ww ... n ww . ww . ww aw.. ww . r. w ■ 4" PERFORATED CPEP WITH 6" MIN DEPTH CLEAN ROCK UNDER PIPE TO POSITIVE GRAVITY OUTLET PERVIOUS SIDEWALK CONSTRUCTION NOTES: 1. THE LOGITUDINAL SLOPE OF THE SIDEWALK SHALL BE 0.50% MIN /5.00% MAX. 2. ALL SUBGRADE MATERIALS SHALL BE WELL GRADED AND WASHED TO CONTAIN LESS THAN 5% FINES AND COMPACTED TO 95% MAX. DENSITY. 3. DO NOT COMPACT SIDEWALK SUB —BASE. IF SUBGRADE SOILS BECOME COMPACTED: PLOWING AND AMENDMENT WITH MEDIUM SAND MAY BE REQUIRED. SUB —BASE INSPECTION REQUIRED PRIOR TO INSTALLING FILTER FABRIC AND FILL MATERIALS. 4. THE PERVIOUS SIDEWALK SURFACE MUST BE ADQUATELY PERMEABLE SUCH THAT FIVE GALLONS OF WATER POURED ON THE SURFACE MUST RUN THROUGH WITHIN TWO MINUTES. 5. THE THICKNESS OF THE CONCRETE MUST BE 4" MIN. EXCEPT WHERE SUBJECT TO VEHICULAR TRAFFIC THE THICKNESS MUST BE INCREASE TO 5" MIN. 6. A TYPICAL PERVIOUS CONCRETE MIX IS AS FOLLOWS: CEMENTOTITIOUS MATERIAL: 450 -700 LB /CY WATER /CEMENT RATION: 0.3 -0.4 COARSE AGGREGATE: 2400 -2600 LB /CY ADD WATER REDUCING ADMIXTURE ADD RETARDING ADMIXTURE SLUMP 3/4" COMPRESSIVE STRENGTH: 2500 PSI (MIX MUST BE MODIFIED BY MANUFACTURER TO FOR OPTIMIZE PERFORMANCE WITH LOCAL MATERIALS.) 7. PERVIOUS CONCRETE MUST CURE FOR 7 DAYS WITH NO TRAFFIC AND COVER WITH 4 -6 MIL PLASTIC SHEETING. SHEET MUST BE LAID FLAT AND UNIFORM TO AVOID DISCOLLORATION OF CONCRETE. 2X FINISH GRADE 290 MIN. SLOPE 4" PERF PIPE 12" MIN COVER 5' MIN. TO PROPERTY LINE OR STRUCTURES 116 " -3" WASHE D DRAIN ROCK imari.4•4„10%.*:_wordpiaftsorert 4' MIN FILTER FABRIC LINER ON SIDES AND TOP OF DRYWELL BOTTOM DRYWELL AT ELEV: 109.60 12" MIN DEPTH BETWEEN BOTTOM TRENCH AND WATER TABLE OR RESTRICTIVE LAYER END VIEW PERVIOUS CEMENT CONCRETE OR PERVIOUS PAVERS 4" MIN. THICKNESS CONCRETE (5 "MIN. WHERE SUBJECT TO VEHICLE TRAFFIC) 12" MIN. COMPACTED DEPTH 5/8" CLEAN CRUSHED ROCK GEOTEXTILE FABRIC: MARAFI 140NC (OR EQUAL) NATIVE SOILS IN ORIGINAL CONDITION (NOT COMPACTED) PRIVATE PERVIOUS SIDEWALK DETAIL NOT TO SCALE PROPERTY UTILITY TRENCH IF (NECESSARY) BACKFILLED WITH WASHED PEA GRAVEL OR COARSE SAND 4" PERFORATED CPEP WITH 2" MIN DEPTH WASHED ROCK UNDER PIPE — REVIEWED FOR :ODE COMPLIANCE APPROVED il M,1 1U tuii City Of Tukwila BUILDIN( nnticiflnl DRIVEWAY CONSTRUCTION NOTES: 1. THE LOGITUDINAL SLOPE OF THE DRIVEWAY SHALL BE 0.50% MIN / 5.00% MAX. 2. ALL SUBGRADE MATERIALS SHALL BE WELL GRADED AND WASHED TO CONTAIN LESS THAN 5% FINES AND COMPACTED TO 95% MAX. DENSITY. 3. DO NOT COMPACT ROAD SUB —BASE. IF SUBGRADE SOILS BECOME COMPACTED: PLOWING AND AMENDMENT WITH MEDIUM SAND MAY BE REQUIRED. SUB —BASE INSPECTION REQUIRED PRIOR TO INSTALLING FILTER FABRIC AND FILL MATERIALS. 4, THE POROUS ASPHALT SURFACE MUST BE ADQUATELY PERMEABLE SUCH THAT FIVE GALLONS OF WATER POURED ON THE SURFACE MUST RUN THROUGH WITHIN ONE MINUTE. 5. TYPICAL POROUS ASPHALT MIX: 1/2" SIEVE 100% PASSING 3/8" SIEVE 95% PASSING #4 SIEVE 35% PASSING #8 SIEVE 15% PASSING #16 SIEVE 10% PASSING #30 SIEVE 2% PASSING PERCENT BITUMINOUS 5.75 -6.00% BY WEIGHT (MIX MUST BE MODIFIED BY MANUFACTURER TO FOR OPTIMIZE PERFORMANCE WITH LOCAL MATERIALS.) BOTTOM TRENCH IN NATIVE SAND 2" MIN. COMPACTED DEPTH "POROUS" ASPHALT CONCRETE PER DESIGN MIX OR APPROVED EQUAL 2" MIN. COMPACTED DEPTH 5/8" CLEAN CRUSHED ROCK 12" MIN. COMPACTED DEPTH 1W' CLEAN CRUSHED ROCK 6" MIN /12 "MAX DEPTH 1A" WASHED PEA ROCK GEOTEXTILE FABRIC: MARAFI 600X (OR EQUAL) NATIVE SOILS IN ORIGINAL CONDITION (NOT COMPACTED) PRIVATE DRNEWAY WITH POROUS PAVEMENT RESIDENCE FINISHED RESIDENCE FLOOR FINISHED CRAWLSPACE FLOOR OVE • • F RF. P P NOT TO SCALE 12" MIN. THICKNESS FREE DRAINING GRANULAR BACKRLL EXTENDED TO 12" BELOW FINAL GRADE SLOPE FINAL GRADE AT 1/2" PER FT. MIN. 6' MIN. AWAY FROM BUILDING 4" PERF. FOOTING DRAIN TO POSITIVE OUTFLOW, S =0.5% 4" SOLID DRAIN PIPE SLOPING 2.0% MIN. -•.. �i— :,,;, 4" WNSPOUT DR PIPE SLOPING 2.0% MIN. SOLID 4" PVCDO, 5 -2.0� USE 6" PVC MIN AIN FOR ROOFS GREATER THAN 2000 SO_ ROOF AND FOOTING DRAIN PIPES MAY BE CONNECTED AT 5' MINIMUM SETBACK TO BUILDING FOOTING AND AT LEAST 6 INCHES LOWER THAN FOOTING DRAINS AND CRAWLSPACE FLOOR EXTEND DRAIN PIPE TO DISCHARGE INTO STORM DRAINAGE SYSTEM IN CITY STREET (MATCH PIPE CROWNS TYP) FT CRAWLSPACE /FOOTING DRAIN DETAIL NOT TO SCALE 3oq NOV 15 2010 NO. DATE REVISION ALLIANT ENGINEERING Sc LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 (425) 485 -1083 APPUCANT: DOAK HOMES, INC. 11812 — 26TH AVENUE SW BURIEN, WA 98146 (206) 246 -6587 INDIVIDUAL LOT DRAINAGE DETAILS DOAK'S VILLAGE GREEN TAX PARCEL NO. 0179001866 TUKWILA PERMIT N0. DATE 8/06 /2008 AELS PROJECT NO. 04028 SHEET 6 0F7 FINISHED GROUND LINE METER INSTALLED BY CITY TO MAIN 24" GRAVEL 3/4" OR 1" PARTS LIST: TYPE K COPPER 1 - 1" COUPLINGS MUELLER 110 X ANGLE STOP - BALL 1 - 1" OR 3/4" CORP STOP - BALL 1 - TAILPIECE WITH FEMALE IRON PIPE THREAD NOTES: TO SERVICE - TYPE K COPPER PIPE - PVC - POLY ETHYLENE 1. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE. 2. USE CLEAN 5/8" MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE. 3. REFER TO CHAPTER 7 OF THESE STANDARDS. NOT TO SCALE City of Tukwila METER 3/4" OR 1" SHEET: WS -01 REVISION #1: 08.03 APPROVAL: B. SHELTON i 3' MIN. OR 3 TIMES DIA. OF THE TAP, WHICHEVER IS GREATER PLAN VIEW CONCRETE THRUST BLOCK CAST IRON TAPPING TEE SIZE ON SIZE TAP ELEVATION VIEW NOTES: 1. USE FOR TAPS ON CEMENT LINED DUCTILE PIPE. 2. PRE -TEST ASSEMBLY BEFORE DRILLING. 3. REFER TO CHAPTER 7 OF THESE STANDARDS. 4. REFER TO WS -13 & WS -14. RESILIENT SEAT GATE VALVE NOT TO SCALE City of Tukwila WATER MAIN TAPPING TEE SHEET: WS-10 REVISION #1: 08.03 APPROVAL: B. SHELTON 5" STORTZ 18" SIDEWALK ♦ CURB AND GUTTER FINISHED PAVEMENT SEE VALVE BOX DETAIL (WS -06) MATCH MAIN DEPTH PROVIDE THRUST BLOCK MIN 3 AND MAX 50' 6" RESILIANT WEDGE GATE VALVE CAST IRON TEE (CEMENT LINED) -MJ X MJ X FL MECHANICAL JOINT MIN. 1 YARD DRAIN HOCK CONCRETE BLCCKING DIM. 1'X1'X3" UNDISTURBED SOIL NOTES: 1. REFER TO CHAPTER 7 OF THESE STANDARDS. 6" DIA. DUCTILE IRON PIPE 2 -3/4" ASPHALT COATED STEEL SHACKLE RODS FLANGE JOINT SEE WS -12A AND WS -12B UNDISTURBED SOIL 2. HYDRANTS EQUAL TO MUELLER 4A-423 OR CLOW MEDALLION #F -2545, M & H 929. 3. HYDRANTS SHALL BE EQUIPPED WITH TWO 2 -1/2" N.S.T. HOSE PORTS AND ONE 5" STORTZ PUMPER DISCHARGE PORT AND SHALL HAVE A 1 -1/4" PENTAGON OPEN LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 5 -1/4" MAIN VALVE OPENING, AND SHALL HAVE 18" ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT. 4. HYDRANTS SHALL CONFORM TO A.W.WA. SPECIFICATIONS C 502 -54: SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND LINE OR STEM; SHALL HAVE A SELF - OILING DRY BONNET WITH FACTORY FILLED RESERVOIR HOLDING APPROXIMATELY 8 OUNCES OF OIL. OIL RESERVOIR SHALL BE SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION OF STEMS EACH TIME THE HYDRANT 1S OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. 5. SHACKLE RODS SHALL BE ASPHALT - COATED STEEL OR CORTEN STEEL. 6. GREEN BONNETS SHALL BE FARWEST FOREST GREEN {#3523). 7. PRIVATE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF RUST OLEUM #659 YELLOWGLOSS OR FARWEST CASE YELLOW (# X- 3472). 8. WHERE NO CURB AND GUTTER IS INSTALLED. FIRE HYDRANT SHALL BE LOCATED CLOSE TO THE PROPERTY LINE AND INSIDE THE RIGHT OF WAY OR EASEMENT. INSTALL BOLLARD GUARD POST PER WS -14. 9, HYDRANTS INSTALLED, RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OF A PROJECT SHALL BE FRESHLY PAINTED. 10. HYDRANT SHALL NOT BE CLOSER THAN 4' TO ANY FIXED OBJECT, WITH THE EXCEPTION OF HYDRANT GUARD POSTS, PER TMC 14.24.03. NOT TO SCALE City of Tukwila FIRE HYDRANT ASSEMBLY AND SETTING SHEET: WS -13 REVISION #1: 08.03 LAST REVISION: 08.04 APPROVAL: B. SHELTON ROCK WALL, PLANTINGS, OR OTHER SURFACE 0 BSTRUCTIONS PLAN 4' MIN. MIN. AREA OF LEVEL GROUND SURFACE FIRE HYDRANT PER WS -13 lin Q POST 2-1/2' GUAR NOTES: GUARD POST ELEVATION 1. GUARD POST SHALL BE EITHER CONCRETE FILLED STEEL PIPE (MIN. 4" DIA.) OR CONCRETE POST (MIN. 8" DIA.). 2. POSTS SHALL BEAT LEAST 3 FEET FROM THE CENTER OF THE HYDRANT AND SHALL NOT BE IN DIRECT LINE WITH ANY DISCHARGE PORTS. 3. POSTS SHALL BE 6 FEET LONG; 3 -112 FEET SHALL BE BURIED. 4. PAINTED FINISH SHALL BE FARWEST CASE YELLOW #3472. NOT TO SCALE City of Tukwila FIRE HYDRANT GUARD POST SHEET: WS -14 REVISION #1: 08.03 APPROVAL: B. SHELTON PAVEMENT PATCHING (SEE RS -03) NOTE: TOP OF TRENCH 1.3 X 'DEPTH' (MAX. WIDTH) BACKFILL MIN. 3' & MAX. 6' BEDDING 12" MIN. PIPE OUTER DIA. 4" MIN. OU f R DIA. + 24" (MAX. WID H) BOTTOM OF TRENCH 1. ALL BACKFILL SHALL BE 5/8" CRUSHED ROCK COMPACTED TO 90 % MODIFIED PROCTOR PTIMUM DENSITY. 2. REFER TO RS -03 FOR PAVEMENT PATCHING. 3. PAVED AREAS: BACKFILL WITH CRUSHED ROCK. 4. UNPAVED AR EAS: BACKFILL WITH NATIVE MATERIAL OR CRUSHED ROCK. NOT TO SCALE City of Tukwila TRENCH BEDDING AND BACKFILL SHEET: WS -18 REVISION #1: 08.03 APPROVAL: B. SHELTON 1 PROPERTY LINE 150' MAX. PLUGGED CLEAN OUT (TOTAL 90° REQUIRES CLEAN OUT) ■10■ � LONG SWEEP BEND PLUGGED CLEAN OUT (WYE) ADDRESS 4" MIN. SEWER PIPE L.\ EXISTING SEPTIC} SOIL PIPE ADAPTER w z rr INSPECTION TEE AT CITY RAN LINE CLEAN OUT 6" PLUG 6 "x6 "x4 "WYE .76" SEWER PIPE NOTES: SADDLE AT EXISTING MAIN STREET SEWER MAIN CITY RAN LINE 1. MATERIALS AND INSTALLATION CHAPTER 8 OF THESE STANDARDS. 2. DECOMMISSION SEPTIC TANK PER CHAPTER 8 OF THESE STANDARDS AND KING COUNTY HEALTH DEPARTMENT. 3. WATER AND SEWER LINE SEPARATION 10' HORIZ ONTALLY. IF WATER AND SEWER LINES CROSS, SEWER SHALL BE AT LEAST 18" BELOW THE WATER LINE. NOT TO SCALE City of Tukwila SANITARY SIDE SEWER RESIDENTIAL SHEET: SS -02 REVISION #1: 08.03 APPROVAL: B. SHELTON i LABELED C.O. -1/8" RAISE -1/2" WIDE BORDER PLAN VIEW 10" 9" 8 -3/4" 518" /A IL 7 -3/4" 8" 15" ELEVATION CAST IRON RING AND COVER 2 -7/8" 4" 2' FINISHIGRADE L 12" DIA. PLUG 4 3/4" FIBRE JOINT PACKING 45° BEND Id/ I11 1I111I -III -I EARTH A SIDE SEWER % A\ aJ NOT TO SCALE City of Tukwila SANITARY SIDE SEWER CLEAN -OUT SHEET: SS -03 REVISION #1: 08.03 APPROVAL: B. SHELTON REVIEWED FOR E COMPLIANCE APPROVED Iv 1L t 1 u J I City of Tukwila BUILDING OIvISIfii NOTES: 1. 36" ACCESS OPENING REQUIRED WHEN INVERT ELEVATION TO RIM IS LESS THAN 4'. 2. MAX. PIPE DIAMETER MAY BE LIMITED BY PIPE CONFIGURATION. 3. RUBBER GASKET AND GROUT ALL JOINTS. 4. SEE SS -08 FOR ACCESS AND CHANNELIZATION. 5. SEE SS -13 FOR STEP DETAIL. 6. SEE SS -11 FOR CASTING. 7. INSTALL PER CHAPTER 8 OF THESE STANDARDS. 8' MAX. L 6" MIN. 12" MIN. & 24" MAX. I_ • MEE o P 54" O IStailiElegen onvoimirdrifirovarena PRECAST BASE 54" MANHOLE 8' MAX. 6 " MIN 17' MIN. &24 "MAX. 20- . . -- -+r NOSSOMI 48" CASTING ADJUSTMENT SECTION STEP 54" TOP SLAB COVER L---- CI-IANNELIZATION PRECAST BASE 48" MANHOLE MAX. PIPE DIAMETER 36" CASTING ADJUSTMENT SECTION STEP 48" TOP SLAB COVER �---- CHA NNE LIZATION MAX. PIPE DIAMETER 21" NOT TO SCALE 1908 City of Tukwila MANHOLE 48" AND 54" (SHALLOW) SHEET: SS -05 REVISION #1: 08.03 N0. DATE REVISION ALLIANT ENGINEERING & LAND SURVEYING, INC. P.O. BOX 2596 IPOODINVILLE, WA 98072 (425) 485 -1083 APPLICANT: DOAK HOMES, INC. 11812 - 26TH AVENUE SW BURIEN, WA 98146 (206) 246 -6587 APPROVAL: B. S ELTON DETAILS & STANDARD PLANS DOAK'S VILLAGE GREEN TAX PARCEL NO. 0179001855 NOV 15 2010 MIT ':;ENT TUKWILA PERMIT N0. DATE 8/06/2008 AELS PROJECT NO. 04028 SHEET 70F8 NOTES: WHITE REFLECTIVE TAPE (TYP) • FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN FOR NIGHT -TIME USE. SCALE: 1 inch = 50 ft 111111 1 1 1 1 0 25 50 75 100 125 PORTION OF NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. • DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. • FLAGGERS REQUIRED TO CONTROL TRAFFIC WHENEVER THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT. • SIGNS SIZE PER MUTCD. CONE AT 25' MAX. SPACING NOTE: MAINTAIN ONE LANE OPEN AT ALL TIMES. ORANGE (TYP) ORANGE TYP HIGH RISE WARNING TRAFFIC CONTROL DURING WORK IN TRAVELED ROADWAY NOT TO SCALE TEMPORARY CONSTRUCTION SIGN "ROAD WORK AHEAD" MUTCD W20 -1 MAINTAIN ONE 10' LANE OPEN AT ALL TIMES ON 51ST PLACE S. MAINTAIN TWO 10' LANES OPEN AT ALL TIMES TL. FIE HYDRANT .QKN MA.( q1 S. FLANGE MOLT DEV: 111.10 INSTALL DO NOT ENTER SIGN PER MUTCD R5 -1 AND ONE WAY SIGN PER MUTCD R6 -1 10' BACK OF 51ST PL TRAVELED LANE (7' CLEARANCE - BOTTOM OF SIGN TO FINAL GRADE) WORK AREA TRUCK WITH FLASHING OR WITH BEACON INSTALL ONE AY (SIGN PER MUTCD IR 6 -1 --1 1 ' BACK OF TRAVELED -LANE (7' CLEA ANC - SIGN TO FINAL GRADE) FLUis 1I�LUI U���■1 ��� ■■ i1ll�rSYi �1�"dg9i�E�F RK AREA WORK AREA TRAFFIC CONES AT 25' MAX. O.C. TEMPORARY CONSTRUCTION SIGN "ROAD WORK AHEAD" MUTCD W20•1 TAPER LENGTH 100' - — s —s City of Tukwila BUILDINP STOP SIGN PER MUTCD R1 -1, SEC. 2B.04 OF TRAVELED LANE ON 44TH AVE. S. RAKE - BOTTOM OF SIGN TO FINAL GRADE) (MUTCD W20 -4) S. 124th Street (MUTCD W20 -1A) SCALE: 1 " =50' ALLIANT ENGINEERING & LAND SURVEYING, INC. NO. DATE REVISION P.O. BOX 2596 WOODINVILLE, WA 98072 (425) 485 -1083 APPUCANT: DOAK HOMES, INC. 11812 - 26TH AVENUE SW BURIEN, WA 98146 (206) 246 -6587 TRAFFIC CONTROL & SIGN PLAN DOAK'S VILLAGE GREEN TAX PARCEL NO. 0/19001855 TUKWILA PERMIT N0. DATE 8/06/2008 AELS PROJECT NO. 04028 SHEET 8 OF 8