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HomeMy WebLinkAboutPlanning 2017-04-27 Item 4 - Tukwila School District Transportation Building - Attachment A: Site PlansTUKWILA PUBLIC SCHOOLS AUXILIARY PROJECTS PACKAGE #1 TRANSPORTATION BUILDING ABBREVIATIONS AFF APPROX ARCH BLDG BLKG BO CJ CL CLR COL CONC CONT D DEMO DTL DIA DIM DN DS DWG E (E), EXIST EJ EL ELEC EQ EQUIP FCIO FIN FO FOIC FT GA GALV GWB GYP BD H HORIZ HR HT HVAC ID INSUL L ABOVE FINISHED FLOOR APPROXIMATE ARCHITECTURAL BUILDING BLOCKING BOTTOM OF CONTROL JOINT CENTERLINE CLEAR COLUMN CONCRETE CONTINUOUS, CONTINUE DEEP, DEPTH DEMOLISH, DEMOLITION DETAIL DIAMETER DIMENSION DOWN DOWNSPOUT DRAWING EAST EXISTING EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL EQUAL EQUIPMENT FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FINISH, FINISHED FACE OF FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FOOT, FEET GAGE, GAUGE GALVANIZED GYPSUM WALL BOARD GYPSUM BOARD HIGH HORIZONTAL HOUR HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING INSIDE DIAMETER INSULATE, INSULATION LONG REFERENCE SYMBOLS BUILDING SECTION INDICATOR AX.XX SECTION INDICATOR AX.XX SECTION DETAIL INDICATOR 1 - - -∎ ENLARGED DETAIL INDICATOR COLUMN GRIDLINE INDICATOR x.x FLAGNOTE DRAWING REVISION INDICATOR MAX MECH MEZZ MFR MIN MISC MTL N NIC NO NTS OC OH OD OPNG OPP ORD PERP PLYWD PL PR PT R RD REINF REQD REV RM RO S SHT SHTHG SIM SPEC SQ SS STL STOR STRUCT SUSP T &G TO TYP UON VERT W/ W/O WD MAXIMUM MECHANICAL MEZZANINE MANUFACTURE, MANUFACTURE MINIMUM, MINUTE MISCELLANEOUS METAL NORTH NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN PERPENDICULAR PLYWOOD PROPERTY LINE PAIR PAINT, POINT, PRESSURE TREATED RADIUS, RISER ROOF DRAIN, ROAD REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOM ROUGH OPENING SOUTH SHEET SHEATHING SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TONGUE AND GROOVE TOP OF TYPICAL UNLESS OTHERWISE NOTED VERTICAL WEST, WIDE WITH WITHOUT WOOD XX-XX" XXXXXXX ELEVATION INDICATOR MATCH LINE SEE SHEET AX.XX MATCHLINE INDICATOR GENERAL NOTES 1 NOTHING IN THE DRAWINGS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE CODES. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, REGULATIONS, RESTRICTIONS, REQUIREMENTS, AND CODES OF THE GOVERNING JURISDICTIONS. 2. THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK. CONTRACTORS SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS ON THE PROJECT AND ALERT THE ARCHITECT TO ANY CONFLICTS BEFORE BEGINNING WORK. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITH DRAWINGS. 4. CONTRACTOR TO VERIFY ALL DIMENSIONS, PROPERTY LINES, MEASUREMENTS AND CONDITIONS IN THE FIELD BEFORE BEGINNING WORK. ANY DISCREPANCIES, ERRORS OR OMISSIONS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 5. TYPICAL WALL SECTIONS, FINISHES, AND DETAILS ARE NOT INDICATED EVERYWHERE THEY OCCUR ON PLANS, ELEVATIONS, AND SECTIONS. REFER TO DETAILED DRAWINGS. 6. DETAILED AND /OR LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS. 7. GENERALLY PLAN DIMENSIONS SHOWN ARE TO FINISH OPENING, FACE OF CONCRETE, FACE OF STUD AND FINISH FACE OF WALL, UNLESS NOTED OTHERWISE. 8. UNLESS OTHERWISE NOTED, ALL ANGLES TO BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL ARE TO BE PARALLEL, AND ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES TRUE, LEVEL, PLUMB, AND SQUARE. 9. CONTRACTOR TO COMPLY WITH CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL AND ELECTRICAL NOTES. 10. MECHANICAL AND ELECTRICAL SUBCONTRACTORS SHALL OBTAIN ALL REQUIRED PERMITS. 11. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR THE EQUIPMENT. 12. ALL ATTACHMENTS, CONNECTIONS, AND FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLY SECURED IN CONFORMANCE WITH THE BEST PRACTICES OF THE BUILDING INDUSTRY. DRAWINGS SHOW ONLY SPECIAL REQUIREMENTS TO ASSIST THE CONTRACTOR AND DO NOT SHOW EVERY DETAIL. 13. CAULKING AND SEALANTS. USE PRIMERS AS REQUIRED BY MANUFACTURER. BACKING RODS OR TAPE AS RECOMMENDED BY MANUFACTURER AND PER SPECIFICATIONS. 14. VAPOR BARRIERS. CONTINUOUS AND APPROVED VAPOR BARRIERS SHALL BE INSTALLED ON THE HEATED SIDE OF ALL THERMAL INSULATION INSTALLED AS INDICATED. SEAL ALL EDGES. 15. CONTRACTOR AT BEGINNING OF WORK TO FLUSH ALL ROOF DRAINS TO CONFIRM IN WORKING ORDER. AT CONCLUSION OF WORK CONTRACTOR TO TEST ALL ROOF DRAINS TO CONFIRM IN WORKING ORDER AND TIGHT LINES THROUGHOUT BUILDING AND PROVIDE CONFIRMATION REPORT TO OWNER. 16. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROTECT AS REQUIRED PRIOR TO COMMENCEMENT OF WORK. 17. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER, INCLUDING: SITE ACCESS, MATERIALS STORAGE, AND STAGING, INTERRUPTION OF ELECTRICAL AND MECHANICAL SERVICES AND TIMING OF NOISY AND DISRUPTIVE OPERATIONS. CONTRACTOR TO VERIFY SEQUENCE OF WORK WITH OWNER. 18. CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, EQUIPMENT AND LANDSCAPING FROM DAMAGE. CONTRACTOR TO REPLACE IN KIND ANY SUCH ITEMS DAMAGED. 19. CONTRACTOR SHALL PROTECT ALL ROOF OPENINGS FROM WATER PENETRATION DURING CONSTRUCTION. 20. CONTRACTOR SHALL MAINTAIN CURRENT RECORD DRAWINGS FOR ARCHITECT'S PERIODIC REVIEW. 21. AS BUILT DRAWINGS ARE BASED ON RECORD DRAWINGS AND MAY BE INCLUDED FOR REFERENCE AS TO THE SCOPE OF WORK ONLY. CONTRACTOR SHALL VISIT SITE PRIOR TO BID, EXAMINE EXISTING CONDITIONS AND INCLUDE ALL DEMOLITION REQUIREMENTS FOR THE SCOPE OF THE PROJECT IN THE CONTRACT SUM. NO ADDITIONAL PAYMENTS WILL BE MADE FOR FAILURE TO OBTAIN ALL REQUIRED INFORMATION AND MAKE KNOWN ANY INACCURACIES. 22. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS THAT ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS USED ON THIS PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 23. INTERIOR PARTITION TYPES ARE GENERALLY KEYED ON ARCHITECTURAL FLOOR PLANS. SEE PARTITION TYPE FOR DESCRIPTIONS. THE FINISH SCHEDULE AUGMENTS THE PARTITION TYPE DESCRIPTION WITH INFORMATION REGARDING MATERIALS AND FINISHES. 24. GENERALLY, THE EXISTING ELEMENTS ARE SHOWN WITH LIGHT SCREENED LINES, WHILE NEW OR DEMOLISHED ELEMENTS REQUIRED BY THE PROJECT ARE SHOWN WITH DARK LINES. 25. ALL DOOR NUMBERS APPEAR ON THE PLANS EXCEPT WHERE ENLARGED PLANS ARE INDICATED. RELITES ARE NOT SCHEDULED UNLESS THEY ARE ADJACENT TO A DOOR. INDEPENDENT RELITES ARE SHOWN ON INTERIOR ELEVATIONS AND DETAIL KEYS ARE INDICATED THERE. NOTE THAT HOLLOW METAL DOOR SECTIONS ALSO OCCUR AT CERTAIN EXTERIOR ELEVATIONS. 26. MATERIAL FINISH CODES WHICH IDENTIFY MATERIAL AND FINISHES THROUGHOUT THE DRAWINGS ARE LISTED ON THE FINISH SCHEDULES. THE SPECIFICATIONS SECTIONS WHICH DEFINE THE MATERIALS ARE REFERENCED. FINISH SCHEDULE INDICATES THE VARIOUS FLOOR, WALL AND CEILING FINISHES IN THE INDIVIDUAL ROOMS INDICATED. REFER TO THE FINISH SCHEDULE NOTES FOR GENERAL FINISH INFORMATION AND WORK. 27. DEFINITIONS OF FINISH CEILINGS ARE SHOWN ON THE REFLECTED CEILING PLAN. MATERIAL, DIMENSIONS OF ELEMENTS WITHIN CEILING, AND SPOT ELEVATIONS OF VARIOUS CEILING PLANES ARE SHOWN. LAYOUTS OF LIGHT FIXTURES, MECHANICAL DIFFUSERS, ETC. IN ROOMS WITHOUT CEILINGS ARE SHOWN FOR DESIGN CLARITY ON REFLECTED CEILING PLANS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR RESPECTIVE LAYOUTS, COORDINATE AS REQUIRED. 28. ROOFING TYPES ARE INDICATED ON THE ROOF LEVEL PLAN AT WHICH THEY OCCUR. THE MATERIAL FINISH CODE (RT) DESIGNATES ROOF TYPE DESCRIPTION. PROVIDE THERMAL ROOF INSULATION AS INDICATED BY ROOFING CODES. LOCATION MAP SCALE: N.T.S. N PROJECT DATA INFORMATION PROJECT DESCRIPTION: NEW ONE STORY TRANSPORTATION SUPPORT BUILDING LOCATED ON THE SW CORNER OF SITE AT EXISTING IMPERVIOUS SURFACE. ADJUSTMENT OF BUS PARKING AND STAFF PARKING. LANDSCAPE MODIFICATION AROUND EXISTING SITE PERIMETER. SITE ADDRESS: 12801 E. MARGINAL WAY SOUTH TUKWILA, WA 98168 PARKING LOT AT CORNER OF SOUTH 128TH STREET AND EAST MARGINAL WAY. A PORTION OF NE 1/4 OF THE NW 1/4 OF SEC.15, TWN. 23 N., RGE.04 E. W.M. CITY OF TUKWILA, KING COUNTY WASHINGTON. ASSESSOR'S PARCEL NO: 238420 -0010 LEGAL DESCRIPTION: LOT B OF CITY OF TUKWILA SHORT PLAT NO 90 -4 -SS RECORDING NO 9101140403, RECORDS OF KING COUNTY WASHINGTON. JURIDICTION: CITY OF TUKWILA APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL PLUMBING CODE AND ALL RELATED STANDARDS AND STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE ZONING DESIGNATION: NCC CONSTRUCTION TYPE: V -B OCCUPANCY TYPE: A -2, B, S -1 LOT AREA: 1.41 ACRES / 61440 SF PROPOSED TOTAL FLOOR AREA: 2,530 SF MAX BUILDING HEIGHT: 35' -0" PROJECT TEAM OWNER TUKWILA SCHOOL DISTRICT 4640 S 144TH STREET TUKWILA, WA 98168 CONTACT: JEFF FEENEY, PROJECT MANAGER TEL: (206) 979 - 9370 FAX: N/A ARCHITECT ROLLUDA ARCHITECTS 105 S MAIN ST, SUITE 323 SEATTLE WA, 98104 CONTACT: ALEXANDER CLARK, AIA ALEX .CLARK @ROLLUDAARCHITECTS.COM TEL: (206) 624 -4222 FAX: (206) 624 -4226 CIVIL AHBL, INC 1200 6TH AVENUE, SUITE 1620 SEATTLE WA, 98101 CONTACT: CHARLIE PALMER, DOUG TAFF CPALMER @AHBL.COM TEL: (206) 267 -2425 FAX: (206) 267 -2429 MECHANICAL TRESWEST ENGINEERS 2702 S 42ND ST #301, TACOMA, WA 98409 CONTACT: REID HERRON RSH @TRESWEST.COM TEL: (253) 472 -3300 FAX: (253) 363 -9402 ELECTRICAL TRESWEST ENGINEERS 2702 S 42ND ST #301, TACOMA, WA 98409 CONTACT: SCOTT FELTON SKF @TRESWEST.COM TEL: (253) 472 -3300 FAX: (253) 363 -9402 STRUCTURAL REID MIDDLETON 728 134TH ST SW, SUITE 200, EVERETT, WA 98204 CONTACT: PAUL CROCKER PCROCKER @REIDMIDDLETON.COM TEL: (425) 741.3800 FAX: (425) 741.3900 LANDSCAPE AHBL, INC 1200 6TH AVENUE, SUITE 1620 SEATTLE WA, 98101 CONTACT: MEREDITH SESSIONS MSESSIONS @AHBL.COM TEL: (206) 267 -2425 FAX: (206) 267 -2429 DRAWING INDEX - TRANSPORTATION BUILDING SITE GENERAL TG0.01 COVER SHEET T1 TOPOGRAPHIC SURVEY CIVIL TC3.0 CIVIL SITE PLAN ARCHITECTURAL TA1.01 TA2.01 TA2.02 TA3.01 TA4.01 SITE PLAN PROPOSED FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS BUILDING SECTIONS LANDSCAPE TL1.0 PLANTING PLAN TL2.0 TL2.1 TL3.0 LANDSCAPE DETAILS IRRIGATION DETAILS IRRIGATION PLAN ELECTRICAL LTG.01 SITE LIGHTING CALCULATION n 2 m E-1 z CUP UPDATES rolluda architects architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 6250 1 REGISTERED AR T Alex E. Rolluda STATE OF WASHINGTON w � JU Z O <0< O - D U1- mY U) U Z U w FO _I O 1 D 1 0_ 0 g • Q0- @ zQ Q w < 1 w z 0 H U H J co CO CD 0 N- 2 U CT) rn Q 6 CO a) -Qo DcoDw I- I- I- REVISION DATE Design: AC Drawn: JL, JC Checked: AC Project No. 331 -16 -01 Issuance CUP UPDATES Date: 4/10/2017 Drawing Title COVER SHEET Drawing Number TG0.01 COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC G0.01 COVER.DWG -S SSMH 1510 RIM =44.78 8" PVC N -E -W CENTER CHANNEL =33.38 6" PVC S IE =34.80 LADDER S S TUKWILA SCHOOL DISTRICT NEW BUS BARN A PORTION OF THE NE 7/4 OF THE NW 7/4 OF SEC. 75, TWN. 23 N., RGE. 04 E. WM. cI TY OF TUKWILA, KING COUNTY, WA SHING TON. STCB 12" 12" LEGAL DESCRIPTION LOT B OF CITY OF TUKWILA SHORT PLAT NO 90 -4 -SS RECORDING NO 9101140403, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. BASIS OF BEARING NAD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. UTILITY NOTES 1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FIELD LOCATED VISIBLE EVIDENCE. THERE MAY BE UTIUTIES THAT EXIST ON THIS SITE OTHER THAN THOSE GRAPHICALLY DEPICTED HEREON. 2. UNDERGROUND (BURIED) UTIUTIES SHOWN HEREON ARE BASED ON COMBINATIONS OF VISIBLE SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS). ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND, IN SOME CASES, ARE SHOWN AS STRAIGHT UNES BETWEEN FIELD LOCATED SURFACE UTILITY FACILITIES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR CONNECTIONS WHICH ARE NOT SHOWN. 3. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTIUTY DESIGN DRAWINGS) ARE DEEMED REUABLE, AHBL, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF SAID DATA. 4. CALL 1- 800 - 424 -5555 BEFORE ANY CONSTRUCTION. RELIANCE NOTE THIS SURVEY WAS PREPARED AT THE REQUEST OF JEFF FEENEY FOR THE SOLE AND EXCLUSIVE USE OF KMB DESIGN GROUPS, INC AND THE TUKWILA SCHOOL DISTRICT. RIGHTS TO RELY UPON AND, OR USE THIS SURVEY DO NOT EXTEND TO ANY OTHER PARTY EXCEPT THROUGH EXPRESS RECERTIFICATION BY THE PROFESSIONAL LAND SURVEYOR WHOSE STAMP AND SIGNATURE APPEAR HEREON. EQUIPMENT USED 3" TOTAL STATION UTILIZING STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. SURVEYOR'S CERTIFICATE I, DAVID C. FOLLANSBEE, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF WASHINGTON, HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN NOVEMBER 2016, AT THE REQUEST OF KMB DESIGN GROUPS, INC. FOR TUKWILA SCHOOL DISTRICT. DAVID C. FOLLANSBEE, PLS 45161 DATE STCB 1509 RIM =38.13 12" PVC NE IE =35.18 AHBL #104 NAIL AND WASHER N:181664.6026 E:1281618.5152 ELEV: 38.35 CV STMH 1500 RIM =38.88 18" PVC N IE =31.98 18" CMP S IE =35.08 12" PVC SW IE =35.08 LADDER E 0 SSMH 1508 RIM =38.87 6" PVC E -W CENTER CHANNEL =34.42 4" CONC NE IE =35.02 4" CONC SE IE =35.02 LADDER E - - - - -W S - -- - -S RIPRAP 1504 RIM= 38.70- CPP E IE =36.62 CPP S It =36.72 12" CPP IE =39.09 FOUND 1/2" REBAR AND CAP LS 21364 0.31' S OF CORNER WOOD RETAINING WALL W 5- - - - - -S 4Do WEIGHT LIMIT /J STCB 1505 RIM =43.10 18" CMP NW IE =34.70 8" CMP NE IE =40.60 18" CMP S IE =34.70 12" CAP W IE =35.00 LADDER SW STCB 1501 RIM =38.45 18" CMP N IE =35.10 12" CPP S IE =35.30 W - - -- NO PARKING 5 0 STCB 1502 RIM =39.05 12" CPP N IE =35.33 12" CPP E IE =35.38 12 CPP S IE =35.64 S - -D- CW18" - • VEGETATICN 0 0 w 0 W ®M 4'" U8" -0 1J6" -x -x \® x----x----x GATE /l STCB 1503 RIM = ,59.14 / 12" CPP N IE =35.69 ' 12" CPP W IE =35.74 A8 47 41 ►/ SOUTH 128TH STREET W W - - - - -W r N89' 17' 11"W S PATCH 5- - - - - -5 O W 1 0 F) x -x STCB 1686 RIM =41.08 12" CPP E IE =38.03 6" CPP SW IE =38.08 46 OU6" U12 "/ CHAIN LINK x A x -x -x -x - - -P S89' 17' 11"E D 42 STMH 1684 RIM= 41.35- PIPE W PLUGGED W/ CONC OVERFLOWS W AND SW TOP OF OUTLETS =36.50 BOTTOM MH =31.75 LADDER N 44 45 AHBL #106 NAIL AND WASHER N:181439.9234 E:1281670.9225 ELEV: 46.87 `- -x- X- X -x -x -x - x- x- x-- x - -x -x- 16" 50 : C8" M -A10" -- A 10" \u 010" `i 24.0° 64 ___589'17 FOUND 6 CHAIN LINK x - x- -x= -x - -x- x -X - --X- REBAR AND 6' WOOD - CAP 0.03' N OF CORNER 0 „ e-x 262.84' x ATE x x GATE =P - P 47 12" CPP !E =36.53 5----- -S - - -- FOUND 1/2" REBAR AND CAP LS 21364 AT CORNER (1_ SII 0. 111 III S III III III III w 7 l ; x- x-- x -x -xx �l U10" U12" U10" 6" -U10" U8" D \\ STCB 1685 RIM =41.23 12" CPP NE IE =37.38 12" CPP W IE =37.38 APN 238420 -0010 61,332 SF -P-- - - -T= P ===1 -- x -x So' 42' 49 "W 26.62' M12 "/10 "/6" x -x -x- 6' CHAIN LINK ' F12"-) + � C6„ X -x ED x GE VEGETATION FOUND REBAR AND CAP , 0.23'W AND 0.01' N 10' OF CORNER Curve Table CURVE # LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH 01 50.58 192.19 15'04'44" S81° 44' 49 "E 50.43 C2 79.49 543.15 8 °23'07" N3° 24' 54 "W 79.42 C3 1.13 13.00 4'59'53" N10' 06' 24 "W 1.13 U16" U12" )U6„ U6 "-J 12" CPP IE =36.61 U8" • • 1 1• .. it M 0 z , , o> M (o •gr STMH 1507 RIM =42.38 20" CONC NW IE =34.28 20" CONC SE IE =34.58 SOLID PIPE CROSSES E -W TOP OF PIPE =35.98 LADDER SE -STCB 1506 RIM =42.51 8" CMP SW IE =41.06 11 Ub' 44 1 6" 11 ID 10 O FOUND 1/2" REBAR AND CAP LS 21364 0.05'EAND 0.04' N OF CORNER X-- X -X -XX- FOUND STONE WITH X IN CASE AT 37TH AVE S AND S 130TH ST (11- 14 -16) 51 F7727777:7 NT) x -X T- 8" * z 1 94.61' 144.59' -P1 II � STOP AHEAD L 8 /1 N Pri T CENTURY LINK CABINET 589' 17' 11"E 10' C8' 6 11 1• 111 0 0 U8 "X2- FOUND 1/2" REBAR AND CAP LS 21364 0.08' E AND 0.13' N OF CORNER STCB 2140 RIM =48.17 8" CMP S IE =45.67 STCB 2139 RIM =48.81 18" CMP N IE =42.11 12" CONC E IE =45.36 18" CMP S IE =42.11 LADDER W ----------- - - - - -- SOUTH 130TH STREET c,r N86' 44 47 "E 770.63 , I► lir III Hr-- IfH 30' 45 EB FOUND 7/8" PLUD IN CONC IN CASE AT CL OF E MARGINAL WAY 0.11' W AND 1.27' S OF RECORD POSITION (11- 14 -16) _-STCB 2141 RIM =44.76 8" CMP SW IE =42.51 th o z 5(6 1 0 CD C0 HP - STCB 2142 18 " CMP N 8" CMP NE 18 " CMP S RIM =45.44 IE =38.79 IE =42.69 IE =38.79 FOUND 3" BRASS DISK WITH X IN CASE AT E MARGINAL WAY AND S 130TH ST (11- 14 -16) 0 40 GRAPHIC SCALE 10 20 40 FEET 1 " =20 FEET LEGEND FOUND MONUMENT AS NOTED SET NAIL AND WASHER Q SET REBAR AND CAP o BOLLARD 0 SIGN AS NOTED O SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE O STORM CLEANOUT 0 STORM CATCH BASIN 0 -o- z 0 P 0 T ICI EB - - - -s - - - -W - - - -P - - - -T OHP - x -x -x -x STORM MANHOLE YARD DRAIN GAS VALVE UTILITY POWER POLE JUNCTION BOX POWER METER POWER VAULT LUMINAIRE COMMUNICATIONS MANHOLE TELEPHONE RISER TELEPHONE VAULT FIRE HYDRANT IRRIGATION CONTROL VALVE WATER METER WATER VALVE WATER VAULT C- CEDAR, P -PINE A- ALDER, CW- COTTONWOOD M- MAPLE, U- UNKNOWN STORM UNE SEWER LINE WATER UNE GAS UNE ELECTRICAL LINE COMMUNICATION LINE OVERHEAD UTILITIES FENCE ASPHALT CONCRETE B L TACOMA • SEATTLE • SPOKANE •TRI- CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: TUKWILA SCHOOL DISTRICT NEW BUS BARN Client: TUKWILA SCHOOL DISTRICT CO: KMB DESIGN GROUPS, INC 906 COLUMBIA STREET, SUITE 400 OLYMPIA, WA 98501 JEFF FEENEY Job No. 2160801.50 Issue Set & Date: MARCH 30, 2017 NOTICE ALIERA1ION OF 1HIS DOCUMENT SHALL INVAIJDAIE THE PROFESSIONAL SEAL AND SIGNATURE. PUBI.ICA1ION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR 1HE PROJECT IDENTIFIED IN 1HE 11RE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDIl10N TO 1HAT PROJECT OR FOR ANY 01HER PROJECT. A Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked by: TD DF Sheet No. T -1 1 of 1 Sheets STCB 12" 12" STCB 1509 RIM =38.13 12" PVC NE IE =35.18 AHBL #104 NAIL AND WASHER N: 181664.6026 E:1281618.5152 ELEV: 38.35 STMH 1500 RIM =38.88 18" PVC N IE =31.98 18" CMP S IE =35.08 12" PVC SW IE =35.08 LADDER E SSMH 1508 RIM =38.87 6" PVC E -W CENTER CHANNEL =34.42 4" CONC NE IE =35.02 4" CONC SE IE =35.02 LADDER E STCB 1505 RIM =43.10 18" CMP NW IE =34.70 8" CMP NE IE =40.60 18" CMP S IE =34.70 12" CAP W IE =35.00 LADDER SW i rc1r)/ -�r 1504 RIM =38.70 CPP E IE =36.62 CPP S `TE -36.72 12" CPP IE =39.09 STCB 1501 RIM =38.45 18" CMP N IE =35.10 12" CPP S IE =35.30 ---- W- �W -S- S 3'x3'x6" CONCRETE PAD FOR CONTROL GATE OPERATORS FOR EXISTING BI- PARTING GATE. SEE ARCHITECTURAL AND LANDSCAPE PLANS. w S 0 SOUTH 128TH STREET = -w- w -- - -W - - - -W -- \- 5- - - - -S N89' 17' 11"W STCB 1502 RIM =39.05 12" CPP N IE =35.33 2" CPP E IE =35.38 PP S IE =35.64 FOUND/ 1/2" REBAR AND / l CAP LS 21364/ 0.31' S OF CORNER EXISTING STORM PIPE PER PARKING LOT CONSTRUCTION DRAWINGS 14\ \ r WOOD RETAINING WALL STCB 1' 12" CP 12" CP UTILITY TRENCH FOR IRRIGATION SEE LANDSCAPE PLAN xxx GATE 03 RIM 911Q ---- N IE =35.69 W IE =35.74 S CONNECT TO EXISTING STUB AT PROPERTY LINE IE: 37.35 ± w 1 III N \ S FOUND \1 /2" REBAR AND \ CAP LS 21364 AT CORNER OU12"/ CH I I�II[LF 6" PVC @ 2.00° '1 x x -xx- N - -4C - 0 STMH 1507 RIM =42.38 20" CONC NW IE =34.28 20" CONC SE IE =34.58 SOLID PIPE CROSSES E -W TOP OF PIPE =35.98 LADDER SE ■ STCB 1506 RIM =42.51 8" CMP SW IE =41.06 S89' 17' 11"E 262.84' x I x 12" \P' „ IE 36.53 X X I1'7" X U12" c -X 3'X3'X6" CONCRETE PAD FOR CONTROL GATE OPERATORS FOR EXISTING BI- PARTING GATE. SEE ARCHITECTURAL AND LANDSCAPE PLANS. o) M 0 z 12" \\ D �y0 1 I II I/ / I / / 1 / /\ / 1 / / / EXISTING AREA DRAIN PER PARKING LOT CONSTRUCTION DRAWINGS STCB 1686 RIM =41.08 12" CPP E IE =38.03 6" CPP SW IE =38 0.8- _ SSCO #2 RIM: 43.49 IE: 39.99 6" (S) IE: 39.99 6" (NE) H 16 = PLUGGED W/ CONC ERFLOWS W AND SW P OF OUTI FTS =36.50 BOTTOM MH =31.75 LADDER N STCB 1685 RIM =41. 12" CPP NE�137. 12'__CP73 W IE =37.3 ALTERNATE #3: PROVIDE A COMPLETE ASP SEAL-COAT AT ALL/ASPHALT PAVIN AT THE PARKING LOT AND DRIVEWAY , S 21364 u5 >E AND 64' N OF CORNER 0 PAINTED PEDESTRIAN ROUTE (SEE ARCH) \ I\ RELOCATED UTILITY POLE 7 1 \/ REESTABLISH 1 - AND REFRESH r EXISTING SWALE 7 NEW PARKING STALLS WITH WHEEL STOPS NEW BUS PARKING S SSCO #1 RIM: 44.59 IE: 43.24 6" (S) IE: 43.24 6" (N) TRASH CONTAINER, SEE ARCHITECTURAL PLAN FOR DETAIL 141 I Ir I "1 J 1/11 II\ I I I Ig I III I/ I (I 1 I tFi� / :-� 1' I x NEW ADA PARKING STALL 8420 -0010 32 SF rn FOUND 7/8" PLUD IN CONC IN CASE AT CL OF E MARGINAL WAY 0.11' W AND 1.27' S OF RECORD POSITION (11- 14 -16) I 45,0 STCB 2141 RIM =44.76 8" CMP SW IE =42.51 II SAWCUT LINE n 2" DOMESTIC WATER 200 LF w 0 M co th 0 w MECHANICAL UNIT, SEE ARCHITECTURAL AND MECHANICAL PLAN FOR DETAIL Know what's below. CaII before you dig. 3 LF 6" PVC @ 4.16% SEWER CONNECTION IE: 43.36 PROPOSED BUILDING WATER AND FIRE CONNECTIONS IE: 44.37 6 WASHER 9234 ).9225 7 1 - 8 "x6" TEE 1 - 8" TO 4" REDUCER 1 - THRUST BLOCK SAWCUT LINE 69.42' _ 5 NEW PARKING 1 - 4" 90° STALLS BEND 4" FIRE SPRINKLER 90 LF DIP F F F 4" FDC SUPPLY 85 LF DIP =T =P RELOCATED UTILITY POLE AIN LI 8" DIP 80 LF 6" DIP 28 LF -T= FDC X 3.5',, F 111 1111 III III III III III III III 7 \ III 2r VAULI� E DETECTOR CK ASSEMBLY DOWNSPOUT TO DAYLIGHT TO (JM421- SPLASH BLOCK ti. L FOUND REBAR AND CAP 0.03' N OF CORNER v; • 49� ? x� DOWNSPOUT TO REESTABLISH DAYLIGHT TO AND REFRESH _ / SPLASH BLOCK EXISTING SWALE SO' 42' 49"`k, 1 26.62' -A-6" C. ------ � - - -A8 - Al v19 0 / FIRE - HYDRANT SSW TC3.3 ND dAR AND CAP , 0.23'W AND 0.01' N 0 OF CORNER CENTU 9Y 61' \_ LINIS- CABINET S89' 17' 11"E STCB 2142 RIM =45.44 18" CMP N IE =38.79 8" CMP NE IE =42.69 18" CMP S IE =38.79 PROPOSED \R6 DOMESTIC WATER \ (-) TO CONNECT INTO EXISTING WET TAP III FOUND 1/2" REBAR AND CAP LS 21364 0.08' E AND 0.13' N OF CORNER 144.59' 6' CHAIN LINK xx �x �x -max �x -k_ 1 6' WOOD COSTCO 4 STCB 2140 RIM =48.17 8" CMP S IE =45.67 STCB 2139 RIM =48.81 18" CMP N IE =42.11 12" CONC E IE =45.36 18" CMP S IE =42.11 LADDER W 0 11 WATER DISTRICT NO.125 STANDARD NOTES: 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND WD #125 SPECIFICATIONS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), EXTERIOR COATED WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10, A21.11, B16.2, B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS TO BE MUELLER. 9. CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. WD #125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND LIVE TAPS. 13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER. 18. REFER TO WD #125 CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAILS. 19. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC ARES SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -1557. ALL OTHER AREAS TO BE 90% MAXIMUM DENSITY MODIFIED PROCTOR. 23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. UTILITIES 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. 4. UTILITY TRENCHING BEDDING AND BACKFILL SHALL BE PER DETAIL 8 ON SHEET TC3.3. STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 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. CIVIL LEGEND INTERCEPTOR SWALE PROPOSED BUILDING OUTLINE _ _ 40 ••• PROPOSED WATER SERVICE. TRENCHING PER W COT STD PLAN WS -18. F s, PROPOSED FIRE SERVICE. TRENCHING PER COT STD PLAN WS -18. PROPOSED SANITARY SEWER. TRENCHING PER COT STD PLAN DS -14A AND DS -14B ASPHALT PAVEMENT VERTICAL CURB VC GRAPHIC SCALE 0 10 20 40 •.•.�_ 1 "= 20FEET rolluda architects architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 ��tiAs G..T N �O��o> W d `rE'CISTE0 mow, S /ONAL� O11/O7/2O/7 12801 EAST MARGINAL WAY SOUTH, TUKWILA, WA 98168 W z 0 H U - J 0 M rn Q 6 cn - - J CV D W I- d- H REVISION DATE Design: Drawn: Checked: Project No. Jared McDonald Jared McDonald Doug Tapp 331 -16 -01 Issuance CUP UPDATES Date: 4/10/2017 Drawing Title CIVIL SITE PLAN Drawing Number TC3.0 COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC fV O O NN EXISTING CHAIN LINK FENCE, TYPICAL EXISTING LITE POLE TO REMAIN, TYPICAL EXISTING CURB TO REMAIN, TYPICAL RECYCLE /TRASH 0 PROPERTY LINE 13' -6" SIDE YARCd I SETBACK x 33' -8 3/4" X 1 2 3 4 5 6 7 8 9 10 11 12 13 EXISTING PARKING STALLS (E) EXIT BI- PARTING GATE W/ MOTORIZED OPERATOR SOUTH 128TH STREET O xX xx- EXISTING SIDEWALK PROPERTY LINE 6' CHAIN LINK OUT it ADD TRIP WIRE 1 TO GATE EXISTING DRIVE AISLE X X- -� X NEW GATE OPERATORS PER ARCH'' - ON CONCRETE PAD PER CIVIL EXISTING BUS STALLS R C j Wig ENCLOSURE AND GATE ROOF EDGE ABOVE EXISTING CURB TO REMAIN 8' -0 "H MECH UNIT ENCLOSURE 1 ± 53' -1" z — EL 1- 1— z / N 12'- ,, (7) NEW PARKING STALLS 25 @ 8'-6 "W 24 23 22 PROPOSED BUILDING PAINT STRIPING 9' -0" 1 18' -0" 21 20 0 ADA SPACE 19 EXISTING CURB ' 1 TO BE REMOVED 1 r NEW CURB SITE PLAN 1 - (E) ENTRY BI- PARTING GATE W/ MOTORIZED OPERATOR IN NEW 5' -0" PEDESTRIAN PATHWAY 1 (PAINTED) 1 EXISTING_ DRIVE AISLE 11 BUS PARKING ± 56' -3 1/2" FIRE ACCESS 63' -2" AND TURN AROUND EXISTING BUS STALLS t Xx X x x 2 X X X, Ix - • N W ■ 0' 5' -0" SECOND FRONT SETBACK CT) 70' -4 3/4" Co O -x X X X- �iE- � -X_ X - 6' CHAIN LINK EXISTING CURB TO REMAIN, TYP U.N. —x —x —x X x x x x X 1 i RELOCATED (E) LIGHT POLE PROPERTY LINE CENTUR LINK CABINET SO UTH 1.30TH STREET 1 EAST MARGINAL WAY SOUTH EXISTING SWALE SCALE : 1" = 20' -0" A1.01 ETBCSITE PLAN PROPOSED PARKING BUS STANDARD COMPACT ADA TOTAL 18 22 2 1 43 GENERAL SITE NOTES: 1. PATCH AND REPAIR EXISTING PAVEMENT DAMAGE PRIOR TO RESURFACING ENTIRE PARKING SURFACE 2. RE- STRIPE ENTIRE PARKING SURFACE, MATCHING EXISTING LAYOUT. STRIPE NEW LAYOUT AS INDICATED. 3. SEE LANDSCAPE & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION 0 5' 10' 20' rolluda architects architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 6250 IREGISTERED AR T Alex E. Rolluda STATE OF WASHINGTON w z 0 REVISION DATE Design: Drawn: Checked: Project No. AC JL, JC AC 331 -16 -01 Issuance CUP UPDATES Date: 4/10/2017 Drawing Title SITE PLAN Drawing Number TAI.O1 COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC A1.01 TB SITE PLAN.DWG 1/7/2017 12:28 PM TA4.01 A4.01 42' -8" 17' -4 1/4" 6' -0" 16' -2 3/4" 11' -5 1/4" 5' -7 3/4" LOCKERS FOIC / BENCH LB -1 3 TA5.0 9T-1 1/4" 6' -11 1/2" 10' -4 3 /4" FB -1 MBH -1 EYEWASH STATION INSTALLED OVER SINK 0 Co MBH -1 SHOWER 110 STORAGE —Al MECH ELEC EL 48.144 M O DRIVER PREP EL 47.81 ROUTING BOXES JPOST PER STRUCTURAL STORAGE WALL - MOUNTED PUNCH -IN CLOCK TACKBOARD CPT FIRE CAB SMART PROJECTION 10 FIRE SUPPRESSION RANGE HOOD, SEE NOTE 4 MECHA ENCLC SEE J I CAL URE X1.02 9 0 �EPTI( TA5.0 1 6' -1 1/2" 2 TA4.01 1 14' -4 1/2" 6' -5 1/4" ' -4 3/4' 15' -8" 5' -1 1/2 LOBBY 12' -6 1/4" TA9.0 CONFERENCE / TRAINING BREAK ROOM SKI PR( \RT )JECTION L 48.64 ALIGN Al I EM -1 W /DRAIN RING IN BUZZER SMART - PROJECTION • OFFICE OFFICE • LANDING ■ ■ ADA ACTUATOR & CARD READER 6' -0" 5' -0 1/4" 5' -0" 5' -4 3/4" 5' -0" 5' -4 3/4" 5' -0" 4' -2 1/2" 5' -i )„ 3' -6" 5' -O" 3' -6" 5' -0" 3' -0" d1 66' -0" GENERAL PLAN NOTES 1. SEE SHEET TA9.03 FOR INTERIOR PARTITION TYPES 2. SEE SHEETS TA6.01 FOR INTERIOR FINISH SCHEDULE 3. SEE SHEET TA6.02 FOR DOOR TYPES 4. FIRE SUPPRESSION RANGE HOOD MEETING IMC SECTION 507.1.2 AND 505 FOR NO COMMERCIAL, NOT FOR PROFIT DOMESTIC COOKING APPLIANCE FLOOR PLAN LEGEND = NEW WALL — NEW 1 -HR WALL TA4.01 A4.01 LINE OF ROOF EDGE ABOVE SCALE : 1/4" = 1' -0" rolluda architects architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 6250 IREGISTERED AR T Alex E. Rolluda STATE OF WASHINGTON 1- H cn 00 C° ti o a8) cn JQ N— p Li o H H H REVISION DATE Design: Drawn: Checked: Project No. AC JL AC 331 -16 -01 Issuance CUP UPDATES Date: 4/10/2017 Drawing Title FLOOR PLAN Drawing Number TA2.01 COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC A2.01 A2.02- TB- PLAN.DWG 1/7/2017 3:50 PM METAL GUTTER DS LINE OF BLDG BELOW RIDGE RCP NOTES 1. SEE SHEET TA9.02 FOR EAVE DETAILS /OVERHANGS 2. SEE MECHANICAL FOR ROOF VENT SIZES AND LAYOUT 3. SEE TA6.01 FOR FINISH CODES ROOF PLAN SCALE : 1/4" = 1' -0" rolluda architects architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 6250 IREGISTERED AR T Alex E. Rolluda STATE OF WASHINGTON 4 w 0 2 Z J U —SS O <0< O C — ico D - LI , 1— co v) U Z w U—'0o JO1° 0o Q D i- Q O� - Q 0- Q 2 JZ1 NQ W Q 1- 1- cn 00 (.0o o a8) cn r J N— Q p `1d°YLi o H H H REVISION DATE Design: Drawn: Checked: Project No. AC JL AC 331 -16 -01 Issuance CUP UPDATES Date: 4/10/2017 Drawing Title ROOF PLAN Drawing Number TA2.02 COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC A2.01 A2.02- TB- PLAN.DWG 1/7/2017 12:29 PM AUTOMATIC DOOR OPERATOR PER ELEC PIPE RAILING (R -1) NORTH ELEVATION 4 4° 1 --= - - --4 ° ° SCALE : 1/4" = 1' -0" 4° ° 4 4 d 4 °e 4 a4 4 a 4 4 4 4 4 4 a4 4 ad 4 4 4 DOWN POUT TO SPLAS BLOCK, TYP. 12 1 I- 8 TA9. o FASCIA BOARD (PT -3) r TRIM (EF -5) — PANEL (EF -2) TRIM (EF -4) LIGHT PER ELEC. LAP SIDING (EF -1) PIPE RAILING (R -1) CONCRETE STEM WALL L EAST ELEVATION SCALE : 1/4" = 1-0" OA INTAKE LOUVER PER MECH - DOWNSPOUT TO SPLASH BLOCK, TYP. CONCRETE STEM WALL SOUTH ELEVATION TRIM (EF -5) - PANEL (EF -2) GENERAL NOTES: 1. SEE SHEET TG0.01 FOR GENERAL PROJECT NOTES. 2. SEE SHEETS TA6.01 AND TA6.02 FOR FINISH CODES /SCHEDULE AND DOOR AND WINDOW SCHEDULES. SOFFIT BOARD (EF -3 ) - PANEL (EF -2) 4 4 B ° 4 a 4 4 4° 4 TRIM (EF -5) TRIM (EF -4) LAP SIDING (EF -1) PIPE RAILING (R -1) CONCRETE STEM WALL 66.89' RIDGE HT 62.39' PLATE HT 48.64' TOP OF SLAB FASCIA BOARD (PT -3) TRIM (EF -4) LAP SIDING (EF -1) LIGHT PER ELEC. PIPE RAILING (R -1) CONCRETE CURB / 4 TA9.0 / PARKING I' 2' -0" WEST ELEVATION / / / 20'4 1/4" (MAX BUILDING HT LIMIT = 35 0666.89' RIDGE HT\ 0662.39' PLATE HT LAP SIDING (EF -1) LIGHT PER ELEC. \� DOWNSPOUT TO SPLASHBLOCK TRIM (EF -4) CONCRETE STEM WALL MECH ENCLOSURE 1/4" (MAX BUILDING HT LIMIT = 135' -0 ") N 48.64' /1TOP OF SL)■B SCALE : 1/4" = 1-0" ROOF (RT -2) FASCIA BOARD (PT -3) DOWNSPOUT TO SPLASH BLOCK, TYP. LAP SIDING (EF -1) TRIM (EF -4) PIPE RAILING (R -1) CONCRETE STEM WALL 66.89' RIDGE HT 62.39' PLATE HT N co 48.64' TOP OF SLAB 20' -4 1/4" (MAX BUILDING HT LIMIT = SCALE : 1/4" = 1-0" rolluda architects architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 6250 IREGISTERED AR T Alex E. Rolluda STATE OF WASHINGTON t w z 0 REVISION DATE Design: Drawn: Checked: Project No. AC JL AC 331 -16 -01 Issuance CUP UPDATES Date: 4/10/2017 Drawing Title EXTERIOR ELEVATIONS Drawing Number TA3.01 COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC A3.01 TB EXT ELEVATIONS.DWG 1/7/2017 12:30 PM CONC. RAMP AND MTL. GUARDRAIL N/ HANDRAIL, TYP. FINISH GRADE 111WiterAlr.ave4.74tePAUall • ., ? ea! GII C1� E, O. CUSTODIAN e DRIVER P' EP CLOS. 08 109 O. O. FINISH GRADE BUILDING SECTION IPs9NVS7Psa9�s: S: S: S: TOMS; S.,1PSIWSo soPS S. S; STIPS Sa ;Ars ;o , vsa s: •r Sa �So ?SINS. S:SwS:4wS711. 66.89' RIDGE HT 62.39' PLATE HT 48.64' TOP OF SLAB SCALE : 1/4" = 1' -0" A4.01 LTBLBUILDING SECTIONS nIngfoinnivimincinnIcAnnfinn Q � J 1 LOBBY 101 � \ \ �� � �� \\ : . ,I„} J a �u J �J, .1` . \1 112 Abvinny-nnnInnEn CONFERENCE/ TRAINING 104 i 1 11 TA9.0 OPERABLE PARTITION WALL BREAK ROOM 105 51115: 1117411S101S:. 111S. 111r ihrSk% 7'. llS7,0111•11i2G1111S INSTPWIIISTIrMIPSZOIiIVIPiV VAS /VA VAA�VAA�VAAi� \\/\/\/\/\/\,/ \ j \\ \ \/ \A /< VA yAA yAA yAA yAA yAA �\ ' / / \/ %/> BUILDING SECTION \z\ /X//,\ • ii\ i 66.89' RIDGE HT 62.39' PLATE HT FINISH GRADE 48.64' TOP OF SLAB SCALE : 1/4" = 66.89' RIDGE HT 62.39' Y PLATE HT BUILDING SECTION 48.64' TOP OF SLAB SCALE : 1/4" = 1' -0" rolluda architects architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 6250 IREGISTERED AR T Alex E. Rolluda STATE OF WASHINGTON t w z 0 REVISION DATE Design: Drawn: Checked: Project No. AC JL AC 331 -16 -01 Issuance CUP UPDATES Date: 4/10/2017 Drawing Title BUILDING SECTIONS Drawing Number TA4.01 A4.01 TB BUILDING SECTIONS.DWG /7/2017 12:31 PM COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC \ 10' WIDE TYPE I PERIMETER LANDSCAPE REQUIRED s_1 PROPOSED TREE 1 EXISTING SHRUB 7 PROPOSED (6 REQUIRED) 10' WIDE TYPE I LANDSCAPE SOUTH 128TH STREET 1 PROPOSED TREE (PER CITY OF TUKWILA URBAN ENVIRONMENTALIST ASSESSMENT OF SITE CONDITIONS), 9 PROPOSED SHRUBS (9 REQUIRED), 165 KINNIKINNICK GROUNDCOVER 103 KINNIKINNICK GROUNDCOVER PROPOSED. PROPOSED. 38' -7" k 58' -9" N 0 J D 1- w O 1- O w CL z 0 U F- w W5 W >Q o z�, QED w I- 1w w () z 1- E w w d W z w —O — F — wz wow > O 'm v- UOv- 0 CO0 z w w IY EXISTING TREE, TYP. EXISTING SIDEWALK, TYP. A 1 70' -7" 10' WIDE TYPE I PERIMETER LANDSCAPE REQUIRED. TREE, SHRUB AND GROUNDCOVER REQUIREMENTS MET BY EXISTING VEGETATION, PER CITY OF TUKWILA URBAN ENVIRONMENTALIST (10 SHRUBS REQUIRED) ■ X X x EXISTING TREE, TYP. D- MOTORIZED GATE OPENER, TYP. SEE ARCH EXISTING STORM WATER POND EXISTING FENCE TO REMAIN, TYP. PROPERTY LINE, TYP. Z:86 o CC III viz Q III III w �f4+- Ill w Q III II�� III oz w -II —�_ ett III w0�z � W III ILo z Q � Iw J Ill o > } w 88 -z Ill��Q ° z III� Illa,zoZ0 III Z O c r Q O Q J J _I zwOLLl a 811-1 W z 0z Irl >YZ IlIlZZ °� l l w w w d EF 0 Il +�moz> III > -uJ .-z2 IIIW�WR� IIIIIw5>O Ill ollw Lc 0 I I I II0 N w III w III w = O 111 II- o III lid; III "goo III w w II > w II III I HYDROSEED DISTURBED SWALE AND CURB AREAS- SEE CIVIL PROPOSED BUILDING- SEE ARCH TREE TO BE REMOVED, TYP. 7 F F F 0 Know what's below. Call before you dig. X X -X- X -x ------ x---- x x x x x- 165' -3" 10' WIDE TYPE II PERIMETER LANDSCAPE REQUIRED. TREE REQUIREMENTS MET BY EXISTING VEGETATION. 43 PROPOSED SHRUBS (41 REQUIRED). 395 MAHONIA GROUNDCOVERS PROPOSED. IVY AND BLACKBERRIES TO BE REMOVED BEFORE INSTALLATION NEW PLANTINGS. 10' -0" 103' -0" 10' WIDE TYPE II PERIMETER LANDSCAPE REQUIRED. 4 PROPOSED TREES, 28 PROPOSED SHRUBS (26 REQUIRED). 203 KINNIKINNICK GROUNDCOVERS PROPOSED ENGLISH IVY AND BLACKBERRIES TO BE REMOVED BEFORE INSTALLATION OF NEW PLANTINGS. II w GENERAL LANDSCAPE NOTES • SEE TL2.0 FOR LANDSCAPE DETAILS AND TL2.1 FOR IRRIGATION DETAILS. • SEE TL3.0 FOR IRRIGATION PLAN. • SEE CIVIL FOR TREE PROTECTION PLAN AND DETAILS • SEE SPECIFICATIONS FOR PLANT MATERIAL, MULCHING, SOIL AMENDMENTS, FERTILIZERS AND WARRANTIES. • AMEND, TILL, AND PREP SOIL IN BUFFER ZONES BUT OUTSIDE ROOT ZONES TO 12" DEPTH, PER BMP T5.13, "POST CONSTRUCTION SOIL QUALITY AND DEPTH," FROM THE WASHINGTON DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. • SCHEDULE AN INSPECTION BY THE CITY OF THE PLANTING AREAS PRIOR TO PLANTING TO ENSURE SOILS ARE PROPERLY PREPARED. • GROUNDCOVER AND SHRUBS TO BE PLANTED UNDER EXISTING TREES TO BE PIT PLANTED. CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGING EXISTING ROOT SYSTEM. • REMOVE AND CONTROL ALL ENGLISH IVY, BLACKBERRIES, JAPANESE KNOTWEED AND ANY OTHER NOXIOUS WEEDS ON SITE PER INSTRUCTIONS AT WWW.KINGCOUNTY.GOV /WEEDS. • PLANTING SHALL CONFORM TO ALL CITY OF TUKWILA MUNICIPAL CODE REQUIREMENTS, INCLUDING PRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS. • CONTRACTOR SHALL VERIFY ON -SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. • THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS AND NOTES. • THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY PLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANS AND ESTIMATING GROUNDCOVER QUANTITIES. • THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. PLANT SCHEDULE TREES CODE BOTANICAL NAME COMMON NAME CONT AG AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' •AUTUMN BRILLIANCE' SERVICEBERRY 6' HT MIN. MULTISTEM CG CHAMAECYPARIS OBTUSA'GRACILIS• PV PARROTIA PERSICA 'VANESSA' SHRUBS CODE BOTANICAL NAME 0 0 0 0 SLENDER HINOKI CYPRESS PERSIAN PARROTIA COMMON NAME SA SYMPHORICARPOS ALBUS* SNOWBERRY TD TAXUS X MEDIA •DENSIFORMIS•* DENSE YEW VT VACCINIUM OVATUM 'THUNDERBIRD'* EVERGREEN HUCKLEBERRY VP VACCINIUM PARVIFOLIUM* RED HUCKLEBERRY COMMON NAME AM ARCTOSTAPHYLOS UVA -URSI 'MASSACHUSETTS' MASSACHUSETTS KINNIKINNICK MN MAHONIA NERVOSA OREGON GRAPE GROUND COVERS CODE BOTANICAL NAME HS PT305 PROTIME PT305 SHADE /SUN MIX OR APPROVED EQUAL *SHRUBS TO BE 18" TALL, MIN. AT INSTALLATION EXISTING PLANTING HYDROSEED TURF MIX EXISTING CODE REQUIRED PERIMETER PLANTING TO REMAIN EXISTING PLANTING TO REMAIN EXISTING TREES TO REMAIN- SOME SYMBOLS REPRESENT MULTIPLE TREES. SEE LABEL. PERIMETER LANDSCAPE REQUIREMENTS TABLE PER CITY OF TUKWILA MUNICIPAL CODE 18.52.030 PERIMETER LANDSCAPE REQUIREMENTS TABLE A AND FOOTNOTES, NCC ZONING REQUIRES A 10' TYPE I BUFFER ALONG SOUTH 128TH STREET AND MARGINAL WAY, AND A 10' TYPE II BUFFER ALONG BACK AND SIDE YARDS, BECAUSE OF THE ADJACENT LDR ZONE. TYPE I PERIMETER LANDSCAPE: A MIX OF EVERGREEN AND DECIDUOUS TREES SPACED BASED ON SIZE, ONE SHRUB FOR EACH 7 LINEAL FEET OF REQUIRED PERIMETER EXCLUDING CURB CUTS, AND GROUNDCOVER. TYPE II PERIMETER LANDSCAPE: A MIX OF EVERGREEN AND DECIDUOUS TREES SPACED BASED ON SIZE, ONE SHRUB FOR EACH 4 LINEAL FEET OF REQUIRED PERIMETER EXCLUDING CURB CUTS, AND GROUNDCOVER. TYPE I PERIMETER LANDSCAPE LENGTH: 39 +59' +168' =266' TREES PROVIDED: 5 SHRUBS REQUIRED:39 SHRUBS PROVIDED:46 TYPE II PERIMETER LANDSCAPE LENGTH:165' +103' =268' TREES PROVIDED: 4 SHRUBS REQUIRED: 67 SHRUBS PROVIDED: 71 6' HT MIN. 2" CAL. QTY 3 3 3 CONT SPACING QTY 2 GAL 48" o.c. 17 2 GAL 48" o.c. 53 2 GAL 36" o.c. 21 2 GAL 48" o.c. 26 CONT SPACING QTY 1 GAL 24" o.c. 562 1 GAL 24" o.c. 342 HYDROSEED Alk GRAPHIC SCALE 0 10 20 1,297 SF 40 FEET .•.� —� 1" = 20 FEET rolluda architects architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 Civil Engineers Structural Engineers Landscape Architects Community Planners Natural Resource Ecologist Land Surveyors Neighbors HBO TACOMA • SEATTLE SPOKANE • T R I- C I T I E S 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB STATE OF WASH NGTON REGISTE : ED LANDSC HITECT ON MORSE UCENSE NO. 900 �. EXPIRES ON 02/05/2019 y� �i►1� �W V 0 as JU O<0< 0 —< 0 co (f) U Z ��o J O I— D1 0_ 0 g %c Q W Q w z 0 H U EE J co co o 2 rn rn t) - J O I— r I— I— REVISION DATE Design: JM Drawn: MS Checked: CS, KC Project No. 331 -16 -01 Issuance CUP Submittal Date: 4/10/2017 Drawing Title PLANTING PLAN Drawing Number TLI.O COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC NOTE: 1. TREES NOT PLANTED IN CONFORMANCE WITH THIS DETAIL WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. REPLACEMENT OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE. AT TIME OF PLANTING, TRIM DAMAGED BRANCHES. ROOTBALL 3" MULCH. NO MULCH WITHIN 3" OF TRUNK 3 " -4" HIGH WATERING RING SCARIFY SIDES OF PLANTING PIT BACKFILL WITH EXISTING SOIL DO NOT DISTURB SUBGRADE BELOW ROOTBALL TO REDUCE SETTLING. oD0 • VI "- •D ,, 6 'g aDo 04 1,1 Qg D Qg STAKE TREE WITH TWO 2 "X2 "X8' STAKES SPREAD ACROSS FROM EACH OTHER / // II - 11�f DECIDUOUS TREE PLANTING 3X ROOTBALL 3/8" = 1' -0" APPROVED TREE TIE MATERIAL SET LOOSE TO ALLOW FOR TRUNK GROWTH DRIVE STAKES AT ROOTBALL EDGE DRIVE STAKES 6 " -12" INTO UNDISTURBED SOIL BELOW ROOTBALL 3" MULCH. NO MULCH WITHIN 3" OF THE BASE OF THE PLANT BACKFILL WITH EXCAVATED SOIL REMOVE BURLAP FROM TOP AND SIDES OF ROOT BALL DOWN INTO GROUND. SET TOP OF BALL FLUSH WITH FINISH GRADE. NOTE: 1. ALL GROUNDCOVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER O.C. SPACING ON LEGEND. SPACING X .86 FOR TRANGULAR PATTERN 3" OF MULCH. NO MULCH AGAINST THE BASE OF THE PLANT BACKFILL WITH EXCAVATED SOIL. WATER THOROUGHLY. 12" MIN FROM CURB a$ aQ9 6 0 GROUNDCOVER PLANTING PLAN O O - 0 OD z.023 4.0 car- oP SPACING AS SPECIFIED I I H I I_ -1 I L -1 11 =1 2X ROOTBALL GROUNDCOVER PLANTING 1/2" = Know what's below. Call before you dig. III BRDG -TU -66 8.5" x 11" sign laminated in plastic spaced every 50' along the fence. BRDG -TU -70 `a° obQ7 Qp Oo ao a --°° yea Q° a� Q.00 a Qa Qo Qo 00 PP ° ozMcyo Do,e 1 =111 III - III - 111= 111 =1II- 111 =1II II1 =111= =1 - �_11� /� 1 1 I, �J j III —I 1 =1 11 =1 11 =1 1 =1 I— III -1 I �� � o j��j 1= 1 1 1 1 1 1 I: 1 1 1 1 1 1 I.: / / o: o �// 1 1111 SHRUB PLANTING 11 —I 1-1 I 1111H SCARIFY SIDES OF PLANTING PIT LOOSEN / PULL OUT ROOTS FROM CONTAINER GROWN PLANTS III -1 1 l- NTS Crown drip line or other lirrlit of Tree Protection area. See tree preservation plan for fence alignment. Notes: 1- See specifications for additional tree protection requirements. 2- If there is no existing irrigation. see specifications for watering requirements. 3- No pruning shall be performed except by approved arbarist. 4- No equipment shall operate inside the protective fencing including during fence installation and removal. 5- See site preparation plan for any modifications with the Tree Protection area. KEEP OUT TREE PROTECTION AREA TREE PROTECTION NTS SECTION VIEW Tree Protection fence: High density polyethylene fencing with 3.5'xt5" openings; Color - orange. Steel posts installed at 8' o.c. " x 6' steel posts or approved equal. 5" thick layer of mulch. Maintain existing grade with the tree protection fence unless otherwise indicated on the plans. BRDG -TU -01 REMOVE EXCESS SOIL ABOVE ROOT FLARE PRIOR TO DIGGING AT NURSERY. CORRECT IN FIELD AT PLANTING IF NECESSARY. SET TRUNK FLARE AT 1" ABOVE FINISHED GRADE REMOVE ALL GIRDLING AND ADVANTAGEOUS ROOTS ABOVE TRUNK FLARE FINISHED GRADE =111= 111 =111 REMOVE ALL WIRE BASKET, BURLAP, OR SYNTHETIC MATERIALS FROM ROOTBALL (NO EXCEPTIONS). SET ROOTBALL ON COMPACTED SOIL TO PREVENT SETTLING. ROOTBALL PREPARATION NTS BRDG -TU -05 rolluda architects architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 Civil Engineers Structural Engineers Landscape Architects Community Planners Natural Resource Ecologists Land Surveyors Neighbors -Egg- L TACOMA • SEATTLE SPOKANE • T R I- C I T I E S 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB STATE OF WASH NGTON REGISTE : ED LANDSC HITECT ON MORSE LICENSE NO. 900 EXPIRES ON 02/05/2019 t u z 0 H H 0 O CON- Cr) ad) J N— _ O D W H REVISION DATE Design: JM Drawn: MS Checked: CS, KC Project No. 331 -16 -01 Issuance CUP Submittal Date: 4/10/2017 Drawing Title LANDSCAPE DETAILS Drawing Number TL2.0 COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC MANUAL DRAIN VALVE ISOLATION VALVES IRRIGATION MAINLINE H N EXISTING CONNECTION TO HYDRANTS TO REMAIN POC SCHEMATIC PRESSURE REDUCING VALVE MASTER VALVE ISOLATION VALVE PVC MAINLINE, SIZE AS NECESSARY EXISTING DOUBLE CHECK VALVE ASSEMBLY EXISTING ISOLATION GATE VALVE EXISTING IRRIGATION METER EXISTING WATER SUPPLY LINE NTS ASPHALT, CONCRETE, MASONRY OR — CRUSHED ROCK SURFACE 6 "MAX D X 0< o 2 w_ Z ao _17 - Z z 2 w • N D Q `— w J i 0 m • to w BRDG -TU -11 PLASTIC SPRAY NOZZLE (SEE IRRIGATION PLAN) FLUSH w/ FINISHED GRADE (TOP OF MULCH) IN BED AREAS FINISH GRADE POP UP SPRAY HEAD OR FLOOD BUBBLER 1/2 INCH MALE NPT x 0.490 INCH BARB ELBOW; (RB MODEL SBE -050) DETECT -A -TAPE IN TRENCH SWING PIPE (FLEXIBLE) 18" LENGTH BY 1/2" DIA. NOTE: USE TEFLON TAPE ON ALL THREADED I-11IINGS PVC SCH 40 TEE OR ELL SLIP x FIPT x SLIP TRACE WIRE SCH 40 PVC LATERAL POP -UP SPRAY HEAD W/ FLEX JOINT 1/8" = 1' -0" FLOW 1 111111 i11111S ■ rFINISH GRADE / \ / /\ / / \% 1w STANDARD VALVE BOX W/ LOCKING LID EXTENSIONS (AS REQUIRED) GATE VALVE PER PLAN FLANGE PVC MAINLINE 1 n6t n6t n6tJ ? -`7"4 SUPPORT VALVE BOX WITH (4) BRICKS -TYP. 2 CU. FT. OF DRAIN GRAVEL SUMP NOTE: 1. USE TEFLON TAPE ON ALL THREADED FITTINGS. 2. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. GATE VALVE 1 1/2" = INSTALL VERTICALLY AT TOP OF SLOPE TILT TOWARDS TOE BY 27° IF INSTALLED BELOW TOP OF SLOPE TILT HALFWAY BETWEEN VERTICAL AND PERPENDICULAR TO SLOPE PERPENDICULAR VERTICAL TILT BACK SLIGHTLY FROM VERTICAL SPRAY HEAD ON SLOPE BRDG -TU -46 TOP VALVE BOX W/ EXTENSIONS, SET 2" ABOVE GRADE IN SHRUBS, FLUSH IN TURF. WATERPROOF WIRE CONNECTORS ON 36" LOOPED WIRES. 12" BELOW GRADE REMOTE CONTROL VALVE TRUE UNION PVC BALL VALVE WITH SCH. 80 NIPPLES SCH 80 UNION LATERAL, 24" MIN. TO FIRST FITTING X 1« ■I•1�1� Ake i ,00x• •• pal •1 1114p. • er ,•iin• w • •inn n ow n — 6X2X16 CONC. BLOCK, ONE PER CORNER (4 TOTAL) FILTER FABRIC, WRAP UP ALL SIDES ABOVE OPENINGS WASHED DRAIN ROCK SUMP, 2 CUBIC FEET MIN. REMOTE CONTROL VALVES MAINLINE SCH. 40 RISER NTS 24" TYPICAL 12" TYPICAL PLANTING CONDITION 6" OFFSET 0 w m MATERIAL POURED IN -PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL BRDG -TU -10 45 DEG. ELBOW TEE PLAN VIEW FINISHED GRADE SECTION VIEW THRUST BLOCKING 90 DEG. ELBOW CAPPED LINE 1" = 1' -0" o � 0 o aoo- Know what's below. Call before you dig. BRDG -TU -16 1" = FINISH GRADE OUTFALL PIPE TO DRAINAGE STRUCTURE OR WATER COURSE 1 SUPPORT VALVE BOX WITH (4) BRICKS -TYP. BRDG -TU -12 10" DIA. VALVE BOX W/ LOCKING LID, EXTENSIONS (AS REQ'D) MANUAL DRAIN VALVE PER PLAN W/ LONG KEY FOR OPERATION SCH 40 PVC MAIN LINE SCH 80 PVC ELL OR TEE W/ REDUCER SCH 80 3/4" PVC ELLS W/ PVC NIPPLES IN BETWEEN 3/4" SCH 80 PVC STREET ELL W/ 6" LENGTH OF PVC PIPE W/ HOLES DRILLED FOR DRAIN LINE 1/2 CU YD OF PEA GRAVEL NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS. MANUAL DRAIN VALVE 1" = 1' -0" BRDG -TU -18 4" MIN FINISHED GRADE PAVING SECTION PER CIVIL PLANS 4" MIN. TRENCHING & SLEEVING NTS BRDG -TU -78 COMPACTED BACKFILL AT 85% DENSITY (SOIL BACKFILL) AT 95% DENISTY (STRUCTURAL) LATERAL LINE(S) SLEEVE(S), 2 -TIMES LINE SIZE MIN. MAIN LINE(S) VALVE WIRING VALVE BOX LID, HEAD BRAND "J BOX" ON LID WITH 2" HIGH LETTERS J BOX 10X15 STANDARD BE3:N SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT LAWN. LOOP, BUNDLE, AND LABEL SPARE WIRES THAT ARE TO CONTINUE, AS OCCURS SPARE WIRES THAT ARE TO TERMINATE AT THIS BOX: COIL 30" LENGTH AND I.D. TAG. WIRES TO CONTROLLER 1/2" WIRE CLOTH GOPHER PROTECTION SCREEN, WRAP 6" UP SIDES TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF BOX MAINLINE AS OCCURS. PEA GRAVEL - 4" DEPTH WIRE BUNDLE JUNCTION BOX 3/4" = 1' -0" PAVING CONDITION FINISHED SURFACE 24" MINIMUM PIPE BED MATERIAL TO BE CLEAN AND FREE OF ROCK LARGER THAN 1/2 -INCH 0 z 4" MIN. 4" MIN. BRDG -TU -09 NOTES: • AVOID TRENCHING WITHIN DRIPLINES. IF TRENCHING MUST OCCUR, IT SHOULD BE DONE BY HAND AND /OR WITH LOW PRESSURE WATER JET EQUIPMENT. • DIMENSIONS ARE MINIMUM CLEARANCES. ALL SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY (MODIFIED PROCTOR). Cn DO NOT TAPE OR BUNDLE WIRES IN SLEEVES. BRDG -TU -14 1" METAL CONDUIT WITH LONG SWEEP ELL FOR 110V POWER SOURCE AS PER ELECTRICAL CODES U EV- CAB -COM CABLE IF APPLICABLE. INSTALL IN 1" CONDUIT 8 FT. COPPER GROUND AS PER LOCAL CODE ELECTRIC AUTOMATIC CONTROLLER AS SPECIFIED. WALL MOUNTED BRACED PER MANUFACTURER (SEE IRRIGATION PLAN FOR LOCATION) 2" DIA. SCH. 40 PVC CONDUIT WITH LONG SWEEP ELL FOR OF DIRECT BURIAL WIRES TO VALVES. ALLOW A MAXIMUM OF 24 WIRES PER CONDUIT CONCRETE MOUNTING PAD, EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF NTROLLER. SLOPE FOR RAINAGE KEEP 12' APART CONTROLLER WALL MOUNT 1/2" = 1' -0" BRDG -TU -08 rolluda architects architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 Civil Engineers Structural Engineers Landscape Architects Community Planners Natural Resource Ecologists Land Surveyors Neighbors TACOMA • SEATTLE SPOKANE • T R I- C I T I E S 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB STATE OF WASHINGTON REGIST ;ED LANDSC HITECT ON MORSE LICENSE NO. 900 EXPIRES ON 02/05/2019 w z 0 REVISION DATE Design: JM Drawn: MS Checked: CS, KC Project No. 331 -16 -01 Issuance CUP Submittal Date: 4/10/2017 Drawing Title IRRIGATION DETAILS Drawing Number TL2.1 COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC S w S w S w S SOUTH 128TH STREET w S S PATCH 10M TL2.1 SLEEVING UNDER EXISTING ASPHALT - USE SLEEVE OF DEFUNCT IRRIGATION SYSTEM IF POSSIBLE. POINT OF CONNECTION- SEE NOTES EXISTING CHAIN LINK FENCE, TYP. EXISTING HYDRANTS TO REMAIN, TYP. TL2.1 O WALL- MOUNTED CONTROLLER ON SOUTH - FACING WALL - COORDINATE ELECTRICAL SUPPLY. EDGE VEGETATION 26.9 r• T • /2 III 17.8 1'i I 0 10 "\11/) •; 'ter 10 w; 10 10 10 ^� 0 10 �--= � ter- -1� _ 10 1 o -X -X- X�X 6' CHAIN AK X- X X6' WOOL / COSTCO w III 111 wl I IRRIGATION SYSTEM DESIGN NOTES 1. WATER PURVEYOR: WATER DISTRICT NO. 25. CONTACT INFORMATION: SHANE YOUNG, (206) 242 -9547, SHANEYOUNG @WATERDISTRICT125.COM 2. THIS DESIGN ADDS A NEW IRRIGATION SYSTEM FOR THE AREAS AFFECTED BY CONSTRUCTION OF THE CODE REQUIRED LANDSCAPING AND SEEDED SWALE. 3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING IRRIGATION AND WINDOW WASHING HYDRANTS IMPACTED BY THE CONSTRUCTION OF THIS PROJECT PRIOR TO CONSTRUCTION. Know what's below. 4. PROVIDE TEMPORARY WATER SUPPLY TO WINDOW WASHING HYDRANTS DURING CONSTRUCTION OF IRRIGATION SYSTEM. Call before you dig. POINT OF CONNECTION NOTES 1. CONTRACTOR TO REUSE EXISTING 1 2" METER AND BACKFLOW PREVENTER. CONTRACTOR SHALL VERIFY EXISTING STATIC PRESSURE AT THE METER AND SUBMIT WRITTEN VERIFICATION TO THE LANDSCAPE ARCHITECT. NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES GREATER THAN 5 POUNDS OF DESIGN PRIOR TO INSTALLATION OF ANY IRRIGATION EQUIPMENT. 2. CONTRACTOR TO INSTALL PRESSURE REDUCING VALVE IF REQUIRED. 3. THE SYSTEM DESIGN IS BASED ON OPERATING 1 ZONE AT A TIME USING AN EXISTING IRRIGATION METER ON A 1 -1/2" SCH. 40 PVC SUPPLY LINE. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION. 4. NOTIFY THE OWNER IMMEDIATELY IF THE POINT OF CONNECTION ASSUMPTIONS MADE HERE DO NOT MATCH FIELD CONDITIONS. CONTROLLER NOTES IRRIGATION SCHEDULE SYMBOL EST LCS RCS CST SST 0 10 QT H F MANUFACTURER /MODEL /DESCRIPTION RAIN BIRD 1812 15 STRIP SERIES SHRUB SPRAY 12.0" POP -UP SPRINKLER WITH CO- MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/2" NPT FEMALE THREADED INLET. RAIN BIRD 1812 10 SERIES MPR SHRUB SPRAY 12.0" POP -UP SPRINKLER WITH CO- MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/2" NPT FEMALE THREADED INLET. SYMBOL MANUFACTURER /MODEL /DESCRIPTION • RAIN BIRD PGA ANGLE 1 ", 1 -1/2 ", 2" ELECTRIC REMOTE CONTROL VALVE, ANGLE. RAIN BIRD 300 -BPE GLOBE 3" 3" BRASS MASTER VALVE, WITH GLOBE CONFIGURATION. DRAIN VALVE PRESSURE REDUCING VALVE PRESSURE LIMITED TO 46.16 PSI EXISTING BACKFLOW PREVENTER TO REMAIN RAINBIRD TM2- 6 -120V 6 -ZONE ESP -TM2 CONTROLLER IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PVC SCHEDULE 40 IRRIGATION PIPE. IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout Valve Number Valve Flow Valve Size GENERAL IRRIGATION NOTES CRITICAL ANALYSIS PSI Generated: 30 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size: 30 Flow Available: PRESSURE AVAILABLE Static Pressure at POC: Elevation Change: Service Line Size: Length of Service Line: Pressure Available: DESIGN ANALYSIS Maximum Station Flow: Flow Available at POC: Residual Flow Available: Critical Station: Design Pressure: Friction Loss: Fittings Loss: Elevation Loss: Loss through Valve: Pressure Req. at Critical Station: Loss for Fittings: Loss for Main Line: Loss for POC to Valve Elevation: Loss for Backflow: Loss for Master Valve: Loss for Water Meter: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: 1. ALL IRRIGATION WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WSDOT STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND MUNICIPAL CONSTRUCTION AS REVISED OR SUPPLEMENTED BY THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. NO SUBSTITUTIONS OF EQUIPMENT OR DESIGN CHANGES SHALL BE PERMITTED UNLESS APPROVED BY THE OWNER. 3. IRRIGATION LINES AND VALVES MAY BE SHOWN IN HARD SURFACE AREAS OR OUTSIDE LANDSCAPE AREAS FOR GRAPHIC CLARITY. LOCATE ALL IRRIGATION LINES IN LANDSCAPE AREAS OR IN SLEEVES UNDER PAVEMENT. 4. IRRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL TESTS, AND INSPECTIONS REQUIRED FOR THE IRRIGATION SYSTEM. 6. CALL FOR LOCATES PRIOR TO DIGGING AT 811. CONTRACTOR IS RESPONSIBLE TO VERIFY UTILITY LOCATIONS. IF UTILITIES ARE DAMAGED IN THE COURSE OF WORK, CONTRACTOR SHALL INFORM THE OWNER AND MAKE ANY REPAIRS REQUIRED, AT NO COST TO THE OWNER. 7. ALL SLEEVING SHALL BE MARKED, SEALED AND STAKED. ALL SLEEVES SHALL BE TWICE THE SIZE OF OF THE LINE OR COMBINED LINES. MINIMUM SLEEVE SIZE SHALL BE 4- INCHES IF LOCATED UNDER ROADWAY OR DRIVE AISLE. 8. COORDINATE SLEEVING LOCATIONS WITH ELECTRICAL CONDUIT. 9. INSTALL CONCRETE THRUST BLOCKS ON MAINLINE 2 -1/2" AND LARGER, FOR ALL CHANGES IN PIPE DIRECTION OVER 15- DEGREES. 10. SPLICE CONTROL WIRES WITHIN VALVE BOXES ONLY, USING 3M -DBY, OR APPROVED SPLICE KITS, AND PROVIDE A 24" EXPANSION LOOP FOR ALL CONTROL WIRES WITHIN EACH VALVE BOX. 11. VALVE BOXES SHALL BE COMMERICAL -GRADE POLYETHYLENE OR HDPE AND SUITABLE FOR LIGHT DUTY APPLICATIONS. 12. INSTALLER TO ADJUST ALL ZONE CONTROL VALVES TO THE CORRECT OPERATING PRESSURE. SEE VALVE SCHEDULE FOR OPERATING PSI. 13. VERIFY AT LEAST A 15PS1 DIFFERENCE BETWEEN PRS DEVICES. IF PRESSURE DIFFERENCES IS LESS THAN 15PS1, NOTIFY L.A. IMMEDIATELY. 14. CONTRACTOR SHALL HAND TRENCH IRRIGATION DITCHES WHEN WITHIN 20 FEET, OR WITHIN A DELINEATED TREE PROTECTION AREA, OF EXISTING TREES TO REMAIN. AVOID CUTTING ANY ROOTS OVER 3" - 4" IN DIAMETER WITHIN THE TREE PROTECTION AREA. 15. INSTALLER SHALL BE RESPONSIBLE FOR KEEPING EXACT ACCURATE NOTES AND "AS- BUILTS" FOR THE CREATION OF THE "RECORD DRAWINGS" OF THE INSTALLED SYSTEM. 16. CONTRACTOR SHALL PROVIDE IRRIGATION MAINTENANCE THROUGH THE PLANT ESTABLISHMENT PERIOD INCLUDING WINTERIZATION(S) AND SPRING START- UP(S). 1. CONTROLLER: INSTALL NEW WALL MOUNTED CONTROLLER ON WALL OF BUILDING. PROVIDE COMBINATION LOCK FOR CABINET AND SEND COMBINATION TO SCHOOL REPRESENTATIVE. CONFIRM LOCATIONS WITH OWNER AND COORDINATE ELECTRICAL CONNECTION PRIOR TO INSTALLATION. 1.1. PROVIDE 120V FROM ELECTRICAL SERVICE PER LOCAL UTILITY REQUIREMENTS AND APPLICABLE CODES. SEE ELECTRICAL PLAN FOR MORE INFORMATION. 1.2. PROVIDE COMMUNICATION CONNECTION FROM CONTROLLER TO MASTER VALVE. 2. PROGRAM CONTROLLER WITH TEMPORARY ESTABLISHMENT AND PERMANENT WATERING SCHEDULE. PROVIDE SCHEDULE TO OWNER. 3. CONTROL WIRE SHALL BE INSTALLED IN 2" SCH. 40 ELECTRICAL CONDUIT. PROVIDE SWEEPS OR JUNCTION BOXES AT CHANGES IN DIRECTION. 4. INSTALL SPARE CONTROL WIRE (ORANGE COLOR) FROM CONTROLLER TO FARTHEST VALVE. VALVE SCHEDULE NUMBER 1 2 3 4 5 MODEL RAIN BIRD PGA ANGLE RAIN BIRD PGA ANGLE RAIN BIRD PGA ANGLE RAIN BIRD PGA ANGLE RAIN BIRD PGA ANGLE SIZE 1" 1" 1 -1/2" 1" TYPE SHRUB SPRAY SHRUB SPRAY SHRUB SPRAY SHRUB SPRAY SHRUB SPRAY GPM PSI PSI @ POC PRECIP 26.86 38.10 57.22 1.40 in /h 17.77 36.60 52.31 1.34 in /h 28.43 33.83 57.34 1.40 in /h 16.55 39.54 56.18 1.32 in /h 21.58 40.91 60.55 1.77 in/h 2017 -04 -07 10:30 1 -1/2" 75.00 gpm 120.00 psi 5.00 ft 2" 20.00 ft 117.00 psi 28.43 gpm 75.00 gpm 46.57 gpm 5 30.00 psi 4.84 psi 0.48 psi 0.00 psi 5.58 psi 40.91 psi 0.51 psi 5.07 psi 0.00 psi 6.50 psi 6.60 psi 0.96 psi 60.55 psi 117.00 psi 56.45 psi MIT GRAPHIC SCALE 0 5 10 20 FEET 1" = 10 FEET rolluda architects architecture planning interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206 - 624 -4222 f: 206 - 624 -4226 Civil Engineers Structural Engineers Landscape Architects Community Planners Natural Resource Ecologists Land Surveyors Neighbors TACOMA • SEATTLE SPOKANE • T R I- C I T I E S 1200 6th Avenue, Suite 1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com WEB STATE OF WASHINGTON REGIST ;ED LANDSC HITECT ON MORSE LICENSE NO. 900 EXPIRES ON 02/05/2019 Lu z 0 REVISION DATE Design: JM Drawn: MS Checked: CS, KC Project No. 331 -16 -01 Issuance CUP Submittal Date: 4/10/2017 Drawing Title IRRIGATION PLAN Drawing Number TL3.0 COPYRIGHT © 2015 ROLLUDA ARCHITECTS INC + +.°68Fi'eaRl'81-487'4,8Tiad, z149_,44FiE 4 46� g` 5 qt2 6:7p`4Z 5 0.30.2 11 gqggtzz�7�7.47.3 5 8b 63.83.4 .5 South West View Schedule Symbol Label (E) POLE Quantity Manufacturer 6 COOPER LIGHTING - STREETWORKS Catalog Number TRU4OPXX4F Description Number Filename Lamps ARCHITECTURAL AREA LUMINAIRE - 1400 WATT PULSE -START TYPE IV CLEAR ED -28 HORIZONTAL BURN WE 5 Lithonia Lighting WST LED P2 40K VW MVOLT VG WST LED, Performance package 2, 4000 K, visual comfort wide, MVOLT, vandal guard LED 1 Lumens Per Light Loss Factor Wattage Lamp TRU40P4F. ies 40000 0.9 452 1 WST_LED_P2_40K_VW MVOLT VG.ies 3232 0.9 25 +0.1 +0.2 +0.3 +0.3 +0.5 0.6 +0.8 +1.3 +1.7 +2.4 +3.0 4.8 +5.5 +7.5 +5.0 +4.4 +6.7 +2.6 3.5 +1.5 +2.3 +1.4 2.1 +1.8 +2.8 +3.0 +5.0 +5.1 +7.4 + + 4.7 7.5 +3.9 + .4 I +2.1 +1.0 +2.0 3 +0.6 1 1 +0.3 +08 +0.2 0,5 +0.1 +0.3 +0.1 +0.2 0.3 +0.4 0.6 0.9 +1.5 +0.4 +0.5 +0.6 +0.9 +1.3 +2.2 +0.8 +1.0 +1.1 +1.2 +1.5 +1.8 +2.2 +2.5 +4.4 +4.5 +3.8 +1.4 +1.9 +2.5 +2.4 +6.9 +6.1 +7.7 +7.6 +5.7 S.9 5.6 3.5 3.4 +2.2 +2.6 '2.0 +2.3 +2.4 3.7 +2.2 +3.6 +2.7 +3.0 +3.1 +4.5 +4.0 +4.5 3.6 +4 1 3.2 +2.4 2.4 +3.2 +2.5 +2.3 +2.1 +2.6 2.9 2.6 2.0 +3.1 +4.2 4.5 +3.2 +2.6 +2.3 '2.6 2.8 2.5 3.0 2.1 +1.7 +2.2 +1.6 2.3 3.1 2.5 +1.6 0.9 0.5 0.3 +I 4.1 4.4 4.5 2.4 1.3 0.7 0.4 II 0.2 0.1 0.2 + 0.1 A).0- - +0.0 +0.0 +0 00 +0.0 0.1 +0.0 +0.0 +0.0 0:0 7.1 +6.6 +6.3 7.4 +7.5 +5.3 5.7 +4.3 +2.9 +2.7 +2.8 +2.3 +3.8 +2.7 7.3 4.0 2.2 +1.1 if +0.5 0.3 0.1 T, + 6.7 +3.9 +1.9 +1.1 +0.7 +0.3* ' +0.2 +5.9 +4.4 +3.8 +3.7 + 3.9 +2.4 +2.4 +1.5 +2.2 +1.9 +1.2 1.3 1.6 +1.0 +0.8 +210 +2 +1.8 LL-41 '1.8 +1.7 +1.6 0 1.7 +1.8 8 '1.4 +1.4 6 +1.1 +1.0 1.0 0.8 1.4 +4.6 4.5 3.7 2.4 +1.8 +1.8 +1.8 +1.3 +1.0 +6.9 +6.0 +58 +5.5 +8.2 +7.5 6.6 +4.2 +3.5 2.0 1.4 +4.4 3.1 +1.9 5:4 - - 3.8 +2.7 +1.8 +6.1 +2.6= +1.7 +1.1 +1.3 +1.3 +1.2 +1.5 +1.3 1.4 +1.3 +1.4 • i 1 +6.3 L. +6.9 4.0 T 1.2 MDP 2.4 + 1.1 +0.6 +1.3 +0.8 0.8 +0.8 +0.7 0.5 ozon +0.8 +0.5.,,, +0.6 0.7 0.6 Od OAO NOW 0.9 +1.3 + 1.0 +1.2 +10.0 +3.5 2.5 3.1 +0.0 +0.0 +00 +0 1 I..1ECI li E . 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