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HomeMy WebLinkAbout01D1603. : 1*11 41 101111111 EIS ALD CORPORATE PARS�' CALL BEFORE YOU DIG: A POR11ON OF THE S.W. 1/4, SEC. 31, TWP. 22 N, RGE. 5 E., AND THE N.W. 1/4 OF SEC. 6, TWP. 21 N, RGE. 5E., W.M. 'M 67 4 F_- I NPROJECT 1-80C'-424-55AS mom 55 1"WIL Q LocA -noN B T V) 40TH ST 0 NE .150 LL6 13" Ctf 37TH ST 37TH ST NE NE ft: ry 0 0 0 X -cr_ Ld Ld GENERAL PLAN NOTES. cn0 z :z CL a: 0 :D w < wLd LLJ 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S Q Uf REQUIREMENTS AND SPECIFICATIONS. 0 I 0 _3 AUBURN z 0 21 ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF MUNICIPAL M C) "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOTY'STANDARD z AIRPORT < j SPMFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTIOV 1998 OR LATEST L x _J EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD CO DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. i ✓l r I { I I I �_ > VICINITY MAP C) 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, WI p SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY rk STANDARD DETAILS AND Ilk 0- U- U Y OF THE APPROVED DEVELOPMENT PLANS. 1-1 r- " -, SITE DATA: 4 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO A -SITE WORK FOR ALL E, , , V IL ANY ON C14 PUBLIC FACILITY EXTENSION PROJECTS. . . . ...... .......... ------------------- ....... - ------ . ....... DEVELOPER/OWNER: 4, OPUS NORTHWEST 915 - 11 8th Avenue SE, #300 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION Bellevue, WA 98004 MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED ISTNG 1D)ET TI P :::: I I . ­­­ . .. . . ......... (425) 453-4100 7D' BY THE PROVISIONS OF CHAPrR 19.122 REVISED CODE OF WASHINGTON (ROW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1 -800-424-5555) FOR . . .. . ....... UTILITY LOCATIONS (W4LZIR, SANITARY SEWER, STORM SIEWER, GAS, POWER, TELEPHONE ....... .......... .......... .......... ZONING 7 AND TELEVISION). EXISTING ZONING: M-1 ..:. r ^ �....^....� _......_.'_u PROPOSED ZONING: M-1 4 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELEC711111111CAL LINES ARE NOT SHOWN ON 0 THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY DATUM: HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW 0 0 11 111 1 CITY OF AUBURN (NGVD 29) PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. BLDQ Ic CI 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON 0 B.M.: THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS TOP OF MON. IN CASE AT OD 0 (3) AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. INT'X OF "C" ST. N.E. & 0 CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO EXISTIN 37TH ST. N. E. PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR #,F•ro EL=48.55 NEGLIGENCE CONNECTED WITH THEM. cc z 0 w LEGAL DESCRIPTION: Z Q LEGEND: > U) LOT 2: (PARCEL#232973-0070) I ; FUTURE EXISTING PROPOSED BLDG. A PARCEL OF LAND LYING WITHIN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SXGTM BLDG. SECTION 31, TOWNSHIP 22 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, AND ALSO 0 00 G GAS LYING WITHIN THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN, IN THE CITY OF AUBURN, memo I M IT SD 7, ItW111LUTIT M `7 TIITII MTUT 711 Ttl ► STORM DRAINAGE kJ T T 1 77"M KING COUNTY, WASHINGTON, COMPRISING A PORTION OF LOT 2 OF THE PLAT OF EMERALD LO CORPORATE PARK, AS RECORDED IN VOLUME 187 OF PLATS AT PAGES 45 THROUGH 51, IN IJ RECORDS OF KING COUNTY, WASHINGTON, THE BOUNDARIES OF WHICH ARE MORE WATER PARTICULARLY DESCRIBED AS FOLLOWS: ------------ SS SS BEGINNING AT THE NORTHEAST CORNER OF LOT 2; SANITARY SEWER THENCE SOUTH 00' 46' 32" ALONG THE EAST LINE THEREOF, 818.12 FEET TO AN ANGLE POINT IN SAID EAST LINE; OVERHEAD POWER P(OH) P(OH) THENCE CONTINUING ALONG THE EAST LINE OF LOT 2, NORTH 89* 16' 10" EAST, 36.00 FEET; 0 UL P(UG) UNDERGROUND POWER KUM THENCE CONTINUING ALONG THE EAST LINE OF LOT 2, SOUTH 00' 46' 32" EAST, 104.43 -A FEET; '.-MM ---------- ... .... . . . ....... THENCE SOUTH 89' 13' 28" WEST, 431.00 FEET; ASPHALT PAVEMENT *01r. __-AUBL IRM-W-AY-N ........ . .... .. THENCE NORTH 00' 46' 32" WEST, 894.88 FEET TO THE NORTH LINE OF LOT 2, SAID POINT 0 ........... ­­r ............. . .... . ..... ALSO BEING ON THE SOUTHERLY MARGIN OF 42ND STREET NE; 0 - ­ - --- 1 -T- _4T - - - - ------- T THENCE NORTH 89* 05' 50" EAST ALONG SAID NORTH LINE, 99,04 FEET TO THE BEGINNING 0 15 L4 1 CONCRETE SIDEWALK 0 t OF A CURVE CONCAVE TO THE NORTH WHOSE RADIUS IS 479.99 FEET; V) > THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06. 12 14" A DISTANCE OF 51.97 FEET; 44L5 THENCE NORTH 82' 53' 36" EAST, CONTINUING ALONG SAID NORTH LINE, 200.00 FEET TO ILI I x GROUND SPOT ELEVATION- THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH WHOSE RADIUS IS 410.94 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 06' 19' 51" of r 'j A DISTANCE OF 45.41 FEET TO THE NORTHEAST CORNER OF LOT 2, AND THE POINT OF BEGINNING. CONTOURS - - - - - - 0 0 0 < 0 JUNCTION BOX LUMINAIRE NOTE x C: 0 Cn FOR PLACEMENT ANb'C6MPACTION .2, 0 0 OF FILL MATERIAL REFER TO Ln Ld GEOTECHNICAL REPORT DATED i-S 6/26/98 BY TERRA ASSOCIATES INCORPORA1*1RAIS REPORT _j INTO THE PROJECT. x LU CONSTRUCTION SEOUENCE: <�:2 32 z cl-N! C"i 0 CN 00 UTILITY CONFLICT NOTE: 9� LA 00 CN r- > 1 . SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 12. FINE GRADE SITE AND PREPARE FOR PAVEMENT. (0 00 71 CALMON: INDEX TO SHEETS: EXPIRES: i - 15 _0z_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH 2. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE 13. COORDINATE BUILDING CONSTRUCTION WITH SITE WORK CONTRACTOR. < OF ALL EXISTING U111LITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT 3: trT­ U-) 14. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN AU UTILITIES AS REQUIRED. cl-A C1_j UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE Ln THIS SHALL INCLUDE CALLING UTILITY LOCATE * 1-800-424-5555 AND THEN POTHOLING ACCORDANCE THE LANDSCAPING PLANS. C1 OF 5 COVER SHEET I-----, L.L END OF EACH DAY. 15. STABILIZE/HYDROSEED EXPOSED AREAS IN ACCORD - I Lo Ln > E ALL OF THE EXISTING UTILITIES AT LOCATIONS Nr NEW UTILITY CROSSINGS TO PHYSICALLY CINI C1_j 17�4 VERIFY WHETHER OR NOT CONFLICTS EXIST. 3. ALL DISTURBED AREA AND EXISTING DITCHES WHICH HAVE $EEN EFFECTED BY GRADING 16. CLEAN STORM DRAINAGE SYSTEM. C2 OF 5 GRADING AND STORM DRAINAGE PLAN 00 V) IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF14RADING ACTIVITIES AND IN 17. CLEAN SANITARY SEWER SYSTEM. PROBLEMS PRIOR TO PROCEEDING WITH CONSULTING ENGINEERS, INC. TO RESOLVE ALL PRO ACCORDANCE WITH EROSION CONTROL NOTES. C3 OF 5 WATER AND SANITARY SEWER PLAN CONSTRUCTION. 18. UAN WATER SYSTEM. 4. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES INCLUDING DUST CONTROL 19. INSTALL LANDSCAPE AND LIGHTING FIXTURE FOR THE SITE. C4 OF 5 SECTIONS AND DETAILS SHALL BE PROVIDED AFTER CUT/FILL OPERATIONS COMPLETED. CONTRACTOR SHALL BE FULLY RESPONSIBLE F*t *tAINING PERMITS FROM THE 20. COMPLETE INSPECTION/ PUNCHLIST 5. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROS ION/S EDI M ETATION DRAINAGE HAS PASSED C5 OF 5 HOMEMM I ON CONTROL PLAN WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION Q0 ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A CONTROL FACILITIES TO BE REMOVED ONLY UPON FINAL SITE STABILIZATION & APPROVAL FROM z -1 LU CD REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS z CITY OFFICIAL. MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL A ���� T III Ljj RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. 6. INSTALL STORM SYSTEM PER APPROVED PLANS. Y'. BAD 7. PROVIDE CATCH BASIN PROTECTION ON ALL NEWLY INSTALLED CATCH BASINS. Record Drawing Certification ­_ WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PROJECT RLF-'____L FAC 00-0021 z PUBLIC LAND SURVEY OFFICE 8. INSTALL SEWER SYSTEM PER APPROVED PLANS. _w" 1111 WASHINGTON STREET S.E. 9. INSTALL WATER SYSTEM PER APPROVED PLANS. �12D �qRVEIY These Van are approved for conformance with the bf P.O. BOX 47060 These drawings conform to the 'd . OLYMPIA, WASHINGTON 98504-7060 10. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO IN JAN. 2001. Auburn s Engineering Division requirements. 5672 BY Z---- Date COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. I•- 0) N EN 0 ",ST, UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR C/sl DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND 11. REMOVE PORTIONS OF TEMPORARY EROSION CONTROL MEASURES TO FINALIZE THE Sf4NAL ECG TitlePositronDIRECTOR OF SURVEYING SEr, VICES Approved By'E AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE INSTALLATION OF NEW UTILITIES. w APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE I EXPIRES 9/23/01-1 Confirmed by C/ty. Date Date Approved.- 0, RESPONSIBILITY OF THE CONTRACTOR. - f Ili- U I #,.. " 1 ov j A 12 qL D I L.I 3V" 1 L/ E040,11.7 y t obi f •. ix ' t.tH r��Cs SECTIONS AND DETAILS CALL BEFORE YOU DIG: "00-424-5555 -: . ,' �t_, ... �,... � ,� ... .�:��� ���; Plant twice bo I I Prune diseased and broken branches 16 gaugqe steel wlre thrSugK clear vinyl hose below first crotch 2x2 wooden stakes securely driven into ground. Stain brown. Water basin with 2" mulch Unglazed planting pit su ace 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize DECIDUOUS TREE PLANTING DETAIL No Scale -rune diseased and 2roken branches Noter basin .' _..-2" mulch 1 fertilize �11111'"7-n •• • ••-• II �� 1� I1�• 1-�I . • `�,� . . -fin 11• - recLa n anon' na.. Iloll.- Planting hole min. -n n tvilc • • • • SHRUB PLANTING DETAIL Lai bed LAWN / PLANTING BED DETAIL No Scale Planting be 2" mulch 1/2 spacing distance SHRUB & GROUND COVER SPACING DETAIL No Scale- Triangular Spacing This detail $ spacing defined by plant list supersedes quantity shown on plan. NOTES I. Subgrodes, Including berms, to within 1/10th foot provided by General Contractor unless otherwise noted. 2. Subgrode shall be scorifled or rototilled If conditions require. 5. 4" depth 5-way topsoil or equal in all planting areas. 4. 2" depth fine grade bark mulch in all planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stock, latest edition. 6. Plant material or size or kind not available may be substituted only with approval of Landscape Architect or Owner, and City of Auburn. -7. All mass plantings shall have triangular spacing. 8. All tree pits shall be inspected to insure proper drainage. q. Positive drainage shall be maintained. Mound planting areas minimum 12". 10. Shrubs and trees minimum 42" from curb for car overhang unless wheelstops noted. II. 8" wide bark mowing strip where lawn is adjacent to building. 12. Landscape Contractor shall maintain site until final inspection and acceptance by Owner. C STREET 6ROUNDCOVER RUNS THROUGHOUT PLANTING BEDS DOWN THE ENTIRE PLANT LIST 5YMBOL BOTANICAL/COMMON NAME Ouercus cocc inea / Scarlet Oak 1-5/4" caliper B $ B Prunus cerasifera ' Newport' / Newport Flowering Plum 1-3/4" cal. 545 Acer Truncatum x A plotonoides ' Keithsform ' / Norwegian Sunset Maple 1-3/4" cal Pinus nigra / Austrian Pine 6 min. B$B Pseudotsugo menziesii / Douglas Fir 6 min. B$ B Juniperus chinensis ' Keteleeri ' / Keteleer Juniper 8'-q' min. B45 (J Prunus h i I ler i ' Spire, ' / Spire Cherry 1-5/4" Cal. B $ B 0 Garpinus betulus ' Fastigiato ' / Hornbeam 1-5/4" caliper B$B 0 Euonymus aiato ' Compacts ' / Compact Burning Bush 24" min. O Photinia fraseri / Photinia 24" min. ® Thujo occidentalis ' Emerald Green ' / Emerald Green Arborvitae 5' min. 545 m Prunus laurocerasus ' Otto Luyken / Otto Luyken Laurel 18"-21" min. (D Viburnum davidii 2 gallon o Buxus microphylla ' Winter Cem ' / Ninter Cem Boxwood 0" min. 24" O.G. Arctostophylos uvo-ursi / Kinnikinnick 4" pots 30" O.G. Erica cornea ' Ruby Clow ' / Ruby Clow Heather I gallon 18" O.G. Vinca minor / Periwinkle 4" pots 18" O.G. B$B co w I ANn�C;APF PI AN 0C a I I +� I I -gyp c 0 -- Q) s` 0 c c c N 3 -a 0 0 1 0 0 �0 .0 O -0 v I Y U W � F O (Jl0 41 WC z O c� U U C) O� U Z zF < - F n n 0111 M< � M M }. C1 Zw O Q 1�- wIZA- w V w (Y o 00 4 W U AW LO 0qC U w iY W Q W o Q CO rn i) Z Q L~ —I o 64 Sheet 20q, 3047 o t 01 1�63 , IRRIGATION SCHEDULE SYMBOL DESCRIPTION RADIUS GPM PSI F BQ H Q 0-6 0 C5 RAINBIRD 1600 MPR 15' SERIES 4" LAWN POP-UP, 6" 6.0. 15, 1.65H 50 RAINBIRD 1600 MPR 12' SERIES 4" LAWN POP-UP, 6" O.C. 12, 1.50H O m RAINBIRD I600 MPR 10' SERIE5 4" LAWN POP-UP, 6" 6.C. 10' 0.-14H O (3 i3 RAINBIRD I600 MPR 6' 5ERIE5 4" LAWN POP-UP, b" 6.G. 6' O.iQH 50 RAINBIRD 1600 MPR SIDE STRIP 4" LAWN POP-UP, 6" 6.0. 4:11XI6' 1:75 50 ® RAINBIRD 1600 MPR 51DE STRIP 4" LAWN POP-UP, 6" 6.C. 4'X50' 1.21 50 ® RAIN51RD 1600 MPR END STRIP 4" LAWN POP-UP, 6" 6.C. 41X15' 0.61 O RAINBIRD PEB SERIES PLASTIC VALVES © RAINBIRD RG-1660AB SERIES 16 STATION CONTROLLER, LOCATE AT OWNER'S DIRECTION ® POINT OF CONNECTION: 1-1/2" IRRIGATION METER 2" FEBGO 605Y DOUBLE CHECK VALVE I-1/2" QUICK COUPLER VALVE I STATION 2 7 6PM — — 2-1/2" MAINLINE, PVC, SCHEDULE 40 LATERAL LINE, PVC CLASS 200 5LEEVIN6, PVC CLASS 200 O CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER PRESSURE AT P.O.G. o ALL VALVES IN 'AMETEK' OR 'CARSON' BOXES SET AT FINISHED GRADE. o ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURER'S 5PEG5. o PRESSURE TEST BEFORE BACKF I LL I N6. o PLAN 15 DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECESSARY TO A55URE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. •h grade/ Top of mulch -Up sprayy sprinkler lostic MPR nozzle inch male NPTx .490 Inch � Elbow 11ppie or Funny Pipe Schedule 40 Tee or Ell nch male NPT x .4410 Inch � Elbow r- y �, Latera I Pipe POP—UP SPRAY SPRINKLER No Scale Height above rode determined in liald. Black pipe only. ,b spray head ,h grade stipple 100 Morlex Ells Schedule 40 Tee or Ell Glass 200 Lateral Pipe It DOUBLE SWING JOiNT No Scale C STREET These drawings conform to the Contractor's construction records. By Date Title/Position Confirmed by C/ty: Date Paving Select backfill remove rocks, debris and sharp objects =JT1 lllID • rrr_m .. +• � Illy: PVC, Glass 200 sleeving�- size of pipe Lateral or Ma in I ine, No Scale bate Valve �;ulck Co l r Valve —\ or wrotte b�owout— Finished grade Sol ro CIO sh PV Li a act backflll, move rocks, _ brig and rp objects i=1 II 1=1 Ill1 i1� . • . ll1=1LI=LI l= Glass 200 oral ,a PVC Class 200 Mainline Valve Wires TRENCHING DETAIL No Scale Pressure Reducing Valve, - if required .Master Valve, If required PVC Mainline, Double Check Valve �— Stub out from Domestic Meter, or separate Irrigation meter POINT OF CONNECTION No Scale These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By (22uwf� Date Approved:j!!A�0� UK LSEAZIIIIIWAIK==�� — • FLF",�� 0 15' 30' 60' 0 2 04?, 3001 o c t V n C t� O C -0 D (1) 1 CV CC) O 0 O U i _j s I O 0.01 m -0 X U -J W Q 0 [� 41 U O� U a Q L 0111�Q M O Z J� C w Z W O CID CID CIQ W U ^ 1 W w U fL w W c� rE�� n CV V1 Q CO U � Z Sheet PVC Class 200 Mainline Valve Wires TRENCHING DETAIL No Scale Pressure Reducing Valve, - if required .Master Valve, If required PVC Mainline, Double Check Valve �— Stub out from Domestic Meter, or separate Irrigation meter POINT OF CONNECTION No Scale These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By (22uwf� Date Approved:j!!A�0� UK LSEAZIIIIIWAIK==�� — • FLF",�� 0 15' 30' 60' 0 2 04?, 3001 o c t V n C t� O C -0 D (1) 1 CV CC) O 0 O U i _j s I O 0.01 m -0 X U -J W Q 0 [� 41 U O� U a Q L 0111�Q M O Z J� C w Z W O CID CID CIQ W U ^ 1 W w U fL w W c� rE�� n CV V1 Q CO U � Z Sheet