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S /GO TN 3'T- _ ►R i RE n/. L'AG . ioOz. _ — N\V 30 — 23 5 _ I .— —13Z8.T1 — _ _ \ — •-- — w.L•A 19� G o I — t-1 8 9 - -1 3 - 3 O v,/ — 2 -5 3 1 . as 9r-- \ ---- -- - ---- — I A• R 30A 4t..t Ccxf5r P.I.N•J. 9R-��-pis EX. WATER BLOWOFF VALVE I VEX.EX FOUPAIN- _..__D.I. . 1 -- $ EX. 10' UTILITY EASEMENT EX. 10 UTILITY EASEMENT PER r-----------T r ` - - ---I ---..-------` PER SHORT PLAT 022-85 -� -- REC. NO. 8707281846 (REPLACED REC. NO. 8610311858) N 8'9�35025,► 1 4� 9•4,2� 4 EX. -PAN EL MP. ELEC. 21.5 REC. 8507169( 2 N $ •3A {SCALE: 1'"40' 21`5 � 22.-0 21.5 0. 25 2 = __ ._.......-.._.._ ..-......... - _--. - i _ �� - �� i_ �• 40 LF 12" CPEP I • 4 , t ' 1 - ' I C 1'PEI t i C I i I CB 9L TYPiE ii 1C { *r®0.50 0 1 RiM 21.t?fi- r I 8 -W1 3: 0iM=21.t} I 1 _`3 10' T`r'E '1 I I 21.8�`- _ /// : IE=17.5D - RIM 21,0 IE=1d.65 f R±M=21.0 i Nc:IE-18.62_ =17 50 iE- STA,ARL7 - 2 i 21.5 _ . ASPHALT, 112 LF 8" CPEP 2i '" j 17 1 5 LF3" , PPE �` II TEMP END CAP PAVE UT (TYF' - ) k \_ - ? hqy fi - _ I 1.0%-'.,x ? \ _ {•�� IE=17.70 `� - - -- _ - - - -- --- - -- �1 8 ? _ I I $ 22. +\ fVI�� Cx1l�8 - 150 LF 12" CPEPLO I 7-�' - TYP. AROU D - PERIMETER 21 75 - s _ OF PARKING 50 LF 12" CPEF-_--_---- 20 a 0.50% --� _ PROPOSED 0' - ' PRIVATE D INAGE EASEMENT TEMP. END CAP 22.5 -- ----- -- IE=17.00 / 42 LF 12" ,PEP 1 ` # 22.5 0.50� \� -- C B 1\TY_E -1- E J LOT 4 Rih1=2 , .5 -- l � , 2e1 i) : B 11 Z._T ..__ E I •` TEMP FND CAP ' i 1 1 LF i 2" S0 -- -i IE=16.97 \ I f [- i - IM=21.0- __ I : IE=16.96 I -- E=16.75 CID 0 T \1 PROPOSED -22' _ " UTILITY EASEMENT --- -- - -`. •. ry, \ -- - i 20. TRENCH DRAIN _ �4.._17.E " 5 RIM=18.45 ! 9 I _................3 i RIM=21.0 62 !� t� Dl' F- - _ - 0 0.42 L .. II IE=16.75 -166 LF 15" PEP 010 � 134 12" CPFP r <--,r�N►�,,�/ �, LOT J �> x .... > Ales 22. vi 20 LF ► r t I (. { 5t BENCH DRAIN fi PROPOSED 22' _... . IM=18.45 'r;! u° ( j I UTILITY €ASEMENT $ 44 I 15" CPEP .0.0 0 0 5% -17 PROPOSED 10' -�`•+ PRIVATE DRAIN E EASEMENT I 46 LF 12" CPEP 1 ,AlmCB 12 TYPE..tI�". - i 0.50/ �- 011 6 LF 8 SD: RItX 21 iI tf,;T - 1.09% IE=16.4 pv - TEtv1P. END CAP ( { CB#5, TYPE 1-48" TEMP.. END* CAP {----- - IE 16.54 IE=16.57 RIM=21.0TYP- i f1 IE=16.34.` tt Rlb1=2 .5 ;3& LF'CPEP 0 0.26. IE=1 '59 E -- - iE=16.32 � I 0 w 125 LF 12" CPEP 160 LF 18" PEP -3 \ k's�� ► a� ca �I �Y rT 2d0.22 A 82.5 22.5 0.25% ;._ .•...... Lot- 21.8 n -4 - \9� 6" PVC R OF DRAIN " - O { ` 150 LF 24 CPEP - COLLECT11111 SYSTEM 0.25� \��t 0 1.0% (TYP.) �1 S89.4i. 16,W t4 coo L 1 SDCO \ I I I • RIM=22.0 ! 190.'x40' -- - - 1 CB 15 TYPE II-48" 46 LF 12" CPEP T_ i -15.0 �r/""'� " ) WET: VAULT RIM=21.0 l • • ® 0.50% /* 76 LF 24 CPEP i IBOTTOM EL=10.60 IE=15.94- �i CB A. TYPE, II-48" ® 0.25% STATIC W.S. EL=1175 ff 00 1 RIM=21.0 TOP 'JAU B 0 5 LF 24" CPEP I _ - .IE-15.94 ya"'= ®0.25% - 1 tlei 4 LF `�2" � C P - - _I 121. I g 21 r IE _VAULT ; �' I I IF !VAt LTV` O TEMP_END CAP\ f i' I _.- = 5 d- IE=16.17 s P 85 LF 8 '(t EP - X 0 1.18% 9� - z` -- _ _ _ - - A z 1 RIM=2c0.0 (ROOF DRAINAGE ONLY)- I t'� 6• \ \ \ ii E=17.3 1 5 T MP. END D CAP j \, ;� i _ _ I IE=16.17 f. _. ___ 20 - - , 6 IE-16.75 J � - 3 $ .. .. . •K .:ice:.. _ ..�. .•. .. , ,r - = a = 6 GATE VALE - .. :. --- ems- - -- - - - -- - ----- -- - as mesa==_Na-x - --- - - --- - --------- ---- ---- - -a -� - --- _ - -8_ -- --- - -- ---- -_ ---4 Q=- =---8 -_ -- N 31_, _-___-- -s --- --- = -- - -- -=---a= EX. MH '9s, Ii '96 EX. FIRE 18 LF 8" CPEP 65 LF 18" CPEP",, 'y 22 LF 8b CPEP 20, 'loll - ---- --� 3- RIM=1 l i " �} HYDRANT-Il ' 0- 310$%.-.- - -s __0-51--- - it e� ye - - - - - �.W. 19TH ST. o- - t t - ,,� 1F 6" DI 610.50 �� % -1 ?o IE 14 0 _N �o °'o jL'9 2 _ _ _ _ EX. 60" SfJ,_-- o _ _ ?o �o `'o PPAVEMEW . PAIC I -PER-L. - - - - - - I - - - - - - - o a - -D _ fg- --a_■�a__r_-j�-_-y__�X.. _. 1_�... CA�•YY � .. �'fl9 .. E�`'SI �-1.-.-.-. M 85MH RIM=19.81 �---- 15 LF 18" CPEP {E=14. rs S H EX. STREET Et XI• CB - ® 1.0% CB IYPE II-48" EX. S LIGHT _ 9RIMM=20.2f STREET I EM15.29(12" S) IE=16.4 (IN) R M 19.93 LIGHT EX. 12' STORM LINE IE=12.5f (OUT) IE=16.17 (12" N) EX. 15' PUGET SOUND POWER TO BE REPLACED I EX. SDMH EX. SDMH & LIGHT EASEMENT PER REC. W/30 LF NEW 36" RIM=19.88 ''j� % RIM=20.20 STORM PIPE & ! IE_12.88 N 7 `^� �� 4A*V� IE=13.28 N N0. 8211170375 TRASH RACK I IE 11.83 �12" 24" S� IE=13.25 �12: 12S) I I IE=9.83 (60" E) IE=9.74 (60" E) IF=Q 7R (A(Y' VJ) IF=Q 7n R(i' Wl File: 6045-gm] Date/Time: 10/17/1997 12.01 Scale: 1=40 SAGA Willson ® BCE,Inc. Xrefs: Z6045-T,Z6045-B,Z6045-S1, 0 O ac w CO w U) C W Z rr 0 o uj � Q U O J LEGEND: PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN O EXISTING TYPE II CATCH BASIN G E '' w z EXISTING TYPE I CATCH BASIN ❑ I� PROPOSED STORM DRAINAGE LINE ••�•• O EXISTING STORM DRAINAGE LINE O 'O U-- PROPOSED SANITARY SEWER MANHOLE © '` z w EXISTING SANITARY SEWER MANHOLE O J PROPOSED SANITARY SEWER LINE - - - - - -- ------ EXISTING SANITARY SEWER LINE ----- - - ---- EXISTING WATERMAIN ------------------------ PROPOSED WATERMAIN -- - -- - - -- - - W PROPOSED CONTOUR _____ -- 23-------- `f STANDARD PAVEMENT Ld C90 r' HEAVY DUTY PAVEMENT O z cn Cf, �W 2 - - w X < G Z L 1 PROPOSED CONCRETE Z w N z - - -- - > Q 0 � 00 N (D I\ 00 Z N I I ww _Q Ln to C� Z Lf) N N z - � N Z oo Ld r- Y c) cn Y • eq t 9 WAS F t 0 H (,o#). 'e"ge-'eN*7-a f ,j.,00E Cn =� 25672 �`FS AFC / S T E_ S 6 0 a r A L � MODIFIED PER CITY REVIEW 1 MODIFIED PER CITY REVIEW NO. REVISION EXPIRES __1 I I - �? CITY OF RENTON O [DEPARTMENT COF PUBI-IC WORKS PRELIMINARY GRADING AND STORM DRAINAGE PLAN m DESIGNED KL .__ -_ 0 DATE 7 16 97 -___ FILE NO. Sw BDS 10/15/97 DRAWN sw __. _ ___ CHECKED D_KB_-__-___ -_ SCALE 1"=40.' - FIELD BOOK _ _ PAGE___- Ld MFB BDS 9/9/97 --- - BY APPA. DATE APPROVED --- -_--- SHEET__C1 OF m DIRECTOR OF PUBLIC WORKS ---- ---- 1 1 1 SA Jf� - �J,..4 ��� WETLAND "Y" 571 d/ z, � i I �41G7-ea -4.9- K/ 81? egg NB8-SS 2oE 920 S ru sag. �•��---, i -- Z 6 0 _,• 4G P_ 17�Sur v� Ij W:........ t 31 F`p, 222.9G Ne9 3s•z �; 040.17 �� _ �....................... g. •{': ! ��. 463./3.55 �• : LOT' 2 \ -Z.d o ' I ......................... ....... _ .............. N ........................... , ......... LOT I � , . m LOT 4 � �.;; 2`�(0.14 � �. ;.• ... . . .... . .. . ,J ,. `` '� .ram .: (� I ; lJ; hN .� • •\• • '' I 1 Li „� ; I I ;i N 0IQ ti 3 p A� . .. .. . . .. :.:... \\ ..................: ......... , AL . .. nl PJ9 -3-t5 _ a �ooAREN SP 431-79:-80022690/3 ..... ......... 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L •A 19 4 � I rd \V 3 0 2 35— t 1 f3 9 - �� ) O . / Z 3 3 1 . a� 9 — —� �— i i 1 I I A• a JOs4il.j Cr. /Jr P.l.N.-jr � IRRIGATION LEGEND SYMBOL DESCRIPTION 00 op CEO �ooG�G'O ID ❑ a [so A \.Ahokeke ik 0�X� ■ IT] SPRINKLER, TORO 570Z-12P-COM 15-PC Q, T, H, TT, TO, F SPRINKLER, TORO 570Z-12P-COM 12-PC Q, T, H, TT, TO, F SPRINKLER, TORO 570Z-12P-COM 10-PC Q, T, H, TT, TO, F SPRINKLER, TORO 570Z- , 2P-COM 8-PC Q, T, H, TT, TQ, F SPRINKLER, TORO 570Z-12P-COM 4-EST-PC, 4-SST-PC, 4S-SST-PC SPRINKLER, TORO 570Z-12P-COM V-15 ADJUSTABLE ARC NOZZLE SPRINKLER, TORO 570Z-12P-COM 5-PC Q, T, H, TT, TO SPRINKLER, TORO 570Z-4P-COM 15-PC Q, T, H, TT, TQ, F SPRINKLER, TORO 570Z-4P-CCV 12-PC Q, T, H, TT, TQ, F SPRINKLER, TORO 570Z-4P-COM 10-PC Q, T, H. TT, TO, F SPRINKLER, TORO 570Z-6P-COM 8-PC Q, T, H, TT, TO, F SPRINKLER, TORO 570Z-4P 4-EST-PC, 4-SST-PC, 4S-SST-PC SPRINKLER, TORO 570Z-4P-COM V-15 ADJUSTABLE ARC NOZZLE SPRINKLER, TORO 570Z-6P-COM 5-PC Q. T, H, TT, TO WEATHERMATIC 11000CR SERIES ELECTRIC REMOTE CONTROL VALVE PLASTIC -- SIZE AS INDICATED ON DRAWING. VALVE DETAIL ---ZONE NUMBER GPM VALVE SIZE MAINLINE BALL VALVE--BRASS--SIZE TO MATCH MAINLINE SIZE POINT OF CONNECTION M 2" IRRIGATION WATER METER --SEE CIVIL DRAWINGS 2" FEBCO 805Y DOUBLE CHECK VALVE ASSEMBLY BUCKNER 3/4" QUICK COUPLER VALVE--QB33-LRC-07 2" WEATHERMATIC 8200CR BRASS MASTER VALVE 2" RAIN MASTER FLOW SENSOR FS-200 BUCKNER 3/4" QUICK COUPLER VALVE--30-ALT-RCL RAINMASTER HAWK SERIES SOLID STATE CONTROLLER-- 18 STATIONS INPUT REQUIRED: 120 VOLT AC 60 HZ. OUTPUT: 24 VOLT AC, 60 HZ, 2 AMP. UL LISTED AND TESTEb. MAINLINE--2" SCH. 40 PVC LATERAL LINE --CLASS 200 PVC --SIZE AS NOTED ON DRAWING GPM .85, 1 .1 , 1 .65, 2.2, 2.6, 3.6 .5, .72, 1.09, 1.45, 1.55, 2.19 .4, .52, .71 , .97, 1 .04, 1.49 .24, .3, .5, .7, .76, 1 .45, .9, .55 VARIES .09, .12, .19, .25, .29 .85, 1 .1 , 1 .65, 2.2, 2.6, 3.6 .5, .72, '.09, 1 .45, 1 .55, 2.19 .4, .52, .71 , 97, 1 .04, 1.49 .2 4, .3, .5, .7, .76. 1 .45, .9, .55 VARIES .09, .12, .19, .25, .29 SLEEVING--SCHEDULE 40 PVC --MIN. 2X DIAMETER OF INTERIOR PIPE MINIMUM SLEEVE SIZE 2". DEPTH OF COVER OVER ALL SLEEVING UNDER ROADWAYS UNDER HARDSCAPES (ROADWAYS, DRIVEWAYS & SIDEWALKS) INDICATED IN SPECIFICATIONS. SW 19TH GENERAL NOTES STREET 1. PRIOR TO THE COMMENCEMENT OF WORK, CONTRACTOR MUST VERIFY A MINIMUM OF 75 LBS. (PSI) STATIC WATER PRESSURE AT EACH POINT OF CONNECTION. NOTIFY ARCHITECT OF ANY DISCREPANCY. 2. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL UTILITIES ENCOUNTERED THROUGH THE SCOPE OF HIS WORK. 3. ALL DRAWINGS ARE DIAGRAMMATIC. FIELD VARIANCES MAY OCCUR. NOTIFY ARCHITECT IMMEDIATELY. 4. MAINLINE LAYOUT IS DIAGRAMMATIC. IT HAS BEEN SHOWN IN HARDSCAPE FOR PURPOSE OF CLARITY. 5. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY SLEEVING UNDER HARDSCAPES, I.E. ROADS, SIDEWALKS, ETC., WHETHER SPECIFICALLY INDICATED ON THE DRAWINGS OR NOT. SLEEVING SHOULD EXTEND 6" BEYOND HARDSCAPE EDGES. 6. LOCATE PIPE NEAR PERMANENT STRUCTURES WHERE POSSIBLE, I.E. ALONG EDGES OF SIDEWALKS, ETC. LEAVE PIPE SIZING FACE UP IN TRENCH TO FACILITATE REPAIR. 7. ALL UNSIZED TERMINAL LATERAL LINES ARE 3/4" PIPE. 8. SPRINKLER HEADS IN PLANTING AREAS SHOULD BE A MAXIMUM OF 4" FROM HARDSCAPE EDGES. 9. SPRINKLER HEADS IN LAWN AREAS SHOULD BE 2" FROM HARDSCAPE EDGES. 10. IRRIGATION CONTRACTOR IS RESPONSIBLE TO FINE TUNE ALL NOZZLES ON SITE TO INSURE COVERAGE AND PREVENT OVERSPRAY. 11. VERIFY CONTROLLER LOCATION IN ELECTRICAL ROOM WITH ARCHITECT. 12. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR WINTERIZATION OF SYSTEM. SYSTEM MUST BE WINTERIZED BY BLOWING OUT WITH COMPRESSED AIR. 13. PIPING MAY BE INSTALLED IN A COMMON TRENCH. ALLOW A MINIMUM OF FOUR (4") INCHES BETWEEN PARALLEL PIPE LINES. LOCATE TRENCHES TO AVOID CONFLICT WITH INSTALLATION OF TREES & SHRUBS. 14. INSTALL MANUAL DRAIN VALVES ON MAINLINE IN LOW POINTS TO FACILITATE DRAINAGE FOR FUTURE REPAIRS, MINIMUM OF TWO (2) DRAIN VALVES PER MAINLINE LOOP. 15. COORDINATE INSTALLATION LOCATION OF GLEN HILTON MINI CLIK II RAIN GAUGE WITH ARCHITECT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 16. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN IN THE PLANS AND IN ACCORDANCE WITH THE CRITERIA AND STANDARDS OF THE LANDSCAPE TECHNICAL MANUAL AND OTHER ACCEPTABLE STANDARDS AS OF THE APPROVED DATE OF THESE PLANS. RRIOATION PLAN Scale: I" = 20' - 0" 10 O IO 20 50 FT. JOHNSON BRAUND DESIGN GROUP, INC. ARCHITECTURE LANDSCAPE ARCHITECTURE AND PLANNING ■ 130 ANDOVER PARK EAST SUITE 301 SEATTLE, WA 98188 TEL 206 431 7960 FAX 206 431 7960 STATE OF WASHINGTON RE ISTERED j A,141)S AFTI i MELVII R. E A Sig CERTIFICATE NO.398 0 0 cc co o CC O o u 00 vJ ~ H ~ co _ Zoo wC) N4 vJ o ~ C:�jN ? 2 Z� w -J z Q woo a n �o 0 U Zp0 o0 _ ILI) Q ooZwwm ar LL LL V I S U ft-oft z �3 zo? CC CL Z 0 Q C^ ILL)p w� IRRIGATION PLAN FILE NAME 829-IRRI PROJECT #9829 DRAWN BY DFI ISSUE DATE 30-2000 REVISION 2L SITE CHANGES L I • 2 CONSTRUCTION SET 7 9fi 00 1.5 - 2 11MES ROOT BALL DIAMETER • USE THREE GUY WIRES PER TREE EVENLY SPACED AROUND BASE OF TREE. • FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES • PLANT TREE 1/2- HIGHER THAN DEPTH GROWN AT NURSERY. GUYING APPARATUS: 1/2- NEW VINYL TUBING 14 GAUGE GALS. WIRE SAFETY FLAGGING ON GUY WIRES AS SHOWN. MIN. 2• DEPTH MEDIUM BARK MULCH PLANTING BACKFILL MIX 4- WATERING BASIN SURROUNDING TREE 2X2 DOUGLAS FIR STAKE DRIVE INTO UNDISTURBED SUBGRADE FINISH GRADE �rl—I PULL BURLAP OFF TOP 1 /3 II III EVERGREEN TREE PLANTING STAKING DETAIL NOT TO SCALE OF ROOTBALL 11\=SCARIFY PLANTING -III=1 PIT WALLS �I 1— SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX EXISTING SUBGRADE DR-L uuwr_ 1 GIC TREE PLANTING 2 STAKING DETAIL NOT TO SCALE • TREE STAKES TO BE VERTICAL, PARALLEL, EVEN -TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES PLANT TREE 1/2- HIGHER THAN DEPTH GROWN AT NURSERY. GUYING APPARATUS: VINYL HOSING 142GAUGE GALV. WIRE 8 FOOT, 3- ROUND BVC LODGEPOLE PINE STAKES, 3 PER TREE 2- DEPTH MEDIUM BARK MULCH 4' WATERING BASIN SURROUNDING TREE FINISH GRADE PULL BURLAP OFF TOP 1/3 OF ROOTBALL PLANTING BACKFILL MIX EXISTING SUBGRADE SCAPLANTING PIT WALLS SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX LANDSCAPE PLAN Scale: I" = 20' - 0" W=7%=7"�7 10 O 10 :20 50 FT. *PLANT SHRUB 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. . FERTILIZE ALL PLANTS WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES 3 SHRUB NOT TO SCALE PLANT SCHEDULE QUANTITY SYMBOL BOTANICAL NAME 34 17 5 8 21 MA 47 19 40 49 17 336 27 83 124 195 35 19 5 6 3 18 5 24 16 18 Trees: COMMON NAME SIZE COMMENTS U.--Acer circinatum Vine Maple 8' Ht. Min. B&B, 3 TRUNK MIN., WELL BRANCHED SPECIMEN QUALITY Acer palmatum 'Bloodgood' Bloodgood Japanese Maple 2" Cal. B&B B&B, SYMMETRICAL, WELL BRANCHED SPECIMEN QUALITY cer rubrum Red Maple 2 1/2" Cal. B&B B&B, SYMMETRICAL, WELL BRANCHED Cercidiphyllum japonicum Katsura Tree 2" Cal. B&B B&B, MULTI TRUNK, SYMMETRICAL, WELL BRANCHED Cercidiphyllum japonicum Katsura Tree 3" Cal. B&B B&B, MULTI TRUNK, SYMMETRICAL, WELL BRANCHED + Cercis canadensis 'Forest Pansy' Forest Pansy Redbud 5' Ht. B&B B&B, SYMMETRICAL, WELL BRANCHED SPECIMEN QUALITY Cercis canadensis 'Forest Pansy' Forest Pansy Redbud 8' Ht. B&B B&B, SYMMETRICAL, WELL BRANCHED SPECIMEN QUALITY + Fraxinus oxycarpa 'Flame' Flame Ash 2 1/2" Cal. B&B B&B, SYMMETRICAL, WELL BRANCHED Magnolia stellata 'Royal Star' Royal Star Magnolia 5' - 6' Ht. B&B B&B, SYMMETRICAL, WELL BRANCHED SPECIMEN QUALITY --,_ Pinus contorta Shore Pine 8' - 10' Ht. Min. B&13 B&B, SYMMETRICAL, WELL BRANCHED ' Prunes serrulata ' Shirotae' Shirotae Flowering Cherry 2" Cal. B&B B&B, SYMMETRICAL, WELL BRANCHED SPECIMEN QUALITY Thuja plicata Western Red Cedar 10' Ht. Min. B&B, SYMMETRICAL, BRANCHED TO GROUND �J 56 44 15 wee 43 14 323 34 94 149 168 . 000 ,6j, . ii00 0000 . 000 - s:sa -� 000 M - "0 N i •4"'w c°o°o°o°o°oAIR AU o cvvv HA �, / HS is PT Shrubs - Arbutus undo 'Com acta' Compact Strawberry Tree 5 Gal. 36" Min. Ht. 4' o.c. DENSELY BRANCHED, SYMMETRICAL Euon mus alata 'Com acta' Compact Winged Euon mous 5 Gal. 36" Min. Ht. 4' o.c. DENSELY BRANCHED SYMMETRICAL Mahonia aguifolium Oregon Grope 5 Gal. 36" Min. Ht. 3' o.c. DENSELY BRANCHED SYMMETRICAL Pieris japonica var. akushimanum 'Cavatine' Pieris 5 Gal. 36" Min. Ht. 4' o.c. DENSELY BRANCHED, SYMMETRICAL Pinus mugo 'M o' Mugo Pine 5 Gal. 3' O.C. DENSELY BRANCHED, SYMMETRICAL Prunes lusitanica Portu of Laurel 5 Gal. 36" Min. Ht. 4' o.c. DENSELY BRANCHED, SYMMETRICAL Rhododendron 'Dora Amateis' Dora Amateis' Rhododendron 2 Gal., 12" Ht. Min. 3' o.c. DENSELY BRANCHED, SYMMETRICAL Rhododendron 'Comer Waterer' Comer Waterer Rhododendron 5 Gal., 24" Ht. Min. 4' o.c. DENSELY BRANCHED, SYMMETRICAL Sarcococca con usa Fragrant Sarcococco 2 Gal., 15" Ht. Min. 3' o.c. DENSELY BRANCHED, SYMMETRICAL Vaccinum ovatum Evergreen Huckleberry 5 Gal., 24" Ht. Min. 5' o.c. DENSELY BRANCHED, SYMMETRICAL Viburnum davidii David's Viburnum 3 Gal., 18" Ht. Min. 3' o.c. DENSELY BRANCHED, SYMMETRICAL Groundcover: A •u a re tans 'Bur and Clow' Carpet Bugle 1 Gal. 18" o.c. DENSE FOLIAGE ROOT -BOUND POT uva-ursi Arctos,Mass aphylosMassachusetts' 'Massachusetts' Kinnikinnick 1 Gal. 18" a.c. (4) 6" LENGTH MIN. RUNNERS, ROOT -BOUND POT Helleborus argutifolius Corsican Hellebore 2 Gal. 18" o.c. SPECIMEN QUALITY, ROOT -BOUND POT Hemerocallis 'Stella de Oro' Stella de Oro Daylily 1 Gal. 12" o.c. SPECIMEN QUALITY, ROOT -BOUND POT Iberis sem ervirens Candytuft 1 Gal. 12" o.c. DENSE FOLIAGE ROOT -BOUND POT Pachysandra terminalis Pachysandra 1 Gal. 12" o.c. DENSE FOLIAGE, ROOT -BOUND POT, 6" HT. MIN. Seasonal Annuals 6" pot 8" o.c. SPECIMEN QUALITY ROOT -BOUND POT Sod GENERAL NOTES 1. ALL WORK SHALL BE UNDER THE SUPERVISION OF A QUALIFIED FOREMAN AND SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOC. OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, 1986. 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE LANDSCAPE CONTRACTOR. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND WEED ROOTS. 5. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. 6. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. 7. FINAL STREET TREE LOCATION SUBJECT TO COORDINATION WITH UTILITIES. 8. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. 9. ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON THE PLAN WITH A HATCH PATTERN. SEE PLANT LIST FOR PLANT TYPE, SIZE, AND SPACING. 10. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT. 11. PLANT COUNTS ALONG NORTH PROPERTY LINE REPRESENT ONLY THOSE PLANTS WITHIN THE SPRINGHILL SUITES PROPERTY. ADDITIONAL PLANTINGS DRAWN BUT NOT INCLUDED IN THE PLANT COUNT ARE PART OF THE TOWNPLACE SUITES PROJECT. 12. REFER TO PLANT SIZE NOTATIONS ADJACENT TO TREES FOR LARGER MATERIAL CALLOUTS. PLANTING REVISIONS/ UPGRADES 6/28/00 (M.S.) A, 49 WATERING BASIN SURROUNDING PLAIT FINISH GRADE REMOVE BURLAP FROM TOP 1 /3 OF ROOTBALL LIGHTLY SCARIFY ROOTBALL OF CONTAINER -GROWN PLANTS. PRIOR TO BACKFIWNG PLANTING BACKFILL SCARIFY PLANTING PIT WALLS EXISTING SUBGRADE SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX PLANTING DETAIL GROUNDCOVER PLAIT. SEE PLANT UST 2- DEPTH MEDIUM BARK MULCH AmeAgAva Ammomaek Aw�f TOPSOIL DEPTH AND _ _ TYPE AS SPECIFIED I�—�,ITI EXISTING SUBGRADE OAL ANCE T 4. GROUNDCOVER NOT TO SCALE GROUNDCOVER PLANT SPACING AS INDIIATED ON PLANT UST (TYPICAL) h� �IW A;-,y 1 l PLANTING DETAIL ° JOHNSON BRAUND DESIGN GROUP, INC. ARCHITECTURE LANDSCAPE ARCHITECTURE AND PLANNING 130 ANDOVER PARK EAST SUITE 301 SEATTLE, WA 98188 TEL 206 431 7960 FAX 206 431 7960 o 0 0 0 1 I cc 00 o O ` 00 9 00 ^ C J, U w 4 y 00 J QC �< V O O WON Q J JJ =�2 �I z W 1= Rn O — F8o Z � W _ c/) P �C9� O O z 8! L 3 QQ W i-r v cc o �3 W U N iF LANDSCAPE PLAN & PLANT SCHEDULE FILE NAME L1-1-829 PROJECT #9829 DRAWN BY mmw ISSUE DATE 6-1-99 REVISION& CONSTRUCTION SET 7.28.99 D7 +0F 0. 10' UTILITY EASEMENT PER REC NO. 8707281846 REPLACED REC. NO. imimar -� �---20' UTILITY EASEMENT ---------------r -r-------- ir — F�-�it -f �t AT - U L L — CJ �F------------- 5 REC. � NO. 00; 169002 t%%Ai w /'\TI I f-%Tr-%rrT (-,TRFFT STREET LIGHT i JOHNSON BRAUND DESIGN GROUP, INC. ■ ARCHITECTURE LANDSCAPE ARCHITECTURE AND PLANNING ■ 130 ANDOVER PARK EAST SUITE 301 SEATTLE, WA 98188 TEL 206 431 7960 FAX 206 248 6589 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MELVIN R. EASTER CERTIFICATE 140.398 Lf— � 2 lei a 0 Q ro ED uJ moll^ � n n nVn �n v U Z O o — Lr) J � Q z o� JO ZmN �0O Q nnn 0 ZQU N vQ 3 Fr CD w Poz o z <ritQn Qo w 0 o w 0 CONTEXT SITE PLAN FILE NAME CONTEXT PROJECT #9829 DRAWN BY Tnel ISSUE DATE 7-20-98 REVISION _ cpg?-I1�,SW <I n I o MONUMENT N SIGN tONCRETE �IDEWALK (TYP) 48' i N FM -CL N -- D2 — - — —_ MONUMENT 1 SIGN ' L -- 23 1 —1 - � S TE STATISTICS SIDEWALK (TYP) E M E R PROPOSED LOT LINE L _ I _ — _ _ _ _ _ ACCESS SITE AREA: 2.57 ACRES --r- I r-- LLLL LLLL GUEST ROOMS: 120 ROOMS -LLLLLLLLL LLLL - - _ �" �— — - SETBACKS: FRONT - 20 % LLLLLLLL L I SIDES & REAR — O o ° �, C ---- -0 IMPERVIOUS AREA: 70,702 S.F. C C C C CLI C C C I C C � TRASH __ -- I I u' 1 LANDSCAPE AREA: 41 )247 S.F. 8 6 —— AS ► iALT--C N I PAVING (TYP\1 9' I I C I — — I --t BU�D:NG ANALYSIS: C 1 CD C —�- -- / 1 st FLOOR 15,914 S.F. C 2nd FLOOR 15,800 S.F. - 3rd FLOOR 15,800 S.F. _ C 4th FLOOR 15,800 S.F. SUN DECK — — — _N CONCRETE C ' 63,314 S.F. SIDEWALK (TYP) C — _ PARKING EASEMENT / i I I C i 1 55' i 1 C FAIRFIEL/D/�//SUITES l 24' 4 STORY — 120 ROO s I ' I IC co / -00 ---rj C 1 L J �' C N / � � 1 1 C ; N 6'. C i I i I I C 1 8' 5' C ACCESSIBLE ASPHALT — PARKING f I PAVING TYP C --- --- - 35 YL.Oiv !sI40 ------------- - -- I N 89*48'35" E 425.02' - — — STREET STREET LIGHT LIGHT S W 19TH STREET STREET GHT 11 t"FN SITE PLAN Scale: 1" = 20' - 0" 10 0 10 20 50 FT. PARKING ANAI___YS S REQUIRED- 120 STALLS (1 PER ROOM) 8 STALLS (2 PER 3 EMPLOYEES) 128 STALLS TOTAL PROVIDED: 39 COMPACT STALLS (30%) 5 ACCESSIBLE STALLS 84 STANDARD STALLS 128 TOTAL STALLS CITY UP F.�: , JUL 21 JOHNSON BRAUND DESIGN GROUP, INC. 0 ARCHITECTURE LANDSCAPE ARCHITECTURE AND PLANNING 130 ANDOVER PARK EAST SUITE 301 SEATTLE, WA 98188 TEL 206 431 7960 FAX 206 248 6589 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MECAN R. EASTER CERTIFICATE N0.398 ■ vl- O � 0 luti Q � r7 00 --, � v � Zo o -� r7 �l Zo � JO F— Z mN p wmQ n„ n � Z QU o Z =Q � N o �; Q Qo � W � �O PRELIMINARY SITE PLAN FILE NAME 825SITE PROJECT #9825 DRAWN BY rjf ISSUE DATE 7-20-98 REVISION ))5 STREET LIGHT JI7CCI LIGHT Sw 19TH STREET PLANT SCHEDULE SYMBOL BOTANICAL NAME DECIDUOUS LARGE TREES COMMON NAME SIZE ACER RUBRUM RED MAPLE FRAXINUS OXYCARPA 'FLAME' FLAME ASH DECIDUOUS SMALL/MEDIUM ACCENT TREES 2" CAL. 2" CAL. ACER CIRCINATUM VINE MAPLE 6'-8' HT. MIN ACER PALMATUM 'BLOODGOOD' BLOODGOOD JAPANESE MAPLE 1-3/4" CAL. CERCIDIPHYLLUM JAPONICUM KATSURA TREE 1-1/2" CAL PARROTIA PERSICA PERSIAN PARROTIA 1-1/2' CAL PRUNUS SERRULATA 'SHIROTAE' SHIROTAE FLOWERING CHERRY 1-1/2" CAL CONIFEROUS TREES COMMENTS B & B, SYMMETRICAL, WELL BRANCHED B & B, MULTI -TRUNK, WELL BRANCHED B&B, 3 TRUNK MIN., WELL BRANCHED SPECIMEN Q B&B, SYMMETRICAL, WELL BRANCHED SPECIMEN QU B&B, MULTI -TRUNK, SYMMETRICAL, WELL BRANCHED B&B OR CONT., SPECIMEN QUALITY B&B, WELL -BRANCHED THUJA PLICATA WESTERN RED CEDAR 8' HT. MIN. B&B, SYMMETRICAL, BRANCHED TO GROUND TSUGA CANADENSIS CANADIAN HEMLOCK 8' HT. MIN. B&B, SYMMETRICAL, BRANCHED TO GROUND LARGE SHRUBS ARBUTUS UNEDO 'COMPACTA' COMPACT STRAWBERRY TREE 5 GAL., 36" HT, MIN. DENSELY BRANCHED, SYMMETRICAL EUONYMUS ALATA 'COMPACTA' COMPACT WINGED EUONYMUS 5 GAL., 36" MIN. HT. DENSELY BRANCHED, SYMMETRICAL HAMAMELIS MOLLIS CHINESE WITCH HAZEL 5 GAL., 36" MIN. HT. DENSELY BRANCHED, SYMMETRICAL PRUNUS LUSITANICA PORTUGAL LAUREL 5 GAL., 36" MIN. HT. DENSELY BRANCHED, SYMMETRICAL VACCINUM OVATUM EVERGREEN HUCKLEBERRY 5 GAL., 24" MIN. HT. DENSELY BRANCHED, SYMMETRICAL SMALL SHRUBS ILEX CRENATA 'HELLERI' DWARF JAPANESE HOLLY 2 GAL., 12" HT. MIN. DENSELY BRANCHED, SYMMETRICAL RHAPIOLEPIS INDICA 'PINK CLOUD' PINK INDIA HAWTHORN 3 GAL., 18" HT. MIN. DENSELY BRANCHED, SYMMETRICAL SARCOCOCCA CONFUSA FRAGRANT SARCOCOCCA 2 GAL., 15" HT. MIN. DENSELY BRANCHED, SYMMETRICAL VIBURNUM DAVIDII DAVID VIBURNUM 3 GAL., 18" HT. MIN. DENSELY BRANCHED, SYMMETRICAL AJUGA REPTANS 'BURGUNDY GLOW' CARPET BUGLE ARCTOSTAPHYLOS UVA-URS1 KINNIKINNICK GAULTHERIA SHALLON SALAL HEUCHERA SANGUINEA CORAL BELLS RUBUS CALYCINOIDES BRAMBLE LAWN NATURAL LANDSCAPING ••SEE LANDSCAPE NOTE BELOW 4" POT 0 18" O.C. DENSE FOLIAGE, ROOT -BOUND POT 4" POT 0 18" O.C. (4) 6" LENGTH MIN. RUNNERS, ROOT -BOUND POT 1 GAL., 0 24" O.C. DENSE FOLIAGE, 6" HT. MIN., ROOT -BOUND POT 1 GAL. ® 24" O.C. DENSE FOLIAGE, 6" HT. MIN. 4" POT ® 18" O.C. (3) 6" LENGTH MIN. RUNNERS, ROOT -BOUND POT TOTAL LANDSCAPE AREA: TOTAL LANDSCAPE AREA: 41,247 S.F. *TOTAL NATURAL LANDSCAPE: 5,965 S.F., 2.6% OF TOTAL SITE AREA *THE NATURAL LANDSCAPE TOTAL WILL BE USED JOINTLY IN THE TOWNPLACE SUITES AND FAIRFIELD SUITES PROJECTS. THE COMBINED SITE AREA OF BOTH THESE PROJECTS IS 239,580 S.F. TOTAL PARKING LOT AREA: 38,582 S.F. PARKING LOT LANDSCAPING REQUIRED: 1,929 SF (5.0%) PARKING LOT LANDSCAPING PROVIDED: 1,985 SF (5.1 %) MON sicin LANDSCAPE PLAN Scale: 1 = 20' - 3" 10 0 ' C K 50 FT. JOHNSON BRAUND DESIGN GROUP, INC. ARCHITECTURE LANDSCAPE ARCHITECTURE AND PLANNING 130 ANDOVER PARK EAST SUITE 301 SEATTLE, WA 98188 TEL 206 431 7960 FAX 206 248 6589 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MELVIN R. EASTER CERTIFICATE NO.398 0 M I -- 00 U o Z `O po JO �n ZmN �J wma n „ n O z: w o Z = = o�Qz � 3 ��z z <�� o Qo fl� w PRELIMINARY LANDSCAPE PLAN FILE NAME LAND PROJECT #9825 DRAWN BY rjf ISSUE DATE 7-20-98 REVISION P2 NORTH � I a___________F� FIRST FLOOR PLAN SCALE: 3/32" = l'-O" -V-4 V f: , JOHNSON BRAUND DESIGN GROUP, INC. ■ ARCHITECTURE LANDSCAPE ARCHITECTURE AND PLANNING ■ 130 ANDOVER PARK EAST SUITE 301 SEATTLE, WA 98188 TEL 206 431 7960 FAX 206 431 7960 GREG L. ALLWINE, AIA MELVIN R. EASTER, ASLA ROBERT H, KLEVEN, AIR ■ 9-1 O 0 Q u 00 � v z0 0R. Z m cV w nnn O mu ZQU Z (= Z O N Q 3 wnz o Z o m r (n Q W w o FIRST FLOOR PLAN FILE NAME 9828PLNI PROJECT #9828 DRAWN BY JWH ISSUE DATE 7-20-98 REVISION P3 NORTH TYPICAL UPPER FLOOR PLAN SCALE: 3/32" = 1 ' -0" ci Ott ;3 JOHNSON BRAUND DESIGN GROUP, INC. ■ ARCHITECTURE LANDSCAPE ARCHITECTURE AND PLANNING ■ 130 ANDOVER PARK EAST SUITE 301 SEATTLE, WA 98188 TEL 206 431 7960 FAX 206 431 7960 GREG L. ALLWINE, AIA MELVIN R. EASTER, ASLA ROBERT H, KLEVEN, AIA ■ �1 .z 0 d O 0 C co ui qd- 00 ^ r- U o Z `O Q 0 JO ZmN Z�U nn n � Z Z Q p V) Q 3 °d oM o Z o a V) Q w 0 o TYPICAL UPPER FLOOR PLAN FILE NAME 9828PLN2 PROJECT #9828 DRAWN BY JWH ISSUE DATE 7-20-98 REVISION EIFS WALL SYSTEM COLOR: SOAPSTONE TTOM OF TRUSS I 4TH FL SUBFLOOR I SUBFLOOR A1ml-lael cc 1-1 O) TOP OF SLAB EIFS WALL SYSTEM - COLOR: PINK BEIGE 1 " V-JOINT IN EIFS SYSTEM EIFS WALL SYSTEM - COLOR: BONE WHITE CONTINUOUS RIDGE VENT EIFS WALL SYSTEM COLOR: SOAPSTONE IN ASPHALT SHINGLE ROOF COLOR: BLUE BANDS AND PILASTERS FROM - BUILT UP EIFS WALL SYSTEM COLOR: BONE WHITE INDIVIDUAL INTERNALLY k�l__YINATED BUILDING LETTERS EIFS WALL SYSTEM . COLOR: BONE WHITE 12"X12" BLUE ACCENT TILE 2X6 BLUE METAL RAKE BD. EIFS WALL SYSTEM COLOR: BONE WHI EIFS CHIMNEY ENCLOSURE 2X6 WHITE METAL RAKE BD. - 36" DIA. LOUVER COLOR: WHITE FM I I 1_1 I IL 00, 00 I i PA1171 CKAGED TERMINAL AIR EIFS WALL SYSTEM EIFS-BONE WHITE SOAPSTONE COLOR: PINK BEIGE EIFS WALL SYSTEM CONDITIONING UNIT COLOR: PINK BEIGE 1' V-JOINT IN EIFS SYSTEM BONE WHITE HEADERS AT 1ST. FL. WINDOWS SOUTH ELEVATION SCALE: 3/32" = 1'-O" 12 6 ASPHALT SHINGLE ROOF COLOR: BLUE EIFS WALL SYSTEM COLOR: BONE WHITE - EIFS WALL SYSTEM COLOR: SOAPSTONE — EIFS WALL SYSTEM COLOR: PINK BEIGE - INDIVIDUAL EXTERNALLY ILLUMINATED BUILDING LETTERS ALUMINUM GUTTER & DOWNSPOUT COLOR: BONE WHITE EIFS WALL SYSTEM COLOR: BONE WHITE EIFS BAND SYSTEM COLOR: BONE WHITE - EIFS WALL SYSTEM COLOR: BONE WHITE PREFINISHED METAL ROOF COLOR: BLUE �• a EIFS WALL SYSTEM — COLOR: SOAPSTONE PREFINISHED METAL ROOF — COLOR: BLUE EIFS WALL SYSTEM COLOR: BONE WHITE �m. 0 v EIFS WALL SYSTEM COLOR: PINK BEIGE CARD READER CONTINUOUS RIDGE VENT 1�1 EIFS WALL SYSTEM COLOR: SOAPSTONE BOTTOM OF TRUSS EIFS WALL SYSTEM COLOR: PINK BEIGE °' � 4TH FL SUBFLOOR o U m a - E'FS WALL SYSTEM COLOR: SOAPSTONE Q,aw i 3RD FL SUBFLOOR rh 0 z — 0 J m 21�D FL SUBF'� F_ j] I I 1ST FLOOR 1 " V---. IN E � S. TYP. ALUMINUM GUTTER AND DOWNSPOUT COLOR: BONE WHITE uw �Ci [" `;E= EIFS SOAPSTONE EIFS WALL SYSTEM COLOR: BONE WHITE EIFS WALL SYSTEM COLOR: PNIK BEIGE JOHNSON BRAUND DESIGN GROUP, INC. ARCHITECTURE LANDSCAPE ARCHITECTURE AND PLANNING 130 ANDOVER PARK EAST SUITE 301 SEATTLE, WA 98188 TEL 206 431 7960 FAX 206 431 7960 GREG L. ALLWINE, AIA MELVIN R. EASTER, ASLA ROBERT H. KLEVEN, AIR Ti i O 0 luti Q � n M I In 00 ^ Un nVn U Z CD U-) M ar Z _et U�o Z M CN O WmQ n„ n Z ZaU = z (o 11 it Q O L Q 3 �oQZ OO ri< Q w w 0 o EXTERIOR ELEVATIONS FILE NAME 982BELEV PROJECT #9828 DRAWN BY JWH ISSUE DATE 7-20-98 REVISION EAST ELEVA TION SCALE: 3/32" = 1'-O" ALUMINUM GUTTER & DOWNSPOUT COLOR: BONE WHITE !llIAITIAII In1 IC ol(1nC \/CKIT EIFS WALL SYSTEM COLOR: SOAPSTONE COLOR: PINK BEIGE INDIVIDUAL INTERNALLY ILLUMINATED BUILDING LETTERS EIFS WALL SYSTEM — I V—JlJI1V 1 114 EIFS 12"X12" BLUE ACCENT TILE EIFS SOAPSTONE EIFS WALL SYSTEM NOR TH ELEVA TION SCALE: 3/32" = V-0" Ilmmu mt-MuL t WES T ELE VA TION SCALE: 3/32" = 1'-O" 2X6 WHITE METAL RAKE BD. EIFS WALL SYSTEM COLOR: PINK BEIGE 1 " V-JOINT IN EIFS SYSTEM UAL EXTERNALLY BATED BUILDING LETTERS ISHED METAL ROOF BLUE EIFS WALL SYSTEM COLOR: BONE WHITE -S WALL SYSTEM )LOR: SOAPSTONE S WALL SYSTEM LOR: PINK BEIGE JOHNSON BRAUND DESIGN GROUP, INC. ■ ARCHITECTURE LANDSCAPE ARCHITECTURE AND PLANNING ■ 130 ANDOVER PARK EAST SUITE 301 SEATTLE, WA 98188 TEL 206 431 7960 FAX 206 431 7960 GREG L. ALLWINE, AIA MELVIN R. EASTER, ASLA ROBERT H. KLEVEN, AIA ■ O Q � co v r7 I u moo ^ UU � nnn Z o O — Lo M � JO Z mN w n O CDn�, M ZQU � Z (= Z O N Q 3 oM Z z M n tv) QO W w 0 O O EXTERIOR ELEVA TIONS FILE NAME 982BELEV PROJECT #9828 DRAWN BY JWH ISSUE DATE 7-20-98 REVISION P6 VAHK - NO. I 131 Q K66N*w P/pr RU55AK35 R R CO, 44 _ 5 G7- INVESTMENT Co. U'-Pj y CO j17 1, 58 Ac. l 21. 10 A[- (2) 74. 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This map is copyrighted or"ntrion is n boMform LEGEND EOO W I Counr� Tax Lot No 07 House Number In whole SCALE 1 INCH � 200 FEET hill, or in part Or transtering COPYrig it 1997. Kroll Map Company. and come into digitsi -0m, is Prohibited try aw. "" Rowoducnon Private Road Inc. - SeaMs, Was Washington. All rights -*served. Appro.x Stories r Short Plat S P 178144 61 03'/4 —1 O Z z Z 3W ^ a Q ar) V) V / CL CL CL z cri O O D o = cj) z s Q w cr w q: O 0 m U- 0 rl A U a N o M rr a Q a O O E O L Q U - r �w �c: �o c �E Q U -Q) �E N E • of �N C a c 3 t a w o m � a- 0 zj J d QQ 0 �_ o O m M m o � w w Z c� Z x O n d Q W Q X m Z O L0 W LEGEND: PROPOSED TYPE II CATCH BASIN O PROPOSED TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN EXISTING TYPE I CATCH BASIN LJ LJ PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE - - - - - - - - - - - PROPOSED SANITARY SEWER CLEANOUT PROPOSED SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE O PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATERMAIN ----------------------- EXISTING FIRE HYDRANT EXISTING WATER VALVE �Q PROPOSED WATERMAIN PROPOSED FIRE HYDRANT PROPOSED WATER VALVE H 23.2 PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS o0 x EXISTING CONTOURS 100 — - PROPOSED CONTOURS ------100------- PROPOSED PAVEMENT PROPOSED CONCRETE INDEX OF SHEETS: C1 OF 5 COVER SHEET C2 OF 5 PRELIMINARY GRADING AND ,TORM DRAINAGE PLAN C3 OF 5 PRELIMINARY SANITARY SEW': AND WATERMAIN EXTENSION FLAN C4 OF 5 CONSTRUCTION NOTES AND :.DETAILS C5 OF 5 WATERMAIN DETAILS Ci.iECKED FOR COM'UJANCE TO CITY STANDARDS BY Date z p BY Date Z Date File: P:ASDSKPROJ\6828\ENGINEERING\6828-01.DWG Date/Time: 07/17/1998 10:10 Scale: 1=40 mlke't Xrefs Z6828-T,Z6828-13,Z6828-S, FAIRFIELD SUITES A PORTION OF THE N.E. 1/4 OF THE S.W. 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SCALE: l'-40' NEW TOWNEPLACE SUITES FF = 22.0 1 1 I I I I I I I � J 331.48' CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. UTILITY CONFLICT NOTE: WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES CAUTION: PUBLIC LAND SURVEY OFFICE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH 1111 WASHINGTON STREET S.E. OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE P.O. BOX 47060 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. OLYMPIA, WASHINGTON 98504-7060 THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION. NO. I � �v I pY WAY S�U�N _ �. I_405 — SITE SW_ 19th W 9t S. ST PUGET DRL � - - SE Lj l J J Is w r o s p 0 N I Icn -.- VICINITY MAP NO SCALE LEGAL DISCRIPTION; PORTION OF LOTS 4 AND 5 OF CITY OF RENTON SHORT PLAT 022-85, RECORDED UNDER RECORDING NO. 8507169002, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. BENCHMARK: CITY MONUMENT NO. 1895, 2" BRASS DISC WITH A PUNCH MARK ON A 4"x 4" CONCRETE POST MONUMENT DOWN 0.45 FEET IN A CAST IRON MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF S.W. 16TH STREET AND LIND AVENUE S.W. ELEVATION - 25.70 BASIS OF BEARING: NAD 1983/91 AS REPORTED BY THE CITY OF RENTON TECHNICAL SERVICES DIVISION. VERTICAL DATUM: NAVD 1988 SITE DATA: 113,856 S.F. 2.61 ACRES CALL BEFORE YOU DIGS 1-800-424-5555 REVISION BY I APPR. I DATE IW LL CC z 00 oc O z 0 = © z Q 0 V / 0 z z cr z 'Q O mot' Q � U 0 O -� J W Z) 0 J W_ LL it Q LL z 0 z co z O z W IIr L/Ino~ W J cn CD LL) :�D Z > zft� O cn Z LJ LLJ % J Q C) Z Z Z Li >Q N N N I.1J g z r7 N 00 Z — 0O CLD 00 I I 2 Z Q � In 3:: N N ww Z C 0 Z ���� �. z— w > N �Ocan Z N N J� !'N ° K' Bq� �V 61 1�.� 0 z ui 9 25672 D � ��ss T E _ DNA L EXPIRES 00 CITY OF RENTON a C�1,EPAR_FMEN-F OF PUE3t_1 CITY OF F.0 : COVER SHEET jul 21 1�v3 p m DESIGNED BIDS . DATE 6 22 98 - FILE NO. O DRAWN MFB SCALE 1 "=40 - -_ FIELD BOOK PAGE CHECKED DKB -__ APPROVED - - �'� a (W .croR of Fueuc voRKs SHEET oF5 �C-I i 8, .S11) �..�1 V) CL CL CL I Z z o ; E T Ln Z Z Z 0 Z C W � fA Q = Wig �Q� z oc p Z �� LL w U a a� o C V) a Q o of Q U _ W nw n- h_I _ rn0 Ld a 7 E m I- \ E a �fJ m w 1c o •- � �z n Q OF 0 10 W 0 w Cif J U = z U Z � O i o V 1714 II a z o �o< Z J of L- of m m M! mil n 0 0 0 w W w U 2 Y O K N T U a VOI 0 � d d d n ti I , I I 1. 21.5 x 1=b(. 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CB, TYPE I © c° 21-5 I I RIM=19.87 p "-.......................... " ............. IE- 1i I I EX. CB, TYPE II-48 o°cTi cv L -X. `:.. SANITARY SE..ER EASEMENT qL RIM=21.50 S 1 IE=16.27 S c ,.,:21.4 .1 w X x_o,yN CB I I u IE=16.32 �18" 15 N� I I 1 II ` I i - 1 21 i7 I I I �- I I 22.5 1 NEW CONC, 8K)EWALK j h r :` , ; -- } --i - -- -- - --`� -{--- I I Ir I STD. NEW G8 - FY I EX. 1 PR I� III I DRAIN E EASEMENT II ° III ° � I riT'i i^,F RENTOP� � ��- _---•- ; � x'�' I , EASEMENT PER I I �� '• x1p I ; It REC. NO. 97107090558 I x _ u F.X.l,. �I l i..A.:1..Mk.:Yf................................................. .«... .......... . ••.. , II I i 1 ' 121.7 EX. 1,`; WA.TERh":A'J ... ..........._........... _..... ..._...._ s-1- - 2? 5 ��FI ;sz n�,' 22.5 I I I - = �I fig? I II i c F:A r=.M...NT ..:...f _ : E.S '2 � 1 NEW ASPHALT R1l�GE__#mlNT �o NEW BUILDING 1 0 I� I ' , . E _ ti, 1.9 I I EX. ILIGI I. 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(TO BE REMOVED o wlI X) I �° IE=16.08 18" E o° `III IE=16.69 �18".,91) I o�li�� �s21 L >:. TREEI i..I, i........ I I __ X. iNATE:i `'r�,. •: wl I wll o� %� Bq� wl K -----' f'---I�----�t--------------------------------------------6F- ------------------ - ----- �°----------- �� E WASH 0 EX. 60 SD I - - - �L J --------------------- ' II I I EX. 60" SD 60" SD pP` -- ------ f---------------}r----------------------------------------------- - -- - - - - -- ------------------------------------------------ -ir ___-_- -____ -- _-_ . _ _ �_._ __-- _ 1.11111 :.X. 8„ SS in � it �� � EX. CB TYPE I Ex. 8" SS .... STREET t ' •Y z Cnl I �t l J I I i :..: t.I:Jf' I EX. CB, TYPE II-48w EX. =M�'I RIM=19.84 1 EX, IF-= I f I I RIM=19.88 EX. IE=12.35 IE=12.88 (24" N) I I I IE=11.83 (12" S) IE=9.83 (60" E) II I IE=9.78 (60" W) I I I I I IE=9.74 (60 E) DEPARTMENT OF PUBLIC WORKS IE=9.70 60" W) PRELIMINARY GRADING AND JUL ` RECOMMENDED STORM DRAINAGE PLAN [�ECE FOR APPROVAL BY DESIGNED B_ DS._ DATE 6/22/98 FILE NO. DRAWN M BY CHECKED DKB SCALE 1"=20' FIELD BOOK PAGE BY NO, REVISION BY APPR. DATE APPROVED -_ _ DIRECTOR OF PUBLIC WORKS SHEET_, C2 OF O z it O W 0 / W 11% ei ilme: Cite: I =2U mlkeb X(eTS: 1,z D3,_0 _n,z V) ) I 0L OL IL Ir Z I W 3: a- W Z 0 Z 0 �Zz �z� cr) Q< Wcnz W LL >- Cc < � Qz°C U- 0 Q w w CL Z L_ 4-; 0 6i u Ckf fa- C) o- E LJ a_ 0)0 c: E m E cn E of c: N cgo Z-5 0 z V) z 0 CN tll z 0, Z tR ul vaim 9 I Ile SCALE: 1'-20' 11V i6l _Wd M I W I I M WiV igVv", At VFiVllpXvjWmamdVThmd 9 m a N89*37'1 9"E FY E J 11 p ........ ......... ............ c: lc� U); 'E=17.86 ('12" SW` ------------ "I NOO*24'28"W RAQ*4A.-is*F .331 4R' 96,811111", 116 II 1 II II u X i Sri u II EX, IGP -IT STI). 11 ! r p - ----- U EXOF RENTON . 22' CIT I oi IJTILITY EASEMENT PER REC. NO, 9707090558 EX. LI(3HT STD EX. WATER VALVE EX. 15' WATERMAIN EASEMENT EX. -CB, TYPE V) 04 u n !E= X E B, TYPE 11....4.8" RIM=21.50 0 IE=16,27 ('18" S) u IE=16.'z'2 '15" N) T"' _X. l.aUIITISTD. F" 11/2' DEDUCT CATIONEX, 22' CIT'f OF RENTON— I-, tER AND SERVICE X UTILIT'�f EASEMENT PER REC, NO. 9707/090558 P' ".V 4' DCAAESTIC LETER E.X. Ul"J"I'Y IFASE.MENI . ............ . ............... . ............... W* SSW .,j SERVICE T 61 BE !iVACATI ED . .................. NEW SSW EX. 15' WATERMAIN AFN 81�50716900` EASEMENT NL=w r as NEW BUILDING ui.:: X. 1 Do 1) 1 w +4- FF 22.5 Ii EX, ILIGHT S'l RELOCATED F" V) EX. SSCO EXFH EX. WATER VALVES (2) EX. WATER VALVE EX. 10° PRIVKHE............. ....................... ..................... DRAINAGE EASEME H (N C) L U) EX. CB, -:(PE 11-48" _.—EX. 1:88'.<40' WET VA:L)LT (D OT DO; M El = 10. 6 0 EX B, 36" DIAM. /RIM-21.01 EX FH STATIC W.S. EL= 1: 6.75 VAUJ ACCESS IE=15.85 (18" N) EX. 0' PRIVATE . . ........ z (TYP. OF 4) 1 IE=l 5 , _ I I EN�ENT EX. CB TYPE jL-:A5w.' 0 5.79 (24" E) DRAit' C.7E EAS' Lo TOP VAULT EL=18.10 RIM=21.07 Fq !E=15,86 (244" ?,q) _j LOT 3 E=15.80 (1" W V) II A (n NN II MEN L E 16.9, 0B" El 0 0 x z ... . ...... . .... ... f E X 4 SD ct) 04 STD. p �12 1 1 � ----------- o[ A EX. Vv 1, 4 EX. �SIREEI 11GH1 RIM=19.84' All, EX. 16" D.I. W L -------------------- ------------- __ 11 --1 IL.= 14, 14 Q 2',, y ------------------------------------------------------- ---------------------------------- ------------------------------ --- EX. 16" -D.I. -W ---------------------------- '25672 _7 01 1 E 1 4.2,� s T 1()NA L C B 48 EX. SSMH E D Irk j, .......... EX. WATER VALVES (2) C-13, rYPE EX� 24" DRAIN PIPET— RIM=19 78 TO BE ABANDGINED . ....... * .......... * F —EXPIRES 2 0 0 0 _j W cr) 0 I w LL LL cr) L-I C5 U > Dr- 0 (,r) z LJ :� U) Ld X ci- —i .cc 'z Lki Lli g :2 C14 Cv 00 .7Z (D & O 00 C,4 (D r- 00 Z: n� > E z Li Lj uJ < Ln C-4 d) cj Z & CD In Ln d) Z ?o Lli __j > CITY OF R ON 'ENT STCITY EX. IE='!! 1.9± ........ .52 - RIM= 1: 9.88 (24" N) EX, 118" SD IE.=15, 99 (N). r)IE iE= 12.50 (OU EX. IE= 12-35 8E)PER 11 IE=10.13 �8" ]E=10.11 W) S) (60- E'll !E=9.70 (60" W) EX. C'B, `P(PE I EX. FH RIM= 19.9312" JE=16.17 (12" N) 01)l cqDS 00 OF RENTON DEPARTMENT C::oF= PIIJE3111__IC WORKS :1.83 (12- S) IE=9.83 (60" E) IE=9,78 (60" �kj FECMNDW FOR APPROVAL BY BY PRELIMINARY SANITARY SEWER AND WATERMAIN EXTENSION PLAN z m 0 DESIGNED BDS__ DATE 6/22/98 FILE NO. DRAWN MFB CHECKED DKB SCALE 1 "=20' FIELD BOOK PAGE BY NO, REVISION BY APPR. DATE b Ed APPROVED DIRECTOR OF PUBLIC WORKS e3 5 SHEET r%oF INFERINS \6828PSW1.DWG Date /Time7-777-177-178 11:08 �cole: 1=20 mikeL Xrefs: 76828-T,76828-B,76828-S, �g CL � co Q 0 z ci u D O W z oc O m u- o D W z O U Q o o41 rr h� V) u), c_ n_ a a O Q O E E-4 � v Q U _ �w n l Q'c `./ c o �E ul MD E a Q'N C F� w m� Q o pp� ~ Q� S Z Z I - a Q as � X_ w p >Fy 0 `i z 3 W U p O = Z . U Z u N K Z O (n J O 'J � 0 4Uw a Z a '� u Cf)0 m m 3 m cn m i o o a > w Z Z Y O K (n Q3Q o w a UO V C II- Qf Q w a o X m z 0 LJ Ld STORMWATER DRAINAGE NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE- CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINi;',!NED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION' HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPER; -ION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C," WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVE&,i'ENT LEVEL. 13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL "uT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTV-NIT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST '!-_ET THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES/40 PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT FASSING; AND -2 INCHES ROCK/10 PERCENT TO 20 PERCENT PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO TIME CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF ',ENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/0, LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE S UARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ! ED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, f. ,u TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA. 2" COMPACTED DEPTH - CLASS 'B' A.C. PAVEMENT 4" COMPACTED DEPTH CRUSHED 7 ROCK BASE COURSE ouo ODUU o Uo 0 0 uu o`) cm� 00 ro0 0 00 0 °° ° °0 oY�o 0 0 0 0 °�o o Oo ° 00 00 0o 12" SUBGRADE COMPACTED TO 95% TYPICAL PAVING SECTION (ALTERNATIVE: 3" ATB W/2" CLASS 'B' A.C. PAVEMENT) NOT TO SCALE File: P:\SDSKPROJ\6828\ENGINEERING\6828-D1.DWG Date/Time: 07/13/1998 08:57 Scale: 1=1 mikeb Xrefs: Z6828-8, CONSTRUCTION NOTES AND DETAILS STORM DRAINAGE PIPE SPECIFICATIONS ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS OTHERWISE SPECIFIED IN THE PLANS. ALL PIPE JOINTS MUST BE GASKETED WATERTIGHT AND MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER AS SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER TO THE MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT LOADINGS). A. DUCTILE IRON - 4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CLASS 52 AND 16-INCH THROUGH 24-INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA STANDARD A-21.1 (AWWA C-51). ALL JOINTS SHALL BE PUSH -ON, MECHANICAL, OR FLANGED (6-INCH MINIMUM COVER). B. CONCRETE - 4 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE NON -REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS II). 21 INCH THROUGH 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-76 (2 FOOT MINIMUM COVER). C. PVC - 4 INCH THROUGH 18 INCH DIAMETER PIPE, WITH 24-INCH TO 36-INCH OF COVER SHALL BE IN ACCORDANCE WITH ASTM D3034 SDR 21. 4-INCH THROUGH 18-INCH DIAMETER PIPE, WITH ASTM D3034 SDR 35 SHALL HAVE 36-INCH MINIMUM COVER. ALL JOINTS SHALL BE PUSH -ON WITH RUBBER GASKETS. PVC STORM PIPE REQUIRES A.C. COLLARS (I.E., CATCH BASIN CONNECTION) OR KOR-N-SEAL CONCRETE BOOTS. D. HELICAL CORRUGATED PLAIN ALUMINUM PIPE (CMP) - 6 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. 21 INCH THROUGH 36 INCH DIAMETER PIPE SHALL BE 14 GAUGE WITH 2 1/3 INCH X 1/2 INCH CORRUGATIONS. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCH DIAMETER. ALL ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2.0-FOOT MINIMUM COVER). E. HELICAL CORRUGATED STEEL PIPE (RCMP) - 6 INCH THROUGH 36 INCH SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. ALL STEEL MATERIALS SHALL BE GALVANIZED AND ASPHALT TREATMENT 1 COATED. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCHES IN DIAMETER (2.0-FOOT MINIMUM COVER). F. CORRUGATED POLYETHELENE MEETING THE REQUIREMENTS OF AASHTO M-294, TYPE S. MINIMUM PIPE DIAMETER SHALL BE 8". MAXIMUM PIPE DIAMETER SHALL BE 36" OR THE DIAMETER FOR WHICH THE SUPPLIER HAS A JOINT CONFORMING TO ASTM D 3212, WHICHEVER IS LESS. JOINTS SHALL BE CLASSIFIED AS "WATERTIGHT". WATERTIGHT JOINTS SHALL BE MADE WITH A SLEEVE OR WITH A BELL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.8 PSI) USING ELASTOMERIC GASKETS CONFORMING TO ASTM F 477. GASKETED JOINTS SHALL BE LUBRICATED AS RECOMMENDED BY THE PRODUCER DURING INSTALLATION. "SOILTIGHT" JOINTS SHALL NOT BE PERMITTED. FITTINGS SHALL BE BLOW MOLDED, ROTATIONAL MOLDED, OR FACTORY WELDED. THERMOPLASTIC PIPE FITTINGS SHALL MEET THE REQUIREMENTS SET FORTH IN AASHTO M 294. 12" DIA FIBRE JOINT PACKING 2.00' 1 1/2" CLASS "B" ASPHALT CLASS "B" CEMENT CONCRETE `- SUBGRADE CLEANOUT NOTE: THIS DETAIL TO BE FOLLOWED FOR ALL CLEANOUTS LOCATED IN FLEXIBLE PAVEMENT AND UNPAVED AREAS. CLEANOUT BLOCKING DETAIL NOT TO SCALE CONCRETE CURB AND SIDEWALK NOT TO SCALE 9" 6" MIN 1" 7" 1" o4z- d v d° an ASPHALT EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE CONCRETE NHERE PLAN. FINISH GRADE SEAL JOINT PATCH SURFACING TO MEET AND MATCH EXISTING. MINIMUM SECTION TO BE SAWCUT PAV'T 3" A.C. PAV'T CL. B OVER 2 OUTSIDE OF 4" CRUSHED ROCK BASE TRENCH EDGES STRUCTURAL FILL MATERIAL COMPACTED TO 95% OF MAX. 000 0 000 o DENSITY O,00 O O O r o0 o CO 00 Iwo Ln z= n-w 0 ww V)a_ PIPING 000o 11-Ci0 J 000 000 C 00 O 00 0 O O O(_�OI MIN O' \//� SUBGRADE OR STRUCTURAL FILL MATERIAL COMPACTED TO 90% OF MAX. DENSITY GRAVEL BACKFILL FOR PIPE BEDDING COMPACTED TO 95% OF MAX. DENSITY NOTES: 1. PROVIDE 4" SAND BLANKET BEDDING FOR RIGID PIPE 2. ALL TESTING OF BACKFILL AND COMPACTION SHALL BE IN CONFORMANCE WITH ASTM D-1557 T-PATCH ROAD RESTORATION DETAIL NOT TO SCALE 24'-0" CRUSHED ROCK ACCESS ROAD 1 5'-0" 1 5'-0" 1 5'-0" 5'-0" 5'-0" 0 1 CV o I RECYCLED PLASTIC OR TIMBER 8" X 8" X 5'-6" FINISHED I FD(ED BOLLARD BOLLARD PL CLEMENT 1" CHAMFER 4 SIDES GRADE MORTAR FILLET MANHOLE FRAME AND COVER SEE DRAWING DR29 ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 21" I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOTE: SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. SANITARY SEWER MANHOLE TYPICAL DETAIL NOT TO SCALE " TOP 5" WHITE ROUGH WOOD POST �CHLOROPHENOL ED BOLLARDS (TYP. OF 2) T ,.�,�,OVABLE BOLLARDS RECYCLED PLASTIC OR TIMBER NOTES: 1. RECYCLED PLASTIC BOLLARD SHALL BE WHITE. TIMBER SHALL BE DOUGLAS FIR, DENSE CONSTRUCTION GRADE, AND SHALL BE PRESSURE TREATED WITH A WATERBORNE PRESERVATIVE (ACA, CCA, ACZA) IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 9-09.3 (4) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. TOP 5" OF TIMBER SHALL BE PAINTED WHITE. 2. STEEL TUBE SHALL CONFORM TO ASTM A53 GRADE A. 3. NUTS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A307. 4. ALL STEEL PARTS SHALL BE GALVANIZED. 5. CONCRETE SHALL BE CLASS 3000. 1" CHAMFER 4 SIDES 8" X 8" X 4'-0" 1/8" MIN. THICKNESS 1/2" GALVANIZED EYE BOLT W/WASHER AND NUT GALVANIZED STEEL OR ALUMINUM. INTERIOR RECESS NUT AND PEEN BOLT THREADS SIDE DIMENSIONS 1/4" `V 500# MIN. TEST GALVANIZED CHAIN ANCHORED GREATER THAN POST 4" IN CONCRETE DIMENSIONS � I 4" FINISHED i�� GRADE BOLLARD DETAIL NOT TO SCALE RECOMMENDED FOR APPROVAL BY BY BY Q W Q O O fr O z U z o Z Q � O LO O Z z W °C z Q O d' U O O -j J W i- CD W D 0 W Q LL z 0 a z Q z O z W = cn 0 U 1- z > zCif O zg � Ld Q CL J a Z W �w g >Q N r7 N N N 00 z � � CD 00 Z rn I I ww 3�: N N z Ln �� Ln Ln z- w Y U v) Y. CN �F WA y v✓ .�13� 3"0 Z M _ G 1 DRAIN PE ANCHOR WITH s• Q z "' _ 6" X 3/8' DIAMETER Z W - STEEL ROD 25672 A? C I E 24" FSSXCNA LT E_ �� � J`• GO EXPIRES 00 REMOVABLE BOLLARD CITY OF RENTON 00 _ DEPARTMENT OR PUBLIC 'WORKS CONSTRUCTION NOTES AND DETAILS m O DESIGNED BIDS - -- - DATE 6/22/98 FILE NO. DRAWN MFB W SCALE AS SHOWN FIELD BOOK PAGE CHECKED DKB -- , v APPROVED _ PU DIRECTOR of Di IC WORKS SHEEPOF� -__ NO. REVISION BY APPR. DATE � 77 File: P:\SDSKPROJ\6828\ENGINEERING\6828—WD1.DWG Date/Time: 07/13/1998 08:59 Scale: 1=1 mikeb Xrefs: Z6828-13, � i4-98-118 INDIVIDUAL INTERNALLY ILLUMINATED 2X6 BLUE METAL EIFS CHIMNEY ENCLOSURE BUILDING LETTERS RAKE BD. EIFS WALL SYSTEM 2X6 WHITE METAL EIFS WALL SYSTEM COLOR: BONE WHIT RAKE BD. COLOR: BONE WHITE >� 36" DIA. LOUVER ASPHALT SHINGLE ROOF 12 X12 BLUE CONTINUOUS RIDGE VENT COLOR: BLUE ACCENT TILE COLOR: WHITE BANDS AND PILASTERS FROM EIFS WALL SYSTEM EIFS WALL SYSTEM BUILT UP EIFS WALL SYSTEM - ~. CONTINUOUS RIDGE VENT �. COLOR: BONE WHITE COLOR: SOAPSTONE COLOR: BONE WHITE ,a. - ...._. _..» r� _ F _ - x if r EIFS WALL SYSTEM ' 7 stirm Y ,y COLOR. SOAPSTONE BOTTOM OF TRUSS 4TH FL SUBFLOOR o� 3RD FL SUBFLOOR s 00 00 6 2ND FL SUBFLOOR i- TOP OF SLAG EIFS WALL SYSTEM EIFS WALL SYSTEM COLOR: PINK BEIGE PACKAGED TERMINAL AIR EIFS-BONE WHITE SOAPSTONE EIFS WALL SYSTEM EIFS WALL SYSTEM 1 " V-JOINT IN 1 " V-JOINT IN CONDITIONING UNIT COLOR: PINK BEIGE COLOR: PINK BEIGE COLOR: SOAPSTONE EIFS SYSTEM EIFS SYSTEM BONE WHITE HEADERS AT 1ST. FL. WINDOWS SOUTH ELEVATION SCALE: 3/32" = 1'-O" 12 6 ASPHALT SHINGLE ROOF COLOR: BLUE g g ALUMINUM GUTTER & DOWNSPOUT 00 COLOR: BONE WHITE = N 1 6 EIFS WALL SYSTEM - COLOR: BONE WHITE EIFS BAND SYSTEM "�" COLOR: BONE WHITE BOTTOM C� TRUSS EIFS WALL SYSTEM EIFS WAL- SYSTEM COLOR: BONE WHITE I COLOR: PI%,< BEIGE am PREFINISHED METAL ROOF - W - 4TH FL SUBFLOOR z COLOR: BLUE — iy- EIFS WAL_ SYSTEM o COLOR: SC,�PSTONE Q, I - _ rn c� a� w 3RD FL SUBFLOOR - z : o 1 A.&* surrEs J EIFS WALL SYSTEM COLOR: BONE WHITE EIFS WALL SYSTEM o x COLOR: SOAPSTONE i EIFS WALL SYSTEM °' C) i COLOR: PINK BEIGE INDIVIDUAL EXTERNALLY EIFS WALL SYSTEM EIFS WALL SYSTEM V-JT. IN E =S, ILLUMINATED BUILDING LETTERS COLOR: SOAPSTONE COLOR: PINK BEIGE PREFINISHED METAL ROOF COLOR: BLUE CARD READER EIFS WALL SYSTEM COLOR: BONE WHITE ALUMINUM GUTTER AND DOWNSPOUT COLOR: BONE WHITE EIFS SOAPSTONE EIFS WALL SYSTEM I COLOR: BONE WHITE EIFS WALL SYSTEM COLOR: PNIK BEIGE JOHNSON BRAUND DESIGN GROUP, INC. ■ ARCHITECTURE LANDSCAPE ARCHITECTURE AND PLANNING ■ 130 ANDOVER PARK EAST SUITE 301 SEATTLE, WA 98188 TEL 206 431 7960 FAX 206 431 7960 GREG L, RLLWINE, AIA MELVIN R. ERSTER, ASLR ROBERT H. KLEVEN, AIR ■ u EXTERIOR ELEVA TIONS FILE NAME 982BELEV PROJECT #9828 DRAWN BY JWH ISSUE DATE 7-20-98 REVISION EAST ELEVA TION SCALE: 3/32" = 1'-O" Jul 21 1vti, VAHK _ NO. KEEN** P/PE �• R. R. CO RU55AK,;5 z 7TL,67,. INVESTMENT CO. 32' ll.J79.J 1 d SUPvtY CO "�l { acRacR j l roc _ . $ I I so- 100 { :I 9� . S.P. 80 7 (2) / 5k (4) i 7 1 � ate. � � { *� R GHl 'G WAY N� ! 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' C.QC55/n/r'• •OvE CROSS/NG::: C7055/n/G .......... ti 4CCES CIMrTEO 76 1p m Me r c h a n g "e 180 23° v oc+res a a :it. f• V IaLv7_ _yy�- t 0 rJL -- - —�—•.r�.�1— -- - :I Z2 jJ .14CO] !o, 233 — t,_ __ -- ^•��:ss �" 1�3"'ieco ` �r6 14a � 2S is 38 E �A 24, I 31, \ Q _'a •-�',- -�-' 4e, I 26 �"-31--- c 7 cc to 31 - - r----- -1 Il 25 ' i 3d -� f _ , _ 26 33 Z28 I1 I 335E 26 tl t �)— 1e° •-' .3 31 +? 30 5:/::OH Q C£/v.LSCC. pp -�— 1 cQ • A 7>a r,• 27 tll Ij t "^ Y 4 ✓ >+c I — .— ✓ v I r95 C5 v c Y 31 3„1 S. W. m16 T N T . ... I I i 2u -`._3 I 7 0 i 01 � ti � til z , I I OFFICE (3) (2? I I ~I I. f 'I I I i I I i r (4) I t 2uy z • i c � I � I i , Q I 1 a a I i { I I l S.P 431- 7 �I •V t ..i.;� —c, -------------------aa6� s y \ NEIGHDOKHOOP DETAIL MAF Fairfield Suites SCALE lit = 200' 24 /9 rl 76 COPYRIGHTED 6 PUBLISHED BY KROLL MAP COMPANY, INC., SEATTLE SCALE 1 INCH = 200 FEET t. '/a Z6 3. J 3 13 6 J " C— 23 6__ tI Q 1' , 6 Z2 7 J I, ___—� -1 — .I e r` I—_ 21 8 Q I , 20 Q l o 9 ' 10- r ►? 10 ' IE is 16 13 - is is PLEASE NOTE: Krolf Aoas Pa a. - -- -- -- --- — LEGEND short pots, condominiums, and Corporatee Junks.ighted �g and svucr vvith tufei information K .Pdatec Iesa fra _ to 600W '. County Tax Lot No U7 House Number In whole or In part,aordtransferrtng Into digp is ttmi fon nisProhibited both ond content Reproduction Bu ldirg L� Private Road COPYTVIt 1997, Kroll MaP Company, Inc. - Seams, Washington. by 4w. gton. All rlghtt rtserved. /+PDrOs Stones Sr1O I Plat S P 178144 CITY OF Kai :l uN JUL 21 1;;9 RECEIVED I 6A- - q 9" // 9 )5 PLANT SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME SIZE DECIDUOUS LARGE TREES ACER RUBRUM RED MAPLE 2" CAL. FRAXINUS OXYCARPA 'FLAME' FLAME ASH 2" CAL. ODECIDUOUS SMALL/MEDIUM ACCENT TREES ACER CIRCINATUM VINE MAPLE 6'-8' HT. MIN. ACER PALMATUM 'BLOODGOOD' BLOODGOOD JAPANESE MAPLE 1-3/4" CAL. CERCIDIPHYLLUM JAPONICUM KATSURA TREE 1-1/2" CAL PARROTIA PERSICA PERSIAN PARROTIA 1-1/2- CAL PRUNUS SERRULATA 'SHIROTAE' SHIROTAE FLOWERING CHERRY 1-1/2" CAL 0 CONIFEROUS TREES THUJA PLICATA WESTERN RED CEDAR 8' HT. MIN. TSUGA CANADENSIS CANADIAN HEMLOCK 8' HT. MIN. OLARGE SHRUBS ARBUTUS UNEDO 'COMPACTA' COMPACT STRAWBERRY TREE 5 GAL., 36" HT. MIN. EUONYMUS ALATA 'COMPACTA' COMPACT WINGED EUONYMUS 5 GAL., 36" MIN. HT. HAMAMELIS MOLLIS CHINESE WITCH HAZEL 5 GAL., 36" MIN. HT. PRUNUS LUSITANICA PORTUGAL LAUREL 5 GAL., 36" MIN. HT. VACCINUM OVATUM EVERGREEN HUCKLEBERRY 5 GAL., 24" MIN. HT. ,°°_ •�•,,"°"°,°°°° SMALL SHRUBS ILEX CRENATA 'HELLERI' DWARF JAPANESE HOLLY 2 GAL., 12" HT. MIN, RHAPIOLEPIS INDICA 'PINK CLOUD' PINK INDIA HAWTHORN 3 GAL., 18" HT. MIN. SARCOCOCCA CONFUSA FRAGRANT SARCCCOCCA 2 GAL., 15" HT. MIN. VIBURNUM DAVIDII DAVID VIBURNUM 3 GAL., 18" HT. MIN. GROUNDCOVER AJUGA REPTANS 'BURGUNDY GLOW' CARPET BUGLE ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK GAULTHERIA SHALLON SALAL HEUCHERA SANGUINEA CORAL BELLS RUBUS CALYCINOIDES BRAMBLE LAWN ® NATURAL LANDSCAPING **SEE LANDSCAPE NOTE BELOW COMMENTS B & B, SYMMETRICAL, WELL BRANCHED B & B, MULTI -TRUNK, WELL BRANCHED B&B, 3 TRUNK MIN., WELL BRANCHED SPECIMEN Q B&B, SYMMETRICAL, WELL BRANCHED SPECIMEN QU, B&B, MULTI -TRUNK, SYMMETRICAL, WELL BRANCHED B&B OR CONT., SPECIMEN QUALITY B&B, WELL -BRANCHED B&B, SYMMETRICAL, BRANCHED TO GROUND B&B, SYMMETRICAL, BRANCHED TO GROUND DENSELY BRANCHED, SYMMETRICAL DENSELY BRANCHED, SYMMETRICAL DENSELY BRANCHED, SYMMETRICAL DENSELY BRANCHED, SYMMETRICAL DENSELY BRANCHED, SYMMETRICAL DENSELY BRANCHED, SYMMETRICAL DENSELY BRANCHED, SYMMETRICAL DENSELY BRANCHED, SYMMETRICAL DENSELY BRANCHED, SYMMETRICAL 4" POT 0 18" O.C. DENSE FOLIAGE, ROOT -BOUND POT 4" POT 0 18" O.C. (4) 6" LENGTH MIN. RUNNERS, ROOT -BOUND POT 1 GAL., 0 24" O.C. DENSE FOLIAGE, 6" HT. MIN., ROOT -BOUND POT 1 GAL. ® 24" O.C. DENSE FOLIAGE, 6" HT. MIN. 4" POT 0 18" O.C. (3) 6" LENGTH MIN. RUNNERS, ROOT -BOUND POT TOTAL LANDSCAPE AREA: TOTAL LANDSCAPE AREA: 41,247 S.F. *TOTAL NATURAL LANDSCAPE: 5,965 S.F., 2.6% OF TOTAL SITE AREA *THE NATURAL LANDSCAPE TOTAL WILL BE USED JOINTLY IN THE TOWNPLACE SUITES AND FAIRFIELD SUITES PROJECTS. THE COMBINED SITE AREA OF BOTH THESE PROJECTS IS 239,580 S.F. TOTAL PARKING LOT AREA: 38,582 S.F. PARKING LOT LANDSCAPING REQUIRED: 1,929 SF (5.0%) PARKING LOT LANDSCAPING PROVIDED: 1,985 SF (5.1 %) " P r-LON 5►CIN_ LANDSCAPE PLAN Scale: 1" = 20' — 10 0 10 20 50 FT. JOHNSON BRAUND DESIGN GROUP, INC. ARCHITECTURE LANDSCAPE ARCHITECTURE AND PLANNING 130 ANDOVER PARK EAST SUITE 301 SEATTLE, WA 98188 TEL 206 431 7960 FAX 206 248 6589 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KELVIN R. EASTER CERTIFICATE NO.398 pr-) � V� 0 � 0 CQ M I moll U z «ro J M Z JO Z mN O I,mQ o Z =Z = 0N¢ 3 � n Z M Ll QO w c �O PRELIMINARY LANDSCAPE PLAN FILE NAME LAND PROJECT #9825 DRAWN BY rjf ISSUE DATE 7-20-98 REVISION P 2 o�0 _1L NT J T-- ?2-85 a2 SITE PLAN Scale: 1" = 20' — 0" 10 0 10 20 50 FT. SITE STATISTICS SITE AREA: 2.57 ACRES GUEST ROOMS: 120 ROOMS SETBACKS: FRONT — 20' SIDES & REAR — 0' IMPERVIOUS AREA: 70,702 S.F. LANDSCAPE AREA: 41 ,247 S.F. BUILDING ANALYSIS: 1I 1 st FLOOR 2nd 13rd FLOOR FLOOR 4th FLOOR 15,914 S.F. 15,800 S.F. 15,800 S.F. 15,800 S.F. 63,314 S.F. PARKING ANALYSIS: REQUIRED: 120 STALLS (1 PER ROOM) 8 STALLS (2 PER 3 EMPLOYEES) 128 STALLS TOTAL PROVIDED: 39 COMPACT STALLS (30%) 5 ACCESSIBLE STALLS 84 STANDARD STALLS 128 TOTAL STALLS CITY OF �ePF1 jut � m JOHNSON BRAUND DESIGN GROUP, INC. ■ ARCHITECTURE LANDSCAPE ARCHITECTURE AND PLANNING ■ 1 30ANDOVER PARK EAST SUITE 301 SEATTLE, WA 98188 TEL 206 431 7960 FAX 206 248 6589 �d(USd\ aG� STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MELVIN R. EASTER CERTIFICATE NO.398 ■ � w e 0 Q n M 00 �1 zCDo — U-) M VU Q Zp� 0 J� m Z CV Cr w11 nnn O � mQ Z¢U o Z V) =z O(nQ 3 p_ Qz QO w o PRELIMINARY SITE PLAN FILE NAME 825SITE PROJECT #9825 DRAWN BY rjf ISSUE DATE 7-20-98 REVISION P1 Ck-9R-!l�