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HomeMy WebLinkAboutLUA-97-163 Large FormatI nl � �I ♦/`� A l91III T lln 3��1..r"O*-)f1* 1C=" SMG"rIO�1 RF—CEIVED 3 u 1997 DEVELOPMENT PLANNING CITY OF RENTON 63 FILENAME- TI \S\97294\97294A4. DWG CREATED AUG 29 1997 08! 27, 41 Stamp 0 0 v to c� v CV V c C 0 m cc V J J Gommp C J 0 b. �+ �• 3 .00: 3 a r L CM 0 b� zz CO z .- o m a o N CO)O = j m 06 O w Z m C m Q L_ (V U y 0 C m O O a U Scale: AS NOTED Designed: AEB Drawn: PDC Checked: AEB Date: 28 OCT 97 .lob No. 97294.20 Sheet No. A4 of Sheets UPDATED: OCT 29 1997 15:291 54 PLOTTED: OCT 29 1997 153l: 45 3536 (� e 0'Ac38 37 Nr� 0 Tor 0 1► I' - I � \ CA T�nON \ I 910 17 o 40 42 43 44 ¢, R� I I / I I L z 39 �� - \ p r� 1 \ I \� 15 L Z4 JA T t. l2 I-- _ , F 12 _r:_ T T - \ t Z Gov't Lot 3 133 0 �g I ��=; y3�' i �. -�. y 'sHo E - IrAA `21.26 Aires y f. 2� I - 18 �8 ( 11J - J s I� J t R 6 CAA 1 t \ 28B 13 ��° . �� ��,�� �� ,� 53 2W i a \ \t 20 O I2 \` \ lI j rI BG fi CEP 4.I V ti0, ` `,� I l �� I �.% \ip Q� SJ / aroir Or+rr+. \ \ I IS 10 7 P R ; ,5p ;5 //� ' \ !► , R E T / Z Z bt, OILP0. or� \ / ,� I 2 1 \ \61 R�r.++6t %Rd,% l /� �. `� 11 0 ,:,—o ` \b 19 V : j E15 R �� , 'moo K > ^\ 583Ac rL B9 1 J/DETENTION BASIN PARCEL o FLOOD CON ROL '' RI i /S Z" [ '�~ -�' _ _ 4 % ° \-'-=- _ WA7ERSM — — W A S,- if N G T 0 N T E C N DE NTIO BASIN r� / ` PARCEL <2r i7 LNE '9 E/�- �\ b 'p' � J S 32 32 i \ a 31 A S H I N .G TO�\ iT E C H � 5 b a 26 S,rO , , }1e of � / I� t L V SA 11 \s 1 9 Sc 41 : (CI a �$ ,o,i1 I \\ \ C E N T E R \ , , ti ; �.:1 27 �. 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INDUSTRIAL CRATI IC— p Pc < v // —_-- o iI :• IrI' Cn ' PAC, KI ti ll.{- 60 1 0 o bS/ �1 // 1 1 .IN6 --- W 1 fj� �c �/ C•:. :ill/ll Iro '' a0 JONn TA s,YLOR 8 t � �/ lu( 2 / •�' c�� f' 3.60Ac EVAN NELSON3 1 N *AHBL 5 GRAPHIC SCALE 0 100 300 .00 ( Di FEET ) I inch - 200 ft " 1997 DEVELOPMENT PLANNING CITY OF R@NTON S -�3 -/63 J U) Q0: iL �W UJ �� a- W-11 W Al W Et �N -jz .4 >. or U W m Stamp O ��4 to n c N 0 mi J�, J < memo :?■ .,C S L O Z Cc CaZ O U O O a` Scale: 1' 2( DeslQned: VIV Drawn: VI'! Checked: AEM Date: /D/�Za) Job No. 911z o Sheet No. of Sheets t.t a a TBM "C" TOP OF CONC. MARKER=26.27 CITY OF RENTON �� \ A = 0511'57" Ity R = 1088.69' T = 49.43' L = 98.79' Z� = 27'01'SV:,�-) v' R = 1034.85' T = 248.76 ,-o S L = 488.26' Io F,y •9� i A A U \ tT7 rrl , X > i �A-�b Lu nc O z m X Eiji3 O 57'20'41" R — 'M) 17' / X r*+ i M, M M x ' t•J � C71 .... 3 Qzz r uc .v n `wAHBLEJ' s L S GRAPHIC SCALE 0 20 40 so ( IN FEET > 1 inch = 40 ft. 160 J (n Q � w :D Z 1— Z a V� D Cj_ I-- V) Of * w w J 44-- rrz V Z U w REUSE OF DOCUMENTS TH6 DOpAENT. AW W aAS ML DESIGNS NRAT C0RW7ED HE µ N FUK AS �f PWTES40Nk SERAU. !S RE PROMT1OF i/a1131 Af{- WLT'C RE OP M PAP! )Fi AN. !TFEP ?R.'F.. tn�c .v-rFrA�*4iJRIJTNf. s ua� Stamp 0 =J 0 0 v LO 0 N "— IQ 0 a Co W m4D =j wo c m moo It L fA 4 C 40 4 A. O O Z Z m C a m gala a o cc Q O N _m 06 • Ln o z m c m Q t N F O N a` U Scale: 1" 40' Designed: AEB Drawn: viv Checked: AEB Date: 10/28/97 Job No. 97294.10 Sheet No. OCT 1997 CEVELOpM-NT PLANNING CITY OC2 F R� ON �i�► of Sheets A�9 / �/63 MATED OCT 1M 1 , 133 PLOTTED OCT 24 1997 13, 02i 07 \ r .• ,- 4� / ,rxotp , J I , ' \ \ BIOFILTRATION \ \ SWALE %� 25 M TLIWr, SEWER LINE EXTENSION \ \ \ f�P-RAP IN SEWER LINE EASEMENT / i �T rt39 .i 1 ,r . KC REC N0. 8605020340� , \ \ \ \ 01. (� BW 32.0 , t . I l 'QF TO MONSTER ROAD ti \ ' \ \ o� N j + \ \ \ \ \\ Rl�t 44.0 BW 32.0 i t ,�041 r \ BW 3 0 j TBM "C TOP OF --� TW 48A CONC. MARKER=26.27 CITY OF RENTON 'c?= A = 0511'57" R = 1088.69' T = 49.43' L = 98.79' LEGEND FF = FINISH FLOOR FDC = FIRE DEPARTMENT CONNECTION FH = FIRE HYDRANT D = STORM DRAIN S = SANITARY SEWER L�i = 27'01'59" W = WATER R = 1034.85' CB = CATCH BASIN T = 248.76' L = 488.26' GRAPHIC SCALE\ 40 0 20 40 E+o tso ..� \� s�38' ( IN FEET) 6619, 1 inch = 40 ft. Z� = 57'20'41 A, R = 250.37' T = 136.92' L = 250.59' I (n Qrr lY li W Z Z C :D Cl- Of 4 I. V) wi J Z } C� U W EXPIRES .512.31 99 REUSE OF DOCUMENTS THIS 00"OT. AM THE OEAS MID OEM" MCOFPORAXD HERON, AS AN NSTRUNIENT OF PROFESSIONAL SorNX is THE PROPERTY OF AHBL AND IS NOT TO BE USED, N FNOI! OR OR N PART, FOR ANY oTHER PRucr MTHOUr THE InTIEN AUTHORQAAON OF Ag. Stamp V J J 90 ,*no O c 3 ,4D = c L � O xL to 3 cz O V .i .J cr 0 �•+ o � rn 3< .c �: ... O Z °' m m N ao oN m rn z m ID N U , C o O O tV a` U Scale: 1":40' Designed: AEB +rM��� Drawn: PDC/JKC Checked: AEB x AH B f Date: 22 OCT 97 1997 EVELOp Job No. N1ENT PtgNNING 97294.10 CITY OF RLNTON Sheet No. C 4 of Sheets FILENAME R- \C\97294\97294-C. DWG UPDATED, OCT 27 1997 14, 571 07 • CREATED, OCT 29 1996 10, 28, 30 PLOTTED, OCT 27 1997 14: 57, 56 m f. t.� �'� } \ y �7 / // t':, ,, 2 } � j i ,, .. ..-,..+ is ✓,✓' %1 `"' `'� .V•.-._ ''.J .i" ,+1":fa� •J � _ ... ,� - _ r \ � \ � � l , J / � }i �. !i{ -:.. � 2 ,t 1 S f( 7 7 , }� 1 �,,... r+. _...•.-:,. "„'•-`^, _.:. ,._. "',' , '. '��A.. •wv - �`...--^- « 'ems'.,. � . r , , / pp j } • f / l } � 2 t \ � / /y�'� f -/✓ / �/ ' ` �,f V I tiif ii.�tt t{,i r, �,f ��."f s,t -. A. / • .q \ \ \ , ,, / % �� I / , r ; , ,l / , // _. �.f +.. Yf F S t :� I , { ;.i' . j ; s + , : a : , �., _ _--. ; ��� - s�• �s I �' ' r \\ \ f �MtLN�lNaARY I I r+, t t S 9 \ \ \ BIOFILTRATION ,Y \ \ \ 25 WE \ \ \ SWALE BUFFER SEWER LINE EXTENSION \ \ i ' • i .' t # ' ` s y RIP —RAP ' � ' I cI + `' I i t " •' � } '{ �; 1 ? 1 0/1 IN SEWER LINE EASEMENT KC REC N0. 8605020340 \ \ CB BW 32.0 \\ \\ TO MONSTER ROAD \ \ RIM 44.0 {1 t { \ \ BW 32.0 \ \\ BW 32.0 B 41 TW 44.641 TW 47. BW 35.0 46.8 45.2 BW 35.0 47a0 , 50-a CQ TW 49.5 RN 49.5 50.5 HAiV�ChP �51.0 BW 35.0 FH50.t? RAMP RU AW WALL KEYSTONE 55-0 WALL - F.F.=55.0 \\ TBM "C" TOP OF TW 48.e CONC. MARKER=26.27 — — �- CITY OF RENTON BW 3 5. 0 1' 4, t 4s 0 •4 A = 0511'57" R = 1088.69' ` T = ' 49.43' L = 98.79' CB Rill 42.0 LEGEND FF = FINISH FLOOR FDC = FIRE DEPARTMENT CONNECTION FH = FIRE HYDRANT D = STORM DRAIN S = SANITARY SEWER W = WATER CB = CATCH BASIN GRAPHIC SCALE 40 0 20 40 80 160 IN FEET) 1 inch = 40 ft. s I"q A = 2i'01,54N R = 1034.85' T = 2 48.76' L = 488.26' TOE OF SLOPE EL. 55.0 SN F4M 50.5 A = 57.20'41" R = 250.37' T = 136.92' L = 250.59' IV66 �9 SA-97-163 —J (n A Q w U J ::D a_ V) w �w J Z >� Uw . EXPIRES i 23 i 99 REUSE OF DOCUMENTS TNS DOW601T. AND THE DEAS AND DESIGNS INCOR"ATED HE". AS AN NSTK*"T OF PROFESSIONAL SERVICE, 2 THE PROPERTY OF V& AND IS NOT TO RE uSM, N RIICIE OR OR N PART, FOR ANY ORIER PROiCT 61IWl TIE MT" AVINOWATC// OF Mg. Stamp O O v LO " V #J #J V C' cA W a 4) 3 `� m= GoAw q� o �W z` me co 3� � J 06 O m 0 L r� RECEIVED o �_ o m " OC 0 1997 a Scale: 1"=40' DEVELOPMENT PLANNING Designed: AEB ;I,•TI1,yf CITY OFFteNTON Drawn: PDC/JKC Checked: AEB „ AH B L E T Date: 22 OCT 97 Job No. 97294.10 Sheet No. C3 of Sheets FILENAME R, \C\97294\97294-C. DWG UPDATED, OCT 27 1997 14, 57: 07 CREATED: OCT 29 19% 1012& 30 PLOTTED OCT 27 1997 14, 57: 56 Q I •E (D---- - -- - ---- - J PLANTER li�M�NMRIIIM AGGE55 RAMP 5 45 1 --- 45' -+a' 174'-9 3/4" 45' 1 1 7 1 45'-0" 45'-0" 45'-0" 39'-9 3/4" 4 _ 1 L 1 3g 9 3/1 1 1 1 I I I I 1 I 1�0' 1 1 1 9'X10' O.H. DOOR I I I I I I I T1'PIGAL I 1 I 1 1 1 1 9'XI(d' O.N. DOOR TYPICAL I I I 1 I 1 1 r - I: I - I 12' x 14' O.N. 0C0IR—/. 1 1 1 --- - - - - - - - - 12'xl4' O.N- DOOR I� 1 1 2,400 SQ/FT, TWO 1 1 5TOR7 OFFICE I I I 1 I I I 35,505 SOFT 1 � I I I UJ�4RE�-LOUSE 1' 1 1 1 - _ a I I I I ;=1_OO;M F=L.0"1* 1 1/I6" z I'-011 �7n 9 A .g�-/�v3 FILENAME T \S\97294\97294A2.DHG CPEATED AUG 29 1997 08- 27, 41 Stamp V J J w � MW O � co O C �'' 00 3��Q s C r� bm O o � m O �zm Z m M it 0� a� Co � O� 06 U) o w Z m m L) m O m _ O N a U Scale: Designed: AEB Drawn: PDC Checked: AEB Date: 28 OCT 97 Job No. 97294.20 Sheet No. A2 of Sheets C O m UPDATED OCT 29 1997 09� 56- 24 PLOTTED OCT 29 1997 13, 42: 46 EXISTING - GxRADE PROPOSEL GRADE 11,16' = I, -Oil 12'x14' O.H. DOOR 9'xIO' O.N. DOOR TYP. i Mr "0 \0040 V414 T f M ." ep "r M LM M lI/ 0" T f 01\1 v �- =IN15+4ED FLOOR =LEv -12f0' - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ - - - - - - - - - 7 _ _ - - - - - - - - - - - - - - - - - - - - - ...... .................. 30L,."r1-4 0J,...M\0000 04.1b•or(C>� AWCEFIVjEn 30 1997 DEVELOPfvjtNT PLANNING CITY OF RL*,NTON _jC/-) Q C)L- W � z � Z Q Q) V) V) Q:f W W J Z > C� — Z UW Stamp 0 En cc V J J 00 cc c � *no OO (A W d 0 goo � &' r O o 3'•Q = cLU 0 Czm Z •� 0 CA O m O J m d 0 w Z m D C Q L_ N U � O � _� O O N a I U Scale: 1"=16'-0" Designed: AEB Drawn, PDC Checked: AEB Date. 28 OCT 97 Job No, 4 97294.20 Sheet No A3 of Sheets FILENAME- T, \S\97294\97294A3. DWG UPDATEDI OCT 29 1997 13, 22, 10 CPEATED AIIG 29 1997 087 27, 4' PLOTTED I OCT 29 1997 13, 35, 45 sli-97 /63 SEWER LINE EXTENSION '- IN SEWER LINE EASEMENT KC REC NO. 8605020340 TO MONSTER ROAD j, 1 1 s' f .M j{iy{T1 jt \ \ BIOFILTRATION \ \\ \ \ SWALE \\ \ \ \ RIP -RAP BUFfR r1 \ \ CB BW 32.0 RIM 44.0 BW 32.0 BW 32.0 /`— 0 D 6� T s TW 44.6 BW 35.0 BW 35.0 TBM "C" TOP OF --- CONC. MARKER=26.27 CITY OF RENTON Fin F.F.=55.0 v I A = 0511'57" R = 1088.69' T = 49.43' L = 98.79' LEGEND FF = FINISH FLOOR FDC = FIRE DEPARTMENT CONNECTION FH = FIRE HYDRANT D = STORM DRAIN S = SANITARY SEWER W = WATER CB = CATCH BASIN GRAPHIC SCALE 40 0 20 40 W ( IN FEET ) 1 inch = 40 ft- 1-1 �J i 146.53 1 `. TOE OF SLOPE EL. 55.0 46.0 F.F.=55.0 4 4 5 f� CB w `\RIM 42-0 160 0 = 27'01'59" R = 1034.85' T = 248.76' L = 488.26' 1 5�38, N66 L = 57'20'41" R = 250.37' T = 136.92' L = 250.59' J Cn r OM Q � L1.J � Z U _j Of O Lij _I Z > CD — Z Uw . ►`�' E . BEST J �d 0t �4sgf J� '4y cr' SSIONAL EXPIRES REUSE OF DOCUMENTS THIS DOIXMENT. AND THE IDEAS AND DE5I0NS NOORPORATED HEREIN, AS AN INSTRUMENT OF VROFES510NK 5ERWZ B THE PROPERTY OF MIt AND IS NOT TO BE USED. N WHOLE OR OR N PART, FOR ANY OTHER PROJECT 1ITHM7 THE VOITT04 NJIMMUTCH OF MIRE. Stamp 0 0 E6 LO v 1 vi N �' FFNra p'V�,N V J J '0 C J o v �+ N o OD s co 03r� L CC 00 p > 0 a Z Z �� cc m • a� 0 0 N m O w Z ,AHBL m Q t N U ' C o 1? N CL a Scale; 1"=40' Designed: AEB Drawn: PDC/JKC Checked: AEB Date: 22 OCT 97 Job No. 97294.10 Sheet No. C1 of Sneets 0 c 0 a� cc �T] CREATED OCT 29 1996 10, 28, 30 UPDATED, OCT 27 1997 1 4- 57, ' 7 PLOTTED, OCT 27 1997 14: 57- 55 Z� = 27'0f% R = 1034.85' T = 248.76' L = 488.26' FND REBAR�CAP PLS g1155 N. = 175158.7 E. = 1291391.4 METRO SET REBAR/CAF !s I f \ ♦'F B. TBM „C„ TOP OF '_�� �r.��,\; CONC. MARKER=26.27 r"' \ m. CITY OF RENTON \ "+ ' y w LLJ •r. 0 = 05'11'57n R = 1088.69' T = 49.43' L = 98.79' LEGEND A PLANT SYMBOL 5 PLANT QUANTITY PLANT SCHEDULE SYM OTY BOTAMCAL NAME COMMON NAME SIZE REMARKS TREES A 7 ACER RUBRUM 'RED SUNSET' RED SUNSET MAPLE 2" CAL. B & B, 30' O.C. B 11 PSEUDOTSUGA MENZIESII DOUGLAS FIR 4' B & B C 7 FRAXINUS OXYCARPA 'RAYWOOD' RAYWOOD ASH 2" CAL. B & B SHM D O 24 RHODODENDRON 'SP.' RHODODENDRON 5 GAL. 4' O.C. E Q 10 VIBURNUM PLICATUM TOMENTOSUM 'MARIESII' MARIESII VIBURNUM 5 GAL. 6' O.C. F 56 PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL - - G 20 CISTUS X PURPUREUS ORCHID ROCK ROSE 2 GAL. 4' O.C. N CWR ......... .. .. ..................... .. .,.. _ . ... ... ..... . # LOOK FOR LIKE PLANT SYMBOLS AND PATTERNS TO LOCATE ALL PLANT MATERIALS # F r'r a i 0 = 57'20'41" R = 250.37' T = 136.92' Q o� LLJ .. � Z U¢ _J yy. , v �� rc IL ra AHBLF' Cnw 1 1 ri +� 1;t, LLJ J Z t — Z U LLJ GRAPHIC SCALE 40 0 20 40 80 1W c ( IN FEET ) 1 inch = 40 ft. c GENERAL NOTES SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 1. SUBMIT TO LANDSCAPE ARCHITECT (L.A.), ONE MONTH PRIOR TO CONSTRUCTION, CONFIRMED ORDERS FOR ALL PLANT MATERIAL. PROVIDE THE QUANTITY, LOCATION, PHONE NUMBER AND ADDRESS OF THE GROWER. 2. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NUSERY STOCK, LATEST EDITION. PROVIDE HEALTHY WELL-BALANCED PLANT m MATERIALS AS SPECIFIED. CONTACT L.A. IN WRITING 3 WEEKS IN ADVANCE OF PLANT MATERIAL DELIVERY TO ESTABLISH ON -SITE INSPECTION. PLANT MATERIAL SHALL NOT BE INSTALLED UNTIL IT HAS BEEN APPROVED BY THE L.A. ALL PLANT MATERIAL SHALL BE PLACED IN ONE ISOLATED LOCATION ON THE PROJECT SITE AND PROVIDE UNRESTRICTED ACCESS FOR VISUAL INSPECTION OF INDIVIDUAL PLANTS. PLANTS SHALL BE ORGANIZED IN BLOCKS BY SPECIE AND SUFFICIENTLY SPACED TO OBSERVE OVERALL GROWTH HABIT. TREES SHALL BE UNTIED AND BRANCHES SEPARATED. UNACCEPTABLE PLANT MATERIAL SHALL BE REMOVED FROM THE JOB SITE. STATE OF WASHINGTON 3. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID LANDSCAPETERED ARCHITECT DISTRUBING UNDERGROUND UTILITIES, IF UTILITIES ARE ENCOUNTERED, CONTRACTOR SHALL PROMPTLY INFORM GENERAL CONTRACTOR AND REPAIR ANY DAMAGES. DANIEL E. WOJTALA CERTIFICATE NO. 561 4. CONTRACTOR SHALL PLACE 6 INCHES OF TOPSOIL FOR ALL LANDSCAPE Stamp AREAS. TOPSOIL SHALL BE AMENDED WITH 25% COMPOSTED ORGANIC MULCH ON A VOLUMETRIC BASIS. COORDINATE WITH GENERAL CONTRACTOR TO DETERMINE QUANTITIES NEEDED. o d 5. REFER TO CIVIL DRAWING SHEETS FOR GRADING AND UTILITY LOCATIONS AND FOR SEEDING REQUIREMENTS OF THE BIOFILTRATION AREA. O N 6, OBTAIN APPROVAL OF FINISHED GRADES FROM LANDSCAPE ARCHITECT V PRIOR TO PLANTING OR SEEDING. J J 7. CONTRACTOR SHALL HYDROSEED EROSION CONTROL AREAS WITH V o BRIARGREEN 'LOW GROW' EROSION CONTROL MIX AS DEFINED IN THE TABLE: J 0 W HYDROSEED MIX APPLICATION RATES PER ACRE: m W a *00 2000 # WOODFIBER MULCH `3i �, • L 120 # LOW GROW SEED MIX 250 # 12-24-24 FERTILIZER Z cc C 70 it ERO-BOND LIQUID SOIL BONDING AGENTmono 0 0 'CO Zy m FOR ALL SLOPES GREATER_ THAN 2:1. EROSION CONTROL MATTING SHALL Z 40Co m BE USED. W J z a o N 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING QUANTITY OF PLANTS �' THAT ARE REPRESENTED BY SYMBOLS N THE A 0 E DRAWINGS. IF A DESCREPANCY "'� BETWEEN THE PLAN AND PLANT SCHEDULE IS ENCOUNTERED, NOTIFY THE L.A. O z OR CLARIFICATION. 0 9. CONTRACTOR SHALL INSTALL 3 INCHES OF COMPOSTED ORGANIC MULCH m Q CONTINUOUS IN ALL TREE, SHRUB AND GROUND COVER BED AREAS. ALL TREE N WELLS WITHIN THE SEEDED EROSION CONTROL AREAS SHALL HAVE A 3 FOOT �} DIAMETER RING WITH 3 INCHES OF MULCH. m O o N 10. SEE SHEET L2 FOR PLANTING AND IRRIGATION DETAILS. a 11. CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND LEAVE SITE IN A NEAT Designed: DW 40' CONDITION, Drawn: viv Checked: DW 12. CONTRACTOR SHALL MAINTAIN SITE FOR 60 DAYS AFTER FINAL Date: 10/28/97 ACCEPTANCE IS RECEIVED IN WRITING FROM THE OWNER'S REPRESENTATIVE. Job No. 97294.40 13. CONTRACTOR SHALL WARANTEE THE SATISFACTORY OPERATION OF T !C' No. IRRIGATION SYSTEM IN EVERY DETAIL AND ALL PLANT MATERIALS FOR A �OdIeet PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. `. ��00 0A L I of Sheets FILENAME! RC OCT20 1997 1 4, 40, DWG S� CREATED- T 20 1997 1 4! 40! 17 UPDATED: PLOTTED OCT 23 1997 10 34s 19 OCT 23 1997 1 0! 54s 57 CING X .86 FOR ANGULAR PATTERN GROUNDCOVER SPACING PLAN NOTE: 1. REFER TO SPECS FOR ADD'L INFORMATION. EVERGREEN GROUNDCOVER 2' OF MULCH FINISHED GRADE 40 N ADD FERTILIZER TABLETS AS PER MFR RECOMMENDED RATE FOR SIZE o f+s.•:;:ej�.;,;de;:�, BACKFILL WITH SOIL MIX WATER IN LIGHTLY COMPACTED SOIL MIX WATERED THOROUGHLY 2x THE SIZE FOR CONTAINERIZED (1 GAL) OF CONTAINER GROUNDCOVER 1 GROUNDCOVER PLANTING DETAIL NOT TO SCALE PVC TEE JC``00 �� AUTOMATIC DRAIN o 0 0 0° 0 0 cH - o 00 O0�OOU00- ' 6' PROTECTIVE SLEEVE ' c o 0 0 c SUMP WITH DRAIN GRAVEL n (2 CU.FT. MIN.) AUTOMATIC DRAIN DETAN NOT TO SCALE RUBBER VALVE WEATHERMATIC FINISHED GRADE SCH. 80 1 NIPPLES 1 MAIN PRE LINE T OF SCHEDULE 80 PVC 24' SQ. AWN, IF MULCH 4AKE LEVEL WITH CAP SCH 40 'VC SLEEVE IE k 12' LONG ?' PIPE W/ CAP '0 PREVENT LIFTING ;EOTEXITLE DRAINAGE "ABRIC INGLE VALVE, MLKENS 1205, 1 /2' ;UMP WITH (RAIN ';RAVEL EVERGREEN OR DECIDUOUS SHRUB 3' OF MULCH 01 FORM CONTINUOUS 2' HIGH FINISHED GRADE WATERING BASIN BERM V) U-1 .. .❖.,�y Rik" LIGHTLY COMPACTED SOIL MIX WATERED THOROUGHLY 2x THE SIZE OF CONTAINER NOTE. 1. REFER TO SPECS FOR ADD'L INFORMATION. Z vnnvv I NOT TO SCALE ADD FERTILIZER TABLETS AS PER MFR RECOMMENDED RATE FOR SIZE BACKFILL WITH SOIL MIX WATER IN AIL Li i NOTES: 1. INSTALL THRUST BLOCKS AT ALL CHANGES IN DIRECTION OF MAINUNE 2. ALL CONCRETE TO BE RATED AT 2500 PSI AT 28 DAYS. 3. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. THRUST BLI NOT TO SCALE VALVE COVER WITH LOCKING CAP FINISHED GRADE - 2' SCH. 40 P.V.C. SLEEVE V"' �i DET LAWN, IF MULCH MAKE LEVEL WITH CAP MAIN LINE �'�°O JO°OCOCO OC JCO00° ° .°C,°O°°°°° OOOp 0 0 0 0 0 0 GATE VALVE °°b°O°O°O°O°OC 0 0°0. ^ 2 CU. FT. OF DRAIN GRAVEL GATE V NOT TO SCALE AIL NOTE: 1. ADD FERTILIZER TABLETS AT MFR RECOMMENDED RATE FOR SIZE. .pry. 2. DRIVE STAKES OUTSIDE OF ROOT BALL - SINGLE STAKE TREES LESS THAN 6'. 3. REFER TO SPECS FOR ADD'L INFORMATION. WRAP TRUNK WITH APPROVED TREE WRAP TO FIRST LIMB � v�4 z TREE STAKES - t' RUBBER (2) PER TREE TREE CHAIN 3' OF MULCH w K- �:..... FINISHED ...:.: > GRADE FORM CONTINUOUS - 4' HIGH WATERING BASIN BERM C' C z PEEL BACK TOP z 1/3 OF BURLAP BACKFILL WITH SOIL MIX AS SPECIFIED - LIGHTLY COMPACTED WATER IN 6' LAYERS SOIL MIX -WATER DO NOT TAMP 2x THE SIZE OF THOROUGHLY THE ROOT BALL 3DECID000S TREE PLANTING DETAIL z z*00 CN Z °e LATERAL LINE COMPACTED BACKFILL MAIN LINE i CONTROL WIRES BUNDLED do TAPED EVERY 3' MIN. INIMi0�A LAWN, IF MULCH - MAKE LEVEL WITH VALVE BOX COVER FINISHED GRADIt PVC SCH. 40 - MALE ADAPTOR TO HEADS ,o�� onoo °� o_n Ic 2 CU. FT. OF DRAIN GRAVEL COMMOM WIRE TO OTHER VALVES ON SAME CONTROLLER I SPARE IMRE 'YELLOW' 12 vrrV 1 911 NOT TO SCALE CC pi.CO00C0 C. O O O O O U tj 000 noo°°°c o c , VALVE BOX WITH LOCKING COVER ELECTRIC GLOBE VALVE SCH-80 PVC FITTINGS,UNIONS do NIPPLES CONTROL WIRES MAIN LINE FITTING NOTES: 1. ADD FERTILIZER TABLETS AT MFR RECOMMENDED RATE FOR SIZE. o 2. REFER TO SPECS FOR ADD'L INFORMATION. 3. 2x4 CROSS BRACE SHALL ca I BE PLACED ON EVERGREEN `�-•+�^ TREES LESS THAN 8' TALL ,^•�'', Q,K IN LIEU OF TREE CHAIN,^ ,. FLAGGING 10' SO. MIN. 2x4 CROSS - 4. BRACE- BURY 2' DEEP 3' OF MULCH 1' RUBBER W TREE CHAIN FINISHED TREE STAKES PLACED GRADE / / 2 BELOW SURFACE cn / w �d z 04 ZE REMOVE WIRE BASKET do PEEL BACK TOP BACKFILL WITH SOIL MIX 1/3 OF BURLAP - WATER IN 6' LAYERS DO NOT TAMP LIGHTLY COMPACTED 2x THE SIZE OF SOIL MIX - WATER THE ROOT BALL THOROUGHLY CONIffR TREE PLANTING DETAIL 4 NOT TO E SINGLE VALVE BOX WITH LOCKING COVER LAWN, IF MULCH MAKE LEVEL WITH COVER FINISHED GRADE BRASS QUICK COUPLER ASSEMBLY WITH LOCKING UD MAINLINE —� 8 wvlvn . NOT TO SCALE BACKFLOW PREVENTER, TEST — COCKS TO FACE UP FOR TESTING CONC UTILITY VAULT 18'Wx54'Lx18'D MIN. AMETEK ECONOMY -7 TURF BOX / BALL VALVE TYP o i N DET SCH. 80 PVC FITTINGS, NIPPLES AND BUSHINGS ON TRIPLE SWING JOINT ASSEMBLY QUICK COUPLING VALVE FOR WINTERIZATION do PRESSURE TEST TRIPLE SWING JOINT - CLASS 200 PVC LATERAL LINE � POP UP LAWN 9 l NOT TO SCALE TO METER) j o r -- ------ --- ------ -- MAIN LINE UNION, TYP - CONC BLOCK GENERAL NOTES: 4' DIA. DRAIN, PEA GRAVEL RUN TO DAYLIGHT 1. INSTALL BALL VALVES AND BRASS UNIONS WHERE SHOWN. 2. PIPING AND FITTINGS TO BE BRASS TE CONTROL VALVE DETAIL POINT OF CONNECTION DETAIL .� NUI 10 SCALE POP UP STROKE - 4' LAWN OR MULCH FINISHED GRADE BODY --- MARLEX STREET 'L's' SCH. 80 PVC FITTINGS, NIPPLES AND BUSHINGS ON ALL TRIPLE SWING JOINT ASSEMBLIES n _I (n Q of LLJ Z Z Q U� �a_ IL V) W 46 Lj -I Z 44 > 0 - Z U L LJ STATE OF WASHINGTON 100 REGISTERED LANDSCAPE ARCHITECT DANIEL E. WOJTALA CERTIFICATE NO. 561 Stamp DET V J mi so"C � o (A C J rn Q% 1` � o 3 •�.ccz: c ;L C h" O m O Z Z C •to;m cc 0000 N j = m d C .5 U) o - z � z m C m > Q N m o C m O 0 N 0- U Scale: AS NOTED Designed: DW Drawn: VIV Checked: DW Date: 10/28/97 Job No. 97294.40 CAS! �o�gE Sheet No. L 2 of Sheets FILENAME, Rt \C\97294\97294L2. DWG UPDATED CREATED OCT 22 1997 11, 16, 25 PLOTTED OCT 22 1997 1+ 03� 53 OCT 22 1997 14- 04, 30 a E C 0 Cn .3 m fr . 50 , - - 33 ro. r.... X?,. r jt t / A yg ,rT• P d x r 1 r f e c , PROJECT INFORMATION l �,�4 � a"''o4`'�' �i :i;, �, �\ `\ '�/ �� �; 'S3a; .// // �j t � I � � � �r• fir. " .' ZONINGZBUILDING TYPE: ,.: r • . ,: , ZONING = IM (MEDIUM INDUSTRIAL) t> BUILDING TYPE = \fir • m. ' � ..� ..�LD G T E 3N ZONING AGENCY: CITY OF RENTON -PLANNING DIVISION \ -� BIOFlLTRATION f & 4' 200 MILL AVENUE SOUTH �•� \ s� SWALE //� / { S t I � ' RENTON, WA 98055 ,��\� \ RP -RAP p In- v,��" 206 235-2500 h , o �►` �� \ OW 320 k SETBACKS: CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION \� OF EXISTING IMPROVEMENTS. PROVIDED: FRONT = 135', SIDE = 47' MIN., REAR = 534' t r r f r.� FLOOD ZONE: n " THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED MAY �- \� , apD z f � 16, 1995, COMMUNITY PANEL NO. 53033CO976F, AND IS SITUATED IN ZONE �� 1 "X" AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN AND ZONE �� r T M X "� (-� -•4 ' AH FLOOD DEPTHS OF 1 TO 3 FEET (USUALLY AREAS OF PONDING) BASE Z O FLOOD ELEVATIONS DETERMINED (19'). p Z � O ;0 rn V ' - ' � rt' I -n SUBSTRUCTURES: m � � BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE r \ s i 4 r W ,. FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. �` FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO t }, �' \�'� M ✓ \ \'� DESIGN CONTACT THE UTILITY OWNER/AGENCY. t� `FN' SITE/BUILDING SQUARE FOOTAGE: TOTAL SITE SQUARE FOOTAGE = 370,561 SO/FT (8.51 ACRES) BUILDING SQUARE FOOTAGE WAREHOUSE SQUARE FOOTAGE = 38,458 SQ/FT° OFFICE SQUARE FOOTAGE = 4,800 SO/FT TOTAL SQUARE FOOTAGE = 43,258 FT SQ / TBM C TOP OF � �,Y t CONC. MARKER=26.27 BUILDING FOOTPRINT SQUARE FOOTAGE = 40,858 SQ/FT CITY OF RENTON ,'�\ I; €. SITE/BUILDING LOT COVERAGE PERCENTAGE: BUILDING = 11 (40,858 FT PARKING/LOADING = 15% (56,794 SQ/FT) TOTAL = 26% (97,652 SO/FT TOTAL IMPERVIOUS SURFACE) PARKING: ;eo f WAREHOUSE PARKING SPACES REQUIRED (1 PER 1,500 SO/FT) = 26 ,. OFFICE PARKING SPACES REQUIRED (3-4.5 PER 1,000 SO/FT) = 14-22 TOTAL PARKING SPACES REQUIRED = 40-48 . ,. HANDICAPPED PARKING SPACES REQUIRED = 2 \TOE SL r r`fr COMPACT (8.5 x16') PARKING SPACES PROVIDED = 9 405$ SQ� �.- ,A STANDARD (9'x20') PARKING SPACES PROVIDED = 29 ( �� 46.0 .�\ F.F.-55.0 `� ` HANDICAPPED (9'x20') PARKING SPACES PROVIDED = 2 (BOTH VAN ACCESSIBLE) ' �*r TOTAL PARKING SPACES PROVIDED = 40 " "6�\ a PARKING LOT LANDSCAPING (PARKING SPACES/5ZL R = 1088.69' LANDSCAPING REQUIRED 6,804*.05 = 340 SO/FT T = 49.43' -'� LANDSCAPING PROVIDED = 2,150 SO/FT L = 98.79' to 14t9t. R = 10 T 248.7� IC L 488.26' , c�a S� G NEW SID�i(N 1 CURB ANC GUTTER rT1 IT 1 (J J = 57'20'41" R = 250.37 T = 136.92' so �� L = 250.59' EII M 6 / 23 / 99 REUSE OF DOCUMENTS TRS DOMWM. AND THE KM AND DEW6 WWMTED HOW AS AM OSTRUKMT OF PROFES901A1 sF nim is TIE P1lOPEIITY OF AID AND IS NOT TD K USER M MU OR OR M PART, FOR ANY OTHO PAWMT MTIDUT TIE MUTTEIN AUIN ZATTOR OF M6L Stamp _i .� Mai O 0 4W Q Z � r > Z 0 �m a0 O O" m .j W 04 Z m m Q OO - O m N ' a U R'CovEn Scale: 1"-40' �, Designed: AEB C) � ^=� L 1997 Drawn: PDC \ Checked: AEB OE EOpMENT PLANNINCDate; 28 OCT 97 P vc CITY OF Rrl',ON �— Job No. 97294.10 Sheet No. Al V mi mi 90 O C 40 cc 9 • 6. a. 3• none C) O Z m� 3 ri MJ 06 Q of Sheets FILENAME- R- \C\97294\97294-A. DWG UPDATED- OCT 24 1997 16, 21 - 31 CREATED- OCT 29 1996 10! 28, 30 PLOTTED, OCT 27 1997 10, 02, 37 m 0 c SA-97•/63 PROJECT INFORMATION SEE SHEET Al a. - �► � - � x N ODD _ I' 1 i � � � `t / fr'�"' PROJECT P u if It tip+ ��s ff j r �� ONE STO ib �' cn o , t ,.�, '►� i ENCLOSED CC N 75594.3458 w o z ' \ . E 51031.5093 o (D A -+ i r COVEREDN S1 SET STAINLESS STEEL NAIL rvi G? 19 A AI Lj oe oo It itCID r / .�,a l ,/ N. 134'29'3"�,-. ��7 cn tio BM .B„ TOP CTR=22.94 R 365.32 CITY OF RENTON - - T 871.06 _ PROJECT c L - 857.54 F N 75451.1073 = 3 ,, i;' ,/ E 50760.3974Of �' t,= �= ,I {- SET TACKAD/SHIN A-, `� \� fig¢ �� �.v' �,� .� ,,�� � / � A � t a, r f �' // r..•- \ 1 \ \ / � ` •= : '~-.•.-__ f _ = '' .,--"s , � � �` r V/l'r' `sue \, , \, �\ ,< -�: '� - '�' ;�"�-•s._ _ ; x , �`__.._--�,�-_ jam- - . '� - 1;;, _• �,1`��� , j� r ,, � � ! , �� ,r �-_' - �.r-r�; .r' � /j// �` 1Y1 -.-.., ""—..;,,�•-•'- ` , , � °� .. - ,�r� ,j� 1 i / r� � �. \ I S � i # } �i` - _,--f„_ ,.� _ 11``t� .•.��" t. t ` t cc / 7�, •, � � ' \/ r S �� •,\, \ \, � \+ . / 1 _ `' �..t � "�/� ' � /������ t ` 1 'tr � . 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' , :� l ////�/ ' / r! / f r � 1 / � j � ; ; � t t # . � � `11'�•� ; , do 177 .. •�`, \\` \ ,',. \/t'\. \..":.f // ;S. ^-; A `_`-/ \ \ +__,�_ •f i i 11' ol �'`CJ` ``t� \ s rn -C' �\ i 1 \ i ; j } i .-^ -+ - � / / `i 1 + } \` �„ `Fti �• � i\ /. / y -� / \ \ i�� i ' � j l i + I i � e4 / 1 j , - .� �.-.i ,1 - Lop- N �,{\, { f 1 i t 1 i 15 Q^_••if_ —!/ I l Y"'+.- ��J't^' I y. iii 1\ y Uj G; � `\ \ �° '\ \\�/,���// / •�� ,/// /�. } `'};•� ! � f # i t � 1 f ! t tr'� ;� / ��i�f--e..' � o :' �,�;` lo j t y 'Al \ \ '/� U \ 44\\/ \ t \ BIOALTRATION10, \ SWALE SEWER LIK EXTENSION ��- % //� I 1 i ; (t � + t y • 4 c IN SEINER Llf EASEMENT �9i,. \ \ \ RIP RAP KC REC NO. 86050�0340�BW3ZO + �' ►1 �I 1 jt 1 �, TO MONSTER ROAD_. \ � � t1 t t t 1 ' - 4© 9 .J V) Qry- W f Z d U UJ �r oI w V N y I (n Id WN J Z .`. N c � .2 N h — z G U w .' Stamp J � J o O 4� • 3< 4W � m O Z a)m m a" 0 l O {,�li �i I �t t' i '1 ljit a x \ l \ TW 44.6 f 7/r� " /� rrr M rn m Cja z � Q rn rn 71 f 0 �.' O ON L a C) RECEIVE rct j Scale: V=40' �. l-a_ 3 Designed: AEB Drawn: PDC Checked: AEB DEVELOPMEN`(" PLANNING Date: 22 OCT 97 CITY OF RENTON Job No. ' 97294.10 Sheet No. A2 P FK �4 na V J � �� Q Ct10 ca m �a 3.m M = C O Co boo _ w O Z m memo am 3a co 0 `.2 J N of Sheets F1 LENAME; R, \C\97294\97294-A2. DWG UPDATED, OCT 24 1997 1 3- 53� 4 CREATED OCT 29 1 996 1 0, 28, 30 PLOTTED, nrT PA I cw7 , % te, , -) c O m CC rE NUINEI SNINNrd LN3 v o 2A3tj sA-9-4•l63 ca L rr W H a o .N T 1� N T� ` / ` /M Ct cr- Z aW Z_ W 0 c 0LL U-0 0 a a Q x U W Cc m D VJ 0 0 o TZ6 ♦F- ♦^ VJ W I 0 Z rI VJ Z) CL 0 L 0 U- � ai c 0 o t4 o � II ° Q z o z _ > col rn oc c rn 3 0 u I > 0Fb 0 V) LLJ O Z of Z N W Z X Q a Q w W N Q rn (N N g z p p O 00 0-) N 00 N tl- (D 00 z - Z N Ln Ln w w Z 1- vD Ln w CN 0V) Q = z W b� w 8 o a� .n E .� r 7 '^ z (C) N = o 0 r