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HomeMy WebLinkAboutLUA98-128 Large Format0 Z 0 Y Z go 9 w � a o W W M C0 W 0 U C' Q o Y rrTT W In V) C w a a O O o f w L n- �--4 o' o c Q:3 a� m E Q'N c C o � it m w m; o m � o a Q U Q Q �Z 0 N K Z z Z WZZ O r o � Z O O J Z Z 0 Q 4 Z Q w t, (A m Z Y O 1 w °n in 2 i1 Q w I- o ;' m OAKESDALE BUSINESS PARK - RENTON, WASHINGTON - PHASE 1 1w =100' SURVEY DATA: BENCHMARK: CITY OF RENTON MONUMENT NO. 1973, A KING COUNTY STANDARD BRASS DISK STAMPED "KC-F12 1993" IN THE CONCRETE SIDEWALK ON NORTH SIDE OF S.W. 43RD STREET, APPROXIMATELY 782 FEET WEST OF CENTERLINE INTERSECTION OAKESDALE AVE. S.W. AND S.W. 43RD STREET. ELEV. = 25.61 FEET VERTICAL DATUM: NAVE) 1988 BASIS OF BEARING NAD 1988/1991 1 I I 't ! 1 I I 1_Ih 1 1 104) ;1 I •` 4. b .� CI5 I I I ;.z ' ' h N21'23'3 E 19.05 N88'37'07"W ?� 13.11 S,99' 15' 4 C "W N88' _ 2c.0 _._-26 CALL BEFORE YOU DIG: Z O 0 1-800-424-5555 Lv NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST AND THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF RENTON, WASHINGTON s jN84'23';r) N�4�o0�5 8� I N�7� 9a I • I I I SUE -PARCEL "J" N66'38'35E I 4.. J9 n I F � I W z I z o I �- PROPOSED LOT LINE I O Ir NOT A PART SUB -PARCEL I"G" SUB -PARCEL "H" o - - - - - - - - - - - - - - - - - - - - 1 a- I a I al a SUB -PARCEL "K" I I o Z I I I I SO1'11'17"W S46 8-50O W I 1,47 --- ----_� ¢: UnUrY CONFLICT NOTE: CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. 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 VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE - ----- PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. Q IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN z O CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH ' z CONSTRUCTION. File: P:\SDSKPROJ\591 1 \ENGINEERING\591 1 201 .DWG Dote/Time: 03/ 18/1998 1 1 : 1 6 Scale: 1 = 100 Jason Xrefs: Z591 1 2B,Z591 1 2T, --- — ----T----————————--_'- I N59' '1 7.05 z 54. \ I N17'53'35"E 1 23'6 .4� ;c o 00 335�35 v r r v PRO�t75ED LOf UN���•�,s- _ E � IW z Q W � Q 0 st '^ o In 10 N I 3635"W 511.90' 0.64 . T - - 88'48 50 - 376.42 `y _ S.W. 43RD STREET- - - - - INDEX OF SHEETS: 1 of 9 COVER SHEET 2 of 9 GRADING/STORM DRAINAGE PLAN 3 of 9 GRADING/STORM DRAINAGE PLAN 4 of 9 GRADING/STORM DRAINAGE PLAN 5 of 9 SECTIONS AND DETAILS 6 of 9 SANITARY SEWER PLAN AND PROFILE 7 of 9 SANITARY SEWER PLAN AND PROFILE 8 of 9 SANITARY SEWER PLAN AND PROFILE 9 of 9 NOTES AND DETAILS T'1 of 2 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN T2 of 2 TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES AND DETAILS MV No Ekc j LEGAL DESCRIPTION: Parcel H: The (lest 85 feet in width of the following described property: That portion of the Northwest quarter of the Northeast quarter of Section 36, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington, described as follows: BEGINNING at a point on the North side of S. W, 43rd Street which is 943.04 feet East of the Northeast corner of Henry Adams Donation Land Clain No. 43, in Section 36, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington; THENCE East 353.04 feet, along the North side of said street; THENCE North 562.16 feet to Spring Brook Slough Drainage Ditch No. 1; T11ENCE Westerly, along the South side of said ditch, 334.12 feet to the East IIne of a 5-acre tract deeded to Winston as recorded in Volume 580 of Deeds, page 207, in King County, Washington; THENCE Southerly, along said line, 472.1 feet to the POINT OF BEGINNING; EXCEPT that portion thereof condemned in King County Superior Court Cause Number 81-2-08117-7 for widening of S, W, 43rd Street, Parcel I: That portion of the Northwest quarter of the Northeast quarter of Section 36, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington, described as fotlows: BEGINNING at a point on the North side of S.W. 43rd Street which is 943.04 feet East and 30 feet North of the Northeast corner of Henry Adams Donation Land Claim No. 43, in Section 36, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington; THENCE East 353.04 feet, along the North side of said street; THENCE North 562.12 feet to Spring Br,.,. Slough Drainage Ditch No. 1; THENCE Westerly, along the South side nr said ditch, 334.12 feet to the East line of a S-acre tract deeded to Winston as recorded in Volume 580 of Deeds, page 207, in King County, Washington; THENCE Southerly, along said line, 4? y feet to the POINT OF BEGINNING; EXCEPT the Westerly 85 feet thereof in ,Ildth; and EXCEPT that portion thereof condemned in King County Superior Court Cause Number 81-2-08117-7 for widening of S.W. 43rd Street. Parcel J: The East 393-1/2 feet of the Northwest quarter of the Northeast quarter of Section 36, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington, lying south of Spring Brook Slough Drainage Ditch No, 1; EXCEPT that portion thereof for S.W. 43rd Street right-of-way; and EXCEPT the South 20 feet of said premises conveyed to the City of Renton for widening of S.W. 43rd Street by deed recorded under Recording Number 58956B9; and EXCEPT that portion thereof condemned in King County Superior Court Cause Number 81-2-08117-7 for widening of S, W, 43rd Street. Parcel N: That portion of the Northwest quarter of the Northeast quarter of Section 36, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington, described as follows: BEGINNING on the North line of the county road at a point which is 943.04 feet East and 30 feet North of the Northeast corner of henry Adams Donation Land Claim No. 43 in said Township and Range; THENCE North 03' 49' 00' East 495.8 feet, more or less, to the centerline of the drainage ditch ? THENCE, a I ong so i d d i tch I i ne, South 66' 03' 00' Vest 209. 93 feet; THENCE South 409.46 feet to the North line of said county road; ! THENCE East, along said road line, 159.85 feet to POINT OF BEGINNING; EXCEPT right-of-way for said drainage ditch; and EXCEPT that portion thereof condemned in King County Superior Court Cause Number 81-2-08117-7 for widening of S.W. 43rd Street. •" APPROVAL BY BY BY NO. I REVISION I BY I APPR I DATE SAD'o DE WASyi 3 vi w ZW a Wp� J ~ � Q WCc W!q a� o U; iro wZ zCc O z U O � Q z U O W I- U) O z �, n a_j w a X Z Q z z LIA N gz Q r-) N N p C) N 00 0 6� 00 N r-- z > Z p� (0 00 w N Q z I N N zFz - w cD cD N Z CD O J� _0 CIA N U l �N 4 N� S _ Z 1 N 0 24661 SFC I S I E�NG\�`�� "'� J� ON E A L b►� �g EXPIRES CITY OF RENTON [DEPARTMENT OF PUBLIC WORKS COVER SHEET O z M DES10NED KL O DATE 1 /7/98 FILE NO. DRAWN SW___ -- - CHECKED KL SCALE--1-100'__-- -- FIELD BOOK PAGE APPROVED 1 Q U DIRECTOR OF PUBLIC WORKS SHEET _-- 1 -- OF V %Yl J1 , —� V / I Li..l w J U to 0 a 0 0 a x OAKESDALE BUSINESS PARK - RENTON, WASHINGTON -PHASE 1 GRADING/STORM DRAINAGE PLAN 1 1w=30' n�. � _. ..-. __ _. i 1 •.•• ' 1 O.Ers . . 1:.7:: �.. J. a to I I ' It . c 1 � � ,r art✓ ''•Y, QCi j I .try � '..t/ ,t:�• ��.��✓• /• •• / IE=14.0 z If i W/FLAP GATE • d I i I BACKWATER ._.-...��, i; PREVENT � & RIPRAP PAD O/ CKx � j l � •:• �'� r J i 1p" I I II II / IIf 11 II ' ( G 11 „, 111 1 � 11 II II II `11 II 11 ti:. !ur „ ° 1 iL 0 „ n 1 p II 11 °IM __ II •yjEE II II II 71 's : q II II 11 , iz� II II i 1 II I ' I I If I II II I i li II 11 1 II II ;1 " 52 LF 18" CPEP ® 0.58% II II 41 II II i� CONTROL STRUCTURE 1.0 A ,..... .............. _........ ,IE141.3 I II S fjETAIL SHEET X. f ` `i.._.. ✓� �. . ti y, /l� pro' / / / 1 u k CPEP �. �• � " '' 32 LF 18" ' / iff' II ' ® 0.63% 24 / I A it/ / ^o ,�c �' / I �` ti�l ��� ;; ' EX. 12" CONC. SD ` •';,v • , I :f �� , ' ' TO BE REMOVED 01 CHAIN LINK FEWE` OF EQUIV. �; I y �z 4j: I. ..IM :87(l �;' <.. q .a Txa --� ;�• / ,'� <`'✓': / +�. \\\ i y •1 .�'n" nG' it ' IE=b.87�1 L" CONC W� rrc_n "` A.S. APPROVED :$Y Eh�liIIAEER AND / p '' •�/ /� 'a v j ' ;% y„ (, \,1 ' ``"a / i �'�. / / I/� IE. 6.z3...11 c. t;l}hd•, .ar Q 25 INDUSTRIAL SHORELINE SETBACK: ?� CITI^ •QF RENT O L a;�. (TYP. ARO.,N{Y ERIMETER OF POND) , l /; ti10 /j X f / I z � � I l I f( O I / 2 < : Ery 2 10 WIDE ASPHALT PEDESTRAIN TRAIL -EX. CB Q O�` t;+ems EX SSMIi _.. /� / �/ % i� r�'/y/ :1'I :11 I j ' RIM=19.47 w , � : 2 RIrYi=18.58 j.� ,\ � s �' •/ / ,l �< rr/�r/� I :l !II :I V. C IE=13.67 12" CONC E) 3D 50 COMMERCIAL SHORELINE SETBACK 2 IE=7.1 �1 yc�;tic Wj \ �� /,' f. ' i.� �• , � �% r l• :I I )j IE=13.67�1 z" coNc w) I� \ �•'12" CON E) ` / / g� 6h .✓ f,, it /,rr I :!�Q, �. I , 4 PLUG EX. 12' W AT CB o ®20' UTILfTY EASEMENT / ,�/ >> r' .I I _WET D IfT10N POND.. -``� ; ' !j �, ,% .'�� ✓ ; :I a l l; EX. CB E_ , '' ` RIM=19.49 2p BOTTOM L! 10.5 - 1y % '( I IE=13.29 12" CONC W m WET P SURFACE EL- j �� 1 a' I ! I :i 3 1 f I ) MAX�W.S. EL=19'.0 e`� S`� o / f /� /{r 1 -:/ II j°3� IE=13.29�12" CONC E) •"......"........................... - _ _ cN F.X. SSMH' EL -OP 20 0 ,• II - -- 1.10 - ORDINARY HIGH WATER LINE EL=13.0 .�o�'�`' �� �� ��;J �/C L ; ; 10' X 72' _.. _ 5 oor ._ .-..:•'-__.__.. _._ _ _ _ - _ _ •� �/ 9 / ?kN(t ° / ' RC)ADWAY i1NCa ,, --• .. .. .. ' _� Uili)1f.S EASEMENT v ,REC. ."4019}Jl it f CC a I / / \' 1 z / .... ----_r-- 5� 2 1EX. SSMH Q / y \•, '\ 11 II , aZ � /.y I j ..-•''"'' /!,2 / / ..O,L�� ,�►/ // �i i�r ` "'+'�• - - ........ - - ,��• '�\-� )i --E 1 � (j: l` 5 K,� RII�!=24 �C1, Ko ��• 10 / , ,r, i/ i \ . • �� . E' I 1 t ,'It I IE-6 76, ; CONC N) I, I IE:6. , b, : 2 ONC E.) �3 -CN \ ' f I ..... EX. 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SD: I: 1 ......... - - - ".. �+� . •-,Z 0.25% 00­-00 "` TOP BERM EL=15.5 I ., I W i 1 w / + :.• �= cr JO .BE ABANDONED �.J I- - E L 14 5 Q I--- i ..... '"- p „..•�'__- i .•' �i . 1 � .•. SEE DETAIL SHEET tiy. �%`'° :�`` : . o : I i� C ; RIM=20.38 .. pp OVERFLOW SPILLWAY ,• if %� _�.-- i - IE=13.98 12 CMP E I O IE 14.08(1 CONC W) . \Ir CB 1 TYPE 2 48 ( ) r _ RIM 22 5 / -- - .r - ORM _..r _ W ;I D] ir.••�-- " "r%d •.• �, ..� U r ,,.. f _ ^° T bRAINAGE --,' :257 .,..'''•� ! o IE=, 4.88 .� SUB -PARCEL J / 1 � � , �,•� _ = jj'i� " W 3 vi w z W aw w, rr d� O� rrp wz �d O z U O � a z U O J W r T M LLB = E CD 0 z j O Z0f z Id c/) U-) w Q x oz LZ Q (D N 00 C) z 00 or) N CID r__ 00 z N Q 3: r- i z� Ln Ln c� z Ln N cD N CD z> N Z CD CD -' Of _.... _.... R / �L _i EX. CB I PSADy elf i'' C� 4. TYPE_T2 48 IE=15.41 I F I1... \ / -20.2' j �{ , OF WASH �w> •'•• RIM-19.0 :' M- ` IE=15�0 ;� / / / RI=14.18 12 EONC? W) ! A- /c / Z �y / IE=14.08�1:2""ONO E) I I -` o ' / PLUG EX.:12 . W: CB c I, , / w SUB -PARCEL nH* / : 1 (, ' y 24661 0 /�� A2 ZfONA Lco�5 ■■■■■r�■■■rt■■®■n�■■1■■r•■■■r•■■1■■■■■■■■■■r•■■I■■■r•■1�■�■�■�■■rr■�■■�■1■r■�■■�■�■�■■■r•r�■r•■■■■r•■■ur■■■■r•■■■■■■■■r•■r•■�■�■r•■r•■■�■r•■�r■�■Ei� ■�■�■�■r•■�■r•■�i�rr•r�l■i�■� �■�i� �■ ` ■ I■ ■r•■�■rr�iN (n MATCH LINE SEE SHEET 3 EXPIRES 6/11 /qR � CITY OF RENTON � RECOMMENDED FOR APPROVAL E�1tEPARTME-NT l PUBLIC WORKS BY BY GRADING/STORM DRAINAGE O BY PLAN (1 OF 3) M O DESIGNED KL DATE 1 /7/98 FILE NO DRAWN _SW z o 1 REVISED PER CITY REVIEW JGH DKB 5/22/98 SCALE -_ 1"=30' FIELD BOOK PAGE CHECKED KL_ APPROVED _ DIRECTOR OF PUBLIC WORKS SHEET 2 OF 9 _ z Z NO. REVISION BY APPR. DATE /•Y'•1 File: P:\SDSKPROJ\5911\ENGINEERING\59112G3.DWG Date/Time: 05/28/1998 10:31 Scale: 1=30 joson Xrl Z591126,Z59112T, `_J -17 �r_ /21 V) Cn I CL 6 Z M O ;l W!R 0 z W 0 n. a) o o� r' v Oo-E Q U - LiJ a: _o E -Q) 73E E 0),_ C o � FL w rn :D ZZ QJd .. �O �o x 3 W U K- C) x (3-0 Z J U N¢ W Z o H Q $W w U N m a 3A Q � J � z 2 O W Y 0 O If rn = u d Q w Q 0 m z 0z 171=30' OAKESDALE BUSINESS PARK - RENTON, WASHINGTON -PHASE 1 GRADING/STORM DRAINAGE PLAN MATCH LINE SEE SHEET 2 �r■■■■■■■■■■rr■■■■■■■■■■■■■■■■■■■r■■r■■�r■■.■■■■■�■■■■■m■M■M■M■o■=■moms mom ■= ■mom■ ■ JIM■M■ 11m■mw1 EXIST•: G BUILDI G ; a� S 1 :ca :w I SUB -PARCEL "J" N ,y I,, I r 'N 15' ROP.D EASEMENT: ,�a ya C :I e i REC. NO. 5532 67 1k• ,yti 0, nti`� ' ? �i r Z I I .... ... . ..... 6 .... ^� � of r rye. �n A = 1 Z h _?' EX. CB y, ff �I RIM=21.27 \a a�. IE=14.87 12 CONC E) PROPOSED L IAlG IE=14.97�12" CONC W) I ;`a.i$x '� rl�ky �+<�• as`\• �z �� `?• cal .'y rye- ^ } _ - -_ - _- - - - - _ SUB -PARCEL H ��' CB 2 TYPE 1 - I I RIM=20.5t k� I C5 w I IE=15.75 z RIM=21.35 r o a = CMP ) I I 14 8 r I ( •.� IE 14 95 12 CONC W f 51 E r � I Of CD ru LLj .............. r z J . ��• o r I __' CoI W r I o SUB -PARCEL X"I t'I �/1 I d ,• e .. eo L IhAiRE .._ ._......._ �, ._.......... e1 _J yYy ..`...... ry. UM ae r ,y ^� • %,✓ ,-� • : �.. � W I f LIGHT J-BUX----__ a• ic. + \ r , r I,. E 1tr " ••............................MH ............................•.. k �y X 5S 1z,At; .. •• �7 '' 4 RIM'-1 .87 I d Q '.' '' c> IE= 2.82�N 10� a I r �.::... �c................ ' ..... ..... .. �C r .............................. ... .. yy JII' .yk?:................... _ ...... . _.. b' At g3 E.X `BSI t ti - ..... .�k R =2? 20 r tip. jM...., : , .. I y� -. �� ryti' .y fE=3.11U(N XIST. CB �y`{' IE=3.10E E I RIM=24.6o GRAVEL ROAD v ........................... ^o EX. CB -i by .. r IE=22.72(6" IRON) flti.. i EX. CB MONITOR WELL 2 rye. �, RIM=22.42 " 1 RIM=22.77 EXISTING CB EX. CB IE=15.42�12" CONC E) CONC W) IE=16.37 12" CONC W r RIM=25.65 RIM=24.64 _ .•�^� IE=16.17 12" CMP E) ) I IE=23.95(6" IRON) IE=23.00(6 IRON) POWER VAULT-- .-._- -,. W ' - ........ ..................... .......... -- - - -•r - - -- - '. EX. CB --s - - ....... 20 _ TEL. h4H - S01'11 17"W z -ss ;7 �h RIM 23.71 " SIGNAL J-BOX ; '�. r I '11. o n, o, k EX SDMH ti................................... 1 - IE,�` 15 2 PVC BARRIER FREE- 61 12 CONC S ` .71(1 N) �,..... '` ��......... k............................ v'. ';t,_, ....-. ................... ' �� - 1 R 1 A 1n, �: �. +, L S ► E1 (48" CMP N; .......... _-..... ........... �i N88`36` �.._......_...._... ; �, 511-g©--- Y , � �,' 88 48 50 ........ • •,y,�' • ��• •,,� .................... k.3.>.0� � �: � >. � �J .8 E) _...._ ,,_....__.,(� N �... a Iti t �; IE=12. 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CB 3 24.47 _ ._ _ ..... _ I I t �a ,yaii s r _ . _RIM=213.70..._ t IE -6 .. ..I.I. � � �' � k"�i �4.�z \ M2 2� E1 o _ IE=17.40(12 CONC) _ G ... _... .... ..... _.. °RI 60 _._. ..... ..... ..................... .... ._ r ..... .... ..... ^II •,� �, lE.=2.60�S',r1i`) 3 ui w z > aw wF_ QU) wQ-_ a� o (j, rro wz zIr O z U O � a z U O J J 7 w z W Cn � m _1 CL d � fr Q 0 _ M LA () � O z � z Ll.i V U) (L J Li J X Q z Z ll! g z j Q N O N 00 00 N CD I__ OO z z LiJ LJ Lid Lo c� C� Lo " " Z z L CD (D N Z O Ooo -' Y U �� Cn �g� '..T �"1,131 r II ,yam - -- ..................... G3 2. r /` 1 Ik:.=10.91E,b C(t4c W) WAc Sd - - IE=10.71154" CONC E} �E y',y J� �► �v> EX. CB RIM=23.79 r IE=15.89 12" CONC N) IE=19.49 6" PVC SE) / r IE=16.09 8" CMP S) File: P:\SDSKPROJ\5911\ENGINEERING\59112G2.DWG Date/Time: 05/28/1998 10:30 Scale: 1 =30 jason Xrefs: Z591 12B,Z591 12T, EX. SSMH RIM=23.99 IE=2.59�NE; IE=2.59,11i,1. RECOMMENDED FOR APPROVAL BY BY BY 1 REVISED PER CITY REVIEW JGH I DKB 1 5/22/98 NO. REVISION BY I APPR. DATE z 24661 2 A. JSIONA L EN EXPIRES ��0x4l"w Q C CITY OF RENTON [DEPARTMENT OF PUBLIC WORKS GRADING/STORM DRAINAGE PLAN (1 OF 3) DESIGNED KL DATE j ]/98 - FILE NO DRAWN _SW - - SCALE 1 ~=30' FIELD BOOK PAGE CHECKED KL APPROVED DIRECTOR OF PUBIC WORKS SHEET.,, 3 OF - 9 ,!5,4 - l (�, - /;; `� _r 0) 10 O z m 0 W U m W z LJ.. 0 z m 0 w U 0 a w 1A=30' z 0 z d �r G O w m 1 CD � M m Ur Q ffO �o r U 3 W U O = <Zs Z O U) J O w D Q V) Q o z Zw w W > O 0 w U Z Y U K 0- Q w z 0 �! SUB -PARCEL G w o I C kr :�XI�TIPJG 1 i O POWER POLE - w t.._ _. _....._ , e. - k e.�s I ,EXISTING !BUILDING �y` -----a 1 }: rig I j r lV ?x �a y ?JIM ny r.k•� I r y.i 1 l S,L0PE. EA, S E M E N7 ! _.. AFFECTING F,Ajt :-,L H 1 SUPERIOR CURT CAUSE l ! • SL= -PE EASEMENT NO. 81--2--0811 7- 7 AFFECTING PARCEL 'J SUF'L.RIOR td`OUI?I BENCHMARK------� \ CAUSE N0.81-2-08117-7 . ELEV.-25.61 f#. \ I Ao • FOUND ;i" KIN( CO. BRASS DISK,- J SA. F 1... } (' 2 _o —F,}.�.�....� ---........... _ .. _ _.. — ..,—_.�C.---•• .--.. k -ti �k--' "... -- `-7�,�h'•-- _ y. .``� ir�h r_.. ...�! . .. ry�o... • � �� .N8836 35'W4 . P6..................._..... .... a.... of I ��' ih VAULTS ! �=�...... ...... ....... ■ elbt; OAKESDALE BUSINESS PARK RENTON, I.............. . ,...........,_.-__■ GRADING/STORM DRAINAGE PLAN ......A op . r- 000 .00 .00 000 .00 .00 000, N r / - %.% 00 j /''� AS MEIV Ti ♦ .9 1 1000 tt ,, N.. ''' �' / / i ...% ♦ ' I / % /'� EXISTING BUILDING tt ■ . / 'i•�• i y"' ♦♦ EXISTING <>4 / 566 `'� i / / ♦ / / ♦ ... WATER FAUCET O t■ 000 rh} l • N � ••• .'' / ♦ / N6 3 5'E EXISTING G 1 ss' / 000 GUY POLE / •';�•..•'/, .,. �, •-' , j' 1�,. ♦/ CE / i♦ I EXISTING 1 ;Oo1' = ,,. / EX.. 10 UTILITY ' POWER POLE - / / 04 .,;•.•'''� ••' ♦,,,� i / W'C UI FENCE ENL-` EASEMENT •• ...... 1 / / 10.5 EAST OF —" PROP. LINE F,.......... / 96 / / 1 �,..� // +�� EXISTING....,- / �y / CARPORT / �. ' , • / / A,• / / / 1 ,� 1 t}' ROAD EASE ME"JT —/ 1 / •/:.' / ��F. / .e ' /.�"''I / __...._ 1 OVERHANG 13 / �.••' •• $ / . • • '- ,. / / .._ -.... . L.. / REC, N0. 9428 i y • r AND 5961940 ! n 1 EXISTING H+UU`.�I: I I ■ C7 _ ... _ •� �� I I c , 1 ell,/ / ' / /0-0 40 .01 If �/ / // 1 ,-_E x. ` HIGH I 3 s.," ,1 z •/ / / / �WOOD FENCE.I ��'.�. :;ke p a le l 1 r EXISTING BUILDING ITJ •.•'-�• / EX. 15 WATER rCC / . / / 44 EASEMENT co / a '' P /. r / 0 Z v z. z` / / / / �43 / a OJT\`'L£:sr' / N NOT A PART ./ WOOD FENCE ENDS ! EAST AND i 1 C:.B' PJORTH OF PRt:.PER=i CORNER / 1 LJ- ti Ji4i'37 MAIL. 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UJ O _w = F— 0 0 z > � Z O � z LiJ to Lij J Q x Q oL Z LLJ L�J Q � C) N 0 z k70 N cD o0 > � z N I I i Lw Q In In z CD G z Ln N N z w CD CD i� N Z O O J Y � � C) U-) �N o • o �- Z 24661��1 Fs ISTE� AL E�Q �or�5 EXPIRES CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GRADING/STORM DRAINAGE PLAN (1 OF 3) DESIGNED KL _ DATE 1 % 98 _ FILE NO. DRAWN Sw REVISED PER CITY REVIEW JGH DKB 5/22/98 CHECKED KL SCALE 1'=30' FIELD BOOK PACE REVISION BY APPR. DATE APPROVED DIRECTOR OF PUBLIC WORKS SHEET 4 OF--9 O 7 m O W U m .1 w Q 0 a L. 0 Q.._. Iv o rT �..i..l Cn vj C O D E Q w ad 1-1-/ o' o c E vL = n� :3E E Q'IV C C p, O Q) ca � w m� � rn 0 Z J ZZ a O lro N K 0 z Z� 3 �z Z J O U V)0 Z 40 Q Z < V 4 N W SCALE: 1 "=20' H 1 "=5' V SE.0 � 10NAND DET,AIL.S ...... ai WET DETENTION POND Z . . .....:. .. BOTTOM EL=10.5 . ...... . .. . �-- 30 ::.......................................... ................ ... ....... - - :............................................. ...................-. . WET POND SUFACE_ EL=14.9"-. . _ _ - ...... ..................... .................. ................... 30 .' . MAX. W.S. EL=19.0. dW . . . . . .. . . . .. . . . . MIN. TOP EL=20.0 . . . . . . . . EX. GRADE ®SECTION PROPOSED GRADE- A.: . . . . . . . . '..... :...... T N SEC 0 ..... 0 :.......................:............. __ .. .............. ....... :.. : . .... .................. .. ...... ... ....................... ..... ............ ......... ......... ... ... ..... .........:........... ..... ..... .. 6' TOP WIDTH DIVIDER BERM WIDTH :......... ... ..... , 6 TOP WIDTH DIVIDER BERM ....... ..... O W 10 MIN: ; MAR N Y ; W : SPILLWAY . . .... ; ; W/10' MIN. WIDTH EMERGENCY OVERFLOW SPILLWAY TOP BERM EL=15.5 . . . . . . .. . .. . .. : . ;. . . . . . . TOP BERM EL=15.5 OVERFLOW SPILLWAYY=14.9 ._;. - 20 : _ : _ ...... ............. ....... ...... ............ ..... OVERFLOW SPILLWAYY=14.5' ::..:..:. 20 =14.5:::::::: ...'. d FROM CB 3: ,... ..... ...... ............. ,.. ...... ......... ... ... ... .. _ ....... E I —14.5 .................... ..................... ................... ............ ..... ................. .. .... :..... :. ........... ..................... .................. ..... Z U CELL 1 .... CELL 2 ...... CELL: 3 ... :.:. 10 : -......... ...... :........................ _ :................. ... ..................... ...... ........... ..... ....... .................. _.......... .. ... ......... ................... ................. _ - ..... _ _........... Io..: ...... .....'......... :.........'.......................... ........ ......... ......... 18" CPEP 70 ...... ......... .... ..... . . � . . . .. . : . .. C OL STRUCTURE CONTROL E . RIPRAP PAD ::: .......... ......:.........:........ :....:........ .:. DATUM ELEV .. ...... , ... ..... ................................. _:................. .. .... ::::::.:. � :... ................:....................: _ _......:. SECTION ... IE=7.05 ... _- 500 4 C SCALE: 1"=20' H 1"=5' V APPROVED BY ENGINEER FRAME AND LADDER OR STEPS OFFSET, SEE PLAN SHEET. FRAME & GRATE ELEVATION PER PLANS RIM=21.5 CHAIN-200 CAPACITY SLACK WHEN SATE IS WN. FASTEN CHAIN TO FRAME �*— G OVERFLOW ELEVATION TO PROVIDE DETENTION AND OIL SEPARATION EL=19.0 0.6' NOTCH WEIR=� EL=16.0 STD GALV. STEEL OR ALUMINUM LADDER STEPS n CLEANOUT GATE AjSF , BODY BRONZE MTD. OLYMPIC FDY. STD. OR B)LtC/C/1-LG, IFT GATE, w Q A CADE t 2 f, CULVERT INC. OUTLET OR PIPE C) OTHER DEVICE APPROVED BY ENGINEER a• It O INVERT EL=14.3 RESTRICTOR PLATE W DRILLED ORIFICE 3 1 /8" DIAM. 54" N NOTES: 1 PIPE SIZES & SLOPES, SEE PLANS. 2 OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3) METAL PARTS: •• A) CORROSION RESISTANT OR GAL- • VANIZED OR ALUMINIZED TYPE II, °• B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I. ' 4) FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE IS VISIBLE FROM TOP. B) CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C) FRAME IS CLEAR OF CURB. 5) STRUCTURE SHALL BE A TYPE II CATCH BASIN MINIMUM. 18 INVERT I=� TYPE II-54' FLOW CONTROL MANHOLE NOT TO SCALE RY BY BY I APPR. I DATE w = U c� I— z O � zl gV) J Q w x Q o z z Ll.J Lij g ME Q CV r7 O" (V cV 00 z p Uty Z C 00 p) cD I- 00 5;cV cy- z N I I liJ 1i.1 w Q � `- In r- In z c� �� Z In N CD N CD Z > (V z O O J `1 C) V) z w v 5J b8 Q C0� EXPIRES 6 11 � CITY OF RENTON [DEPARTMENT OF PUBLIC WORKS SECTIONS AND DETAILS O z �1 l DESIGNED — KIL -- 1 DATE 7 98 r F LE No. O DRAWN SW W SCALE AS SHOWN FOLD BOOK-- _ PAGE CHECKED-_-----KL_ APPROVED — DIRECTOR OF PUBLIC W)RKS SHEET 5 of 9 I- rn 1 1 1 n 'I CI Y Z 00 U m Z 9 4 a I W CL J_ a- O CC 11._ Q J OL fr w o M m o W d M W n L_ �0 aa)N Q- a ""' 0 Q - :O w \ c on o c v� a 7 C) �Na c C M o a) a- Cj m w a JJ Q U` Q f- Z wo z x� O�Z x o Z Z Z O :1 O U N o 2o< W � � U N W W U JZ [] 3 O 0 W U x U I � 171 d Q w Q z O 0 lll OAKESDALE BUSINESS PARK - RENTON, WASHINGTON - PHASE 1 1711-20' . RAN111 ARN SF WF R P1 AN] ANin PRC)P 11 P �...... /-, EX. SSMH I - / "i ,.� - �\`�' ��•' �' , ��i �' 1 I _ '� _ _ _ _ _ RIM=18.55 i' IE=7.15 12" CONC W)I /! `� / , �f i ` ' 1 ct ► .� I... IE=7.05(12 CONC"P.. - /� % vi. {. ' 'c - --- ,:. c � I f I• G 2 t`X. SSMH i 1_ r• �� - l' '�' �, \ \ RIM=18.58 i .Y' _,,:' r 9 r�� IE-7 15 12 Cfl - !/'� i CI OF RENTON I: '� I c c r Ow"AA IE=7.38�12'-.CONCH r;: ROADWAY .••'' �,.�\ '`' I�1;' A AND .• >`_ l r ' '� UTILIj( EASEMENT j :I t r''' O S �6 f i �•:.�� ; ,• `,vi N;t �ti \✓ I \•� �� i�?j RE9,,, . .t 407190872; :I ? � ! .l t r, J / _ (�.• ' i --SSMH f3ar 1 u EX. JMft.4 :`�\ RIM= a-#> \ I \ 1 Lf V 20.55 IE=6.55 12"♦.00NC00 \ '' IE=6.55(12" CONC ,E) 0 go r..;•� �?'"' <�-'1 �. �; / \ ' , I \ '•`• I EX. SSMH r 35 �`1V- \J` �';`L.! : V/ V' ,` �r� \ `� 1• i, `i� �y/ I /.\��. I \i RIM=24.01 •Z IE=6.76 EX. 12 *NC YJ r ti� N / t •. 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SS MH RIM=20.48 IE 4.18 12" CONC E) If 2.38 N) IE 2.38 S EX. SSMH AIM=20.55 IE 2.95 N I IE 2.95 S IE 6.95 12" CONIC W) i 1. 1=_x. CP I0 =20.23 iL- 14.18(12" C'ONC V,) I :E- 14.08,12" CONi E) j EX. CB IE= 4.08(12' CO.NC !N) \ I IL:=1.5.98(12" CI`lP E) - I I �• n� , , V J o W LLJ � 3 , , RAINAGE 3 w z aw J w(n� Q� O Cd or p wz zir O z U O � Q z U O J 2 V) Ld 0 () Z /1 � z LA � M L w < X Q i- z W N z �� O O 00 N N 00 t-- z > Z C) (.0 00 z LLJ N Q I In I Ll7 LZ 0 Z w N Z LAJ CD O J rr Y �� U V) N � 1 Z Lij be EXPIRES 6 11 4 CAN � CITY OF RENTON 10 DEPARTMENT OF PUBLIC WORKS 14+00 13+00 12+00 11+00 10+00 BY I SANITARY SEWER PLAN AND PROFILE BY SANITARY SEWER PROFILE VIEW 1 " = 5' O qM BY I Ate_ I DATE a 0 OF 3) DESIGNED KL 1 7 98 DATE � � FILE NO. DRAWN SW SCALE AS SHOWN_ HELD BOOK-_-PAGEE_- CHECKED -_ __KL- - APPROVED - DIRECTOR OF PUBLIC WORKS SHEET 6_ of 9 _ O z M O uj U M File: P:\SDSKPROJ\5911\ENGINEERING\59112SP1.DWG Date/Time: 03/18/1998 11:21 Scale: 1=20 Jason Xrefs: Z59112T,Z5911213, F__ I 0 V) I CL Q_ a- 6 z M 0 , a V) w _j U- 0 cr a_ 0 z --It z I a_ cc w �rl w ca >_ Er < F- z < CD W+ & , ,ij .0In , z, � I , �Go_ n � M F- V_ D q Z? F n_ ; . I . I .� 0 P Z wo � > N w . 0 1: z 3 0 M V) Q �j I < � o t�: 0 . . ...... 1- ........ ........... , --- I... . . ........... � ...................... .... b'- : .. _,� --- _� ........ *****'* .. ................... . ............ "-**"*"' ......... , I .. _.ii!_! * , ............ ... ........... ...... � ......... ** ................ ......... .... ... - .. 0 ... . ..v ........... .... ..... .... ..... M - I ... I ,�:...__- -.-.::,;:-..::� ...... ; ................. ........ '5 ,,,IN .............. ................. ..,_._..,..._,.,_ . 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I ............ __ ­ I .......... � ............ � .... - ... 19+00 18+00 17+00 16+00 15+00 FECONAENDED --MLJOLAL- FOR APPROVAL IDEEPAFITMEENT OF PUBLIC WORKS *jP \- D'� , � BY ci 2 < z 6 bi � z L, I SANITARY SEWER PROFILE VIEW SCALE : 1 *=20' H 1' = 5' V 11110201100"AwA611 I SANITARY SEWER PLAN AND PROFILE (1 OF 3) M = 1�1,,��� M mm 0 . DATE 1/7/98 IFLE NO. - scALE AS SHOWN OF PUBLIC WORKS k ig Ay_/.�,� 0 z M 0 ) ui b Cd File: P: ENGINEERING\59112SP2,DWG Date/Time: 03/18/1998 11:22 Scale: 1=20 Jason Xrefs: Z59112B,Z59112T. 1� I V ) Y 8 m 9 W Z U Z 3 n w / V I w CL _1 CL o Cc OL 1)z z ~ <C z z J Can a- d III w w O o � m 0 d -- 0 u a a, o Q U V) w O -0 E N �w ►""+ c: �/ J a - C � C Q'N aJ 0 � a m� w m� M � � C a � Q �? Q 1_ W0 � N K 0 S I Z J 3 W U 2 O x o Z (fi OU Z O Q Z W Q G 4 U N I1 W Q 14 OAKESDALE BUSINESS PARK - RENTON, WASHINGTON -PHASE 1 SANITARY SEWER PLAN AND PROFILE SEE SHEET 6 FOR CONTINUATION OF SAN. SEWER LIVE CIA �c _;t- 7- ' . 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Z I X O 3 O R n a W c V U < • w Q C) m z O L0 O z 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 MIDST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7, ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION 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 STEE_ , ,,.E AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHAI,.T TREATMENT # 1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE P"°Ic, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASI,, ,.,rrES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT 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 MEET 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 PASSING; 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 THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR 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 SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND 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. 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-INCII 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 11). 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 (CM P) - 6 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE 16 GAUGE WITH 2 2/3 INCH X ] 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 ASP14ALT TREATMENT l COATING (2.0-FOOT MINIMUM COVER). E. HELICAL CORRUGATED STEEL PIPE (HCMP) - 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. NOTES AND DETAILS SANITARY SEWER NOTES AND SPECIFICATION&- 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO SIARTINC- CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6, CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRU:;IION. 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. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. MORTAR FILLET MANHOLE FRAME AND COVER SEE DRAWING BR29 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 MANHOLE TYPICAL DETAIL NOT TO SCALE 3 vi w z w 'aw W h J cf) fr W O� cn or p wZ zQ tr z U O 3 a z U O J M Q 0 z r-- W M c d J a- Q O 0 W `w .]G. cr d O cn .w = I- c5 U z > O zW_ zW in g Q QX L=1 Q O �- W Q r'7 N N Z 0 o CD N 00 Z 00 N cD r-- 00 > z Z N I I w w Q .- cn En z z n r- C,4 (D C,4 CD w �- N Z Ld CD O J [>00 Y � � u cr) N� S V � 2 _ z 24661 ja �` 2 `" A� S/0NA L Eat _ 0 0 C EXPIRES 6 11 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS NOTES AND DETAILS BY DESK3NED K L ----- DATE 1/7/98 DRAWN _SW--- -- CHECKED KL_ SCALE AS SHOWN NO REVISION BY APPR. DATE APPROVED _- DIRECTOR OF PUBLIC WORKS RLE NO. FIELD BOOK_ _ PAGE SHEET_-- 9 OF 9 O z m O 7 L1J 0 Ili I ile: P:\SDSK1lk0J\5911\ENGINEERING\59112D1.DWG Dote/Time: 0:5/18/1998 11:24 Scale: 1=20 Jason Xrefs: Z59112B, S.180TH `' EE 181 VICINITY MAP 181 z W ' I SW 31 st STRIEET lJ > Q (n w J ry � } Q � < Lij J (� W J Q Y z > Q -1 0 SW 41 st STR ET w SW 4,3,—d S rR E T .PROJECT SITE SW 43rd STREET and OAK SDAL AVENUE SW 167 167 RENTON, WASHINGTON DEVELOPER: PRIME HOSPITALITY CORPORATION 3033 NORTH 44th STREET, SUITE 375 PHOENIX, ARIZONA 85058 (602) 954-17761 FAX (602) 954-1226 ARCHITECT: ARCHITECTURAL DIMENSIONS 1600 SOUTH MAIN STREET, SUITE 275 WALNUT CREEK. CALIFORNIA 94596 (925) 932-86517 FAX (925) 746-8744 SUBMITTED TO: CITY OF RENTON FOR: SITE PLAN APPROVAL 8-14-98 DRAWING INDEX DR-1 COVER SHEET DR-2 TOPOGRAPHIC AND BOUNDARY SURVEY DR-3 SITE PLAN DR-4 GRADING AND LAND CLEARING PLAN DR-5 UTILITY PLAN DR-6 DRAINAGE PLAN DR-7 LANDSCAPE PLAN DR-8 1st and 2nd FLOOR PLANS DR-9 3rd FLOOR PLAN DR-10 EXTERIOR ELEVATIONS DR-11 EXTERIOR ELEVATIONS DEVELOPMENT PLAJ,. DR-12 NEIGHBORHOOD DETAIL MAP CITY OF RENI Or AUG 18 1198 RECEIV w w Q c� w O rr— � cf z� m W0) z 0 L U Y �W W U Q Z J Q Ln �r cv w 00 �w U) �z .0, Q �U) 0 0 Q W J Q � CA Z W 0 � 0 Z 17 co � z � W 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 0 A A 0 L ZL 0 _ 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-1 SHEET OF FOUND BRASS DISK IN PER SURVEY REC. NO. 8606269007 MONUMENT IS N. 0.04' & W. 0.33' OF THE SE CORNER OF NW 1/4 OF THE NE 1/4 SEC. 36, TWO. 23 N., R. 4 E., W.M. IE = 13.72 (8" CONC. E. & W.) AT MID —CHANNEL RIM = 24.68 IE = 9.40 (36" CONC. E.) IE = 9.38 (36" CONC. W.) \ \ f ❑ ALONG ROADWAY \ \ I I N \ \ I I \ \ I \ \ N 01'11'17" E 477.48' I II I I \ \ I I CONC. CURB & GUTTER � Fo � Zo \ \ I N N (n 1 W o0 0� � \ LA C14 \ \� 10' ROAD EASEMENT, RECORDING / ` OLI Ln NOS. 942813 AND 5961940. o \ \---`-----_ DIRT ROAD I I I HIGH WATER MARK I ���----------------' SOUTHERLY EDGE OF WATER - 50' SETBACK F HIGH WATER M N—BUILD ZONE Z 7c) Oc9. O�Of do OSl � O Z \ C ` P. 12"W FOUND 5/8" REBAR AND CAP, LS 18902 1 24" FIR 5' WOOD FENCE 40" WILLOW FOUND 3" BRASS DISK AT BACK OF WALK WITH PUNCHMARK, STAMPED K.C. F-12. EL. = 25.61 15" HOLLY , j FOUND 5/8" REBAR AND CAP, LS 18902 16" FIR 15' UTILITIES EASEMENT 12"W AFN 7404250404 _ N 01'11'17" E 377.25' / �- 8' GRAVEL DRIVEWAY 15" FIR 12" FIR — 2.0 / GRAPHIC SCALE 30 0 30 60 SCALE: 1 " = 30' SITE SURVEY SCALE: ,• - 30'-0• 4' WOOD FENCE i EX. SAN. SEWER MANHOLE RIM = 25.86 IE = 15.36 (E" CONC. S., 8" CONC. E. & W.) AT MID— CHANNEL LEGEND B MONUMENT FOUND AS NOTED 0 CORNER FOUND AS NOTED 0 SANITARY SEWER MANHOLE ® STORM DRAIN MANHOLE o- POWER POLE GUY ANCHOR LIGHT POLE POWER VAULT f� FIRE HYDRANT $ WATER VALVE WATER MANHOLE 4"G GAS MAIN UP UNDERGROUND POWER LINE SS SANITARY SEWER LINE SD STORM DRAIN LINE 12"W WATER MAIN FENCE LINE AS NOTED CONIFER TREE AS NOTED 0 DECIDIOUS TREE AS NOTED NOTES BASIS OF BEARINGS: PER PROPOSED LOT LINE ADJUSTMENT NO. LUA-98-027—LLA, SEE SURVEY NOTE # VERTICAL DATUM: NAVD 1988. BENCHMARK: CITY OF RENTON #1973. FOUND 3: BRASS DISK IN BACK OF DI=VELOPMENT PLAN'1411't_:: CITY OF RENTON AUG 18 1999 co zI N 0 r� rn N c( .. z� rn w� Q z I 0 � W U Y W W U Q ~ z J Q 3 D Lo o V) W w F_ W W �Z Q 0'i V) 0 0 ►,� � z O F- 0 z z O F� z W 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 0 A Z -- A 0 A A A L 0 0 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-2 SHEET OF \ \ (E) DIRT ROAD I \ \ I I NO -BUILD ZONE IN - I ❑ ❑ 8 50' SETBACK FROM 1 ` O HIGH-WATER MARK I I 18 2" 6'-0" 72'-0" 6'-0" I I TRASH ENCLOSURE Z1 23'-0" 18'-0" co 1 SATELLITE DISH CAI I ? N O PROPOSED 0 I RETAINING I 00 WALL I O C o 1 r cp Cr! I I � O HIGH -HATER MARK \ \ \ 20'-0" 8'-0" n c OC -00 ,0 ♦ O �O PROPOSED RETAINING Z WALL 12"W EX. SAN. SEWER MANHOLE RIM = 24.52 IE = 13.72 (8" CONC. E. & W.) AT MID -CHANNEL EX. STORM MANHOLE RIM = 24.68 IE = 9.40 (36" CONC. E.) IE = 9.38 (36" CONC. W.) { I , (E) DIRT ROAD I MAPLE ALONG ROADWAY I 2'- � I 0 CLE OVERHANG I (TYP.) MONUMENT SIGN � N 01'11'17" E 477.48' I d 101 81,-0" 6'-0"'� 81'-0" ASPHALT PAVING (TYP.) ELECTRICAL 15' SL PE• 1 283'-7" TRANSFORMER E SEMENT_I 0 o - i 1 o I N CID N PROPOSED 3-STORY HOTEL 248'-6" ❑ ❑❑ 10' ROAD EASEMENT, ❑ ❑ ❑ TO BE ABANDONED 20' HIGH POLE - MOUNTED LIGHT FIXTURE (TYP.) 89'-6" GRAPHIC SCALE 30 0 15 30 60 ( IN FEET) 1 INCH = 30 FT. 01 (E) 15" FIR 120 FENCE POOL PICNIC AREA LIGHT o ❑❑ ❑❑ ❑ ❑❑ ❑ ❑❑❑ ❑❑❑ 1 GPO E am i m co iEl ! O o I � I LJ 0 =I to CN 18'-01, 4'-01. 3 6" 1 d BOLLARD = Fn CABANA BUILDING—HM (TYP.) '00 z o In I ; I 0 � 1 ao 14 0 1 54'-0" 27'-6" 126'-0" 10'-O" o 0 (E) 24" AR'TO BE REMOVED (E) 15" HOLLY TO �OR RELOCATED 34'-6" N 7'-0" BE REMOVED OR 6'-0"'� c�v 90'-0" RELOCATED 1 0 = 3 10t I • o (E) 12" PINE 1 „W N 0 '11'17" E 377.25' �(E) 12" FIR `-- (E) 1 FIR / (E) 40" WILLOW 15 UTILITY EASEMENT a - I 4' WOOD FENCE I SITEPLAN SCALE: 1' - 30'-0' io 1n 4 cc W 00 cD 0 '3 a co cc 0o z i 00 UNIT COUNT BREAKDOWN SQ. FT. 455 455 455 455 532 576 576 576 586** 938** 913 604 956 UNIT TYPE S-AS S-AT S-K S-DD S-MOD M1-AS M1-K M1-DD L XL XLI TOTAL FIRST FLOOR 1 1 21 5 0 1 2 1 0 0 1 33 SECOND FLOOR 0 2 25 4 2 0 2 2 2 0 1 40 THIRD FLOOR 0 1 26 4 2 0 2 2 0 2 1 40 TOTAL 1 4 72 13 4 1 6 5 2 2 3 113 % 1% 4% 63% 11% 4% 1% 5% 4% 2% 2% 3% 100% (*) INDICATES ONE UNIT DESIGNATED AND EQUIPPED FOR THE HEARING IMPAIRED. (**) INDICATES SQUARE FOOTAGE OF UNIT ON THE TOWER SIDE OF LOBBY AREA. PROJECT SUMMARY NO. OF STORIES: 3 NO. OF UNITS: 113 —(E) CONC. CURB & GUTTER TYP. UNIT SQ. FT.: VARIES ZONING: CA (COMM. ARTERIAL) GROSS BUILDING AREA: 74,523 SO. FT. NEW DRIVEWAY GROSS SITE AREA: 135,582 SQ. FT. (3.11 ACRES) - "NO BUILD" AREA: 19,499 SO. FT. (0.45 ACRES) NET SITE AREA: 116,083 SO. FT. (2.66 ACRES) PEDESTRIAN ACCESS FLOOR/AREA RATIO: .55 LOT COVERAGE: 24,271 SO. FT. (18%) LANDSCAPE AREA: 64,756 SO. FT. (48%) (E) HYDRANT PARKING AREA: 46.555 SO. FT. (34%) PARKING SPACES REQUIRED: 1 SPACE/UNIT + 2 SPACES PER 3 EMPLOYEES = 116 PARKING SPACES PROVIDED: STANDARD PARKING = 91 SPACES DECORATIVE CONCRETE PAVING COMPACT PARKING = 20 SPACES (17%) HANDICAPPED PARKING = 5 SPACES TOTAL PARKING = 116 SPACES PARKING SPACES SIZE STANDARD PAPv,NG: 9'-0" X 20'-0" (W/ 2'-0" OVERHANG AT SIDEWALK AND LANDCAPING) COMPACT BARKING: 8'-6" X 16'-0" (W/ 2'-0" OVERHANG AT SIDEWALK AND EX. SAN. SEWER MANHOLE LANDCAPING) RIM = IE = 15.36 .36 (6" CONC. S., HT. RESTRICTION: 50' 8" CONC. E. & W.) AT BUILDING HEIGHT: 50' MID- CHANNEL SETBACKS REQUIRED FRONT: 10' (LANDSCAPED) SIDE: NONE REAR: NONE CONSTRUCTON TYPE: TYPE V, 1-HR. (FULLY SPRINKLERED) OCCUPANCY GROUP: R-1 (HOTEL) — NEW DRIVEWAY LEGEND (E) 3" MAPLE TO BE REMOVED OR RELOCATED 8 POLE MOUNTED LIGHT FIXTURE, 20 FEET HIGH 42" HIGH L;GHT BOLLARD Og PARKING CC ', T CONCRETE PAVING DEVELOPMPR'T PI_.ANNING CITY OF REN FON AUG 16 'ibyd 3;:\\ co w Q W J Q 0 Z CA 0 W � W 0 Z c'o co � Q H U) 3 W � F— O W = cn or cf) co z I N r 0 m n N m cl) Ln zLn v wQ z 20- L U Y W W .J U Q � Z Q N W i� W� W �— w Tz Q I fru) 0 0 Q o 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 A 0 0 A 0 ZL A A CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-3 SHEET OF N 01*11'17" E 477 419' BOUND E3RASS 0145 �j ER, n Ct1 . f r r' ' c�. +� n 7 't�i ...fit^ Z1. 4'. �.� , i 0 i i i PRELIMINARY GRADING PLAN SCALE: l' - 30'-0' LJ LLJ r4-) -t ■ ■ ■ ■ ■ • • 30 •• BASIS OF BEARINGS: PER PROPOSED LOT LINE ADJUSTMENT NO. LUA-98-027-LLA, SEE SURVEY NOTE # VERTICAL DATUM: NAVD 1988. BENCHMARK: CITY OF RENTON #1973. FOUND 3: BRASS DISK IN BACK OF LEGEND EXISTING B MONUMENT FOUND AS NOTED O CORNER FOUND AS NOTED SANITARY SEWER MANHOLE STORM DRAIN MANHOLE POWER POLE -� GUY ANCHOR LIGHT POLE P POWER VAULT FIRE HYDRANT WATER VALVE WATER MANHOLE 4"G GAS MAIN UP UNDERGROUND POWER LINE SANITARY SEWER LINE STORM DRAIN LINE WATER MAIN FENCE LINE AS NOTED CONIFER TREE AS NOTED DECIDIOUS TREE AS NOTED NOTE 50' SHORELINE COMMERCIAL SETBACK, SANITARY SEWER AND STORM DRAIN LINES SHOWN AS EXISTING ON THESE PLANS ARE PER OAKESDALE BUSINESS PARK, PHASE i, PLANS BY BARGHAUSEN CONSULTING ENGINEERS, JOB #5911. AT THE TIME OF SUBMISSION THESE PLANS WERE NOT APPROVED BY THE CITY OF RENTON. I)VELOPM RENTON INN G CITY OF AUG 18 1"d V ) W wk VAI W rah V W m O co OD z0 d) N rn N _ m v z� rn w C) Z 0 _L_ J U Y �W W U Z J Q 3 N W In ui W �W 0 �z Q I 0 0 �QD o �1 Cn L Ml bm 3: 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE A— PHASE A A A A A A A A 0 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-4 SHEET OF ISA--Tf�- --) �IDC LJ Vf1DANIT ACCV 725 LF 6" 8' 8" TEE (FLU Z 8" 6" G V (FLx� 01, 8"x6" REDUCEF 10, COUPLING (MJx ww TH UST BLOCK ow m 22-1 /2' BE ( JxMJ) T RUST BLc 2 0 c9. CA \ l'UINIV-V I I V L_A I L 12"x8"x12" TEE (FLxMJ) 8" GV (FLxMJ) THRUST BLOCK UTILITY PLAN SCALE: l' - 30'-0' 30 0 30 60 SCALE: 1" = 30' BASIS OF BEARINGS. PER PROPOSED LOT LINE ADJUSTMENT NO. LUA-98-027—LLA, SEE SURVEY NOTE # VERTICAL DATUM: NAVD 1988. BENCHMARK: CITY OF RENTON #1973. FOUND 3: BRASS DISK IN BACK OF LEGEND CONNECT TO EX 12" EXISTING 12"x8"x12" TEE (FLxMJ) O MONUMENT FOUND AS NOTED 8" G V (FLxMJ) O CORNER FOUND AS NOTED THRUST BLOCK O SANITARY SEWER MANHOLE ® STORM DRAIN MANHOLE POWER POLE GUY ANCHOR LIGHT POLE POWER VAULT A FIRE HYDRANT $ WATER VALVE ® WATER MANHOLE 4"G GAS MAIN UP UNDERGROUND POWER LINE s SS SANITARY SEWER LINE SD STORM DRAIN LINE 12"W WATER MAIN FENCE LINE AS NOTED EXIST. FIRE CONIFER TREE AS NOTED HYDRANT ASSY. 0 DECIDIOUS TREE AS NOTED PROPOSED SS MANHOLE H— W LiJ SS SS LINE F— W WATER MAIN FIRE HYDRANT L �r� Z GATE VALVE NOTE 50' SHORELINE COMMERCIAL SETBACK, SANITARY SEWER AND STORM DRAIN LINES SHOWN AS EXISTING ON THESE PLANS ARE PER OAKESDALE BUSINESS PARK, PHASE I, PLANS BY BARGHAUSEN CONSULTING ENGINEERS, JOB #5911. AT THE TIME OF SUBMISSION THESE PLANS WERE NOT APPROVED BY THE CITY OF RENTON. DEVELOPMENT PLANNING CITY OF RENTON AUG 18 1998 WA Dr^ VJ W (Q V W 2 O T ..ice Z 0 z T 8-14- 98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE A- A 0 0 0 0 0 A L A L 0 0 0 0 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-5 SHEET OF STORM DRAINAGE i 1 I z co1 INSTALL SDMH �1 P N I ON EX 15" SE ow IE 16.50 PER PLAN Fq 1 14I LF 15" CPEP 1 ® = 0.71% Z 1 J 0 cp,� T 1 \1 A%% SID :;R #1 cry ro TVnC i c10 CV DRAINAGE PLAN SCALE: l' - 30'-0' OU�vD t�RASS �+;5u fr,� �r 1 �R un vF'; P NO. S 85062690E / DON E,M NT IS N- 1104i & YV C1.33' 7r . THE SF 4' A i i 9.38 I' 35' CON'C:. Yti' • ' F ` fV(Vill `• ���� 6i �R I F-- W W i cn i 30 0 30 60 SCALE: 1 " = 30' BASIS OF BEARINGS: PER PROPOSED LOT LINE ADJUSTMENT NO- LUA-98-027-LLA, SEE SURVEY NOTE # VERTICAL DATUM: NAVD 1988. BENCHMARK: CITY OF RENTON #1973. FOUND 3: BRASS DISK IN BACK OF LEGEND EXISTING B MONUMENT FOUND AS NOTED 0 CORNER FOUND AS NOTED SANITARY SEWER MANHOLE STORM DRAIN MANHOLE ® POWER POLE GUY ANCHOR Q--� LIGHT POLE �\ POWER VAULT FIRE HYDRANT WATER VALVE WATER MANHOLE 4"G GAS MAIN UP UNDERGROUND POWER LINE SANITARY SEWER LINE SD STORM DRAIN LINE WATER MAIN FENCE LINE AS NOTED CONIFER TREE AS NOTED DECIDIOUS TREE AS NOTED PROPOSED ■ CATCH BASIN QQ CATCH BASIN, TYPE 2 SD LINE SPOT ELEVATION OA CEMENT CONC BARRIER CURB © CEMENT CONC BARRIER CURB & GUTTER © CONCRETE VALLEY GUTTER NOTE 50' SHORELINE COMMERCIAL SETBACK, SANITARY SEWER AND STORM DRAIN LINES SHOWN AS EXISTING ON THESE PLANS ARE PER OAKESDALE BUSINESS PARK, PHASE I, PLANS BY BARGHAUSEN CONSULTING ENGINEERS, JOB #5911. AT THE TIME OF SUBMISSION THESE PLANS WERE NOT APPROVED BY THE CITY OF RENTON. (DEVELOPMENT PLAT" CITY OF RENTON Y W W U Z J Q D L0 N 0 V) w� W �W I:Z� 03 z 0 0 Q0 mu Z O Z W Ir PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 A 0 0 A 0 0 A A 0 A 0 _ 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H0005 PHASE 40 SHEET NUMBER DR-6 SHEET OF W VJ LANDSCAPE PLAN -ti 1 NORTH (E) MAPLE TO BE REMOVED MOVED OR RELOCATED 50TANCAL NAME TREES SIZE SPA WS QUANTITY Acer macrophylla 5121eaf ?-lapis 6 -81 as shown x Acer rubrum 'Red Sunset Red Surnat Red Meple 2' cal. as shown x - Acer cfrcinatum vine Maple 8' m. as shown x Alnus rubra Red Alder 6 -8' as shown x 5stula papyrifera Paper Bfrom 6'-8' as shown x Betuia ,jacquemontll Gercidiphyilum ,japonicum uacqummomtl 51rch KAteura Tree 2' cal. 2' cal. as shown x as shown x Pseudotsuga menzlesl! Douglas Fir 8' ht. as shown x +- } Pyrus calleryanaAristocrat' Aristocrat Pear 2' cal. as shown x Salix scoulerfana 5coulere Willow )gal. as shown x Ze&ova bwTata "011age Grow' Vll"Grow Japansse Zokova 2' cal. a shown x 8 4RUBS/GROUNDGOvERS (2) Azalea 'Gumpo ILhits Gumpo Whits Azalea 2 GAL. 2'%' O.G. x OCorms stolonffera Red Osler Dogwood 3 GAL. 4'-6OG. x ® Euonymus alata 'Gompacta' Dwarf Winged Euonymue 2 GAL. 3' O.G. x Euonymua ,japonica T1lcrophy1la' Dwarr Evergreen Euompus 2 GAL. 3' O.G. x Q Rosa nutxana Nootka Rose 2 GAL, 3' O.G. x ® ex crenate 'µe'lerr µslier Japanese Woliy 2 GAL. 21%' O.G. x O Junlperus virginlana '8kgrockst' Skyrocket Juniper 3 GAL. 2'%' O.G. x Q Lavandula angustifolla Engllsh Lavender I GAL. 2' O.G. x Q Prunue laurocsrasus Otto Luykan Laurel 2 GAL- 3' O.G. x Rhododendron 'comer Ulatersr' Goner ilbte•er lWcdodanaliron 3 GAL. 5' O.G. x vlburnur davidli David's vburnum 2 GAL. 3' O.G. x Arctoetaphylus uva-ursl 'Mass.' Kinniklmlck 4' pot 18, O.G. x V1nca minor 'Bowles' Bowles Coifflor PerlwM*le 4' pot 18' O.G. x w Sea soma I ArmuaIs 2' pot 12, O.G. x �_. Lawn champion GQ 5 Ibs-10000 HYDROBEED MIX Barclays Low -Grow Seed Mixture ("roseed all buffer areas) (as supplied by DF. MARKS, or approved equal,) - Percentage or Seed Barclay perennial rye Lollum pererre '10% Pem lawn red creeping rescue Festuca rubra 20% Aurora µard rescue Festuca longifolia 10% Apply seed mixture at a rate of 220 [be of seed/acre, 2)000 Ibs of wood fiber mulch/acre, 400 be of 10-20-20 Fort t lizer/a cre, and 40 Ibs of tadcJrter/acre. DEVELOPMENT PLANi'.IN33 CITY OF RENTON AUG 18 1999 r-) r- 0` I 1\fFf- V , W r� V , `W 1 Q V W 0 I 0)Ln (D 00 Z0 N rn l-, N v Z� rn W2 � Q Z 0 W U Y W W U Q � Z J Q r N 0 V) W1-- Lj w �w T Z .L Q z 0 0 0 Z O V Z Z N Z W a: 8-14- 98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE A A A A 0 0 A 0 A 0 0 0 0 0 0 A CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H0005 PHASE 40 SHEET NUMBER DR-7 SHEET OF I FIRST FLOOR PLAN sc,e,LE: 1/16' - r-o• YvK SECOND FLOOR PLAN DEV OrN�',y� SCALE: 1/16' - 1'-O' AUG 18, 1999 NORTH aECEIVED cl) OD z 1 N 0 rn L N _ cy) z0) rn �t W< Q Z I 0 _L_ J U Y W W U Q ~ Z3 J Q D 4 0 �W W� w �w Of _ V) I:Z� I 0 0 ►_ WA z O z W PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE A A 0 0 0 A 0 0 0 0 0 0 A A 0 A CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H0005 PHASE 40 SHEET NUMBER DR-8 SHEET OF C) �z— ) �-- �- THIRD FLOOR PLAN SCALE: 1/16' - 1'-O' Ot-VELOPMENT PLANIII,,.: CITY OF RENTON AUG 18 1998 RECEIVED W co ZI N rn 0 N v Z't rn W< Q Z 20 _L 0` U Y Jw w U Q � olZ Q 3 D N w 00 ww w �w �Z Q I cn O cn 0 Z 0 H 0 z Q NINNEELOW PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 A A 0 A 0 A 0 A 0 0 0 0 0 A CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-9 SHEET OF i� C. I.r. D. hA V�..,UV i orivv,. PAINT FINISH COLOR A < X WOOD FASCIA, PAINT FINISH COLOR C FINISH COLOR C w pikv wi ALUMINUM WINDOW, J FINISH COLOR D METAL DOWNSPOUT, PAINT FINISH COLOR C MECH. LOUVERS, COLOR D _' SIGNAGE LOCATION, 50 S.F. (NOT A PART OF THIS SUBMITTAL) E.I.F.S. WALL FINISH, COLOR A DECORATIVE METAL RAILING, COLOR D Q F �L 00 � x TOWER ELEMENT TIMBERLINE ASPHALT 'METAL GUTTER, PAINT' SHINGLE FINISH COLOR C DECORATIVE REVEAL (TYP.) E.I.F.S. ACCENT BAND, DECORATIVE LIGHT PAINT FINISH COLOR A FIXTURE SOUTH ELEVATION SCALE: 3/32' - T-0' FINISH COLOR D THRU-WALL PTAC UNIT, COLOR TO MATCH ADJACENT E.I.F.S. EAST ELEVATION SCALE: 3/32' - T-0' L— DECORATIVE COLUMNS, COLOR C ALUMINUM STOREFRONT SYSTEM, COLOR D E.I.F.S. WALL FINISH, COLOR B COLOR B E.I.F.S. WALL FINISH, — COLOR B I I� 1 ;A Oka IBM CONTROL JOINT (TYP.) —J ARCHITECTURAL GRILLE OVER THRU—WALL PTAC UNIT, COLOR TO MATCH ADJACENT E.I.F.S + 50' - 0' TOWER PEAK +38'-9 1 /2" MAIN RIDGE +27'-4 7/8" OIL T.O. PLATE `* +19'-3 3 4" T.O. DECK J +9'-7 7 /8" T.O. DECK 0 -0" T.O.C. EXTERIOR FINISH LEGEND MARK: DT FINISH: NOTES: A PAINT: SHERWIN WILLIAMS #2201, :OLDEN GATE TAN B PAINT: SHERWIN ' I DAMS #2332, GENTRY CREAM CREAM C PAINT: SHERWIN JVILLIAMS #2446, EDELWEISS WHITE D PAINT: ClI1023, BLACK SWAN DK. GREEN DEVELOPMENT PLANNING CIT`! OF RENTON 3: '1111� co w Q w J Q � Z CA � W � W 0 Z � c;8 co H � 3 < Z w � Z O 3�: W = cn cr 8-14- 98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 A A U A 0 A 0 0 0 A 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H0005 PHASE 40 SHEET NUMBER DR-10 SHEET OF RECEIVED , I WOOD FASCIA, PAINT FINISH COLOR C E.I.F.S. ACCENT BAND, PAINT FINISH COLOR A SIGNAGE LOCATION, 50 S.F. (NOT A PART OF THIS SUBMITTAL) TOWER ELEMENT TIMBERLINE ASPHALT E.I.F.S. WALL FINISH, SHINGLE COLOR A METAL GUTTER, PAINT FINISH COLOR C "-r�-*-:.-':t �-'.-7;Yi. .7�. _:- A.'T' Em_T.rj x�c, °°-._s rr_ r._ _ a s� ✓'rz t --------------- ml :� s nes ss�so 0 No an III ALUMINUM WINDOW, -' FINISH COLOR D METAL DOWNSPOUT, PAINT FINISH TO MATCH ADJACENT E.I.F.S. DECORATIVE REVEAL (TYP.) E.I.F.S. WALL FINISH, COLOR A ■■■■ ■■ ■■ ■■■■ ■■ ■■ ilitioltil!i ■■■ ■■■ � E.I.F.S. WALL FINISH, COLOR B NORTH ELEVATION SCALE: 3/32' - T-0' WEST ELEVATION SCALE: 3/32' - 1'-0' CONTROL JOINT (TYP.) — ARCHITECTURAL GRILLE OVER THRU—WALL PTAC UNIT, COLOR TO MATCH ADJACENT E.I.F.S. +50'-0" TOWER PEAK +38' — 9 1 /2" MAIN RIDGE +27'-4 7 8" T.O. PLATE +19'-3 3 4" T.O. DECK +9'-7 7/8" T.O. DECK o'—o" T. 0. C. i, ;-vtLOPMENT PIAMIIINO CITY OF RENTON AUG 18 1999 3:: '''ill w a w J Q Q Z CA W 0 � w 0 Z cl) c;8 Q H cf) a � Z C� OW � z w = cn ar z.0 0) �t w� Q Z I 0 J U Y W W U Z J Q Lo N W 0 V) W� w �w I T0 Q I �(A 0 Q0 `° 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 0 A 0 0 A 0 A 0 A A 0 0 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-11 SHEET OF V, W Q W Q c) Cr) Z W 0 ci) w Q 0 0 cf) cr) uw Q � Z O L O W :2 z 0 3: w = co a: cf) m Ic / R w. .t O ,�--- .w vc ,U I era e7 I I I I I I 5TERNCO LAND CO. © ' i ,'-----NoFi 51ERN00 LAN I' �- ��---- --- . w. � ( l I � � (`J 1\ VICINITY MAP �\ NOT TO SCALE' 44� NORTH , n�a a pCc coc^oS.W 43RD1 �LIA ilia I _=�a©�„--C c=c ❑-- NTDN^ 1 i i Q 1.i KE T .. a 1p R l N. 6R CXI B 'S N 5: p�!R;jt � 1 , I ti i BURL NGT N ,� 0 THERM NO PAC c / 0 Z ` o 1 1' -INDU iRIAL P :z D1TRIGT NO.; IDIV.,2 1 . f r WA ,K� I I 1 a = r ! TR. A o � o ,� � • ors � N 7 I - I NEIGHBORHOOD DETAIL MAP NORTH GRAPHIC SCALE 200' 0 100' 200' 400' I IN FEET ) 1 INCH = 200 FT. :•. OcVELOPMENT PLAN IW"-, CITY OF RENTON AUG 18 1998 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 o 0 A 0 A A 0 p A i CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER PHASE H 0005 40 SHEET NUMBER DR-12 SHEET OF EX. SAN. SEWER MANHOLE RIM = 24.52 IE = 13.72 (8" CONC. E. & W.) AT MID -CHANNEL EX. STORM MANHOLE RIM = 24.68 IE = 9.40 (36" CONC. E.) IE = 9.38 (36" CONC. W.) 10 t ! 2r 26 G: 23 2i �}25I i t MAPLE (TYP) (E) DIRT ROAD �s f' (E) DIRT ROAD ALONG ROADWAY I 2'-0" VEHICLE II OVERHANG (TYP`) I I I N 01'11'17 jMONUMENT SIGN i - ---- - =--�, ---- --=--Lo - 17-1_-- _ i NO -BUILD ZONE IN I . 08 O9 O9 O9 , 50' SETBACK FROM I HIGH-WATER MARK I ; t, I 18' 2" 6'-0" 72'-0" 6'-0" 81'-0" 6'-0" 81'-01, 6'-0" 81'-0" ENCLOSURE I �� ( ) ELECTRICAL 15' IL PE it ASPHALT PAVING TYP. i } Ioo E SEMENT_I 23'-0" 18'-0" 283'-7" TRANSFORMER o 0o 1 f } SATELLITE DISH y °� I _ 0 L4 I PROPOSED RETAINING ` C 0 1 WALL 1 C I o �_ �_ — N �t f Nu PROPOSED F cC3—STORY HOTEL 248'-6" coo 0 ❑ ❑❑ 10' ROAD EASEMENT, ❑ ❑ ❑ TO BE ABANDONED El t - 0 \ \1 �+ o ° FENCE HIGH-WATER MARK ; 1 Y,x�•�5 CUi . IIF AGPO E PICNIC AREAEl El 7 El U ❑p❑ � I N i f ❑❑❑ 00 rn 1; �4h ❑0110 ❑ ❑ ' ■ 4 20'-0" i 8'-0" POOL �' ® o Lallo ♦ \ r CN 10 LIGHT — 11'-6" IM 2, ?/ \\ _ BOLLARD ^ o ♦ `�\ \ �� \ 11 \ CABANA BUILDING (TYP.) I 0 c9 w. 00 Cy� f ( f O 0I O w cN 1 1 O ♦ �j ! ( t. 14 54'-0" 27'-6" of I 20 HIGH OLE- 126'-0" 10,-0" \, o "CD PROPOSED MOUNTED LIGHT 0 (E) 24" IR TO BE REMOVED (E) 15" HO�.LY TO ^ RETAINING FIXTURE (TYP.) I OR RELOCATED 34'-6" N 7'-0" RBE ELOCA�EDb OR1 1 `, 2 WALL 89'-6" 6'-0"� N 90'-0" _ 0 —a i -- (E) 12" PINE 1115 (E) �7,—jV, -;F71� N 0 77' �(E1 FIRIR (E) 40" WILLOW (E) 15" FIR 20/ / 15' UTILITY EASEMENT f 25 4WOOD FENCE GRAPHIC SCALE 30 0 15 30 50 ( IN FEET) 1 INCH = 30 FT. 120 SITE PLAN SCALE: 1' - 30'-0' (V w cD co co co co cD aw_ II 00 Ls 1co ■A DO co r\ z V) cn i UNIT COUNT BREAKDOWN SQ. FT. 455 455 455 455 532 576 576 576 586** 938** 913 604 956 UNIT TYPE S-AS S-AT S-K S-DD S-MOD M1-AS M1-K M1-DD L XL XLI TOTAL FIRST FLOOR 1 1 21 5 0 1 2 1 0 0 1 33 SECOND FLOOR 0 2 25 4 2 0 2 2 2 0 1 40 THIRD FLOOR 0 1 26 4 2 0 2 2 0 2 1 40 TOTAL 1 4 72 13 4 1 6 5 2 2 3 113 % 1% 4% 63% 11% 4% 1% 5% 4% 2% 2% 3% 100% (*) INDICATES ONE UNIT DESIGNATED AND EQUIPPED FOR THE HEARING IMPAIRED. (**) INDICATES SQUARE FOOTAGE OF UNIT ON THE TOWER SIDE OF LOBBY AREA. (E) CONC. CURB & GUTTER NEW DRIVEWAY PEDESTRIAN ACCESS (E) HYDRANT DECORATIVE CONCRETE PAVING EX. SAN. SEWER MANHOLE RIM = 25.86 IE = 15.36 (6" CONC. S., 8" CONC. E. & W.) AT MID- CHANNEL NEW DRIVEWAY (E) 3" MAPLE TO BE REMOVED OR RELOCATED PROJECT SUMMARY NO. OF STORIES: 3 NO. OF UNITS: 113 TYP. UNIT SQ. FT.: VARIES ZONING: CA (COMM. ARTERIAL) GROSS BUILDING AREA: 74,523 SQ. FT. GROSS SITE AREA: 135,582 SQ. FT. (3.11 ACRES) - "NO BUILD" AREA: 19,499 SQ. FT. (0.45 ACRES) NET SITE AREA: 116,083 SQ. FT. (2.66 ACRES) FLOOR/AREA RATIO: .55 LOT COVERAGE: 24,271 SQ. FT. (18%) LANDSCAPE AREA: 64,756 SQ. FT. (48%) PARKING AREA: 46,555 SQ. FT. (34%) PARKING SPACES REQUIRED: 1 SPACE/UNIT + 2 SPACES PER 3 EMPLOYEES = 116 PARKING SPACES PROVIDED: STANDARD PARKING = 91 SPACES COMPACT PARKING = 20 SPACES (17%) HANDICAPPED PARKING = 5 SPACES TOTAL PARKING = 116 SPACES PARKING SPACES SIZE STANDARD PARKING: 9'-0" X 20'-0" (W/ 2'-0" OVERHANG AT SIDEWALK AND LANDCAPING) COMPACT °ARKING: 8'-6" X 16'-0" (W/ 2'-0" OVERHANG AT SIDEWALK AND LANDCAPING) HT. RESTR CTION: 50' BUILDING HEIGHT: 50' SETBACKS REQUIRED FRONT: 10' (LANDSCAPED) SIDE: NONE REAR: NONE CONSTRUCTION TYPE: TYPE V, 1-HR. (FULLY SPRINKLERED) OCCUPANCY GROUP: R-1 (HOTEL) LEGEND 6 POLE MOUNTED LIGHT FIXTURE, 20 FEET HIGH • 42" HIGH LIGHT BOLLARD Og PARKING COUNT CONCRETE PAVING LO cf) (o zI N 0 m LO N � m cf),o/ Z0) w< Q Z L 20- L J U Y Jw w U Q � I_j Q 3 Lo N w 0 D () R�— W W _ Ld In I Z Q DEVELOPMENT PLANNING 0 = CITY OF RENTON � O AUG 18 1998 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 0 0 0 0 A 0 0 A 0 0 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H0005 PHASE 40 SHEET NUMBER DR-3 SHEET OF 4w 12.$, SA . ECG (E) 3" MAPLE TO BE REMOVED OR RELOCATED 73 LANDSCAPE PLAN SCALE: 1" = 30'-0" NORTH BOTANICAL NAME TREES M q Acer macrophylla i Acer rubrum 'Red 5unsat' — Acar circinatum RA Alnus rubra Betula papyrifara �i t ''3— Betula jacquemontii Carcldlphyllum japonicum Pseudotsuga menziesil +—R— Pyrus callaryana 'Aristocrat' 5alfx acoularlana Zelkova serrata 'Vlllage Green' 81-I1RU55/GROUNDCO VERB COMMON NAME SIZE SPACING QUANTITY Bfgleaf Maple 6'-8' as shown x Red Sunset Red Maple 2' cal. as shown x Vine Maple 8' ht. as shown x Red Alder 6'-8' as shown x Paper Birch 6'-8' as shown x Jacquemontl 51rch 2' cal. as shown x Katsura Tree 2' cal. as shown x Douglas Fir 8' ht. as shown x Aristocrat Pear 2' cal. as shown x 5coulars Wfllow i gal. as shown x 'Allege Green Japanma Zekova 2' ca I. a s shown x Q+ Azalea 'Gumpo White' Gumbo White Azalea 2 GAL. 21i2' O_G. x OGornue etolonlFara Red Oster Dogwood 3 GAL. 4'-6' O.G. x ® Euonymus alata 'Compacta' Dwarf Winged Euonymus 2 GAL. 3' O.G. x Is Euorrus Japonica T1lcrophylla' Dwarf Evergreen EUONinus 2 GAL. 3' O.C. x O Rosa nutkana Nootka Rose 2 GAL. 3' O.C. x ® Ilex crenata 'Hellerl' Heller Japanese Holly 2 GAL. 21/2' O.G. x O Juniperus vlrglnfana 'skyrocket' Skyrocket Juniper 3 GAL. 21/2' O.G. x 0 Lavandula angustifolla English Lavender I GAL. 2' O.G. x Q Prunus laurocerasue Otto Luyken Laurel 2 GAL. 3' O.G. x 1:� 2hododendron 'Gomer Waterer' Gomer Waterer Wododendron 3 GAL. 5' O.G. x ® Viburnum davidll David's Viburnum 2 GAL, 3' O.G. x 4rcto&tapNlu6 uva-ursl 'Mass.' Kfnnikinnlck 4' pot 18, O.G. x Vinca minor 'Bowles' Baines Common Periwinkle 4' pot 18, O.G. x Bea Bona l ,axiva is 2' pot 12' O.G. x Lawn Champlon GQ 5 IbsJ10000 HYDROSEED MIX Barclays Low -Crow Seed Mixture (hydrosead all buffer areas) (as supplied by DF. MARKS, or approved equal - Percentage of Seed Barclay perennial rya Lolfum peranna 10% Pam lawn red creeping fescue Feetuca rubra 20% Aurora Hard fescue Fastuca IongiFoila 10% Apply seed mixture at a rate of 220 Ibe of seed/acre, 2000 Ibe of wood Fiber mulch/acre, 400 Ibe of 10-20-20 Fertflizer/acre, and 40 Ibe of tackiFtar/acre. j)EVELOPMLNT PLANNIO.' CITY OF RENTON AUG 18 1998 RECEIVED a) `W 1 LW 1 Q V W 2 O i In 00 Z I N 0 rn N v Z� rn W< Q Z 2 w J U Y Jw w Q� �Z J Q D In N 0 V) W� w �w I Z Q z rrV) 0 Q0 0 WW Q W J Q r� V J W Q O Z O V Z 2 Q Z 0 H Z W Ir PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE A 0 0 0 A 0 A 0 A 0 A 0 0 A 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-7 SHEET OF LVA mW 9 %am* Z 8 SA* FZP ,t�k EIGHBORHOOD DETAIL MAP NORTH GRAPHIC SCALE 200' 0 . 100' 200' 400' ( IN FEET) 1 INCH — 200 FT_ : li DEVELOPMENT PLAN 140 CITY OF RENMN AUG 18 1999 RECEIVED 181 167 Z W V) SW 31 st S ET r 0 3 = Zoz Z � Q J Q v O p M > V SW 41 st STR ET W S.180TH STREET ' SW 4 \43rd STR PROJECT SITE 181 167 VICINITY MAP NOT TO SCALE NORTH r A* is 40 1 SR 5�-l,;� 9 co W Q W J Q co Z � � Q W O Z cf) � Q co z OW z w Wc� co Z' N r7 0 cb v tD z LL]Q Z 20 0 s J U Y w w U �Z J Q DO N w D 0 W W Lu Ld w �w In 0: Q O N Q o 0 co 8-3-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 0 0 0 0 0 A 0 0 A A 0 0 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER ®R-12 SHEET OF . LUA SR, ELF