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HomeMy WebLinkAboutLarge FormatI— �- Y z — OZ 0 - J loop MUL"WL 0 LIN ORTITIAilwi 0 1 L" LojilL I a ril"Ims 4-90mil a] 0 1 AM I-_ O W z W 3: :E co co < CE W > O O 0 12 Z o W I% w Co R Q o M cr rrTT -0 E Q u _ r �] w \ C) O)a C a U) Q) ME -, E - 10 c c I C � a a) d� o ZZ Q a� Q �z 0 K O 1ws100' 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: NAVD 1988 BASIS OF BEARING NAD 1988/1991 )T A PART z W U z z Z O O V) - J Z Z 0 a z Q w a a t o T a a a I � Q w Q 0 m L CALL BEFORE YOU DIG: 0 Cn 1-800-424-5555 ry I UTILITY CONFLICT NOTE: CAMON: 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. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN O CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH z CONSTRUCTION. NORTHWEST QUARTER OF THE NORTHEAST OUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST AND THE NORTHEAST QUARTER OF THE NORTHWEST OUAR I R OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF RENTON, WASHINGTON I I 7.os 54 ..\ I N I r53' 35»E i ,46 I.F, s � } I_ I 1 \ _ N , � / I c" - I N84:23'35"E c r, C��rK N14�a15 10 1� 1 N1 � 35•E .� • o t PR&AED LOT' UNE c0 I I.l. N1796 9gl I 2 I 9 I I Q SUE PARCEL "J" I I r Q 00 I I z I _j ~o l _j PROPOSED LOT LINE 1 0 - - - - - - - - - - - - - - - - - - - - SUB-PARCEL"G" SUB -PARCEL "H" o N I I ° I al a 0 I I I I I SUB -PARCEL "K" 1 a, I I I S4618.50' w SO1'11'17»W I - INI 36'35W 51 1,90, 0.64 t N88'48'S0`W ' 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 T1 of 2 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN T2 of 2 TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES AND DETAILS LEGAL DESCRIPTION: Parcel H: The (lest 85 feet in width of the following described property: That portion of the Northwest quarter cf 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; THENCE Westerly, along the South side of said ditch, 334.12 feet to the East line 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 1; 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 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 Her idion, in King County, Washington; THENCE East 353.04 feet, along the No-th side of said street; THENCE North 562.12 feet to Spring Br•.r. Slough Drainage Ditch No. 1; THENCE Westerly, along the South side I) said ditch, 334.12 feet to the East line 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, 4?r.', feet to the POINT OF BEGINNING; EXCEPT the Westerly 85 feet thereof in ,,,dth; 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 Heridion, 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, Parce t 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]"9 THENCE, along said ditch line, South 66' 03' 00' Vest 209.93 feet; (� THENCE South 409,46 feet to the North line of said county rood; ! 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. BY BY SAD �E W AS,' � �c 4. 3 w Z <C W W J rj) W!q � O Uj oc p wZ zCc O z U O � a z U O J W Ii = CD �_� � z O � z ' �' g� Li.l —J `L z X <t C) z z LJ Q N N N Z p CD N 00 Z o0 M CV cfl r 00 > z Z LiJ u7 u7 CD z cD cD w r N 00 z LLJ CD CD J Y � 1_1 C-) inn �N 4 N/ I _ Z ,MP 24661 T �SSIO A L � EXPIRES CITY OF RENTON C)EPARTMENT OF PUBLIC WORKS COVER SHEET DES1014ED — KIL 1 DATE /7/98 FILE NO. DRAWN SW --- CHECKED -- KIL SCALE -- -1 »=100,_-_ FIELD BOOK-- --PAGE-- APPROVED OF DIRECTOR OF PUBLIC WORKS SHEET .7 File: P:\SDSKPROJ\5911\ENGINFERING\5911201.DWG Date/Time: 03/18/1998 11:16 Scale: 1=100 Jason Xvefs: Z59112©,Z59112T, NO. I REVISION I BY I APPR I DATE J C) v) 0 a OAKESDALE BUSINESS PARK - RENTON, WASHINGTON -PHASE 1 GRADING/STORM DRAINAGE PLAN 1 171 =30' I I 11 ' 1 .......... z•• III� II r�?� f f i � ... I Qry arty +.Y pC7 t t t �'', / \2; `,'`�K• / • I ' IE=14.0 �. II i I W/FLAP GATE / : ^ I • (; I ' BACKWATER PRE /ENTO/ It & RIPRAP PAD �p 0 I; i 6'x1O'x12" TMCKIL f Z �r�•. 0�k�_ 'firLc.`� j. / I I I „ II �• , I' I I I II , it n �I II I, , iY. qqr If n nil 1 p II 11 i1M __ II ry� II I II u• t -�' ; �'- if 11 u u II u u 1 11 11 ' II II it ii 52 LF 18" CPEP n :I ® 0.58% n u it I G'� 1 NROL STRUCTURE d C I ....... ,,. _\ .._.... /,, 11.3 . _ , ( J1 I\.... l I S QETAIL SHEET If .00l 1 11 / ,... ( "32 LF 18"CPEP ' ' 1 n fl1 / • / o' ,w ' �',/ � / I' tip; �;; ' EX. 12" CONC. SD TO BE REMOVED 001 I 1 -- O <. r0 �ti • �. 11• � u u I �` J `J �r�t l" CHAIN LANK FE E` OF EQUIV. �� / + ` \\ I y 4j: ii AIM=' �r Qa 'A.S. APPROVED �Y EI�liII�EER AND / •'� !� /. �� ; 1 , ,> L>I �`�Nf, �.IC � �if \o',.�_ .' _ ;: �/ 1:\ :\ . I it ,E:-6.8,..k 1 �. CONC S1, 25 INDUSTRIAL SHORELINE SETBACK CITI" �F RENTd / �� ./ / ( " TYP. AR / L ��a �_ ` ( O.O.ND�PERIMETER OF POND) , f•• /.•; �O l �. I :I I 1 2 ' 2�✓�� EX. CB UQ Q 10 WIDE ASPHALT PEDESTRAIN TRAIL , @ ate? : EX / .., 0.1 RIM=19.47 �! , £.. 2 RIM=18,5c,/ ,\g s �• / '1i` ////�� LI I� I :I'� IE=13.67 12" CONC E) 50 COMMERCIAL SHORELINE SETBACK 2 7 �1/' .Jc tj /, ,/ / ' I.:I� �( IE=13.67�12" coNc w) IC= .1 1 COI ►'� �.• ' / /' I I .: j'�?�12" CONIC E) �/ g`I 6h �.• 00 / f`' // �/ PLUG EX. 12' W AT CB ®20' UTILITY EASEMENT AG �.• /f>> r � �, .I .I I �:. 1NET DEI�f10N POND'. 1 �, .,:� it a X. CB BOTTOM fL� 10.5 /' / �h . �`�'� RIM=19.49 2� _ .p$ / I ' I J 1 ! a�U ( o' IE=13.29 12" CONC W) m 5� i'' /i" I . 13 1 i WET PQJQD SURFACE EL-14.5 , h a',' /' �lL' 1 \ E MAXI S. EL-19'.0 S c• / p� r i.. i n / �;/ I .I ,�; IE=13.29(12" CONC E) 3 I X. SS �,�,�,� / �/ / / •• EL 2 -� TOP. 00 / / / ------_---_ e RIM-18.55 ..�� / /i - i� - -- -- a 1; r""'C� '' / CELL 3 r I ri ✓ f " 1 ORDINARY HIGH WATER LINE EL 13.0oe ' ......... !�05r12" COdG-t) / >, � \ �4. �/ \ m: 1I 1 .......... 1 72' .001 ' - h • /. j g / �� / /$p /• / �/ �/ \ \\\�.\ ! I 1 I �� ' I 00, FL D ROADWAY AND \ I .... _. ........._........Y I �, -?.-_ ,: / . • � .._._.__.._. _..._._..�� S•,N - _ �,,.� .. / �• /, , � \ : I ; �� 1 UTILITIES ...A.: �..Iti1 F. N . 56T / > \ �� h F C4 _ l.I. ..... Q .. \ i . ZZ �� 1 ��- �E I. f EX. 55!AH o ,� y'' 1 . � / �/ \ lrh• - - .- :+. � - 1'-- -f f� �( 5 K,� RIM=24.01 0 ��, 1 �1 , .\0 /.,/ \,`` IE-6., C1 CON N) o I�i ".•• -�' �\ \ al IF.. t. hi.i (JN(: k..) ryc. r �i� A /,••' 133535 �Z�j`� �,. / �i // / ,� \\ \\ \\ :I , v w v If (� t f> O i� ° 1 N6-/ �' �� v :I : t F CvJ {� i............ SSI�1H / v v r I M / I a� .yi IE_6 55(i ^. CONIC V) tE-PC?502" CONC E:.......... 99 LB Zo " OT Al " CELL 1t`� •*may' ""' ...... 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WN84__ L . h i- _Lj ' - I -I //��� 1 �' tom' ..'? � �.•• i• CONC -•�� "' '' /'ice i f :I� �/ I; 1,..J IE=6.9c� !" CONS.., W, _l M......... �--1 �-�;, ,� 6 TOP WIDTH CELL DIVIDER BERMS ; z ( IF I - j,, Q -- - Ci -."- . Jam, J - - ".'•"""....... .ram -........-•- EMERGENCY OVERFLOW SPILLWAY ° i ,,. 1•. W/ 10' MIN WIDTH VER E 12" CONC. SD J W - - it ' - ''2�1 - TOP BERM EL=15.5 =J ��=J I w 6�...• �� - T .BE ABANDONED OVERFLOW SPILLWAY EL-1 .5 -- ✓ �"000` t SEE DETAIL SHEET rtihF"';� ; ' EX CB j = 0. C ; RIM 20 38 _ •.. - �_____, /� ✓� " j Z j I �` �. C IE=14.08 12' CONC W) r / ." . l . '''~r ...'� \li ;w CB 1 TYPE 2-48' / ry, I ( ) _ - _ 2 CMP a _ I 1 . j IE 13 > --- "_ RIM=22.5 / c' i !! f m „�„=-- �.• ' ;� a sI - -� TORM bRAINAGE 9 81 E I SUB -PARCEL J / - = \j/01 1 ,�(.� ( IE 88 3 vi w z W aw W03 rr d� Ocd Irp wz �a 0 z U O � Q z U O J J T (n LLJ I- z 7 0 zcy- Z LiJ Vr ) w Q X oz W Q � lLJ Q CNA O N 00 00 N cD I\ 00 � z Z N I I L.J LLI Q r- z C- Ln I- CD CD CN 00 �? CD J _ , o f �1 0& - y7. _ CB 3 -TYPE 2-i48- _ _..... e F I- .... " ( _ I I i �1 �.' RIM=19.0 a`Y I ® I '`, / ! I 1 ( .I p�"1 SpOR * s� i'' CB 4, TYPE IE=15.49 I 1..... \ 1{ / 20.23 W A Sy/ RIM=19.0 / lE=14.18 12" EO. W) IE,.15. L�`'. jjj IE 1.2 SON o z _ - PLUG EX::12 . W: CAD CB .I , / w _ SUB -PARCEL "HA /t �� f �/ a a r ' v� I y' n O 5l C7 I,,,,.,..,,,. Gti° 24661 2 ONA L GON ■r��■ ■����������������������� � �■ IY ■ r�r ■ r ■ ��� ■��r�r�r ■�������■ ■ r�r����■ r■ ■ /��r��■ � � r��■ ■ ■ ��r���r■ ��r■ �����������������ti ■��MEM0MEMEMO Misssrlrsmom MEr ZONE; E ' ■ 600inMEMOMME1 MATCH LINE SEE SHEET 3 EXPIRES 6�„�� RECOMMENDED CITY OF R E NTO N FOR APIRROVAL DEPARTMENT 01= PUBLIC WORKS BY BY GRADING/STORM DRAINAGE BY I PLAN (1 OF 3) DESIGNED _ - KL DATE 1 /7/98 FILE NO - DRAWN Sw -- -- Z 1 REVISED PER CITY REVIEW JGH DKB 5/22/98 CHECKED ___-KL_ _- SCALE 1"=30' FIELD BOOK PAGE z NO. REVISION BY APPR. DATE APPROVED SHEET 2 OF 9 DIRECTOR OF PUBLIC WORKS File: P:\SDSKPROJ\5911\ENGINEERING\59112G3.DWG Date/Time: 05/28/1998 10:31 Scale: 1=30 jason Xrefs: Z59112B,Z59112T, -17 0 z W O W U W �-ZOAKESDALE PHASE 1 Y s CnI 11=30'GRADING/STORM PLAN V) MATCH LINE SEE SHEET 2 I�■ ■. ■o■■■ ■r�■ ■ ■rrr■®■■ ■ ■■■w■■r■ ■■■r■■_■.■ ■ ■ ■■■■■■®■�■■�■�■■®■r■■■■■■�■�■�■■�■ ■In■ ■_■■ ■®■ ■■ ■ram■ ■ ■ ■■ ■■r■■■n■ ■�w■■�r■rr■■�r■ ■■ter■ ■wl■■ ■ ■ ■ ■■���■�■�■■�■�■�■■�■�■�■�■�■�■■�■ ■m■■ ■mqm■ ■ Am■m■ ■momm a- if I I1J EXIST: IG H'()ILDII(; s z d O W 4,41 _.I ' p k nc I SUB PARCEL *U" V J �, - _ 1 5' R°.;AD EASEMENT v tia y� c rl i i ryr d I R{�° I i LL r .. L 6 - O z� h^ I OO I ry .2•' 4 3`• {'� `1' 03 L r 6 II EX. CB ..' . { I : RIM=21.27 �`g I`o� f ^'nr IE=14.87 12" CONC E) V I e - q PROPOSED L f rN`iIE=14.97�12" CONC W) ao I r I -- - ---- --- - - Iryy- ^!}------ ---a _:------ ------ - - - - - Y�k?� r - - SUB -PARCEL �H� ��" CB 2 TYPE 1 - - - - - - - - , - � i � I • I RIM=20.5f &>. ;' f t_ fl o r w I IE=15.75 EX. CB a •- aso z I"�� {{ RIM=21.35 - o~ IE=14.85�12" CMPCE) J I I d O E o j Q O SIr. " q r E1) 1 L IY ...... d n I �� L,J _ I _1 ! S✓ J W .E W r E o SUB -PARCEL 'K" n�� ���• d '1 a �N W' � � �j .I W �c° UMINAIRE .. ............. Cojj I T LIGHT X - v --•L.-+�.............................................. .<�,... r �k EX. SSMH zZ . ,- 2a ..............s�" IM=2Z..8I 1 d L �'o°' E=2.82lN} .. 0o p� x k ,'............... Vic_ 1� ti: ............................... ................. . [, SSMI EE q..... �,y �r R 2_.20 X 4 € Z = r \ i! .......... E - o r I EXIST. CB rtl' Yyr 3,1 O(E, I \ GRAVEL ROAD s' Cn o z J I RIM=24.60 I• s ........ o EX. CB a 4 r I IE=22.72(6" IRON) -.... _ _ .. _......�,.. RIM=22.42 R M-2B2.77 �MOPJIT„R 4UEEL 2 IE=15.52 12� CONC W) IE=16.37 12" CONC W) EXISTING CB EX. CB IE=15.42�12 CONC E) ,.��r:1� IE=16.17�12" CMP E) RIM=25.65 RIM=24.64 " _ _ IE=23.95(6" IRON) IE=23.00(6 IRON) POWER VAULT - - - - ........ ... .. ......... ........_ o -� 20 EL m ............ ... 01• --- z.ar? �` RM 28.71 ^rn+� Y S 11 1-7"C ti' I� 1�.L J-BLX -\ m'I o 3d.KAI.......... ................ g '° IE=15.61 12" CONC S t' �' `� � �^+ � r- EX SDMr 0 0 0 0 J z Z Y O ct N = a d a_ Q LJ Q 0 M z O L�J ......................................Y..1...... `� ' I 7 2 PVC ) FREE ' L �. �.............................. „ r ........ �� .............................. i:, ,,........................................................................... BAR - F iYi� n'..At.)I. I r'. F' .................... :.•.......... .. .......... , , . � 1`i(.CK� � I'�A;�9!' �a � � ; IE._.11.51(48" CMP N) ' N88`38e3 1 ........................... fig$:. tits....... 0' 0G ( \B' �' 1 _ ......_- 5"�V-_......511 90 i i� le _._ _ _....... 88 48 50 _ ..... - _. N ,. a y o 1 h' " �.. �.. a ��'' F e( I E=1 1 1 t 1 P El ,; •• '' `s _ IC 1.�.�. 6 SON., r' I t I t • tr �� .-.1_ i'r2t. Fil�k'i?,N (�3. r .. �� �41 1 - � itut k 1 • n d� :��N� _t`_W LEt ram.... .._ � C,�' ?L� b0 N g �- -- �-v- I I'FS(�f c� rti . ..._........ a - - - - - - -_ I 4,4r ` - - - - ... _ _ . �,•"l - - �'i t`�HTE "lT a II ____....__ W ' (V': RIM-=23.67 - - --- ------ E-5.67(6" cNC. w)W+ikl VALVE \ S.W.3RD STREET -E S 8 C iw N T .. , EXIST. CB �' ti _ - `too _ ...... _ it II r _.... RIM =293.70...... - _ _..... -_ ...._._ - - -- - _ _ _ -sD IE=17.40(12 CONC) I' - U ..... ...... 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SSMi� II \\ RIM=23.99 �0 9 -4661 � 2 II \\ IE=2.55'NE) ��J F� L S 1 E`�S \\� II �� IE•=2.59k SW) ON L W 0 CpN - EXPIRES r PIN File: P:\SDSKPROJ\5911\ENCINEERING\59112G2.DWG Date/Time: 05/28/1998 10:30 Scale: 1 =30 joson Xrefs: Z591 1 2B,Z591 1 2T, RECOMMENDED CITY OF RENTON 10 FOR APPROVAL [DEPARTMENT OF PUBLIC WC)RKS BY BY GRADING/STORM DRAINAGE O BY PLAN (1 OF 3) m DESIGNED -__KL O DATE 1 /7/98 FILE NO DRAWN SW 1 REVISED PER CITY REVIEW JGH DKB 5/22/98 CHECKED KL SCALE -1 "=30' - FIELD BOOK PAGE NO. REVISION BY APPR. DATE APPROVED - -- SHEET 3 OF DIRECTOR OF PUBIC WCiR � M 6A l 1 1 Ni Z O O 9 w 3 w Iv o V) to Q_ CL W Z Z ® J rL I— 2 o Cn O m 0 -• z W cc W V I L .� O a� C) a a� o � rr �-1 rn Co CL a 0 O! 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I I ....__— — ---- r -- --- 41 f ST SIP CAS MAIN (SE II G ..... ..... ..... ..... ......._..—_� .. - - - - - — - — -- N.W. 43RD STREET -- — -- --- - -- - i RECOMMENDED II FOR APPROVAL BY BY BY �F WASy oj w Z Q 11J w F Q W Y � O ui oc p wz zfr O z U O � a z U O J = Ln 0C) K- z j zm O cf) z LAJ V) W Cl- J Q x oz z Lli Q LLB g Z Q L" O GO N N GO r- z — GO Z LJ W N � Q I � I �- z � LIB Ln C7 Z N W CD (D .� N Z CD CDJ c�L — YZ v Cf) Ni S r U 24661� 1 ' ��F ��� � S T ELF' �<`' �•�,► j. J� EXPIRES 6 11 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GRADING/STORM DRAINAGE PLAN 0 OR 3) DESIGNED KL _ _ DATE 1 /7/98 FILE NO. DRAWN SW 0 1 REVISED PER CITY REVIEW JGH DKB 5/22/98 CHECKED KL SCALE 1"=30' FIELD BOOK _PAGE Z NO. REVISION BY APPR. DATE APPROVED _- DIRECTOR OF PUBLIC WORKS SHEET OF 9 File: P:\SOSKPROJ\5911\EHGlHEERING\59112G1.DWG Date/Time: 05/28/1998 10:29 Scale: 1=30 jasun Xrefs: Z59112B,759112T, Z, _9 O 7 m O W U m 0 z O C� M �C 2 O F_ w cc �0 Q.._. n� o o� rT �_ O p E �-4 w bJ as N \ 0 C E = N :3E E Q'N C C Q, d � w m� 4 �' m O rn H Q O ZZ J mo 0 z =� 3^ �ZZ 2 O J O z 10 a a Z `4� SECTION SCALE: 1 "=20' H 1 =5' V SCALE: 1 "=20' H 1 `=5' V TO PROVIDE DETENTI, AND OIL SEPARATION EL=19.0 0.6' NOTCH WEIR EL=16.0 PIPE SUPPORT (TYP. SECTIONS .. AND DETAILS __._. .... ..... . . ... APPROVED BY ENGINEER FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. FRAME & GRATE ELEVATION PER PLANS RIM=21.5 CHAIN-209# CAPACITY SLACK WHEN ,ATE IS DOWN. FASTEN CHAIN TO FRAME r — a a z ' : STD GALV. STEEL OR ALUMINUM LADDER STEPS CLEANOUT GATE AjSF , BODY BRONZE MTD. OLYMPIC FDY. STD. OR B) LIFT GATE, �C/C/I—LG, 12" A CADE OUTLET CULVERT INC. PIPE OR C) OTHER DEVICE APPROVED BY ENGINEER INVERT EL=14.3 ; RESTRICTOR PLATE W DRILLED ORIFI( 3 1 /8" DIAM. a t I N SCALE: 1 "=20' H 1 "=5' V 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. o 0 ,z . 54 iv — 18 41,1 INVERT TYPE II-54' FLOW CONTROL MANHOLE NOT TO SCALE BY I APPR. I DATE W W D z w = CD c� F-- z O z L,' � g � J Q w x Q Q' zz W g mi N ro N N Z p C) N 00 Of z 00 rn N cfl t- 00 j FK z Z I I LJ w i,.J rn Ln (D z Ln N cD N cD z:— w w N Z Lli O CDco J Y U can �N ° o'v, , A% 2 v 5J b8, ¢ coa EXPIRES 6 11 CITY OF RENTON � DEPARTMENT OF PUBLIC WORKS SECTIONS / AND DETAILS O z DESIGNED KL DATE 1 /7/98 -- FEE NO. -- - O DRAWN SW SCALE AS SHOWN FIELD BOOK_ -PAGE CHECKED _KL__ APPROVED - --- DIRECTOR OF PUE11C Mt)RKS - w SHEET- -�- Vfli - Y Z O u m .Z{ C7 I w CL 1 l a_ p CE a_ 0 z cr w (n m 0 Z h Z r Q z O 12 w Cc �o a o (n W � � 7 0C a E 0-0 Q �C) o c a E n \ E Q'rN C 4d I C s m a, n o � � o �f Z z F- a �.. Q UZ Q M_ W0 >� 0 z xn = z O = s 2 z ^Zo (n :1 0 U Z 4 to Q 0 0 W Z � U IA m o Q Q W �.1 z Z Y p I J K S U. 2 4 Q w Q n M z O 0 L1J CL 1"-20' OAKESDALE BUSINESS PARK - RENTON, WASHINGTON - PHASE 1 RANITARN EX. 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REVISION BY A ". DATE APPROVED by U DIRECTOR OF PUBLIC WORKS `E� �— v -- Cd A- ;Y - /,- 8 o Z Y 8 U Z m 9 w V) I w (L a- O Im d z J <i 0_ Cc w o z o >- z Q co I.. .L �- O a � o W Q C) O Q L) C �E w a U -Q) m E � E a J 1* Q'N � a 1 I C 0) o � m �� mC o Z Z 1- a VQ Q �= z �o w 0 0 x Z 3 Z 2 Q= QJ Z J Z O U N w o w o w a Z a a w w w w n z z w o N a w a N p p CJ Q LLl I lil (L 0 LLJ z 0 OAKESDALE BUSINESS PARK — RENTON, WASHINGTON —PHASE 1 SANITARY SEWER PLAN AND PROFILE SEE SHEET 6 FOR CONTINUATION OF SAN. SEWER LINE malmomeniew ■`■n■ ■Memom■■■>t■r■■■■ ,o ■m■■r■■�mmii1 o■■.mo ■ ■n■■a■■m■m■m■o■ N , SSMH #33 241 LF 8" PVC SS I co o�m WIN i m 1 01 Lum a 0 0 m I m I m a mQ a m 0 m 0 m 0 SEE SHEET 7 FOR CONTINUATION OF SAN. SEWER LINE File: P:\SDSKPROJ\5911\ENGINEERING\59112SP3.DWG Date/Time: 03/18/1998 11:24 Scale: 1=20 Jason Xrefs: Z59112T,Z59112B, PLAN VIEW 1 " = 20' SUB —PARCEL 'J' SUB —PARCEL 'H' SANITARY SEWER PROFILE VIEW SCALE: 1 "=20' H 1" = 5' V 15' UTILITY EASEMENT - 7.5'J 1 5' 5' CLR. I I I I �I SUB i PARCEL *K9 I I I I I I I I I RY BY Z w z w 'aw w� J cr) W OC#i � rrp wZ zd ir U 3 z z � o w z Z �- M -y�-y- UJ..1. n Q O 0 . iL.. rr (�`j V _ U) L) F— Z_ > Z W_ (D V) Z LA g to Lli a --j Q x Q o Z Z W g ME Q N rr7 N N Z U CD N 00 W Z — <fl CO lj Z Lz Qr 'S Ln r LC) Z c7 ZZ Z 1. M L� CD O > > r Y 1 C J l) P�1 SAD QF WAS111 b� 0 z pf 24661 AL EXPIRES 6 11 1ki $ coN CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SANITARY SEWER PLAN AND PROFILE (1 OF 3) DESIGNED __K_L_ DATE 1 /7/98 FILE NO. _DRAWN _ SW SCALE _AS_ SHOWN FIELD BOOK_- PAGE__ CHECKED KL APPROVED DIRECTOR of aueiic WORKS - SHEET_ OF 9 NO REVISION BY I APPR. DATE ( O z m O w U m z co O ._� ~ d z w d z co O o z w o z w fn d ,.j -� 0 GL � U i 0 rn n, rrTT N Q 0 0 of �v UW 3 �o J Q - Q% :3 E a �+ - C N j c pg, o v �CD m m w m� m o <� Z Z H- n- Q C) '7o ] N 0 Ll z J Z Z S U � Z O O a 4 v{ Z W Q a U m m o Q W � a d Q w Q m z O To I 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_ s ,• E AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHA.I_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 Pl-c, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN ;.,,,TES 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 STORK 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 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 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 ASP14ALT TREATMENT 1 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 SPECIFICATIONS- 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 ]HE 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 BY BY SA, �F WAsy� AA 3 vi w z w 'aw W h J � W 03 cn oc p wZ Z .< cr z U O 3 a z U O J z OIL- 0 w z z Y_ M D c M d 'd w d � O cr d O _ (-Dw H- z � z � O cn z LlJ g to J W % Q z z LZ LL g Z > Q N r� N N CD N 00 00 N I� ? > ZCD(D� raw n Q �n �- z c-D z 'n '- I- cD CD w CV CD C:) C:) J > Y u ccn �N ° s�, _k4 z LIJ Uri o� �F� 4661�`�� A_ F-S/ NA LI L ENS'\� �b ONSJ� 0 C EXPIRES 6 11 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS NOTES AND DETAILS DESK3NED K L --- DATE 1/7/98 DRAWN ---SW--- CHECKED KIL SCALE -AS-SHOWN NO REVISION BY APPR. DATE APPROVED DIRECTOR OF PUBLIC WORk:S FILE NO, FIELD BOOK_ __ PAGEE SHEET -- 9 _ OF _ 9 S `)S,% v O z m O W U m I ile: P:\SDSKPROJ\5911\ENGINEERING\591121)1.DWG Date/Tirne: 03/18/1998 11:24 Scale: 1=20 Jason Xrefs: Z59I 12B, S.180TH `'��T, SW 43rd STREET and OAK SDALE AVENUE SW 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 VICINITY MAP I (925) 932-86511 FAX (925) 746-8744 DRAWING INDEX PROJECT SITE 167 167 SUBMITTED TO: CITY OF RENTON FOR: SITE PLAN APPROVAL 8-14-98 DR-1 DR-2 DR-3 DR-4 DR-5 DR-6 DR-7 DR-8 DR-9 DR-10 DR-11 DR-12 COVER SHEET TOPOGRAPHIC AND BOUNDARY SURVEY SITE PLAN GRADING AND LAND CLEARING PLAN UTILITY PLAN DRAINAGE PLAN LANDSCAPE PLAN 1st and 2nd FLOOR PLANS 3rd FLOOR PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS DF-VELOPMENT P P. NEIGHBORHOOD DETAIL MAP CITY OF RENI Of AUG 18 1S98 RECEIV w w Q c� w 2 O z co co W a w J Q 0 Z W � Q Z 17 co co � Z � W CA cr- 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 0 A A A 0 A A 0 0 0 0 A 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER HG005 PHASE 40 SHEET NUMBER DR-1 SHEET OF FOUND BRASS DISK IN CONC. WITH X IN CASE. 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. EX. STORM MANHOL RIM = 24.68 IE = 9.40 CONC. E.) IE = 9.38 �36" 36" CONC. W.) \ \ 26 25 2 3" MAPLE TYP ALONG ROADWAY \ \ N 01'11'17" E 477.48' 1 I I I o r \ 1 \ I w \ \\ I I a- 1 cn o Lj I \ 1 W01 \ 1 1 wW a \ \ I 11 O u \\\ 10' ROAD EASEMENT, RECORDING \ \ NOS. 942813 AND 5961940. / 1 a_ \ \ -------_—DIRT ROAD --— — — — — — — — HIGH WATER MARK ��� ---- 1 ND 3ASS SOUTHERLY EDGE OF WATER \\ \ OUBACK" OF WALK DISKWALK PUNCHMARK, STAMPED 50' SETBACK FROM \ EL. F 215 61 100 HIGH WATER MARK - \ \ 1 cd N-BUILD ZONE ° 00 cp o°� ma`s O G 15" HOLLY I �Z \ (D f j 'j 24" FIR FOUND 5/8" REBAR ! I AND CAP, LS 18902 t :1 Z " i �,�. \ ♦ -AO WILLOW 12" PINE 5' WOOD FENCE _ 15' UTILITIES EASEMENT 1 „ 12"W 16" FIR W AFN 7404250404 FOUND 5/8" REBA15" R FIR 12" FIR N 01'11'17" E 377.25' / �— 8' GRAVEL DRIVEWAY AND CAP, LS 18902 / a 4' WOOD FENCE/I GRAPHIC SCALE 30 0 30 60 SCALE: 1 " = 30' SITE SURVEY a �3 N :2 N m 14 3 vi SCALE: 1' - 30'-0' o II co 01 co cc oc 0 3 00 00 rA EX. SAN. SEWER MANHOLE RIM = 24.52 IE = 13.72 (8" CONC. E. & W.) AT MID -CHANNEL CONC. CURB & GUTTER EX. SAN. SEWER MANHOLE RIM = 25.86 IE = 15.36 (E" CONC. S., 8" CONC. E. & W.) AT MID- CHANNEL POINT OF BEGINNING LEGEND MONUMENT FOUND AS NOTED 0 CORNER FOUND AS NOTED O SANITARY SEWER MANHOLE ® STORM DRAIN MANHOLE POWER POLE -� GUY ANCHOR - LIGHT POLE © POWER VAULT R 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 01973. FOUND 3: BRASS DISK IN BACK OF DEVELOPMENT PLANNING C I TY OF RENTON AUG 18 1999 U) W 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 0 A 0 A A A L 0 0 A CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-2 SHEET OF (E) DIRT ROAD NO -BUILD ZONE IN I ❑ 8 50' SETBACK FROM 1 O HIGH-WATER MARK I I 72'-0" 6'-0" I TRASH ENCLOSURE z I 23'-0" ,'8 0" 001 SATELLITE DISH �ri1 I O2 PROPOSED 0 RETAINING 1 �, WALL on C O_ 1 i � U I Cl I 1 I 2 o �0 cp_ \ 1 \ " � O A o HIGH-WATER MARK \ 20'-0" vO�n pC \ \ o,A ny � O0 r ,0 O i �o PROPOSED /� RETAINING `, 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.) (E) DIRT ROAD I ALONG LROADWAY I 2'- I I o VEHICLE OVERHANG(TYP.) i MONUMENT SIGN Ln N 01'11'17" E 477.48' I d 01 i III 6'-0 _ft�ASPHALT PAVING (TYP,) ELECTRICAL 15' SL PE 1 283'-7" TRANSFORMER EASEMENT _I 0 I � I F oPROPOSEDo _: 3-STORY HOTEL ° 248'-6" ❑❑❑ ❑ ❑❑ ❑ ❑ ❑ r-10' ROAD EASEMENT, ❑ 0 ❑ TO BE ABANDONED ❑❑❑ i rn I 20' HIGH POLE - MOUNTED LIGHT 'I FIXTURE (TYP.) 89'-6" GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 INCH = 30 FT. a (E) 15" FIR 120 FENCE Li POOL PICNIC AREA 1 GPO E WILEMson "m IN IDE], o N ❑p❑ ! I N 1 ❑❑ ❑ rn 1 ❑❑❑ ❑❑❑ m ' ® o '0° -oC 6 � � • 3 18'-0" j, 24'—C" _ �n LIGHT d BOLLARD CABANA BUILDING 00 (TYP) 1Go z z O Ln I o I 1 I O 00 N ao 1 4 0 1 54'-0" 27'-6" 126' - 0" 10'- 0" o 0 ` (E) 24" IR TO BE REMOVED 1 (E) 15" HOLLY TO OR RELOCATED 34'-6" 't 7'-0" BE REMOVED OR 6'-0"'� c�v 90'-0' f RELOCATED 1 1 ° o I O L. • 1 W (E) 12" PVt 1-' N O'11'17_ E 377.25' - —��_ --------- -- 7l (E) 12" FIR / (E) 1 FIR (E) 40" WILLOW 15' UTILITY EASEMENT—] I 4' WOOD FENCE SITE PLAN SCALE: 1' - 30'-0' 6 I i co r` Un Ln 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 SO. 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 SQ. 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 SQ. FT. (48%) (E) HYDRANT PARKING AREA: 46,555 SO. FT. (34%) PARKING SPACES REQUIRED: 1 SPACE/UNIT + 2 SPACES PER 3 EMFLOYEES = 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 �AR1 "NG: 9'-0" X 20'-0" (W/ 2'-0" OVERHANG AT SIDEWALK AND LANDCAPING) COMPACT FARKING: 8'-6" X 16'-0" (W/ 2'-0" OVERHANG AT SIDEWALK AND EX. SAN. SEWER MANHOLE LANDCAPING) RIM = IE = 15.36 .36 (15" CONC. S., HT. RESTRICTION: 50' 8" CONC. E. & W.) AT BUILDING HEIGHT: 50' MID- CHANNEL SETBACKS REQUIRED FRONT: 10' (LANDSCAPED) SIDE: NONE REAR: NONE CONSTRUCTION TYPE: TYPE V, 1-HR. (FULLY SPRINKLERED) OCCUPANCY GROUP: R-1 (HOTEL) — NEW DRIVEWAY LEGEND (E) 3" MAPLE TO BE REMOVED OR RELOCATED 6 PC_E MOUN _ GHT FIXTURE, 20 FEET HIGH 42" HIGH L BOLLARD �g PA::�K!NG CC-',,T CO'.CRETE =.1NG DEVELOPMPa'T PI_.A.r!1,11i4G CITY OF REN VON AUG I6bi d RECEIVES:, 3: \\\ cn w Q W J Q 0 Z CA � W � W � Z cf) co � Q H cl) � W O 30. w = cn m: 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 0 0 0 A A 0 0 0 0 0_ CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-3 SHEET OF N 01'11'17" E 477 4A' PRELIMINARY GRADING PLAN SCALE: 1' - 30'-0' F— LiJ Li 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 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. )3�/ELOPM T P Ot'T l"�O CIn O.F AUG 1b-l"d Y W W 0 Q ~ Z J Q N W ov) WLd W �W I _ In �z Q z 0 0 Q (D o WA 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE A— PHASE A A A 0 A A A A ---- 0 0 0 A 0 L CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-4 SHEET OF CIDC LJVf1DANIT ACCV 725 LF 6" 8' 8" TEE (FLU Z 8" 6" GV (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. W i CA \ Ii VIV IVL.. 1 1 V L-A I L 12"x8"x12" TEE (FLxMJ) 8" GV (FLxMJ) THRUST BLOCK UTILITY PLAN SCALE: l' - 30'-0' 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" GV (FLxMJ) O CORNER FOUND AS NOTED THRUST BLOCK O SANITARY SEWER MANHOLE ® STORM DRAIN MANHOLE 0- 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 y FENCE LINE AS NOTED EXIST. FIRE CONIFER TREE AS NOTED HYDRANT ASSY. 0 DECIDIOUS TREE AS NOTED PROPOSED SS MANHOLE H- W LLi ry SS SS LINE F— W WATER MAIN FIRE HYDRANT L 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. w } DEVELOPMENT PLANNING CITY OF RENTON AUG 18 1998 RF0FivFn 00 z0 L0 N rn N _ cy) z0) wQ Z I 0 _L_ J U Y Li Li w U Q � Z -i D c N 0 Il l to W Ld w �- W T Z �L Q z 0 0 0 Z O z F- 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE A- A A 0 0 0 0 0 0 A 0 0 0 0 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-5 SHEET OF STORM DRAINAGE 1 1 I z 001 INSTALL SDMH �1 N I ON EX 15" SE ow IE 16.50 PER PLAN m 1 @ YF 15 CPEP 1 = 0.71 Z I 0 cp�% 1 \1 rn cA, 1 DRAINAGE PLAN SCALE 1' - 30'-0' �it}iV L1 v s Ls 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 0- POWER POLE —� GUY ANCHOR Q- LIGHT POLE POW � • � �' 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 W PROPOSED W ■ CATCH BASIN u� QQ CATCH BASIN, TYPE 2 SD LINE L �3 SPOT ELEVATION OA CEMENT CONC BARRIER CURB V) © 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. t`VELOPMEN NT PLp,NN1ivG CITY OF RENTO p r� co ZI N n 0 rn L0 N v zC) Ln Q z 0 _W Y �W W 0 Q ~ z J :10 N W ov) WLj W �W I:Z� z 0 fr0� (f) W Q W J a 0 w a 0 Z 0 V Z z 0 Z W CE 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE A 0 0 A A A A A 0 0 o 0 _ 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H0005 PHASE 40 SHEET NUMBER DR-6 SHEET OF W W V J LANDSCAPE PLAN SCALE: 1 s Wr-0s (E) 3" MAPLE TO BE REMOVED OR RELOCATED BOTANICAL, NAME COMMON NAPE SIZE SPACMG QUANTITY TREES M 4 Acer macrophxlla Biglear Maple 6 _g a shown x Acer rubrum 'Red Sunset Red Sunset Red Maple 2' cal. as shown x Acer clrcinatum vine Maple 8' ht, as shown x RA Alnus rubra Raid Alder 6'-8' as shown x Bstuia papgrifera Paper Birch 6'-5' as shown x Betula ,Iacquemontil Cercidiphyilum japonicum iacquernortl Birch Katsura Tree 2' cal. 2' cal. as shown as shown x x Psaiudotsuga merz1e811 Douglas Fir 8' ht. as shown x Pgrus cailergana 'Aristocrat' Aristocrat Pear 2' cal. as shown x �! Salix ecouleriana 5coulers Willow i gal. as shown x Zelkova serrata 'village Green' Village Green Jap&ma Zekova 2' ca I. as shown x SHRUBS/GROUNDCOvERS Q Azalea 'Gumpo LL hits Gumpo White Azalea 1 GAL. 21%' O.G. x OCormus stolonlfera Red Osier Dogwood 3 GAL. 4'-b' O.G. x ® Euongmus alata 'Compacta' Dwarf Winged Euongmus 2 GAL. 3' O.C. x 10 Euongmus japonica Tllcropnylla' Dwarf Evergreen Euonymus 2 GAL. 3' O.G. x O Rosa nutkana Nootka Rose 2 GAL. 3' O.C. x ® ex crenata '�-lelleri' Feller Japanese 1-Iollg 2 GAL. 21i2' O.G. x Q Jurlperus vlrgfnlana 'Skyrocket' Skyrocket Juniper 3 GAL. 21/2' O.C. x 0 Lavandula angustlfolla Englfeh Lavender i GAL. 2' O.G. x Q Prunus laurocerasus Otto Lugken Laurel 2 GAL. 3' oz. x Rhododendron 'Gomer Waters' Gorier Usterar R DdodaKton 3 GAL. 5' O.G. x viburnum oavidll David's viburnum 2 GAL. 3' O.G. x Arctostaphylw uva-ursi 'Mass.' Kfnniklmfck 4' pot 18, O.G. x V1nca minor 'Bowles' Bowles Comlorl parlwinicle 4' pot 18' O.G. x Sea soma I Annuals 2' pot 12, O.G. x Lawn Champion GO 5 IbsA0000 H DR05EED MIX Barclays Low -Crow Seed Mixture (hydroseed all buffer areas) (as supplied by DF. MARKS, or approved equal,) - Percentage or geed Barclay oerennfal rye Lollum pererne 10% Peen lawn red creeping fescue Festuca rubra 20% Aurora Hard fescue Festuca longifolia 10% Apply seed mixture at a rate of 220 Ibs or seed/acre, 2)000 Ibs of wood fiber mulch/acre, 400 Ibs of 10-20-20 fertfllzer/acre, and 40 Ibs of tadditer/acre. �IF ,DEVELOPMENT PLAP��Pdtiti:� CITY OF RENTON AUG 18 1999 r Z) r V , LW 1 Q V 5W L 0 17 0) ID (D 00 Z I N rn 0 l-, LO N v Z� W2 � Q Z 1 0 W J U Y W W U Q � Z J Q D N W 0 D V) W� W �W Y) T Z Q z 0 0 O V Z Z O Z W 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE Z� A A 0 0 A 0 0 0 0 A A 0 0 0 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-7 SHEET OF I i FIRST FLOOR PLAN SCALE 1/16• - 1.-0• SECOND FLOOR PLAN SCALE: 1/16' - 1'-O' jDEV,E CITY OF RENTON41'rru AUG 18 1999 RECE+NI coOD z0 L0 N rn N _ cy) Lo ZL rn �t wQ z th O _L_ J U Y W W U Q � Z J Q N W ov) WLd w �w Of �Z Q z c 0 0 O Q° PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 0 0 A A 0 0 0 0 0 0 0 0 A A CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-8 SHEET OF THIRD FLOOR PLAN SCALE: 1/16' - T-0' DEVELOPMENT PLANNING CITY OF RENTON AUG 18 1999 RECEIVED Y JW W U Q � z N W 00 ww w �(h w 0 �Z Q z 0 0 0 W Q w J Q 0 Cn W V Q O W M 3: z O C� z Q 8-14- 98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 A A A 0 A A A 0 A 0 0 A 0 0 A CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-9 SHEET OF WOOD FASCIA, PAINT — 7 FINISH COLOR C. el �57� '91F�' 4AF �3 ism ALUMINUM WINDOW, -' 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 r - . ■ m ® I TOWER ELEMENT':.' A ; n TIMBERLINE ASPHALT METAL GUTTER, PAINT-- h, SHINGLE FINISH COLOR C v t `-DECORATIVE REVEAL (TYP. ) E.I.F.S. ACCENT BAND, DECORATIVE LIGHT PAINT FINISH COLOR A FIXTURE SOUTH ELEVATION SCALE: 3/32' - T-0' L— DECORATIVE COLUMNS, COLOR C ALUMINUM STOREFRONT SYSTEM, COLOR D E.I.F.S. WALL FINISH, COLOR B ',E.I.F.S. WALL FINISH, 'W`<;,}�' COLOR B <' � Eix OIL - INK+#AN CONTROL JOINT (TYP.) ARCHITECTURAL GRILLE OVER THRU-WALL PTAC UNIT, COLOR TO MATCH ADJACENT E.I.F.S. L.1.r T). ri � uv i orlvv, W;�;n� vv T. r — I, I r, TO MATCH ". �� �: ,, ... 1 PAINT FINISH COLOR A FINISH COLOR C FINISH COLOR D THRU-WALL PTAC UNIT, COLOR COLOR B ADJACENT E.I.F.S. EAST ELEVATION SCALE: 3/32' - T-0' +50'-0" TOWER PEAK +38'-9 1 /2" MAIN RIDGE +27'-4 7/8' OC T.O. PLATE A* +19'-3 3 4" T.ODECK ' +9'-7 7 B" T.O DECK 0•-0" Ot T.O.C. EXTERIOR FINISH LEGEND MARK: DT FINISH: NOTES: A PAINT: SHERWIN WILLIAMS #2201, GOLDEN GATE TAN B PAINT: SHERWIN VVILLIAMS #2332, GENTRY CREAM CREAM C PAINT: SHERWIN JVILLIAMS #2446, EDELWEISS WHITE D PAINT- ClI1023, BLACK SWAN DK. GREEN Y Y I DEVELOPMENT PtAPd��lINS CITY OF RENTON co w a w J Q 0 Z CO o Wcf) �z � � � Z � 17 c;8 co Q H � � Z w � Z O 3�: W = cn or 8-14- 98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 A 0 A A 0 A A A A 0 0 A 0 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H0005 PHASE 40 SHEET NUMBER DR-10 SHEET OF RECE IVE n �sk,oJ 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) C I C C IA/AI 1 CIAIICU METAL DOWNSPOUT, PAINT FINISH TO MATCH ADJACENT E.I.F.S. TOWER ELEMENT NORTH ELEVATION SCALE: 3/32' - T-0' WEST ELEVATION SCALE: 3/32' - 1,-0' TIMBERLINE ASPHALT SHINGLE IJVIV I I\VL Jul IN I l I I r.) ARCHITECTURAL GRILLE OVER THRU-WALL PTAC UNIT, COLOR TO MATCH ADJACENT E.I.F.S. +50'-0" TOWER PEAK 0' - 0" T.O. C. N U ---VELOPMENT PLANNIVO CITY OF RENTON AUG 18 1998 �00 zI N 0 rn Ln N zL0 m w� Q Z I 0 _L_ J U Y JW W Q~ 3 �Z J Q D 0 F- N W D w1-- W W _ In Tz Q 0'i �(A 0 0 Q� cn W W J Q � CA Z W � � a Z c;8 co a -v z � z � w cf) Er 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE A A A A A A A A A A A A A A a a CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-11 SHEET OF '�h q�,/a--� '4 jI I 0 STERNCC LAND CO. SIERN00 LANC CO. 7 ly cor ac_c i� i l --- �c:,� Cam❑ �:_ J l NTON^ C O _ ... !HE I0 TNO PAC 1ct l < J JRIAL PAR�C I v NEIGHBORHOOD DETAIL MAP NORTH GRAPHIC SCALE 200' 0 100' 200' 400' 1 I 1 t I ( IN FEET ) 1 INCH = 200 FT. :.. 181 167 �.L W I c N SW 31st STREET r 3 � Z ►+J I > } S v Z < O < W �• ' I � Y < o Z < V f SW 41st STREET W S.1807H `-BRAT ' SW 43rd 57'R PROJECT SITE 181 4 1 1 1167 VICINITY MAP NOT TO SCALE Dt tLOPMENT PLANNING' CITY OF RENTON RECEIVE m Z' N 0 0 VJv zn It Lu °� Z 0 J U Y �W W C U Q � Z J D to N W UV) W� w �w C Z i U� 0 Q� O c� PERM(' SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATEt PHASE o } A A 0 A lI A 0 o— CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-12 SHEET OF 15, 'k \ t 20 O 25 (E) DIRT ROAD f i�r NO -BUILD ZONE IN 50' SETBACK FROM HIGH-WATER MARK ' ! I 18 2" 6'-0" 72'-0" 6'-0" 1 _ d C TRASH ENCLOSURE z 1 — 23'-0" 18'-0" '. t coSATELLITESATELLITE DISH A i PROPOSED -cn t RETAINING ' C 00 WALL f C U 2IN , 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.) - 25 2 \(E) DIRT ROAD I 3" MAPLE (TYP) ALONG ROADWAY s ;i 2'-0" VEHICLE CD OVERHANG (TYP.) � + MONUMENT SIGN I N 01'11'17" E 477.48' w. 00 6'-0" 0 `ASPHALT PAVING (TYP.) ELECTRICAL 15' SL PE 1 N 283'-7" TRANSFORMER E SEMENTo 248'-6" 1a ❑❑❑ ❑❑ 0 0 10' ROAD EASEMENT, c 000 TO BE ABANDONED 1 / 6 ❑❑❑ - _ o Q/ - in i+ 0' = FENCE HIGH-WATER MARK \ i 20'-0" i 8'-0" co OG^ 04 1 ' t a 'y �c^ y � J t � 1 1 o0 ♦ '.'` f' �' ,fir p ♦ , i f l o I I I 1 N ` O �i 0 1 _. 1 f I F AGPO E PICNIC AREA __— t 1 I El El a cn o N x'�. ❑ ❑ ❑ oil [I ( 1 ❑ ❑ 0 - J x POOL ® o 1 LIGHTito I N i00 O 3 BOLLARD -- r) 1OD CABANA BUILDING— `' (TYP.) I - x ,n � I I O ao N 00 r' 0 1 a 14 54'-0" 27'-6" 10 20' HIGH POLE- 126 -0 10 -0 0 I PROPOSED MOUNTED LIGHT o (E) 24 PIR TO BE REMOVED 1 (E) 15" HOLLY T ^ RETAINING FIXTURE (TYP.) � OR RELOCATED 34'-6" N 7'-0" BE REMOVED ORS `, 2 �� ` WALL 89'-6" 6'-0' N 90 -0" RELOCATED 1 0 Vol 1,)" pu� \ t'ti � , i \ \ 1115 GRAPHIC SCALE 30 0 15 30 50 ( IN FEET) 1 INCH = 30 FT. (E) 15" FIR 120 N 0 '11'1 �(E) 12" FIR (E) 1 FIRr (E) 40" WILLOW 7 i} / 15' UTILITY EASEMENT 25 25 SITE PLAN SCALE: 1' - 30'-0' 4' WOOD FENCE I 25 I I t0 co OD 41B., am aI n ro Its 00 z z 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 III MIA112 �I2tyff-l\I (E) 3" MAPLE TO BE REMOVED OR RELOCATED PROJECT SUMMARY NO. OF STORIES: NO. OF UNITS: TYP. UNIT SQ. FT.: ZONING: GROSS BUILDING AREA: GROSS SITE AREA: - "NO BUILD" AREA: 3 113 VARIES CA (COMM. ARTERIAL) 74,523 SQ. FT. 135,582 SQ. FT. (3.11 ACRES) 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 PARKING: 8'-6" X 16'-0" (W/ 2'-0" OVERHANG AT SIDEWALK AND LANDCAPING) HT. RESTIRCTION: 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 8 POLE MOUNTED LIGHT FIXTURE, 20 FEET HIGH • 42" HIGH LIGHT BOLLARD (� PARKING COUNT CONCRETE PAVING co w a w J Q 0 Z co 0 W � w 0 0 Z co co Q co a � o a W z o w = co o: LO cf) (D zI N N 0 rn n N m W v zLo 0) Lo w< Q Z ff 0 L J U Y JW W U Q � Z J Q in N 0 W w wH_ r,h - — W r. � _V) Q DEVELOPMENT PLANNING 0 = Olro1 RFNITON �- AUG 18 1998 Ir ° 8-14-98 PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 0 0 0 0 0 0 A 0 A A 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H0005 PHASE 40 SHEET NUMBER DR-3 SHEET OF 4M 12. $, S*A. El.� LANDSCA �N7�7 NORTH SCALE: 1" = 30'-0' PE PLAN (E) 3" MAPLE TO BE REMOVED OR RELOCATED BOTANICAL NAME TREES iqM Acer macrophylla A Acar rubrum 'Red Sunset' — Acer cfrcfnatum RA Alnus rubra Betula papyrlfera �i Betula jacquamontli Garcfdlphyllum japonlcum %` -- Paeudotauga manziesif ' ;+ii+='� ++ Pyrus callaryana 'Aristocrat' Salix acoulerfana Zalkova earrata 'village Grew' SHRUBS/GROUNDCOVERB COMMON NAME SIZE Bfgleaf Maple 6'-8' Red Sunset Red Maple 2' cal Vine Maple 8' ht. Red Alder Paper Birch Jacquamontl Birch 2' cal. Kateura Tree 2' cal. Douglas Fir 8' ht. Aristocrat Pear 2' cal. Scoulers willow 1 gal. village Green Japansee Zakova 2' ca I. (+ Azalea 'Gumpo White' Gumpo White Azalea 2 GAL. OGornus stolonffera Red Osier Dogwood 3 GAL. ® Euorymus alata 'Gompacta' Dwarf Winged Euonymus 2 GAL. ® Euonymue japonica 'Microp Ila' DwarF Evergreen Euonymue 2 GAL. O Rosa nutkana Nootka Rose 2 GAL. ® Ilex cranata 'Nellerf' Feller Japanese No% 2 GAL. Q Juniperus virgfnfana 'Skyrocket' Skyrocket Juniper 3 GAL. Q Lavandula anguatifolla English Lavender i GAL. Q Prunus laurocarasus Otto Luyken Laurel 2 GAL. Rhododendron 'comer Wterar' Gomer Waterer F*cdodandron 3 COAL. ® viburnum davldii David'e viburnum 2 GAL. SPACING as shown as shown as shown as shown as shown as shown as shown as shown as shown as shown as shown 21/2 , O.G. 4'-6' O.G. 3' O.G. 3' O.C. 3' O.G. 21'/2 ' O.C. 21/2 ' O.G. 2' O.G. 3' O.G. 5' O.G. 3' O.G. Arctostaph lus uva-urel 'Mass.' Klnnikirrick 4' pot IS' O.G. vnca minor 'Bowles' Bowles Common Periwinkle 4' pot is, O.G. Seasonal Annuals 2' pot 12' O.G. Lawn Champion GQ 5 I66J10000 QUANTITY x x x x x x HYDROSEED MIX Barclays Low -Grow :Seed Mixture (hydroseed all buFfer areas) las supplied by DF. MARKS, or approved equal - Percentage of Seed Barclay perennial rye Lolfum peranne 10% Pam lawn red creeping fescue Feetuca rubra 20% Aurora Hard fescue Feetuca iongfFolia 10% Apply seed mixture at a rate of 220 Ibe of seed/acre, 2,000 Ibe of wood Fiber mulch/acre, 400 Ibe or 10-20-20 Fertflizer/acre, and 40 Ibe of tack(Fler/acre. 0=--VELOPMENT PLANWIIG '- CITY OF RENTON AUG 18 1998 RECEIVED i a) `W 1 v Z� rn W 0) Q Z O w J U Y W W U Z J Q N W 0 V) W 1-- w �w �Z Q z �V) 0 Q o 0 Wj, W a W J a r� V W a 0 ,�. J H (A a L Z `O 1( V Z 2 Q Z 0 Z W PERMIT SUBMITTAL PERMIT CLEARANCE BID ISSUE REVISIONS DATE PHASE 0 A 0 0 A A A A 0 A 0 0 0 0 CONSTRUCTION ISSUE CATALOG NUMBER JOB NUMBER H 0005 PHASE 40 SHEET NUMBER DR-7 SHEET OF LVA4M9 %am* � 2 s, 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