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HomeMy WebLinkAboutLarge Format{ 4e ttJ1D gkfjv� 'of;, 14 .�*O 0 lot WAS Qf�Vt'j"'�tlucc..o Fbsci�� � r .. �w....� ••tines.. ..J.... /4n�ti�C'�oNA:.t,... �u1ol..o�rtiL- Vf-�DE5.1'L,. GANo�t�-,"L- EV-,..A'- IF 10° 1_ sMEL mil.. EN c,4seo EN 18«e* C.oaG C.RaF... C.¢ VaM-- 4~ Hansen, Hansen and Johnson Architects, PLLC 1230 Fryer Avcmie P.G. Pox 1003 Sumner, Washington 933��0 53) 863--3126 = 1 (253) 363--5354 A- o Li! t'l,ANT SGHWULF, - = sYM6oL 6oTAIJI(.,A�_%(.oMMorl ►JAMS c�T� SIZL GoNMEIJ'fG 13 2' 6,aL. ZW I,.,�a, GU �R��a,ioU(PrV��I� .r.IDII �LCYt,a,td K 11 to HT MI►J. IF _- IX1• "1 675h( II ' 1` ` O �fwRuorll�'Nt;I,J�o�T DWaW �hANI� y2 S SAL. L4'0N �P►JTe�- - 5JMAL t2A `6f0VVF --MG/Z AH fi 76o 2- G A L • 3' criJit- - x I s t I n g E 1 � 1 1 E x i s t i n n g o -lip u iI ding A.AL1,i/Az�,,mz,/ITAE� Li � "T• z'B u di , 51 1 SW 12 t i _,y (J F F 18.64 I -- ___ 1 J I,000 , r°V- ALL ti1t:hhAR� PVIZMITh. i II X ` �+ 4/ __ I. ALL- t-L�t-1 i'I.A�-I T 1�1G 'To l�lo�<, ILvI�/� to o ` w IMF' ITT 3-h!°`'( T°f""I Qr 3. ALL 05W FI-AN1-IIJ61 To i JVC, Z" MIrJIMdH f;� y- MUI,c.N, 1 13o sr `�. ALA, q tz- T�, 6EF, ft P,1`lTr D I-) I TO -rr I r "OLAIZ .� �� — _ — ti A.I.L LANdh�APlrl�l Ih To Cr�iU/k12A�T�b how vI.1G `(6�- PoL�.vI,J ICU , 1 -- �/ � o oAli � r!o Af l If-P,/AATIo�1 y(h(�M I� To f3E ' IN ALA "I;W f LA0T iNu eOP Ar-rAs. Existing / Building G g I f J rosr,,d Mtpwi i i • I I I � ' � Q I ,T l f 1 1 �Q � � P I 1 - .. I I I 1 1 1 0 10, 20' 40' Z �'jl o h1,•ip. �,, - _ SCALE: 1■ - 20r -0w DTE: THESE DRAWINGS ARE PRODUCED EXCLUSIVELY FOR DESIGN/E ONLY AND FOR OBTAINING THE BUILDING PERMIT, ADDITIONAL DETAILING AND ENGINEERING SHALL BE REQUIRED FOR ANY AND ALL - ---_------- - - OTHER PURPOSES/USE BY OTHERS. k Ifenzon and, Johnson Architects, PLLC 1230 Fryar Avenue P.O. Box 1008 Sumner, Washington 98390 e, (253) 863-8126 FAX: (253) 863-5854 Project Title k\U WALKER'S NEW SERVICE CENTER & SHOWROOM Sheet Tit!e Landscaping Renton, WA Project No. 01A23 Date June 2002 Drawn TFJ Checked RH File No. Al-1_2-3.Dwg Scale 1" = 20'-0" Print Date 06-10-02 Description Landscaping Revisions IoZl�j 1'vizT�l�rtp A�/EIJU� �T�ioMA, I•,lA `�84�}S r^x (2A3)F5M -d,1. Sheet No. Ii i J VP � i i i r i I , , � I i / i i G 130 ST / 0 10� 20- 40' w E Z SCALE: 1" = 20'-0" A1.101 SITE PLAN FOR SITE PLAN REVIEW SEPA NOT FOR CONSTRUCTION NOTE: THESE DRAWINGS ARE PRODUCED EXCLUSIVELY FOR DESIGN/BUILD USE BY HHJ CONSTRUCTION, INC. ONLY AND FOR OBTAINING THE BUILDING PERMIT. ADDITIONAL DETAILING AND ENGINEERING SHALL BE REQUIRED FOR ANY AND ALL OTHER PURPOSES/USF RY OTHFRS Hann Hanmnand Johnson Architects, PLLC 1230 Fryar Avenue P.O. Box 1008 Sumner, Washington 98390 (253) 863-8126 FAX: (253) 863-5854 Project Title \E WALKER'S NEW SERVICE, CENTER & SHOWROOM Sheet Title Site Plan Renton, WA Project No. 01A23 Date May 2002 Drawn TFJ Checked RH File No. A1-1-2-3.Dwq Scale 1" = 20'-0" Print Date 06-10-02 Description Site Plan Review/SEPA Revisions Sheet No. Alm 1 S(+ 6;)--0�y 6 -RENTo EY-224-23-4 syy ........_.�r _. _..ST r....._.....,......_ ...,_.,... . i ? �I '� f --- -- 8i5 y J --1 ----------1 c a i y i 2 3 �` y e y 900uo i 1 --� o Q ca o z r 1 ♦A t � V 1 � 2 1 0. d I Tit -t W. 0 et V 010 N C -- S• S.W. 7 all *AY. JN 10, al 11p - - s Imi c 1 e •' j 6 54 3 tIJ 3 47.38Ac.. r• c.2e Gov"# Lot 13 � 27.36 Acres i / - 3 NT N .._..:._.._._....�.�.._...._..._.._ sips!-- 60 V i 7Z 705 / � ti 2Np's�� 3 V� 4 SH°ltE o• W STANLEY 40ME PRODUTS MG. tu EAR I N GTON ARLINGT PARK 0 . � Ca 715 i J Q 7Zi zSz 0" to a.a si INDUSTRIAL - '•' �m im �,1 PARK N0. I V21 Ry6RSON SZEEs CA ' ST ors ._ , -- m NOTF-- Knit! Maps are corrlpfted from Official Records andlFietdSurveys. Theyareproducedforreferenceuse or►!y and no warranty is expressed or implied. /sass � Zmo SUDPI- tiE 0 e N � 81G C. STORE SHORE 'ANDS' Gov t Lot 1 !u AVID Ft. F`�g j 39.85 Acres ~✓ a GHICK to Wo 7Ct./7 w 11,t vo2.29 C] B46 i Bat iy • 2.ZtAG. T«L. b4 o s � MiPgir .1 Pa. kAC 1 F I G CO A s N a P S OEM" pipe R. R. CO T" j 035 NVESTMENT CO. (ri' j 39 �,� ,�R•sR-iy�.gi0 (tl �: , ! ' SUPPLY CO. 3.10M. (2) f.S23As. y r.`,� •.�,,' ..- psi'.-. T.L. SZi � - :%• l (4)Vol VqAy ilia 9 , �R ��I9�� !3R 34 P. o p• G o 6" 2a � � y G�6o6 1 ^ is L-- tt W Ao Pit 24� �► 8� S :rJ 4-0 t _ i3 =� out•.h Rent�:o� G'R45S/NG 1�nt e r chan�gei „=- - .. �! 22 are J � 24 36 4 a 36 33 .2y6 ,oc-g37i-- Z K ' w27 tl• .7v • i7 -" f 3z �$�.►� c l� 2� 1fRY/Cf 28 31 3a 31 2 60 M..35 V. I ;Z56. 0 4 L 9 83 (i} i (4) �l I 0 100' 200' 400' t2� � SCALE: 1" = 200'-0" h 1� NEIGHBORHOOD DETAIL MAP -1" = 2001 V* Si Six 1r1 3 �*"Axps / PS Sri- F1464. pce.N �a r� Lo �.�.T'c ti.► S 63� 9" g6LL'AADS 1 F-ILe - F1N 14 #4 % MTL - 710ItjC• -..r n..r ■t � �■[ a r . . , '.'t E-L- - Sou.- 0 3 t W -Fa., . �� .i z d � A koW aps ?(A-t Fa rL Co(.AT aN 4 • J � yin 4.;* C . MTU 'EOL w ''ON EA .S � � r rry ■w Hansen, Hansen and Johnson Architects, PLLC 1230 Fryor Avenue P.Q. Box 1008 Sumner, Washington 0U�90 (253) 863-8126 FAX: (253) 863-5854 ,t A- C) 2--0-12 RENTO EY224-21:43g ,�?r zcooi i224 60 I , � 7007 I J 1 710 Zr �a i �► s � of♦� Q --- --- v/ m a'Q I i. �► I I Q � Ir 1� 9oa � a i Z 1 c 1--t' 0 e q Q o ZW 1 to 1 •.. Cr. t) Z Z / ApY G t � a � A a s Sr . TN jo S. W. *All 47. 38k.. T.L. 22 N mr%,M. V ..11 11- orn nne.. U.A f..v.. Oe..` 4r .."lr.._ .-e�....".. ..... ...... ony, and no warran.ty.isJ _,xex_pressed,wwav,irttpiied. 7 n4, 816 G. SM., Gov't Lot i w 39.85 Acres 4.5GAG. T.t.7'7 zc. 4e Q w C) Q �� Z v tt a'o C• �-0 yVA P J�l GRADY o `at I 3 4 4 4 v It A If ,�_ (2) p — 0-� U 0) 3C 0 U w J C- ro n Y CD c 0 c 0 CD U) c 0 Cn c 0 i J 0 U 0 4-� U) CD LL- cn r CD 0 C- a U N 0 0 N I to ][ Z U 0 z ry W E— z z o W � U Q W � U ry O LL � z W — (I) Q r w w z w 0 Q U f- 0 = - O = �Zo Z �UU �o< `� N a Q a z Uaa V) O O U Q W Q Z 0 V) w GENERAL ENGINEERING NOTES EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS A$ SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS A650CIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RE50NSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM TH05E INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT, THE CONTRACTOR AND/OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR COMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATIONS UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY 15 NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (W5DOT SEC. 1-01.11 APWA SUPPLEMENT) THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (W5DOT SEC. 1-01.11 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS OF CONSTRUCTION FOR DESIGNS 6HO1.LN ON THESE PLANS. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK 50 AS TO AVOID ALL EXCAVATION, TRENCHING, 5UBGRADE PREPARATION, FILL PLACEMENT, AND ALL 501L WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH CITY OF RENTON AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARDS. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROPE651ONAL ENGINEER AND IS NOT A PART OF THESE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THIS RE-ESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO RE -CORNER RECORD 45 DESCRIBE IN W.A.G. 332-120. LEGEND EX15TING PROPOSED i� CASED STREET MONLINIENT PK NAIL x c� DESCRIBE 0 WATER VALVE W 1-n CATCH BASIN POLE ANCUOR CF POWER POLE -o- SERVICE POLE -Ii-V -- [:-- CHAIN LINK OR WIRE FENCE —0 —❑-- WOOD FENCE —0 41 CONCRETE ---Vv -- WATER 5UPPLY W -- '; - -- SANITARY SEWER S WALKEi;R'S SERVICE CENTER 4 SNOUJROOM A PORTION OF THE SE I/4 OF THE NUJ I/4 OF SECTION 19, rtOUJNSNfP 23N, CITY OF RENTON/ KIND COUNTY, UJASNINGiON CONSTRUCTION SEQUENCE 1. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY. 2. VERIFY VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS I-800-424-5555, 3. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING AND GRADING LIMITS. 4. INSTALL CATCH BASIN PROTECTION. 5. PROVIDE DEMOLITION OF EXISTING STRUCTURES. 6. CLEAR AND GRUB AREAS OF THE 51TE TO BE ROUGH GRADED OR FILLED. REMOVE UNSUITABLE BEARING MATERIAL. 1. GRADE AND PLACE ACCEPTABLE FILL AS REQUIRED AND COMPACT ACCESS DRIVE SUBGRADE. 6. INSTALL NEW UTILITIES, FINISH GRADING SITE, AND CONSTRUCT ASPHALT PAVING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. 9. COMPLETE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 10, REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIAL AND DISPOSE OF IN AN AUTHORIZED LOCATION AT NO ADDTIONAL COST TO THE OWNER II. REMOVE REMAINING TEMPORARY EROSION CONTROL FACILITIES UPON FINAL SITE STABILIZATION AS APPORVED BY THE CITY OF RENTON OFFICIAL. 51TE DATA: SITE AREA (APPROX.), 2.12 AC BUILDING AREA: 0.02 AC (EXISTING) BUILDING AREA: 0.40 AC (PROPOSED) PAVED AREA: 0.43 AC (EXISTING) PAVED AREA: 1.42 AC (PROPOSED) PERVIOUS AREA: IIo1 AC (EXISTING) PERVIOUS AREA: 030 AC (PROPOSED) LEGAL DESCRIPTION EARTHWORK QUANT I T 15: CUT 400 YD5 FILL 300 YDS NET 100 YD5 (CUT) NOTE: EARTHWORK QUANTITIES ARE PRELIMINARY ESTIMATES. THE CONTRACTOR SHOULD DO TAKE -OFFS FOR ACTUAL QUANTITIES FOR PRICING PURPOSES. LOTS 2,5 THROUGH 39 INCLUSIVE, BLOCK 26 AND LOTS 3 THROUGH 15 INCLUSIVE, BLOCK 25 OF G.D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION NUMBER ONE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1-1 OF PLATS, PAGE 14, RECORDS OF KING COUNTY WASHINGTON+ TOGETHER WITH THAT PORTION OF VACATED ALLEY IN SAID BLOCK 26 ADJOINING AS DESCRIBED IN CITY OF RENTON ORDINANCE NUMBER 4914 AND RECORDED UNDER RECORDING NUMBER 20010906002111 RECORDS Or - KING COUNTY, WASHINGTON. RECOMMENDED FOR ,4F)FROVAL BY DATE BY BY BY BY DATE DATE DATE DATE RANGE 5E, W.M. 5URYE1' INFORMATION: SURVEY BY: DALE OAKS, PLS *19635 SADLER - BARNARD E ASSOCIATES, INC 12114 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-8135 SURVEY DATE: JANUARY 14, 2002 5A515 OF BEARING: PLAT OF C. D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CITY OF SEATTLE DIVISION NUMBER ONE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 14, RECORDS OF KING COUNTY WASHINGTON, CITY OF RENTON BENCHMARK: RAILROAD SPIKE IN THE NORTH SIDE OF THE POWER POLE LOCATED AT THE SOUTHWEST CORNER OF SENECA AVENUE 5W AND 5W 12TH STREET. ELEVATION 113'5. SITE BENCHMARK: RAILROAD SPIKE SET IN THE EAST SIDE OF THE POWER POLE LOCATED IN THE SOUTH SIDE OF SW 13TH STREET AT THE INTERSECTION OF SENECA AVENUE 5W. ELEVATION 1154. SEGA Engineers Structural & Civil Consulting Engineers 22928 SE 312th Street SE - Black Diamond, Washington 98010 (360) 886-1017 - FAX 886-1016 CONTACT: ANDREW OR50N HANSEN HANSEN 4 JOHNSON PO BOX 1008 SUMNER, WA 98390 253-863-V26 OWNER" DALE WALKER 120 RANIER AVE 5 RENTON, WA 98055 425-226-2115 CALL BEFORE YOU DIG; 1-800-424-5555 VICINITY MAP NTS FOR 51TE PLAN IREVIEW ONL NOT FOR CONSTRUCTION po�rlt, DRAWING INDEX SHEET NO. 5HEET TITLE C1.0 GENERAL INFORMATION C2.0 DEMOLITION PLAN C3.0 GRADING 4 DRAINAGE PLAN C4.0 SITE UTILITY PLAN C5.0 STREET IMPROVEMENT PLAN C6.0 51TE DETAILS C6.1 517E DETAILS C1.0 GENERAL NOTES KEYMAP --! WALKER'S SERVICe CENTER ✓GA' SHEET C I .o Sd+ 0D---0- U o) x 'O 0 clu Cr LLI Y J a 3 / L. m n L a) [O 3 c 0 U) c 0 a) En C ra a) C O / t` C) a U O a / U3 E L O L d U CV O 0 � o xi Iz N C)g zC) IZ a o v=i � z w Q z n w U z w 0 U I- 0 w � CI) W l_ L_ 86 W � U Q W 0 1i.1 =� z 2 0 = Z� z o �o �o Q ` 4 N f)f £3 O O _ U p& < W Q z O V) w L.LN UJALKER'5 SERVICE CENTER 4 SNOUJ ROOM A PORTION OF THE 5E 1/4 OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23N, CITY OF RENtON, KING COUNTI', UTASNINGTON RANGE 5E, UJ.M, FOUND COPPER PLUG W/PUNCH IN CONC. IN CASE. 2/27/2001 LU 0 CE. - i IE 1 ADS N- 1 -.3`. i - iE 1= ^D ` E 1 `.-I ' E 12,, ar,5 1,.1W 1 18 ��pStS FIt,4 i- 1i ib -_ -- 1_ D` Pia. 1r �� RIhA i 7 7C. LE 2' - - It 12 r+Li'� � ��1=t..5�F VA �FE - IE .�'_'• ���1:� i'J. ,-r.`::C� S - ' - IE rCS 801 SO '-. _,. t r 22 I __T 23 - td:�1'• - f �24 25 2D 23 27 - ii I IIII 1II IiI N 9,9 , 29 (0 ao i61 20 3 I 1W e 1. 4 Building m ul II I ( I I .40.41 E �sEME -711 _ 0 1 + ; p 1 sr L LJ m REMOVE POWE POLE I � 831 J- ��� � III 79 AND GUY WIRES - , N12'40'00"W �9 I RELOCATE R:R TO - `\� pjh a- + ( I Q 2, i I INDEWAOLND - _ - e S0m � r" ° I W - EAs�MEN� - , : •a , dl ^�,• I I cG .lr.i h,IH �� .;IL EPAF-.ATOR 01\01•° W - '� i I ` `� I - N12°40'00" ° ° ° `� ` s' Per E. 11.2a I f 800 °I DEfd s4$ 1 h rn� 1 ' •E PvC. 11.28 I I I r ^ d REMOVE FENCE . a �e . / CAR a _ I ► ID II r�I,II�I}I < G ...>-.'t- r. •^TMie =;, •, .IIII �t � • ©a + 'y/vQ ' I P�L, rIrF-JT y- I0� DRAIN FeMHd 0351:L� v .O�E� PARA1T 3__;RAND GATE O • Im REMOVE CONCRETE T7.98 SAN. NIH (Ei;ISCl•1C ) PAVEMENT i �I<"r PVC d. 1 I. �N SA RIM le97 19.45IE 5" `:TEEL E. 8.95.88 `nS IE 8" STEEL W. 3.75 � 01TLI OF E 4 1 J. � 4PROPPSED L CDER �_TH SIDE 39 38 .76 � 37 16 LU 3676. 34 I=i ° l % 36.28 1 I I I 1 h' 23� �' �,r1;'� _ _- 16.94 -' /66 .- 4 •.`O % 40.40 16.57 �33 Ile 301 16 O8 32a 16 93 rs >> - 76 CONNC TE I Ii 16.72 __ - Doi-b� 52 -�"I - 47 Q"� �I I I PAVEMENT m I REMOVE ASPHALT '�r " i-- •77 - - - F'AVMCs_ e I.1 1;1N E :I'. T f I I ( J6.39 klt.i I .u;, I 8' E EEL E 10.S,7 I 17.58 I xl E-M16 44.11 % 690 iE _D" S EEL Md, I c 1 - 16 73 IE EEL. 10 GG` 1 18.15 CID "0' 16.85 ( I co 0BAN I�;IH (EXITING) 1s.00 c � I I 45.02 IE 8" STEEL E z .59 - �7 �0 , i 17.20 I I cn !E 8" STEEL N G 48 i 1) � O LADDER";ESi ';IDE i p I I 17.33 I I ( I I �I r i I 17.07 1 I I I 1 RUM EL . 162`9 30 cq I I I I ( - IE V C P N 1,131 / M 1 I I 1 I I I O' $p IE !S' CONC 5 poi SITE BEi•,CHI`:1,".1<:I. I I r ( I _.- - ' �y1• er DS 1 �s R.R. PILE E. `SIDE OF P.P. -- I a 3 + 5 ^ _ EL [- L-'! I . .54 I I I 8 7_.�% I - 24.10 I 5gfo°12'20"lkh 10 39133 9 {,� "' "` % 22.77 13 12 22.58 % 2 15 14- i - - - U % 22.83 22.91 FILTER FABRIC. WE MIRAPI 100 NS OR EaJAL. REMOVE CATCH BASIN GRATE AND INSTALL FILTER FABRIC ON TOP OF GRATE AS 6HO11K FOUND COPPER PLUG W/PUNCH IN CONC. IN CASE. 2/27/2001 CATCH BASIN C5 PROTECTION - SCALE: NONE x x 22 �4 } �284 223j 1-405 I E&C 4 DEMOLITION PLAN NOTES: SCALE: 1 "=30 FEET I. SEE ARCHITECTURAL DRAWINGS FOR HORIZONTAL CONTROL AND ITEMS NOT SH01lk 0 15 30 60 2• SEE DETAIL 3/C6.1 FOR ASPHALT PAVINGs. FOR SI?E PLAN REVIEW ONLY NOT FOR CONSTRUCTION SEGA Engineers Structural & Civil Consulting Engineers 22928 SE 312th Street SE 9 Black Diamond, Washington 98010 (360) 886-1017 • FAX 886-1016 �26-'06 (e` 1 EXP!HEs 311z!00% 1 GALL BEFORE YOU DIC3 1-000-424-5555 RECOMMENDEE) FOR APPROVAL BY DATE BY BY BY BY KEYMAP WALKER'S SERVICE CENTER DATE DATE DATE DATE SHEET C2.0 J S A- 0 2- -off � 0 CM c.) CC w Y J Q 3 C_ CO a) 3 / 0 C) C a) c a� En / J 0 Q 0 7-3 4-3 / U_ 1= CD CD a U N O o (V 1 16 (0 zU O � & o Cad Cal 8 toil O z C U < w Z 0 U W WAL<ER'5 5E RVICE CENTER 4 SHOW ROOM A PORTION OF TIE 5E 1/4 OF THE NUJ 1/4 OF SECTION 19/ TOWNSHIP 23N/ RANGE 5E/ W,M, GIT� OF RENTON <ING GOUNT�/ WASHINGTON _--- �il•i ^IE E;:I5TINn CE _RIM izZ3 ROM Ev,cTlla GE EXISTING FH ` iE I:" iGS E fd.3 i ' / r ' t SEE 6/CbJ t _ Z w S11"10i�'' C GV �r -- - - --- — FOR G RES ORATIONpp C8 I /py t o e Meter , 000 . a ^ v'•"- . ^ ��''•' ... } ( I C � ( 1 r) tj�t i' sty' is ��'-il; ���A j I ® LL I -. C�i �.I I I l� I Il '� 1 'I � � ! 1 i I P E�lII_�Ilil� j t , a I i J ;I S'14. 1 '2 ty vX 18J0 i (� 6D� 1 � I I � + • `'.%�, 7 rr tJ1 i� , .r - I - I �� �• ,, "ter% il�s1 - Lli I I • � � 1 - it ^ ! 1 1 I SAN. MHS I NEW BU(LDINC i i a ' I y low' 1 Jo EX,LSTING FH Q L•� 1 S ,Z PP p j -0- • S • XIST. SAN. MH , IBM PP C� d`°���� 1 te10 '' _ T B� ST • � �_-e a�; I � g~ . L f O ' 1 � f 1 v , /-SPILLWAY. SEE DETAIL 4/C6.0 _. - - - - GE a iEXI TIN's; 4t.b 1 I Fht EL = ' ,B9 14bP1 I 1 !E l: Gf 1p N L3211 15 CCNL 510k! IE 13" AD-5 W 1315 J gog I ( 1850 - - — _ - _-.- - 05 •il'20'W 3W3' 5' x 5' x 12, 586 1`B'I M - 54' SEE DET VC60 RIP RAP PAD EL = I815t (�— ----- -- -- -- tE = 490 ¢ T. GRADING 4 1DRAINGAGE PLAN SCALE: 1 "=30 FEET 0 15 30 60 NOTES: I. SEE ARCHITECTURAL DRAWINGS FOR HORIZONTAL CONTROL AND ITEMS NOT SHOWN, 2. SEE DETAIL 31C(o] FOR ASPHALT PAVING_ 3. SEE SHEET C10 FOR GENERAL NOTES. 4 FOR 51TE PLAN REVIEW ONLY NOT FOR CONStRUCTION CALL BEFORE YOU DIG 1-500-424-5555 SEGA Engineers Structural & Civil Consulting Engineers 22928 SE 312th Street SE • Black Diamond, Washington 98010 (360) 886-1017 0 FAX 886-1016 RECOMMENDED FOR APPROVAL BY DATE T = E BY DATE BY DATE BY DATE ,Q 26606 ` tqoV BY DATE sAj KEYMAP IWALKER'S SER VI C� CEN TER SHEET 0 0 ►F !: IL 0 S A-- - o a- -o-) 2 CM 3z a 0 v w Y Q 3 C_ ro Cn C_ w CD r0 / M O ro CD ro / CD 0 Q O Q U_ E ro C— O C_ C-) N 0 1-1 0 cV I I o \Y ZU C0 _ a0 w 0 0 w =J �ZZ 0 Z Z O Z J o Q 6 � 0 0� D�z8 v 3 N w as �I C M, z 0 w Iz 0 z UJAL<ER'5 SERVICE CENTER 4 5HOWROOM FCIRTICN CF THE 5E 1/4 CF THE NW 1/4 CF SECTION 19/ TCUJN5HIfm 23N, RANGE 5E. UJ,M, i CITY CF RENTCN/ <ING COUNTY/ WA5HINGTCN cr15lING CID RIM 11.0a IE } " .GG'S SE 13.3I E"15T!NG CE —M 1323 ^;E I:' AD5 NW 14.1E IEI:"AD$eE14.'1 z , EY!STING GE x r' IE I" kR5 NW 1432 s/ iE 12" ADS = 1431 i 1 i REMOVE I i GV j ? I CB t 1 t !X i--• d I I I Motor 000 Opp r ;� 'I Bu it dill 11� I 4+%'� Eel it .iinl� v;�} I � .Z j' 1 ll l I I } 1 Vl} I ' ` , r i I ] 4n I + litjSI-y I I 1 I gwi�'--T_ C� 1 (- 1_ I EY3`'T1NG� iD I I W c - t 1 r �,�- I I I r + t Z I j 4 _ su,. M S H � T NEW BULDING I i f ' FF EL =116W I I 1 b I 1 3 p I 1 I I ( E STING FH 00 NEXISI%G) � PP �— 3 2- I E)asnN S SAN. i PP I I 2 r W PP I CE 4 (EXISTING' I Gvp N i33: i IE IV, CONC 9 IC�;oI IE 12" A..DS W 13.65 51TE UTILM"r FLAN SCALE: 1 "=30 FEET 0 15 30 60 NOTES: I. SEE ARCHITECTURAL DRAWINGS FOR HORIZONTAL CONTROL AND ITEMS NOT SHOWN. 2. SEE SHEET C1,0 FOR GENERAL NOTES. 3. DDCVA TO BE LOCATED IN51DE TPE BUILDING, SEPARATE PLANS AND UTLITY PERMIT FOR DDCVA INSTALLATION FOR FIRE SPRINKLER SYTEM WILL BE REQUIRED. KEY NOTES tO COVER EXISTWS 54 SANITARY SEWER WIT1416110 STEEL PIPE CASING. PLACE PVC INSIDE WITH CALPICO M-6 55 CASING INSULATORS PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE MODEL C CUSTOM PULL -ON CASING END SEALS EACH END. EXTEND CASING MINIMUM 5 FEET BEYOND BUILDING AND MAINTAIN EXISTING SLOPE OF PVC PIPE. 20 INSTALL OIL WATER SEPARATOR USE TYPE 660-SA BY UTILITY VAULT OR APPROVED EQUAL (450 GAL CAPACITY). RIM EL = 18b0 03 6" o PVC DRAIN AT 290 MINIMUM. CONNECT TO INTERIOR FLOOR DRAIN AT MAINTENANCE AREA. DRAINLINE TO INCLUDE 'TIDEFLEX' OR 51MALAR BACKFLOW DEVICE, aINSTALL CLEAN OUT 4 6"4 PVC DRAIN AT 2% MINIMUM. DRAIN LINE TO INCLUDE 'TIDEFLEX' OR SIMILAR BACKFLOW DEVICE, INSTALL 10" GATE VALVE. U2 INSTALL NEW 10" 0 D.I. WATER SUPPLY. ABANDON EXISTING 6"0 SUPPLY. 03 INSTALL 10" x 10" x 4" TEE (MJ x FL) WITH CONCRETE BLOCKING. ® INSTALL 4'I0 DUCTILE IRON SUPPLY FOR SPRINKLER VERIFY 51ZE AND LOCATION WITH SPRINKLER CONTRACTOR AND ARCHITECT. 05 INSTALL IV GATE VALVE AND 10" x 6" REDUCER. © INSTALL AIV METER BY CITY OF RENTON. VERIFIY LOCATION WITH ARCHITECT. Ol INSTALL 1" 4 DOMESTIC WATER SUPPLY. ® INSTALL IRRIGATION SUPPLY METER WITH CHECK VALVE ASSEMBLY. 09 INSTALL POST INDICATOR VALVE (MJ) WITH TAMPER SWITCH. 10 INSTALL 10" x 10" x 10" WITH CONCRETE BLOCKING. IT 1 f 1; of wr. zeros � 4 J S`SION'AL loti i EXPtNcS 3/ �l � �-• FOR 51TE PLAN REVIEW ONLY NOT FOR CONSTRUCT ION CALL BEFORE YOU DICs I-000-424-5555 SEGA Engineers I& Structural & Civil Consulting Engineers SE 312th Street SE • Black Diamond, Washington 98010 (360) 886-1017 • FAX 886-1016 RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE KEYMAP IWALKER'S SER VI C� CEN TER SHEET C 4 0 0 -J S 1v 0 2- -0--� � 0 U W Y J Q 3 m a cn r- Iv Y CD 3 C O In C 0 c 00 C M Ol H 0 U 0 a >= 00 IT 0 a U Q Ld F-W� = J Z= 0 N N 80 �0 Y w IL a- a- Q �a u z 0 V) w N-FAI "No A PORTION OF TNT SE 1/4 OF TNT NUJ 1/4 OF 5ECTION 19/ TOUJN5HIF:1 23N/ RANGE 5E/ UJ,M, CITY OF RENTON/ KING COUNTY, UJA5HINGTON 6 E�:15r. �l✓ -"Eli' AE,,5 N. 5.35 - - - - - iE 12" 4O5 5E 13.- - / aIf 1 i&33 E 12" 4CC5 bE '= 21 iE 12' 4D8 NW 1432 IE 1. SG5 E 11'4 �.- 1 3 5Y." �\ C 12th SERE ¢ I dF Mgt• A .• �.. i ( ( 1 z '1(,% ral It I ' . I � Y I 1 I s fDlaII(jIIlQ 1 �I �' ,Mj1IdIi1t", ``'A1 1LtI IS t �F 1 !1 i I P _ I - - i " NEW BUI� DINCz i i I i FF EL = 1850- a I 1 w , w 14 3 11 R111 EL 1 >� I i i 1 I � � I i i (I -IE 12' CNF N 13.32 IE 18" UC 5 I.�?.ol IE h' A*5 W 13,95 ' - - - - - ----' - - - - - - - - - _ _ - - - 58b•I170'ifl 3WT STREET IMPROVEMENT PLAN SCALE: 1 "=30 FEET 0 15 30 60 NOTE5: 1. SEE ARCHITECTURAL DRAWINGS FOR HORIZONTAL CONTROL AND ITEMS NOT SHOWN. 2. SEE SHEET C1.0 FOR GENERAL NOTES. 3. POTHOLING MAY BE REQUIRED TO DETERMINE IF ROADWAY BASE AND SUBGRADE IN THIS AREA COMPLIES WITH CITY OF RENTON ROAD STANDARDS. 4. THE CITY OR RENTON WILL DELINEATE THE LOCATION OF SAWCUT ALONG FRONTAGE. GALL BEFORE YOU DIG I-500-424-5555 KEY NOTES iD INSTALL NEW 25' DRIVEWAY APPROACH PER DETAIL 1/C6.1, 2D 5AWCUT EXISTING PAVEMENT AND EXTEND APHALT TO NEW CURB AND GUTTER. SEE DETAIL 2/C6.1 FOR SECTION. SEE NOTES 3 AND 4. 3D INSTALL NEW CURB AND GUTTER PER DETAIL 5/C6.1. D CONSTRUCT NEW 51DEWALK PER CITY OF RENTON STANDARD DETAILS. MATCH ELEVATIONS AT EXISTING SIDEWALK D INSTALL TYPE I CATCH BASIN, CB #&. RIM EL = 16b0 (SET TO MATCH EXISTING SLOPE) INV EL = 14.85 D INSTALL TYPE 1 CATCH BASIN, CB n. RIM EL : 1650 (SET TO MATCH EXISTING SLOPE) INV EL = 1433 D INSTALL WHEELCHAIR RAMP PER CITY OF RENTON STANDARD DETAIL, r FOR 51TE PLAN REVIEW ONLY NOT FOR CON5TRUCTION .,PiLS 311Z! SEGA Engineers Structural & Civil Consulting Engineers 22928 SE 312th Street SE • Black Diamond, Washington 98010 (360) 886-1017 * FAX 886-1016 RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE KEYMAP WALKER'S SERVICE CENTER SHEET C5,0 St-v C:)a--off8 m -o 0 cn U Q W Y J Q L (B C1� L QJ x r-, 3 C O C L O 7 C CD N C R7 S C O) U) C f0 2 Q] J O 4-3 U O Q U) Cl) U- E CO L 0) O L CL i S P� m Co CC ro Q 3 Cn c 0 co c 0 C C co C QJ c J 0 Q U 4 Cn m 0 0- r W W W —1 � W W cf) W r LLJ Q 41 0- 0) U) ®oo U 0-4 W rn m c 'c c 0 a m m m� mn mco o 2. Q = J O U Z K Z W� ~O < OEn W N 2 (TYP) 2 (TYP) DRIVEWAY ZONING CODE FOR FOR MAX 4 MIN WIDTHS ALTERNATE 1 SIDEWALK AND PLANTER STRIP 2 (TYP) Tyo ALTERNATE 2 - '- 10" COMMERCIAL ZONE 6" RESIDENTIAL ZONE A a /1 0 (o' M{N LLL U 2 (TYP) U 11 — 1 i - 181I CURB AND GUTTER SHOWN EE DETAIL *:#A" HOWEVER, OTHER CURBS MAY BE USED. (SEE STANDARD PLANS) SECTION A - A 5IDEWALK NEXT TO CURB `- 10" COMMERCIAL ZONE (NO PLANTER STRIP) 6" RESIDENTIAL ZONE THICKENED BASE OF CURB 4 GUTTER TO MATCH APPROACH THICKNESS ON COMMERCIAL. APPROACHES. (TYP) NOTES: 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' CIC. THEY SHALL NOT BE LESS THAN 3/16'' IN THICKNE55 AND SHALL BE 2-1/4" DEEP. 2. 1/2" TNRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH, AND IN CURB/GUTTER TO DUMMY JOINTS. 3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED. 4. ALL JOINTS SHALL BE CLEANED AND EDGED. 5. APPROACH SHALL NOT BE POURED INTEGRAL WfTH CURB AND CUTTER, BUT MAY BE POURED INTEGRAL. WITH STANDARD CURB (SEE DETAIL (o. SUBGRADE COMPACTION SHALL BE 135% MODIFIED PROCTOR. -t_ VALLEY CENTERLINE. APPROACH CENTERLINE TO MATCH THE DRIVEWAY THE APPROACH WIDTH WILL BE 10' WIDER THAN THE DRIVEWAY/ ALLEY WIDTH. DEMENT CONCRETE DfRIV WAS' Q a Q e (ay EXIST. PAVEMENT - 4" MIN. CRUSHE SURFACING CL Q w Q m J 0 � n� �) o z SCALE: NONE PROVIDE NEAT, 5TRAIGkT LINE WHERE MATCHING EX15TING PAVEMENT, TACK 8 5EAL EDGE5. 3" MIN. CLASS "B" A.C.P. OR MATCH EXISTING PAVEMENT THICKNESS, WHICHEVEfR IS GREATER (0 "TYP. --;V t o Oho o ° vv00 i (D ° o �O o OQ Co O�' O OQ� ° ° Q p n^ o 0 V ° °o°Oo O O ° ° ° 0 O0 °° 00 oD �� ° °° O 0 _ 1/4 DIAM. ------------------ 4" MIN. 2 TIMES D I AM. OF f= I PE TRENCH RESfiOR,4filON SCALE: NONE VARIES 95 io COMPACTION 11/4 11 CRUSHED IN ROADWAY USE GLASS "A" PIT RUN OUTSIDE ROADWAY 11 JOINT �J 3/16" SCORE LINE DETAIL_ A APPROACH WITH MONOLITHIC CURB SEE NOTE S 10" 3 11 2 ',211 S I I 2'/2 (MIN.) 1 R d 11IR � ----l-------------- —_�- b . OS P — I DEPTH OF TNRU JOINT '@10'-011 O/C EXTRUDED CEMENT CONCRETE CURS SCALE: NONE EXISTING ASPHALT PAVEMENT 1.0'* NEW CURB MIN. 4 GUTTER S.AUJCUT ° --------------- .4 ---- _ e a a a 4 ° Q ARTERIAL STREET MINIMUM 3" CLASS IIBII A.G. 4'' A.T.B. (o" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4'' CLASS "BI' A.C. (01, CRUSHED ROCiG CURE3 4 GUTT PAVEMENT TOP OF CURB AT DAU APPROACH (oil =1/2u SCALE: NONE 2" LEVELING COURSE COMPACTED TO 1009. LANDSCAPING 61,2a ..02 FT. FT. p , I 211 _ eT 1211 CEMENT 7687'/FT. •. f ..,,. CONCRETE SIDEIUALK VARIES NOTE: TOP OF CURB AT DRIVEWAYS. CEMENT CONCRETE CURS 4 GUTTER SCALE: NONE 45° BEVEL 1211 (MIN.) FILL COMPACTED/ TO'35% OR SUITABLE NATIVE SOIL. EDGE 5ECTION NOTES: MUST MATCH EXISTING THICIGNESS IF GREATER. * OR Iff 5E'1'OND EDGE OF DAMAGED PAVEMENT R REPLACEMENT 2 cro ] 2" A5PHALT PAVEMENT, CLASS B (0" MIN (o" GRAVEL BASE COMPACTED TO 100% TRANSITION SECTION 45PN,4LT CONCRETE PAVEMENT SCALE: NONE FOfR SITE FLAN E,/1RU ONLY NOT CONFfRUCT I ON f U of wr,s � " r KEYMAP 211 MIN. 5AWCUT EXIST. ASPHALT 3 Engineers Structural & Civil Consulting Engineers 22928 SE 312th Street SE • Black Diamond, Washington 98010 (360) 886-1017 FAX 886-1016 RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE WALKER'S SERVIC�CENTER SHEET C 6.1 I I api 14ED 0) 3t 0 Cc W Y J a C_ M U) L CD Y 3 c 0 c 0 c c M c CD CD _ a� J 0 Q v O Q Cn CD CID L 0) O L d M N 0 0 g z0 �omw� a o u=i ry W z W (� U W W � U 0 - z ry W Q U W U z � W W CD Q M LLJ F_ 0 z Cn Q a ti zc� in U o SU 0 � w a 0 z 0 U) W �I0 z GENERAL NOTES 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK, ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FORM THE THOSE INDICATED IN THE PLANS, OR 2 PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND/OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. (WSDOT SEC 1-04.7) 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SEC. 1-07.17 APWA SUPPLEMENT) 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER, THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC. 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. 6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT, AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOILS ENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT. 7, ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND IS NOT A PART OF THESE PLANS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THIS REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO RECORNER RECORD AS DESCRIBED IN W.A.C. 332-120. EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4, THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM, 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' X 50' X 8" OF 4- TO 6- INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 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 TRANSPORTATION DIVISION AT 277-6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 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 STARTING 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, DEVELOPMENT SERVICES DIVISION, 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 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. PIPE BEDDING SHALL BE PEA GRAVEL 6" 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 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE STORM WATER DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (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 DEVELOPMENT SERVICES DIVISION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE U.S.G.S. UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY 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 DEVELOPMENT SERVICES DIVISION. 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 DEVELOPMENT SERVICES DIVISION. 9. 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 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% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER P.V.C. PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON. 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"-8740%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% 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 STORM WATER 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. --E CC'�TP,ACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEJICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, 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 TRANSPORTATION DIVISION. ALL SECTIONS OF THE W.S.D.O.T. 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. SEGA Engineers Structural & Civil Consulting Engineers 22928 SE 312th Street SE • Black Diamond, Washington 98010 (360) 886-1017 • FAX 886-1016 "!, L WATER UTILITY - GENERAL NOTES 1. ALL WORK MATERIAL 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, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277-6222 24 HOURS IN ADVANCE, THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. 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. FOR UTILITY LOCATE CALL 48-HOURS LOCATORS, 1-800-424-5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS T0 BE PUSH -ON ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JQINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI, GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380, OR M & H. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V, THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION, A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION, 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE C11Y OF RENTON. 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 14. 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. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS, CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN yf f UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE 2 t� SCHEDULE 80 PVC PIPE. KEYMAP IWALKER'S SERVICE CENTER SHEET C 7. 0 PLANT 56Hf-VULF, hYMt�o� ��oTo.r,IIG�.L /(.oMMoh) tJ�ME GoNwiF.r,!'fl 1 f : 'F'�k- 13 2r, lift►„ (3� !� , 2ti' o� ZiN'(o-r- n i ! - . - "-`" � , �o\�, i p��Jtl►•�h hRK'Gat,tlM"1�?t�)GOLUh1NA � Co �.�i rGn,l.. %� b �-- �� _ _ ' _. �1., � � _ _ � ,��\ n ,���•. i i; ��`' GUt�p'tz��ocl(pi�l�i �Yu><riDll )�t.�t.a.Id K Q auoNt�'Nt%WpvR7 DWARI`/`�+aM� Fi2- r, , Ilk L- �f ot� UEt�T n ,/' f J Q P tZA�A 6�-►►'1A�-DA GtoW�v,NtC%N�i 7Co Z G,� L i s t' n g ', Existing �N L�A ; FUt`plr� hPt�rlpotz /M E I I I Z C�aL. � B LJ I I d I n g r;l �� -� !% PfR^MiPaLis/Ai�t3�zviT� 4to ' t Building \ � 3-�t NT. 2 vr•J GIN �1�- ;i 1 W 1 t h >+ Af��t�TAPtIYI.� �1✓a•U�hi��lrJ�JIKINNIC.K- ��a o FF 18.G��t' Th ?y!" vr.t G6MTE� / _0 --- L� rJh� _ G t'lZ- at,_I.,IIW � 2• AL I- t-5W t't�M'Tt�'G At�AA•, `To tZ�iGVit/� (�" IM�,Iz1 �-I�.l°�i'-,ra�SoiV, I I ��r �1 , - A „�/ , ��_ -f / 3. ALL 050 1L.NgTtNG Mr* a Krzrl /r, V MIt4{MdH �F-K• Ht4�CiO. f I 1 � i y � H. ate Rpr4TEd W1110 T9Jp4,GL4LAF- 6rA&jt4 el. LA4t7hGi\f tt4A I �i "(v o v A0AjzAA'r56t, ratz.- at.lG. eoAr-- I°ou�-j jqeAI lU' 1 r-lr4AL. GOM"I.01-IoH clf� WpfLjL-,, 0.1 �'`f 1 ._--- lo7S 1 I 1 hN IKtLtUhTlowl y(hT�M IS To �r�Tt�.L-LEb, t3ibt � veP JAB 4, t N aw Or W t'tr� a� aNTtN a e0iI. /� I } f 1 - , ° J �- / I kz A• Exit Ming Bulldin I J I I( I <ro 1 I I bulk p N 6i 1 , j1 — I— I I -- f — I�-- I 700 � / 1 2,3ZS SP � (�� 1. o � 1 1 N'fu�osGGb • . 1 42 W E o 0 10 No il 1� SCALE: V = 20'-0- N NOTE: THESE DRA"KINGS ARE PRODUCED EXCLUSIVELY FOR DESIGN "`^' '- -- -- - - , •• •+ w .rr.w w -..�� w w -. w .. -....ten , I '- INC. ONLY AND FOR OBTAINING THE BUILDING PERMIT, ADDITIONAL DETAILING AND ENGINEERING SHALL BE REQUIRED FOR ANY AND ALL OT I HER PURPOSES/USE BY OTHERS. , PERMA DRY, WATERPR❑❑FING EXIST. FIRE HYDRANT _ - C5 J ,= m O: SATURN FENCED CAR LOT EXIST. FIRE 01�_ _- Fr.� - = HYDRANT B , o- R = " � U oo" _ XIS �i EN - .20, Op - CODE REQUIREMENTS: SETBACKS REQUIRED: 15' LANDSCAPE SETBACK ALONG LIND AVENUE 10' LANDSCAPE SETBACK ALONG STREETS NO SETBACK REQUIRED AT SIDE & REAR YARDS. PROVIDED: 15' SETBACK AT SE PROPERTY (LIND AVE.) 10' LANDSCAPE AT N, W, S STREET FRONTAGE. HEIGHT: ALLOWED: 50' MAXIMUM PROPOSED: 22'-4" G� 6, WID - - - PARKING REQUIREMENTS: 0 TR 12th S, 7-a 1 �2 LxiS : ONE SPACE PER 400 SF AUTO SERVICE: o S _Q'��/�B S1R�t �+ I SERVICE = 11,100 SF = 27.75 SPACES 25 - SITE ONE SPACE PER 1,500 SF STORAGE: o NEW , - �__ y + Oi STORAGE = 4,375 SF = 2.9 SPACES ASPHALT !' i. _ A\ - t 3 TO 4.5 SPACES PER 1,000 SF OFFICE: OFFICE = 2,544 SF = 7.6 TO 11.5 SPACES vEMEN�" I ONE SPACE PER 5,000 SF OUTSIDE SALES AREA: pF T Go� _ rQ +� : 1 AREA = 20,700 SF = 4 SPACES _ " Q ...... I �� P I - --- - - I T TA � ----- TO 47 SPA E L KING REQ'D = 43 TO 47 SPACES -� NEW N� ���''� ` ' • J �' _ PARKINGiCUSTOMER) PROVIDED: 45 SPACES LNG• . .- I 1 LEGEND: EXIST. PAVEMENT LINE EXIST. FENCE NEW FENCE NEW LANDSCAPING LOT COVERAGE — PARKING f LANDSCAPING: LOT SIZE: = 92,172 SF TOTAL IMPERVIOUS SURFACE = 79,222 SF BUILDING FOOTPRINT = 17,195 SF PARKING AREA = 62,027 SF IMPERVIOUS LOT COVERAGE IS 86% TOTAL LANDSCAPING AREA = 12,950 SF LANDSCAPING IN PARKING = 3,815 SF LANDSCAPING TO PARKING % = 6% FIRST FLOOR = 17,195 SF SECOND FLOOR = 2,460 SF TOTAL = 19,655 SF / �•��� i + I� I (INCLUDES' T 0 ADA ACCESSIBLE STALLS) A 1 LANDS cApE BPGK �L�s" Existing 1 Existing v, Building 1 Buildin PP., 39 - N „� 511 SW 12 t h� I : coI � F F 18.64 � 1 � NEW 25' oc ASPHALT DRIVE 6 45 NEW ASPHALT �' ' o Ln -0 3 3 /// PARKING �� SLW w i In W i �- I I SIGN - VERIFY ,1 x f� t WITH OWNER N 13 + v D j E P- / r 3 NEW ITREET LOCATION o g'-0 3a la W r�\ I Pv �� N _ ILITE ER CITY 9 -0 �CD `o i STANDARDS POLE LAG j WHEEL TOPS t II +�� 1 w / GATE �/� / / RESIDENCE co o - ,.. o ,i ' � �UJI HCSIGN- I o- EXIST. FENCE z Z 18'-0" �S EIDSi'T�� C O .......... & GATE T w > _-. �2p -� REMAIN 1 I I VJ / Yew I � . i � Q Q Qo' t I o s1 -- w o- Q U w 1 2 I . / I UJ LU X Li ry w Z > J .�- I v I, Existing / co Building / wl o Q 1 G zi 31'-7" rn -1 Go _J I— o X U ✓ Mh' w 3 REL0�1 YYY/ of w PP a'- z z 3'-0' 22'-0" 5' o: TRENCH DRAIN t / DIRT ALLEY J I 3 TO OIL I \ PROPOSED SEPARATOR ER II BUILDING 101. rt I NEW ASPHALT o I q 6 1 �, DRIVE 1 ACTUAL PARKING: RESIDENCE/BUSINESS STC VIDE❑ PR❑DUCTI❑NS NEW iCURB & R HEELS OPS / fEXIST. FIR �- 22 \� _ HYDRANT �_,- O � '' Ln to O DUMPSTER/ I , RECYCLE Iz o, NCLOSURE 27 ',,ACCESS NEW `,,GATE ASPHALT � NEW ASPHALT 1 - 2 �,56' 6' H. CMU WALL PARKING SCREENING _ _.__ ACCESS � N 3 e' _ o ~ I}GATE p I I � GRADE_- - -_ W C _ .LOAD NG AR r. I o o 16 0 1 - EW STREET ITE PER CI TY STANDARDS �_� �► , = 1 �:. r a -.`. i / / i� / 1 LLJ v EW C `GATE . ,I r, -� , : r ' ' 7r 525 ,aa y - / i /� z, _ CJ .y. ..'.`.'.'. .LAN. DS " 1 _ ap / - i EXIST. FIRE HYDRANT i i S P Av EMENT W s P AVEMEN� SKEW ALK VACANT FIELD E s l i i Z w E i i i o Ln A1.101 SITE PLAN SCALE: 1" = 20'-0" IV FOR D NOTE: THESE DRAWINGS ARE PRODUCED EXCLUSIVELY _ I OCoo) /AdCeSS/ t c I r i `O�D '� IvAGATEDi 15Z I� c� //� �T/////////////i//ii/////// ////////i///////////////// a CL /////, ////i///////////////////////OUTDOOR/SALESr//� I U 3 �DUTDP' �SI�LES � Y N �, /„�,,,,/��A//////////,� I� o -� t 3 I NEW ASPHALT //////,AREA/////✓/i////////ice/r//>/////////// Z 1�, t- Z 0 PARKINGi/7"////////////i// /i/iiLLJ DETENTION POND Iv, Ro Iz co o_,////////�/Ti///i////////////////i//i//i///////i////////////i//// i///////✓/////// n1�,, ASPHALT �-r / / I .`. �I.v. - /// ��/,///////////////////%/T///////////////i //////// CF F�OLL D ASPHALT CURB, LAJ DI w�_w Z �i/OIJTDOOR/&A ES' /////////////////i//i/////-////i//////r/////i//A#iC�///////////i// FILTRATION --- - - - - - ? i / / / / i / / / i i / / ; / ; / i ; / / / ,- / i i i / i / / / i i / / / / / r i / / i ✓ / i i / i / / / i / / / / / / i / i i /------------- --- r z 1. cn 1 , /,, i , �-_ --� --'_-- FO SITE PLAN REVIEW - - — - 10' LANDSCAPE SETBACK ROLLED ASPHALT �Uf�6 LANDSCAP ��-- I . ....- �= SEPA -- . .LEI- �� - �� „�f -� - _ — 140 EXIST. FENCE _ .:.�_�� '�----"" 586 O•W 391,33' NOT FOR CONSTRUCTION - -- - - ,C, N I/Et-At- ---1--B=12 =Id� ON, INC. ONLY AND FOR OBTAINING THE BUILDING PERMIT. ADDITIONAL DETAILING AND ENGINEERING SHALL BE REQUIRED FOR ANY AND ALL OTHER PURPOSES/USE BY OTHERS. *1W Hanson, Hansen and Johnson Architects, PLLC 1230 Fryar Avenue P.O. Box 1008 Sumner, Washington 98390 (253) 863-8126 FAX: (253) 863-5854 Project Title ti i a \ WALKER'S NEW SERVICE CENTER & SHOWROOM Sheet Title Site Plan Renton, WA Project No. 01A23 Date May 2002 Drawn TFJ Checked RH File No. A1-1-2-3.Dwg Scale 1" = 20'-0" Print Date 06-21-02 Description Site Plan Review/SEPA Revisions Sheet No. Alm 1 1 4 5 6 7 8 9 10 11 12 / / I ! 179'-1� .3/4" A2.101 MAIN FLOOR PLAN SCALE 1/8"=1'-0" NOTE: THESE DRAWINGS ARE PRODUCED EXCLUSIVELY FOR DESIGN/BUILD USE BY HHJ CONSTRUCTION, INC. ONLY AND FOR OBTAINING THE BUILDING PERMIT 6 Me? IVED FOR SITE PLAN REVIEW SEPA NOT FOR CONSTRUCTION ADDITIONAL DETAILING AND ENGINEERING SHALL BE REQUIRED FOR ANY AND ALL OTHER PURPOSES/USE BY OTHERS. Hansen, Hansen and Johnson Architects, PLLC 1230 Fryar Avenue P.O. Box 1008 Sumner, Washington 98390 (253) 863-8126 FAX: (253) 863-5854 Project Title WALKER'S NEW SERVICE CENTER & SHOWROOM Sheet Title First Floor Plan Renton, WA Project No. 01A23 Date June 2002 Drawn TFJ Checked RH File No. A2-1.Dwg Scale 1/8" = 1'-0" Print Date 06/21/02 Description For Site Plan/SEPA Revisions �C r Sheet No. A2w 1 ------ ----- --- -- �o I N i i i i i i f i o i i i 0 - - -- �- - - A2.101 MAIN FLOOR PLAN SCALE 1/8"=1'-0" FOR SITE PLAN REVIEW SEPA NOT FOR CONSTRUCTION NOTE: THESE DRAWINGS ARE PRODUCED EXCLUSIVELY FOR DESIGN/BUILD USE BY HHJ CONSTRUCTION, INC. ONLY AND FOR OBTAINING THE BUILDING PERMIT. ADDITIONAL DETAILING AND ENGINEERING SHALL BE REQUIRED FOR ANY AND ALL OTHER PURPOSES/USE BY OTHERS. *1W Hanson, Hanson and Johnson Architects, PLLC 1230 Fryar Avenue P.O. Box 1008 Sumner, Washington 98390 (253) 863-8126 FAX: (253) 863-5854 Project Title WALKER'S NEW SERVICE CENTER & SHOWROOM Sheet Title Second Floor Plan Renton, WA Project No. 01A23 Date May 2002 Drawn TFJ Checked RH File No. A2-1.Dwg Scale 1/8" = 1'-0" Print Date 05/29/02 Description For Site Plan/SEPA Revisions Sheet No. A2n 2 0 lot • 1 s *` /MM,o/►.. ..►w«..•.•.w +"`M►`V+i�t•+.....•.,,, a ...—.....�.. •-....•ww•.��wrtw�+•w...IM. ...w .... .M,.w+w.w M++r,+► rr � . All all$,. NIPM 1MMiM boom .mow-�w.wr� :. : �„� _� •�.: �w ..w. . logo M n-stt Ftam � 01 3 . f • i+ Y \►^ •r t+ r , rw i •.:M f.✓•.i iv.✓w%.s� �✓ W + wJ �� ".I.> .C'/.: !" � � �i� � '* • �' v� -�.VA � :� ' .. 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'.+: .:._, , .); .?:� Y r�rls.!s )� ti' f � � ! ��tirt��'♦'. ,v t ♦ a•J C � r :� *.:3�`. .:� � a%i.a + ..% loot14 1 a`'" ••- 'r`'' r.i•� +:c,. • ..tom♦' atArw.rz:7 �M �k AWAMi ..•.• •.•.. .r<..•�n.ri :-S•+'••+.a►.i .1ww...+wnv.•. <.tww.•v_.• "n/MlJ)ti • •...�.•,M ���-. ! >�t' ••, .ryy, � � �� �� Iasi 1111Affallillklm -. �� � � �.� � � _. M : •.. r•.r.-.•n.Y•-.� � •t..+_+lL•F.. ...w. .. .... •.r.•�r. '.Y MM RnA•.<„�i�.r Y Nw.+aw...•1.. •.�•w•�•.•�►W. a , r t •f 1 v► SENECA AVE. SW # V'f rZAz wl - s ro Pa, f VNDa(%." CANON: LAG ` 144 p 0 � ►+ t�.r • 0 ;a. ELEVATION COLORS: NEUTRAL RANGE OF COLORS, USUALLY GRAY, BEIGE OR SIMILAR. GENERALLY NO BRIGHT COLORS EXCEPT FOR MINOR ACCENTS. Hansen, mm Haan and Johnsah Architects, PLLC 1230 Fryar Avenue P.O. Box 1008 Sumner, Washington 98390 (253) 863-8126 FAX: (253) 863-5854 SIB - oa-o�8 3 Ste. Fzooa. ptp�, pjp�t� �oc.�'jjc W S 634 'VIP Ow 4;* 4#4 Alf fix.. M • • S a 10 Cx- 1410010 404. or / I A . t rM► .r. 1.1•A-A :ld11 �A V NI t 405 --sou ELE' Mtt . S 1 o tN c.- 22ft Ita• Iz. Zip ' 10.4 - ----- PAI V IT -frv",a) z I -- I A is K►1 s EAi�1 :.Z:#l�ii�wR•�� s . w &IV .sv as f...ats'► wa •s•G ar ••" �..... n w...�... yr w � +I< � � �.►..",�'•+w.-..."...,,r all ,► I. 4 4..... • .r♦.r ..r I�1. /....Y Y4\•1M41w ♦ � ►V. •.iM, /�./•Il.p •.Y►W..fi. ELEVATION COLORS: NEUTRAL RANGE OF COLORS, USUALLY GRAY, BEIGE OR SIMILAR. GENERALLY NO BRIGHT COLORS EXCEPT FOR MINOR ACCENTS. Hansen Hansen and Johnson Architects, PLLC 1230 Fryar Avenue P.O. Box 1008 Sumner, Washington 98390 (253) 863-8126 FAX: (253) 863-5854 1 I I 1 m 3t 0 CU U CC w J Q i n3 a Y r-+ co 3 0 U) L O C Cu cu C Cu in Cn J 0 Q U O a cn a� ca C_ 0) O C_ a i U N \ 0 i N k IUALKER'S SERVICE CENTER 4 SNOIU ROOM � ig 0 ca �� 0 ,4 PORTION OF THE 5E 1/4 OF THE NUJ 1/4 OF SECTION 19, TOUJN5NIP 23N, RANGE 5E, W.M. CITY OF RENTON, KING COUNt1', IUA5NING1'ON Iy z W Q z n W U 7 W 0 _U F- 0 W 7; (� W W �J V Q W an �LLI 16 Z Z O Zuz O � O Q p < z V) yy w LA Q 0 U as < W Q 0 0• FOUND COPPER PLUG W/PUNCH IN CONC. IN CASE. 2/27/2001 CE ;E 12 ADS N. 1E 2" ^ D�5 1 a ' C6 ' IE I P, c SE 1 ; 2" RI,1 i s 1c --` b _ -CCN 0 i- IE 1= ADS N'F1 14 32 [ F.'1N1 l� fc. IE 12• ADS E i4.34 IE 12 Af):: 14.'96 `nJ ZTH ,,1A�� 22 I I 24 I I 25 ge I I cnGE '� i 2f. � • N 27 CC% �II 28 e_ect1 li III y�� a ° a• °V II aLr�r,7 29 � 1865 00 tb.61 °1 a 0 (�0? _3.3 c9 10 .4 4. Building III I II 196 Ii I 1 _- Im +'^ N i 40.4' � . �_� EASEME V - -' � I I W I I ��, 63 _ I C, ttff )7 y. i W REMOVE POWE POLE I sg 8 3T' „� S _ �o�« ,9 > v AND GUY UARES!'� N12'40'00"W '9 RELOCATE PoR To - 11r��j� ?- ° `'� I I uNDEr�RouND f ` U _ a W 1, J ASEMEN� 1 dl 'b I I cFAIN MH ,,v , (AL EPARAAR 1• . I a . �'` + I , I I f I(E"IST\, IE 8" E. 11.34 W c° I - ' N12'4010011 I ° 28 in a 24.8' DEIU .a 0 CAR rn REMOVE FENCE Z LO 4h AND GATE ,n LIFT ! II in 00 DRAif t h1H ,v! GIL SEP RATC I° w _ r Iy, 16'a1 AN. F1H i"E;<i II:Gi REMOVE CON I T7.98 �m •g, a• > I it I j� li PvC w. tl. n. S� 1 I I I H RIM 1 9 ' I I I ! 19.45 � •� "� STEEL E. 8.0 I I 15.88 1 S IE c.. ;.TEFL +. 3.75 r it�� r� I g9 tt €, a , e• I -!,�- ,� I -' l _i x 36.28 ,r - P. ( •- I 1"✓' Cli�Ll OF +.i„ ..-r. VC C .?TELL 2 �4 • • - " LAGGER SOUTH SIDE. + I I = � I PROFPSED � I 4 I - I Bail DINCs ° II 39 - J.- 3.76 I i 37a L ,,, I , I I 3s f - r,, i 2 ~ I I 0 I a2 �-- - J 76 S C 16.02" I z I 16� .3 1 I I h' 23� 6' r , , ,_ - 16.94 r-�_ /s g�J�� x 40.40 j 16.57 '33 "e 1 pro' i 30,16.08 32L N j - 16.93 oe N� (+ �,�0 1 - _ I � REMOVE I 3.76 i 16.72 ���52 f." tit1J I I PAVEMENT _ 47CR (( ASPHALT /r I I I PAVM -77 T 9 -- 6 164p , I I '0` i 44.11 j -- �- RIi�4 I '.Uij r i 39 IE 8:' S JEEL E _I 10. 7 ( I 17.58 "I X IE _ EEL +. 10.,E (-I3ab 16.73 _-�'I IE { ,, -EEL S. 1ii.90 I I x 18.15 16.85 d) a? - I 18.00 I SHId b!H R.Iiv1' (EXISTING4 17>>0 .60 I ( I ( I �* x 45.02 I IE 8.. ,TEEL E c; 5a - ti 7.10 i 17.20 Cn I IE 8 STEEL N 9 48 1) LADDER •NEST SIDE i p I I 17.33 I I I I �I "o' cq I I RA`i EL >GE9 I _ 30, `r rn I I - =_ r � N e_=2 I I _G' D5 SITE BEIvCHr:�.�.f U13.0 � I v� I I I ( I R.R. 'JP. PII•.E E. SIDE `F P.an I 0 I p .3 _ �1� to 39133` 9 _ $ 2 10 t4 13 x 22.58 x 22.83 22.91 x k 22 �4 �2 84 x�4s z2�3 f--405 x �23j TE 5C 4 DEMOLITION PLAN SCALE. 1 "=30 FEET 0 15 30 60 FOUND COPPER PLUG W/PUNCH IN CONC. IN CASE. 2/27/2001 FILTER FABRIC. USE MIRAFI 100 NS OR EQUAL. REMOVE CATCH BASIN GRATE AND INSTALL FILTER FABRIC ON TOP OF GRATE AS SHOWN. a ••, v U � a °^ C5 PROTECTION SCALE: NONE 2b&06 EXPIREti 3!121 GALL BEFORE YOU DICz I-500-424-5555 CATCH BASIN FOR SITE PLAN REVIEW ONLY NOT FOR CONSTRUCTION SEGA En"ineers Structural & Civil Consulting Engineers AO ` $22928 SE 312th Street SE • Black Diamond, Washington 98010 (360) 886-1017 • FAX 886-1016 RECOMMENDEC) FOR APPROVAL BY DATE B1' DATE Bi DATE B'f DATE Bi DATE NOTES: KEYMAP WALKER'S SERVICE CENTER 1. SEE ARCHITECTURAL DRAWW:6 FOR HORIZONTAL CONTROL AND ITEMS NOT SHOUK 2. SEE DETAIL 3/Cb.f FOR ASPHALT PAVING. DEVELOPMENT PLANNING CITY OF RENTON JUN 2 6 2V RECEIVED SHEET C 2. 0 I Sly oa -o--) �� eT 0 m c.3 CC W Y J Q 3 C- 0 a to a) co 3 c 0 0 0 c m U) c 0 c m cn t- 0 a 0 a E l0 L 0f O L 11 V GV 0 0 0 i1J U ry (W V a 0 U V z Q (y V •. W z ry 0 W 0 0 =zo N z� � Q N A V I LLJ F1 z 0 in w -I o Z r A PORTION OF THE 5E 1/4 OF TNT NW 1/4 OF SECTION 19/ TOWNSHIP 23N/ RANGE 5E/ WM, CT*r OF RENTON/ KING BOUNTY, WASHINGTON EX15TH5 Co /"-IE 12" ACAS N. ' !�5 = <i E"1115TING rg RIM io2-- -IE 12" .:.DS NJ)14.1E IE 12 ADO, SE 14.21 '- - - RIM 11.16 w •� !--!E 12" ADS M) 1432 i ! IE 12" .ADS E 1434 EXISTING FHnn` % It EXISTING M• iZ 0 W g11.1I SEE blCb1 FOR_ i� I� 2-< ORATION C�pCO n , 121•h J (�C_ G w - �— w S� /� Pa cs t26 , 4. Meter 000 07 Vr 1 yfi �'ti 1 i ® � uildin<� i.'.. �;1, BLO ling vj; ` I, I` j 51 Sold 1%th pp F 1864 i t 1 __j I .� •�`� ) . � I � � � s tj/i, ,..71�• 4;1�II1}i - 1 ._ — , 1910 • r 40.4'Ld - � 1 0tiy�,. tam: � I + .-• ' --- I { ( - r Y � t I, 1 1 i I SAN. MH l NEW BUILDING r I F- EL=116.50,- 1 I-- '. SEE MAIL 41C6ID s 1316 4 � C3 +'i iEX15TIwJ I 14 � { � . � . � .. _ , � � •� � 1 E Y_'" aD5 W 1385 1 . 1 . •. ! i _ „- _ _ -� -- - - ---�(,-00V SSW 5' x 5' x 12' I8I M - 54` SEE PET VCbIa EL IS75t - __.-- _ RIP RAP PAD . GRADING 4 [DRAINGAGE PLAN. SCALE: 1 "=30 FEET 0 15 30 60 NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR HORIZONTAL CONTROL AND ITEMS NOT SHOW 2. SEE DETAIL 31C(o] FOR ASPHALT PAYING. 3. SEE SHEET C1.O FOR GENERAL NOTES. FOR 51TE PLAN REVIEW ONLY NOT FOR CONSTRUCTION GALL BEFORE YOU DICE 1-8m0-424-5555 SEGA Engineers Structural & Civil Consulting Engineers 22928 SE 312th Street SE • Black Diamond, Washington 98010 (360) 886-1017 • FAX 886-1016 11 i 31 '! ml , 1 RECOMMENDED FOR APPROVAL BY DATE By— DATE L. BY DATE BY DATE BY DATE KEYMAP IWALKER'S SERVICeCENTER SHEET C3*0 S i4 0 2- - 0-) 19