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HomeMy WebLinkAboutLUA-86-092 - MapsPHASE II 330 Stalls Total 1 / 145 S.F. Less Puget Power 271 Stalls 1 / 178 S.F. PHASE I 256 Stalls Total 455600 S.F. Office 1 / 178 S.F. Bldg FU7UF& r—"f,E I U 1 1 � } N 10 14' 28" E 4 2 5' 1 1 I 347.61' N 10 14' 28" E ' - 1 I . Ra o w Existing Parking Extension (Phase i) o M Q N (79 Stalls) -� Parkin Extension Phase II c'00 M o g ( ) 'I Zcll�T►I_11' f (61 Stalls) "'° ° o _ 1 •c- I I 271036'� 1°�14'! 8' E 0 10 14 28 E .00' ' O 60w W �, �/ N 10 14�' 28" E 249.00' Cl)MT7 ;2° W4 I I i i T :, I I.. ... _._� ( tails--�---�.------- - N N a • P- ti♦ On CITY RIGHT OF WAY 4 F- REZONE AREA ` ; SEE LANDSCAPE AND CIVIL PLANS FOR • / PROPOSED WORK Future Puget Power - �• It Substation 0 • • o P•R>:� ro 3 2 3 -� cAa fzEG��� 1 • N 90100 00 00 ° . �l ,r, • �,, ol� 1 • - 5g1'O � � 1 1 to ♦ o�� ~.. �-O \ LXi�T POLE 1 • (� p - �L.�rJ 7S�iA hlC.j \ \ 1 0 Puget Power Zhl, p Limited Use Perm t `o �t�T,oM I Lo Parking Extension c� Zo-o__ -o� Net Gain 29 Stalls TF� oc Ex►ST PH. P,�►crrrG _ p �GiIT� l�,- _ -= �� 17%CG S•1=,� � ♦ �• \ ✓, \ (�I_�G-lET T 01 � � ,.Ilti�iT G ♦ � 72-o'I 1EX 15T PH IC . pew N r zHl-o" S 010 14'28'' Re�.oco.TE ExisT. 00 ♦� ---_ • ���- - - - Landscaping & oument Sign Per - 4-tffis Area CIT IGHT OF WAY a. \ >0 r OZALID- 88656 GREEN RIVER INTERCHANG. \ / r � y w ,CENTER C[.T[a \ 14, EarhngtonWoods IT ` Si RE 24� 19 ► t ; • \ • EARIINGTON +ti ` AINDUSTRIAL AREA =�• SOUTH RE - S w INTERCH. T A 301 a ITI �\ G.I I 6\ Q S .V 19lH I VICINITY MAP F-4-01 Ul:�;, PEA-- (242 Stalls) Phase II -- 1 I NOTE - 4L,L- PAgKINCq I�JTA-I-LS WITH I ram! PUGET Pov,/etz A .Ceees TO W 1 j H A It a 1 (142. Stalls) Existing Phase I POWELL AVENUE S.W. Site Area: 65,340. S.F. Approximately 1.5 Acres Zoning: MP Seismic Zone: Zone #3 1101 301 501 801 Scale: 19-50'-0" SITE PLAN_ PROJECT NAME: APPLICANT: ARCHITECT: LANDSCAPE ARCHITECT: CIVIL ENGINEER: INDEX: LUA 96'Og2 1 1 1 1 B1ackRiver Corporate Park Puget Power Property Site Improvement Renton, Washington First City Equities 800 Fifth Avenue, Suite 4170 Seattle, Washington 98104 (206) 624-9223 LPN/Royce A. Berg Architects 114 Vine Street Seattle, Washington 98121 (206) 728-5771 The Mitchell Nelson Group 2033 Sixth Avenue, Suite 1111 Seattle, Washington 98121 (206) 441-6644 Bush, Roed & Hitchings 2009 Minor Avenue East Seattle, Washington 98102 (206) 323-4144 A-1 Parking Exhibit Project Information Vicinity Map C-1 Drainage and Sub —Grading Plan L-1 Finish Grading Plan L-2 Irrigation Plan L-3 Landscaping Plan 4 Grady & Powell Feature 5 Grady & Powell Feature 7 Type "A" Sign a-Sb I u NO DESCRIPTION DATE ,-;UF�MIT Tr p,r, S/21/e5eo Lb: ,r _ Parkin, `ii OF REINTO_t\1 ' V�' �' d Exhibit 1' BUILDIP.i% 7 Z014?;h9 fl' DEFT. AUG 2 6 JOB NO 85014 DATE 3/28/86 DRAWN - CHECK YKG SHEET NO OF A* 1 rl 0 r t --0m- »5P0/L 3 v W. wABEE 'i/1ECAcA"r/IONS iLtit , • /_ F/LIr A AOJ.rGEN7 oMOPCRTr V SEC T/ON B - B NTS PEP, GiRAoy WAV IMP201VF_He►JT PLAN, , C. I T `/ O F fm r.1 co J L>tslGnl 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 (APWA) AND CITY OF RE TOM STANDARDS. 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY BEDIMENTATION/COLLECTION FACILITIES TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND CONSTRUCTION AND MUST BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS PASSED. 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. 4. A PRECONSTRUCTION CONFERENCE TO INCLUDE A REPRESEN- TATIVE OF PUGET SOUND POWER AND LIGHT COMPANY 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. S. STORM SEWER PIPE SHALL BE CORRUGATED METAL PIPE WITH GAUGE PER CHART SHOWN BELOW. STEEL OR U I IPE S VE NAT 7. TRENCH WIDTH SHALL BE 40 INCH MINIMUM OR 1-1/2 TIMES THE PIPE DIAMETER PLUS 18 INCHES WHICHEVER IS GREATER. 11ACRPILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN 6 INCH LAYERS COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. S. TYPE II-96- PER APWA NO. 36 WITH APWA NO. 42 FRAME AND COVER. 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OP CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 10. EXISTING DITCH SHALL BE BACKFILLED WITH PIT RUN GRAVEL OR APPROVED STRUCTURAL FILL. 11. EXCAVATED MATERIAL FROM TRENCHING SHALL BE DISPOSED OPFSITE. CONSTRUCTION NOTES 1. EXISTING DITCH TO BE TEMPORARILY REROUTED AROUND 96 INCHES CATCH BASIN UNTIL PIPE AND STRUCTURES CONSTRUCTION IS COMPLETE. 2. DITCH TO BE BACKFILLED IN ACCORDANCE WITH SOILS REPORT E- 3024 BY EARTH CONSULTANTS, INC. SEE DETAILS FOR STRUCTURAL AND NONSTRUCTURAL BACKFILL AREAS. 3. ONSITE RAILROAD GRADE MATERIAL TO BE USED FOR TRENCH BACKFILL AND ONSITE LANDSCAPE BERMS AS APPLICABLE, IT IS NOT TO BE USED AS STRUCTURAL FILL, IN AREAS WHERE LOADING IS ANTICIPATED. AL M NI1M P HALL M ERTIGH. CONNECTING BANDS. ' STEEL PIPE SMALL RECEIVE ASPHALT COATING INSIDE AND 1 OUTSIDE, TREATMENT 1 OR BETTER. .-_ ......... ......... ---------...... - ------.... ----- 2-2/3 INCH BY 1/2 INCH (NOMINAL) CORRUGATIONS ........---- ..--- ..................... ........ --.. It_ E 4 i Its! D MINIMUM GAUGE GALVANIZED STEEL ALUMINUM 16 8• TO 48' 8' TO 27- I W OTE 14 54 • 30' TO 36' iate" V P E I C b 12 60- TO 66- 42• TO 54• 10 72' 60' TO 72' 11.1V ' 01 8 78' TO 96- 78- TO 84' TEMP. DITCH SEC.TI ONJ (PS- ep) TO BE CONST RZL►G.T E D WITH 6. BEDDING FOR STORM DRAIN PIPS SHALL BE CLASS -B- PER � (n GQ-,&DY WAY tMPRO\/EMEVJTS. APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM 4 INCHES v' BELOW PIPS TO SPRINGLINE FOR PIPES 27 INCH AND SMALLER 7 Y FE I c- g D I TC-H W I L.L 13E RE PLACE Q AND FROM 6 INCHES BELOW PIPE TO SPRINGLINE FOR PIPES 30 -OF I(o 150 / 1 I WITH C M P AS SNOW I1 , INCHES AND LARGER). IWV 14 33 W 1 I' j 1 Q 'T c a ToP 12 5 18 5 7?' ?• 0 Z 3E_ INS 1�o I 1 I 3 1 0.00 ZO METRO EASE-MEI.ii I / N / \\ --- ----- — -- -- �•; I10 FU4ET POWEE EOSEMEVi J r3 _j \ O' (•3�/ ' ( �\ + ,nlr ILU w 3 / i I I U G E T P O W E 9-- o -- - %I 0 i :O I � IZ' MAINTENC,E ACC.E55 Q NEW GUY WIRE. I (r ,T` }•� 7Tr.) *�-ti{ •TO�fNIr R•eL.Oe-ArF ex U5CaQ4.UE 14p SO •OGUY WIKE FoL-E Z~CKEMQV \ PAZNTJ I M4 NTErICE� A � \ J 1+,o sTZIvC I / Acct��S _1i 4j C 0 tp- I t2,7' EX ISiI�1 - �� p1T� N Az T� 8E FILLED o 5.16<l_>z npc _ - -_-_•I/ _- - _ 1 / (►�� sv\'�� 2 VS - (o(.' GMP 14 D 0 39 — - '� - - - - —� - 10----'t - _ _ _ -- - - - - _ - _ _._ e- — —_ —._ 49 v o'4 L W I' _ \ Z�SO t D t,14 � G BUS I rJt:S'S PAf�K 0. --- I - - --- -- --'L3CZ--Si - - -- - ---r-- MOWUMEWT S►(,AI W. ►Hentl+o C 1 f _ O 1 T C H occ-rlom e,-" 1 Z W roP t a go r ` siEe� 6 an- - --I _ _... ( W TO 3E GOAtSTR11GTED I►�1V. S.Sb to(i" Eck/ 4 TOWER. JtJy.10.40 4 I(o �/ i i�e�K�RY PHI= IAFIDYi }, J WPF-N P-1 GNA..IAIEL.IS w U ZA;' GLITGN NI►J. ` cA \_ ttOL.F.�cov/. 15'Eo r1E►JT - ( �? y5 �Q/} / T P VAULT QI C..OMPLZTED. 9 w; TYDE 41 Flc_ArnE 4-.OcfRa.TE �- •-I P - - �\ UPPED .,� - yq Jjk*- / _ .--�/ '�, , TOP OF V LILT 1(0 SO-- Q, Q. \ �S[•. R-��cbr.Ls4�DBTA16_.l W '�� (�� INV 10.Ob Q O 1 I►Jv lo•+S g D / t I�1V. 9 (e I Z. E W \ I �f,AP / / i i,(� IA1V. 8,05 (olo E . / f \ Q 1 14 i5T SMooa�c�r�o F V 24 CATCH M MOTE INA Q SPR►►.1613RG70K- G�IIIIL I 1 - _-- �J 16 ; !. I i IZ - - - TO f!!E OIV611ETED INTO m - - - `- 8 P- t LH�wI1JEl SIFT lia ( IZ'GeeVEI r�1aw t.lc E 14 1 (' 1 1 1'18(� PER c-t2ooV . 1 O _ - --� O WAY I IM oR0 V EME{►.1T ~G 11 PLANS I>sTeD / ✓.......sf N to L 1'0 4 Z Z p JV - L�ZT> Z 0 24 t-1''APO��goitOVE�E --K 0 A O W A~ C O N G J �y WAV - 1 1 = H EAST E�pG,E ' W r 1 ,' � � •- of �R'• _ - / I _ ADwq 47- Fcov'E K TYPICAL MANHOLE DESIGN FOR SEWER LARGER THAN RISER THIS DOCUMENT HAS BEEN P4,Lr„r,LU FOR PERMIT APPLICATION AND IS SUB- JECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES DO NOT USE FOR CONSTRUCTION OATF 'i 21 aco APPROVED FOR CONSTRUCTION CITY OF RENTON DEPIT OF PUBLIC WORKS DATE I a L 4 �i MI G RA55 U N ED SWALE J N rn v � o_flE Y `>tJ64.TA.T100 iL MINUS 1p IT AA4&A -IL- c R.USI} Six-9 5 E CT I OW A- A Z.. P5. LLA.S r Q a--tt- IU AL iZd'N'•! O F 4%.T4J cplm6. y,/4 '%R_ sy C_-1bGau.4L0tJ. vt,LILT C-B. TO 8C S ov�/LU r FOE_ PIPES A►SD AC,GESS POiZT ALL FIMISFI c_o(.iTOLAlZ_-S AR-E SUP�CaR4pE . For- FINAL C.0"Tcx_l 5 SEE t_Aw.►�.�ScAPE pESIC�IJ. 1� __ �1. Q.�J OL- LC,.,CGt a�� .c_ G-1♦ t- N�4r'E a [•t i` - -., L.. �j R�. �.a5r flD!-K h► .�L.CAS o. � RGo.0 I¢.C�• SECTION D-D PAIL-%(,,�ib LoT �u 1s c.Rsyc .L • M , u ut PET PR..I I-► OIL_ GRLASN t=r.> Q-x-.K- SECTION C•G c,F SrOaO. _ --,L-t_- "'. j;LG c-+ I A-C P. . Manhole - — Standard CSP Manhole Ladder Design for Trunk Lines 1 66- m Corrugated Steel Sewer CITY P. G KGG ' s-- R�' I� TO("� 1 1�•�I Ir n I=40 Z I,,)b(I �M P Q ISER.yET,A. IL Y I �I 8 5 Z 7 O. 01 6 Z c/) 0 V w ZE > U) UZ `a _m W Wz 0z LL J T i > U � 0 6J d do I (J MINI IJa I ! f � i r IM©OE'I 0 (^ W Z w Q o � L Q '2 Q V ' Q 3 �Z �< Q Z ;P-O Z d[ w V SA--- 0'?g2\-3L AUb ;�;� 1986 r r• SPOIL 5 / �� w A see vArc*-AC.f TOMS FA4 F/L L ills AOJAciA(r OMOPCRr7' EX/91' AROUNO �• V sEC rioni B - B NTJ PER 42gDY WAY IMPfZ•OyEMCIJT PLANT 1 T -1 O F N C C) NU L��s1Cr►.1 W OTE 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 (APWA) AND CITY OF RENTON STANDARDS. 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION/COLLECTION FACILITIES TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND CONSTRUCTION AND MUST BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS PASSED. 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. 4. A PRECONSTRUCTION CONFERENCE TO INCLUDE A REPRESEN- TATIVE OF PUGET SOUND POWER AND LIGHT COMPANY 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. S. STORM SEWER PIPE SHALL BE CORRUGATED METAL PIPE WITH GAUGE PER CHART SHOWN BELOW. STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANDS. STEEL PIPE SHALL RECEIVE ASPHALT COATING INSIDE AND OUTSIDE, TREATMENT 1 OR BETTER. .................. -............................... ----- 2-2/3 INCH BY 1/2 INCH (NOMINAL) CORRUGATIONS ..... MINIMUM GAUGE GALVANIZED STEEL ALUMINUM 16 8' TO 48' 8' TO 27' 14 54' 30' TO 36' 12 60' TO 66' 42' TO 54' 10 72' 60' TO 72' 7. TRENCH WIDTH SHALL BE 40 INCH MINIMUM OR 1-112 TIMES THE PIPE DIAMETER PLUS 18 INCHES WHICHEVER IS GREATER. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN 6 INCH LAYERS COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. S. TYPE II-96' PER APWA No. 36 WITH APWA NO. 42 FRAME AND COVER. 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 10. EXISTING DITCH SHALL BE BACKFILLED WITH PIT RUN GRAVEL OR APPROVED STRUCTURAL FILL. 11. EXCAVATED MATERIAL FROM TRENCHING SHALL BE DISPCSED OFFSITE. LLECs GLsD . O De,., G„w3 bPCJ7- Cs iLADcC 1 CONSTRUCTION NOTES 1. EXISTING DITCH TO BE TEMPORARILY REROUTED AROUND 96 INCHES CATCH BASIN UNTIL PIPE AND STRUCTURES CONSTRUCTION IS COMPLETE. 2. DITCH TO BE BACKFILLEQ. IN ACCORDANCE WITH SOILS REPORT E- 3024 BY EARTH CONSULTANTS, INC. SEE DETAILS FOR STRUCTURAL AND NONSTRUCTURAL BACKFILL AREAS. 3. ONSITE RAILROAD GRADE MATERIAL TO BE USED FOR TRENCH BACKFILL AND ONSITE LANDSCAPE BERMS AS APPLICABLE, IT IS NOT TO BE USED AS STRUCTURAL FILL, IN AREAS WHERE LOADING IS ANTICIPATED. vPE 14 'oP I1o50 v 01 THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUB- JECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES DO NOT USE FOR CONSTRUCTION DATE 3 21 8 G CO �ff'�I�NAI E116���. 1� 17 8 78' TO 96' 78' TO 84' TEMP DITCH SECT) Ot,l (P.5- �) TO 13E CO►VSTiZUC.TCD V+IITH 6. BEDDING FOR STORM DRAIN PIPE SHALL BE CLASS 'B' PER / V / GR-A,DY WAY 1MPRO\/E0E JTS, APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM 1 INCHES �g BELOW PIPE TO SPRINGLINE FOR PIPES 27 INCH AND SMALLER Y PE I I D I TC• H W I LL_ aE RE PLACED AND FROM 6 INCHES BELOW PIPE TO SPRINGLINE FOR PIPES 30 ' OF ilo 50 / V� ITN C M P AS SHOW I.1 . INCHES AND LARGER). IIJV 14 V> W \\ TOP 151a 5 7-7" Z-7' 30 E_ 1 310 OO• _ - ZD METRO E N,E.NACW1 I I it N J \ F'lF 1 -O--t g� 1� I1O Q4Er- UT POWEEASEMEUI f 1 I _j O' Uj Li I F L.1 G E T o VJ E iz p D -- - - -I ( ! ' / I / IZ' MAINTENGE AC.LE551 1 11 I GMT y o_.:t�4 /t % Alr tr.'wt f^ O J I 1TIA "Oc-:Tt I'A PO�oLEIn Uf5L�izL�.UE. I(050 - i ^ LO , 6uY W12E PoL.E •, \_J /Motf4TENCE I �nnov4 Ex - I A d ,yo sTz(ve I /access j 1 I c.ut vE T ) S lI' Z�' 'SO- E _ --1 - -- . �- T C. G! I tq� k 1?,,?' E 1 1 5 i i �1 , �` I D ITr N AGE E A �' 2�E F I �� E D o 5�12 ,u AUc _ - ---_ it --- - / Iw* s [ �------- -- r 4 MP * i T_-._ . -z` ' y 1-"•r� `_- _� --- - -- Ea _ _ _ __ -- - -- - 12 _ - _ - ' O - - - �i - - - E V I >S..r , N C� s _ 1-� I,Uv t0 )7 - Z3o K V ti �ML��-�� t U I Zg - - I D - - v p� - S C LC - - - A G �� i, BU511lESS PA�1L --- -- ----- ku -- 1 16O 00 - K v 1 r l E CL 4 (.� G. Pl. M e ►J 14 o C ` ST - .1- --- �- -- -- - - - - - - ,-- QH�Oyu U MpE ►JET S 16 N 1 DITCH oec•riam a o) I Z W TOP 14 50 � ' /\ / EEL � i- 40' I z1<r K' FEIa I�I�Ti�I 1 W TO 5e GONSTR.UGTE:D - at I►jv. 5 .5 & (p(w, E t �j�/ G TowEILy 10 to A - - -- I(o / J G �210� - �15 EOM1►IT �p 4 $>< 14 VAULT -- - W N E N P-1 C H ♦N Ai E L- 15 %4 V Z4r� � C. ATC +4 E� I n ► . C. e-.vl En is CMr� Li• i - `�, �85� / 1' % 1. / TOP of IteSE� 2L 50 1 � w, TY VE 41 r RJ�ME A�+C UCATf: P � � _ C-or-tPL-aTED. 4 9 M TOP of VeuLT I Io.SO Q \ ?Se . LML��1S4iE GeTsl�l �_- D 3� �. 1 - / IWv 10.00 1.1 IA1v (0 /7 IIJV. 9 !el ► �Q / ) 11JV- B OS (o(o E \ r , ` j l 3 I LLAP _ - Z4' CATCH C NOTE /4 15•CAeSE.1r �( j I 36" V Q: SPeZI r.16Bftop►� G t�EE 1L I I (A I Z I TO epe 0IV6RTE0 INTO TJ`--- sEPT e5 14 I c. P- 1 GHdJ1.If:L s_ • 1 IZ'GPdVEL MAIN raI(E n WAY IMOFZOvEME.�►.1T 8 __ 2-1 - >•J V /i l ~� �'`- I \ =E Z Z e V I ^I A T f; I� - O Z4 1 ��Po�o9-(-"j rvU '^E'''T�. A C O O 2I Wp� 1 O / \/ CGRA� -- I I l AST oUE - / of ev-\- AVWA 4L FLA'PAE r c oYE e' TYPICAL MANHOLE DESIGN FOR SEWER LARGER THAN RISER ti�oT E , E L T c g T o U_ s A Lu r APPROVED FOR CON RUCTION CITY OF RENTON DEP'T OF PUBLIC WORKS DATE I r] G RA55 U N ED swALE N N P V g tT 4 T I O&-I-- - - - - I� F TA_\~ w� - - t M i►J US P I T• a -LA r•., o L EI U S H R ouc 5 E GT I OW A• A - I v A. 0.aw10,J% O F 4-74-J 00 104 V w4 rV R__ sg vo FOP- PIPES /S►JD A<_LESS P09-T ALL FINISH c-(3I�TOL R_n> AR.E SUPo�R4DC. FOIz FINAL cIJ/..LTO(1(ZS SEE I_.e►,I�>Sc,1>,PE pESIG►J P I •. W_".,) o L.- c c ivl4rrc �'ti a,. LA SECTION D-D f T iLJ z c�It- s t?C _ P I T 12L.3" o R- Lws►+ � o _ .Z6 C1" I Le V. SECTION G•G Manhole Y Standard CSP Manhole Ladder Design for Trunk Lines I Corrugated Steel Sewer � CITY Oe ReM.- P. G RGG t_„E L �� 1 40 Z I-) e)C. l h.11 C_MP V_ISER_ PET -AIL BU��O;rC!ZO'li 8 5 2 7 0. 01 ti U Z V r � V Lij Z_> i 55 U� I~ Z T� i w 0 QLij uJ Wz 0Z r � __j i �U Im wo 0 (__ W Z w Z o ~ � QT z (D Q Si 1 d Zp 3 �Z pQ 3 Z = Q O Q Z o ed w vi C-5 w SA--- 0qg2\-3L AUU�� 1986 ___ �... ss uf�nns rr■n! .fm+n f ' i "'L' r' , _ _ I north mom.. �5P0/L 3 O.30 ,l / �N- w A ,��C SP�CA�KAT/ONS FG4P ' � Z F/L L /P16 .IOJACEN7 PROPERT F" 2 ' OIJ E,I /� r eRouNo 2 ks IX2 SEG T/ON B - B NTJ PER 42A0Y WAY IMPR,0VEMeQT PLANS I Tv OF Eti c_>..► W OTE TEMP DITCH SECTIOl�J (P- 1b) TO BE COIVSTW_UC_TEp VxIITH GQ.ADY WAY IMPSZOVEMEh1T6 0I TC_ H W I L-1- BE RE PLACE D WITH C M P AS SHOW f.l . mac." Gr-ly 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 (APWA) AND CITY OF RENTON STANDARDS. 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION/COLLECTION FACILITIES TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND CONSTRUCTION AND MUST BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS PASSED. 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. 4. A PRECONSTRUCT10N CONFERENCE TO INCLUDE A REPRESEN- TATIVE OF PUGET SOUND POWER AND LIGHT COMPANY SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING doNSTRUCTION. (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 BACKPILLING ALL CONSTRUCTION. 5. STORM SEWER PIPE SHALL BE CORRUGATED METAL PIPE WITH GAUGE PER CHART SHOWN BELOW. STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANDS. STEEL PIPE SHALL RECEIVE ASPHALT COATING INSIDE AND OUTSIDE, TREATMENT 1 OR BETTER. ..........m............. m.............................. 2-2/3 INCH BY 1/2 INCH (NOMINAL) CORRUGATIONS MINIMUM GAUGE GALVANIZED STEEL ALUMINUM 16 8" TO 48" 8' TO 27" 14 54" 30' TO 36" 12 60" TO 66' 42" TO 54" 10 72" 60" TO 72" 8 78' TO 96" 78" TO 84" 6. BEDDING FOR STORM DRAIN PIPE SHALL BE CLASS "B' PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM 4 INCHES BELOW PIPE TO SPRINGLINE FOR PIPES 27 INCH AND SMALLER AND FROM 6 INCHES BELOW PIPE TO SPRINGLIKE FOR PIPES 30 INCHES AND LARGER). I IZ' MAINTENC.E ACLESS I 7. TRENCH WIDTH SHALL BE 40 INCH MINIMUM OR 1-1/2 TIMES THE PIPE DIAMETER PLUS 18 INCHES WHICHEVER IS GREATER. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN 6 INCH LAYERS COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. 8. TYPE II-96' PER APWA NO. 36 WITH APWA NO. 42 FRAME. AND COVER. 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 10. EXISTING DITCH SHALL BE BACKFILLED WITH PIT RUN GRAVEL OR APPROVED STRUCTURAL FILL. 11. EXCAVATED MATERIAL FROM TRENCHING SHALL BE DIS➢OSED OFFSITE. 6..E CK 6 Al p G. •--I G. d-1 TOcJ iZ S y0� Dew G.bj SPG7>" caR.sDC CONSTRUCTION NOTES 1. EXISTING DITCH TO BE TEMPORARILY REROUTED AROUND 96 INCHES CATCH BASIN UNTIL PIPE AND STRUCTURES CONSTRUCTION IS COMPLETE. 2. DITCH TO BE BACKFILLED IN ACCORDANCE WITH SOILS REPORT E- 3024 BY EARTH CONSULTANTS, INC. SEE DETAILS FOR STRUCTURAL AND NONSTRUCTURAL BACKFILL AREAS. 3. ONSITE RAILROAD GRADE MATERIAL TO BF. USED FOR TRENCH BACKFILL AND ONSITE LANDSCAPE BERMS AS APPLICABLE, IT IS NOT TO BE USED AS STRUCTURAL FILL, IN AREAS WHERE LOADING IS ANTICIPATED. ' oP I,o 5U 1uv 19132 _TYPE j c.g o P i b °SO IQV 14 33 � 5 �2' Z-7 30 E /' I - - 3 I o oo• - - - ZD METRO EASEMENT C. -- -- �^ T e, r;H TO �E �p2V%03 Ea1S4 ' F OA o N t) W � ~ C G R E T E wAY E F DR\pUE - N OT E VAULT C_.8. TO bG Sev✓Gu > FOQ- PIPES /SJ1D A<,C ESS PORT ALL PINISH c_o►.ITOLrfL'S AR-E SU Pb4 Fz-A v . Fo v— P I "A L c_0"TCXI (u SEE L_E51GrJ / J N H V g4.TAT.0►t V — i L" M�r..IUS P I T R-A" o sL- L 1J S H %-C)U(i I i G RASb u N ED SwALE ye.r o 5 E CT I OW A• A 2 f5•1,�.�.s r -- _ — i U A Qgp,� O F LT1.rJ O 11.1Cr �v4-rGRr �S �6�1•.�fl.O>J. i ,-/1Sf iZDL.V ►..1 6atAS rcZ A•S e c• sT,aw.1o.J(_ w4 SECTION D•D F'nILK�tiC. `.T s,JZ c.Rot7C _ CRa1SN�> 1 �•o a w6t T •P w�1rG`fL.- I-S ', p vF IF. T,o __3 0f �Yi V SECTION C• C THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUB- JECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES DO NOT USE FOR CONSTRUCTION DATE 3-- I I- _S(- ANC � 0 P i Q m Z w �2 0,�06 J L10 co time T_ i Uo Q 206 3 06 cr W 0 LIJ LU W�� 3 0Z r w /c i Q LL J TOo Iri 16 _ _j f I _j I l_u / 3 0 i 1 a I i i 1 ` \ I�EW 61uv WIZE ►oLF. ` �110G.4T,Or.4 1 RELOCATE EX 9 GuY W12E roLE 00 � � o 1,44 e IL i / E Y I 1 N Ca I BLx 1 Nes's PeI�� — MOuuLM�yE1JJ1pLSICI,r�J,t�-fie � I , � � 14 VAULT---- j T TOP OF IZISE9_ 20 SO TOP OF VAULT I (0.50 ' �l I►JV. 8 05 Z4' CATCH MINS`_ I 0 II I N— A?wa, 42 FRhvtE • o`/E r TYPICAL MANHOLE DESIGN FOR SEWER LARGER THAN RISER Manhole Ladder Standard CSP Manhole Design for Trunk Lines Z 0 ..ff `` W Z w � Q o � w z lL Q d Zp 3 �Z 3 Z T � O p� Uj Corrugated Steel Sewer 4A".•... � P. G. RGG CITY pF- REM- r ,. 40. 2 I 8 (. C_ M P �ISEe VET_A IL_ � � 8 5 Z 7 0. 0 1 �••E E ' I 1 ,SA--- 0"?49-3L AUb 42 1986 fl oft t _ 010. 3 0.90' � E.f/JT dROUNo W• wABEE fAvcJwACAT/IOA/J � ri F/LL// s AOJAcivr v~eRr V SEC T/ON B - B NTJ PER 60ZAIaY WAY IMPF_p r_meJT PLANS I W OTE TEMP. DITCH 5EC.T10Q (F.S- b) TO BE C0NSTR_LiC.TE0 ,.A/ITH GR.AOY WAY IMPRO\/EME►JTS DITCH W I L_L_ 13E fZEPLAC.E Q WITH G M P AS SHOW K1 . 7 P- 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION• 1 PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 (APWA) AND CITY OF RENTON STANDARDS. 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION/COLLECTION FACILITIES TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND CONSTRUCTION AND MUST BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS PASSED. 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. 4. A PRECONSTRUCTION CONFERENCE TO INCLUDE A REPRESEN- TATIVE OF PUGET SOUND POWER AND LIGHT COMPANY SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING OONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTI►Y THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. S. STORM SEWER PIPE SHALL BE CORRUGATED METAL PIPE WITH GAUGE PER CHART SHOWN BELOW. STEEL OR ALUMINUM PIPE SHALL RAVE WATERTIGHT CONNECTING BANDS. STEEL PIPE SMALL RECEIVE ASPHALT COATING INSIDE AND OUTSIDE, TREATMENT 1 OR BETTER. 2-2/3 INCH BY 1/2 INCH (NOMINAL) CORRUGATIONS r............ N... .. ............................ MINIMUM GAUGE GALVANIZED STEEL ALUMINUM 16 8' TO 48' 8' TO 27' 14 54' 30' TO 36' 12 60' TO 66' 42' TO 54' 10 72' 60' TO 72' E 78' TO 96' 78' TO 84' 6. BEDDING FOR STORM DRAIN PIPE SHALL BE CLASS 'B' PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM 4 INCHES BELOW PIPE TO SPRINGLINE FOR PIPES 27 INCH AND SMALLER AND FROM 6 INCHES BELOW PIPE TO SPRINGLINE FOR PIPES 30 INCHES AND LARGER). !I I I / I / I I I/ / ta' G RA55 U N LD SWALE 7. TRENCH WIDTH SHALL BE 40 INCH MINIMUM OR 1-112 TIMES THE PIPE DIAMETER PLUS 18 INCHES WHICHEVER IS GREATER. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN 6 INCH LAYERS COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. S. TYPE II-96' PER APWA NO. 36 WITH APWA NO. 42 FRAME AND COVER. 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 10. EXISTING DITCH SHALL BE BACKFILLED WITH PIT RUN GRAVEL OR APPROVED STRUCTURAL FILL. 11. EXCAVATED MATERIAL FROM TRENCHING SHALL BE DISPOSED OFFSITE. �t4 - ' EAST t; ►� D •-oF P�Q-�OG�E J N N Y SL3SS4.TA.T100 Zu3 G r t .. W11►.3 US f IT R./.1►J o'L C� IC,uSIi• R�C.IG� 5E G?1 OW A•A Z' sS A. L US r Rom- `c- - I V C. G$Orw O P e-TA..J OPI &4e. W D-Y'G e_ oS Mtt PC,_UA , IL 0 CONSTRUCTION NOTES 1. EXISTING DITCH TO BE TEMPORARILY REROUTEC AROUND 96 INCHES CATCH BASIN UNTIL PIPE AND STRUCTURES CONSTRUCTION IS COMPLETE. 2. DITCH TO BE BACKFILLED IN ACCORDANCE WITH SOILS REPORT E- 3024 BY EARTH CONSULTANTS, INC. SEE DETAILS FOR STRUCTURAL AND NONSTRUCTURAL BACKFILL AREAS. 3. ONSITE RAILROAD GRADE MATERIAL TO BE USED FOR TRENCH BACKFILL AND ONSITE LANDSCAPE BERMS AS APPLICABLE, IT IS NOT TO BE USED AS STRUCTURAL FILL, IN AREAS WHERE LOADING IS ANTICIPATED. L.B4 G&AD I L cdm . rc-- )its 0�0 v)&5+4+r•.1 -6OCJr' caiiAflC w `� tT,a GlzL+Oy LH To V5 W D Y C O N C R E T E �f� GRA,py NOT E VoULT c-a. To 8E Sov,/Lur Foe. PIPES PORT ALL F-IW15H Cro1.lTOI-U2f:) ARE SUt�GRA!7E. Fotz FIt.1AL, c_0f.1TOc1" SEE �e►u1'.7ScsPE pESIU►J. M ' yl Q,,J OL G C �Gt p�lsf K L1. 1_ ----_N14 rrc i ;C�r L.. �,a�`asr 2nt k r.► Maras 1�� �� ircwarnJ� v44rclL AS ,OF, 1650 I ►..Iv 17 t31 TYPE I c e -op I (o 150 IA)V 14 33 -�- VJ AV P,R-r.i 1C. LoT tJF►C.RovC .L • }..� � ,J Ut V , T liJ 1.1 OIL LRi.ISN E � _ ,zG q1-a I LC V�Iir THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUB- JECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES DO NOT USE FOR CONSTRUCTION DATE _'Z 1 8(- Ex c D. TOP 15 Is IAIv IZ ('0 U z n 00 w_ Z� T i Uz ICJ 06 0 LL Wz 0z r _ =U U) , D N co MEVr i 11J � 3 O !/ I,�EW I:auV W14E Po�.E 1�LOC-�TION �' 1 �ELOc4TE EX 6uY WIFE SOLE' (0 00 E Y I S T I AJ Ca - - - - - - - E ■ � r � " 4, bLrs 1 h1E4S Pe�,� I _ -� �-r-- MO►JUMENT 5161.1 ,I •„ W ax 14 VAULT ` TOP OF K1SEfC - 20.50 f TOP of V,&ULT (!o. SO i I lJV. 9 161 Z 4A.. VJ I AJ V . 8.0 5 (o (o E . 24" CATCH M I Nam- i a Z LU Z Z w o Q � Z L1J z Q _ AVWA 42 FRL►1E • -f a TYPICAL MANHOLE DESIGN FOR SEWER LARGER �+- THAN RISER Q�{ 4------i-- .G p P Manhole ManholeKtDesign Ladderes O Q Z oil W - J V W Corrugated $tetl Sawa- - ••f . • r . �• C ITY pp P. G KGG, I I = 40 Z I-) 8l. � 1 � �1 2 5 i6'-)6 l� C,M P fZ ISEfZ. DETA IL 8 5 Z 7 0. 0 1 .-� T 1 E.7 C3I `""Or' / ZONING VLi SLL~�,y i1 ;:. SA--- Oqa-SL AUb �2 1986 � 5POIL 5 SEE !/IECAw"r/IOMJ /VR �s xall 4'w AamciAer PRIOPCRr1 SEC 770/V B - B ,E,�i�r eE+ouNo I /;/7j� No NTJ PER 6iRA0V WQV IMPF_OV 1= WteIj7 PLANS c, ( T Y OF E '� T C) kA NOTE TEMP. DITC.N SECTION! (e,- b) TO 5E C0NcDTiZLC.TED WJITH GR.ApY WAY IMPROVEMENTS. DITCH WILL BE REPLACED WITH G M P AS SNOW t�l . 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 fAPWA) AND CITY 0! RE TON STANDARDS. 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION/COLLECTION FACILITIES TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND CONSTRUCTION AND MUST BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS PASSED. 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. 4. A PRECONSTRUCTION CONFERENCE TO INCLUDE A REPRESEN- TATIVE 0! PUGET SOUND POWER AND LIGHT COMPANY SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL Ba THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING 4ONSTRUCTION. (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 BACKCILLING ALL CONSTRUCTION. S. STORM SEWER PIPE SHALL BE CORRUGATED METAL PIPE WITH GAUGE PER CHART SHOWN BELOW. STEEL OR ALUMINUM PIPE SHALL RAVE WATERTIGHT CONNECTING BANDS. STEEL PIPE SHALL RECEIVE ASPHALT COATING INSIDE AND OUTSIDE, TREATMENT 1 OR BETTER. /...................... Y.............................. 2-2/3 INCH BY 1/2 INCH (NOMINAL) CORRUGATIONS .................... ........... ...... ..... ._..._.. MINIMUM GAUGE GALVANIZED STEEL ALUMINUM 16 8" TO 411" 8' TO 27" 14 54" 30" TO 36" 12 60" TO 66, 42' TO 54' 10 72' 60" TO 72' 8 78" TO 96' 78" TO 84' 6. BEDDING FOR STORM DRAIN PIPE SHALL BE CLASS "B' PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM 4 INCHES BELOW PIPE TO SPRINGLIKE FOR PIPES 27 INCH AND SMALLER AND FROM 6 INCHES BELOW PIPE TO SPRINGLINE FOR PIPES 30 INCHES AND LARGER). 7. TRENCH WIDTH SHALL RE 40 INCH MINIMUM OR 1-1/2 TIMES THE PIPE DIAMETER PLUS 18 INCHES WHICHEVER IS GREATER. 11ACKPILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN 6 INCH LAYERS COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. 8. TYPE II-96' PER APNA NO. 36 WITH APWA NO. 42 FRAME AND COVER. 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 10. EXISTING DITCH SHALL BE BACKPILLED WITH PIT RUN GRAVEL OR APPROVED STRUCTURAL FILL. 11. EXCAVATED MATERIAL FROM TRENCHING SHALL BE DISPOSED OFFSITE. 14 J � CONSTRUCTION NOTES 1. EXISTING DITCH TO BE TEMPORARILY REROUTED AROUND 96 INCHES CATCH BASIN UNTIL PIPE AND STRUCTURES CONSTRUCTION IS COMPLETE. 2. DITCH TO BE BACKFILLED, IN ACCORDANCE WITH SOILS REPORT E- 3024 BY EARTH CONSULTANTS, INC. SEE DETAILS FOR STRUCTURAL AND NONSTRUCTURAL BACKFILL AREAS. 3. ONSITE RAILROAD GRADE MATERIAL TO BE USED FOR TRENCH BACKFILL AND ONSITE LANDSCAPE BERMS AS APPLICABLE, IT IS NOT TO BE USED AS STRUCTURAL FILL, IN AREAS WHERE LOADING IS ANTICIPATED. L. E C4 i of p 1 L" iJP.•'!S� to rJ C, �+.� TOv.) IZf `�� DfjS1 G+w.1 SPOT' c.RdflC _ 5 _7-7' Z-7' 30" E_ _ 3 1 0 00' ZO METRO EA,SE.ME►.11 i THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUB- JECT TO REVIEW AND MODIFICATIONS ANC BY GOVERNMENTAL AGENCIES DO NOT USE FOR CONSTRUCTION = Q to Z_ DATE: 21 S °o w °� 2 co tisne PLo G . GO �O r n • U AQO aFG�STEAEv �� _z MAlCL W G w_ Z> T� i U� > _ v P E 1 15 i. o� 'oP Ib50 klv eZ 3 ca � W /(0 Q W W TYPE 1 --g — TO P 1 (o 50 W 0z IIJV 14 33 � I � �. cr W T Q _j "T c > `. w "TOP 12 5 4 T v 1�o i U - o I / to 1 I10 PU4ET POWEE EASEHEVI % J O W J O i NEW Guy WIQE POL'c m 16 a o'VLOC-^T-1ON I<EL.00-ATE EX 6uY WIFE POLE \ 9 IIz-,PAVELI:.D 1 J PA1h1T_.J / rAAi NTEIICE d - � • .�O ST fi1pE I / 4CCtSS _1l 4J 14 I — - L, - _- E_ Y 1ST I P4 (n — — ----- Ea1T..A Sf � I►.lE MOWLINIEMT 1714N J- 1�pc�cKE RY ?a t�>� I(P 1 O L- 6* 14' VAULT T 4 �' ti , TOP OF IZ1SEr_ ZD SO TOP of VeULT 1 !o. rjO I l i ' cq IIJV. 9 l,1 Z- 4A.. W. I I )J V. 8. O S (o (o E, Z4" CATCH MIN. I p, cl Tm N / 0 - TO Z ��Po�pRpvE�E'�T�. o A D W pal --R —C o NGR�-r E / � J / � N / n J / � SUgtTATIO1I �ivr3GLA M1rJU45, F IT N.A414 oR. LR.uSH SJX-AC— G RA.55 LINED SWALE 5 E GT I OW A• A v4rGR� sy C-1 Ofl. vj J r.1 O T E VLLILI- C 5. TO ac Sev✓LuT FOE- PIPES Ak-. D ALLESS P09-T ALL FINISH Co►.IT0UR__1-� ARZ SUPy4RepE. FdiG FINAL C_0"TOL1R_S SEE L.e►,1r.�ScAPE pES161J. Or- G �•-0G� ajar �c v i� i �'I nr Lra••�c��sV W4Tci.. A.S RG o.°. 19-e o 5E CT I ON D•D W XY Lot 46utic-0- .L • }� , U US P t T- PlJ AA O R-- (Ri►SN 4;c> Q-c--V r►p - ti A e l.V6s T Roc c- r 6 o i.a.3 A7wA 42 > e�►.^E r ode a TYPICAL MANHOLE DESIGN FOR SEWER LARGER THAN RISER Standard CSP Manhole Design for Trunk Lines t:orrugalso bim zww F G KGG 'CITY o 1 r� C', c C ' L' it L.J F I � 1= 40 Z 1-) -5 5 1986 �I C,M P 2 ISE11Z DET,e. tL 8 5 Z 7 0. 01 T BUILDIINO / ZONII>i(G OFPT 0 I^ W Z wLLJ o L Z Li. Q Q ZD 3 �Z pQ 3 Z Z Q 4 '0 L t� UJI c W SA--- 0'?v\-36 AU u� 1986 11 1 ■ • � 5POIL 5 SEE !/IECAw"r/IOMJ /VR �s xall 4'w AamciAer PRIOPCRr1 SEC 770/V B - B ,E,�i�r eE+ouNo I /;/7j� No NTJ PER 6iRA0V WQV IMPF_OV 1= WteIj7 PLANS c, ( T Y OF E '� T C) kA NOTE TEMP. DITC.N SECTION! (e,- b) TO 5E C0NcDTiZLC.TED WJITH GR.ApY WAY IMPROVEMENTS. DITCH WILL BE REPLACED WITH G M P AS SNOW t�l . 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 fAPWA) AND CITY 0! RE TON STANDARDS. 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION/COLLECTION FACILITIES TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND CONSTRUCTION AND MUST BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS PASSED. 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. 4. A PRECONSTRUCTION CONFERENCE TO INCLUDE A REPRESEN- TATIVE 0! PUGET SOUND POWER AND LIGHT COMPANY SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL Ba THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING 4ONSTRUCTION. (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 BACKCILLING ALL CONSTRUCTION. S. STORM SEWER PIPE SHALL BE CORRUGATED METAL PIPE WITH GAUGE PER CHART SHOWN BELOW. STEEL OR ALUMINUM PIPE SHALL RAVE WATERTIGHT CONNECTING BANDS. STEEL PIPE SHALL RECEIVE ASPHALT COATING INSIDE AND OUTSIDE, TREATMENT 1 OR BETTER. /...................... Y.............................. 2-2/3 INCH BY 1/2 INCH (NOMINAL) CORRUGATIONS .................... ........... ...... ..... ._..._.. MINIMUM GAUGE GALVANIZED STEEL ALUMINUM 16 8" TO 411" 8' TO 27" 14 54" 30" TO 36" 12 60" TO 66, 42' TO 54' 10 72' 60" TO 72' 8 78" TO 96' 78" TO 84' 6. BEDDING FOR STORM DRAIN PIPE SHALL BE CLASS "B' PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM 4 INCHES BELOW PIPE TO SPRINGLIKE FOR PIPES 27 INCH AND SMALLER AND FROM 6 INCHES BELOW PIPE TO SPRINGLINE FOR PIPES 30 INCHES AND LARGER). 7. TRENCH WIDTH SHALL RE 40 INCH MINIMUM OR 1-1/2 TIMES THE PIPE DIAMETER PLUS 18 INCHES WHICHEVER IS GREATER. 11ACKPILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN 6 INCH LAYERS COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. 8. TYPE II-96' PER APNA NO. 36 WITH APWA NO. 42 FRAME AND COVER. 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 10. EXISTING DITCH SHALL BE BACKPILLED WITH PIT RUN GRAVEL OR APPROVED STRUCTURAL FILL. 11. EXCAVATED MATERIAL FROM TRENCHING SHALL BE DISPOSED OFFSITE. 14 J � CONSTRUCTION NOTES 1. EXISTING DITCH TO BE TEMPORARILY REROUTED AROUND 96 INCHES CATCH BASIN UNTIL PIPE AND STRUCTURES CONSTRUCTION IS COMPLETE. 2. DITCH TO BE BACKFILLED, IN ACCORDANCE WITH SOILS REPORT E- 3024 BY EARTH CONSULTANTS, INC. SEE DETAILS FOR STRUCTURAL AND NONSTRUCTURAL BACKFILL AREAS. 3. ONSITE RAILROAD GRADE MATERIAL TO BE USED FOR TRENCH BACKFILL AND ONSITE LANDSCAPE BERMS AS APPLICABLE, IT IS NOT TO BE USED AS STRUCTURAL FILL, IN AREAS WHERE LOADING IS ANTICIPATED. L. E C4 i of p 1 L" iJP.•'!S� to rJ C, �+.� TOv.) IZf `�� DfjS1 G+w.1 SPOT' c.RdflC _ 5 _7-7' Z-7' 30" E_ _ 3 1 0 00' ZO METRO EA,SE.ME►.11 i THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUB- JECT TO REVIEW AND MODIFICATIONS ANC BY GOVERNMENTAL AGENCIES DO NOT USE FOR CONSTRUCTION = Q to Z_ DATE: 21 S °o w °� 2 co tisne PLo G . GO �O r n • U AQO aFG�STEAEv �� _z MAlCL W G w_ Z> T� i U� > _ v P E 1 15 i. o� 'oP Ib50 klv eZ 3 ca � W /(0 Q W W TYPE 1 --g — TO P 1 (o 50 W 0z IIJV 14 33 � I � �. cr W T Q _j "T c > `. w "TOP 12 5 4 T v 1�o i U - o I / to 1 I10 PU4ET POWEE EASEHEVI % J O W J O i NEW Guy WIQE POL'c m 16 a o'VLOC-^T-1ON I<EL.00-ATE EX 6uY WIFE POLE \ 9 IIz-,PAVELI:.D 1 J PA1h1T_.J / rAAi NTEIICE d - � • .�O ST fi1pE I / 4CCtSS _1l 4J 14 I — - L, - _- E_ Y 1ST I P4 (n — — ----- Ea1T..A Sf � I►.lE MOWLINIEMT 1714N J- 1�pc�cKE RY ?a t�>� I(P 1 O L- 6* 14' VAULT T 4 �' ti , TOP OF IZ1SEr_ ZD SO TOP of VeULT 1 !o. rjO I l i ' cq IIJV. 9 l,1 Z- 4A.. W. I I )J V. 8. O S (o (o E, Z4" CATCH MIN. I p, cl Tm N / 0 - TO Z ��Po�pRpvE�E'�T�. o A D W pal --R —C o NGR�-r E / � J / � N / n J / � SUgtTATIO1I �ivr3GLA M1rJU45, F IT N.A414 oR. LR.uSH SJX-AC— G RA.55 LINED SWALE 5 E GT I OW A• A v4rGR� sy C-1 Ofl. vj J r.1 O T E VLLILI- C 5. TO ac Sev✓LuT FOE- PIPES Ak-. D ALLESS P09-T ALL FINISH Co►.IT0UR__1-� ARZ SUPy4RepE. FdiG FINAL C_0"TOL1R_S SEE L.e►,1r.�ScAPE pES161J. Or- G �•-0G� ajar �c v i� i �'I nr Lra••�c��sV W4Tci.. A.S RG o.°. 19-e o 5E CT I ON D•D W XY Lot 46utic-0- .L • }� , U US P t T- PlJ AA O R-- (Ri►SN 4;c> Q-c--V r►p - ti A e l.V6s T Roc c- r 6 o i.a.3 A7wA 42 > e�►.^E r ode a TYPICAL MANHOLE DESIGN FOR SEWER LARGER THAN RISER Standard CSP Manhole Design for Trunk Lines t:orrugalso bim zww F G KGG 'CITY o 1 r� C', c C ' L' it L.J F I � 1= 40 Z 1-) -5 5 1986 �I C,M P 2 ISE11Z DET,e. tL 8 5 Z 7 0. 01 T BUILDIINO / ZONII>i(G OFPT 0 I^ W Z wLLJ o L Z Li. Q Q ZD 3 �Z pQ 3 Z Z Q 4 '0 L t� UJI c W SA--- 0'?v\-36 AU u� 1986 11 1 ■ • 0 nortk, a» --sPo/L S / ` wASEE 'i/rcwA .IT/owf FOR t i/LL/Ifi .IOJi1�EN7O�f10PC�t7f I Ex/-qr emomwo I '�ji /y2 V SEC T/O/V B - B N r5 PER CiRADY WAV tMP20 F-MeQT PLANS I N OTE TEMP. D ITC.14 5ECTI Of-1 TO BE CONST21-kGTED WITH G2.&DY WAY IMPROVEMEMTS. Dt-rc-H wILLL_ vbE REPLACED WITH C M P AS SHOW IJ . 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER A14ERICAN PUBLIC WORKS ASSOCIATION, 1981 (APWA) AND CITY OF RENTON STANDARDS. 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION/COLLECTION FACILITIES TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND CONSTRUCTION AND MUST BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS PASSED. 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. 4. A PRECONSTRUCTION CONFERENCE TO INCLUDE A REPRESEN- TATIVE OF PUGET SOUND POWER AND LIGHT COMPANY 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. S. STORM SEWER PIPE SHALL BE CORRUGATED METAL PIPE WITH GAUGE PER CHART SHOWN BELOW. STEEL OR ALUMINUM PIPE SHALL RAVE WATERTIGHT CONNECTING BANDS. STEEL PIPE SHALL RECEIVE ASPHALT COATING INSIDE AND OUTSIDE, TREATMENT 1 OR BETTER. 2-2/3 INCH BY 1/2 INCH (NOMINAL) CORRUGATIONS ------------------------------------------------------- MINIMUM GAUGE GALVANIZED STEEL ALUMINUM 16 8• TO 48' 8' TO 27• 14 S4' 30• TO 36' 12 60' TO 66' 42' TO 54• 10 72• 60• TO 72' E 78• TO 96• 78' TO 84• 6. BEDDING FOR STORM DRAIN PIPE SHALL BE CLASS 'B' PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM 4 INCHES BELOW PIPE TO SPRINGLINE FOR PIPES 27 INCH AND SMALLER AND FROM 6 INCHES BELOW PIPE TO SPRINGLINE FOR PIPES 30 INCHES AND LARGER). I C> hMti G R.A55 U N ED SWALE 7. TRENCH WIDTH SHALL BE 40 INCH MINIMUM OR 1-1/2 TIMES THE PIPE DIAMETER PLUS 18 INCHES WHICHEVER I9 GREATER. BACKPILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN 6 INCH LAYERS COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY. S. TYPE II-96' PER APWA NO. 36 WITH APWA NO. 42 FRAME AND COVER. 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 10. EXISTING DITCH SHALL BE BACEFILLED WITH PIT RUN GRAVEL OR APPROVED STRUCTURAL FILL. 11. EXCAVATED MATERIAL FROM TRENCHING SHALL BE DISPOSED OFFSITE. L S.C4ifflp ILa CJ> ' 4►J LK►TOLJwj yO D(3s1 G...s sour va.e.tx CONSTRUCTION NOTES 1. EXISTING DITCH TO BE TEMPORARILY REROUTED AROUND 96 INCHES CATCH BASIN UNTIL PIPE AND STRUCTURES CONSTRUCTION IS COMPLETE. 2. DITCH TO BE BACKFILLEC)IN ACCORDANCE WITH SOILS REPORT E- 3024 BY EARTH CONSULTANTS, INC. SEE DETAILS FOR STRUCTURAL AND NONSTRUCTURAL BACKFILL AREAS. 3. ONSITE RAILROAD GRADE MATERIAL TO BE USED FOR TRENCH BACKFILL AND ONSITE LANDSCAPE BERMS AS APPLICABLE, IT IS NOT TO BE USED AS STRUCTURAL FILL, IN AREAS WHERE LOADING IS ANTICIPATED. 7-1 H 10 TO \ Z O Z4 \ �,�PO�Fg-",Jcr^rcc — -ROAD W 0 y ` Wok N GRIT E - vJAV _,4 vJ • of � -. _ - J— v r✓ J N n V 0 E StJ6tT&T100 Su 13 G R A -- L MI►.1US PIT R:.1.i 1.i O R-- c- R:.0 S H• R.00.K� 5E CTI OW A -A Z. PS�U I AST o0--11- - iu AR�A1 OF iTA..l► e. �y4rGR e5 M6c�tA%IL0t>. NOTE VoU L-T C-13. To aC Sn�.✓Gu > FOE- PIPES d\k..ID AC GE'sS P09-T- DILL F1WlcSN C-O►.ITOLUfLS AR-E SUP�4Re,DE. Fob FINAL_ C- iO"TOc1AS SEE 1_Ar�r7ScAPE pE51C-4►.I. J O L t C •-Q G� Sys r �c F,� t- 111A.TTr ,. �,r iT.`w.►c7�►1c� w4rc,t.. P.S RPo.0 I¢.e?�• 5ECTION D•D P,pL 6. LoT <<JR V�O,vC - _ .L•M,Uut VAT iZJw.► OR-- _ W A u-6s T F,.oc.c- 6 rt.sa.3 v-46C1.-� LG SECTION C•c THIS DOCUMENT HAS BEEN PREPAR FOR PERMIT APPLICATION AND IS SLI JECT TO REVIEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES DO NOT USE FOR CONSTRUCTION DATF 3 III_ e>co 3 0 3 ! LJ 1 Q v E x c. IS Ch -TOP 10 I Ir.IV 12 VO U Z e. 00 ar W Z_> T i 60 Un Q ICJ 0 �Y QW w Wz O Z I ^> J r m O a NEW GUY WIRE POL,F 1 1lOc.n►TIONA fltE L.00AT E EK , 9 6UY WILE PoLF- ' I I E Y I S T i N C. — ----- E— et.is I Hex Perz_►� � � - ri MOIJUMEI.�T St6►J � � I JI �„ W PEP Llhl I ax 14' VAULT TOP of zi,>F- L 20 SO TOP OF VAULT I t'o.C50 IrJV. 9 (el Z- 49i" W I hj 8.05 (o(o' E . U. Z4" CATCH MIN. ; a I I i � AFwa, 47- F R,, owe a TYPICAL MANHOLE DESIGN FOR SEWER LARGER THAN RISER Standard CSP Manhole Design for Trunk Lines Q W Z w o x Z V Q Z Q V ' Q ZD 3 �Z �Q Q 3 Z = 0 O Q Z V CorrugstW SteelCITY OF:- G. RGG 1 !I fC� �l rj n , �M P Q ISER- V)ETA. 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