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HomeMy WebLinkAboutP_ Civil Construction Plans_170426_v1SEC. 30, TWP. 23N, RGE. 5E W.M. m I loFo3�JJ��0�00 Tp�o��gg�10�40 �pMo£o3�gg��O��Oo �p�o��gg��0�60 �p�o£o3�gg��0�710 0 00 0 4pMo�£o3gg��0�340 12' CMP CULVERT SE. END=199.25' TRASH RACK 1 1 _\ _/ N89°4U'63"W �"'d'"F0 `tcq- d• _� h� Roar\\401- op 1� 8 oA 10'0. s 2' ( < .' F � ,LAS i 4 10'M 3 �5 s� cfl �6,� 'moo 401' 8"OA M10 aM\ \\�\\ \� \\\ Ln �� �l� ; i t \ •\ \ \>>y 2 I I f0"M // \i '\\\ \ Q70 OAC "t T n r � a � O 2 STORY WOOD - [,. � ,1Lo �,hloy �� 16 M d Lo )� �� I I I LAW � � � � LO BUILDING & � �; S D 15°�Q0' � 61 I I I I I BASEMENT N. �'''D�i5d Jr8, LAWN \ \\16 M \I L I I I I I I FFE=153.29' LAWN \ M �I� I I of ' / WATER SERVICE I / \ LA I EASEMENT WN _ � � \� i oP-A G 6A GAS — _ t AS GAS — ...GAS. — — GAS GAS P :.(G• .G r PAPA .•��•.j Ar W. :. O. : : • is ,.t,.,.., ", <.�' :1... �.:: .. INR _ �. � J � • 3 3 B� R� C� .: .`:.� � '.:.. 4. 1Q O N \ \ \n' \ '\ i .i\ �1�1tikg5152 �::•::': .cb,::..^ N89°4 VV �.,:." •,:.'� i �o c - YARD _ / `15 • 4 ,::. '` ^ ^ / YARD DRAIN s ^^u^ ^�•• �� I CULVERT / RlM 17354 eOA \ I / 6 OA 12.OA - W t_30' BA' 6'oA f0" ` / r s 0A /®'OA \ 1000.00' r, 5:208 2�a 6xTIG 1 t \� 30 f0 OA 8"OA ,OA 12 OA 10'OA 72 OA 2 M N 421 L f'.''��90 �9c5rQbo p \796. r'O 209 N I N N Ac4 _ _ �' W z9 9 AOA 12"OA 1' c0 < < �^ 12'OA /4'OA 8 OA V 6 `A \ CP 2 �RxR 7/ES 20�,JT \O� 4.\ 1 \ / 1 6"OA 8')A 1�^\(� OA\ \ \ I 26•CO \' �L•w y O \ I 6 oA 1�6»oA �• \ Q \ \ s 2p0 Zp0 8 -OA \ P _ \\ 30 SHED I " Q/ I \ 8 ¢ 36 �M \ 12"M BIG !`FOCI' 1 8 OA 0"COT 8 2, iiilll/// 1 06-A 12 M� ACA5 EMERGENCY ACCESS, 1 �_� s•G 116 COT 6• jB n �/M 2�M s nf, EASEMENT N ::`::, dQ�90 (,A6' `i ��4\ 2k 1 I T (.0/Yf�'y ✓ P� ' L'rJ/ F� L D I �� p 1n B 92�y;��e �6 .�O \ c, C100,�- i� -- 28 1-4 2 STORY WOOD '.:.i . s2D•p„111..%% ", �O) � .Y���•�) \ BUILDING i 16"COT \\\ 1 \V8'KtA ,SCP 8"M \1 6 8 O 6 M �O \„Y 20'M 1 V, M 11 W w W W w W ` 1�'j \ fi 1 8'OA 1 BSA 6'OA \ \ \ g'/' I �• ACA3 y w W y y w W w w N l '�,J28"M ) 8 --s�or --�T-- OT --oT- 9 [�Q,S�j^J �\ 8'o j�.)• aM 6 �M \ n — "'cr_ B:OA \ 'OA� S—� 38"C \ AC w G AS 12"oA yy-�-� A G G. A6 A e A 8OA f z w 6 OA 8 A \ VI=L 10 OA 20' C «� 8'0 'OA � _ I cA \ - v � 0 2u' o 3 0 OI'GA7 3 Af 0 � '3J O w W �,� 12' \ N X77 7��c96,r/O� �t0 `LO . ®10' 4Bae C C 1; 6 F�8 180 , 184. t 86 = _ .81' ACA1 -- Ld7p. 1 IE NW. END=153.56' IE 4 FLEX OUT W.=172.69�' NO SE. END FOUND w7 q q q s� BUILDING Qo °e�°o °�°o °Wo %gyp �ll�o X10 LIQ %gyp \ � i�pMog4��71�0400 \\ s'eFNc 1 I �� I & eN eSS� ON GRA VEL PATHI ��I aN BUILDING W/BRICK EDGE191P 190) 10aok��a�'o i �gdo \ LA44Tlrj EXIST. ACI rPM.946571500410 ' v TPH'94Sr P �� 12"PLUM BS 77 46 s S. 32ND PL. 6232 — H s = 188.62' 1 12 CUP IN E.=184.93' e P l E. < OUT W: 12"CMP OUT W.=184.76' CTR.177.10' lE 8 PVC IN N=185.15' — I LU SURVEYLEGEND SYMBOL LEGEND LINE LEGEND SECTION CORNER 00*04 QUARTER CORNER 0 FOUND PK/MAG NAIL SET BENCHMARK FOUND MONUMENTIN CASE O FOUND REBAR AND CAP AS NOTED a POWER TRANSFORMER © POWER VAULT ® POWER METER E— GUY ANCHOR STREET LIGHT ❑O GAS METER 10 CABLE TV RISER ❑ TELECOMMUNICATIONS RISER POWER POLE W/ TRANSFORMER POWER POLE W/ UNDERGROUND CONDUIT �r ROCKERY ® SANITARY SEWER MANHOLE • YARD DRAIN CULVERT I WETLAND FLAG i SIGN SYL SINGLE YELLOW LINE FVC FACE OF VERTICAL CURB BFNC BOARD FENCE VFNC VINYL BOARD FENCE HWFNC HOGWIRE FENCE DITCH LINE LEGEND SANITARY SEWER LINE SD PROPOSED STORM DRAINAGE 12"D OVERHEAD POWER LINE STORM DRAIN PIPE ® CATCH BASIN, TYPE I — — — — — — — ROOF AND FOOTING DRAIN WITH VANED GRATE - - CHAIN LINK FENCE LINE BOUNDARY ■ CATCH BASIN, TYPE I - - WIRE FENCE LINE LOT LINE WITH SOLID COVER HATCH LEGEND AXIS LAND SURVEYING RIGHT-OF-WAY O CATCH BASIN, TYPE II � KIRKLAND, WA 98034-7723 GUTTER, FLOW, & CURB LINE WITH VANED GRATE — CONTACT: MITCH EVANS, PLS CENTER LINE O CATCH BASIN, TYPE II m 1417 NE 80TH STREET EASEMENT WITH SOLID COVER — — — — — — — BUILDING SETBACK LINE (BSBL) 0 CLEANOUT • • • ----------- 5315r5t SWALE OR DITCH YARD DRAIN —X X X— FENCE ® OVERFLOW STRUCTURE W W Z =r"' � 10' CONTOURS w s S� 3 d LA Y MAILBOX p 2'CONTOURS S Iii SIGN RETAINING WALL ROCKERY ❑ ASPHALT PAVEMENT -00130000000- U KEYSTONE WALL — O " GUARDRAIL I EXISTING PAVEMENT '---J ® 0 BARRICADE U ¢ S 36Th St li AREA TO I Clarion u+i 167 i GRAVEL BE CLEARED f CLEARING LIMITS a CONCRETE Daniel O'Brien..- DDS;Ir1SD TW TOP OF WALL ELEVATION ® RIPRAP BW BOTTOM OF WALL ELEVATION (MEG) MATCH EXISTING GRADE FG SL 176th St SE Petrovilsky Rd FINISHED GRADE a ---------------- SAW CUT LINE tSpring Glen PROPOSED SANITARY SEWER AND WATER SEWER MAIN SEWER MANHOLE Shopping Center Valley C SEWER FORCE MAIN • CLEANOUT SEWER SERVICE WATER METER WATER MAIN t FIRE HYDRANT — — — — — — — WATER SERVICE AIR/VAC RELEASE VALVE FT -I TEE (FL) Valley Medical Center T TEE (FLxMJ) BLOW OFF S 7---C 11 1/4° BEND (MJ) K GATE VALVE (FLxMJ) y --C 22 1/2° BEND (MJ) H GATE VALVE (FL) St 43rd St „<-C 45° BEND (MJ) IIK TAPPING TEE r[C 90° BEND (MJ) K REDUCER a CONCRETE BLOCKING a IE ADAPTOR (FLxMJ) L CAP (MJ) VICINITY MAP P �� 12"PLUM BS 77 46 s S. 32ND PL. 6232 — H s = 188.62' 1 12 CUP IN E.=184.93' e P l E. < OUT W: 12"CMP OUT W.=184.76' CTR.177.10' lE 8 PVC IN N=185.15' — I LU SURVEYLEGEND SYMBOL LEGEND LINE LEGEND SECTION CORNER 00*04 QUARTER CORNER 0 FOUND PK/MAG NAIL SET BENCHMARK FOUND MONUMENTIN CASE O FOUND REBAR AND CAP AS NOTED a POWER TRANSFORMER © POWER VAULT ® POWER METER E— GUY ANCHOR STREET LIGHT ❑O GAS METER 10 CABLE TV RISER ❑ TELECOMMUNICATIONS RISER POWER POLE W/ TRANSFORMER POWER POLE W/ UNDERGROUND CONDUIT �r ROCKERY ® SANITARY SEWER MANHOLE • YARD DRAIN CULVERT I WETLAND FLAG i SIGN SYL SINGLE YELLOW LINE FVC FACE OF VERTICAL CURB BFNC BOARD FENCE VFNC VINYL BOARD FENCE HWFNC HOGWIRE FENCE 12"A DITCH LINE SS SANITARY SEWER LINE SD STORM DRAIN LINE 12"D OVERHEAD POWER LINE - — — — OT OVERHEAD TELECOMMUNICATIONS LINE GRAVEL OVERHEAD POWER AND TELECOMMUNICATIONS GAS GAS LINE PER PSE ASBUILTS —X X X— CHAIN LINK FENCE LINE —X X X— WOOD FENCE LINE + WIRE FENCE LINE ® EXISTING RETAINING WALL HATCH LEGEND AXIS LAND SURVEYING 12"A CONCRETE ASPHALT e°.. < PAVING PAVING 12"D BUILDINGS WETLANDS MAPLE GRAVEL CLUSTER ENGINEER: SURFACE TREE LEGEND STUMP 12"A 12"C CEDAR COTTONWOOD 12"F FIR 12"D 12"M 12"M MAPLE 12"M CLUSTER ENGINEER: 12"M 12865 SE 47TH PLACE STUMP 12"A ALDER 12"COT COTTONWOOD 12"CY CHERRY 12"D DECIDUOUS 12"M MAPLE 12"OA OREGON ASH Know what's below. call before you dig. Renaissance A Apostolic Church N a Constellation Apartments • q Ihomas Peas dale l'afk d - S A0 Sl r 7 SF 167rx1 DEVELOPER: RAD HOLDINGS, LLC ZONING: 7 ;a SITE AREA: S 771h St 9 DISTURBED AREA: BELLEVUE, WASHINGTON 98008 APPROXIMATE EARTHWORK: PHONE: 206-715-4559 FILL SOURCE: CONTACT: RORY DEES ENGINEER: LAND DEVELOPMENT ADVISORS, LLC 12865 SE 47TH PLACE N vs s4� � `f• CONTACT: JON W. NELSON, P.E. pS rn � a AXIS LAND SURVEYING �/ir.� S � KIRKLAND, WA 98034-7723 5F 1 GGth St v V 29:h Si r�'1% CONTACT: MITCH EVANS, PLS N GHA LANDSCAPE ARCHITECTS m 1417 NE 80TH STREET f.0American SEATTLE, WA 98115-4351 PHONE: 206-522-2334 L'lassic • Homes Real Estate � Silver dollar 16 SITE 5315r5t ;IS a ' T Rolling Hills To Casino-flenlon 532nd P1 W W Z =r"' � _� 3 e v w s S� 3 d LA Y N p S Iii 'LU U' U SL 172nd S: z O 1i d 7 0 U 7 U ¢ S 36Th St li �d rd, I Clarion u+i 167 i $ 36thp\ SF ! r4rh Sr A Life Community Church Daniel O'Brien..- DDS;Ir1SD S3TthP1 S 38th Cl SL 176th St SE Petrovilsky Rd a tSpring Glen Shopping Center Valley C ;en's Clinic: _ y G 3 a � Valley Medical Center S 180th S1 SVY 43 St 43rd St y e s ,=lal�ts'• a a 4' y SL lb2•xl S VICINITY MAP NO SCALE GENERAL INFORMATION: DEVELOPER: RAD HOLDINGS, LLC ZONING: 1040 WEST LAKE SAMMAMISH SITE AREA: PARKWAY SE DISTURBED AREA: BELLEVUE, WASHINGTON 98008 APPROXIMATE EARTHWORK: PHONE: 206-715-4559 FILL SOURCE: CONTACT: RORY DEES ENGINEER: LAND DEVELOPMENT ADVISORS, LLC 12865 SE 47TH PLACE BELLEVUE, WASHINGTON 98006 Q PHONE: 425-466-5203 M CONTACT: JON W. NELSON, P.E. SURVEYOR: AXIS LAND SURVEYING 13005 NE 126TH PLACE M KIRKLAND, WA 98034-7723 PHONE: 425-823-5700 LU CONTACT: MITCH EVANS, PLS LANDSCAPE ARCHITECT: GHA LANDSCAPE ARCHITECTS 1417 NE 80TH STREET Z SEATTLE, WA 98115-4351 PHONE: 206-522-2334 O CONTACT: NEIL BUCHANAN TAX PARCEL No. 3023059028 ZONING: R-8 SITE AREA: 2.29 ACRES DISTURBED AREA: 0.17 ACRES (INCLUDES ON AND OFFSITE) APPROXIMATE EARTHWORK: 60 CUBIC YARDS CUT FILL SOURCE: NA DISPOSAL SOURCE: TO BE DETERMINED LEGAL DESCRIPTION THAT PORTION OF THE NORTH 100 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER IN SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SUBDIVISION WHICH IS NORTH 89033'31" WEST 1000 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE SOUTH 1052'12" WEST TO THE SOUTH LINE OF SAID NORTH 100 FEET AND THE TERMINUS OF SAID LINE; TOGETHER WITH AN EASEMENT FOR ROADWAY OVER THE SOUTH 12 FEET OF THE NORTH 106 FEET OF THE WEST 275 FEET OF THAT PORTION OF SAID SUBDIVISION LYING EAST OF THE KENT-RENTION ROAD, COUNTY ROAD NO. 80; EXCEPT PORTION LYING WITHIN THE ABOVE DESCRIBED MAIN TRACT. DATUM NAVD '88 SHEET INDEX: 1 COVER SHEET 2 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN 3 GRADING AND DRAINAGE PLAN AND PROFILES 4 GRADING AND DRAINAGE DETAILS 5 SANITARY SEWER AND WATER PLAN AND PROFILE 6 SANITARY SEWER AND WATER DETAILS z 0 W W Q D Oza a aaaaaaaaa U W J Z p O rrJ vJ0-1 5w z � o m C) J U 0 N Q � M QY O M U' O LU Z O r O 0 zz N W W Z 2LLI X p Iii 'LU U' U til I z O 1i d 7 0 U 7 U ¢ 0 li W W Z LU 0 U U U W J Z p O rrJ vJ0-1 z � o m C) J U 0 N Q � M O M C ca a> U C:) (ZS L 00 tiQo �j CV W L U) CD L0 > 'T CO N r 00 L0 � CO X J J U 0 U) Q C a� E 0- 0 C (13 J O 0 Q i Z 0 H Z LU LL 0 H U VJZONAL Er� �ro �^1 N� STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBERRADX-001 SHEET NUMBER 1 OF 6 SEC. 30, TWP. 23N, RGE. 5E W.M. CIO 0 0 0 \\ �p�oo ogg��0o�400 ; �p�oo ogg��0��0o I �p�los ogg��0�60 '' 0 0 0 0 0 3£3gg�� 000 / I �p� oB�gg�� 0770 r- PATCH OF FENCE N89°40163"W p 0 7 N � co o � CONC. N 4l VER- - v cn Mry� M 8 sr0 a v �� Ln ROCK �� \� \' �1' e L 2 M \ ^lis 8"OA 10"O�rl�118 - pplM \ \ \ `\ \\ Fl„ \LACE M 10 N 2 75.6 �l c�tl ` (0 �6� j0 \ \ \ 8"C 10 M I \ \ • \ \ \ \\ e = \ I i\ I \ 1 \ \\ \ 7_V { I I \\ I \ \ s M\ ;� TREE TO E REMOVE (TYP)_ cC c� I I I I I I j `:` I 6 M \ > C CV) M �::.':. N 16"M E N I 01,d� 4 (C 00 0 2 STORY WOOD + Ig Dll�.CL�JEh� 10 "661) BUILDING & - 12 LAWN i i I i i BASEMENT !_• S.f53.�0' \ \ ILIo I I I I I I FFE=153.29' LA WN LAWN \ \ \,� I� \ \ r OP-O-OR:oP-or G .�� OP. GAS D�GAS GAS--JG-ASI� 25K 7-7.7 ro_oL --``... , GRAVE DR%UEWAY' Vit`?- .•...: ..... .. o. 14 10 _ M' CN C. I E�FNG`. � � !. - r�"�- 3`O �4z-i - &`L $�` 6- �O� 1 4 q� r. ,..,..�s. •�.;:. �.:., co � � YARD - GAS GAS GAS CULVERT RIM = 173.54 lE NW. END=153.56' / lE 4"FLEX OUT W.=172.69' ao NO SE. END FOUND R0%, se/ FF SILT FENCE TYP �p�log4o�77�04�0 40 0 20 40 :. li--w ii iiiii I I NO SSMH 7535 l RIM = 173.20' IE 8 PVC. IN E.=166.28' lE 6 PVC. IN NW.=166.75' IE 8 PVC. OUT S.=166.06' VN I I I I I I I I I I I I �p�oo ogg��0�o0 12" CMP CULVERT �puVoo° ogg��Oo3300 /E SE. END=199.25' i W/ TRASH RACK L / 6"0Al2g,L W t30" yq� a vs I / A6"OA 10"OA I 6"O12"OA1_000.00'_ � 30 H r2.a6FNC. " \_ \ y 8"OA OA 10"OA co 8"OA �'2 M \ 790 �`, pin `796. c,� `�6 20 O o o 024 1w\ w w w 29 "OA 12"OA 12"OA 12"OA 1,2"M OD < < ,^ 12"OA 1 "OA `r ! \ O c� g N \ 20" OT N \ 0 1 411' 8"OAI 6" A cA \ 1 �I IO c� 6"OA \ \ \ \ \ RxR TIES •� �" �" �" �" I6 "OA 8"OA I�6 "OA \ \ \ i (26 "CO �\ \20 Z . 1�8"OA 1 M �(' A A6 2 13 200 w w d A BIG h10CK J \\ I 30 ` SHED I I �8"OA �j0"COT I \� ACA5 Q) " \ 8 N/ 12")11 1 4 Y'�36�M \ 12 N 12"M w �✓ w o GAS- GAS N Q 79 s �% �� �6 / 1 b " 4t' \ \ o /I� 10"C 9�A 2_ rim co * 6 O \ o �8"OA I I/ n 8 '\ 6 D °, (S . 0 I 'C i `gyp 2 STORY WOOD {� \ 12" 28"M tBANCE LIMITS BUILDING II x•'•/16"COT ��\ �1 1 /8� A fid' 8 N \ 6 8 6 M ` 20"M �26'M 8"OA -tO�A 6"OA \)\ \\\ \\ �\ \\ • a M N \ ~ s ° `g JAL_o--oT---- - \ 8500 � , 6 Mme✓ 8 M -A - - 8~oAy' oA�1sou M - \ ' 12 OA - OA Q6 'OA �`^ 8~ A \ \ l 20' T RAVEL DRl A Y - -8 O 1 - 8"0 _1 'd n $. A CU " 8"p % 12 A \`bA �� ro 1'GATN 0 0� �p�o 30 M ®10' 6. TPH- og2 4Ad11X_1 G✓ PE W W w 100' N ACA-"; w w w I (D N I TYPE � WETLAN1)req \I o A A3 o a w w o c 184- -186 - - - - X989.81' LJ t LJ ACA1 \ D. (X I I Ji �I BUILDING \, � oIr� GRAVEL PATH oo BUILDING ,alp I �OO I VIA I �OO �I W/BRICK EDGE �I ��O I ��O I e�O I I �q J . I I\ o�pOo Oo QB 6004 1E \ a•vL•�ora (N) O P \ \ \ -_ n avP,e na 12"PLUM / _HOLE IN CURB 8" CPP 1E 168.65 (NW) 12" CMP 1E 168.39 (NE) 12" CMP 1E 168.37 (SW) /S. 32ND PL. CB PROTECTION (TYP) _SEE DETAIL THIS SHEET. INSTALL ON ALL CB'S WITHIN %4 MILE OF THE SITE. TREES TO BE REMOVED: 4-1011 OA 1 - 1611 OA JI = � T IE. OUTlE C .L. = 117.10' 0 W Q mallvc \ CS 8232- = 23 = 188.62' 12"CMP IN E.=184.93' 12"CMP OUT W.=184.76' IE 8"PVC IN N.=185.15' - / Uflfti Specifications Ut1l1t1 Specifications � J � v J ' �•L z 5 W o m J I � � JONIi NFLrGr FAM SHOAL i2PL® Q � M 0MNA9r WATG TAIV M AT AIIar/ IIQifAPIld TINIlINi1.711 a. Far all eroolonAmd1imantatlon control ponds whare the dead storage depth meds S LU yx. riiipA"t W N PYrp itl Mtliil. T'9Y`a'%is. AY1G CR -' 61M A INT srArauLtl -'• [� IRILIr p1AIC Z Era�lan Castrol Natal inches a fanne is required +,lith a minlm rn height cf three }31 feet 3:1 aide do 7 * i J 7 �' ATANOTMFAIML6o orit."ras•ALL1ErAVN7Dnl� tlrI to �Ltl (� J p N i�'�4111M LN'" oI "='i y t' THESE NOTES SHALL APPEAR FOR, LL PROJECTS • Sire IMPRO'AEII019l SURFACE MATER S. A trrnporery •gravel conmov� als�h ion "ence, i4 feet x 5D feet x � Inches of 4 to 31nc1s RLTGI FPBAAp-F I I I � DAIV"CWIHiLLOAPnW p dW il7YiANtlGeral � ��"�„�""'" q�rV spalls shell be located at all points of vehicular Ingress and egress to the LU Ii"ACtlINY NtlmTHlTrr� Lu UT[LLT'f,''AIASTEWATER UTILrY, WATER J71LITY, AND TRANISPORTAMON PLANS: y o U A. NR �' I Z OC/)0 ffinstTurHDn mite. LU Au arEw+s ieii M12 7 a 7 0 7 I. BEFORE ANY OONSTRUiIIDN OR DEVELOPMENT AC7MTY Qi'AIJRS, A PRE - U ¢ Q� I I I -_ LL z � .i m s ting:: as AT�AarT rac�tT Q CONSTRUCTION MEETING MUST BE HELD W1Th THE ©TY OF RENTON, PUBLIC z Q RLTQAm WORKS DESIGN ENGINEER. CL _ - VATER r n J _m 7 � z O 2. All I1MIts of claorIng and areas of vegetation paramenvtion 113 prescribed on the plants ti ruL �„ NUN1yr wtico- = ,A shell be clearly logged in the flald and cbaervad during construction. I I wRAww.�Ar �. r��il:Tlaor� Q z M 9ARLYIOW�aRN PIIn;NIAM 3. All required sadirmaTtatlonjaroslcn control fadllitias must be coratr+iu� and In operationprior 7A� t0 land Caring anzlor constructionto anium that sediment laden seater does nut enter the natural drainage sVstam. All erosion and sediment Nci ft shall be maintaibad 1n a satlak tory condition until such tame that clearing and/or construction is PM -4' oizzs+A aA EWNWAALENT 910TiRILIi complete and patential for OrF b aruslon halm peead The Implementation, malntenenca, replacement and additions tC areslaVsadlmenta3ian Control syatemm shall p be the responslblllby of tha pa nitee, r1rl.Txaaeee PAEatl�rLL.7itlrinr 4. The ar�oslon and sedimnntatlDn control systems depicted an this drawling are Intended to BCffi IN71'J1:tlI�NAdN 1. CONDITION OFL12a tlAANlldr eAAn •AmnY1MLLA11YYaM1tlNr ,rnoeYALlvaTen;rrr.1 be minlmum u[rarrlents to meet erdd site conditions. As •mnstnmtim P Nara r.1. CCNSTRUCr101J ERTRANCI±IWY.L W ITASI-00 WHOWER TRAPPIC :.ALL IE LEkYINO,A M'NSTRUCr4CN Ir'E AN01MYELNS ON progresses and urmpected or amoral conditions dict ate, the permltea shall antir[pate 1. 120111111111 aF M PAYED ROADI CR WHEN PAVE 0AREAI,DATHIN 1149 FEET OF THE IITE. ' that more erasicn and a�lrnerTtetlon =MCI fadlitles will he neceamary to anmura siltation control an the sne. Dun the course of CCRitructio it r4 9. LILT FPJWE MUIY Be UIlC CCs1N6LT FG ar ALL DB TLRIIG ARG4I BILT FENCE n NOT INTER>ED TO TREAT ODIICEHTRATEC RAM M014 w NrENCEIDTD TREATIUIETkNrIPL i11dC MTE OF RLiY7 FL055'. rilAirJYRLEa11EM10THTY oR f F%I VIN J 71 r ++ complete prof AIWL'CNCENTIWTECFLOrVPMWgECCNVEYE7THIFCL9HiHECMINME4IYETEMTCAEECIFAENTTR� OKPMC. shall be the ddlgatlen and raspon lbillty of the parrnRm in address any raw condatirr[s ANIAITNIMMU that may be rraated by the activities and to MuMe additional facilities, over and abova x RDIY 3, CIpORAIbINiTAWITrONIFICRCATICIYi minlmum re airllremanis, as mart' be needed, t0 pretext a scent progenies and water W TT10NI 4.1. THE QECTExrLE LIEE] LaDBT YET r4EOTANDAR7 LILTED BELLON ADOPYQF THE wAN11FAOTMIRERI FABRID IP DFl:AT1OHE FaQITBE . THE XTILEUN2 MOST 2.1. }ICO FIIeL ADD BAaeD NUL" MIAY Ie IUHTrraTap PCR CR CCM ip wires QUARRYNPALLC N AREATHATr1rLL NOT me UseD FCR HENT RCYSDI. H00 FUEL IE NOT REODM ME MOM FOR ENTRANOE ITAIILIIATION N URIM METAS. THE IHIPE07M MAYquallty of the ramIVIng drainage system. Amrrurrea k 6. tiNI rasnrtiNYNe A7ANYYMM1E REQUIRE THE LITE OF CI ARWORALLI F THE moo FUEL I8 NoTraEIaPAid siame Nr FROM IENO TRAOKED ONTO PAVE WENT OR IF THE MOO FUEL It IEINO CARRIED ON 73 KWEM ffWT. 5. Approval Cf this plan Is for er�amlonlaedimantatlon control only. it does not mr�itute an 116-1 11111 rNYltiaalnrntiw- na' Ydati1L*LNYYLI m .ire YAL NCN arYrlevw IAO.0 aAAa�rtilerurtn"1,a"Ytl1eu ILI.R.YlN➢AmAMWtl1NWNNINLNIi p,8 FE7NC1NO&HALLBEIN67ALLEIASNEQEIIARYTOREs7morTRAFFIC ToTHE 0ONSTRU9TIONENTRAWE, sa W}iENEVERP042OLE THE ENTRMOESHlgLLBE00MA RLICTEOONARRADOM RAOlECiL64RAOE.THISOAASJJ11TAN"RALLY E AYi r.Ei 01111E OEVIOE 1: yN tiN ITyp a 2pprnval of atom dral nage demlgn, Am nor location of plpaa, matiictars, Channels, 0r MM TrOlMUMM -' IIN sura, IND REAIBTHBBFFBOTROENCCFTHE MAW REDUCE71 ENEED PCR VAINTE NANOE retention facilities. I NAI NrfIIANDIarANDARes 1.7. STANDARD ITWEN12TH FAS 110 KMIKES WI RE MOKI NO TO I NO 4EAaE THE STRENGTH OF THE FENW.Wl IS MX149 Oil OLNER I'M 3.1. QuARRYIPALLISHALL =AwsDIPrHrPAO0NOLONOERINA400RN5N AITHTH9WMIMMATKM. S. During b Fe tiros period of October Y through Apel $0, all pro}jrct abiEtrlbutrd sail arras 6114011110M V BE 811.11 ED FLIM EkTRASTIIEMW-1 FA9NIC IF FIELD MWINNMIA NNE WARRANTS A VIROPIOERPeMae. is 41 -ME TFE FeNpE R W117AMEM. THE SLOPE. SHALL N or N ITE EPVt TiAN RHIV DL IP THE EN1TdWCE ■ NorFNEVENnAB fEDIYENT NIC tRAOKEO OINTO PAVEMENT TEEN ALTERNATM NEASUEI11 WEEP THE STREETS FIRM OF IECIM BINtA W16E AM THH MIRY INCLLIMA EET IH�PIA�, AN INCMBAE IN THE IN ENNIONS CF TFE �M'�� � greater then 5,3}1 square fret, that ara to be laft uo-\Woftd for marc than 12 hours, I!. IFA TVFICALSLrFIRNO! H Us9 THE STANCAR047fATtENOH WAY NOT IE RCCLtt7m AIht7HC AD THE SOTTdL111NLSHEI OFTHEiLT FENOE I3,N1ZLBURIEDANDSECUREIN TRE=HTHATIITABILIMTIfFENORANDDWIMOTALLOA'A5Ar2RTOBYFAMOlt 0IRWINETHEiLT ENi1NANICE CII THE NST/ILLATICN CFTFEINNEEL IWiH. PYIASNINS Il LSEC R SHALL IE CCAI CNAH AREA OCVERE{3 �1TH NOT" shall be covered by mulch, sodding or plastic covering. FIE Nfl3 CRUNIBDI�OCR.ANDrYAmDHaC IM SHALLDRNNTICASECIMENTTRARCIR'rtlINC. L NAIIITINmal rA11 DARN L& AWSCgMM7THAT IITRACK:I0NTOAWN MtSHALL IEHIS YOM IMNOIAlCLYBYaWW1INO.THGICITIYENTOCLLKWOBY SMIEEFIIS SHALL BE P EMOVF37 ON S'TABIJ>ED ON jnr. The FAVEMENT SHIALL NOT BE CLEM ED BY LMASHNC DOWNTHE ETR EET.MWE WiZhe dp:tl-lit Q ftCyww;Riot: Fi Nblrm mlbNribu%raAcvdamm. ' 7. In any area which has been stripped of vagetill and where no further work Is 4.1. ANY DANAOE 6110-1. BE REPAIR I MaXATELY. THE ETREETE A it AN BE SMALL ELNp h6JETBE CON DUCTED, THE EEOWEAT SA�C:uLD TFW BE Y�'AEFiED IMTOTHE (INY:14YNERE ITT,AN N! �,pNTRCLLEOAINC SMALL uNIP M 1 01! CD DI INE 0. T a MOI THERE IEA THREAT me Nw iD PISiv&AFMV. IF ITNEa *Harz anticlpat�d fora penlod 33 days or mere, all •ditturbald areas must be Immediately aA, IF CONCENTRATE 3FLOE6AKEEMOEIYTLPHI LL20THE FENCE, THEY NAT BEMERC- PTE 0AND COGhXP,EDTOADECIMENTTHAP"OR*MD. OIICHMOEOAPPROPRWEILY. 1 Tin 915Di-A na7iCJlanrh iNftvrobot wimmp:nftY"nj. EiabllixadY, Ii muichl ng, grass planting or other approM erasion contral tragi l# 7.1 1", 0 WONTANrTOC4ECKTHEUPHLL11DETF THE FENCE FMSIONBCFTHE ENOECLOSNNOAMACTNDAsAEARNER TOFLGN,�C meN'MALGING OHANNC.Er'RCN Or LJ'r'.'E PARSLLaTO TFE FERM.Ir THI6 DOOL.M. REPLAOI• THE FENGI• ORRI•MIDd� THE TRAP E!1. ANY OUARRYEFALLS THAT ARE 000EENEDFROATHE PAD AND END LOONTHEROACIMYSMALL BERENOYMINIMECIATELY. 3A IF VEHICLES ARE EN7ER1NC OR ENITINO THE ER EB AT POINTS "ER THAW THE OONrnum TION ENTRPfVC✓r{Sj. FEN* No EHALLBE applicable to Sha brr►e of r. Grass seadln alone Mll be acceptable onl durin the pp gy 3.N. aE31111W HO6TBEAWNED 15HENiED1S1ERTdIINCHEI HIGH. INSTALLEDTOOONTROL7AArFIG. O. T9a fmhrdl %,Aft 6 n69miler rimmxal of Jon 0123 A dmilYlllIngiha timxsae maimlY. monthsofA lltlroughSeptember, inclusive. SWn� may proceed, howe!>sEr, 34 IFTFE°ILTERFA.9ft(4EDTEMTILE3443rETER1DRATED DLETO ULTRAVIOLET WEAN XM, ITIHALLBEREPLP4 C. whenever R is in the Inbnst of the psrrnitee, but rust be augmented With rnulchimg, netting or other treatment appnr>:ed by the City of Renton, alltSldB the specified time l ftftmnWNRvruInKlt.21Uv&hOzEIlmINeNlulmFBol'9!14 perlad. PI1$G[.". "iCRK9 SILT FENCEt no - 1111111111.00r!R'D. PIl9L[C 1r4REt'S aRiANIL1Z■d PLi11f - ;E 610 PLrBL[C 10r"aRBtB f2ATL'CN NAi1N FILTER ;Ll b. PLN - W1111210 IMPARTMENT � 3 PARTR.EN7. aON3TRYaT1ON ■NTRANas DEPkKNEA`T MARCH 9ODB 'WARM 2008 MARCH 8008 z O U) W Of LU Q D Za a a aaa aaaaa � � J � v J ' �•L z 5 W o m J I � N r Q � M M O LU [� Z (� J z N z WLu iLi p LU Lu z c7 o U iLi I Z OC/)0 LU 7 a 7 0 7 U U ¢ Q� LT_ LL z z Q 0 CL r n J z O = Q z U � � J � v J ' �•L z � o m J I � N r Q � M M 0 z LU LL0 U (1) U O [>3 L 00 L 07 h Q O � �j N W L U) CO Ln > 'T CO N r 00 Lr) r- 00 X + UNAL A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER RADX-001 SHEET NUMBER 2 OF 6 3ggg��0�00 \\ /. �p�l00099��Oo�40o � SEC. 30, TWP. 23N, RGE. 5E W.M. m I I I I I TPH.- °99210280 TPH o 0 0 99210250 I �p�l o s o gg�� 0 60 II �p�l o 0 0 99�� 0 770 ; I 7prl\,n °A- @no gni O)gO r- PATCH OF FENCE \ \ N89 /I p u' 7 N co CONC. : "I'?/ VER- - v e cn Mry� M 8 sr0 a v �� to ROCK - \� \' 01' d t ?. M \ 8"OA 10-01^ _ �1 \ \ \\ Fl, 'LACE l M 10 N 75.6 cyst ` �6t� jp \ \ 8"0 LAryIV 1 \ 2' GRAVEL DILO SPERSION 8"M \ 2 T�6_M 10"M ) \\ Q = I 1 \ \ �{�NCH, SEE ROAD \IS�Cfii(I�ITHIS SHEET I I 1 I I I I I\ / • / 1 It If011f 6N\\ = I M OCdN 4 (c 2 STORY WOOD I� D//�y `16"M� �"6M X66 �p I 26.5' FLOW PATH MIN. \ C In BUILDING & / -? 1100-7.S. 1 6 \ 10 LAWN i i i i o BASEMENT 1�ND f53.�0' \ \ 12 M\0 I o I I I I I I I FFE=153.29' LAwNI ,:: N' �ND 153.8 LAWN \ \\ I I III I I // 1I •,.' � '.�'�:'.'. I +,�� � � ��, F--� TRANSITION X -SECTION LAWN "/ BETWEEN STA:1+21 & STA:1+35 roa_or _ .:: 4r IOp.- oP orIG S� - �S fa - G AS .. ` ..'SAS c>tS�` . GA -GAS... G I- 0 a _ oP GAS !°�' �/ I GAS- - rec I : 3:20'.:. ,� ` .. _..... \ _. • , : ?,l ,. �..� . �.; GAS � GAS S ,.. G <. >�c•..: •. CHICKS \ t GRAVE DR/VEWAY'� I,. . M' � 6�fNC "W ADJUST EXIST. YARD DRAIN AS REQ'D YARD DRAIN 4" CONC. CULVERT CULVERT ! RIM = 173.54 IE E. END= 151.11' lE NW. END=153.56' / \E 4"FLEX OUT W.=172.69' NO SE. END FOUND `S Op�1O Z�0%, fI - GAS GAS GAS 40 0 20 40 8 mi --w ii iiiii q 4" MIN. COMPT. DEPTH HMA CLASS 1/2" 2" MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE 4" MIN. COMPT. DEPTH CRUSHED SURFACING BASE COURSE GRAVEL BASE (CLASS B) MAY BE REQUIRED PENDING SOIL CONDITIONS ACCESS ROAD SECTION STA: 0+15.29 TO 1+21 rr000tiL��fra q 6" DEPTH CRUSHED - SURFACING TOP COURSE 2 4" MIN. COMPT. DEPTH HMA CLASS 1/2" 2" MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE 4" MIN. COMPT. DEPTH CRUSHED SURFACING BASE COURSE GRAVEL BASE (CLASS B) MAY BE REQUIRED PENDING SOIL CONDl110NS ACCESS ROAD SECTION STA: 1 +35 TO 2+06.35 NOT TO SCALE �p�log�o�77�00�0000 6BFNC \\ I 16' EMERGENCY ACCESS SEE PROFILE A 5' CONC. DWY APPROACH / PER COR STANDARDS. EXIST. CURB CUT TO REMAIN SSMH 7535 RIM = 173.20' IE 8 PVC. IN E.=166.28' IE 6 PVC. IN NW.=166.75' - - IE 8 P C . OUT S.=166.06' SAW CUT AND RESTORE PER COR TRENCH AND STREET RESTORATION ORDINANCE 5131 r_ 175 m 170 O Z 165 °oo -rpm- sggmm 7PH- s992100310 TPH- s992100320 �p�l o s o gg�� 0�3�300 1 Q SOA \ I L i� i� 6"OAl2� W t30" � I I I I I I 12" CMP CULVERT IE SE. END '99k25' W/ TRASH RACK 10.0 6 OA 10 OA I / 6"OAl2"OA - - \ 1000.00' Sr "� 8- 1 \ \ 30 2+06 8"OA - 0 1 1 . 7 �' ` - _ o 208 20 6FNC.4 0.1 IjP-� 8"OA o '2'M \ a co c') f^ \ 90 c° n 7 'p . 2 0 � o o A2'4 �� \ 29 eA 8"OA OA 10"OA cA � co W 4 01. 96� p p O o w w w w w n4. 12"OA r 12"OA 12"M N < < 1 "OA \ \1 m p 1. 11 N \ N N "OA 12"OA 1 co 12"OA 20" OT O - -HA t 421' 8"OAI 6"QA \ \ \ I �I RxR 77ES IO c° w o cfl 1 I r (96"OA 8"OA I 0)6 OA \ `\ \\ + I t75.t \ 6"OA 1 l'�^'26"CO 20`%+� ✓ w \ \ A A6 0 0 tR"OA \ \� \7C82\ II 30 SHED {'� " �` �j 8"OA I \ \ 8" \g4 ` ,4 �J6�M \ �++� 12"M Z©w �Ow w o BIG (,OCK - 8" ?'I I 8 OA � J/0"COT \ \ 8 M/0- � \ � � ; ? 12 N � � ACAS \ � w � o `- R-25' ) OfO�C� I �` 6"COT I 8 A P 067A cn : 7cP 8"C ��" o �, sr 4 �9 \`r . M \ a I r° co - c11, O R � / Ola \ \ A - ^ 1 co 1 j 0 10"C & 8"A4 4�M \ � t A 7 0 45' 'I 08"OA I n 8 �\ 6 D 25 6 M�f 0 1 �F� \ 2 STORY WOOD \ 12"Q 1jM \�6�;) +-� I BUILDING 1 0 \ 1 �� p6"MI 6 M (�7Yi 28"M 16"COT ♦\ 1 \ 8 QA �B N 8 20"M \ \ \ {� \ \ OA • 8 N 86. +-- \✓28'M - or 1:; oT I 8"OA ��A 6" \\\ \\ \ 6�°�u f0 M 6 N 8" !N irao'°r- -o or---�--- \ 850A ^OA�1�:... \ fOM 6 iN ---- 41�� " - } - GAS S-�� AS GAS- 12 -OA GP ... �i . ri-� AS 8 OA 8 OA " " T �-• •�-^�. -GRAVEL DRIVEWAY . ...--rte - 10"OA r "80 20' 1 '1 J \ �✓ rno1'GAT "OA 12"8 o O o 30"M O10' 6. TPH- KO 4Ad11X_1 G✓ PE W W w 100' NACA,. w w I FNM TYPE 2 WETLAND. req \ 0 A A3 8C 0 0 0 - tJ tJ O V 4`206 c? w 4HWFNC 0 76- Q(9, 1A0 989.81' �NLJ T- OSIS 184 _ 186 - - _ \ ACA1 LOCKING GATE W/KNOX-BOX, PER \ DboX I g FIRE MARSHALL APPROVAL. Q REMOVE AND REPLACE FENCES TO o II PROPERTY LINES ON BOTH SIDES OF 1. BUILDING II ACCESS EASEMENT Qo Qo GRAVEL PATH 1 Z� I 1BUILDING I I W BRICK EDGE I oo I �� I STA: 0+56, OFFSET: 0.0' �� I OSI I Pe- �/ i I o� Ij O? Oe, Oho CB -1 Q� °o �o TYPE 1 W/GRATE RELOCATE EXIST. ELEC. STRUCTURES AS REQ'D C8B w so 004 � 8' PML^ /E f7a (N) - - 12' OVP E 7a - - _ _ -HOLE IN CURB \ 12"PLUM / 12_CMP lE 17a. (5{4) P /S. 32ND PL. 52'8" DI SD SEE PROFILE B - - - - 8- CPP IE 168.65 (NW) 12" CMP IE 168.39 (NE) 12" CMP IE 168.37 (SW) 70 - ILL! W J W FINISHED GROUND @ E EP: 2+06.35 180 Ln LrI (/j J � p In-, rJ v J m W Ln LO o m C) J r + + co N I � II II r- EXISTING GROUN M � II II 2.2 °o w PVI STA: 0+64.46 118'-8"DI ELEV=173.81 w K=8.84 130 LF6"SS@2.69% =15.00 (0 � t9 LO) 0) 10 0) 00 Q �LLJQ C° CO M APPROX. LOCATION W O 11 O II EX. WATER Q w Q w 18 ~ J J z LU O r_ 175 m 170 O Z 165 °oo -rpm- sggmm 7PH- s992100310 TPH- s992100320 �p�l o s o gg�� 0�3�300 1 Q SOA \ I L i� i� 6"OAl2� W t30" � I I I I I I 12" CMP CULVERT IE SE. END '99k25' W/ TRASH RACK 10.0 6 OA 10 OA I / 6"OAl2"OA - - \ 1000.00' Sr "� 8- 1 \ \ 30 2+06 8"OA - 0 1 1 . 7 �' ` - _ o 208 20 6FNC.4 0.1 IjP-� 8"OA o '2'M \ a co c') f^ \ 90 c° n 7 'p . 2 0 � o o A2'4 �� \ 29 eA 8"OA OA 10"OA cA � co W 4 01. 96� p p O o w w w w w n4. 12"OA r 12"OA 12"M N < < 1 "OA \ \1 m p 1. 11 N \ N N "OA 12"OA 1 co 12"OA 20" OT O - -HA t 421' 8"OAI 6"QA \ \ \ I �I RxR 77ES IO c° w o cfl 1 I r (96"OA 8"OA I 0)6 OA \ `\ \\ + I t75.t \ 6"OA 1 l'�^'26"CO 20`%+� ✓ w \ \ A A6 0 0 tR"OA \ \� \7C82\ II 30 SHED {'� " �` �j 8"OA I \ \ 8" \g4 ` ,4 �J6�M \ �++� 12"M Z©w �Ow w o BIG (,OCK - 8" ?'I I 8 OA � J/0"COT \ \ 8 M/0- � \ � � ; ? 12 N � � ACAS \ � w � o `- R-25' ) OfO�C� I �` 6"COT I 8 A P 067A cn : 7cP 8"C ��" o �, sr 4 �9 \`r . M \ a I r° co - c11, O R � / Ola \ \ A - ^ 1 co 1 j 0 10"C & 8"A4 4�M \ � t A 7 0 45' 'I 08"OA I n 8 �\ 6 D 25 6 M�f 0 1 �F� \ 2 STORY WOOD \ 12"Q 1jM \�6�;) +-� I BUILDING 1 0 \ 1 �� p6"MI 6 M (�7Yi 28"M 16"COT ♦\ 1 \ 8 QA �B N 8 20"M \ \ \ {� \ \ OA • 8 N 86. +-- \✓28'M - or 1:; oT I 8"OA ��A 6" \\\ \\ \ 6�°�u f0 M 6 N 8" !N irao'°r- -o or---�--- \ 850A ^OA�1�:... \ fOM 6 iN ---- 41�� " - } - GAS S-�� AS GAS- 12 -OA GP ... �i . ri-� AS 8 OA 8 OA " " T �-• •�-^�. -GRAVEL DRIVEWAY . ...--rte - 10"OA r "80 20' 1 '1 J \ �✓ rno1'GAT "OA 12"8 o O o 30"M O10' 6. TPH- KO 4Ad11X_1 G✓ PE W W w 100' NACA,. w w I FNM TYPE 2 WETLAND. req \ 0 A A3 8C 0 0 0 - tJ tJ O V 4`206 c? w 4HWFNC 0 76- Q(9, 1A0 989.81' �NLJ T- OSIS 184 _ 186 - - _ \ ACA1 LOCKING GATE W/KNOX-BOX, PER \ DboX I g FIRE MARSHALL APPROVAL. Q REMOVE AND REPLACE FENCES TO o II PROPERTY LINES ON BOTH SIDES OF 1. BUILDING II ACCESS EASEMENT Qo Qo GRAVEL PATH 1 Z� I 1BUILDING I I W BRICK EDGE I oo I �� I STA: 0+56, OFFSET: 0.0' �� I OSI I Pe- �/ i I o� Ij O? Oe, Oho CB -1 Q� °o �o TYPE 1 W/GRATE RELOCATE EXIST. ELEC. STRUCTURES AS REQ'D C8B w so 004 � 8' PML^ /E f7a (N) - - 12' OVP E 7a - - _ _ -HOLE IN CURB \ 12"PLUM / 12_CMP lE 17a. (5{4) P /S. 32ND PL. 52'8" DI SD SEE PROFILE B - - - - 8- CPP IE 168.65 (NW) 12" CMP IE 168.39 (NE) 12" CMP IE 168.37 (SW) 70 - ILL! W J W FINISHED GROUND @ E EP: 2+06.35 180 0+00 0+50 1+00 1+50 2+ND6 SCALE: 1" = 40' HORIZ. 1" = 10' VERT. PROFILE - A IT C6 Q AM 175 m r m 170 D 165 z Z ' vc \ CS 823 - - 188.62' 12"CMP IN E.=184.93' 12"CMP OUT W.=184.76' tj IE 8"PVC IN N.=185.15' - / EXIST. GROUND AT CENTER OF PIPE APPROX. LOCATION EXIST. CB EX. SS IE = 170.36 NEW 8" DI APPROX. LOCATION EX. W CB -1 RIM = 172.8 IE = 170.36 (8" DI, S) ° MIN. 1' SEPARATION, 16 165 OTHERWISE USE ETHA FOAM PAD. 52'-8" DI SD AT 0.5% 0+00 0-6A6 SCALE: 1" = 40' HORIZ. 1" = 10' VERT. PROFILE - B Know what's below. Call before you dig. LU Q D Za a a aaa aaaaa UA (/j J � p In-, rJ v J m W z - � o m C) J U I � N r Q M 0 2.2 °o M (D :2w 118'-8"DI o 130 LF6"SS@2.69% CONNECT TO EXIST 8 -INCH SS Q �LLJQ 0+00 0+50 1+00 1+50 2+ND6 SCALE: 1" = 40' HORIZ. 1" = 10' VERT. PROFILE - A IT C6 Q AM 175 m r m 170 D 165 z Z ' vc \ CS 823 - - 188.62' 12"CMP IN E.=184.93' 12"CMP OUT W.=184.76' tj IE 8"PVC IN N.=185.15' - / EXIST. GROUND AT CENTER OF PIPE APPROX. LOCATION EXIST. CB EX. SS IE = 170.36 NEW 8" DI APPROX. LOCATION EX. W CB -1 RIM = 172.8 IE = 170.36 (8" DI, S) ° MIN. 1' SEPARATION, 16 165 OTHERWISE USE ETHA FOAM PAD. 52'-8" DI SD AT 0.5% 0+00 0-6A6 SCALE: 1" = 40' HORIZ. 1" = 10' VERT. PROFILE - B Know what's below. Call before you dig. LU Q D Za a a aaa aaaaa UA (/j J � p In-, rJ v J ::) W z - � o m C) J U I � N r Q M M (D :2w o Z (1) W LLIO z~ Q �LLJQ W X w z LU O Y LU LU Z LU 7 ct) 7 0 U 7 U LU~LU 3 fY LU CL LL O rr^^ vJ W z J_ - LL Q O ry CL z Q z CL rW V z - Q Q z rQ V z 0 C� U UA (/j J � p In-, rJ v J z - � o m C) J U I � N r Q M M LN Z 0 Z LU LL O U STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER RADX-001 SHEET NUMBER 30F 6 i �J .r enTv'rxprlr ,j 12' to 24' FLFa ALLnwAraaa Fa and vmm iia Rn aLTadIL eIIIFR� m�1�Mcosramn .�.�� WryWda�1I Ir R ', PLL IC11L PPE Ir Toa' m ,ore' [3P1112 rFlL0.Frirp Ir r de 1r PReFIiwaLLpva ,r s}rrn.7rltL r4p.Irp�p � � naIYNLrAnI raLYaslrAas L.L a1®weFrrIIANPk a�I� a1A IfAaP roar 10tlI7T Sae rloore S111r1eolr M !!a*e.S..■ LarLIITYirr leor+/11 z� O LU R Ila GIDi 2CRIM it Ml HaaF F man EAp soon" wroo I. Aa eaaAaAY llbreAlYN n tv Rlurdl0wn r191e FRECAfrf Mir la6rON,70aRQ1BlldlaiH lixraur f int PRMANpmi,nr INIr n11rt1 IlApt 1 RYrMnalr Arrr aT0•' 2 /pudr Irv(1p per Rql dal erOpelallr llWwYonYWrI rr>d .vw shown In the ALTSINA M la1oMT IAa/ IpCTIC1Y. nMa aide nddv pYAtl In Ihl MgAlarll a. Tllrl altaWalanYrlr lIW 1M11d1Vn m". Ia7mlmFd•rhW h7A711r1IH*MM rrrldlh"" 1 T nadlwn. P1aWdrr 1.6' IrYirTmp�pllp kdhweln lv kxtMpeup3 ere and lap wdrldp al inl pgr, with 11Y�ll"osWIftmon vM jln: maririnaPmrallCp I. Tim 10phrdL "Aar al r. �. TINl to me ANl ares rum d himimia Ian the tiva am. S. The PM* Smftalan yy herr l iaY 4W 2mr, mil iii sib r!y bedopmataNIB d 124 per. 1. TINT Owing air be mom as tall RP it the P90A cool "am. r. M pWwp h0a00 tea m.iW1Y11 m%rthl baam haYrd+ PIpW. I�z 11N1 coir: YI ram In iaaalGrlm WRI 1pB w9 i ALTM"Twa PMDW SAra AIR THIN PUBLIC WORKS CATCH M im TYPs 9 a' P!" - am= 4 � DEPART]dgN'C WARCH ODDS Utility Specifications Surface Water Drainage Naltm and Sjxdflcatlons THESE YOM SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTIL[TIE 1. BEFORE ANY CONSTRUL'TION OR DEVELOPMENT AC17VrN OCCURS, A PRE- CONSTRUCTMN M EETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. All construction shall be In Accordance w4h the 19% Standard Spee ieall for Road, Bridge and Munld pal L'onsb'udon prepared by WSDOT and the American Public Warta Asrodatlan ZAPWAJ iso amoriclad by the Cltl of Renton Pulbit World Dopertrrmnt. 3. The surface water dral nags system aheII be Constructed akxa7rdIrg to the approved plena, which ars an fila in the Pubic Works bepartment, Any deviation from the approved plana w1II requlre w ftten approver from the City of Reitan Puhlit Ware! Depar]rns7tr Surface Water Utility Section. 4. A copy d these approved plana must be an the job alta whenever construction is 1n prop S. Datum for Vartical Control shell be North American Vortical Datum 1995 Mebaral and for HarfsmTbal Control shall be North American Datum 19MIS91 Meters anew otlnerWae approved by the Clty of Renton Public Warta DSpalims7t. Reference benchmark and alavaflons are noted on Iha pans, S. A11 Wrnentatlan/eraslon facllitles must be In operation prior to clearing end buclaing conatru d1on, and they must be aadafactorTly m0toined untl w Hbuction is cornplatad end tine peter tlel for en -2112 eradan has passed. 7. A11 rets nbon/debeMlan fadlRles must be inatallad end in ape nation prlorto or In conjunction with all conitnlman ac WFy urim admWrlaa approved by the Public Works Department, Surface Water Utlllty SacdaM. S. Grass seed may be applied by hydroseedirig. the grna Beed misturs, aft then City of Renton approved standard mixes, shall be auIt, ,d d by a Landscape Architect and approved by the Putift Works Department, Surface Water UV14 Sectlonr 9. All plpa end appurtanences shell bs kid on a praparly proprad I4undetlon in accordance with Section 7-02 3{1) of the current State of Was hilnptan Standard Speclflosrban for Road and Br>dge Canletnuctlon. This shall include rleceeeary Waiting of the trench bottom or the tap of the Enunciation materiel, is wait as placement and compaction of required bedding material, to unlfarm grade so that the entire length of to Goa will Ilbs supported an a unMbrmly dense, unylekling Desai All pipe bodding shall be APWA Cltoe *C', with the sceptic n of PVC pipe. All trench backfill ahill be compacted to minimum 93% for pavement and s ructurol fill and 90% vdvwlm per ASTM D•1557-711. Pea gravel bedding shell be 3 Inches over and under PVC pipe 10. GaWanized steel pipe and alumihired steel pipe for SII dral nags fadktles shell have amp hmt trsstmrit *L or Imider imide and au131ds. lRA1� ANa YA1ra /MTs I�rnrr� OLaAe dNM� 1NO Ionvll IYwL lIM�aa A�.19iT1111r ra7gN era aaa"ON rQr/a 1. THE CEt�ri, NONGRATNGOFACATC BASNINALLNOT BEOROMP70FNMLOMaIUWMTHE RNALs.NATIONOFTFEPIWENENr THE 2NdINak h �IC�OkdO4l7WT I"W OB'.N" Ar". P � W�TrF AFN� 6iAN0 0 aPEbFIf'1A7�IONN7 APERYBBICN TNE%AFTER Ia dhIE1J 111 7. SHMSHALLWtONU4=7t7SETPRMM7a GITACE,THEAIEECFEHIIB1EPROpi MM L AC�EONTIIUCYB LAYER pOFF LIMAN SHALL BE PLACED BETWEEEp�1NpApm�pl�BMEENpTFMOB AND BRROM PRIOR TO PLACEMENT. 6. ATMAX181BEHT/ Y8rL1l.LIBE OROIINO TEDWA ,R THa BOIitlM ARMOP�Tr1Al!AAD.AIpTLi t�FDBEROT(CN WIrFI NCNBHRMCIiROIIr B. OROUT'MOOWMM AOA11r11NNT 5EOnON*t"BEYWLTERT12ir, 7. GROUT 10 TOM NOH•SHRNK TYPE GROWT MWRIa THE RIMIRBAENTS OF ARTY 767 PER Apvm BTANDARO weoFioxroH s=3 FCR YAMMUM PBPIOBNT DRY sHRINNAW. THE WN&IUM COYPRimeNE 51RENaTH SHALL BE -IX0 PBI AT 7 DAY PER ArNkI STANDARD BPEDIFICATIM114n8 E. PION I LIFTING HOLES ARE TG BE GRCUTEO WAVIER TOW. PUBLIC W R1k9 CATCH RASIsa IIeMTIUJI.AT11011 MD. PLAN - 006.00 OBPARTtiIELPr MARCH 8008 Utility Specifications 11. SI ru Shell not be pmrmlt6Ed wlbhIn 10 fest of the spring III no of any storm dralrM pie, or 15 feet from the tap of any channel bank. 11. All catch boaln prates Shall be cepramed 0.13 feet below pavement level, 13. Open cut road krosaings through among public right of way will not be alowad un Isom speclV approved by City of Renton PanningMul1d1ng/Pubk Warks Admirllstrator, 14. Rock for ameion pean of raadelde dltchea, wham required, Shell be of sound quarry rack placed to a depth of we [1) foot and musk met the fallowing apadkfftbra 4 - a Inch rock 146 • n% passing; 2 - 41nch rack 130 • 40% possingi and Isso than 2 inch rock/ 10.20% passng. IS. All building downapwits and footing drains shall be connected to the atom+ drainage &Wem, unless approved by the L1ty plan reviewer or Surface Water Unity Section. An accurately dinonslonod, oertifhed as-bult drawing of this drainage system Wil be submRtad to the Coy upon corwIstlon, 1E1. Issuance of the bullding or cDrstru121on permits by the city of Renton does not reMrva the owrw of the continuing bpi abl'Gotlon and/or I(sbiBty connected with storm surface wo ar dlsposldon, Further, the CIDP of Renton does not acoapt any obllgatIon for the proper functioning and maintenence of the wftn provided during con ion. 17'. The Contractor shall be raspansibk far proWdlmg adaquats aftaerd, sdfaty daWcaa, protective equipment, flagpiN and any other needed action to protect the life, health, and se o ofthe public, and to prabest propart y In connection with the psrformanaa of work covarad by the contract. Any work within fie traveled right of way that may Interrupt normal traffic flow shall MW a traffic tontral plan approve by the Public: Worlm Dsportrrnnt, TransportetIon 9yMwm DiviUon. All section of the WSDOT Standard Specificatbra 1-07-23 Traffic Control ahill apply. Al. Special drainage meesuraa wIII be required if the prutect kotlon Is within the aqul%r pratactIla7 area (APA). SEC. 30, TWP. 23N, RGE. 5E W.M. 7Wmom I. Th'h Iry me II asllanud 11o1m1radeY 2W a 24' a frbl ar wvn L Pb wWo ilia Mom In bhr rrAIlllr fel err w1it111y7aanod ILlkh r Kimhr orrir ar ear P W*, 'tW 1 r hrBr la 11aa1ab a i✓NE"- 71 NC ■ 7!' dire head cop Saver. 1 Lambri or mE dawn hdnMn aTo* dlhnrlt ra %rldumnr, s RleHa eaaRllrn tlpeaYMtlnn 1-06.9>32q brLtlilanW 1ladrrmdlb, awns F B4]aA�fDlill fIF-I7NaxF oFla IreNrMt+Ha �M aI1. err O NLTaAOr�MrasTA1L PUBLIC WORKS RMCTA MIJLAR PRAa11M 6`11 PLAN - BU's 4 DEPARTMENT wutcrr BaaB ru W"r ` Al r.Cl1Fl- 210. hnr+ 100 H DI PUN -- 104.1 PUSMb WORKS CI RUNT CglaalsnTO IDRIVINWAY r"P leve: DS 0> PAR4M1'NT ENTRANCE - TYIPS ii.., r Blore 11m lrmrn, WWII Wpdn Adminhu.tcr Ter lip �Nmaoraa•pltrw XXVAR T- I . laT71Nr I aa1LT+•r1t1w11 aknT aeTA1L BGG IIaS 1 IrsrJTsi 1. PImME baa 11710 h IhegraY khtA a•a,r7ldlaaly111Nd Tdrn M itwg inlR fa rw Leaaaen d hdideMn llah 40�� n 721 encore nnaldrt raruYdudla 1leafrwla R. MW to BANS" spashni rt M.13M for oddorw "RukedeAY, IL Y NraOa alta rArr lPrll7rd. vpnrd ¢lWlr rade hr .eprd aHh lgrldrrd trrrla In the lreNnll vagi, qWr er fFm,Wr. nnad =1111 nor ha IamLtad vltinaamaadL Lie when amt Sleet mead mrha. PUBLIC WORKS RMCT4udDULAR a' PW y 110410 t DEPARTbMxT VAMMJD GRATE MARCH BOOS .�,I [ti.d res -... w oro coq r k WFINNI 1k�prp�e1p Nd�q�� 1'-90 .WIi h lN'lar� F A.1aa.n.r.. ea am! ON a 7 'V. rTM'ra� ! aeRPer ir.I�ed11 Idkndan awPnai • A •/1.ir 7F 17.w1tl un•1r r ,nr.,nwrm A. LAdd fd 1~ml NO FYI avlie Iter IYdYIIFM + •� y°I' FM Rae IIOTE)k I. RDAh ILYrwnnrlhwI h RY'bTrrdp FYmlrnpundr hru•eha. A DI17pmtbrditrurhladb10%rut diri r/rmly ow 010. h11tl■Rpeft e•1 A. Hr L on 11E bw EndImpwdmn d Trareh"Y rvl•ry rrwlnlrakmdtlr ro•drd rAaCa'RAPYaA ladpp �r 1Pd 7r h1•W1 WWh W&W hominy mlpprM am Ip rr. appir/• '11p Pia vPaad h• ea awl arnahaaAal. kdlp Thlnahwnm•aMp wlEhlhd h1l }I.C.�iP. �IVIplrRlq.11rwlel A Twmah alan, rdr aetAllR la'S1a91111-e• Mw kdtn, Timmer h M HaMr uawl deem d ml man WIff AlYdrdlppolsp7r-r, r1YlP1Y: Role of hePpYTrIlan 1'p.rfes!st 141•sA1dk L eves• ArImLld7dl0aan ahulnatlwvNdhlselra�mwwa 1. On Vaddr1 Ifift Yl W REAM RPr Y 2mmW nrdPnsl9e WSOO1* A6L4inApr W01drla7 brihrmaiEw2poloub . Rod Pipe NOrEa I. :%u ]pm nllneaOff. e•1W pInIHItepr 90 In lnrr+/lli+aw Pr PPl W'drL11rn In Ifrdnn a nada Nb•a aeN afl6lhMl. 1. Air MINE! AulTaaum Maw OP'"•noll la b InrWildln r7mrlrml rRldrtan A. 3 oanella PAu vlh dylWdlWRamrreNlhtla Ifrpklatlln Hlala111Ae 11aler�AA 4. aromY Pier, pYn or Mtll 1!2%11 nlrllalr7A 71111 k■ ImlWda[ell drepFA L O,D,tiraµd Melt mtfRllYmdlridyppvW vn. krlpindOp-enh Tladnwwlanrdwwnn O.O. rAth T mannan rlla be DAL d MI O.O mWJa 5: It IW11a1 Pett! llvl hI LANE. ' IW'TIIrtlWYr]m12'111ftlB�lhlYdltlapinrawah !r•. aF-L'krdlrrlr7PM�11p d.1P wtllplro a.rEr Ten 1p`. ®Earka Rr`add WAnd In 7Ar how Wm Intl mmP19liYrls ee& Ilmdom". ® IAltlal Bt;r-O npa fflBODTMPwAkt ralA77ldrpedlRlRnnx} MISS �J .r enTv'rxprlr ,j 12' to 24' 14AY wMv w tow Aar612 r` m�1�Mcosramn .�.�� ,�■1 ���yW�� REteS.9t a.amw••• P[L-Wes O iA Q[iie.•u�i[ii rico p"LA11n� '1 n' >4 rnnvers.....cr1..A _ 1+'n+ rtxe..ok per^. a,u•.w e.µw,ryanse; _ R ', 49'mT4T' nrtl Toa' m ,ore' 48 N I Q � � ` Al r.Cl1Fl- 210. hnr+ 100 H DI PUN -- 104.1 PUSMb WORKS CI RUNT CglaalsnTO IDRIVINWAY r"P leve: DS 0> PAR4M1'NT ENTRANCE - TYIPS ii.., r Blore 11m lrmrn, WWII Wpdn Adminhu.tcr Ter lip �Nmaoraa•pltrw XXVAR T- I . laT71Nr I aa1LT+•r1t1w11 aknT aeTA1L BGG IIaS 1 IrsrJTsi 1. PImME baa 11710 h IhegraY khtA a•a,r7ldlaaly111Nd Tdrn M itwg inlR fa rw Leaaaen d hdideMn llah 40�� n 721 encore nnaldrt raruYdudla 1leafrwla R. MW to BANS" spashni rt M.13M for oddorw "RukedeAY, IL Y NraOa alta rArr lPrll7rd. vpnrd ¢lWlr rade hr .eprd aHh lgrldrrd trrrla In the lreNnll vagi, qWr er fFm,Wr. nnad =1111 nor ha IamLtad vltinaamaadL Lie when amt Sleet mead mrha. PUBLIC WORKS RMCT4udDULAR a' PW y 110410 t DEPARTbMxT VAMMJD GRATE MARCH BOOS .�,I [ti.d res -... w oro coq r k WFINNI 1k�prp�e1p Nd�q�� 1'-90 .WIi h lN'lar� F A.1aa.n.r.. ea am! ON a 7 'V. rTM'ra� ! aeRPer ir.I�ed11 Idkndan awPnai • A •/1.ir 7F 17.w1tl un•1r r ,nr.,nwrm A. LAdd fd 1~ml NO FYI avlie Iter IYdYIIFM + •� y°I' FM Rae IIOTE)k I. RDAh ILYrwnnrlhwI h RY'bTrrdp FYmlrnpundr hru•eha. A DI17pmtbrditrurhladb10%rut diri r/rmly ow 010. h11tl■Rpeft e•1 A. Hr L on 11E bw EndImpwdmn d Trareh"Y rvl•ry rrwlnlrakmdtlr ro•drd rAaCa'RAPYaA ladpp �r 1Pd 7r h1•W1 WWh W&W hominy mlpprM am Ip rr. appir/• '11p Pia vPaad h• ea awl arnahaaAal. kdlp Thlnahwnm•aMp wlEhlhd h1l }I.C.�iP. �IVIplrRlq.11rwlel A Twmah alan, rdr aetAllR la'S1a91111-e• Mw kdtn, Timmer h M HaMr uawl deem d ml man WIff AlYdrdlppolsp7r-r, r1YlP1Y: Role of hePpYTrIlan 1'p.rfes!st 141•sA1dk L eves• ArImLld7dl0aan ahulnatlwvNdhlselra�mwwa 1. On Vaddr1 Ifift Yl W REAM RPr Y 2mmW nrdPnsl9e WSOO1* A6L4inApr W01drla7 brihrmaiEw2poloub . Rod Pipe NOrEa I. :%u ]pm nllneaOff. e•1W pInIHItepr 90 In lnrr+/lli+aw Pr PPl W'drL11rn In Ifrdnn a nada Nb•a aeN afl6lhMl. 1. Air MINE! AulTaaum Maw OP'"•noll la b InrWildln r7mrlrml rRldrtan A. 3 oanella PAu vlh dylWdlWRamrreNlhtla Ifrpklatlln Hlala111Ae 11aler�AA 4. aromY Pier, pYn or Mtll 1!2%11 nlrllalr7A 71111 k■ ImlWda[ell drepFA L O,D,tiraµd Melt mtfRllYmdlridyppvW vn. krlpindOp-enh Tladnwwlanrdwwnn O.O. rAth T mannan rlla be DAL d MI O.O mWJa 5: It IW11a1 Pett! llvl hI LANE. ' IW'TIIrtlWYr]m12'111ftlB�lhlYdltlapinrawah !r•. aF-L'krdlrrlr7PM�11p d.1P wtllplro a.rEr Ten 1p`. ®Earka Rr`add WAnd In 7Ar how Wm Intl mmP19liYrls ee& Ilmdom". ® IAltlal Bt;r-O npa fflBODTMPwAkt ralA77ldrpedlRlRnnx} MISS 111111 IA, alae. LrdRam D m%ftrplpe aar%. LCPE. ZMP (Mm"I 12' to 24' 12' w tow Aar612 1wto IV 48, motm Only hPl1l lrtow 12, 49'mT4T' nrtl Toa' m ,ore' 48 4 PUBLIC WORD PIPs COMPACTION a' R" - Ito DEPkalrXeNT DWISM AND MACICPILL WARCH ODDS z 0 Cn LU Of W Q U� IL J C) C) 5 W z o - ° J W m ONN C� N I Q � � � M L.L O M z� O LU z (D -j U z N o W Z 2 pw CC Q w L Q� LU 0 z L z~LU w Iz O U LU o LU O 0- 7 7 0 U 7 U ¢ 0 cj� LL U� LU J C) C) z o - ° J W m N I Q � � � M O M U U C:) (6 L 00 ti Q CIO 't ` � L U 5 Lk? C/) 6 r9 LO > C.O O 1 N m .4 X STAMP NOT VALID UNLESS SIGNED AND DATED z �0 V z 2 i 0 H z LU iY LL O U JOB NUMBER RADX-001 SHEET NUMBER 40F 6 SEC. 30, TWP. 23N, RGE. 5E W.M. m 'p� oBBgg�� 000 � �p� oBBgg�� 07700 _ r RA TCH OF FENCE IwD/SREFAIR'- - - I I I �p�los ogg��0�s0 -rpm.8899210,300 TFINo0 6992100X3100 YFIHo0 899210 320 Tpm e s s gg21 0330 ,rpm -88992103,40 12" CMP CULVERT lE SE. END=199.25' W/ TRASH RACK I \ _ / \ I \ \ \ \ .` �pq' SOA \ I I ` / / / 6 "OA 12 O 1000.00' t30" / 43. N89°40'tS3"W 10 6"OA l0"OA c 2 ST "•o \� ♦ �� -208 ZOa�6FNC. \_ \ b amu' 7 N co T CONT v f0 OA f0"OA 7 p 9co " Q �7 2 0 o o q2q \� \ m 8-:r er d. °o O N �� �, 2iM 8"oA -8>'OA o,2" \ O <r v h uROCK \ 01' d \ 176 8"OA 8"OA 8"OA o 9f0"O,1 ^ "M ` y l � FIZDLACE l 10"M 3 07c3 0 N cs� �p �6 �� g6B"OA 12"OA \ 07 , 20OT 2 r A 1 � 12"OA 1 "OA `.^'8"OA \ \ 1 O ��\ \ RxR TIES �Oco N 9 O o w w w w C"01 o cP O 8"OA , 12"OA 10 OA 12"OA `12 M N ^ 0,. 6� O O S! N N N 7J c4 \ 1 4 6"OA 8"OA 1�r ,! -04'- 10-m Oq \ Q1 I 8"M 10 N I \ \ `\ \ Q Zp I \ \ ` \ 4� Jio"oA \ I 4"L1 's"oA i,'1 R 1 O i \ \ \, \� \ \\ ` \ \ i / 26 -CO \, o \\ \ \ I OU / \ I I \ \7 \ 1 A {� \ I 30C IA A6 �00 220 w W w w W W v �✓9"oq \ \ SHED (� EXISTING SEPTIC SYSTEM 1Ri 1 a" �14� \ 12"M l l / o ti ' EXIST. SIDE SEWER I / \ I \ 6 M\ \ _ _ _ _ _ _ BlG /apCK I 6"c 2 4 36 M 12"M i o {"� \` I \ I I SERVING 3112 TO BE ABANDONED" 1 \ (`� / / ACA5 Pt CONNECTION TO i :. I 1 N i°s"Mfg �0 M \� '� _— \ CONNECT EXIST. HOUSE 4 2 I ` 6 A r l E . PER KING COUNTY DEPT. OF HEALTH p moo � - o I \ OA SANITARY SEWER ,:..::: 8Q 4 a„c [ 2:-, \ I TALBOT RD. TO REMAINav 2 STORY WOOD IA 011 -?L fEh 6 � j 10 A I LAWN i 'I i i BUILDING & S T_ Tr LAwN rn 12/4f _ TO NEW SSCO-2 REQUIREMENTS ` \ pY \ � I � i I BASEMENT - I I I I\ FFE=153.29' LA '!`^N. ND+153. \' \ �\ \\ 1,64"MM \ \ �' 0 -OA I\ �,/ I I�, 1 ✓ I \\ r a� \ \ I CW I I _OP T �aP oT� ` °e OLS= FH ASSEMBLY P- aP or - — SEM =1— oP-Io (iA / IG S� S GAS ., ;.� — G 3 AS..' . ` .;'GAS '�� - GAS— GG!\$+ ,. �GAS.= GAS—GAS GAS GAS G r GAS • •� .,���'. y o / GRAVE DRIV€WAY ,T s.T• o 4. f0rj_... � �lllvf :..6-$FNC .�.�� S2 / 1 %:. ;:'”. ' .' cb „• i', , ::'':'? o -- ,,:. ti ^o QD ^o r^ j 1 "•::; .`�' i� 7 i YARD DRAIN 4" CONC. CULVERT ti \ CUL VERT / > RIM = 173.54 ` lE E. END=151.11' IE NW. END=153.56' / lE 4"FLEX OUT W.=172.69' �o NO SE. END FOUND Y /� \ �4og�10?,, \ O���e�o I oo o a \\ 6 BFNC I( H PlumI 'ga�£)'))ff X00 LL 1 AS — GAS I 1 1,q, -.q,, n i \A/ �I \ II -rpm.swgg7om 0 STA: 0+08 OFFSET: -3.0' Lo CONNECT TO EXIST. 8" DI W/, SSMH 7535 - - 1-8" DI FL TEE RIM = 173.20' 3-8" FL X MJ GV 1E 8"PVC. IN E.=166.28' 8" DI SPOOLS, LENGTH AS REQ'D lE 6"PVC. IN NW.=166.75' 1 -THRUST BLOCK /E 8"PVC. OUT S.=166.06' T ++ 00 N U OZ 40 1 20 40 81 r_ 175 m y 170- O Z 165- T W J W t ^ �Z 1 10"C i0 - tt �2 . �� I ♦ 4 Hf co 0 8"0A I 2 STORY WOOD 1 12" /(� 1 j'4f ( 6 I^- I BUILDING 1 1\ ! %) ` I t�.Yi 28 Lf 16"COT �\ \ 8 Qq s M . 6 8� o s M c� 20"M \ \ 1 _ i 8"oA —%A s"oA �, ` \ \ ♦• 6 M N 6 / o--oT-28 M --=oT crrr - \\ 8�A \ \ 6 MM ` r 10 /lf 634 / ^� sf GAS — G /8�0 "OA�\\ lO M A AS �� S G S•�� G AS G = 12 OA AS ... �.: ' AS / � Q 6 OA 8 A \ \ .147 LF 6 GRAVEL DRIVEWAY- .»-=�� "�— 10 OA - 8 O a. A / —T v " _ 1 CJ. � o 3 — \�..1 f'GAT 30 M O 6� o \ � 4 10' c9 `O 41H 17F _ T ^ 8"OA 12 A N N O LJ T -BAR POSTS �8' `T80 ^ 184— —186 — _ _ _ x'81 1 6' } SSCO-1 D��X RE=174.25 1 �� 0)� ° o oQo BUILDING ^ ; � I �� III I I GRAVEL PATH 1 BUILDING I �� &� �III ���� I �I �G�� I ��I�Q �I WIBRICK EDGE i O��'� I� ���5% �0�� ° �r �► �� i L=� I I 1 15N@[6-@ " EP: 2+06.35 180 Lo J �O p W 0 cl� z � 0c0 Q J T ++ 00 N U OZ LU 0 Q EXISTING GROUN 1. 101 II Z (D _j P II II `- o W Z 2LLJ PVI STA: 0+64.46 LU ELEV=173.81 CONNECT TO EXIST 0(f ji Lu K=8.84 LU =15.00 Cfl It (9 LO iLi I (j) z LU J 7 (y) Cfl 0) 00 LU 7 0 7U Q 7 S U 7 Cfl (7 r CO APPROX. LOCATION ti O II o 11 EX. WATER Q Q 18 LU LU J � J ~ (19 r_ 175 m y 170- O Z 165- T W J W t ^ �Z 1 10"C i0 - tt �2 . �� I ♦ 4 Hf co 0 8"0A I 2 STORY WOOD 1 12" /(� 1 j'4f ( 6 I^- I BUILDING 1 1\ ! %) ` I t�.Yi 28 Lf 16"COT �\ \ 8 Qq s M . 6 8� o s M c� 20"M \ \ 1 _ i 8"oA —%A s"oA �, ` \ \ ♦• 6 M N 6 / o--oT-28 M --=oT crrr - \\ 8�A \ \ 6 MM ` r 10 /lf 634 / ^� sf GAS — G /8�0 "OA�\\ lO M A AS �� S G S•�� G AS G = 12 OA AS ... �.: ' AS / � Q 6 OA 8 A \ \ .147 LF 6 GRAVEL DRIVEWAY- .»-=�� "�— 10 OA - 8 O a. A / —T v " _ 1 CJ. � o 3 — \�..1 f'GAT 30 M O 6� o \ � 4 10' c9 `O 41H 17F _ T ^ 8"OA 12 A N N O LJ T -BAR POSTS �8' `T80 ^ 184— —186 — _ _ _ x'81 1 6' } SSCO-1 D��X RE=174.25 1 �� 0)� ° o oQo BUILDING ^ ; � I �� III I I GRAVEL PATH 1 BUILDING I �� &� �III ���� I �I �G�� I ��I�Q �I WIBRICK EDGE i O��'� I� ���5% �0�� ° �r �► �� i L=� I I 1 15N@[6-@ " EP: 2+06.35 180 0+00 0+50 1+ - 00 1 +50 2+N06 SCALE: 1" = 40' HORIZ. 1" = 10' VERT. PROFILE - A 175 170 165 8' PVC IE 12'Z IE 12' GUP I£ CONNECT TO EXIST 8 -INCH SS PER CITY REQUIREMENTS 6003 8" CPP 1E 168.65 (NW) 12" CMP 1E 168.39 (NE) 12" CMP 1E 168.37 (SW) .32ND PL. P - -HOLE IN CURB �O 12"PLUM /E l y�f �J188.62' — 12"CMP IN E.=184.93' 127CMP OUT W.=184.76' IE 8"PVC IN N.=185.15'- 4Adl%rlhV PE '11001 I (D I TYPE 2 WETLAND W A�A3 o -ACA o ` \ w w Z 26"C v _ 471- �� Know what's below. Call before you dig. LU Q Za a a aaa aaaaa U U J �O p W 0 cl� z � 0c0 Q J U U OZ LU 0 Q r\ 1. /0 2.2 ° Z (D _j z 118'-8"DI `- o W Z 2LLJ 130 LF6"SS@2.69% Iii CONNECT TO EXIST LU 8 -INCH SS LU 0+00 0+50 1+ - 00 1 +50 2+N06 SCALE: 1" = 40' HORIZ. 1" = 10' VERT. PROFILE - A 175 170 165 8' PVC IE 12'Z IE 12' GUP I£ CONNECT TO EXIST 8 -INCH SS PER CITY REQUIREMENTS 6003 8" CPP 1E 168.65 (NW) 12" CMP 1E 168.39 (NE) 12" CMP 1E 168.37 (SW) .32ND PL. P - -HOLE IN CURB �O 12"PLUM /E l y�f �J188.62' — 12"CMP IN E.=184.93' 127CMP OUT W.=184.76' IE 8"PVC IN N.=185.15'- 4Adl%rlhV PE '11001 I (D I TYPE 2 WETLAND W A�A3 o -ACA o ` \ w w Z 26"C v _ 471- �� Know what's below. Call before you dig. LU Q Za a a aaa aaaaa � Uj J �O p rJ 0 cl� z � o m Q J U U OZ LU N r Q r\ M Z (D _j z N `- o W Z 2LLJ p Iii LU LU O U ::c iLi I (j) z LU J 7 2' 7 d 7 LU 7 0 7U Q 7 S U 7 Q 3 IX LL Uj J_ LL O cce Q_ Q z Q z Q CL I— Q z Uj Q LLJ Q z U UA J �O p rJ z � o m Q J U O _ N r Q M O M U O (o co L 07 ti Q O W L (n CO LO > 'T Co N 1 00 �t J J U O U) .5 Q C a� E 0- 0 O (D 0 c co J Z O z LU O U 'A 38342 � ' �0.� ��GI STEg�'9 •�y�,'W STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBERRADX-001 SHEET NUMBER 50F 6 SEC. 30, TWP. 23N, RGE. 5E W.M. Nb Utility Specifications Utility Specifimbons DIOL ESSEX MAIN ?^!Sanf3ery Sewer Wates and Spufilcations W (SEE NOTE 7) LIMITS OF PIPE LONE prEnrm w �� � ••-'•"' ._.._..- ,.� PDR THESE NOTES SHALL APPEAR ON PROMM7S THE WASTEWATER UTILITY, z O 0., 6• a711aR aWD! IERee PYWeE Y BIOS 1. AI work and work material ahs 11 be in conformance with the of ndards end apedNoetlame � 7'L r 9ILe Li^29 Parr rmm I of the City of Renton PRrnirWBANng/Pubkc Via rks Dapsrtmart and the lefet edition 12. DetJm for VerklCMl Central shell be P�rkh AmsrlcSn Verti>7RI Dmbum 1858 Maters, sued Tar 6EfJQING MATERIAL FDR SANITARY SEWER PIPE MAIN TEE x e T,or r aYP UMTS Nm 71E VNLHO "SEW' W 11111 1.10 w r ��, LL AN➢ TN11L I +"'""� T+e eR +e of the WSDOT/APWA $tMldarda end Speclfleetians, a9 approved end modified by the Renton In tha Renton Standard Rana & SIDWflutlans. Aida? Horizontal Contra shell be North American Dabrn 19MI1991 Meters Laken otlhervAm approved by the City of Renton Pul Warks Department. Reference benchmark and Of Lu (SEE NOTE 3) OA. OF PIPE ` exTENma TO TT Tor OF CUA Mal approved piers ahveb�ni en TIOt>d an the lane. I shell be kapt on site at all tinea during cDmekrurction. P FOUNDATION LEVEL I rx. xe" SURFACE cLEAwour WITH cAsr w:a, RING el,D co,,mL Z. The hears of work In the etraet right of way seise be �r City epaclTlaatlans an weekdays 13. Al dleturbad arna9 shall be seed�J end muk�red or attlerwiee ltablhled � the o 6K I CWT JMAM won WORKS PAOOLOT 1e, 4oJe7502 OR union ash wtma epMwA d 1n wrAing by the Plenning/Lildirg/Public Wade bepertment. stipfecgon of the bepsrtrrent ibr the prevention of an -site sroft after the CompIII oa a a a a a a a a a a XPROVED E005L RECIFT'IENEe ON UO} "Paul 4MI PM INLTA IAnA A approved traffic central plan must be obtained prior to be ilnning any wartswllhln of construction• publlcnightofway, SEDDINJ3 FOR SANITARY SEWER PIPE � 14. All plea and appurtenances shall 6a laid on a ProperW Prepared faundailan In 3. AI editors of ankting utlkltiss drawn arm mpproxI mstm and it shall be tie contra tars acmr'dmnn with tee Mftndards and zpedf cffdcns of the City of Its ito respondb111t1 bD VarIfY the true and corraol location so as to avold damage a PlanningtBullding/Publlc Worlds Dope tI.aht and the latest adift of the WSDOVAPWA SpedlficadOns, RsrrGon IL PUS "NOTICE O1.9AN-0INr ADAPTM Neo A PLUC LCR APPRII57C SADIAy disturbance, Standards and as approved and modified by the Cly of In the W N Rgrkn Standard Pains BL SpecNlaaterls. This OalI include nereSEary leveing of the � s� " -n 4, A prascrstruatlan comforemoe and a 24 hour notice shall be required prior to darting tam branch baa the tap of the foundation merterial, as wall an placement and O L naw construction. R shall be the contractor's responsibility bD mune al necessary cempmcben of required bedding mutorlml, to uniform grsdo Me that ft ontlre length of IY Z L ruruRe A' sDE SEWER a sENE1 s u9 a>rL-xa• wr parrnb prior to starting co nstrLN�lan. (Im pactlon will be eccompislud by a the pi pa will be supported an a uniformly dente, unyleldlng hose. Pipe bedding shell be LU 1. PAMM LINFOR4 TUPIAMT UNDER BARREL. onus R / o+aR represerrleClve of the C1W Df Renton.) it shall be the mnbactorS rEeponelbilTly, m notify pas greval tf lncha above end below funs peps. Z Z Q o 0 • HAND TAMP UNDER KAUA011EL 8CPB11 TWIN on N r Tar the Publls W eke irgftor 24 haus In edvsnce of bacldllimg ell co nate ut'bn. C3 J Z N o 15, 5anitary sewer pipe aheII be palyvinyl chie rlde (PVC) rubber gaskded ASTM D 3DMr �0- W Q 2 CI- A COLPACT BrDD1N0 LPATERIAL TO BSN MAx. CIMTV EXCEPT pRLCTLY OVER PIPE. NANO TAMP +�'T� P��IrfriF4R coHuccmr,s. m 1eeRT1Nc seuvP uaNN S. 'Contractor is aW* respomilble fax the means, methods end sequences of to ab ctian SDR 35, or ductile iron dans 5f1, unless othorwlse approved by the Wastewater Uti11ty. LU Z o � Liz ONLY, 9111E SF++ti+ L M7rUR■ ILA" MAIO - CDT N A NEW PMd'Wr LIS0'STR01,9-BACK' R�dD& O PLINCS (rMNOO OR APPROVED EgUAL3. a� f$ � ss�Y of workers and atrnara an the corratructlon alts. 15. In hale to 51,dla 12 Inches Q � ~ LU LU Z � Y � ¢ iY � 4. PIPE a'I'BTALLATIaN W ALU_ 13C PLR U=IQN 7-01 OF THE LIMmproved arses, min aJeard mlNmum and mulmum z STAAIQAND SPaCIF)CATIiW6 a EaeRT 1e PAIN - OUT N A NEW PW "TEE" LSIND 'tlWC b LAc4n FLRJ11gLL DWPUNC5 IFERNCD OR AP -ROVED awAU. 5 It shall the respanaiblk�r of the iDnbactrmr t1 obtain street use end army other related above flnieh�l grade or moat have minimum 2' dielneter centrale Nrrg poured at grade. Z p U o LU Z LU IL PIPE TORE MATERIAL SHALL BE PER SECTION 9-03179[3]' C. PY0 III GNO M AIATN - CUT IN NMP TO ULaFO Nolo COUPUTAN OR CONa-DRLLC WITH A ROI wAuCut permits priartD any constrvctian. In paned area, cam musk stpe in ell directions to match paving. O 12� 7 LU Q 2 Q Q CII W 114E STAIAAW SPEGFICAIIONS OR PEA a1AVEL- CCA ARPRDI C01I013. 7 0- 7 0 7 U 7 U 7 0 LL L PIPE 15! BE m IN aUCH A MANNER A3 TO LNti11HE FLaVi D. DWRILS FON NO - CORE-DALED WITH A MAC 54MLS (CA APPPIO ED MJAI] 7. Plena sppnwad by the Chir of Nanton, Pubik Worls Department Shall take prandsno@ MAINTAINED. LINE IS MAINTAINED. ALL tlG/�mON$ TO MANHOL0 SHALL OE AT MANUFACTURED xNr>h OOL'T9 01 THE STRLIVWRC E- MANHOLE CONNECT40N - e1ALL aE DtrtO-prelL�, aver all other plans. 7. 7RMC4 WOW SMALL ME PFA NOTION 2-18,4 OF VT STANDARD SPECIFICA1TbN5. S. A oWof these approved plena must be on the job off who mover ccnatngUon is 1n ✓ Pmg� O 3wo PS Nes N CONCRETE � 9. The contreftr shell provIde the Cty of Banton wlh an al'bufl draaWrTg of the son III ry awer symm, Mich has ban am and signed by a licensed profam rmI angi row UE e H 14o a or Illxnsed professions surveyor. z +' tm X0R1 r" 10. EsdcfilI shall be placed equally, an bath aides of the pipe 1n layers wRh a lease everege :r" WLISA Limn+ 116111depth Df 51rnchet, maxdmum depth of B inches, thoroughly tamping each lays to 95 U) percent of rraKlmum density. These compacted Layers must extend lar ane pipe Q OF OHM4 rAPI�s- jw6mwj dlamahr an ash tido Cf time ppw ar to lf+e aide of the tranah. Metarlals to mnpleb the 111 aver Alpe shall be time same as described, (n NM'L'HLE55 9TIm7tY� 6F0NN 011 PLAN. 90C THENEN SHALL MME A IeU1N a5' COy� AT PRGppiy LINL DR i• lir UMWR THAN 'P4L sEsr Hom ELEVATox wird fim w LOPE J. L.Opan CA rood crovainga for utllity brandies an aeating traveled rasbvrey shall be bacldlll� with auShed rock and machnnicelly compacted unlsn athsWas approved by PUBLIC -ls UEPARTM€NT PIPE 6EppING 5M. PIAN -406 ,_•.E� PuaLlcwoRKs � STANDARD SIDE SEWER INSTALLATION D. PLAN -406.1 " FOR SANITARY SEWERS a DEPARTMENT (SEWER MAIN TO PROPERTY LINE) tit !^ vJ J LU •21STDO 1AI LAE I P -AV V[ -4V �' FIN AYDRANT SFAA 11 OWr -TYPE EQUAL TO 1'JITA P-3110 01 "MAPRENSIO4 TYPE SUCH AS CLOW MEDALLION; W it H a4I, NUEIER 31.NE1 CENTURION 400, Are WATEMUS PAGER 91H I� MEOFAHIOAL JO NT iM"ET MTH LUGS. 3-1�' YAWN VALVE OPEMAO, �N7 2-1/1'• I"4" PlA31C METER 910C EQUAL TO MD-BT4T-3 PLAST2, .1C. BCT BEAIES MCP 'J24 -1I e1H 1,15' THICK OUG11LE On rA7AR ION CIANIOM PLATE wVtl1 ANAL to NIC-StAMs �NLU IM N0 MBLEC_la4�R WTI iJ10ER LO AND r ONLLED HDL- RNAs Rri7 -OR V J v -CtrfAtl zr*XL HOE OCAIIED, NS .VAICK SAI TMISAOS, 4' ?UMPER OIYECTION CIY OFSEATTLE THREADS WTH A aThr ADA -TOR, i 173' SEATTF THREAD x 0' STOHL, AT -ACHED 1A7H 1'd' 3TAN-ESS -BRANT TAIC1gEM PIT Le LSE- DETAIL A-A; 1 lY .INYPR7VLD III OF �� •SWAY INSTALL "E"M SDN r' z m 3ENC 32-I/2' SEND 4a' BEND 3"3L CASE 1= /Y' PE DON OR3ATNO VU-. FIRE H TO IE PAIN -0 WITH "NO COA13 PP ?INT, .<RL7iACD.1WRLRe1VATIVE PtiAi PROPERTY LIKE IN TF 1E`' !ANO CO.SPEI TAILP.mt '1' GI`Uj i Has 5Ya&-lStld DTV ACRTL7 GABS, SAQRY Y01AWYNAL. PJW-ER CONNECTION TO FACE RD OR AS- BY •�, �% gC I I I 1:13F- ACLU WA TCA LIVC T PM'TTED RENTON FRE DEI-. FIR: 11'DiANT EliTEM3ION TO BE LSEO IF REgUIREO. FIK3H ORAE TOAD 2I"-?N;fkil�A9Y.FP 7tr WAT-R dam_ '= Y1:Ttl! 10 It D t 1 CAP CUR 1O TO 2C" IND B MACH OF CURB CR 12" BEHIhD BACK OF W NA ; SUPPLED 3v THE )j I. 01n 7yp>'THSOF M I� \\ - VOIT�AL CICDOIJA`0 FCR POLYPIDOPq TEE BEND j-� �T' �S13EWALK THAT l3 ADJACENT 70 CURB A3rl/e' Q CID D.RE MjNO -_5ACE ➢.N TIP nCTH 2'"AP L 2`PL VIE a[IN AIDE ➢.R SOT"➢.N OVE 1.N.D PLUG WITH 2' TAP L 2' MPOM1T N.DV-0F" TrRNd1ARY !LOCK THRUST ■DOC INMID ARCA N WAGE FEET LC A7 W 1111 NOYCIMTAL 4111 DCANNA10 AYTa4. IM30 � 00NFAOi 1NA7 D:INIII SKID it 9MAVEL 4AT5" K 5" STORE 9YD~PIECE MAST IRON VANE BON NITS LI10 Y7E COVER. MAL TO OLYMPC FOUNDRY C0. 7�1G' 8" T. 19 s- TO ESE PALS 1 LA S-ANCARD I' TOP SECTION W.TH MEMA.AR SASS 1YOAAM i. .'N sr TO NA7Q1 51 LA. IROY ' O CLT -1N !1H' 3rY FDL:CC SFLMFU W XNC, ROCK A1• I,TIDab'®IL AP Tl[ PUJO 4L • IEA7 TEE OM DL PWI i A • 2N7 Tei OAP aA PWD i e I WU.. E1rrAA310M ,AIA' AT SECTION LENOTH 10 RT. VALVE MU" E7CTEINSON a1 BACK OF SIDEWAL< AEI IEOJIRE7.F �- NATER YAIII 9EANOE VISE 117 HDUSE :STEE a aL INaTATK' .H DU .1LTJRE9H Q M GATE VA -V -r ITLKMJI F WLD SLEEVES 01J7 LTR 1}IMC COLFILOGL ORXOPLNJTIN738TRIP ST.AASO R 714-0V 3UJE REF-MVVrLLm K OOIFREa9UN OOJPLIPA LME] Yee`"ANL TEN'. LLONf-f!� S NN 111 H IE9T AAEwLIlYW '111 T N E6 117. 4k -e IN DOM FOR INIC 111 A, 7R DRCATM L70P DONti TO,70 TOIUE 0.• RASA MAIX TD Z eFOITTNtl VAIM Lai Jq' M4 CD4NJ'I MICMBS SLA' MIK IN 09APS11 . SERVICE UNE 'C YE�1 ^ � O 111111. HIMONT OF 1-111 1- 1rn . DA . BENTN 0• MOM MNrw-- B-Oac'NO '•' , .". � _ jl-21EIAAA33, OR MUELLER J 4-S-447/&-7 NTH ANGLE BALL VALVE ON INLET MID 111E HENNT OF 111RJYT IA7R OTr . 0.7. �I�e +fir + 91ND..L CF�K VALVC DA W TLLr DOW"AlON STOP RTF BA.L VI FORM Fand NMHMt SW -44-4µ400,, OR TA -010 THREAD [W}, AUM JDY- o - OR VJEL-KIs 1-131 z HIRINT S J t THRJST BLOC.N •':?F' VA V LVE TEE. R -H S" 11 1N0. S 7E OUTLET tl" DATE VALVE V. 9 MJJ AWWA C-60% RESILIENT SEAT [S/4N PiACC 3 '] 0.R AYMCOO.RAIA 4MIB Io TF 14.1 AYO WTLET iAT4 OJIpI JpNTt. SACLOCK NY7I011 (1 W"O'CO-f-A1 dl AY MODIONAIA 4121 N' -ET AYGE BALL VALVE AND SINII.E CH-OY VALVE ON OUTLET. AL_ I"r101 SHAL_ BE MTF QUACK DONT. LfJ CXBT1% 104101 Ni: N A i' IIUC r.0 RON-TE PPE. MAYS CLIENT UNEO, LEherH TO R" NOTE: LILL _ 13 4x,7/4" 0915 -TEN STEEL r E aO33 ALL METER EMS CIS-A.LED 1W"NIX CGIGIETE M RAVED ➢iIIVEWI SHALL M O ` IS' K 3•M 4" MIK NUM - 1 YARD OF 1-I/4' WASHED DRAIN A= COAC.ICT- B£ARAO if OAST-RLU EQUAL TO 1L`NPIC FOUNWARY ExPANEION AINT3 MLBH 3- INSTALLED ON FINAL Oi/CCR9, OETAI_ SONE SOOT F.ANCE, PLACE 9 MIL BLOM ENDER HYDIAYT 0-YETHY.ENE FILV AROUND TCP AND 910-M OF SO -H MOM- OF ME191 BOIL TRAVEL. I- Ift FIRE HYDRAN- ASSEMBLY A- t Tiurrmr earI�n 44. � IONNILI� IN w.AI Fir LEVEL ALL ORONO yy,, M.N 31 RAGDUSNO M N �' 1AOUM OR LL 7" 01A HOLE FOR OR (AJ ONiiC NE TIN .IEA01 DJCH.R!A.1 )[VICE ANO�1410MT•E70L I.T = _ I.T. a, NTCA ALL. TEYRWC, MEAN:NB IY PRYIIO, AIQ I1S TTJIL RERDYe 71 MR. rxK L I2W"FF L a111Ne0T I�II>ESL I, _OMnaA AND SLII2 O.1 1W1117NO 1011 .MPS IAN301 THAN WIZA M AND T4R 1P. TT.1CS 3FFMENT TFAK 111 2141 SE 30IRYIIIED BY TIE E1CIhE EL LTTE AN IICCN tl T T`1P 0AL I y__, I- W C] Vara ELOM, MN , L " LFD03 FINAL 2CMWrTON 7Y CTT FO�C13 L ALL e,DON.Ntl a1ALL BE POU.2M IN PLACE AOA.NIT JNC.Pr.11D H6 MMI MI S ALL -CUM TFNr BLOO41 IKAL- II IAORIL� Arne MN. I DAT. IMMUNE T13I a I 11" tONCIETE N O 3' CONCRETE PAO R'S C i6 C ^ O LL 00 94ALL 0" A-7111CO NOCK NAI INAOHIF NDrLAL OOLlC"M IMN71N. LL 1 4. ARMN NO HHAIL ME 00I IL 0-1A15. -- •.�...... ----- Q O L A011L Na AwLNr RITNN IHA..IEM AMI1li TFE aRGTm1 R -PVL 2llrAM AICA MIMMA NT BIIALL NOT MM 7R 01 IE1 DCL, MNT MOLTS ON OLIVER FILL NCTE: � N .41 MAIL! A009S?O I7LA AN,) pJNNM ]HAL rA7V.DlO� THE a1nER :1F 'YE HOLE MUST BE A" LEAS' I' FiOM C Lf� ExeT1No TATER LINE HYDRMT _CCAMN IN CUT CR F LL Hu°Ara TIGHTEN! AMA hh3TT 1HE 0104 I3EE OF MoMTHAANN � V C6 ONE RIS LO i Q O 1 + pDI;PART'liiENTB OLT IN-LINE TO14 70 WATER E >6 HREEE VALVES 117tr 7rLlti - eilD4� ZS pDI VARTliiENTB CgNCRETE BLOCKING FOR HORIZOVERTI AND DOWNWARD NDS fl'd tY]J11t - Sao + PUBLICWORKSSIRE alb. P7dN - ala l HYDRANT ASSEMBLY + - pDrPARTM WORK. Be AND 1" iNATER $ERVI>WE - aaD l r m N O Utility Specifications Utility Specifications Utility Specifications A A PAN Nf11V L U U r1A w WATlxPLAn aEAIeAAL aoTB ahntlllld Pan ntl soD Water Utility Notes end 5peclflcetlans Valves dull be designed for a mlNmim water operating pressure of �i3 pal. Sita Standard Rana & S lorim 7-11,9(11). The Inas 1n presage shall not 1 Ia'eed 5 psi �� BOx UD "'T'_yR L All W KAND MKnU§ MAIL IR w ACDDSnAN WUM Ts! uusSrmmonaFTMICm'9P WrON PLKCWMD valvae shall be Clow List 14, Mus liar Compeny NO, A233D or M R H. during the 2 hour test period• � _jVALVE J EATS IN DIRECTION OF 2" SQUARE FTANZZN SHIMP�LnolsAM3PIPRaysaenANDWE=IAPxumANOW2Plcfr1o1710114 EST MTM Aa THESE NOTES 9hiALLAPPEAR ON PRL1]ECTS PO THE WATER 1lTbRY, WI MAN AN) WOR) 32ERAIINO NUT AMENDED IIIIII'TH11011 OPAWTUL ANTOPOINAPPWV13PLAMMLL51�ATTHAJ191an7WN Maas UMLIRCN 9. Fra hydrants shall be Carey type (opening with the prossurs) or mmproislon type 19. All wstommins and sarylces ohs II be diWnfocind by the I, oxtlbm of a 5'0 ppm (minimum "WATER" CAST INTO I- NLNPaDYrM APMMMMLCIMCONFEREI TSHALLMEMILDPW1TOTlenX AlrUPCDNFRTHE=MKIDR ANDCwB19 RELSHALLe1 MFMrMAIMRSEDr ALLNI�aRyPeeIeRP 7CICONMLCTPDN. 1. All work mftftl shall be In conformance with the standards and apecIflCatlorl9 of the presre) coMarmhmg tDAWWA 0-502-H with a 5 inch mechanical (openhmyll agalrat su es 1 snrmentaion) rhlarInatwatler salLdon. Dry Calcium Hypachlorits shall NOT be placed C � O LE' MIY of Renton Pie nnIrWI Uiding/Public Warlm Dope rtmant and the Intent addlon of the joint hist and a mein vs Me opaning (MM.O.) of 3.1141nrlm, two 2.1/21noh hose nozzles the plpe n laid, Chlarins shall as materstAnjectsd In scxardsnce with Somn 7. ca W MAX.My 4" CONCREr: DOLLAR FOR , L A111 INS No LrIJU'dMANALLROAM WON= 31JMM =WWWtd LU=UrHVMIXAWM. 11HECONIAL MAMLL WSD071APWA Standards and 5pealilcatlars, in approved and mox1fled by the City of with National Standard Threads 7.112 threads per larch and One,4 inch pumper rattle 11.3(32)E or 7.1L,3t12jF of &* Standard Specifications referenced above. � > CIA. LE. VALVES IN PAVE AREAS - 4-1 CIA, NUN, THICKNESS CAILL 1.10642�i7DVEAaIF VTILRY L�ATroNP 1RD1naSlsa>We 1RUTRLTLaL, Rentan in the Renton Standard Rena & Specifications, A sit 011 pproved plana aha 11 be with the naw Eatt9e Pattern O threads per Inch!, 50 degrees V. Threads: outa�a _01/e VALVE kept an site at slI tlma duMmg corstructian, dimmetor of mile thread 4.575 and roat diameter 4,5255, Moments Shall have a L-1/4 23. A pro-corleftclan canfararax is rsgalred prbr to any construction. A minlmum of five Q SEE DETAIL 2 PIECE CAST ROV BOX, RICH -SEATTLE TYPEWiT1AIMWW L AUL MK NS 1JMMRTHE CONN1N.11CTIONUPWAflOS TaMWrIP DMeV®NTSMHAU w New ANDUNDAaaA01D,AND inch pentagon operstng nut opened by iuTl hunter clockwile I (5) warking do" nation is requil rod lbrschedulimg. OR OLYMP C FOUNDRY 1 " STEEL NOR ALL MKrMLSSHAULMAPPEN DINWWMiFfTHILRY9PREMN11=70BN1Y WAW buff 13N4 R2. The hours of work In the atra t right of way shall be Ilmlfd to 8:80 AM f 3;30 PM an N LEN65H AS REOLIRED wakdeya unlan otherwise approved in writing10. by too Public Warks bepertment at The two 1- 2 I W nth hoes r;�es shall tIa fitted with tact iron threaded caps with 21, Twarrly-four []4) Fm1Jra octets will be required prlDr to staring new construction, E 1 /9" MIN. THICKNESS 4, AU.WAIMMAIN r1111MATUMUN AUllltetiS JJMDDUCIUMONFg ,rrWMMCLAaaKMAWMCMAWC BE MASS DO As (425) *30.7901, The Police Do pert mord; Fme Department, and 911 ilial be orb 24 hours in edvence of any work 1n the right of way. operating nut of the some dagn and proportions eS the hydrant atem nut, Caps shall be fluid with auto bls map rare gaskets for posIblve water tightness under teat 22. It shall be the cafftroctoea in amnslbllrtr to Secure all n cessory permits prior to starpng 101L FIFI=711&NALL51 PU%1+0N ORM>!pLANIDa MW. Cher IM 0111 1UCTM010N PAPE FRTI11101 IIIII r "'-'.ALLMUCIL111ONPIP1AND caratu�lon' o 2-1/4' INSDE MEASUREMENT 2-1/4' DEPTH PER AUVAINWAN'OOM rRn SHALL 11 WRAPPED MIF1e.MLL1BACKMMTfP% POILTITMIMIN PLASTIC PDLAWWAC7pMTRNMM 3, AI locations of axiring utilities Shown arm aPip m odmate and It shall be time contraCtar*M pressures, reapanafbltlty to yea ify the true and correct Ietation loan m avoid damega ar 11. The 4 inch pumper nnaraie she be Mad with a � ads poor, 4 inch Seattle Thread x 5 23. Gnsf lletltan of corporate slaps, water seNilom, lines and meters shall rat be done until VALVE nPERA1\G MET J. NEMMIAACENMERMMI TOP FYATM MAN To ANNI ED SLUE mALLazael IMPI a VIDAMEMOF"MCMLese diftrbance, Par utility ICI oil49'haur locators IM -424-$5.53. inch Stan. Storz adapter shell beiarped arI sittrudad 601111 -78 alumlmum allay, all aMcm agraaments, maty appllutlarSS, cerlstruction pennT% and payment of Tea 0 SECTION A -A .9 TENS aN ANDA@IPS:HBMRPFEDMAR£TLSOP1a1NCHAWLARBIL MAMIUMCOVMPt7MWEPLTIRMW*AURNINMIL heTdGOaL snodhed, Threaded and portion she II have no kugaand two set screw 160 heva been made bD the City of Renton. TEE FROM OR THE I T IIAPPRDYeO BTTHECRYOP Rerlflli PlMWTO O1JrrRU kFa Ai OM PJll'TK EMINI UMCOA, TLBEPRaPLlOP7HlmYVkTEAIeANIHALLNxAblUITEDASNeCefBARYTDLLfIAatONFIlC7aANBTfl PAONOia11NINi1MC0LRR 4, Ana roved Traffic Control Plan R aired to be aub mitted at the P*Cor sbructlan degrees apart, Star f e to be metal, no goal to wafts Store cep to have 24, All connection to ul*mg mains is to ba esxom ON had by the L`Ity of Renton, except wet � C PpIEDe'L�PIOIJN1ALL1iDPZxCEIapfE•f1ALrarPPlMIAMIFA071MEftaaPAlrpaTlDNI'aR@�IOPNPEIJam. ALL711rPICH SAIMILLIMIALIL N ON PAC110TON PERCENT MAXMMDRY Krem#31111 11MIADOf7111 MONOPROCrflrLTor Testing. Synthetic mddad rubbe gedcei, arTd Ihell to itt�Ted to hydrant atdaptarwith 1,15In: h, coated, stal Mass stsel, aircraft oebla. tape, which may be made byapprv4vd wet tap contrecmra with prior approval from time J Ne7HOD(MOD) IN Sem mAATs, IWRDWBL►EMLOI�ROADiN1T PRaMAND DNveffiv�AkwW FM®maoBELamm S. Dmb1m far Vaeribd Ccnbd shall be North American Verdo I Datum 1985 Mates, and for Public Works Depsdnnerlt All Income" axcevabon and main rials are to ba suIppkied by 0110d. ALL MIS MNacoMPAIC IONBHWLatl1MOIL HDrfiontaI Control shall be North American Ditum 1953/1991 Motors unless otherwise 12, Fire hydrant, shall be palmed with two amaze of pal mt. Praservativa palm number 43- the contractor and ba anI prior In City mot}llaitlara ' 1L approved by the City of Renton Public Works Department Re%alas benchunerk end 555 as" yellaw or appraved equal, lz VALVE OPERATION NJ' ExTENSION NOTE: YA L ioPLCllllluacPrN@roaWiLTLaIMAIKaaHALLiIDBI@AIm,Il16TALEaDANOPoullaow Pu�DEPHAxoRDaNamlBrHcarOIP deyetlOria ire Ted an the plarE. 25, � ped1w Wil be accomplished by a represent l of the city of Renton, R ohm be E ExTEN3 ONS ARE REQLI 7 WHEN VALVE HllT RE T ERUM iTANDAIODITA AMBIPCMMMIMAMAK MIMTALM ATALLVMP=.MDKMINDArtALBIanSNrriles ANDLUiOFKVM)ri MaekUMORNAMAl PROMXMfr URFAUIIMaNALLMBOFIA CM&KBMADtI M70 is be lend 13. ftmpor commotion to fits raadway assembly. the contrector's mospormlblllty to rmtlryv Development Sorvk'JM two ngrfou r (24) ham In edMarICe of baekh lig al tOmetrL,xtion. The contractor, ea well a the nears, shall , VCR- THAN 71WEE [RE FEET BEALV F NISH iB ORAD E. EXTENSIONS ARE TO BE A N, °DN LB, 5 AN watermsin pipe to cement ductile Iron pipe cant to and 0111 or latent ravIslon, thlcknm Clam 5Z Co art marts r liming end Sal costing IA. Firs hydrants shall be indeed par city of Rantan Standard Dotal I for firs hydro nt:, keep m -built drawings. MINIMUM [X' CINE (17 FOOT LOVO. ONLY CAE wnOT, EXTENSION TO BE SEO PER VALVE, WHITE POST 7. AU.NaMVWATEII NWNh1PMANDPR A SN4ALLLWIAM M NINE MR THBBLETHTFDLM PM-MBI1H M AHS MDMLTn,ANeTaL'IIO. CLLMME,P1ra0UMAND PUmmTTWJMA AILnL 0= IM 0AND 12=THI IU"DMONWAtm10F Ier MUnLRYINW LTe16 THI OBNIINCTF,7LaFNLLSUPPLr11WriV1Ar10RAMWIPLU�, shall conform toAWWAC104 ar latest revision. Pipe Plnlatoe pus be or madnniaal jalrrL lWdTng to be Can C. All ducah Iran peps and flttinga dh@II be polyethylons latent revision. 25. Conw-LT1f tractor to provide plugs and temporary bkaearemblla for testing and purity � J. J• •¢�. 0 WA Al EXTENSIONS ARE TO BE MAGE f e2' CORF0MAYON27D111%&* �FFANE1 UMAN07HRLA WBIANPf11C MFDRTPB1IMMMXWFT tC4•GrM 90 wrapped per ANSI/AWWACIO5/A21,343 Standards. 154 All wstemulns LO indorse and amsI her to mal maln a minlmurn sorer of 35 moles below flniahgrede. AllwalsrmelniZlneheaalld largerahlell beats acosptance prior to final tie-in. �. OF OF S OF STEEL, SIZED AS NOTED, AV7 PAINTED WITH TWO COA-S OF 11E74kL PAINT. CONNIP III *]ALLRMAplaiPWredLTHIJNEWUMORBEPWODaTHENEwwtrTAPYWLVETDANMMTM11ANL1ML TNIE NSW PAN HAS SM MMU49eaal>, DM FKTME FIlAI104AIM MM SIM PMJUAID KWTIUML 7. Lust Iron and ductile Iron f Itbro shall be Cement lined, prei ne raft as noted on minlnWlmof45ilches below flnlah grade. Wham utilly Conflicts occur, watormafns are to be lowered to our. 27. All joint raatrelrlt systems (a wWo rade, nuts, mita, oft.) shat be as manufactured by 24" plans, and in accordance with ANSI/AWWA C11D/A21.10-57. Carnant 11ning Shell be 1n the Star Manubeturing Company of Callum but Dhio, or equal, approved 1n writing by the 7 >L Nawvwns rAAIIArucwaNeaRnceuTeuuNuualTssT®xrAshmTlCrlaEelMaP1MRIAlOW1AIDBe1R eaoorderco with ANSI/AWWAC104/421/4.SD. If fhilrigs ere3 to 12 Inches 1n dlameter 15. All watemmilns 5 inches and larger In diameter shall be des red with pipm danfng NblIc Warks Dobout anent VALVE MASKER NOTES:. PM M MVW7H A MIN3MLMCP M MTBrP� FDA 110MINUT111 WITHA MAXIMUM WIPMP LMOM PBLeNe and have mechanical lalmm, du ft mgm aha 11 in seconds me* with other A NIWAWWA "PI35" prior to dblrrlection. The "Poly pigs" shall be Gkwd Industries Aqua Sweb-AS or VALVE MASKERS SHAL_ BE EQLA_ TER WMITaT PaNaD' uPDAI BULL cTMCDMPUMONaaFTNs PR MTE T' THI u11aIULM DM YL7%PusF� C130'AZ1.1i3-B] or ANSItAYVWA C153/A21.59-9�4. Three (9) inch to 1Z into dlinldrr 'approved s4Je4 210W. it. dmrWW tam with r10A durpnafr urethane rubber coating 23. i iphmIt and concrete Moment pivi rig shell be sowrut to a mlm1mum depth of two (2) -•�~! TO CARSONITE LnuTY MARKER ANDTNENWATIRLURMSiMM7A Fal R MwUn MaT71r1FMCWORMmEa!¢Td1L f>rtlrlga, which have mechanical joints and/or flenged�oln3a, shall be in aCCanlaSlce with an the rear a niy Inches, ail mmtslreebs tm $ aLt, All eur}aC'a tOntrete, pavement, sidewalks, my P� o 38342 VALVE MASKER POST TO BE LSED FOR ALL VALVE MARKER POST PAIN LINE VALVES OUTSIDE PAVED AREAS a. TEE a7NII'M CIA SHALL r10TIFVTIES CrPfar OWUNWXr][RUnUTMANOLIWWI MZMPAMWOMATLIWIlwaMO ANWAWWA C1L0/A21,10.87 ora combination of ANSI/AWWA C 1DIA; 110.87 and 17. "PICS" ahell be cylinder shaped with bullet rase ar square and. The contractor will cure, gAbsro, and drWewey app reaches. ai 11 be *HNI to a minimum depth of two MLA0� Inches or removed to an existing uporsion Jd STE � IST BEPSPRIBRTD NNK1raCDaAiTh0a7BTFIlI1LRnNDwVrL711LS1nIM.TFe�IDNrMCroIIPNMLLgrPNMr7hRAMT1MwERme1 MAIN ALDNTTINnATTHI COIriICrgN PerrriMMI aimrNE THE Na1ClaE MADUMMAMDFIRRMS ARWW PON ANWAWWA C153jA21,53�9'4 Such that the portion of the fitting with a mednanical be ANSI/AWWA CL531A21,33-84 that the fltt perform cloning operatlan. the �s �1 S j TIRE PaLALMIDNNECW L THE CCMMWrcOSHALLRRCAVOLM IaLaMEALLSLIEYCI MA7MAI4AWffMW OlaHOnMALD joint(o) cosy with and portion of nG with flanged jairt(a) shall be 1n accordance whin AWWA Cll(3/A21.IM7. Acceptance tooting 28. A tompDrsry Cold mlK asphalt patch shall be plated an the day of InMa1 excavetim with ONAL �\ AU MKMMu MMIINDNVRTHE arTDP MNroN70PMF01 M7000Nr�rD11'M111IIo11 INA MMnM1. THE COIRIACTDIEMIL PROVE AND INSTALL BMMLI, CONCRETE ELOCr RA1nN. in accordance With section 53.33 of ANS4AWWA secth)n i.{ C3 of ANWAWWA SB. All WmfnTmaira and services shell be pressure fated to a mimlmurn of 200 psi ar L5D gel a pamem mart? naked patch to be placed, to Ot of Ranton pakky, within 2 days. Call N\ %ANDCOMM111IIYA111101 C110/A21,1D-B7 shell be obtained by the contractor a no transmitted the owner. Quit Operil r7g prp@u n, in saCOrderu7a with the apaO Raitlonb of the City of Renton and ever far subgrede lnapeC'ban plrlOr 11P placement of final pitch. S Washington Spate Health Department. All pressure testing shall be done In the prmnce of a representative of foe Cfty of Menton. The quantly of water Ioit from the 30. For Cloy prxoWN such is telemetry tnrTduit, the PC pipe and shall be All do, I STAMP NOT VALID S. hate valves shall be Iran body, brarued-wounted, daub [a disc with bronze wedging device and O-ring stuffing box (AWWAC500) arof redkano emoted type (AWWA COP). main shell not allcoed tin numberaf gellans par hour iz listed In Choy of Renton process Imes shall be achaduIn BIG PVC pipe. Schedule 40 In unimproved arms and UNLESS SIGNED AND DATED sxhaduIs 80 PVC pipe under Improved arose. + PUBLIC WORKS VALVE BOX, MARKER A OPERATI NG II PLAN - Bell � PUBLIC WORKS 111111109fillift PLAN ONNRPIAL NOM °M' 1" - aaD.a JOB NUMBER MARC[: MID IMIAR U9114T NUT EXTENSION DEPAIiTI= RA D X- 0 0 1 1 SHEET NUMBER 60F 6