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HomeMy WebLinkAboutzS-3607Setw V! W �j [K oz V� U m� 9 o Z O W 0 4" a H N <_� (ir Q� 3 PROPOSED: H �z © •ri J (.� W a THE LEFT HAVING A RADIUS OF 1,492.50 FEET; LUMINAIRE (LUM.) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID 1,492.50 FOOT RADIUS CURVE, THROUGH A CENTRAL ANGLE OF 20'25'48; ELEV. = 28.33' AN ARC DISTANCE OF 532.18 FEET (THE CHORD OF SAID ARC BEARS SOUTH 7626'25" EAST, 529.37 FEET); E D o 6 105 156th AVE. N.E. 0 0 4" a H N <_� 9 s z O s �r a 8 � = � o 1 c tO�o U O S N rc of !?i - 1 Z -s i I 'j {•. ,t _) n E)T nr- n p t% COVER SHEET A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., RENTON WASHINGTON JI T S {71/ A i) A [)TA Af -p IT`�\ \... F•'�n T ���• SU . _., �%VIVJL 1 VIL_VV l\, I \i\ hAr - " ,------------ LEGEND: OWEST COMMUNICATIONS PROPOSED: 1055 S. GRADY WAY © •ri J ..J'60 'g i� "����� 5 ?+. THE LEFT HAVING A RADIUS OF 1,492.50 FEET; LUMINAIRE (LUM.) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID 1,492.50 FOOT RADIUS CURVE, THROUGH A CENTRAL ANGLE OF 20'25'48; ELEV. = 28.33' AN ARC DISTANCE OF 532.18 FEET (THE CHORD OF SAID ARC BEARS SOUTH 7626'25" EAST, 529.37 FEET); COMCAST THENCE LEAVING SAID ARC RADIALLY, SOUTH 03-20-41-WEST ALONG SAID RIGHT OF WAY LINE, 65.00 FEET, TO A POINT ON A 105 156th AVE. N.E. @-D YARD UGH: CONCRETE SIDEWALK F1 D POWER METER POINT OF TANGENCY; RECORDED UNDER RECORDING NUMBER 9012129007 ROATATED TO CITY OF b POWER POLE GRAVEL 1055 S. GRADY WAY ® JUNCTION BOX (AS NOTED) RENTON, WA 98055 ® TELEPHONE MANHOLE CONTOURS 100 ---- ---- 0 CATCH BASIN (CB) STORM �._.__..>,,�� �.:;;;. _ � P \ n uJ Poo q SANITARY SEWER MANHOLE (SSMH) x 0 SANITARY SEWER CLFANOUT (SSCO) WATER "O ,.;.' DO GAS METER GAS VALVE WWyy W 9 s z O s �r a 8 � = � o 1 c tO�o U O S N rc of !?i - 1 Z -s i I 'j {•. ,t _) n E)T nr- n p t% COVER SHEET A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., RENTON WASHINGTON JI T S {71/ A i) A [)TA Af -p IT`�\ \... F•'�n T ���• SU . _., �%VIVJL 1 VIL_VV l\, I \i\ hAr - " ,------------ EX. i FUTUOE ROAD W U ^ DT r n p r� i r \I\ I VI lY.la - PROPOSED SEWER: A, "? G < JG Sj'oj:' / AD 'A' FU'LURE RO Q A rr S=360701 J m CALL BEFORE YOU DIG- 1-800-424-5555 EXISTING SEWER (WALLED UNDER PERMIT #U060056) CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ANY AND ALL SURVEY MONUMENTATK)N THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVTY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1 � ` � I 1 I ` \ I 1 I 1 /�UTURE ROAp �q� PROPOSED FUTURE WATER RESERVOIR •. JVIVJL_ 1 C;L.VI 1 �) I L_ B.N.S.F. RAILROAD 'RP \ i J I 5� LEGAL DESCRIPTIONS OF PARCELS INTO WHICH THE PROPOSED SEWER WILL EXTEND /SURVEY DATA LEGAL DESCRIPTION OF THE "MLDC PROPERTY" LOT 1 OF THE SR 900 L.L.C. LOT LINE ADJUSTMENT (CITY OF RENTON FILE NO. LUA -03- 124 -LLA) AS RECORDED IN VOLUME 168 OF SURVEYS, PAGES 233 THROUGH 235, UNDER RECORDING NO. 20040311900015, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION OF THE "OIP PROPERTY" PoPARUIIK'R=' SITE T'\ PAC 1 VICINITY MAP N.T.S. INDEX TO SHEETS- S1 OF 7 COVER SHEET S2 OF 7 SANITARY SEWER EXTENSION PLAN S3 OF 7 SANITARY SEWER EXTENSION PLAN S4 OF 7 SANITARY SEWER EXTENSION PROFILE S5 OF 7 SANITARY SEWER EXTENSION PROFILE S6 OF 7 SANITARY SEWER EXTENSION PROFILE S7 OF 7 SANITARY SEWER NOTES AND DETAILS L1 OF 1 SUNSET VIEW APARTMENTS PLANTING PLAN ENGINEER /PLANNER /SURVEYOR BARGHAUSEN CONSULTING ENGINEERS. INC. 18215 72nd AVE. SOUTH KEW, WA 98032 (425) 251 -6222 FAX (425) 251 -8782 CONTACT: DON DAWES / IVANA HALVORSEN / DENNIS J. SALTYS DEVELOPER QUARRY INDUSTRIAL PARK, LLC 9125 - 10TH AVENUE SOUTH SEATTLE, WA 98108 (206))OWNERS 7622- 91225 MERLINOLANDEVELOPMENT CO., INC. ( "MLDC ") 9125 - 10TH AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 762 -9125 QUARRY INDUSTRIAL PARK, L.L.C. ( "QIP ") 9125 - 10TH AVENUE SOUTH SEATTLE. WASHINGTON 98108 (206) 762 -9125 AG/VIRTU SUNSET VIEW, L.L.C. ('VIRTU ") C/O VIRTO INVESTMENTS 80 EAST SIR FRANCIS DRAKE BLVD, SUITE 2B LARKSPUR, CA 94939 (415) 710 -5177 PARCEL 1: LEGAL DESCRIPTION OF THE *VIRTU PROPERTY" THAT PORTION OF THE CHARLES E. BROWNELL DONATION LAND CLAIM, DESIGNATED AS CLAIM NO. 41 AND BEING PARTS OF LOTS 1, 2, it AND 12, JUNCTION ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE SECTIONS 13 AND 14, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., IN KING COUNTY, WASHINGTON MORE PARTICULARLY 75, RECORDS OF KING COUNTY, WASHINGTON; DESCRIBED AS FOLLOWS: . TOGETHER WITH THE PORTION OF BEACON COAL MINE ROAD (WHICH ROAD WAS DEEDED TO KING COUNTY UNDER RECORDING BEGINNING AT THE SOUTHEAST CORNER OF THE NORTH 1,510.74 FEET OF SAID DONATION LAND CLAIM NO. 41; NO. 1702982) ADJOINING SAID LOTS, WHICH PORTION WAS VACATED UNDER KING COUNTY COMMISSIONER'S RECORDS, JOURNAL THENCE NORTH 88'37'10 "WEST ALONG THE SOUTH LINE OF SAID NORTH 1,510.74 FEET, A DISTANCE OF 1,430.34 FEET, TO VOLUME 29, PAGE 3. THE SOUTHWEST CORNER OF A PARCEL KNOWN AS THE GUION MALLORY TRACT AS DESCRIBED IN A PARTITION DEED RECORDED NOVEMBER 15, 1920 UNDER AUDITOR'S FILE NO. 1468198, RECORDS OF KING COUNTY, THENCE NORTH 01'25'40" PARCEL 2: EAST ALONG THE WESTERLY LINE OF SAID MALLORY TRACT, 418.19 FEET, MORE OR LESS, TO A POINT LYING 300.00 FEET PARCELS A AND B OF THE DIP LOT LINE ADJUSTMENT Cttt OF RENTON FILE NO. LUA -07- 118 -LLA AS RECORDED IN SOUTHERLY OF THE INTERSECTION OF SAID WESTERLY LINE WITH THE SOUTHERLY RIGHT OF WAY LINE OF MARTIN LUTHER ( ) KING. JR.. WAY SOUTH, ALSO KNOWN AS STATE SIGN ROUTE 900 (FORMERLY KNOWN AS EMPIRE WAY SOUTH OR STATE ROAD VOLUME 236 OF SURVEYS, PAGES 112 AND 113, UNDER RECORDING NO. 20071207900009, RECORDS OF KING COUNTY, NO. 2); THENCE SOUTH 88'34'20" EAST, 50.00 FEET; THENCE NORTH 01'2540" EAST, 279.45 FEET, MORE OR LESS, TO AN WASHINGTON. LEGEND: OWEST COMMUNICATIONS PROPOSED: 1055 S. GRADY WAY © •ri J ..J'60 'g i� "����� 5 ?+. THE LEFT HAVING A RADIUS OF 1,492.50 FEET; LUMINAIRE (LUM.) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID 1,492.50 FOOT RADIUS CURVE, THROUGH A CENTRAL ANGLE OF 20'25'48; ELEV. = 28.33' AN ARC DISTANCE OF 532.18 FEET (THE CHORD OF SAID ARC BEARS SOUTH 7626'25" EAST, 529.37 FEET); EX. i FUTUOE ROAD W U ^ DT r n p r� i r \I\ I VI lY.la - PROPOSED SEWER: A, "? G < JG Sj'oj:' / AD 'A' FU'LURE RO Q A rr S=360701 J m CALL BEFORE YOU DIG- 1-800-424-5555 EXISTING SEWER (WALLED UNDER PERMIT #U060056) CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ANY AND ALL SURVEY MONUMENTATK)N THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVTY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1 � ` � I 1 I ` \ I 1 I 1 /�UTURE ROAp �q� PROPOSED FUTURE WATER RESERVOIR •. JVIVJL_ 1 C;L.VI 1 �) I L_ B.N.S.F. RAILROAD 'RP \ i J I 5� LEGAL DESCRIPTIONS OF PARCELS INTO WHICH THE PROPOSED SEWER WILL EXTEND /SURVEY DATA LEGAL DESCRIPTION OF THE "MLDC PROPERTY" LOT 1 OF THE SR 900 L.L.C. LOT LINE ADJUSTMENT (CITY OF RENTON FILE NO. LUA -03- 124 -LLA) AS RECORDED IN VOLUME 168 OF SURVEYS, PAGES 233 THROUGH 235, UNDER RECORDING NO. 20040311900015, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION OF THE "OIP PROPERTY" PoPARUIIK'R=' SITE T'\ PAC 1 VICINITY MAP N.T.S. INDEX TO SHEETS- S1 OF 7 COVER SHEET S2 OF 7 SANITARY SEWER EXTENSION PLAN S3 OF 7 SANITARY SEWER EXTENSION PLAN S4 OF 7 SANITARY SEWER EXTENSION PROFILE S5 OF 7 SANITARY SEWER EXTENSION PROFILE S6 OF 7 SANITARY SEWER EXTENSION PROFILE S7 OF 7 SANITARY SEWER NOTES AND DETAILS L1 OF 1 SUNSET VIEW APARTMENTS PLANTING PLAN ENGINEER /PLANNER /SURVEYOR BARGHAUSEN CONSULTING ENGINEERS. INC. 18215 72nd AVE. SOUTH KEW, WA 98032 (425) 251 -6222 FAX (425) 251 -8782 CONTACT: DON DAWES / IVANA HALVORSEN / DENNIS J. SALTYS DEVELOPER QUARRY INDUSTRIAL PARK, LLC 9125 - 10TH AVENUE SOUTH SEATTLE, WA 98108 (206))OWNERS 7622- 91225 MERLINOLANDEVELOPMENT CO., INC. ( "MLDC ") 9125 - 10TH AVENUE SOUTH SEATTLE, WASHINGTON 98108 (206) 762 -9125 QUARRY INDUSTRIAL PARK, L.L.C. ( "QIP ") 9125 - 10TH AVENUE SOUTH SEATTLE. WASHINGTON 98108 (206) 762 -9125 AG/VIRTU SUNSET VIEW, L.L.C. ('VIRTU ") C/O VIRTO INVESTMENTS 80 EAST SIR FRANCIS DRAKE BLVD, SUITE 2B LARKSPUR, CA 94939 (415) 710 -5177 PARCEL 1: LEGAL DESCRIPTION OF THE *VIRTU PROPERTY" THAT PORTION OF THE CHARLES E. BROWNELL DONATION LAND CLAIM, DESIGNATED AS CLAIM NO. 41 AND BEING PARTS OF LOTS 1, 2, it AND 12, JUNCTION ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE SECTIONS 13 AND 14, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., IN KING COUNTY, WASHINGTON MORE PARTICULARLY 75, RECORDS OF KING COUNTY, WASHINGTON; DESCRIBED AS FOLLOWS: . TOGETHER WITH THE PORTION OF BEACON COAL MINE ROAD (WHICH ROAD WAS DEEDED TO KING COUNTY UNDER RECORDING BEGINNING AT THE SOUTHEAST CORNER OF THE NORTH 1,510.74 FEET OF SAID DONATION LAND CLAIM NO. 41; NO. 1702982) ADJOINING SAID LOTS, WHICH PORTION WAS VACATED UNDER KING COUNTY COMMISSIONER'S RECORDS, JOURNAL THENCE NORTH 88'37'10 "WEST ALONG THE SOUTH LINE OF SAID NORTH 1,510.74 FEET, A DISTANCE OF 1,430.34 FEET, TO VOLUME 29, PAGE 3. THE SOUTHWEST CORNER OF A PARCEL KNOWN AS THE GUION MALLORY TRACT AS DESCRIBED IN A PARTITION DEED RECORDED NOVEMBER 15, 1920 UNDER AUDITOR'S FILE NO. 1468198, RECORDS OF KING COUNTY, THENCE NORTH 01'25'40" PARCEL 2: EAST ALONG THE WESTERLY LINE OF SAID MALLORY TRACT, 418.19 FEET, MORE OR LESS, TO A POINT LYING 300.00 FEET PARCELS A AND B OF THE DIP LOT LINE ADJUSTMENT Cttt OF RENTON FILE NO. LUA -07- 118 -LLA AS RECORDED IN SOUTHERLY OF THE INTERSECTION OF SAID WESTERLY LINE WITH THE SOUTHERLY RIGHT OF WAY LINE OF MARTIN LUTHER ( ) KING. JR.. WAY SOUTH, ALSO KNOWN AS STATE SIGN ROUTE 900 (FORMERLY KNOWN AS EMPIRE WAY SOUTH OR STATE ROAD VOLUME 236 OF SURVEYS, PAGES 112 AND 113, UNDER RECORDING NO. 20071207900009, RECORDS OF KING COUNTY, NO. 2); THENCE SOUTH 88'34'20" EAST, 50.00 FEET; THENCE NORTH 01'2540" EAST, 279.45 FEET, MORE OR LESS, TO AN WASHINGTON. WATER /SEWER: LEGEND: OWEST COMMUNICATIONS PROPOSED: 1055 S. GRADY WAY © POWER VAULT ASPHALT 'g i� "����� 5 ?+. THE LEFT HAVING A RADIUS OF 1,492.50 FEET; LUMINAIRE (LUM.) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID 1,492.50 FOOT RADIUS CURVE, THROUGH A CENTRAL ANGLE OF 20'25'48; ELEV. = 28.33' AN ARC DISTANCE OF 532.18 FEET (THE CHORD OF SAID ARC BEARS SOUTH 7626'25" EAST, 529.37 FEET); COMCAST THENCE LEAVING SAID ARC RADIALLY, SOUTH 03-20-41-WEST ALONG SAID RIGHT OF WAY LINE, 65.00 FEET, TO A POINT ON A 105 156th AVE. N.E. @-D YARD UGH: CONCRETE SIDEWALK F1 D POWER METER POINT OF TANGENCY; RECORDED UNDER RECORDING NUMBER 9012129007 ROATATED TO CITY OF b POWER POLE GRAVEL 1055 S. GRADY WAY ® JUNCTION BOX (AS NOTED) RENTON, WA 98055 ® TELEPHONE MANHOLE CONTOURS 100 ---- ---- 0 CATCH BASIN (CB) STORM �._.__..>,,�� �.:;;;. ® STORM MANHOLE (SDMH) SEWER Poo O SANITARY SEWER MANHOLE (SSMH) 0 SANITARY SEWER CLFANOUT (SSCO) WATER "O ,.;.' DO GAS METER GAS VALVE WWyy W WATER VALVE (WV) fZ FIRE HYDRANT (FH) ® WATER MANHOLE EXISTING ® WATER METER n SIGN GRAVEL ® MONITOR WELL - .w ----- - w - - -- WATER LINE DIRECTION OF VEHICLE TRAVEL SANITARY SEWER LINE T.P.O.S. TRUE POINT OF BEGINNING _ = STORM DRAINAGE LINE — G G— GAS LINE ® SURVEY MONUMENT (AS NOTED) — T(UG) — TELEPHONE UNDERGROUND .+ BENCHMARK — POO POWER UNDERGROUND P(GH)- POWER OVERHEAD + SECTION CORNER (AS NOTED) X CHAIN LINK FENCE • FOUND REBAR /CAP (AS NOTED) — O BARBED WIRE FENCE p FOUND LEAD/TACK O — HOG WIRE FENCE WOOD FENCE SURVEY CONTROL STATION WATER /SEWER: INTERSECTION WITH SAID SOUTHERLY RIGHT OF WAY LINE OF MARTIN LUTHER KING, JR. WAY SOUTH, OWEST COMMUNICATIONS THENCE SOUTH 6613'31 "EAST ALONG SAID SOUTHERLY RIGHT OF WAY LINE, 580.78 FEET; 1055 S. GRADY WAY THENCE NORTH 23'46'29" EAST ALONG SAID RIGHT OF WAY LINE, 10 FEET; THENCE SOUTH 6613'31 'EAST ALONG SAID RIGHT OF WAY LINE, 39.30 FEET, TO THE POINT OF BEGINNING OF A CURVE TO VERTICAL DATUM- THE LEFT HAVING A RADIUS OF 1,492.50 FEET; CITY OF RENTON BENCHMARK #862 THENCE SOUTHEASTERLY ALONG THE ARC OF SAID 1,492.50 FOOT RADIUS CURVE, THROUGH A CENTRAL ANGLE OF 20'25'48; ELEV. = 28.33' AN ARC DISTANCE OF 532.18 FEET (THE CHORD OF SAID ARC BEARS SOUTH 7626'25" EAST, 529.37 FEET); COMCAST THENCE LEAVING SAID ARC RADIALLY, SOUTH 03-20-41-WEST ALONG SAID RIGHT OF WAY LINE, 65.00 FEET, TO A POINT ON A 105 156th AVE. N.E. CURVE LYING CONCAVE TO THE NORTH, BEING CONCENTRIC WITH THE PREVIOUSLY DEFINED ARC, HAVING A RADIUS OF NOTE: 1,557.50 FEET; THENCE EASTERLY ALONG THE ARC OF SAID 1,557.50 FOOT RADIUS CURVE, THROUGH A CENTRAL ANGLE OF PO BOX 1048 09'06'12 AN ARC DISTANCE OF 247.46 FEET (THE CHORD OF SAID ARC BEARS NORTH 894735' EAST. 247.20 FEET), TO A BASIS OF MAP - RECORD OF SURVEY POINT OF TANGENCY; RECORDED UNDER RECORDING NUMBER 9012129007 ROATATED TO CITY OF THENCE NORTH 84'14'29" EAST ALONG SAID TANGENT AND SAID RIGHT OF WAY LINE, 41.04 FEET TO A POINT OF INTERSECTION RENTON HORIZONTAL CONTROL. WITH THE EAST LINE OF SAID DONATION LAND CLAIM NO. 41; 1055 S. GRADY WAY THENCE SOUTH 01'25'40' WEST, 310.22 FEET TO THE POINT OF BEGINNING RENTON, WA 98055 WATER /SEWER: CITY OF RENTON TELEPHONE: OWEST COMMUNICATIONS 1055 S. GRADY WAY 450 110th AVE. N.E. RENTON, WA. 98055 PREMIS BUREAU, 4th FLOOR BELLEVUE, WA. 98003 POWER & GAS: PUGET SOUND ENERGY CABLE: COMCAST 105 156th AVE. N.E. 4020 AUBURN WAY NORTH BELLEVUE. WA 98005 PO BOX 1048 1(800) 321 -4321 AUBURN, WA. 98002 FIRE: CITY OF RENTON FIRE DEPARTMENT 1055 S. GRADY WAY RENTON, WA 98055 ivS.. ,1 -: -i_! ?� is liila • �__ 2 8 -5 -11 CNY REVIEW COMMENTS 1 5 -25 -11 CITY REVIEW COMMENTS SUBMITTED TO CITY OF RENTON NO. REVASYON DO DO 8/5/11 DO DO 813111 DD DD 5/17/11 BY PPPR DALE N3 ru �S LL co O Z �u-O O U mE z co Z Z W U J n I O 00 a c a- W0)N J Z 3 N a Q W 9 clx z < N QN �- cm x ^1 O L L o w = z E O zz 7, N � a Z L w a w z ¢ rn d Q O N ONO x z o Z Obi (NO 0^0 ww v N I 1 w rl Q 2 % it l;r a• r".,° ../ f.(11+ ,...., r `.�' ®. �� Z �x _ / r V.. _.,,,,• rl ; J i , t - . i;;/ \, t'. j{ 1 {r cr �f,_.. .. .,, .. 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OR OTHER) TO NEW MANHOLES MH#2 THROUGH MHA15 TO PROVIDE "�,' ''i, / r� //; %F ✓ ' /%;�' /%'�„,r ,' - / MAINTENANCE ACCESS TO AND FROM THOSE MANHOLES BY THE Citt OF RENTON. 2 8 -5 -11 Cltt REVIEW COMMENTS 00 OD 8/5/11 DC- sK:v�D DD O THE OWNER(S) OF PARCELS A AND B OF CITY OF RENTON LUA -07- 118 -LLA AND DnTE 3/11/11 FLENO. LUA @y 7 OF LOTS 1 AND 2 OF JUNCTION ADDITION TO SEATTLE MAY ALTER THE LAYOUT OF i 5 -25 -11 CITY RENEW COMMENTS 00 DD 8/3/11 DRAWN OD 'ri /',/ /. r' /,';<r''`' ' v':' /r i (•) ROAD MAY BE PUBLIC R/W THE ALL WEATHER DRIVING SURFACE TO EACH OF THOSE MANHOLES FROM TIME TO TIME CHECKED HPG gppi,E 1 " =50' �pgpOK PAS_ (J") z„ I Z Sri OR PRIVATE ROAD EASEMENT AS THOSE PARCELS AND LOTS ARE DEVELOPED/REDEVELOPED IN THE FUTURE. - SUBMITTED 70 Cltt OF RENTON DD DD 5/17/11 "- NO. REVIBION BY APPR DATE APPROVED QQ U pPECipa C! pU91Jt NVPxS @HST �•• DP w N Z a Q N W 1L Ir in O W N 00 =5 0 Q (D 00 Z W 304 \n 2z z N Z�� N LLJ N E w � Y t UN j °o r ,\,.,. / _ � > i i / %/. . � // . / /rte r '' �r� r ° / ,✓r' „� ,,, ..1 i•' *,r , /.' � a p MI"7C7 i /l r: r O .__ / ,. f/, ':'rte '' •'�i'�� %r r /r / r - r ,. ... 1 J f _... 2 . tto; C -900 ® � i /jr ,” / / /,r.n ,' r r _.\. / �rr r ✓''✓ �,,� /'' %r/i di ,S„ rr"'r _ __ -_ � � ® ® ® ® /f /I / I ; ' ! / ; � r" , / , ; '; / / ! " '' ✓' . r ,�i>' `c . � ° . - � � r�f ',�'r,r,r ' , i%%,•Y /C.i'/", i ' �j '/�'' . � 'r �' i�r ,r ✓ r/',', r,J/r'r ' • � . J r; %� r" " ' / ,'r , - '' r rF/;-'.,.r, r r ,'r,'! r ,¢'�� i APPROVAL "�- - 0 2009, O � 4 � = FECA 'C® FOR L '/. / / ° , r r r, it '' "r, '. %',� r , ✓r',r � ',,'',r' N'' E. � /. � , / / ''r � \ .�,i ' / rfr�, ✓rr ���r '' J r/' �i ,.r" ✓' rr - Z 3 w z W O G " �♦ .® .. .. f /� ` ' , ¢ % ✓ / \ // / / / r, / / 'y ' / / s -i` °/ . %° ' ^ �'^ ° ' „' ^ " i i . / ' r l � "� r ° . _ n / ` : ,✓,. /:., r ;:� , %j /'// i i/ !%j; i/i/ � ' r ',''; /'.'S i i i , i f i i,' ' j 'J r /r �' 'r(;J' ; ' ,,r,Y' �y:- " -' ^ Jy/ !'' f r'/j v/ '' l r'', 1''fi' 'r ' r ,'' J/. rr ✓�; By : Date : e G Z i" 7" tb EX. SEWER LINE AND MANHOLES 4 00 (INSTALLED UNDER PERMIT #0060056) B y Date: TO BE ABANDONED IN PLACE, UPSTREAM 12 9 g i / / OF EX. MANHOLE /5 N CITY OF RENTON ®w DOl@ ! J" MAINTENANCE ACCESS TO MANHOLES NOTE: C.7EPARTMENT OF PUBLIC WORKS ie �„ t ��,, "„j, y' i,� /j i /�r ✓ y�> r,/ ,.! h ✓ °' PRIOR TO INITIAL HOOK -UP TO SEWAGE - GENERATING DEVELOPMENT ON ; i. ,, ; ,,, ,' / -;, ' r , . By: D @L@ SANITARY SEWER EXTENSION PLAN m ` ,r ,K"F �./ ✓ /r� iJ / r, / ,r JyT',' .,r,/ rG (1) THE SUNSET VIEW APARTMENTS. T PARCEL A OF ADD OF RENTON SE LUA- O o: Z o ✓/, s.,. /,f/ //, f /� /�, /�� %r ,, i, P 'i,r 07- 118 -LLA, (3) LOT 1 AND /OR LOT 2 OF JUNCTION ADDITION TO SEATTLE, n " o r/~ ,' ' %'�� %'f'; /i� /ii�''' ���Lrj° , % ✓t�' %j ice'',''� / AND /OR (4) PROPERTIES LYING TO THE EAST OF LOT 1 OF JUNCTION ADDITION SUNSET BLUFF OFF -SITE SEWER EXTENSION Z w° I , s /, v''/ /' i /j / / / /! %% % fry% , ✓' /'.,.`��l ' \,J/ '' ! TO SEATTLE, PROVIDE A MINIMUM 12 -FOOT -WIDE ALL- WEATHER DRIVING SURFACE Cf0 SUNSET VFW APARTMENTS) m (CRUSHED ROCK, PAVED. OR OTHER) TO NEW MANHOLES MH#2 THROUGH MHA15 TO PROVIDE "�,' ''i, / r� //; %F ✓ ' /%;�' /%'�„,r ,' - / MAINTENANCE ACCESS TO AND FROM THOSE MANHOLES BY THE Citt OF RENTON. 2 8 -5 -11 Cltt REVIEW COMMENTS 00 OD 8/5/11 DC- sK:v�D DD O THE OWNER(S) OF PARCELS A AND B OF CITY OF RENTON LUA -07- 118 -LLA AND DnTE 3/11/11 FLENO. LUA @y 7 OF LOTS 1 AND 2 OF JUNCTION ADDITION TO SEATTLE MAY ALTER THE LAYOUT OF i 5 -25 -11 CITY RENEW COMMENTS 00 DD 8/3/11 DRAWN OD 'ri /',/ /. r' /,';<r''`' ' v':' /r i (•) ROAD MAY BE PUBLIC R/W THE ALL WEATHER DRIVING SURFACE TO EACH OF THOSE MANHOLES FROM TIME TO TIME CHECKED HPG gppi,E 1 " =50' �pgpOK PAS_ (J") z„ I Z Sri OR PRIVATE ROAD EASEMENT AS THOSE PARCELS AND LOTS ARE DEVELOPED/REDEVELOPED IN THE FUTURE. - SUBMITTED 70 Cltt OF RENTON DD DD 5/17/11 "- NO. REVIBION BY APPR DATE APPROVED QQ U pPECipa C! pU91Jt NVPxS @HST �•• DP 0 0 Q N tt a T J LL Q fn a a SQ J ^ Z N W O co co S � �a �N �5 LLN „z, I � �u u- O O Z EXISTING GROUND EXISTING GROUND N ZO W = STATIONING AND STATIONING co cr .,,. .. ..._ ..... ... ... ... ..... ® PIPE Ik..,. ,_.. ®® ROAD 'A' CONSTRUCTION Ek. 0) co O ..... ® Z m� a ... .. :: ... .. V1 ... ... ..:.. It Q N W J z e .... Z C!1 ... " Q ....... ... ........ ..... ........... ...... ��. ..... .... ...... ........ ............ ... .... ....... �... ... .... .... ....... �..... ... ...... ... .. :.. .: ��--v N//► CX DRAAG 0 PIPC W Z Y OC 3 u Ez w a 0.4 o c d o. 0 p iz E d 0 0 0 y�. w % 0 0 o m 5- 360104 6 Q Z ITJ W ai W U cQ C J Y 0 co 1.V cc Q (LW0)jN 3N co Z < N I X Q � V, O _- 8 -5 -11 CITY REVIEW COMMENTS DO N Z U 8/5/11 DESIGNED DO 1 Z O V1 00 8/3/71 Z N - SUBMITTED TO CITY OF RENTON DO a 7 G�OX® NPG SCAU x Q O Z J N APM Z 04 04 O Z z W Z Z n Q I � I Zw Lo _ Lo N 1 G� N �O1 Lo Z N Lu If) N UN vv U � 6 CI yw1 I S N m GCI N VVVJ111 O N I Z 5- 360104 6 Q Z ITJ W ai W U cQ C J Y 0 co 1.V cc Q (LW0)jN 3N co Z < N I X Q � V, O _- 8 -5 -11 CITY REVIEW COMMENTS DO N Z U 8/5/11 DESIGNED DO 1 5 -25 -11 Cm REVIEW COMMENTS O V1 00 8/3/71 Z N - SUBMITTED TO CITY OF RENTON DO a 7 G�OX® NPG SCAU x Q O Z J N APM Z 04 04 O Z z Obi U] 00 Z n Q I � I Zw Lo _ Lo N 1 �Z W N �O1 Lo Z N Lu If) N UN vv N o ONY, S `c Sd�� V 2 ♦ CZ �.y.it 8 a Goes CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 2 8 -5 -11 CITY REVIEW COMMENTS DO DO 8/5/11 DESIGNED DO 1 5 -25 -11 Cm REVIEW COMMENTS DO 00 8/3/71 DATE DRAWN DD - SUBMITTED TO CITY OF RENTON DO DO 5/17/11 G�OX® NPG SCAU APPROVED gPECiOR Cf PV! NO. REVISION BY APM DATE 3 0 I m N n I M N P 3 d 3 0 °v 3 a a ! 0 �r v x 3 0 O w xl 0 _1 11 O I 0 0 N O N N ro E d 0 3 a 0 v z O c E 0 v 0 0 v of w i a Z V � � o � V mzo ^ W (syy N m n ^ i O By: Br: By: By: 2 8 -5 -11 CITY REVIEW COMMENTS 1 5 -25 -11 CITY REVIEW COMMENTS - SUBMITTED TO CITY OF RENTON NO. REMON Date: Date Date DO DO 8/5/11 DO DO 813111 DO DO 5/17/11 BY APPR. DATE E. u,4 y�N 0 OpY ybd Z s �TS1ce� a� IONA I CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SANITARY SEWER EXTENSION PROFILE 6ET BLUFF OFF -SITE SEWER EXTENSION (TO SUNSET VIEW APARTMENTS) CHECKED APPROVED 1' =50' X N W a 0 0 w w x 0 n 0 m 0 V N a _ro N O N N W N E m `o 0 o, 3 a N I 0 0 N V O C E a 0 N V 0 O a �Z W O W U m O 2 0 O G a rc n N O `a a �-E. DAIy F..Wyt FS � 6d Q t7 \, 0 42009 BONA L' C 0 GO CITY OF RENTON DEPARTMENT OF PUBU<-- WORKS By: G1B D SANITARY SEWER EXTENSION PROFILE SUNSET BLUFF OFF -SITE SEWER EXTENSION (TO SUNSET VIEW APARTMENTS) V Z W w § 0 N > 2 8 -5 -11 CITY REVIEW COMMENTS DO V 8/5/11 DESIGNED DD DATE 3/11/11 DRAWN DD CHECKED HPG SOALE 1� =50' RLENO.LDA03- 1 5 -25 -11 CITY REVIEW COMMENTS 00 r � o - SUBMITTED TO CITY OF RENTON DO DD N I m � V V O NO.._. REVISION BY APPR DATE yc N C_ N I A: n a w z N 1 Z c �-E. DAIy F..Wyt FS � 6d Q t7 \, 0 42009 BONA L' C 0 GO CITY OF RENTON DEPARTMENT OF PUBU<-- WORKS m t a a 0 0 N V W X 3 0 0 it xi 0 _I n 0 d 0 U N a N N O N N E E m 0 0 m s a v N O O N T C E n 0 0 N V °o a ai �. O z m O W U m By: G1B D SANITARY SEWER EXTENSION PROFILE SUNSET BLUFF OFF -SITE SEWER EXTENSION (TO SUNSET VIEW APARTMENTS) 2 8 -5 -11 CITY REVIEW COMMENTS DO DO 8/5/11 DESIGNED DD DATE 3/11/11 DRAWN DD CHECKED HPG SOALE 1� =50' RLENO.LDA03- 1 5 -25 -11 CITY REVIEW COMMENTS 00 DD 8/3/11 RED goOK PAGE_ - SUBMITTED TO CITY OF RENTON DO DD 5/17/11 APPROVED arrecror+c Pu v, a v, ,.ET S_S6- _.OF 7 NO.._. REVISION BY APPR DATE m t a a 0 0 N V W X 3 0 0 it xi 0 _I n 0 d 0 U N a N N O N N E E m 0 0 m s a v N O O N T C E n 0 0 N V °o a ai �. O z m O W U m J ��UI S� p �3 z W Q SANITARY SEWER NOTES AND SPECIFICATIONS: .. c 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE PATH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS LL APPROVED AND MODIFIED BY THE Cltt OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF O O z APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN EXISTING STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS z OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE z LL OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN IMPROVED PUBLIC RIGHT OF WAY, THAT IS OPEN FOR TRAFFIC USE. L J O 3 VERIFY THE OTRUEFANDSCO RECTLILIOCATIO SHOWN AS TO AVOID DAMAGE OR DSTURBBANCEE CONTRACTOR'S RESPONSIBILITY TO z LI 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW o W m Z CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO 0) � O STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF N BACKFILLING ALL CONSTRUCTION. Q z z 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE co SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY REQUIRED STREET USE AND ANY OTHER RELATED Q W PERMITS PRIOR TO ANY CONSTRUCTION. F 7. PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER co PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM m THAT HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. h m 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 GT: Z y`o INCHES AND A MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF ° O THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. F-i 11 WITH ROAD ROCK CROSSINGS ANDD MECHANICALLYY COMPACTED TRENCHES UN UNLESS OTHERWISE APPROVED BY THE A PUBLIC WORKS CINSPECTOR. F D' W CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH 0-4 w MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED W 0 WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. U E 12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE 5 o. DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. a v ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH TH 14 PIP AND APPURTENANCES SHALL BE WO 0 E E ALL E THE CITY F RENTON PUBLIC WORKS DEPARTMENT AN THE LATEST EDITION OF THE TAN AND SPECIFICATIONS OF E C 0 D ED 0 STANDARDS WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CRY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE o IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. a �0 0 16. IN UNIMPROVED AREAS, EACH MANHOLE SHALL EXTEND A MINIMUM OF 6 INCHES AND A MAXIMUM OF 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREAS, COVER Yg MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. wg § �M Q I to 1-01? to z i z ED zsw U � ^ 3 O_ w I� U � O a w S N m 8'.' v, VVVJ111 z 1 NI I l 1 A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., RENTON, WASHINGTON BOLTHOLES - 3 PLCS EQUALLY SPACED 120° APART ON 23 1/16" (586nm) TOA Rr. (CFF nFTATI ) _ N RETOON SEWER COVER & FRAME PLAN VIEW 25° DIA. - 1635mn1 1' 3 2 m1 I C19mm3 I mm] 8 3/4' 2 1 1E" [222mm] C64mml TYP COVER SECTION VIEW 26 112" DIA C673mm1 25 1/4" DIA 641nml 1/4' C6mm) DIA NEOPRENE GASKET 1 5/8° J 23 3/8" EDA CL OPEN C16mm7 C594mm] 27 5/L6" DIA 1694mm] 34 1/8" DIA C867mm1 FRAME SECTION VIEW COVER BOTTOM VIEW DLT SOC. (ALLEN HEAD) 5/8-11 X 15 CS RUBBER WASHER EON BOLTING DETAIL 1 1 /I6" 1/4' 1 VIE' 127mml [6mm7 C27nm] C152mm] C3mnl ( V8' [R3mm1 GASKET GROOVE DETAIL NOTES 1, ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No 3717CI OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY ­SEWER"), OR WATER (SPECIFY "WATER "). STD. PLAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT MARCH 2008 BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) - - -� FOUNDATION LEVEL W (SEE NOTE 4) --j/- LIMITS OF PIPE ZONE _ O„ O.D. OF PIPE BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL, 2. HAND TAMP UNDER HAUNCHES, 3. COMPACT BEDDING MATERIAL TO 959 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY, 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKYILUNG' IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN I" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS PIPE BEDDING SID, PLAN - 408 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 5- 360101 By: *- Dote: 8-S -11 By: Dote: Fi S L By: Late By: Dote 0 � Q p N3 Q � ru S u U- co z LL N` LL O z W m co z N N =Z z ) � � W 1— 0 Go N C CL W 0) N Qw3N co Q W n Z N I W v N co O 8 -5 -11 CITY REVIEW COMMENTS DO N =o DESIGNED 1 z N DO 8/3/11 DRAWN w - SUBMITTED TO CITY OF RENTON o � s a W �z W LO.— REYMON W APPR DATE APPROVED CN C 00 04 0) CD rl DO S Q 3 I = W Z CL n C3 FN In IC) W F 00 Z N N KS _ _ v W z i z ED zsw U � ^ 3 O_ w I� U � O a w S N m 8'.' v, VVVJ111 z 1 NI I l 1 A PORTION OF THE S 1/2 OF SECTION 13, TOWNSHIP 23 N, RANGE 4 E, W.M., RENTON, WASHINGTON BOLTHOLES - 3 PLCS EQUALLY SPACED 120° APART ON 23 1/16" (586nm) TOA Rr. (CFF nFTATI ) _ N RETOON SEWER COVER & FRAME PLAN VIEW 25° DIA. - 1635mn1 1' 3 2 m1 I C19mm3 I mm] 8 3/4' 2 1 1E" [222mm] C64mml TYP COVER SECTION VIEW 26 112" DIA C673mm1 25 1/4" DIA 641nml 1/4' C6mm) DIA NEOPRENE GASKET 1 5/8° J 23 3/8" EDA CL OPEN C16mm7 C594mm] 27 5/L6" DIA 1694mm] 34 1/8" DIA C867mm1 FRAME SECTION VIEW COVER BOTTOM VIEW DLT SOC. (ALLEN HEAD) 5/8-11 X 15 CS RUBBER WASHER EON BOLTING DETAIL 1 1 /I6" 1/4' 1 VIE' 127mml [6mm7 C27nm] C152mm] C3mnl ( V8' [R3mm1 GASKET GROOVE DETAIL NOTES 1, ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No 3717CI OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY ­SEWER"), OR WATER (SPECIFY "WATER "). STD. PLAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT MARCH 2008 BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) - - -� FOUNDATION LEVEL W (SEE NOTE 4) --j/- LIMITS OF PIPE ZONE _ O„ O.D. OF PIPE BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL, 2. HAND TAMP UNDER HAUNCHES, 3. COMPACT BEDDING MATERIAL TO 959 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY, 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKYILUNG' IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN I" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS PIPE BEDDING SID, PLAN - 408 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 5- 360101 By: *- Dote: 8-S -11 By: Dote: Fi S L By: Late By: Dote 0 � Q p N3 Q � ru S u U- co z LL N` LL O z W m co z N N =Z z ) � � W 1— 0 Go N C CL W 0) N Qw3N co Q W n Z N I W v N co O E. DAWFS `y�N a oNi 61 z T W ♦ V, q_ o 42009 LJEENG\�4" d►� NyJy CITY OF RENTON C)EPARTMENT OF= PUBLIC WORKS 2 8 -5 -11 CITY REVIEW COMMENTS DO N =o DESIGNED 1 z N DO 8/3/11 DRAWN w - SUBMITTED TO CITY OF RENTON n� � 5/17/11 a W �z W LO.— REYMON W APPR DATE APPROVED CN C 00 04 0) CD rl DO S Q 3 I = W Z U) 11 n C3 FN In IC) W F 00 Z N N KS `J v v U N E. DAWFS `y�N a oNi 61 z T W ♦ V, q_ o 42009 LJEENG\�4" d►� NyJy CITY OF RENTON C)EPARTMENT OF= PUBLIC WORKS 2 8 -5 -11 CITY REVIEW COMMENTS DO DO 8/5/11 DESIGNED 1 5 -25 -11 CITY REVIEW COMMENTS DO DO 8/3/11 DRAWN - SUBMITTED TO CITY OF RENTON DO DO 5/17/11 E LO.— REYMON W APPR DATE APPROVED • 3GAE AS SHOWN m 3 a m 0 a 3 a a I 0 N N m x` N 3 0 w xl ti 0 N a 0 N E 0 a I 0 0 0 C E 0 0 N H 0 v° i d V r O z m O W m