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HomeMy WebLinkAboutzS-3847Setb �� Q So SSW" -c ss - SSCO W X ui lei CB 11 SS................... .... w w w WT w w w FY TA" rZA&I e,,FWFR h(w. ro- UFTRO) "fAi 0 RA MO. lma-"N_m 77— F m --------- — -------------- -------- ---------------------------- -------------- ----- -------- ------ 00 7�—LIGHT Ilia�t �I Loc I T 0 KEA PAIWERW *C R 384727 C��i 1 420 ALAN WOOD ROAD 11"I'll G,4 11111140HOCKEN, PA 19426 S 384701 W 3847 1 *-OS. S, V"� A y *� %j &A FK6 S COWACT: DWWT E. SLATON DA7W Fmccootiomm A-, UA 'v �i�oj cTmIVCpCITY OF RENTON, NAVD 88 TO co10 WY WMANNIM 934-018t CEU 3W-50-4623 AlWovod by: ft -e c Dote a — CALL 2 MM�OF�CNiGi DAYS L't FhKmwfL 5JF 28527 CITY OF RENTON CONTROL AWowd by: Aaff Dole 411ZA111-r d % N COMAUM ENMERS YOU M POINT NO. 1864 WAS HELD 0--- 18215 72ND AWWA WUTH KENT, /'Il- tic AWoved by: Yja A Dote i 9sidi: F W -w #A L WA 1111111111M FOR ELEVATION, BEING v 19.488 FEET NVD68NON Date WC: AY G M. P (45251-622 CITY OF RENTON �GH�� j� �ErARTAAEiVT OF ��,.�� wo�� �r d`ZOVERALL llTtJTY PLAN �k NCEA JOPMEW, N=,..lTON, WA. 0 US IDAlRE 6/11/2015 Pu mo. U 15001266 Cr–13mi JW or," 1 '=40' BOOK -PAM ==TV OF PU&C cr CPQ - P. - 3aov-? � -'-) W) s 3 2v � 40 / L T V Z- --I I Z z N l_J 00 uj c ��v W y 0�0 Lai 6wo m z m m Q. U to 777 in In w 0 I to ISO I I CN (D CID co L6 U. LA - Lo 0 U V- C) CN rn ai E 0 CP to 0z 00 10� Cm C c*4 W) c: (o (Zi W) 00 N ff) SSW" -c ss - SSCO W X ui lei CB 11 SS................... .... w w w WT w w w FY TA" rZA&I e,,FWFR h(w. ro- UFTRO) "fAi 0 RA MO. lma-"N_m 77— F m --------- — -------------- -------- ---------------------------- -------------- ----- -------- ------ 00 7�—LIGHT Ilia�t �I Loc I T 0 KEA PAIWERW *C R 384727 C��i 1 420 ALAN WOOD ROAD 11"I'll G,4 11111140HOCKEN, PA 19426 S 384701 W 3847 1 *-OS. S, V"� A y *� %j &A FK6 S COWACT: DWWT E. SLATON DA7W Fmccootiomm A-, UA 'v �i�oj cTmIVCpCITY OF RENTON, NAVD 88 TO co10 WY WMANNIM 934-018t CEU 3W-50-4623 AlWovod by: ft -e c Dote a — CALL 2 MM�OF�CNiGi DAYS L't FhKmwfL 5JF 28527 CITY OF RENTON CONTROL AWowd by: Aaff Dole 411ZA111-r d % N COMAUM ENMERS YOU M POINT NO. 1864 WAS HELD 0--- 18215 72ND AWWA WUTH KENT, /'Il- tic AWoved by: Yja A Dote i 9sidi: F W -w #A L WA 1111111111M FOR ELEVATION, BEING v 19.488 FEET NVD68NON Date WC: AY G M. P (45251-622 CITY OF RENTON �GH�� j� �ErARTAAEiVT OF ��,.�� wo�� �r d`ZOVERALL llTtJTY PLAN �k NCEA JOPMEW, N=,..lTON, WA. 0 US IDAlRE 6/11/2015 Pu mo. U 15001266 Cr–13mi JW or," 1 '=40' BOOK -PAM ==TV OF PU&C cr CPQ - P. - 3aov-? � -'-) W) s 3 2v � 40 / L T V Z- --I I Z z N l_J 00 c c ��v W y 0�0 z m z m m T My N l_J 00 O c ��v W y 0�0 V) LJ a V) w Z ...d a Q I O 3 • Z zc x � FSI # IJ .c • � m r t !w f " # m • co _ D r*i -- R i +r V) LJ a V) w Z ...d a Q I O 3 is Z zc x � FSI t�7+ IJ .c c � m o J a " p� IG m c a a— J F- a -� 0 WAN = J is 15 C J W W � U V1 D U M -» o m®mo�s- I N N 1 1 I 1 1 1 � a I 1 1 1 19m4w, o zo 40 so cn n 0 OW S, CLEAN OUT PER COR STD DTL 4Q, 1 RIM = 20.1 IE = 14.30 (6 TO N i =, SADDLE PER CITY STD DTL 406.1 IE=14.15 +/- FIELD VERIFY RtM = 20.17 IE = 14.16 (6" NE) REFERENCE CITY OF RENTON RECORD DRAWING NO S-251 PLAN AND PROFILE SAMTARY SEWER BENAROYA CO WAREHOUSE AUG 7, 19 78 M 5 LF J 6" SS • 2.78% IE=15.92 - 15" SD - TOP = 15.28 -6" SS IE= 14.72 - 6" SS SCALE: 1"=40' IKEA WEST SIDE SEWER PROFILE FINISH AT SEWER — 25 25 6' SS E = 14.6 41 h TOG.15.1 - 13' MY IE16.0 • �-!' ,..,Ii',�•. .. . �� 04 of o o 04 7 o SCALE: 1"=20' HORZ. 1" =5' VERT 11e111r-AL DA1W CIN OF RENTON, NAVD 88 �i1A1rG CIN OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) i__a»w■_a■>_a_aw_.._a-_E_1__aia■a!■!■1•■■���� ■ >• to � , ,� SIRE PROTftft a mmECTION ROOM iarm maws ELECTRICAL ROOM 10 -mum., -mm 0 3, C1 OUT PER cm I SID DSL 403.1 � ■ CONNECT TO EX 8 SS, S#ME PER IIIIIN ' 20.18 _ CITY SM DTL 406.1 IE = 14.30 (6") ■ IE=14.15 +/— FIELD p I ■ VERIFY ■ IE = 14.16 (6N E) ■ 1 0 IF - 9s sc sc sc tt s s s s s 91 ■ ■ SS 0 2.79X w 0 40 • ! ti4 , ! 1 14—INCH BLDG SEKR, IlEm 17.1 SEE PLLOAMW PLANS ' r i ■ ■ HiIllis i � 111111 SCALE: 1"=20' Approved by: �"'� 50ff — Dote Z - Approved by: ' ' Dote Approved by: Date AWoved by: Date J,pi ASy�♦BB 28527 `mss ^/s, it /04f O-Ztv-/,X- IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIT E. SLATON CMSWWTIM MANAMIR P: (410) 934-01ft CELL 303-W-4623 E:KAM r !lAAt lSEN CONSIJLTIN G ENGINEERS 18215 72ND AVENUE SOUTH KENT, NIA 98032 CONTACT: JAY GRUN, PE (425)251-6222 u A: Of KEYMXP NOT TO SCALE WW" KEYN07M Oj EXISTING SSMH TO REMAIN. OEXISTMIG SIDE SEWER SHOWN AS PER RECORD DRAMNNGS. NOT FOUND DURING FIELD SURVEY. CONTRACTOR SHALL POTFIOLE OR VIDEO SEWER TO CONFIR#1 LOCATKklS ANO ABANDON/DEMOLISH AT IMAM! THOSE SIDE SEWERS NOT BEMIG USED. OEX. SAN SIDE SEWER PLUG WITH CONC. SEE ALSO DEMOLITION PLANS O ABANDON/DEMOLISH SAN SEWER AIAMFIOLE AS PER COR STD DTL 400.5 An o� I is tV zc x � Ocm c cCA L0 � � � z WF m m co _ D � � -- LO .c q* (0 4D N Z m L6. U. U m 6 U U a 0 CP V) co 00 to Z O ,` V) a� a� c to r N W) G . ca Z Z a V'f V'f to LL m®mo�s- I N N 1 1 I 1 1 1 � a I 1 1 1 19m4w, o zo 40 so cn n 0 OW S, CLEAN OUT PER COR STD DTL 4Q, 1 RIM = 20.1 IE = 14.30 (6 TO N i =, SADDLE PER CITY STD DTL 406.1 IE=14.15 +/- FIELD VERIFY RtM = 20.17 IE = 14.16 (6" NE) REFERENCE CITY OF RENTON RECORD DRAWING NO S-251 PLAN AND PROFILE SAMTARY SEWER BENAROYA CO WAREHOUSE AUG 7, 19 78 M 5 LF J 6" SS • 2.78% IE=15.92 - 15" SD - TOP = 15.28 -6" SS IE= 14.72 - 6" SS SCALE: 1"=40' IKEA WEST SIDE SEWER PROFILE FINISH AT SEWER — 25 25 6' SS E = 14.6 41 h TOG.15.1 - 13' MY IE16.0 • �-!' ,..,Ii',�•. .. . �� 04 of o o 04 7 o SCALE: 1"=20' HORZ. 1" =5' VERT 11e111r-AL DA1W CIN OF RENTON, NAVD 88 �i1A1rG CIN OF RENTON CONTROL POINT N0. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) i__a»w■_a■>_a_aw_.._a-_E_1__aia■a!■!■1•■■���� ■ >• to � , ,� SIRE PROTftft a mmECTION ROOM iarm maws ELECTRICAL ROOM 10 -mum., -mm 0 3, C1 OUT PER cm I SID DSL 403.1 � ■ CONNECT TO EX 8 SS, S#ME PER IIIIIN ' 20.18 _ CITY SM DTL 406.1 IE = 14.30 (6") ■ IE=14.15 +/— FIELD p I ■ VERIFY ■ IE = 14.16 (6N E) ■ 1 0 IF - 9s sc sc sc tt s s s s s 91 ■ ■ SS 0 2.79X w 0 40 • ! ti4 , ! 1 14—INCH BLDG SEKR, IlEm 17.1 SEE PLLOAMW PLANS ' r i ■ ■ HiIllis i � 111111 SCALE: 1"=20' Approved by: �"'� 50ff — Dote Z - Approved by: ' ' Dote Approved by: Date AWoved by: Date J,pi ASy�♦BB 28527 `mss ^/s, it /04f O-Ztv-/,X- IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIT E. SLATON CMSWWTIM MANAMIR P: (410) 934-01ft CELL 303-W-4623 E:KAM r !lAAt lSEN CONSIJLTIN G ENGINEERS 18215 72ND AVENUE SOUTH KENT, NIA 98032 CONTACT: JAY GRUN, PE (425)251-6222 u A: Of KEYMXP NOT TO SCALE WW" KEYN07M Oj EXISTING SSMH TO REMAIN. OEXISTMIG SIDE SEWER SHOWN AS PER RECORD DRAMNNGS. NOT FOUND DURING FIELD SURVEY. CONTRACTOR SHALL POTFIOLE OR VIDEO SEWER TO CONFIR#1 LOCATKklS ANO ABANDON/DEMOLISH AT IMAM! THOSE SIDE SEWERS NOT BEMIG USED. OEX. SAN SIDE SEWER PLUG WITH CONC. SEE ALSO DEMOLITION PLANS O ABANDON/DEMOLISH SAN SEWER AIAMFIOLE AS PER COR STD DTL 400.5 s o� D is Y� zc x � Ocm c cCA CD z :.n T :n. 00 r O z m m m ID _ D � � s o� D is Y� rn f" r M 09 T 7 Ocm cCA CD T :n. 00 r O w z W _ D � � o� D U rn f" r M 09 T 7 Ocm cCA D U 7 J J m U CL N LH L0 O N tL? QO E d 3 vi 1 3 M 00 tD r c tU c c PO 0 cn O r V V) w a Z a u � N Li a a 0 O Y O 3 V) V E"4 >04 Z .0 75 EM4 � 8Y 2 C *4 Lj Lli a LL a W m V- 0 m 0 I u") CL D w mmommm" 0 U w 0 z m 0 J J m U CL N LH L0 O N tL? QO E d 3 vi 1 3 M 00 tD r c tU c c PO 0 cn O r V V) w a Z a u � N Li a a 0 O Y O 3 V) V E"4 >04 Z .0 75 EM4 � z< S 2 C c c C CL rn Li O 0 o � J 0. •� Q S 2 '0 Gj C V :3 m V) V c�c > G LJ Y U a � c c C CL rn Li O 0 o � J 0. •� Q S 2 rm"* w z 0 V W w i ( } I 1 I � I I M EX 36 SAN SEWER (KING CO. METRO) n I I I I I I 1 I I 1 1 I I I I 1 I 1 � i I � i I I I fl, i i �I REFERENCE CITY OF RENTON RECORD DI NG NO S-251 PLAN AND PROFILE SANITARY SEINER RENAROYA CO WAREHOUSE AUG 71, 19 78 DA7W CITY OF RENTON, NAVD 88 i1A1rG CIN OF RENTON CONTROL POINT N0, 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD68) FM CCOARIANIX MCIR Y WANDA110111 Approved by: E''� '4''"`�' w'" -J `-e-ob" Date 41on l 2? Approved by: 04=& NQDaae L;: Approved by: Dote Amrowd bv: Date �WEF'� KEiPlO1E& O1 EXISTING SSMH ADJUST TO MATCH FMNSH GRADE (TYPK•AL) O2000 GALLON OIDCASTLE 410DEL 612 -GI► OR APPROVED EQUAL SAN. SEINER GREASE INTERCEPTOR. 12'-8' L X 6' - 8" W X 7'- 9" D. (OUTSIDE DIMENSIONS). SEE ALSO BUILDING PLtAIBMiG PLAN SHEETS P101 AND DETAIL 2/P605 O3 EX. SAN SIDE SEWER PLUG WITH CONC. SEE ALSO DEMOLITION PLANS 4O ABANDON/DEMOLISH SAN SEINER WlM40LE AS PER COR STD DTL 400.5 O EXISTING SIDE SEWER SHOWN AS PER RECORD DRMNM4GS. NOT FIELD VERIFIED. CONTRACTOR SHALL POTHOLE OR VIDEO SEINER TO COWIR11 LOCATIONS AND ABANDON/DEMOLISH AT AIAMI THOSE SIDE SEWERS NOT BEING USED. IKEA PROKIRTY INC S . G,Q� 420 ALAN WOOD ROAD A Sy CONSHOHOCKEN, PA 19429 /,�c CONTACT: DOT E. SLATON CONS1wtXIM MANAGER : (610) W -DIM CELL 303-50-4623 E: aftl *Rl� �,28527 �p �4 .�8` N C('�NStjLTMIG ENGIIrEERs FSS G S j E� ��' 19215 72ND AVENUE SOUTH KEW, /0 A L E� WA OW32 CONTACT: JAY GMM, PE (425)251-6222 5-384103 c -b 9 KEYMAP NOT TO SCALE 1 CITY OF RENTON E>E!'ARTMENT OF PUBLIC WORiC8 .. �.. ..�.» �. ...r dOO ldmk p Q F� C D z z�ZI0 W c�c > G LJ Y U � W z< S 2 J �z z m m m V J I CL rm"* w z 0 V W w i ( } I 1 I � I I M EX 36 SAN SEWER (KING CO. METRO) n I I I I I I 1 I I 1 1 I I I I 1 I 1 � i I � i I I I fl, i i �I REFERENCE CITY OF RENTON RECORD DI NG NO S-251 PLAN AND PROFILE SANITARY SEINER RENAROYA CO WAREHOUSE AUG 71, 19 78 DA7W CITY OF RENTON, NAVD 88 i1A1rG CIN OF RENTON CONTROL POINT N0, 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD68) FM CCOARIANIX MCIR Y WANDA110111 Approved by: E''� '4''"`�' w'" -J `-e-ob" Date 41on l 2? Approved by: 04=& NQDaae L;: Approved by: Dote Amrowd bv: Date �WEF'� KEiPlO1E& O1 EXISTING SSMH ADJUST TO MATCH FMNSH GRADE (TYPK•AL) O2000 GALLON OIDCASTLE 410DEL 612 -GI► OR APPROVED EQUAL SAN. SEINER GREASE INTERCEPTOR. 12'-8' L X 6' - 8" W X 7'- 9" D. (OUTSIDE DIMENSIONS). SEE ALSO BUILDING PLtAIBMiG PLAN SHEETS P101 AND DETAIL 2/P605 O3 EX. SAN SIDE SEWER PLUG WITH CONC. SEE ALSO DEMOLITION PLANS 4O ABANDON/DEMOLISH SAN SEINER WlM40LE AS PER COR STD DTL 400.5 O EXISTING SIDE SEWER SHOWN AS PER RECORD DRMNM4GS. NOT FIELD VERIFIED. CONTRACTOR SHALL POTHOLE OR VIDEO SEINER TO COWIR11 LOCATIONS AND ABANDON/DEMOLISH AT AIAMI THOSE SIDE SEWERS NOT BEING USED. IKEA PROKIRTY INC S . G,Q� 420 ALAN WOOD ROAD A Sy CONSHOHOCKEN, PA 19429 /,�c CONTACT: DOT E. SLATON CONS1wtXIM MANAGER : (610) W -DIM CELL 303-50-4623 E: aftl *Rl� �,28527 �p �4 .�8` N C('�NStjLTMIG ENGIIrEERs FSS G S j E� ��' 19215 72ND AVENUE SOUTH KEW, /0 A L E� WA OW32 CONTACT: JAY GMM, PE (425)251-6222 5-384103 c -b 9 KEYMAP NOT TO SCALE 1 CITY OF RENTON E>E!'ARTMENT OF PUBLIC WORiC8 .. �.. ..�.» �. ...r dOO ldmk Q F� o z z�ZI0 i o, m I c�c > G _<_ c N z< S <�oC05r J �z z m m m ID I Q F� o i o, m I c�c > G `CDO- N z< S <�oC05r J �z a I Q F� C� 6 � O r C� 6 � m mC — tt? Ld W 04 (n 0 C) 0 z m 0 PATCHED AKA U I N' ik-', P, v �v 6, 2 -44 L0 POCKET W ieN' 11 R.C. SOCKET HD CLASS 3000 ORTR J NOTE S AN SPECIAL. PROMS ON MENT f(Ir" U414L) OMAV. R BRICKS,: SEE ATE C (BRONZE O. k. Q+ Frl LL. 3T 2"RAISED PADS U I N' ik-', P, v I dw RECESSED LLI L0 POCKET 6»t CONCRETE 11 R.C. SOCKET HD CLASS 3000 L ON' $dACW 1 A` G, (n ICD (BRONZE O. k. Q+ Frl LL. 3T 2"RAISED PADS PLUG c r 1:2:Y4" 1.4" z x m 0 > m C) ii VO) 0- a. to In In v- Li O Q- 1* (0 so �qt 00 co m LA- L. u-tJ m c:) CN 00 4; E Z CO 0 00 to ml- > 1-01 w N W) Z 00 cn O o c!' N on LL - I dw ......................... RECESSED II o L0 POCKET 6»t CONCRETE 11 R.C. SOCKET HD CLASS 3000 L ON' $dACW 1 A` G, (n ICD (BRONZE O. k. Q+ Frl FOAM 3T 2"RAISED PADS PLUG c r 1:2:Y4" 1.4" z 2 ......................... -Mo II o ip 6»t CONCRETE CLASS 3000 SIM0 OR (n ICD EXPANDABLE: Q+ Frl FOAM 3T TIGHT PLUG PIPE: MATERIAL A$ SPECIFIED BY THE :ENGINEER 45' (1/8) KNO $0 000 14 COMPACT ED GRAVEL "ROW OR COF MINIMU4 OF 12" INda 5bCONCRM PLUIG LEN G714 40 (OMMUM :OF 12 w IN LENGTH) DAnW MAM CITY OF RENTON, NAVD 88 TO CITY WANDAIM Approved by: , Date mop" omrwwk. OL:- CITY OF RENTON CONTROL Approved by: Dote POINT NO. 1864 WAS HELD AWovW by: Dote FOR ELEVATION, BEING 19.488 FEET (NAVD88) oww h: Date PUBLIC : WORKS A6ALMLALAWLA DEPARMW JANUARY 2 -Ml S * -0 28527 0 " / i T t v'�' FSS�IONA L KA PfKVERlY INC 420 ALM WOOD AM COWSHOHOMEN, PA 19426 CONTACT: DOW E. SLA70N CONSWWrM MANAM (RSO) 834-018* CELL 303-50-4623 N CONSULTM ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA so= CONTACT: JAY GPM, PE (425)251-6222 CITY OF RENTON C01IMPAIIIR I MIEN"r of PKJM—K-,** W<D#WS T V' Iri _T 71'14� cn -Mo II o ip o ,n (n ICD II����N Z Q+ Frl 3T oIr 71 c r T Fri J z z m 0 > II o o ,n (n ICD II����N Z Q+ Frl oIr 71 c II o > ,n (n ICD 4& 00 C) D ,n g Y wz n 0 0 TO CRY STANDARDS by: Dote --�le'i���nN�e tenial 41e:�.�wm.�e�i��5'''�"■:r:.....�.�.� -���� 3 C Dole zo Fy -- - - -- DY � 0L sW o (D a N a n a 1'=60' O O 0 30 60 120 L0 Q w � 3 Q Z Z o � m a Z m 15 IL Cr w _ _. -- — i' FZ(L O J IS a w > O Y Y wz n 0 0 TO CRY STANDARDS by: Dote --�le'i���nN�e tenial 41e:�.�wm.�e�i��5'''�"■:r:.....�.�.� -���� 3 C Dole zo Fy -- - - -- DY w 0L o (D a n - CHECKED FOR COMPLIANCE , TO CRY STANDARDS by: Dote --�le'i���nN�e tenial 41e:�.�wm.�e�i��5'''�"■:r:.....�.�.� -���� 3 C Dole -- - - -- DY Dole a � a w O yj Q u � m N m 15 m � - CHECKED FOR COMPLIANCE , TO CRY STANDARDS by: Dote --�le'i���nN�e tenial 41e:�.�wm.�e�i��5'''�"■:r:.....�.�.� -���� 9y. Dole -- - - -- DY Dole u 15 _ _. -- — i' : IS 1 I ICal I -� ►� �_ - - 31 CB 29 f -;- I I0 �r ;� .�... . aopfrj® "� ��L►r_.��IGByyy�n rl.l J -� _ : _ �� 411111111111111114 LLL ♦ •ti I �0 14 Ij . 2 Cs 5.rl �♦L;-CS �i_Rii♦ -- It' 1♦ o • DRAINAGE_ T - •� • • - e C1.7-2 SANITARY �BEWER IMPROVEMENTS I ER I PROV- .:,. N No �♦ • - I� 1' N 64I 67L I ICB ICS TRENCH DMN B CEI. C8 10ss w ss ss u .. EX 36" SAN SEWER (KING CO. METRO) "_. •.fit,_.. ' ' - " _.;eerl: .. _ A8-B(!LT NOTE; VERTICAL. DATM THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAVSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED DIVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCHMARK: BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRNATE WATER AND SEWER' SYSTEMS POINT. NO. 1864 WAS HELD p pp�H4 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING 2 plT REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) AS—BUILT IKEA PROPERTY INC 420 ALAN WOOD ROOD CONSHOHOCKEN. PA 19428 CONTACT: DOW E. SLATON CONSTRUCTION MANAGER P: (610) 1IN-01611: CEI. 303-519-4633 E: Dw..,Ta ATM9K eEpM ENGINEER B.CRCRAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBS. PE (425)251-6222 A. w H-. CITY OF RENTON f�EPARTMENT OP PUBLIC WORKS OVERALL UTILITY PLAN BCAIE 1.-�. S-384705 W-384707 R-3947120 C w 91. CHECKED FOR COMPLIANCE TO CRY STANDARDS by: Dote 9y. Dole DY Dole IKEA PROPERTY INC 420 ALAN WOOD ROOD CONSHOHOCKEN. PA 19428 CONTACT: DOW E. SLATON CONSTRUCTION MANAGER P: (610) 1IN-01611: CEI. 303-519-4633 E: Dw..,Ta ATM9K eEpM ENGINEER B.CRCRAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBS. PE (425)251-6222 A. w H-. CITY OF RENTON f�EPARTMENT OP PUBLIC WORKS OVERALL UTILITY PLAN BCAIE 1.-�. S-384705 W-384707 R-3947120 C w 91. a to Y (D .. s N a O 0 � � 3 LL W W W 7N J Q ir W Y W N - a PER CDR wz OE Y b v e[A: 1l+3o'i - - - - - SMH-B J - 5 LF 6"� e--{- W Wo- W --}- W W& W W W-i--e.t W -sF O zmt'- 3 SANITARY SIDE SEWER PROFILE DETAIL z a COMECFTOEXBBB. IE,.," WN ti W a fi• IE=14.15 +/- FIELD c c b v IE -15.92 15" SD f n IE = *.4S (6" NE) 14.51 10 a 'R ip s 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 $ o TOP = 1528 _ IE= 14.72 - 6" SS ' 16.47 I ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN m 4 m 4 -RICH BLDG SEWER, IE - i N• m B CALL 2 WORKING DAYS 1 0 z I IIIII� 11=49 I X 6" SAN SEWER Gi 1 SS ° ' o EX. ALLIANCE SEE SANITARY SIDE PACKAGING BUILDING SEWER DETAIL BELOW SCO3,CLEAN OUT PER COR NECT TO E% 855. SADDLE PER D DTL 403.1 sT CITY STD Ott 406.1 M = 20.18 LE. u=11.3)' IE=J1aFiIELD = S (67LE. E-n.n ; 4 1 VERIFY 211SET •I1 I.E. W-1 b14+1p.6. a IE (6" E) ' + - MM3, CLEAN OUT PER CDR 9 W b v e[A: 1l+3o'i - - - - - SMH-B J - 5 LF 6"� e--{- W Wo- W --}- W W& W W W-i--e.t W -sF O zmt'- IE = j$ (6' SANITARY SIDE SEWER PROFILE DETAIL z 4 -NCH BLD08EWSL IE. COMECFTOEXBBB. SADDLE PER 15 Cm STD DTL 4061 fi• IE=14.15 +/- FIELD b v IE -15.92 15" SD f n IE = *.4S (6" NE) 14.51 10 Q TOP = 15.28 -6" SS , ti 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 - 15" SD TOP = 1528 _ IE= 14.72 - 6" SS ' 16.47 I ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN m 4 m 4 -RICH BLDG SEWER, IE - i N• m 83 iF 0 z I IIIII� 11=49 I X 6" SAN SEWER Gi 1 SS ° ' o EX. ALLIANCE SEE SANITARY SIDE PACKAGING BUILDING SEWER DETAIL BELOW SCO3,CLEAN OUT PER COR NECT TO E% 855. SADDLE PER D DTL 403.1 sT CITY STD Ott 406.1 M = 20.18 LE. u=11.3)' IE=J1aFiIELD = S (67LE. E-n.n ; 4 1 VERIFY 211SET •I1 I.E. W-1 b14+1p.6. a IE (6" E) ' + - MM3, CLEAN OUT PER CDR STD DTL 403.1 W RIM = 20.18 v e[A: 1l+3o'i - - - - - SMH-B J - 5 LF 6"� e--{- W Wo- W --}- W W& W W W-i--e.t W -sF O zmt'- IE = j$ (6' SANITARY SIDE SEWER PROFILE DETAIL 0 14.61 4 -NCH BLD08EWSL IE. COMECFTOEXBBB. SADDLE PER 15 Cm STD DTL 4061 fi• IE=14.15 +/- FIELD VERIFY v IE -15.92 15" SD f IE = *.4S (6" NE) 14.51 10 Q TOP = 15.28 -6" SS , 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 - 15" SD TOP = 1528 _ IE= 14.72 - 6" SS ' 16.47 I ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 BACKFLOW 4 -RICH BLDG SEWER, IE - i N• 83 iF CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND '. SEE PLUMBING PLANS 6" SS I 1 I BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL ry n . STA 11�.oi I, I' 1 I ! lol O OFF: 38.11'RTT ,k�.L i% 1 E; Ilm 1 IKEA 1 FF EL=25.0 SANITARY SEWER IMPROVEMENTS PLAN �•�`� �.� \ ®._.®,®._._._._ SCALE: 1"-40* �� •=.�. m. m. m. m. m. IKEA WEST SIDE SEWER PROFILE FINISH GRADE AT SEWER 25 MM3, CLEAN OUT PER CDR STD DTL 403.1 IE- 14.72 - 6" SS -0+200+00 1-m RIM = 20.18 IE = j$ (6' SANITARY SIDE SEWER PROFILE DETAIL 0 14.61 4 -NCH BLD08EWSL IE. COMECFTOEXBBB. SADDLE PER 15 Cm STD DTL 4061 fi• IE=14.15 +/- FIELD VERIFY RIM = 20.17 IE = *.4S (6" NE) 14.51 10 Q 5 LF 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 - 15" SD TOP = 1528 -6" SS I ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 BACKFLOW - 83 iF CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND '. 6" SS BENCHMARK' RIM RIM = 21.09 BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL O 2.00% IE -(6" W) POINT NO. 1864 WAS HELD '` _ EXISTING'. GRADE AT Q 16.32 APprovetl by: OFF m --Mu A roves b N� EMLwal_- m pnp ' is -. oils 1 IKEA 1 FF EL=25.0 SANITARY SEWER IMPROVEMENTS PLAN �•�`� �.� \ ®._.®,®._._._._ SCALE: 1"-40* �� •=.�. m. m. m. m. m. IKEA WEST SIDE SEWER PROFILE FINISH GRADE AT SEWER 25 16.47 TTIq 20 2 M 25 MM3, CLEAN OUT PER CDR STD DTL 403.1 IE- 14.72 - 6" SS -0+200+00 1-m RIM = 20.18 IE = j$ (6' SANITARY SIDE SEWER PROFILE DETAIL 0 14.61 4 -NCH BLD08EWSL IE. COMECFTOEXBBB. SADDLE PER 15 Cm STD DTL 4061 fi• IE=14.15 +/- FIELD VERIFY RIM = 20.17 IE = *.4S (6" NE) 14.51 10 Q 5 LF 6" 55 BBMZ 48" TYPE 1 O 2% IE=15.92 - 15" SD TOP = 1528 -6" SS 25 16.47 TTIq 20 2 M IE- 14.72 - 6" SS -0+200+00 1-m TIM SANITARY SIDE SEWER PROFILE DETAIL 4 -NCH BLD08EWSL IE. R 15 fi• REFERENCE CITY OF RENTON RECORD DRAWING NO S-251 PIAN AND PROFILE SANITARY SEWER BENAROYA CO WAREHOUSE AS -BUILT AUG 7, 1978 BBMZ 48" TYPE 1 -BUILT GATED: 12 AS -METAS ---- THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 BACKFLOW - 83 iF CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND '. 6" SS BENCHMARK' RIM RIM = 21.09 BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL O 2.00% IE -(6" W) POINT NO. 1864 WAS HELD _ EXISTING'. GRADE AT Q 16.32 APprovetl by: OFF m 19.488 FEET (Ni A roves b N� m pnp 25 16.47 TTIq 20 2 M TO E% 8 SI Cm IE=14 4.! R = 5 LF 6"� WO 2.788 W 4 -RICH BLDG SEWEgi SEE PLUMBING m �EI�E PROTECTION ROOM :LECTRICAL ROOM_ _ SSCO 3, CLEAN=OUT PER COR STD DTL 403.1 RIM - 20.18 IE a Di (6) 1 4 _p ©14.61 I 1 6 1 = o STA 9.5 e • = o l 7 LJ W 1f' __W _W 1 83 LF 55. O 2.0I0%-1� lJ SSMH 2. 48" TYPE 1 WITH 6" SEWER BACKFLOW VALVE RIM = 21.09 IE = 15.96 (6" W) I v I FLit I II SANITARY SIDE SEWER DETAIL SCALE: 1"=20' -.-IFR`'i IKEA PROPERTY INC 420 ALAN WOOD ROM CONSHOHOCKEN. PA 19428 CONTACT: DWGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-Olft CELL .103-549-4623 E: OWGHT.YATON41 GW ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBB. PE (425)251-6222 1 1 1 W O EXISTING SSMH TO REMAIN. CITY OF RENTON �G"AVS DEPARTMENT CDP PUBLIC WORKS m'r ,FZ SANITARY SEWER IMPROVEMENTS IKEA REDEVELOPMENT, RENTON, WA. ? OE901!® CFB DATE 6/11/2015 FILE U15001266 Q9' GUWN GCT2N0 EN6MYv� CEEgf® IS tKALE 1".40• FHDBOCK PAS_ aPFRow® iiPiii .7-2 oP42 S-384706 R-3947121 IV z O W U Eli IE- 14.72 - 6" SS -0+200+00 1-m TIM SANITARY SIDE SEWER PROFILE DETAIL R REFERENCE CITY OF RENTON RECORD DRAWING NO S-251 PIAN AND PROFILE SANITARY SEWER BENAROYA CO WAREHOUSE AS -BUILT AUG 7, 1978 -BUILT GATED: 12 AS -METAS VEB T!i DATUMI THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND App o etl by: RIM ELEVATIONS WERE OBTAINED BY DEMON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCHMARK' BEFORE YOU DIG FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL Appravetl by: THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD pp44�4 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS FOR ELEVATION, BEING APprovetl by: OFF INTENDED. 19.488 FEET (Ni A roves b TO E% 8 SI Cm IE=14 4.! R = 5 LF 6"� WO 2.788 W 4 -RICH BLDG SEWEgi SEE PLUMBING m �EI�E PROTECTION ROOM :LECTRICAL ROOM_ _ SSCO 3, CLEAN=OUT PER COR STD DTL 403.1 RIM - 20.18 IE a Di (6) 1 4 _p ©14.61 I 1 6 1 = o STA 9.5 e • = o l 7 LJ W 1f' __W _W 1 83 LF 55. O 2.0I0%-1� lJ SSMH 2. 48" TYPE 1 WITH 6" SEWER BACKFLOW VALVE RIM = 21.09 IE = 15.96 (6" W) I v I FLit I II SANITARY SIDE SEWER DETAIL SCALE: 1"=20' -.-IFR`'i IKEA PROPERTY INC 420 ALAN WOOD ROM CONSHOHOCKEN. PA 19428 CONTACT: DWGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-Olft CELL .103-549-4623 E: OWGHT.YATON41 GW ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA 98032 CONTACT: JAY GRUBB. PE (425)251-6222 1 1 1 W O EXISTING SSMH TO REMAIN. CITY OF RENTON �G"AVS DEPARTMENT CDP PUBLIC WORKS m'r ,FZ SANITARY SEWER IMPROVEMENTS IKEA REDEVELOPMENT, RENTON, WA. ? OE901!® CFB DATE 6/11/2015 FILE U15001266 Q9' GUWN GCT2N0 EN6MYv� CEEgf® IS tKALE 1".40• FHDBOCK PAS_ aPFRow® iiPiii .7-2 oP42 S-384706 R-3947121 IV z O W U Eli ► W ° SEWER KEYNOTES � J Ny a 20 40 80 MEA BUILDING O EXISTING SSMH ADJUST TO MATCH FINISH GRADE (TYPICAL) a 2 2000 GALLON OLDCASTLE MODEL 612 -GA OR APPROVED EQUAL IE 19.14 O SAN. SEWER GREASE INTERCEPTOR. 12'-B" L X 6' - 8" W X 7'- 9" D. (OUTSIDE DIMENSIONS). am LO SEE ALSO BUILDING PLUMBING PLAN SHEETS P101 AND DETAIL 2/P605 Q O EX. SAN SIDE SEWER PLUG WITH CONIC. SEE ALSO DEMOLITION PLANS T -40T W Z ® NOT USED 0 4" VENT PIPING W IZ- O EXISTING SIDE SEWER SHOWN AS PER RECORD DRAWINGS. NOT FIELD VERIFIED.' a ] W _ CONTRACTOR SHALL POTHOLE OR VIDEO SEWER TO CONFIRM LOCATIONS AND °ewwwxxxN lWq RINwI NwwN O Er — ABANDON/DEMOLISH AT MAIN THOSE SIDE SEWERS NOT BEING USED. . NNNN4lwlwq RHMON MOON OWI61 Q NwxwNNwwq aR M KNNH ww d 2 W Wa't6' vENr Pw Nc iL n 3 WNW 0 a 4"" TEE VENT PIPING m wQ � 11 •I A EX 36` SAN SEWER (KING CO. METRO) GREASE INT£RC£PTOR. AS BU/LT DETAIL "A' I ^ 8 °i • IKEA FF EL=25.0 jsN z Y • p SCALE.• T =10 FT BUILDING SEWER, SEE PLUMBING PIANS O F ; IE = t42Tt (6" E) IE . 19.14 Eaaaia I"1 W I s LF 6 SSCO 4, TWO WAY CLEAN OUT PER SS O 2.00% \ J - •' C> L�' • x PLUMBING PLANS I n SEE BUILDING PLUMBING M f SSCO 1, TWO WAY CLEAN OUT PER " o v, ( n PLAN SHEET PIOI PLUMBING PLANS m 'fir I RIM =RIM 24.3 �( f NON GREASE WASTE WATER d 4 S ° SSCO 5 , CLEAN OUT TO GRADE iE s , $ a. SSCO 2, CLEAN OUT PER COR _ VAULT, SEWER GREASE INTERCEPT f • STD DTL 403.1 —SEE BUILDING PLUMBING PUNS F t RIM = 23.77 RIM - 24.23 I o p• p 3 p I IE = 47:Of) (6" E) IE _ WY 8 E = 18.56 ._-=--.o.:�cG' F-� I g A E = 18.59 £ LENGTH AS REQUIRED O 2X MINIMUM a o II g O.O(P+p Ip•p o r v m ¢A¢ W m r Bp F SSMH 1, 48" TYPE T= 100 LF 6" ~ a Ir 3 2� W/BACKFLOW VALVE— 55 O 22 IT -7 y �+ • WATERLINE EASEMENT R ML ---,-s=.. ^^ (6• ,A,) 4.21 —"u° 8 ! $ < REC.NO. 14,03"(8--3) v e f a. IE 14.27 = - - 155 SS" I � I " F x EX B" SAN SEWER _ =1 aa. p _ _ _ _ " PVC I.E. S=14.02' 8` SS2 0.4 1wa� pp a w F— -_ W W' W W V W W W -�- W 5 ; a W w w— W w w w w w ; w— w TEL M/R' f $ 8.2 ZZ Cal ° EX 6" SAN SIDE SEWER TO PLUG - SEE ALSO DEMOLITION PUNS 73+18++0 p ,4 b w © r Rm n p^ N < t to P w64 LF 8" SS O 1.1X CONNECT TO SSMH-E E Wat m RECIPROCAL INGRESS, EGRESS & ARKING EASEMENT " v u �—REC.N0.20000228000508 8 vi 3 b ro Z oz ia REFERENCE Cltt OF RENTON RECORD CITY OF RENTON DRAWING NO S-251 PUN AND PROFILE R SANITARY SEWER BENAROYA CO WAREHOUSE AS -BUILT IKEA PROPERTY INC HEPAR MENT OP PUBLIC WORKS yO K j AUG 7, 1978 AS -BUILT DATED: 12-15-2017 �P� SWAS RSO CON OSH HOCC420 ALAN K ND PPAA119428 Q'GHA�Is z d m A&BI&T NOTE: VERTrAL DATUM, : °F "�y CONTACT: DWIGHT E. AATON Q' SANITARY SEWER IMPROVEMENTS S Z m ¢ THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHNUMEN CITY OF RENTON, NAVE) 88 SAND ," CONSTRUCTION MANAGER Q% Z 0 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM P. (610) 834-0186, CG1 .MM -549-4623 '" CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND APDro e4 by: Date z E: DWI r T sa axa EAmM b IKEA REDEVELOPMENT, RENTON, WA o RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST •2017. A BENCHMARK- nENGINEER' o n 4 FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL Approw:e D : Date 27 0 .,� o d Dtmaa� cre BEFORE YOU DICT Y J f STCWt \� 82155 72ND AVENUE CONSULTING SOUTH�IKENT,S ZPp W E 6/11/2015 aE Na 015001266 THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD J'/ WG 0g Z pp44�4 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING Approve4 By: Dote OWAL E A� WA 98032 YJ7 0� Olga Usc BCa11? f'.40' Fgp6ppL_paDE-- V II REVISIONS AND FUNCTION AS INTENDED. •v� CONTACT: JAY GRUBB, PE a'G ENGIN 79.488 FEET (NAVD88) a Date (�' (425)251-6222 A''� R�rCL7-3 oF4�' S-384707 R-3947122 ✓tj N 0 LF) D H Q W d mw Y d c 3 ' 1Ra O u cr Q Q N WW G Z j crW Q w 3 Q W Y m GTr 'z a OQ 0 Ez 5 � NwAN� a' DOc a C c a SEAL WIN AX 4000 OR EUAL AND ERx SAND PATOMNC SF(-M(jN A -A PPYENEM ANO BA6E MATFANL5 FO0. P 01$IANC£ WHICH ICX ISS E W PL Tp TXE 0 00#lEX (f ME iMME MUSPOUR FEET. AOJURT USING .PUMPS RINGS T.IIRS LFCPANCMEETIOE STDOW PMIESRSTO,FM N 409.1 1. REPLAOE ELCAVATED EMTEBML WOR AMINIMUM OF S'OF CAASS RE ASPHALT OR TO A DEPTH THAT IS Y BELOW THE WIIOM'OF THEOPERA AON6TRO MRINOWHSHPJW K GgEgTEq UX A8 MP11O4E0 SY 1XE EN31NEFq. 3 ALL ICINT6 BETWEEX THE CONE ADJUSTMEM RINGS, BbCY3 PHO FR4ME SXNLBPtlIWTED <. ADJUSTMENT OF THE FRAME TO GIME SH!li BE RINGSI8HE0 WITfACOMB,NPl1IXi CKSS STM6 PMOS, BRICMBANOMOq}pp XI�LYBRILN65W,LI.BE PRA6GEPEO TOCPFATEARUNMINGBdIp CA 1RBONO.Tje� B BFOP6MM50 PNUIRYIBIO, PUBLIC WOW WISICAL UTILITY COVER ➢EPAIiTMBRT ADJUSTMENT FOR PAVEMENT OR OVERLAY RECESSED LIFT POCKET t 117 `B - II N.G. SOCKET NO 2` AQ SCREW I W LONG �a (BFONM M 54) 1 x 2' RAISED PAPS T I \� �V 6 CONCRETE CLASS MOO tSAND OR EXPANDABLE FOAM 12 4' 14" WATER SORT _ PLUG 2„ M. K' 457 HIOU OEM t 2.. Y4 r JP ,14' 20 X- 14' 9aY 4 ST IRON RING AND COVER 4�`A�� PIPE MATERIAL AS SPECIFIED BY THE EMOMEER �— 45'(1/0) BEND N➢ff5 L 9' AND 6' CUEANOUTS ON SEWER MAIN$ SHALL BE EAST JORDAN IRM WORKS. INC N, SASS Of EWA. OLEAN OUT SHALL_ EE A WATER TIGHT ASSEMBLY. 2 IN UNIMPROVED AREAS, FOUR A I' -Q' THICK Y-0' $T(ARC CONCRETE. CLASS 3000, PAE) AROUND THE RING PNP COVER. PUBLIC WOW 8 OR 6 INCH CLEAM-0UT RE).� - 4034\ems IT DLFPAmvENT' FOR SAME ART SEWER NAINB $6P1'BNBER 20T3 AS -BUILT A8-BLILT N07E4 VEMr.6L DATUA THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD 88 �T p CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM G CALL WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED ]WEST AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCHMARK' BEFORE YOU DIG FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALM CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD i WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING OH REVISIONS AND FUNCTION AS INTENDED. 19,488 FEET (NAVD88) Date Date Dote REMOVE MANHOLE COVER, IN ROADWAYS. RESTORE PER FRAME. ADJUSTMENT RINGS STANDARD PLAN 110.1 AND CONE (OR FLAT TOP) T OUTSIDE OF ROADWAYS, RESTORE TO A DEPTH OF AT LEAST TO MATCH THE ADJACENT AREA. 4 FEET BELOW THE FINISHED GRADE ELEVATION. COMPACTED SAND, GRAVEL BORROW OR COE CONCRETE :PLUG (MINIMUM OF f' IN LEN6 ) CONCRETE PLUG (MINIMUM OF 12 IN. LENCIH) a p j \DRAINAGE HOLE (TYPICAL)' NOSES; 1. DRILL A MINIMUM OF 4 - 2' DRAINAGE HOLES IN THE BOTTOM OF THE MANHOLE. 2. PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE. 3. FILL THE MANHOLE WMTH COMPACTED SAND, GRAVEL BORROW (SECTOR 9-03.14(1)) OR COF. 4. DEBRIS FROM BREAKING THE UPPER PORTION OF THE MANHOLE MAY BE MIXED WITH THE FILL MATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER. 5, THE FRAME AND COVER SHALL BE SALVAGED AND ALL OTHER MATERIAL DISPOSED OF. R N PUBWC WORKS M. PLR - 4086 DEPARPM1I19P ABANDON MANHOLE JANUARY 2011 IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180: (ELL 303-549-4623 E: DNGIi.51ALpINNEALCY ENGINEER, BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 mP�GHats�Z o Z ? LP 9• 6CAYWC ENGIN��� CITY OF RENTON EJEPARTMENT OF PUBLIC WORKS SEWER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. A S-384708 R-3947128 N O W) cF L Lu W O_ T Z O 7 W U m I i x SO � SO gg O S C p _ o Mi F OL SO N z T fN m 0 SEAL WIN AX 4000 OR EUAL AND ERx SAND PATOMNC SF(-M(jN A -A PPYENEM ANO BA6E MATFANL5 FO0. P 01$IANC£ WHICH ICX ISS E W PL Tp TXE 0 00#lEX (f ME iMME MUSPOUR FEET. AOJURT USING .PUMPS RINGS T.IIRS LFCPANCMEETIOE STDOW PMIESRSTO,FM N 409.1 1. REPLAOE ELCAVATED EMTEBML WOR AMINIMUM OF S'OF CAASS RE ASPHALT OR TO A DEPTH THAT IS Y BELOW THE WIIOM'OF THEOPERA AON6TRO MRINOWHSHPJW K GgEgTEq UX A8 MP11O4E0 SY 1XE EN31NEFq. 3 ALL ICINT6 BETWEEX THE CONE ADJUSTMEM RINGS, BbCY3 PHO FR4ME SXNLBPtlIWTED <. ADJUSTMENT OF THE FRAME TO GIME SH!li BE RINGSI8HE0 WITfACOMB,NPl1IXi CKSS STM6 PMOS, BRICMBANOMOq}pp XI�LYBRILN65W,LI.BE PRA6GEPEO TOCPFATEARUNMINGBdIp CA 1RBONO.Tje� B BFOP6MM50 PNUIRYIBIO, PUBLIC WOW WISICAL UTILITY COVER ➢EPAIiTMBRT ADJUSTMENT FOR PAVEMENT OR OVERLAY RECESSED LIFT POCKET t 117 `B - II N.G. SOCKET NO 2` AQ SCREW I W LONG �a (BFONM M 54) 1 x 2' RAISED PAPS T I \� �V 6 CONCRETE CLASS MOO tSAND OR EXPANDABLE FOAM 12 4' 14" WATER SORT _ PLUG 2„ M. K' 457 HIOU OEM t 2.. Y4 r JP ,14' 20 X- 14' 9aY 4 ST IRON RING AND COVER 4�`A�� PIPE MATERIAL AS SPECIFIED BY THE EMOMEER �— 45'(1/0) BEND N➢ff5 L 9' AND 6' CUEANOUTS ON SEWER MAIN$ SHALL BE EAST JORDAN IRM WORKS. INC N, SASS Of EWA. OLEAN OUT SHALL_ EE A WATER TIGHT ASSEMBLY. 2 IN UNIMPROVED AREAS, FOUR A I' -Q' THICK Y-0' $T(ARC CONCRETE. CLASS 3000, PAE) AROUND THE RING PNP COVER. PUBLIC WOW 8 OR 6 INCH CLEAM-0UT RE).� - 4034\ems IT DLFPAmvENT' FOR SAME ART SEWER NAINB $6P1'BNBER 20T3 AS -BUILT A8-BLILT N07E4 VEMr.6L DATUA THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD 88 �T p CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM G CALL WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED ]WEST AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BENCHMARK' BEFORE YOU DIG FIELD SURVEY BY BARCHAUSEN CONSULTING ENGINEERS WAS ALM CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD i WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING OH REVISIONS AND FUNCTION AS INTENDED. 19,488 FEET (NAVD88) Date Date Dote REMOVE MANHOLE COVER, IN ROADWAYS. RESTORE PER FRAME. ADJUSTMENT RINGS STANDARD PLAN 110.1 AND CONE (OR FLAT TOP) T OUTSIDE OF ROADWAYS, RESTORE TO A DEPTH OF AT LEAST TO MATCH THE ADJACENT AREA. 4 FEET BELOW THE FINISHED GRADE ELEVATION. COMPACTED SAND, GRAVEL BORROW OR COE CONCRETE :PLUG (MINIMUM OF f' IN LEN6 ) CONCRETE PLUG (MINIMUM OF 12 IN. LENCIH) a p j \DRAINAGE HOLE (TYPICAL)' NOSES; 1. DRILL A MINIMUM OF 4 - 2' DRAINAGE HOLES IN THE BOTTOM OF THE MANHOLE. 2. PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE. 3. FILL THE MANHOLE WMTH COMPACTED SAND, GRAVEL BORROW (SECTOR 9-03.14(1)) OR COF. 4. DEBRIS FROM BREAKING THE UPPER PORTION OF THE MANHOLE MAY BE MIXED WITH THE FILL MATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER. 5, THE FRAME AND COVER SHALL BE SALVAGED AND ALL OTHER MATERIAL DISPOSED OF. R N PUBWC WORKS M. PLR - 4086 DEPARPM1I19P ABANDON MANHOLE JANUARY 2011 IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 834-0180: (ELL 303-549-4623 E: DNGIi.51ALpINNEALCY ENGINEER, BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 mP�GHats�Z o Z ? LP 9• 6CAYWC ENGIN��� CITY OF RENTON EJEPARTMENT OF PUBLIC WORKS SEWER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. A S-384708 R-3947128 N O W) cF L Lu W O_ T Z O 7 W U m