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Home My WebLink AboutR-396406CONSTRUCTION RECORD DRAWING O THIS CONSTRUCTION RECORDING DRAWING IS A O COPY OF THE APPROVED CONSTRUCTION (+() DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN O EDITED TO REFLECT ASBUILT CONDITIONS. THE d"I INFORMATION PROVIDED ON THESE RECORD ' DRAWINGS IS A COMBINATION OF FIELD Q SURVEYED INFORMATION AND DOCUMENTED W FIELD REVISIONS. EXCAVATION PLAN FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 1w=30' 0 15 30 60 O r 0000 If ,,fill d� _ .��v\ � - �,. � � , I� ,11, �� ♦ 1 Illlllll�illlllll�llllllll�I �.,,, � ��w!,�1��;�;►�� .'' , f � . \-.-......\ •` \` "'� \ , 1� ��88�r��i�.�.��>,�iL �i� GS1.��R�E�_----.56iA��_��,}�I�� .♦..,.,�I.-♦�♦.I'I►-♦� i , .. ��` -- , ; mot,, �>,.� �\� ��, ®it• /�1��1�� c! E m AN _ 47. =zIN,* �M� kn='fE� '�--a;.;+�r�;:�...� _ _ — �ar;+E:i'€�"iT� S; - .,- n, �� I7��+ha�I .r�e.•��'� i�� ► .�.1 G—�' -'� I 00 V CB PROTECTION PER COR III I I I ICI / STD. PLAN 216.30 (TYP.) Q DISCHARGE CLEAN RUNOFF / / /%.;�; \\ I \ r I I �/� , / wMH `V I I I I TEMPORARY SLOPE RECOMMENDATIONS PER ADDENDUM 2 TO THE GEOTECHNHICAL O / \ I ONLY FROM BAKER TANK INTO DOWNSTREAM \ II / CONVEYANCE SYSTEM. TEMPOR�RY SILT F / / DETAIL PER SHEET C4 / /rry,��//i /%%/i//r//iri rh �� / �111 P! / / y�/�/,// /r��/jy r r / \\ /y/ PER CO STD. nllpl I r ,purrrii TE�j�ORAfCONST t�CTI N ENTRANCE PLAN 2h 4.00 (TYP �r i�//rri r r//iui/rqi PER COR %STD. -10_ I DETAIL IPER WITH WHEEL WAS ITY AS QUIRED I �+ / , hiy / � , � � I� � Valley hl��kicai Cent�- August 26. 2017 Page /rri /// //// ll ll / r/ // D�TAIL PER S C LO�AATJ.ON4 0 BE //> /rri// I ,/ /i gr// l ////l////// � � I / l , � Cj00R�IRTED H NATION URING CONST CIION rrriria ' / / /l////// /// r / rr r/rri l a/liag� � EX. CB 564 /,�/ ////�%/// r // G l I /�/ / / / / / l # l ///�// /// , ///j/// i /,///r/�/,///r /////////l / �/ / �/ INSTALL BAKER TANKS �emR°fart' Slopes AND FILTRATION SYSTEM /",// r//r/ I 111 r�rriiirririirrpir / L II Tern or sl LOCATION TO BE COORDINATED / ,//r/rl///�/ // � , � � , � Orj+ Qj�Os rf�Blj� hJ Used arOUnlrl i;f"ke site �+hcre spa aIIO�h+$. Base Or1 Q�r o 0set`Va1rinrls of the QilS DURING CONSTRUCTION irr/gl�/ll// l ,lililr %% ICI ////,/,// j/ / /�/%//r � EXISTING BUILDING l //�/��/ ) /rih/ / / /r ,� I /l /��,i%irr/ ' r ,r�r�r,l r��a�,r f �, / , \ �r Gn the adjacent site to the north and the boringlogs complete# unskte, we re -commend that ternporary /r-� i � / hr l I rrpiirry, a N slopes constructed in the gkaoially consolidated sails be inclined at /4H,1V. Additional measures such as O PROPOSED , / rir�,,�,i„ / ,/,,�,,r rrr��i,,,, / _ plastic sheet, may be required to protect the slope for precipitation. This Will be evaluated bar a LO MEDICAL OFFICE / llI riiii r ,l�rillr ' r�r�iii� � �/ � \�� '1 1 ,Ill - - - - O l rrir /ri/r hih�irr 1' /iii,, r, l ,r/ r rl //iiiirri \ B.O. VAULT EXCAVATION=67.0 r rrii / rrr 9 BUILDING r r rrr /,//iirir rrrirri/r/ / �//// / I / representative from eoEngineers during excavation, Temporary slopes within the fill Will still need to be , /i�,riggi�irr � I � \ l �6 // / r �r//i �l� l // 'CLEARN / I� g W / rririii/ / ir�r / FF=81.0 / ; r ai r /,r rr/iuio/// / inclined at 1/2H:111. Flatter slopes may be necessary if seepage is present on the face of the cut slopes or �/,/ /i/, r r r/,/,/ // ////r/ LIMIT / r� iri rri FF=97.25 : -\� ri rgir / lip/�/ /i ,iiiiii ii if loCalizcd sloughing occurs. for open Cuts at the site, +�e r-ecorr'Ir�erld that: B.O. EXCAVATION=_ 80.0 , �I c - .1 8 TEMP. PUMP - //i//i/ / y,ya/ /ir�,��r/� ;\�\\ \ /,gy,/,/, rri/ri/fir �r��rir�i,/ l 11 // ■ no traffic, construction equipment, ment stockpiles or building sU lies be allowed at the to of the cut ^^ \\\\�\ \ / / / / / / // / ///// " r l FBI EX. CB 569 / rri / / //� yyiir ri �rrirri/'� \,\\\\ \\ B.O. ELEVATOR PIT EXCAVATION=58.0 / /i �1fi%rii ` i �� rill/r / I l l / / ry,,,/ r,,,, , � I / / / � // dopes Within a distance of at least 5 feet from the top of the cut; ■ exposed soil along the slope he protected from surface erosion by using waterproof tarps or plastic lil» 1111II �, ry/ rir '`�� //�/ / / /iq rii/r rri r r 3 � / \\�� 1 hj/,//r,r/ INSTALL INTERCEPTOR DITCH W �/ ROCK CHECK DAMS // i//i /i�/r rri/i/i//,, i / / ■ construction activities he scheduled so that the length of time the ternporary cut is left opeii IS / „rri rii �•\\ /, / y // / / r / rii ll / reduced # the extent practicable: / yrrir'.,.� ,// erosionl measures be implemented as appropriate such that runoff flrom the site is reduced i ir EX/ CB ■ control z / rr��, 5�i � � \ � / / / / E riirriirairri, ri/ri/i /� / ,irr y,,i l /fir rr r/gi/i/ l % r l� l 111 / to the extent practicable', r/r/rrr/rri B.O. VAULT EXCAVATION=85.0 ■ scoter be diverted aWa from tl�e slo e' � DMH#582 � � / rri �\� �\�\��\\ / ri /// /� \ / yf/lrlilii /I r//,"y / /ijiq/j / \\\\\ \\\ / / rri / r r ^'r C B.O. BASEMENT r /i/ /i / /ry / //i/i/irrir � � � � \ %! / /� /iii / r rir r l /ririri/9ii ' I l l l l EXCAVATION-65.5 , rr riry /i/i r rir/irir %/ l �a ■ the general ct edition ofthe slopes be observed periodicaIly by the geotechnicaI engineerto confirm /1��\// / , �,l/////// r //%/rri r/// r l l / l r � llr \`_� � EX. SDMH#5 1 � adequate stability; and /�'� ,l l pUND UNDER l�= = 3 �/r// llrl//l //l///r/ ' Ep _ -- ___-_- _____-/,,� /irr rrr,,/i I l/ I �, / ■ because the contractor has control of the costrut�on operations, the contractor should be male \ 1OS 1 _ — r/ l l l ` - M0- =__- __-_- _- -- rri rr, / l� l res onsible far the stabil of cutslo es, as wel I as the safer of the excavations, Tem ora sto i # p rY I __ B.O. TUNNEL riilr l ' EX. SD H#5s5 \\\\\ \ yr�/;ri;/ =%/'r/ / / / must conform to -applicable local, state and federal safety regulations. CD CN \ _ EXCAVATION-65.0 \` \\ i / 00 (AND VARIES) NOTES: W 1. CONTRACTOR TO SEQUENCE PROJECT EXCAVATION TO ENSURE THAT �� /\ 0 ACCESS WILL BE MAINTAINED TO THE EXISTING BUILDING TO THE / \ \ I tea\ WEST. EX/� 5 4 / / / 2. 0.75:1 EXCAVATION SLOPE TO BE USED ONLY FOR GLACIALLY O 58 CB / CONSOLIDATED SOILS. POCKETS OF FILL NEED TO BE EXCAVATED AT / B.O. TUNNEL ASS \ \' �I\ I / / // �/ 1.5:1. SHORING MAY BE REQUIRED DEPENDING ON THE LOCATION a / EXCAVATION-67.18 (o #5 6 / / / G / p AND DEPTH OF FILL MATERIALS. / (AND VARIES) h 3. ADDITIONAL MEASURES SUCH AS PLASTIC SHEETING / r DEPTH OF FILL UNKNOWN IN THIS AREA. TEMPORARY SILT FENCE ` �� \\\\ �I 1� \/A / ( / / MAY BE REQUIRED TO PROTECT CUT SLOPES FROM Q x CONTRACTOR TO FIELD VERIFY DEPTH ON FILL PER COR STD. \ �\ �> �/ PRECIPITATION ID / AND EXCAVATE IN ACCORDANCE WITH NOTE #2 \ PLAN 214.00 (TYP.)\\ \\ \/ CSC. C@�#5 / �\ / DETAIL PER SHEET C4 / / / 4. GEOTECHNICAL ENGINEER SHALL BE ON SITE TO o / THIS SHEET. SHORING MAY BE REQUIRED. \\\\ \ /� EX. 6B# / 1 / MONITOR EXCAVATIONS / I / , ; /\ \ Q �XX \ \ --EX. /SS 130 / , R-396406 LLJ / �\ E S H#589 / �, / / / / 5. EXISTING STORM LINES WITHIN THE TUNNEL EXCAVATION MAY NEED o EX. CB#584 / / �i / TO BE REROUTED PRIOR TO CONSTRUCTION OF THE NEW STORM IN COMPLIANCE WITH CITY OF RENTON STANDARDS W Q 5883% / / / / / DRAIN LINE. CONTRACTOR TO COORDINATE EXCAVATION AND m EX. SSMH#126 \ \ CONSTRUCTION OF NEW STORM LINE PER SHEET C9 TO ENSURE /o / / , EX. #590I 1 �I� / / \ / �/ �/ I / / THAT STORM WATER FLOWING THROUGH THESE EXISTING STORM W LINES IS REROUTED AS NEEDED. TEMPORARY PUMPING MAY BE X / r / / / / �/ / / / REQUIRED. V wziill mo 6. TUNNEL SLAB ELEVATION VARIES. REFERENCE ARCHITECTURAL PLANS i FOR TUNNEL SLAB FINISHED FLOOR ELEVATIONS. CONTRACTOR SHALL G,HA(jS P�, SgoR VERIFY REQUIRED EXCAVATION DEPTH BASED ON ARCHITECTURAL 18215 72ND AVENUE SOUTH DESIGN AND GEOTECHNICAL REPORT PRIOR TO EXCAVATION. Q % m� �2 KENT, WA 98032 ��OF WASy/� N SURVEYED: SCALE: �� (425)251-6222 1 30 �� CAL NAw 1988 P`� » o HORIZONTAL• NAD 1983/1991 EXCAVATION PLAN 12/29/2017 00 o o Z DESIGNED: O CITY OF FIELDBOOK: o = (425)251-8782 FAX 3 REVISED PER AS -BUILT CONDITIONS ZTW 10/28/2 ZTW DRAWN: ZTW R E N TO N UW MEDICINE - VALLEY MEDICAL CENTER PAGE �-+ CD 2� �\ �orF F2 S6 E��o ��`� 2 CP-06 ZTW 5 18 18 ZTW zTW DATUM ' MEDICAL OFFICE BUILDING EXPANSION DRAVANG WO -- CD 00 G CIVIL ENGINEERING, LAND PLANNING, �� ONE INCH (�I w "- <T �� ss/DNA L ECG\ 1 CP-03 ZTW 4 2 18 ZTW CHECKED: IFAT NOT L SGNF Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET I--� SURVEYING, ENVIRONMENTAL SERVICES N0. REVISION BY DATE APPR RENTON WA 98055 a /HG E N G �N p SCALE ACCORDINGLY L 10/28/20 APPROVEAS , SHEET: C5 OF,