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Home My WebLink AboutzR-3991SetINDEX TO SHEETS: PM1.01 PAVEMENT MARKING AND R1 OF 20 COVER SHEET SIGNING PLAN rn R2 OF 20 DEMOLITION AND TESC PLAN (OFF -SITE) PM1.02 PAVEMENT MARKING AND c� SIGNING PLAN COVER SHEET FOR o R3 OF 20 DEMOLITION AND TESC PLAN (OFF -SITE) PM1.03 PAVEMENT MARKING AND R4 OF 20 DEMOLITION AND TESC PLAN ( FF SITE) _MEDICINE= VALLEY MEDICALCENTER R5 OF 20 DEMOLITION AND TESC PLAN (ON -SITE) SIGNING PLAN CITY DETAILSUW o PM1.04 PAVEMENT MARKING AND TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS LL_I R6 OF 20 TESC CONSTRUCTION NOTES AND DETAILS SIGNING PLAN -CITY DETAILS R7 OF 20 TALBOT ROAD IMPROVEMENT PLAN AND PM1.05 PAVEMENT MARKING AND PROFILE R8 OF 20 TALBOT ROAD IMPROVEMENT PLAN AND SIGNING PLAN -CITY DETAILS TS1.01 TRAFFIC SIGNAL PLAN CIO PROFILE ~ R9 OF 20 TALBOT ROAD IMPROVEMENT PLAN TS1.02 TRAFFIC SIGNAL PLAN 771 I_I_I R10 OF 20 PEDESTRIAN RAMP DETAILS TS1.03 TRAFFIC SIGNAL PLAN R11 OF 20 PEDESTRIAN RAMP DETAILS WIRE DIAGRAM '-'-I R12 OF 20 NORTH ACCESS ROAD IMPROVEMENT PLAN TS1.04 TRAFFIC SIGNAL PLAN � POLE CHART AND PROFILE o TS2.01 TRAFFIC SIGNAL PLAN R13 OF 20 WATER PLAN -NORTH ACCESS ROAD PLAN FLASHING BEACON AND PROFILE R14 OF 20 CONSTRUCTION NOTES AND DETAILS T82.02 TRAFFIC SIGNAL PLAN 77-1 R15 OF 20 CONSTRUCTION NOTES AND DETAILS FLASHING BEACON p R16 OF 20 CONSTRUCTION NOTES AND DETAILS NOTES AND DETAILS R17 OF 20 CONSTRUCTION NOTES AND DETAILS TS3.01 TRAFFIC SIGNAL PLAN INTERCONNECT SCHEDULE R18 OF 20 CONSTRUCTION NOTES AND DETAILS T84.01 TRAFFIC SIGNAL PLAN L`I R19 OF 20 CONSTRUCTION NOTES AND DETAILS cn T84.02 TRAFFIC SIGNAL PLAN - DETAILS R20 OF 20 SIGNAL FOUNDATION MODIFICATION PLAN T85.01 TRAFFIC SIGNAL PLAN - CITY DETAILS L11 T85.02 TRAFFIC SIGNAL PLAN - CITY DETAILS ~_ SEPA MITIGATION MEASURES T85.05 TRAFFIC SIGNAL PLAN - CITY DETAILS z 1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE \ 0 GEOTECHNICAL STUDIES COMPLETED BY GEOENGINEERS INC. FOR THE MEDICAL OFFICE BUILDING (DATED Z SEPTEMBER 16, 2016) AND THE GEOTECHNICAL STUDY FOR THE PARKING GARAGE EXPANSION (DATED AUGUST 2, Q 2016) OR UPDATED REPORTS SUBMITTED AT A LATER DATE. / J 2. THE APPLICANT SHALL VOLUNTARILY CONDUCT ADDITIONAL TRAFFIC ANALYSIS AND SUBMIT AN UPDATED TRAFFIC Q IMPACT ANALYSIS (TIA) FOR THE MEDICAL OFFICE BUILDING (ORIGINALLY PREPARED BY WALKER PARKING z CONSULTANTS- DATED OCTOBER 17, 2016). THE UPDATED TIA SHALL ADDRESS STAFF COMMENTS SENT TO THE APPLICANT ON JANUARY 10, 2017. THE FINDINGS AND RECOMMENDATIONS OF THE UPDATED TIA MAY BE SUBJECT O TO AND INDEPENDENT THIRD PARTY REVIEW AND/OR STUDY AND SHALL COMPLY WITH ANY ADDITIONAL / Cn RECOMMENDATIONS OF A SECONDARY TIA. THE UPDATED REPORT AND THE POTENTIAL SECONDARY ANALYSIS OF TRAFFIC IMPACTS SHALL BE SUBJECT TO APPROVAL BY THE CITY OF RENTON PLAN REVIEW PROJECT MANAGER C) AND THE CITY OF RENTON PUBLIC WORKS TRANSPORTATION DIVISION PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 3. PROJECT CONSTRUCTION SHALL BE REQUIRED TO CONSTRUCT A TRAFFIC SIGNAL AT THE NORTH ACCESS ROAD LL (S 177TH ST & TALBOT RD S) INTERSECTION ALONG WITH ROADWAY IMPROVEMENTS WITHIN THE INTERSECTION TO Q ENSURE THE SAFE AND EFFICIENT FUNCTION OF THE INTERSECTION. THE TRAFFIC SIGNAL AND ROADWAY pC IMPROVEMENTS SHALL BE REVIEWED AND APPROVED BY THE CITY OF RENTON PLAN REVIEW PROJECT MANAGER I� AND THE CITY OF RENTON PUBLIC WORKS TRANSPORTATION DIVISION PRIOR TO BUILDING PERMIT ISSUANCE OF I THE MEDICAL OFFICE BUILDING OR ANY ADDITIONAL TRAFFIC BEING DIVERTED TO OR FROM THIS INTERSECTION. THE MEDICAL OFFICE BUILDING SHALL NOT RECEIVE CERTIFICATE OF OCCUPANCY UNTIL THE NEW TRAFFIC SIGNAL IS Q FULLY TESTED AND OPERATIONAL. I Q) O X 4. ACCESS TO THE NORTH PARKING GARAGE EXPANSION, VIA THE ENTRANCE RAMP THAT EXTENDS OFF THE EAST � DC ELEVATIONS OF PARKING GARAGE, SHALL BE DEVELOPED FOR EMERGENCY ACCESS ONLY ALONG WITH A GATE THAT I J PREVENTS GENERAL VEHICULAR ACCESS FROM TALBOT RD S. THE GATE AND RAMP LOCATION AND ACCESS SHALL z BE SUBJECT TO REVIEW AND APPROVAL BY THE CITY OF RENTON PLAN REVIEW PROJECT MANAGER, THE CITY OF Q RENTON PUBLIC WORKS TRANSPORTATION DIVISION AND THE RENTON REGIONAL FIRE AUTHORITY. THE EMERGENCY m ACCESS GATE MAY BE EXPANDED TO A HOSPITAL STAFF KEY CARD REGULATED READER ACCESS GATE UPON THE J INSTALLATION OF AN OPERATIONAL TRAFFIC SIGNAL AT THE NORTH ACCESS ROAD (S 177TH ST & TALBOT RD S) Q INTERSECTION ALONG WITH ROADWAY IMPROVEMENTS WITHIN THE INTERSECTION. I CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE v -_ WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND Q REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION 0 w ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A co F-- REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS Z MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL Q w RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. n o U WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES EX J PUBLIC LAND SURVEY OFFICE DG - 1111 WASHINGTON STREET S.E. o Q P.O. BOX 47060 � CU OLYMPIA, WASHINGTON 98504-7060 I M 0 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 Q? RESPONSIBILITY OF THE CONTRACTOR. ow J UTILITY CONFLICT NOTE: J Q Q THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. m THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE I EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF o CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING 00 ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. w HORIZONTAL CONTROL NOTE: a CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS � AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED co FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS co Lij USING COORDINATE GEOMETRY (RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES e - Ipop II��`,' ice; L 7,��. Rol 0 y �J / EX BLDG 9 4 u� EX J FOUND MONUMENT IN CASE BLDG // COORDINATE SYSTEM NEW NORTHING: 165,057.54 MEDICAL FASTING: 1,299,413.82 OFFICE BUILDING o� FF=81.0 / r� FF=97.25 \ / \ FOUND MONUMENT IN CASE �<I�I COORDINATE SYSTEM AREA OF NORTHING: 164,722.03 FASTING: 1,299,325.95 CONSTRUCTIONS - vir EX BLDG Q PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., Cv+E � REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL _ - IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. - _ " BRASS -DM U CITY OFRENTGN- - H COORDINATE SYSTEM- N 18215 72ND AVENUE SOUTH P�� SqDR EASTING: 1,298,666.96 N KENT, WA 98032 ��OF WASy�� • CD m 2 (425)251-6222 00 Z 0 (425)251-8782 FAX 00 o� �F 24661 00 sG `' CIVIL ENGINEERING, LAND PLANNING, �`/STEM w i �T �� ss/ONA L FAG\ Know what's below. 1 REVISED PER ASBUILT CONDITIONS a �HG ENG�N� SURVEYING, ENVIRONMENTAL SERVICES Z Call before you dig. N0. REVISION 9 22 2020 EXISTING BUILDING SURVEYED: DESIGNED: ZTW DRAWN: ZTW ZTW 2 16 20 ZTW CHECKED: AS BY DATE APPR AlPRavm: AS ily'vFOUND MONUMENT IN CASE COORDINATE SYSTEM NORTHING: 164,295.26 4rEASTING: 1,299,157.79 CITY OF RENTON COORDINATE SYSTEM NORTHING: 164,147.41 EASTING: 1, 299, 099.50 FOUND BRASS ROD IN CASE CITY OF RENTON CONTROL POINT NO. 1229 NORTHING: 163,956.15 EASTING: 1,299,050.25 SCALE: 1 =100, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 � �o��000�00000000000 unary PROVIDER& SANITARY SEWERS, STORM DRAINAGE, WATER CITY OF RENTON DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY • RENTON, WA 98055 VICINITY M A P I(425) 430-7200 POWER AND NATURAL GAS N NO SCALE I PUGET SOUND ENERGY 411 108TH AVENUE NE PO BOX 97034 BELLEVUE, WA 98009 (425) 454-6363 FAX: (425) 462-3300 TELEPHONE QWEST LDA GROUP PO BOX 625001 LITTLETON, CO 80162 (800) 526-3557 DESCRIPTION: LOTS 1 THROUGH 10 OF VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN, RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93, INCLUSIVE, IN KING COUNTY, WASHINGTON. FKMONTAL DATUM: NAD 1983/91 - AS PROVIDED BY CITY OF RENTON SURVEY CONTROL NETWORK. REFERENCE VALUES WERE ACQUIRED AND MONUMENTS WERE VISITED IN AUGUST, 2003. REFERENCE CONTROL POINTS ARE AS FOLLOWS: 1227 LOCATION: FOUND A 3/8" BRASS PLUG IN 10" MONUMENT CASE AT A PC ON TALBOT ROAD SOUTH IN THE INTERSECTION OF TALBOT ROAD SOUTH AND SOUTH 45TH PLACE. THERE IS A SIMILAR MONUMENT SOUTH 24° EAST 11.4 FEET. MONUMENT: 3/8 IN BRASS PLUG IN MONUMENT CASE NORTHING: 163,155.0641 EASTING: 1,298,978.216 1229 LOCATION: FOUND 10" MONUMENT CASE AT THE INTERSECTION OF SOUTHWEST 43RD STREET AND TALBOT ROAD SOUTH APPROXIMATELY 10' NORTH OF ANOTHER MONUMENT CASE AT THE PC OF A CURVE ON TALBOT ROAD SOUTH. MONUMENT: MONUMENT CASE NORTHING: 163,956.1484 EASTING: 1,299,050.266 VERITCAL DATUM: NAVD 1988 - AS PROVIDED BY CITY OF RENTON SURVEY CONTROL NETWORK. REFERENCE VALUES WERE ACQUIRED AND MONUMENTS WERE VISITED IN AUGUST, 2003. REFERENCE CONTROL POINT USED: 1892 LOCATION: DOT BRASS DISK SURVEY MARK SET IN A 10" DIAMETER CONCRETE MONUMENT LOCATED AT THE ORILLIA INTERCHANGE EAST OF THE SOUTHWEST 43RD STREET SR 167 UNDERCROSSING, ABOUT HALFWAY TO THE INTERSECTION WITH A TRAFFIC LIGHT CONTROLLING FREEWAY OFF AND ON RAMP TRAFFIC. MONUMENT: WSDOT BRASS DISC IN CONCRETE LOCATED SELY OF SOUTHWEST 43RD STREET OVERPASS OF SR 167 NORTHING: 163,921.58 EASTING: 1,298,126.31 ELEVATION: 84.97 (SEE DRAWING FOR BENCHMARKS SET FOR SITE USE). CIVIL ENGINEER BARGHAUSEN CONSULTING ENGINEERS E DAN BALMELLI. PE, PRINCIPAL 18215 72ND AVE SOUTH KENT, WA 98032 (425) 251-6222 / SHEET R4 ARCHITECT OP NBBJ 223 YALE AVENUE NORTH _ SEATTLE, WA 98109 (206) 621-2314E T T TRAFFIC ENGINEER 1 TENW 11400 SE 8TH STREET, SUITE 200 SHEET KEY MAP BELLEVUE, WA 98004 (425) 250-0582 SCALE: 1 "=200' 00 CIO 0 I c� J !Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS w z LIJ U J U 0 w • CITY OF COVER SHEET 09/27/19 2i VR UW MEDICINE -VALLEY MEDICAL CENTER FlELDBOOK: RENTON TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: '-'-I I Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: R1 20 z w w 0 z O U w Cif z z ¢ J z U a 'o X MO J W w J z 0¢ o w U (n z a_ w CD o J N Ln N 0 w E � a � 0 w � J � J o ¢ 0 m I I W I N 0 00 z W 75 CD J Q W !Y W U Q 2 H 0 z U a N O Ip i 0 0 0 00 i;i j Z !1 B DESCRIPTION TEMPORARY SILT FENCE CATCH BASIN PROTECTION �G,HA�S n U 2s� CO Q` 4 T ENG\N�� 1 H/ 0 — —M— c T.E.S.C. LEGEND 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES PROPOSED �1 SAD �F W A Sys �-A O cn z 24661 O�FSS �� S T E\G\�� AL INSTALL CATCH BASIN PROTECTION (TYP.) DEMOLITION AND T.E.S.C. PLAN FOR UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS _ —d— — NMI II IZ 2REMOVE AND REPLACE EXISTING % O DRIVEWAY -: �I GUTTER 1SIDEWALK® ■ ` © 6 Rul _ � � � � � ►v o 1 � O� �1� � � h��1�11 ��1• 40 11111�1�1111�.1y11`la.�� • _ �!� ��1�1��1�1�11111�11�r1�111 �� 111V1•1 11�1cY�• �� •i�� • �I-- © ROM�..�1j��111111111�j1111/1j1111111/1•11��1111111111/11r1,�1,�1111111� i 0�1�11i1��11111�1�1111�1�1�1� �1�1111�111111�111111�1111� u ,� �1/1 ��11•1111• j 11•••1�11.1r4$ 1�!. IA 1� ♦1 ♦11. 1• 1�- •'►1�111��1111111�011111�1�111Di011��i�1111�D 10i/11��•1�1i�� 11 ♦1♦ 1L'1 �.� ♦� � reo.—�1�i•111 r111•111111111�•�� j�•1111j/111111 ��,'! !11 ♦11 ♦♦ ♦♦ ♦1♦ �II�►�1�!��1�Q:41F_ ��:�i�1��.1ii1 S •i�i•��1•i�� • ,A Aj 6. • •P r ; i� •y«, .�� •v• .{,�,: ��t..t. �.,.;�: 'I`vi• .,1%•. :w• .ice,•.. i�t• v� ------------ - - ------------------- — U._7 INSTALL SILT FE PLAN 214.00 ( _---� --- dTJ � I SEE ON -SITE SHEET IiFOR DEMOLITION ell DEMOLITION KEYNOTES: O1 SAWCUT AND REMOVE EX. ASPHALT. O2 REMOVE EX. CURB AND GUTTER. O3 REMOVE EX. SIDEWALK. ® COORDINATE REMOVAL/RELOCATION OF EXISTING TV/ELECTRICAL VAULT WITH BID PACKAGE A. O5 NOT USED © RELOCATE EX. BUS STOP. SEE SHEET R8 O7 REMOVE EX. TREES ® REMOVE EX. PAVEMENT STRIPING. O9 NOT USED 10 EX. WOOD POLE TO BE REMOVED AND UTILITY TO BE RELOCATED. COORDINATE WITH PSE AND LOCAL COMMUNICATION PROVIDERS. 11 NOT USED 12 REMOVE EX. CATCH BASINS AND CAP AND ABANDON STORM LINE 13 REMOVE STOP SIGN AND STREET SIGN. RETURN TO CITY 1 REVISED PER ASBUILT CONDITIONS NO. I REVISION SURVEYED: DESIGNED: ZTW DRAWN: ZTW ZTW 2 16 20 ZTW CHECKED: AS BY DATE APPR �PRavm: AS 1 I r �O INSTALL CATCH BASIN PROTECTION (TYP,) PER COR STD PLAN 216.30 I LDETAIL PER SHEET R04 j4, III 11�11•��1111�1!!1� 1110�1 ��* # 64 �011111111��` 11111i1•�i� 1�111111�111111j111� — c♦ e . - O q oo�� o000000 �.��oo��000�000000000000 �, 00 M O O 0 c� z J 0 ono 0 I C0 LIJ w i C) I� z 0 U w C� AV (- NOTE: z 1. SIDEWALK, CURB, AND GUTTER REMOVAL SHALL BE TO NEAREST JOINT z J z C.� U w w 0 O J R-3991 O2 wI Iwell] AIaIr_lIIf] MIA II: we] IVMS] a:4011to] IMO] r_1I117_110111 m z w U J U SCALE: `ZOINAD°1981 DEMOLITION AND TESC PLAN (OFF -SITE) D09/27/19 2i 1 »_ 20 0 HORIZONTAL• NAD 1983/1991 CITY OF UW MEDICINE -VALLEY MEDICAL CENTER FIELDBOOK: >_ NUIRF RENTON PAM VR ONE INCH DATUM TALBOT ROAD INTERSECTION UPGRADES DRAVANGNO: '-'-' J AT FULL SCALE Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET J IF NOT ONE INCH SCALE ACCORDINGLY RENTON, WA 98055 SHEET: OF: ¢ R2 20 z w w 0 z 0 U w cry w z z J Q z U U w w a 'o L X MO J W w J z 0 Q o w c z m w N CD o J N Ln N 0 w E a � 0 w � J 3 � J O 0 m J Q W I N 0 00 z W 75 CD J Q W cy W 0 Q I- H 0 z 0 W a N 0 00 i 0 0 0 00 lal Z W B T.E.S.C. LEGEND DESCRIPTION PROPOSED TEMPORARY SILT FENCE CATCH BASIN PROTECTION 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES _1 SAD ,,F W A Syi .� � o cn z 24661 O�FSS��STE��G��k`` AL DEMOLITION AND TESC PLAN (OFF -SITE) FOR UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS INSTALL CATCH BASIN ; PROTECTION (TYP.) PER-COR- ST9-FtW-2t6-.3(- Q p TALBOT ROAD SOUTH f— - - ------ ❑ i >>. INSTALL CATCH BASIN PROTECTION (TYP.) PER COR STD PLAN 216.30 DETAIL PER SHEET R04 $ � 1 -INSTALL CATCH BASIN 2 M PROTECTION- (Ti`I.)v\ — M PER COR STD PLAN 216.30 n �� ii� ►�!� �1��1� 1_1' �_1'� b i��:1h.��! i►= �'►� I��_ �__�t J I� �_1'� 1►�Ii:11 ��°��; ►�=_1":1��_I�!_1'� Ij INSTALL SILT FENCE PF_R_COR STD. PLAN 214.00 DETAIL PER SHT R04 ; ox I I I I I I I I I I I I I E I DEMOLITION KEYNOTES: O1 SAWCUT AND REMOVE EX. ASPHALT O2 REMOVE EX. CURB AND GUTTER O3 REMOVE EX. SIDEWALK ® NOT USED O5 NOT USED © NOT USED O7 NOT USED ® REMOVE EX. PAVEMENT STRIPING O9 NOT USED 10 REMOVE EXISTING CROSSWALK SIGNAL. RETURN TO CITY. 11 NOT USED /A I REVISED PER ASBUILT DRAWINGS NO. I REVISION SURVEYED: DESIGNED: ZTW DRAWN: ZTW ZTW 2 16 20 ZTW CHECKED: AS BY DATE APPR �PRavm: AS 0 r- its] 10 STALL SILT FENCE PER COR STD. PLAN 214�Q-� �. DETAIL PER SHT R04 .XISTIN STOF ,S.LGN ;TO BED �� EL0 q' E�D OP SIGN SH� BEI_ l I I INSTALLED ON METALI POST.1 SEE tHEET IR06 1 1 SCALE: 1 "=200 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOTE: 1. SIDEWALK, CURB, AND GUTTER REMOVAL SHALL BE TO NEAREST JOINT • CITY OF RENTON Planning/Building/Public Works Dept. R-3991 O3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEMOLITION AND TESC PLAN (OFF -SITE) UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 09/27/19 FiELDB00K: PAGE R3 i 00 �, 00 M O O 0 I C� Q z J z w w C� G z O w Cif z z CD J z U LL LL Q i i X MO J W w J z o w co z m w N o J o Q N U L — N 0 w 7_ C G 0 w � J o 0 m I W N 0 00 z W 75 CD J Q W IY W 0 Q 2 H 0 z 0 W a i N 0 00 0 0 0 00 L.0 Z a_ DEMOLITION AND TESC PLAN (OFF -SITE) FOR UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS O� 0 10 20 40 3 ' 5t - 7 ! / r a 4 a /� / I/ NSTALL CATCH BASIN f — —— R -� :$ - �- -- -�- J , 4 mr=— 4�_ as, INSTALL CATCH SIN \ 1 STALL CATCH BIN PROTECTION (TYP o P OTECTION (TYP.) \ PER COR STD PLAN16.30 \ DETAIL PER SHEET R04 PE COR STD PLAN\jR8416.30 \ri �♦i:�b•;:� �� \\ A\La / ♦ ♦1111♦� / ♦ �11111 ♦1 ♦i , 1♦♦1♦•11111♦•1•1� / 111♦ 1♦ 1111�1� / O / . �1�11�♦f �♦1/11♦1� 1 1 • 1 - -i '1 ♦ I � ♦ f , w Ilk ♦ ♦l 1664 . \\Wei. MR- - - \■ �. � C► \ � , �� .11•* ►♦�Ii1♦i♦♦i♦i♦, p1�♦1♦♦,. - tb *��i � ` �.. _ _ ?�'�� g \ \\ `�`�'� v." �`''� • ' � . 1 I �'' ; r1� I it♦1 I,11; ♦11,�♦1♦1♦11 c.�. a _ ��_e=� s'\\\�\��11�� . 11 C 4'111 ►11 ► 11 1111♦1 r _ \ � ,il ►11 1 ►C:. 111' q y11, � ►1♦11 11j t 11 - ® - —�, --_-- t� ��` • \\�Ij11♦�•♦• , •• � . 6 11JI 1 ♦ 1 ; ►1 1 1' i !� Tom( -- — - - \ \ 1♦♦1♦11►�1♦1 r ♦1 r ►11 � �t� e i.�_ I . I � � 1♦1♦IIIIr1111111b1111`111 � ter- _ -� _ � �� mom 1 � i ON �, 0 LO 0 O I 6»71U1111Uilk I:1=11►101*� O SAWCUT AND REMOVE EX. ASPHALT O2 REMOVE EX. CURB AND GUTTER O3 REMOVE EX. SIDEWALK ® REMOVE EX. PAVEMENT STRIPING O REMOVE EXISTING CROSSWALK STRIPING © REMOVE EXISTING SIGNAL FOUNDATION T.E.S.C. LEGEND DESCRIPTION TEMPORARY SILT FENCE CATCH BASIN PROTECTION QI-�Hq�s 18215 72ND AVENUE SOUTH m� �2 KENT, WA 98032 (425)251-6222 o (425)251-8782 FAX 2 �Q.`' CIVIL ENGINEERING, LAND PLANNING, �HG ENG�N� SURVEYING, ENVIRONMENTAL SERVICES PROPOSED �- �- - \ _ ETAIL PER SHT 74 _ — �•� . d ..e a .. ,: fie'•• y __ ,y .e...! J .. _ a — JQ / Q /INSTALL CATCH IN PROTECT I / / L / / / RCOR STEP-b4f4 216.3� / / / 7� • V \ \ \\ C/') -)FATE PER6 CAT" I A:�: Olicn- R COR LAN 6.3 / F — \— — — ♦ ER R04 / 0 \—BAST L CATCH \\\ a Q - — — — — PER COR SV PLAN 216.30 \ I ♦ ` I O IL ER. SHFFT R6 I \ \ tc� MATCHLINE SEE LEFT FOR CONIINUA'nON Q _ 4 1_201 NOTE: 1. SIDEWALK, CURB, AND GUTTER REMOVAL SHALL BE TO NEAREST JOINT �-� SA �F W A Sys Z 24661 Os/ON/ S E AL 1 REVISED PER ASBUILT DRAWINGS NO. REVISION SURVEYED: DESIGNED: ZTW DRAWN: ZTW ZTW 2 16 20 ZTW CHECKED: AS BY DATE APPR �PRavm: AS SCALE: 1 "=200 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. Mom ry- IN COMPLIANCE WITH CITY OF RENTON STANDARDS w z w U J Q U 0 DAM w DEMOLITION AND TESC PLAN (OFF -SITE) 09/27/19 2i UW MEDICINE -VALLEY MEDICAL CENTER FIELDBOOK: >_ PAGE TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: w 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: R4 20 � cry z w w O CL z CD w cry w z 0 z J z U w w Q Q O I � w X J O w CQ U J a n LLJ z rn W U oCIA J 0 N U N Q N E w o � � J a Q J c Q V) i cn w 0 0 a I LJ I N m CD 00 z LJ 75 CD J W cy V) M LJ v 0 Q 0 z 0 W a N 0 00 i 0 CD 0 00 i;i j Z B Al^-r=. 1. CONTRACTOR TO COORDINATE AND PROVIDE PHASING CONSTRUCTION PLAN TO INSURE ACCESS TO HOSPITAL AT ALL TIMES 2. A SECURE PEDESTRIAN WALK WAY SHALL BE PROVIDED FROM TALBOT ROAD TO VPCN BUILDING. CONTRACTOR TO COORDINATE LOCATION DURING CONSTRUCTION 3. CONTRACTOR TO COORDINATE LOCATION OF CONSTRUCTION ENTRANCE DURING CONSTRUCTION OF THE ROAD IMPROVEMENTS AND MEDICAL OFFICE BUILDING. DEMOLITION KEYNOTES: 0 REMOVE EX. ASPHALT. O2 REMOVE EX. CURB AND GUTTER. O3 REMOVE EX. SIDEWALK. ® COORDINATE REMOVAL/RELOCATION OF EXISTING TV/ELECTRICAL VAULT WITH BID A PACKAGE. O5 EXISTING SIGN TO BE REMOVED OR RELOCATED PER ARCHITECTURAL DESIGN. © NOT USED O7 REMOVE EX. TREE. ® REMOVE EX. PAVEMENT STRIPING. Og COORDINATE/REMOVE &REPLACE EXISTING PARKING LOT LIGHT POLE & JUNCTION BOX. 10 REMOVE PORTION OF EXISTING COVER FOR WALKWAY 11 REMOVE EX. WATER LINE & UTILITIES. REPLACE WITH NEW FIRE HYDRANT. SEE SHEET R13 12 SAWCUT. 13 INSTALL 6" PLUG ON EXISTING GATE VALVE AT HYDRANT TEE. REMOVE VALVE EXTENSION AND BOX. PLUG TO BE INSTALLED BY CITY CREWS. CONTRACTOR TO SCHEDULE WORK THROUGH PUBLIC WORKS INSPECTOR 14 REMOVE STOP SIGN AND STREET SIGN. RETURN TO CITY T.E.S.C. LEGEND DESCRIPTION TEMPORARY SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE LIMITS OF CLEARING CATCH BASIN PROTECTION STRAW WATTLES �G,HAVS n U 2�G 5 <T�HG ENG PROPOSED u. •. •. •. •. •. •. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �1 SAD �F W A Syi .� � o Z 24661 O�FSS��STE��G��k`` AL DEMOLITION AND TESC PLAN (ON -SITE) FOR UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION Ill[RIdAVEi1�T�TS 'SO —o \ \� J INSTALL CATCH BASIN Q PROTECTION (TYP.) PER COR STD PLAN 216.30 DETAIL PER SHEET R3 CONC STEPS y: . . W/ 4' RAILS. 1 REVISED PER ASBUILT DRAWINGS NO. I REVISION ' - CANOPY OVER LOADING ZONE 6.5' DOOR SURVEYED: SCALE: 1 "=20' DESIGNED: ZTW DRAWN: ZTW ONE INCH ZTW 2 1 6 20 ZTW CHECKED: AS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: AS SEE OFF -SITE SHEET R2 FOR DEMOLITION PLANS TEMPORARY CONSTRUCTION ENTRANCE SEE NOTE 3 THIS PAGE CITY OF RENTON Planning/Building/Public Works Dept. R-3991 O5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEMOLITION AND TESC PLAN (ON -SITE) UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 09/27/19 FiELDB00K: PAGE R5 i 00 �, 00 CIO C5) CD O C� J CNJ O LO O O O C� I- z W w O z O U w �M Ii w z 0 z ¢ J z U w w I- I ¢ I O I I � X O J w m z J U 3 w V z w LC) U o J N o ¢ N L' U N Q F- w � C Q C o � +T w 3 J a o J I- 0 m J Q I w 0 I N O 00 I- z LLJ 75 CD J Q W CY N (n W U U Q Of O Z U W a / N O 00 i CD CD CD 00 Lai / Z W H JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS USE STAPLES, WIRE RINGS, OR _I IIVAI FNT Tn ATTACH FARRIC Tn Pr T5L u '>_5T SPACING MAY BE INCREASED TO V IF WARE BACW NG IS USED 2'R2' BY 14 G. WIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4"xr TRENCH IIACKFILL TRENCH WITH NATIVE SOIL. 2'W WOOD POSTS, STEEL FENCE / POSTS. RESAR. OR EQUIVALENT 1 MOTES 1, CONDITION OF USE .1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. .2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS t, THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW- A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 10051EYC 5121 (010 0 tSMM) FOR PIT FILM AOS (ASTM 04751) 110, SO100SIEVE SRE Q30015MM FOR OTHER FABRI CS WATERPERMITTIVITY ASTM0491) 1002SEC-AMNIMUM 1801B5. M N. FOR EXTRA STRENGH FABRIC GRAB TENSIIESTRENCHTIASTMD4632) 3000IS M N. FORSTANDARDSTFENGHTFARRIC GRAB 7ENSILE ELONGATION tASTM D4632 30%MAX_ ULTRAVI0LAT3 RESISTANCE ASTM D4355 70%MIN 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM S INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE F ENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. !�&11* PUBLIC WORKS DEPARTMENT HA(42 n U <T/HO ENGXt � SILT FENCE 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES STD. PLAN - 21COO MARC'II 200B �1 SAD �F W A Sys �-A � o z 246 � 61 � ��Fss�ISTE��G�� AL M TESC CONSTRUCTION NOTES AND DETAILS CD 0 LO FOR CD 0 MEDI INE - VALLEY UW MEDICAL CCENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS Erosion Control Notes SECTIOND,5 ESC IMPLEMENTATION REQUIREMENTS DRIVEWAYS SHALL BE PAVED TO THE EDGE OF Ib0-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT. AS PER CITY ROAD STANDARDS 4'-8 ' OUARRY SPALLS GEOTEXTILE PROVIDE FULL WIDTH OF NOTES �[\ INGRESSEGRESS AREA 1, CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH ASTM D4751) I00 PSI MIN. GRAB TENSILE ELONGATION ASTM D46321 -MAX MULLEN BURST STRENGTH IASTM D37W80AI 140OPSIMIft AOS JASTIV D47511 120-45 JU.S. STANDARD SIEVE SIZE 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 22 FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 32. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND, 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET. EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY, 3A. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. ,Ivy� PUBLIC WORKS STABILIZED STD. PLAN - 215.10 �R DEPARTMENT CONSTRUCTION ENTRANCE A MARCH 2O08 5' MAX. n DRAINAGE GRATE TRIM 5 GRATE FRAME F 4' a � D - SEDIMENT AND DEBRIS a OVERFLOW BYPASS BELOW INLET GRATE DEVICE FILTERED WATER G 6 6 4 SECTION VIEW DRAINAGE GRATE - RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (7YP.) o BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP,1 ISOMETRIC VIEW NOTES 1, Size the Below Inlet Grate Device (BIGD) for the storm water structure It will service. 2. The BIGD Shall have a bull -In high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without splling the collected material. 4. Perform maintenance In accordance With Standard Specification 8.01.3(15). 4r '�\ STD. PLAN - 216.30 PUPI.IC WORKS CATCH BASIN FILTER i' � `) DEPARI NIEN'r MARCH 2O08 �"PF_iV'tvi 1 REVISED PER ASBUILT DRAWINGS NO. I REVISION L These notes shall appear for all projects - site improvements, surface water utility, wastewater utility, water utility, and transportation plans'. 2. Before any construction or development activity occurs, a pre -construction meeting must be held with the City of Renton, public works design engineer. 3. The Boundaries of the clearing limits and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged by survey tape or fencing In the field prior to construction in accordance with Appendix D of the Surface Water Design Manual and observed during construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. 4. Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as constructed wheel wash systems or wash pads, may be required to ensure that all paved areas are kept clean and track out to road right of way does not occur for the duration of the project. 5, All required sedimentationjerosion control facilities must be constructed and in operation prior to land clearin and/or construction to prevent transportation cf P P 1 P 9 P sediment to surface water, drainage systems and adjacent properties. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on -site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 5. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions, As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 7. Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 8. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October I"' trough March 301h) or seven days during the dry season (April 1" tough September 30) shall be immediately stabilized with the approved ESC cover methods (e.g., seeding, mulching, plastic covering, etc.). 9. Wet season seasonal erosion and sediment control requirements apply to all construction sites clearing between October 1 and March 30 inclusive, unless otherwise approved by the City through an adjustment process. 10. Cover measures will be applied in conformance with Appendix D of the Surface Water Design Manual. 11. Any area needing ESC measures, not requiring immediate attention, shall be addressed within seven (7) days, 12. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within 24 hours fallowing a storm event. 13. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be Cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 14. During the time period of October 1"through March 300'', all project distributed soil areas greater, that are to be left un-worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 15. Any permanent retention/detention facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration system, the temporary facility must be rough graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 16. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton for review. 17. All ESC measures must be removed after construction activity is complete. ZTW BY SURVEYED: SCALE: DESIGNED: ZTW DRAWN: ZTW 16 20 ZTW CHECKED: AS DATE APPR APPROVED: AS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY D.5.2 WET SEASON REQUIREMENTS Any site with exposed soils during the wet season (Oc(ober 1 to April 30) slial I be subject to the special provisions below. In additIion to the ESC cover measures (sec: Section D.3.2, p..D-10), these provisions include covering any newly seeded areas with mulch and identifying and seeding as rltxich disturbed area as possibIc prior to Septembcr 23 in order to provide grass cover for the wet season. A 11wet season ESC plan" must b-c submitted and approved by the County before work procceds or continues. Wet Season Special Provisions All of the following provisions for wet season construction are detailed in the referenced sections. These requirements are listed here for the convemetice of the desiVier and the tevie-wer. 1. The allowed time that a disturbed area tray remain unworked without comer measures 1S redUc:ed to two consecutive working drys, rather than seven (Section D.3,2)_ 2. Stockpiles and steep cut and fill crapes are to be protected if unworked for more th. an 12 hours (Section D.3.2). 3. Cover materials suffiicient to cover all d1,siurbed areas shall be stockpiled tm site (Section D.3-2). 4, All areas that are (o be unworked dui-ing the wet season shad be seeded within one week 0r the beginning of the wet sea on (Section D.3.2.5). ti, M a I e h is required to protect all seeded areas (Section D-3,2_I ). 6, Fiffy linear feet of silt fence (arid the necessary stakes) per acre of disturlbalicc must be stockpiled on site (Section D.3.3.1 j. 7. Construction road and parking lot stabilization are regkiired for all sites unless the site is underlain by coarse -grained soil (Section D.3.4.2). 8. Sediment retention is required unless no offsite discharge is anticipated for the specified design flow (Slectimi D.3.5). 9. Surface water controls are requlrect unless no offsite dischargc is anticipated for the specified design llo'~w (Section D.3.0). 10, Phasing and more conservative BMPs must be evaluated for construction activity near surface waters ( Section D-5 -3). 11. Any runoff generated by dewatering may be required to discharge to the sanitary sewer (with appropriate discharge authorization), portable sand filter systems, or holding tanks. 12. The frequency ofmaintenance re~4 e'w increases from moTithly to weekly (Section D.5.4). EROSION AND SEDIMENT CONTROL RECOMMENDED OONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. INSTALL BAKER TANK AND FILTRATION SYSTEM. SHOWN ON MOB PLANS 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. SHOWN ON MOB PLANS 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL; BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. CITY OF RENTON Planning/Building/Public Works Dept. R-399106 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TESC CONSTRUCTION NOTES AND DETAILS UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 09/27/19 FIELDBOOK: PAGE W 00 M CD CD CD I Q0 J CNJ CD L J CD CD CD I C6 IZ w w O tZ 2i z O U w z z Q J z U C� U 0 O I X O m w J U Q a � U cn n w ,�I- CU Ln �4_ J N Q O - U In CN_ o iv w 0 w Q' J 3 a J 0 Q (D tY O m J Q I tr I N O O 00 i z W 75 z CD J Q W IY V) Ln W v U Q 2 o' O z U W a i N O 00 i O O O 00 lal Z !Z SCOPE OF WORK LINE NOTES: 1. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST JOINT. 2. CONTRACTOR TO MATCH EXISTING CONCRETE PIGMENT FOR SIDEWALK WITHIN THE TALBOT ROAD S. RIGHT OF WAY. CONTRACTOR TO CONFIRM SIDEWALK PIGMENT COLOR WITH THE CITY PRIOR TO INSTALLATION. 3. NEW SIDEWALK SHALL BE INSTALLED PER COR STD. PLAN 102. 4. NEW CURBS AND GUTTERS SHALL BE INSTALLED PER COR STD. PLAN 101 AND 103. 5. SEE SHEET R10 AND R11 FOR CURB RAMP AND CORNER DETAILS. 6. ALL STRUCTURES IN AREAS OF NEW SIDEWALK SHOULD HAVE SKID PROOF LIDS AND BE ADJUSTED TO FINISH GRADE. 7. SEE PUBLIC RIGHT OF WAY PAVEMENT SECTION SHEET R14 FOR PAVEMENT THICKNESS IN THE TALBOT ROAD S. AND S. 43RD STREET RIGHT OF WAY. ®PEDESTRIAN RAMP. SEE SHEET R10 FOR DETAIL LEGEND: 3.2 PROPOSED SPOT ELEVATIONS 2 EXISTING CONTOURS 100 PROPOSED CONTOURS - - - - - - ------ ASPHALT GRIND AND OVERLAY PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT SAWCUT LINE �G,HAVS n U a 2sG � 5 Q- <T/HG ENG10 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Know what's below. Call before you dig. TALBOT ROAD IMPROVEMENT PLAN AND PROFILE FOR UW MEDICINE - VALLEY MEDICAL CENT. TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS SSMH #130 RIM 99.2X IE 87 M - IE 88.9 (21 "C S) ZD � ao -WOOD POLE WITH TELE.DROP S. SIDE O/H T N-S & E-W CB #720 RIM=98.77' IE 94.77 (12" CMP S) . -4k- "40• (4,2:- C P- S•W�- 1z Z - CB 4721 CB #719 ER I CB#9 E 1, W/ VA GRATE STA: 3+ OFF: 43. CB 718 RIM = 1 6 RIM 6 00.04 (12"CMP N) WOOD POLE WITH RIM 103.06 IE _ ° (12" IE 96.3 (8"CMP SE) TELE.DROP S. SIDE IE 99.8 (12"CMP N)%SEE STALL NEW POLE 101.49 0/H T N-S IE 98.81 (12"C S)AN SHEET TS1.01 23 'LF 12" ClyIE 96.0 (12" CMP S) -z51 - - BUS STOP 69 REBUILD PER M TRO STAN ARDS y -- STA: 2+63.50 l M' m STA: 3+38.5a -OFF: 5.53'LT�� - - g - M - nn _ _ _ _ �� OFF: 5.33'LT INSTALL NEW TI'm G .- DETAIL -y •- t� � �!� - ' �i ►1 �Qi 't41W 4 1wU!� 1�MiT�1:1:�iT� 1�►.��i1 � ��r��1��1 M CV EX. KC WTD MANHOLE TO BE O LOCATED AND ADJUSTED TO NEW FG. L0 O ❑� C B #715 ' R I M E 104.88 U '1 IE 102.32 (12"CMP S) IIE 102.37 (6"C W) - CB #714 L_- _ _ I (SOLID LID) 00 I RIM 104.66 CY7 n r IE 102.0 (6"C W) O7 r I i IE 101.6 (12"C N) O E i IE 101.6 (12"C S) . O r IE 102.16 (6"C E) O II III ; og - �ERIJ I IN(i KVW RIM�03.54 - x IE 91.2 'L ,,c N ► - -� .� ( _ , \\ /. W IE 93.50 - -- - - _� RIM 100.50 _ _ -� WOOD LE DROP J IE 97.6 12' WSID &T J NEW SIGN LID ATI� IE 93.8 (12' o SIGN INSTALLED NDE�R OH T East\ MATCH EXISTI/ \ \ SEPARATE R • (3)TRANS. E,W&S BEGIN NEW C GA_ ACID SIDEWAL& NEW SIDEWALK - I .I`.' �:'; 0.749 STA 1 +91.51 PER COF�STD. 102 OFF: 2.18'RT �� _ DETAIL PER SHEET R17 PROPOSED ROW OP ED W WOOD OLE f EfGHT I TO BE DEDICATED Q I aTO E EDICA D. TRANS. W & E SIDE /J L os \ DROP 0 P S. � \H E_&_ T N=S- ° ;�-��-�� r..._•-�-... 110 ` wly 1 1- ' w 105 e ti- 85 0 IA' I NI fW SIGN LOCATION z CB#' I 1 1 I � 1 1 1 I� � 1' ` I 1 I 1 I 1 W 140 G TE 1 I I I Cr ■ �- .. �,. �� RIM = 103.03 1 I w MA �.., I IE = 98 88 (11'?- �-98.98 S PCHLINE SEE -- -- 0 �„� �2 '"VA 0+50 1+00 2+00 NORTH ACCESS ROAD PROFILE 1 "=20' HORIZONTAL 1 "=5' VERTICAL SADR �F W A Syi Z �124661��0 �� 2 REVISED PER ASBUILT DRAWINGS FssIONA L61St E E�G\� 1 REVISED GRIND AND OVERLAY LIMITS NO. REVISION SURVEYED: DESIGNED: ZTW ZTW 2/16/20 ZTW D` : ZTW ZTW 9 27 19 ZTW CHECKED: AS BY DATE APPR �PRavm: AS SCALE: 1 "=200 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 3+00 4+00 5+00 J R-399107 IN COMPLIANCE WITH CITY OF RENTON STANDARDS w z w U J Q U 0 (ATE. w • CITY OF TALBOT ROAD IMPROVEMENT PLAN AND PROFILE 09/27/19 2i UW MEDICINE -VALLEY MEDICAL CENTER FIELDBOOK: >_ • RENTON TALBOT ROAD INTERSECTION UPGRADES DRAVANGNO: Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET w RENTON, WA 98055 SHEET: OF: Q R7 20 � z W W C) C� G z CD cry z z Q J z U cn U W W Q 0 O I X O I m w J U Q a � U V) w � U LP � J N Q O -1 U Ln — CN o w 0 w Q' J 3 a J 0 Q (D 0 m J Q I I N m 0 00 i z W 75 CD J Q W cy V) W U U Q O z U W a N O 00 i 0 0 0 00 lal Z W B rm\ I\\\, 6mmmmiommmm'01 "ImEmmmmll 11111 NOTES: 1. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST JOINT. 2. CONTRACTOR TO MATCH EXISTING CONCRETE PIGMENT FOR SIDEWALK WITHIN THE TALBOT ROAD S. RIGHT OF WAY. CONTRACTOR TO CONFIRM SIDEWALK PIGMENT COLOR WITH THE CITY PRIOR TO INSTALLATION Know what's below. Call before you dig. BENCH MARk--'O'D" TOP CENTER BOLT ON FIRE HYDRANT. ELEVATION = 109.22' ■ CB #713 RIM 106.08 ■ IE 103.3 (12"C N) E I.Q.1 2_-�W"C "57— TALBOT ROAD IMPROVEMENT PLAN AND PROFILE FOR UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS ry rQ u�1n 17Ro/t TAI RAT ROAD SOUTH O J Z —M— L:i — M o0 a O —M— — 0 0 � � - 106.50 TCto- .00 _�- - 'LQ --�=- JIM- 1 t� W ■ — STOP CONCRETE PAD RIM 105.87 TEr� IE 104(6 C NE) ROW INSTALL BUS61IE R .5 G ;�OPOSED E DEDICATED cr)� ■ �6 GRASS NEW SIGN LOCATION. - ■ SCOPE OF WORK LINE SIGN INSTALLED UNDER I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SEPARATE PERMIT4 I I I I I I I I I I I I I I 3. NEW SIDEWALK SHALL BE INSTALLED PER COR STD. PLAN 102. Q 4. NEW CURBS AND GUTTERS SHALL BE INSTALLED PER COR STD. PLAN 101 AND 103 i 5. SEE SHEET R10 AND R11 FOR CURB RAMP AND CORNER DETAILS Q 6. ALL STRUCTURES IN AREAS OF NEW SIDEWALK SHOULD HAVE SKID I PROOF LIDS AND BE ADJUSTED TO FINISH GRADE. 7. SEE PUBLIC RIGHT OF WAY PAVEMENT SECTION SHEET R14 FOR I W PAVEMENT THICKNESS IN THE TALBOT ROAD S. AND S. 43RD STREET Z RIGHT OF WAY. = I NOTE: U I ®PEDESTRIAN RAMP. SEE ~ Q SHEET R10 FOR DETAIL I LEGEND: PROPOSED SPOT ELEVATIONS 2 3.2 EXISTING CONTOURS 100 PROPOSED CONTOURS------100 ------ ASPHALT GRIND AND OVERLAY PROPOSED CONCRETE PAVEMENT SAWCUT LINE {. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES IE �97.0 �IE,SE SW) INSTALL NEW WATER TIGHT LI[� ADJUST RIM TO NEW FIG PER COR STD PLAN 400.4. RELOCATILD7S OP -MN ON METAL POST PER COR STD. PLAN 129 CB #705 RIM 107.79 17820 TALBOT ROAD SOUTH VALLEY MEDICAL DAY SURGERY CENTER 110 p o — — — — _ - - - - - - - 105 Z � 100 J — _ — i — 95 STA_ , tff TA_ _ 4-OEM—r RIM _4 CBL , IE_ EX = 60 _ 90 L - _ , ILT _ - - _ _- _ IL _ JJ = _ S) If SMH OM - STA.- „ _RIM 85 „ IE " 97.00 (811 EN N Ln N Ln Ln 0 0 O to to Ln p O O co Lrj � O O a0 In T) O O 0) Cn ifj O o CO c0 p O N (6 (o O 0 (O (D 0 O 00 LO cfl (O (D p 0 c0 (6 c0 0 CD 00 cD O O P'y Op o CO p O O O CO I� p o ^ p O Cn N � p o Ln ^ p 0 In O � I,- 0 O (CVO I\ ^ � p 0 ^ 000 � � 0 O O p O CD O O O DO CD O p 80 �1 SAD �F W A Sys � o cn z �_6 � AL v U REVISED PER ASBUILT DRAWINGS 1 REVISED GRIND AND OVERLAY LIMITS NO. REVISION NORTH ACCESS ROAD PROFILE 1 "=20' HORIZONTAL 1 "=5' VERTICAL SURVEYED: DESIGNED: ZTW ZTW 2 16 20 ZTW DRAWN: ZTW ZTW 9 27 19 ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 8+00 CITY OF RENTON Planning/Building/Public Works Dept. 9+00 9+ R-3 9 9 1 0 8 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TALBOT ROAD IMPROVEMENT PLAN AND PROFILE UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 09/27/19 FIELDBOOK: PAGE i 00 �, O LO 0 O C0 W w O CD L-I-J z z Q J z U U L� LL �o i X O I m w J z U V n W � U LP � J N Q 0 N U LnCN - o w a� 0 w 3 J a J 0 0 m J i i N m 0 00 z W 75 z CD J Q W cy V) W U U Q 2 H 0 z U W a / N 0 00 i 0 0 0 00 lal / Z W � iJ= CB #701 RIM 108.84 IE 105.8 (24"CMP W) IE 105.8 (12"ADS E) IE 106.0 (24"C S) WALK LIGHT ACTIVATOR CB #703 RIM 109.00 IE 106.2 (4"ADS E) IE 105.7 (12"C N - S) '4 w .I: Know what's below. Call before you dig. BUS SIGN -CB #702 BUS (SOLID LID) SHELTER RIM 109.43 RTE. #165 LSDMH #134 RIM 109.63 IE 104.3 (8"C S & NW) I • p '• ll V 1141: 8 _ _ I oNF98.858 • • -1 •7� -, STRIPING AFTER CURB N: •... 5.2 • • , 9 • .•i•i1.11••i;. v o 7 •!••� ••� .•♦1♦ ,01 IL 111 /11 •11 •1•1•1 1• 1 ey.� I � -�\ .••1� �1•�11 ••� ••� 1••1••��•� 11�' �•11� 1••I/j�1� 1 • • • � I��.��.'�`\� I �11��Ii•1i�11�11�•1i11�•�1�•1i•1i�1 �•I��Ii�11ttS1i NOTES: 1. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST JOINT. 2. CONTRACTOR TO MATCH EXISTING CONCRETE PIGMENT FOR SIDEWALK WITHIN THE TALBOT ROAD S. RIGHT OF WAY. CONTRACTOR TO CONFIRM SIDEWALK PIGMENT COLOR WITH THE CITY PRIOR TO INSTALLATION 3. NEW SIDEWALK SHALL BE INSTALLED PER COR STD. PLAN 102. 4. NEW CURBS AND GUTTERS SHALL BE INSTALLED PER COR STD. PLAN 101 AND 103 5. SEE SHEET R10 AND R11 FOR CURB RAMP AND CORNER DETAILS 6. ALL STRUCTURES IN AREAS OF NEW SIDEWALK SHOULD HAVE SKID PROOF LIDS AND BE ADJUSTED TO FINISH GRADE. 7. SEE PUBLIC RIGHT OF WAY PAVEMENT SECTION SHEET R14 FOR PAVEMENT THICKNESS IN THE TALBOT ROAD S. AND S. 43RD STREET RIGHT OF WAY. Y101 19 ®PEDESTRIAN RAMP. SEE SHEET R10 FOR DETAIL LEGEND: PROPOSED SPOT ELEVATIONS 2 EXISTING CONTOURS 100 PROPOSED CONTOURS------100 ------ ASPHALT GRIND AND OVERLAY PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT SAWCUT LINE �G,HAVS n U 2sG � 5 Q- <T�HG ENG10 ------------------ 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �1 SAD �F W A Syi �-A � o cn z O�FSS24661 �STE��AL ` TALBOT ROAD IMPROVEMENT PLAN AND PROFILE FOR UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS `� troo WALK LIGHT ACTIVATOR CB #694 SIGN "NO TRUCKS (SOLID LID) OVER 26000 LBS. RIM 118.04 EXCEPT DELIVERIES IE 113.7 , -CB #6 (HOLE IN 24" 1 RIM 110.396 CON PIPE) 0 10 20 40 DRAINS TO 0/H TEN., TRAFFIC / BUSTED 24"C PIPE SDMH #695 T. DROP E. SIDE SIGNAL POLE DOWN 4.0' (36"DIA. BRICK) CB #697 ABANDONED CONC. DRIVE RIM 113.56 IF 107 2 ()4"C N) RIM 116.63 LJ IE I I Z.4(HOLE IN ? -� IE 109.4 (24"C S) 24" C PIPE) �°s$Y� - - - - - - - V.1i - - s'6• K) \ \.47 r ^ a, r . I ' ` ,� IE 119. 24"C N L / I - - y IE 118.� 24"C lS xo� Ni -CB (SOLID LID / CITY OF ,RENTON COORD E SYSTEM RIM 11C 164,147.41, 299,099.50 �(j / ( r;, 1 R=800.\ �1-19 33' RESTORE PAV IE E) 617.72' CD \ \ L=� ig� CITY \ \TALBo�oAD sou _ -CB #70 - -. - -- �IM�1 - - _ �\�-��\ 122.97t 1�8.- -- - ---- ------ - ---�.- \ \ \ 122.92f f ME -----\ \ WEh DROP AT UTTER, \ 9 EWALQ� \ \ `� yam- - - - - - - K- �\ n 0 1 7 - - �� - _ �_�--- - --_ - I 96.34f 0 � HIGH 1 : ± I �� / / / • 'c' _14 I I'l (1 �_ �0� ----- - - - d y. OF / - - f - - _ • / #6 3 / RE E P ME IM 98.70 / / CITY OF R ON STANDA S I IE �6.90 (8"C ) 40- INATE- SYS M -�N f11�63 9 4.43 RENTON OE 1C2098 �66.96 \--- CO -` : Y I I RIM 9111-.25\ �� 1�••111• \ ` �Al ` it �11•� 1•� IIj• \ \ t 7 � • j -- / '1 1 1 ��i• , �� U REVISED PER ASBUILT DRAWINGS 1 REVISED GRIND AND OVERLAY LIMITS NO. REVISION SURVEYED: DESIGNED: ZTW ZTW 2/16/20 ZTW DRAWN: ZTW ZTW 9 27 19 ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: 1 "=200 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY \IIVI L I.L� IE 119.5 (8"PVC NE) 8 Mf E \ / ' 120.43t M ' BUS TOP / \ CB 68 7 SHELTER R I 1 8 6. \ / Ii\ 10 (12"; \\ BUS STOP N %5.6 (12"C ) SIGN o \�06.0 (12" \\cP. 0 CB \ 68 SS LI \�. D) 15 .*a \-1,0 - 6. .2=G � 63 MATCHLINE SEE LEFT FOR CONTINUATION 1 • 1 '1 m.1000�0000000000000000 CITY OF RENTON Planning/Building/Public Works Dept. M, 00 O CD I C0 J CNJ O LO O O I C0 z Q J z cn U L.L Q CD ONE m m J Q R-399109 IN COMPLIANCE WITH CITY OF RENTON STANDARDS w z LIJ U J Q U DATE: LU TALBOT ROAD IMPROVEMENT PLAN 09/27/19 2i UW MEDICINE -VALLEY MEDICAL CENTER FIELDBOOK: >_ PAGE TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: w 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: Q R9 20 � U') z Cw G w O 0- CD U w w z z Q J z c� U') U w Li Q I I Q I I Q o X J w � z � 0 � m J N Q a � U (n � w co � N z o w N o U N � J Q � p o w 0 a � vi IZ w Q J � J o Q Q 0 0 m J I 0 I N (D 00 z W z J Q W W' V) cn W U U 0-1 0 z U 0 N 0 00 U 0 CD CD 00 La j IL � L, 102.98 FL 103.48 TC litlyRIbuto i Know what's below. Call before you dig. 102.53 ` -------------- 102.16 FL _ 102.66 TC - 00 102.15 0 102.13 FL\ TA: 3+26.47 I a .o i ao 0 102.13 TC FF: 36.97'RT� / C° ° 102.10 FL 02.59 ° PERPE I LAR CUF13 RAMP PE W OT STD. 1b2.56A a �cSs PLAN/ 4 15-Q3 1DETAIL PER S R 7 P102.05 FL 102.55.TC u PERPENDICULAR CURB --4"P PER WSDOT STD. as \ II D \P PAS Ek�ET R07 i 1102:45 ,I I I 1•59° a. 101.81 \FL STA. 3+58.27JJ ► ° % 102.31 \ I / I OFF: 71.37'RT OPEDESTRIAN RAMP DETAIL SCALE: 1 =10 ` 106.47 TC ----�\ ice' 105.41 FL 105.91 TC °. �/ ° 105.3 _ 105.34 FL 4 a 105.34 TC OFF-,.38.43'RT i'L ° ` 105.30 FL ° �105.69' 000 105.30 TC 105.73 a .66°k a ■ ■� a a . /x 105.05 FL s� 105.55 TC I $ d � 105.65 I 105.6� ° e -105-. �_g 104.07 FL 104.57 TC PERPENDICULAR CURB RAMP.'° PER WSDOT STD. PLAN F-40.15-03 II STA] 6+80.73 II OFFi 57.24'RT ,PEDESTRIAN RAMP DETAIL J SCALE: 1 "=10' QI`G,1-IA(js 18215 72ND AVENUE SOUTH KENT, WA 98032 _ (425)251-6222 o (425)251-8782 FAX a CIVIL ENGINEERING, LAND PLANNING, LNG ENG�N� SURVEYING, ENVIRONMENTAL SERVICES �\ SAo �F W A Sys y�o 24661 S 0l S T �i A L PEDESTRIAN RAMP DETAILS .; UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS ' 103.66 FL_ 'oR 103.66 TC_____� -_ 103.64 FL 103.73 FL 104.49 FL 103.64 TC - 104.23 TC 104.99 TC 103.92 TC 102.75 FL 103.25 TC - - _ - - ��`s a a ------- -- o a .M .. 103.68- ° STA., 4+64.2' 0 102.68 FL ° ° �� % OFF: 27. v 102.68 TC 102.62 FL ° a ° 102.62 T ; �° a 16310 00 ' / O O I /�O 1 v P' 102.24 FL' 7'59° I v a 103.13 -- 102.74 TC a ° ,16215 FLU 102.65 TC 0 02.65 STA: 4+ 17.91 \' OFF: 60.13'RT ERP DICULAR CURB RAMP P DOT STD. PLAN F-40.15-03 a DET PER SHEET R07 OPEDESTRIAN RAMP DETAIL SCALE: 1 =10 A 106.41 a ii" np-p• _�R an'RT a a RPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-03 DETAIL PER SHEET R07 104.00 FL I I o 01.5% 104.50 TC I / � STA: 7+34.166 OFF: 56.62I RT I I I I I I i ©PEDESTRIAN RAMP DETAIL SCALE: 1 "=10' REVISED PER ASBUILT DRAWINGS 1 REVISED BANK CONNECTION NO. REVISION I I INSTALL FOG LINE. SAWCUT AND REMOVE EXISTING I CONTINUE TO NORTH ASPHALT/CURB TO THE WEST. INSTALL NEW EDGE OF BANK CURB AT EDGE OF ASPHALT WITH MIN. 2 ASPHALT TRANSITION DRIVEWAY WEEP HOLES. WEST SIDE OF CURB TO RAMP. 4" HMA OVER ALIGN WITH EX. EXPANSION JOINT AT 4" CRUSHED ROCK BUILDING CORNER I Ana �r, PARALLEL CURB RAMP PER WSDOT STD. PLAN F-40.12-03 DETAIL PER SHEET R07 _ DI V-C v p 6H%00r0 .D.Di p .p. . 106.88 FIL - LL 107.00 FI s>� 107.38 TC 107.50 TC 106.94 FL 106.92 FL 106.94 TC 106.92 TC OPEDESTRIAN RAMP DETAIL SCALE: 1 "=10' SURVEYED: DESIGNED: ZTW ZTW 2 16 20 ZTW DRAWN: ZTW ZTW 3/19/20 AS CHECK AS BY DATE APPR APPROVED: As SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY r,. _ STA: _4 .60 _ OFF: 49.43' LTA ljl�•��%jlt� 105.40 TC I _ RAISED CURB; ®PEDESTRIAN RAMP DETAIL SCALE: 1 =10 CURB RETURN DATA: T PARRALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 DETAIL PER SHEET R07 05.60 - 105.03 FL 105.53 TC STA: 4+48.1 OFF: 21.82' L CURB RETURN # PC 1 /4 0 1 /2 A 3/4 0 PT RADIUS 0 STATION 3+32.07 3+47.51 3+60.15 3+67.50 3+67.99 35' OFFSET 31.45' RT 34.85' RT 44.32' RT 58.13' RT 73.64' RT FLOW LINE EL 102.49 102.22 102.14 102.03 101.81 0 STATION 4+12.47 4+16.78 4+24.95 4+35.95 4+48.42 35' OFFSET 51.85' RT 40.11' RT 30.54' RT 24.30' RT 22.13' RT FLOW LINE EL 102.34 102.74 103.36 103.67 104.09 0 STATION 3+79.20 3+78.12 3+73.99 3+67.60 3+59.95 20' OFFSET 42.72' LT 34.91' LT 28.22' LT 23.90' LT 22.34' LT FLOW LINE EL 105.19 104.71 104.26 104.27 104.01 0 STATION 4+34.07 4+27.99 4+22.54 4+18.27 4+15.59 20' OFFSET 21.87' LT 22.89' LT 25.79' LT 30.28' LT 35.91' LT FLOW LINE EL 104.92 104.92 104.95 104.92 104.93 0 STATION 6+61.59 6+75.38 6+86.98 6+94.67 6+97.22 35' OFFSET 21.93' RT 24.52' RT 32.20' RT 43.81' RT 57.53' RT FLOW LINE EL 105.97 105.73 105.42 105.15 104.07 © STATION 7+18.17 7+20.98 7+28.60 7+39.89 7+53.17 35' OFFSET 56.38' RT 43.14' RT 31.96' RT 24.51' RT 21.90' RT FLOW LINE EL 1104.01 1105.19 1105.65 1106.38 106.50 C) 00 O O O C.� J O LO CD C0 �i. C) •ELEVATIONS ARE AT FACE OF CURB GOING CLOC MSE LL NOTES: L� 1. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST JOINT Q 2. CONTRACTOR TO MATCH EXISTING CONCRETE PIGMENT FOR SIDEWALK WITHIN THE TALBOT ROAD S. RIGHT OF WAY. CONTRACTOR TO CONFIRM SIDEWALK PIGMENT COLOR WITH THE CITY PRIOR TO INSTALLATION. Q 3. NEW SIDEWALK SHALL BE INSTALLED PER COR STD. PLAN 102. O 4. NEW CURBS AND GUTTERS SHALL BE INSTALLED PER COR STD. PLAN 101 AND 103. 5. ALL STRUCTURES IN AREAS OF NEW SIDEWALK SHOULD HAVE SKID PROOF LIDS AND BE O ADJUSTED TO FINISH GRADE. pp 6. SEE PUBLIC RIGHT OF WAY PAVEMENT SECTION SHEET R14 FOR PAVEMENT THICKNESS IN THE J TALBOT ROAD S. AND S. 43RD STREET RIGHT OF WAY R-399 1 10 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IJJ z W U J Q U DATE: � CITY OF PEDESTRIAN RAMP DETAILS 09/27/19 => UW MEDICINE -VALLEY MEDICAL CENTER FlELDBOOK: >_ • RENTON TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: I"'' -I Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET J RENTON, WA 98055 SHEET` OF: Q R10 20 z w 75 w z 0 U L.I..I �MM z z Q J z U LL LL I I � I I Q o X _J W z 0 � m � J Q a � U (n m w N z o W N o U N N Q 0 0 w 0 vi � W J I J o Q 0 m J I 0 I N m O co z W 75 z CD J Q W ry V) W 0 U Q F 0 z U a N 0 co i 0 0 0 co lal Z W B Know what's below. Call before you dig. 10,9\� - -9 70B 63 _ _ ° 3 10�8.47FL c7n. inn liif�I 97 Ti ° °a ° V ` 109.02 BC 10902 TC 108.65 BC 109.15 TO ,� P RALLEL CU ER WSDOT STD. U AN F-40.1 DETAIL PER SHEET R07 ';� ®PEDESTRIAN RAMP DETAIL SCALE: 1 =10 i STA: 15+57.53 125.02 FL 125.52 TC \ `� OF : RT a \ ` � 'v 2¢ � v i Qa o :�` :cry . INSTALL 24„ 0 CAST ��' IRON BELL BOLLARD is 125.66 BC 125.66 TC 122.25 FL N,� - 122.25 TC 122.25 BC ° 122.75 TC 122.09 FL 000° ° � 122.09 TC� 0000° EX. UTILITY VAULT, ADJUST TO CB #689 -°°°° y�aa EX. RIM=121.29 122- °'`° 04t. NEW FG. INSTALL NON -SLIP LID NEW RIM=121.58 -� PARALLEL CURB RAMP " v 122, k°° PER WSDOT STD. PLAN F-40.12-03 IE 11 E (8 PVC NE) `` ; DETAIL PER SHEET R07 121.36 FL 122.14 BC 121.86 TC _ v2_ 122.64 TC � - 12 0.6%121.90 BC / I 121.90 TC \ / 0.76t M 120.12 FL 120.70f ME v1 �\ \ 120.62 TC INSTALL 24"0 CAST \ \ 15+30.01 IRON BELL BOLLARD \\ OFF: 53.48'RT PEDESTRIAN RAMP DETAIL 12 SCALE: 1 "=10' �G,HA�S n U a 2�G C Q- <T�HG ENG\N�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �1 SAD �F W A Sys �> Z 24661 ��STE��G�� AL v PEDESTRIAN RAMP DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS 108.86 TC [108.31 FL r1 \ ILJ 10.86 TC el I STA: 11+49OFF: 34.81 RT a ° 14.0% i 1o.96�BC� Tc 14 �- TA: 1 1 +23.40 ER % OFF: 108.2S \ 108.7S 107.90 BC i 107.90 TC- ° 1 / v: 4 v. o ^PEDESTRIAN RAMP DETAIL SCALE: 1 "=10' 99.90 BC 99.90 TC 99.21 FL 99.71 TC 4 y/.lu IL •96.47 196.97 TC \ 16.31 FL00 STA: 14 OFF: 3 V 128.15 FL 128.65 TC \ qtg I 1•r••`1�••�', 1iIn1�►11�� \ � � c' \ y 10 i /moo.. '� 126.04 FL 126.04 TC r 125.97 FIL 125.97 TC 9 �h� 124.99 FL 124.99 TC-11111 125.63f ME _ 1124.21 FL r/ ' ` 124.71 TC 10 PEDESTRIAN RAMP DETAIL SCALE: 1 =10 Z N \\\ \ \v 94.96 FL \ 94.96 TC \\ \ \ \ 94.66 FL N - 94.95 FL \ \ 95.16 TC _-- 94.95 TC \\\\ TA +08 49 \ \\ \\ F:\61 43' T V �\, \�\ \ 95 23 BC I \ 95.23 TC \ \� 95.04 BC 95.48 TC 95.03 BC \ \ \ \ \ 95.53 TC LEL CURB \ \\ \ \ \ y \ \,\PER DOT STA \ \\ \ \ \\D�Ti41L PER SHE \95.41 TC TA: 4+18.61 or 43.22'RT 4 \\ 96.81 TC PEDESTRIAN RAMP DETAIL PEDESTRIAN RAMP DETAIL 13 14 SCALE: 1 "=10' NOTES SCALE: 1 "=10' 1. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST JOIN 2. CONTRACTOR TO MATCH EXISTING CONCRETE PIGMENT FOR SIDEWALK WITHIN THE TALBOT ROAD S. RIGHT OF WAY. CONTRACTOR TO CONFIRM SIDEWALK PIGMENT COLOR WITH THE CITY PRIOR TO INSTALLATION. 3. NEW SIDEWALK SHALL BE INSTALLED PER COR STD. PLAN 102. 4. NEW CURBS AND GUTTERS SHALL BE INSTALLED PER COR STD. PLAN 101 AND 103. 5. ALL STRUCTURES IN AREAS OF NEW SIDEWALK SHOULD HAVE SKID PROOF LIDS AND BE ADJUSTED TO FINISH GRADE. 6. SEE PUBLIC RIGHT OF WAY PAVEMENT SECTION SHEET R14 FOR PAVEMENT THICKNESS IN THE TALBOT ROAD S. AND S. 43RD STREET RIGHT OF WAY SURVEYED: SCALE: »- p HORIZONTAL N D 1983/1991 4 REVISED PER ASBUILT DRAWINGS ZTW 2 16 20 ZTW DESIGNED: 1 -10 3 REVISED RAMP NO. 9 ZTW 1 /28/20 AS Trw 2 REVISED RAMP NO. 12 ZTW .11/27/19 AS zTw 1 REVISED RAMP NO. 10 ZTW 9/27/19 AS CHECKED: ONE INCH DATUM AS AT FULL SCN_E IF NOT ONE INCH 11 NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY AS MIT owl ♦♦•••� ice! •�174 • i 11.2%° w -Y _123.52 BC 123.52 TC �\ I P PER T t7D. L B RAMP ,�`L�° 4 I _ tHEE 7 _ 121.1 BC' 122.11 TC \ � I. 79 \\�-121.18 BC !\ 121.68 TC PARALLEL CU RAM PER WSDOT STD. PLAN F-40.1,2-03 I DETAIL PER SHE R07 I I 121.12 BC - _-�-- I 121.62 TC 121.02 BC _ T -�- 121.02 TC, ,PEDESTRIAN RAMP DETAIL SCALE: 1 "=10' CURB RETURN DATA: 21.14 FL 21;64 TC 2ii1 FL 21.11 TC 2 Sg�,�-120.43 FL . 120.93 TC_ STA: 14+53.48 OFF: 58.9 1' RT a Y a V. °.°: \ . CURB RETURN # PC 1/4 � 1/2 � 3/4 0 PT RADIUS ® STATION 10+63.21 10+74.03 10+83.11 10+89.10 10+91.0 26' OFFSET 21.95' RT 23.03' RT 28.08' RT 36.92' RT 47.35' RT FLOW LINE EL 108.42±ME 108.55 108.01 107.57 107.06 0 STATION 11 +20.8 11 +23.24 11 +29.55 11 +38.63 11 +48.96 25' OFFSET 59.02' RT 48.95' RT 40.71' RT 35.72' RT 34.81' RT FLOW LINE EL 106.19±ME 107.51±ME 108.36 109.23 110.32 10 STATION 14+43.28 14+41.10 14+26.46 14+09.56 13+90.56 45' OFFSET 76.73' LT 52.70' LT 32.97' LT 24.02' LT 21.96' LT FLOW LINE EL 129.22±ME 127.29 124.73 122.99±ME 121.42±ME 11 STATION 14+23.72 14+35.40 14+45.35 14+52.06 14+54.87 35' OFFSET 35.18' RT 37.80' RT 44.76' RT 54.93' RT 67.20' RT FLOW LINE EL 122.88±ME 122.09 121.49 121.18 119.40±ME 12 STATION 15+29.70 15+32.45 15+43.00 15+54.21 15+66.78 35' OFFSET 62.61' RT 45.16' RT 31.41' RT 25.43' RT 23.79' RT FLOW LINE EL 119.16±ME 121.42 122.86 124.56 125.65±ME 13 STATION 3+43.45 3+60.91 3+68.96 3+62.95 3+45.03 24' OFFSET 40.03' RT 46.63RT 63.48' RT 81.68' RT 89.06' RT FLOW LINE EL 99.14 98.33 95.78±ME 94.92±ME 94.04±ME 14 STATION 4+28.90 4+13.70 4+08.53 4+15.18 4+29.92 121' OFFSET 80.63' RT 74.86' RT 59.83' RT 45.83' RT 40.09' RT FLOW LINE EL 93.45±ME 93.99±ME 194.96 94.94 94.78±ME *ELEVATIONS ARE AT FACE OF CURB GOING CLOCKWISE 00 M O CD 0 c� Q J CD O CD I C0 z LIJ LEI O z 0 U W C� z IN COMPLIANCE WITH CITY OF RENTON STANDARDS w z W U J Q U DATE: � CITY OF PEDESTRIAN RAMP DETAILS 09/27/19 2i uRj UW MEDICINE -VALLEY MEDICAL CENTER FlELDBOOK: RENTON TALBOT ROAD INTERSECTION UPGRADES DRAVANGNO: LLJ Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: Q R11 20 � w w O z O U LIJ z z Q J z C� U w I ~ I T) O X J_ W z O � m J ai Q a � V) w 0 z o w CD N U � J N E U B \ p 0 w 3 a � 0 Q w 0 J U) J U Q Qry i ry O z I I N O 00 z W 75 z CD J Q W IY V) Ln W U U Q 2 O Z U W a / N O 00 i O CD CD 00 lal / Z !1 H NOTE: NORTH ACCESS ROAD IMPROVEMENT PLAN AND PROFILE 1. NEW ON -SITE SIDEWALK SHALL BE INSTALLED PER STANDARD ON SHEET R15 2. NEW ON -SITE CURB AND GUTTER SHALL BE INSTALLED PER STANDARD ON SHEET R14 - # MATCHLINE -SEE TYPE 1, X. CB 538 W/ VANED GRATE- CB#7 TRIGHT FOR CMP (NE) IE=96.40' RIM = 96.80 ` _ I CONTINUATION ✓ PROPOSED STORM -LINE -MAY -IT- 1tLCOMR�C IE = 93.75 (12" S) t „ � T ��' f 6 DI (S) IE = 7.15 : WITH THE EX OW 07 WATER S�/I�T -27 LF 12" CPEP L � � ■ � f�� ■ � ■ � � �q� • � • � • � • �TFiEIEXISTING V9M-BUILDING TRJ4CT6� -SD 0 0.81% I �12 CMP (W) I -96.45 , ° EX. CB #540 0-POTHOLE--AND DETERMINE IF-tINE-flE 95fM I EX- STRUCT 100.65t ME RIM 100.81' �0=� BLOC - - - - 98.1 PL. ------------- (ADJ ST TO NEW FG) E MAY BE E�CIfR _ 11 (N) IE=98.96' CB#8 TYPE 1, - - .mil .IfvlW CROSI PE W/ VANED GRATE EX. WMV TO BE RIM = 97.86 / / >° ADJUSTED TO t \\ REMAI ON -SITE CU PS SHALL IE = 93.53 (12„ SE) ACE ; � P IE = 93.53 12" N / BE INSTALLED " J. ( ) ACCORDAN SDOT STD. PLAN' IE 93.53 (12"SW)CB#5 TYPE 1, ,` i ".. CB#2 TYPE 1, g W/ SOLID LOCKING LID ° 99.88 W/ VANED GRATE RIM = 98.39 1 I '_ RIM = 11 101.40 Tcb _ IE = 95.02 (8" S) - - / ; : • IE = 98.52 (12" SQ) 98.4,3 i IE = 95.02 (12" SE)��' / IE = 98-6r2 (12" SW) 9843 11nn ,, EX. WMH 0 BE / E /IE = 95.02 (12" NW) ADJUSTS EW GRADE x ..'.:..'.: 1 WMH / :• y y /'/ C e/ /, A' If �ol If ELOCA /P NE 57 ( / \ \\ �„S 9c vj 16 LF 12- SD 0 9.61 %,.. 9 LF 8 CPEP \ \ �46 LF 12 CPEP.: I SD 0 0.50% 9 Aly 2.59Z 102.10t ME ; 1 - _ � W0. - i } \ \ �i PR-OPOSEDED CD CB#4 TYPE 1, \ 2.31 f ME -RAM S SHALL / W/ VANED GRATE •° \\ Sc P I LLED IN RIM -= 99.72 \ - / 103.6� kd b vy OT D. PLANS / IE - 7.65 (12 NE)9_7.62 CB#3 TYPE 1, e IE = 97.85 (12" S) 97.67 W/ HERRINGBONE GRATE `\ / �� ®/ RIM = 4fr1-86101.69 IE = 97.65 (12 NW) 97.62 IE = 98.86 (12,� N) NORTH ACCESS ROAD PLAN 110 105 100 95 90 85 80 75 of O N QI-�Hq�s 18215 72ND AVENUE SOUTH m� �2 KENT, WA 98032 (425)251-6222 o (425)251-8782 FAX 2 2�G�r �Q.`' CIVIL ENGINEERING, LAND PLANNING, /HG ENG\r\� SURVEYING, ENVIRONMENTAL SERVICES 1 "=20' HORIZONTAL PVI STA:8+82.09 '^=` PVI ELEV:101.23 K:34.07 -1■�_� _■ 97.67 97.62 • • . Of W. ��-1�1�U1• IZT.lI�T� mow■ ,mat=�irtr �(.14 c �1_�ujO �U) . 0 . o o . o N o rn 0 �1 SAD �F W A Sy/ Z 24661 orFss� 1SIE�, AL tit:it:is■i��l� c� O co CD O p O O 0 IP LI-1 I REVISED PER ASBUILT DRAWINGS NO. I REVISION 1 I�iYYyi �rzrr>.r`r►yI I- CV O 'd- O nj `6 p O 0) nj M p O 00 M O 10+00 SURVEYED: DESIGNED: ZT`ly DRAWN: zTW ZTW 2 16 20 ZTW CHECKED: AS BY DATE APPR APPROVED: AS N SEE SHEET R03 FOR OFF SITE PLAN AND PROFILE 0 i 110 105 100 .E 85 NEW ASPHALT PER ON -SITES PAVING SECTION. SEE SHEET NOPY I VE TH R ARMACY / URB DETAIL. SEE SHEET R5 nn � I I I I I f f I � I --------- -•� nil MATCHLINE - SEE LEFT FOR CONTINUATION LEGEND: PROPOSED SPOT ELEVATIONS 2 EXISTING CONTOURS 100 PROPOSED CONTOURS ------ 100 ------ PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT a SAWCUT LINE------------------ CV O O O r` Know what's below. U Cal before you dig. 00 CIO CD I O I�I I co I _ II Q I I II I I J III I � I I� I 00 = CV I I o I LO I O �I CD o II I I � LIJ w �. ::> CD I •i. �• I z 0 U L LJ cry t� LIJ z = R-3 9 9 1 1 2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS w 75 z 1 "=20' HORIZ NTAL 1 "=5' VERTICAL w � U O J Q U 11+00 0 SCALE: 1 "=20' VERTICAL: 1 1988 HORIZONTAL• 1 1983/1991 CITY OF %R) ROAD IMPROVEMENT PLAN AND PROFILE 9/27/19 w FIELDBOOK: 7• RENTON UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES I -'-I DRAWING NO: ONE INCH DATUM Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET J I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY RENTON, WA 98055 Q SHEET: OF: R12 20 I- z LLJ C G LIJ O C� G z O U rW^ V J L-LJ z z Q J z C.D C/7 U LL L.L_ Q I- I O N I- X O J ry- z J � Q Q w U7 z L.L-1 � U h7 o J N Q CD N Ln N 0 ai LLJ 0) a � 0 L-L-1 I � J o Q 0 I- 0 m J a I 0 I N rn CD 00 z w z CD J Q W v� w U U Q 0 z U .5 rn a i N 0 00 i 0 CD CD 00 W j Lq a li CONSTRUCTION NOTES AND DETAILS l 11 MEDICINE - VALLEY MEDICAL UW CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS Ic 22. Drainage outlets (stub -outs) shall be provided for each individual lot, except for Irface Water Standard Plan Notes and Example of Construction those lots approved for infiltration by the City. Stub -outs shall conform to the Iquence following: a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to NOTES 4'-0•MIN - A 4'-0"MIN - A rface Water Standard Plan Notes service all future roof downspouts and footing drains driveways yard drains SEE CONTRACT PLANS SEE CONTRACT PLANS t At marked Crosswalks, the connection between the landing and the 7 3r3' EXPANSIONS EE PEDESTRIAN CURS - 315" JOINT EXPANSION JOINT (TYP SEE NOTE 9 JOINT (TYP) -SEE PEDESTRIAN CURB - roadway must be contained within the width Of the crosswalk markings and any other surface or subsurface drains necessary to render the lots suitable STANDARD f•UNFSTANDARD PLAN F-]0.10 SEE ROTES 2 Where 'GRADE BREAK is called out, the entire length of the grade 1. These notes shall appear on projects far the surface water utility. ANDING LANDROG p� p j' for their intended use. Each outlet shall have free -flowing, positive drai nage to break between the two adjacent surface planes shall be flush. an approved stormwater conveyance system or to an approved outfail location, B BIDEWAtK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- 2. Before any construction or development activity occurs, a pre -construction meeting CURB AND GUTTER * A C nonces on any part Of the Curb Ramp or Landing, or in the Depressed f SIDEWALK Curb and Gutter where the Landing Connects to the roadway. must be held between the City of Renton plan review section and the applicant. b Outlets an each lot shall be located with alive -foot -high 2" x 4" stake marked I 4. See Contract Plans for the curb design specified. See Standard Plan r _ _ - F-10A2 for Curb, Curb and Gutter, Depressed Curti and Gutter. and "storm" or "drain". The stub -out shall extend above surface level, be visible, and CL,RCURB AND GUTTER Pedestrian Curb details. 3. All design and construction shall be in accordance with the Renton Municipal Code CURB RAMP CURB RAMP 5. See Standard Plan F-30-10 for Cement Concrete Sidewalk Details. be secured to the stake. � 4' . a° MIN - SE BT,i, ilw RPuw sus oAGE See Contract Plans for w d[h and placement of sidewalk (RMC), the latest edition of the Standard Specifications for Road, Bridge and SEE CONTRACT PLANS DETECTABLE WARNING SURFACE- P SEES .AR. PLAN F•E.10 SEE CONTRACT P.; 1 $. The Bid Item "Cement Concrete Curb Ram T _ does not Municipal Construction prepared try WSilQT and the American Public Works FACE OF CURB 7EpRESSSDCURB AND G Tf7ER FRCE OF CURB @ DEPRESSED CURB RAND GUTTER the adjacent Curb, Curb and Gutter, Depressedurb and Gutter. Association (APWA), as amended by the City of Renton Public Works Department. It c. Pipe material shall conform to underdrain specifications described in Chapter 4 of CROSSWALK CR0881NALK Pedestrian Curb, or Sidewalks. shall be the sole responsibility of the applicant and the professional civil engineer to the Surface Water Design Manual and, if non-metallic, the pipe shall be placed in7 The Curb Ramp length is notrequired to exceed 75 feet (unless otherwise x shown in the Contract Plans). When applying the 15-foot max length, correct any error, omission or variation from the above requirements found in this a trench with a tracing wire above or other acceptable detection. PLAN VIEW DETECTABLE WARNING SURFACE- PLAN VIEW the running slope of the curb ramp Is allowed tD exceed 8.3%. Use asirlgle TYPE PARALLEL A SEE STANDARD PLAN FJ3.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match Into the Sidewalk plans, all corrections shall be at no additional cost to the City. r a -vMrN over a horizontal distance of 15 feel Do not include abutting landings) in d, Private drainage easements are required for drainage systems designed to SEECOfRR_TplMLS GNADE BREAK the15-foot may. measurement When a ramp is constructed on a radius, the convey flows through individual lots- a 15-foot max length is measured on tl� Inside radius atong the back of the 4. Approval of this road, grading, parking and drainage plan does not constitute an Y 9 o p CONTRACTION JOINT MP SEE STANDARD PLANF-$0.1 a stoPE walkway. FOR CURB RAMP LENGTHS GREATER THAN 9 - O"PROVIDE COUNTER TOP OF approval of any other construction (e.g. domestic water conveyance, sewer CONTRACTION JOINT EIIUAtlY SPACED a' - 0' MIN OC * f500°k - RGADMV 8. Curb Ramps and Landings shall receive a broom finish See Standard conveyance gas electrical. etc.)The surface water drainage system shall be e. The applicant/contractor is responsible for coordinating the locations of all stub- Specifications CuTb a r + 4. w DEPRESSED CURB AND GUTTER - B. Pedestrian Curb maybe omitted d me ground surface at the back of ilia constructed according to the approved plans, which are an file in with the City. Any out conveyance lines with respect t0 other utilities (e.g. power, gas telephone CEMENT CONCRETE PEDESTRIAN LANDING SEE STANDARD PLAN F•10A 2 Curb Ramp andlor Landing will be at the same elevabon as the Curb + r r CURB - SEE NOTE B a AND NOTE B Ramp or Landing and there will be no material to retain deviation from the approved plans will require written approval from the City of television). SECTION I p I q-p N11N 15 SE MAX. [TYP.] LEGEND Renton Public Works Department, Surface Water Utility Section. �J BEEC rRR�rPwNs SEE "°FE 7 SLOPE IN EITHER DIRECTION f. All individual stub -outs shall be privately owned and maintained by the lot home 15-0' MAX ITYPI 4'-G'MIN 15'-D' MAX fTrP) GRADE BREAK SIDEWALK k 1.5% OR FLATTER RECOMMENDED FOR 5. A copy of these approved plans must be on the jab site wherever construction is in owner, SEE NOTE 7 CONTRACT PLANS SEE NOTE 7 GRADE BREAK _. DESIGMTORMWORK ^ MAX ) progress. SIDEWALK GRACE BREAK k - ~~ * A OR FLATTER RECOMMENDED FOR OESIGN7 FOR GRADE BREAK FORMWORK (S 393 MAX) -SEE NOTE 7 g. Storm drainage pipe systems shall not penetrate building foundations, except for *�� **� CURB RAMP 6. Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. sum urn discharge lines used to drain crawls aces provided the sum pumpPEDESTRIAN CURB- 3B (IN)EKPANSIOHJOINT[TYPS- TT p pump spaces, p SEE HOTS 9 LANDING 1 SEE STANDARD PLAN F]0.10- Monday through Saturday and no work on Sunday is allowed, unless otherwise system includes backflow prevention or a check valve- = CURB RAMP approved with a written decision by the City of Renton. CURB uNDING 3i8- EXPANSION JOINT [TYP i - 1 SECTION SEE STANDARD PLAN F-M.Ia 7. It shall be the applicant's/contractor's responsibility to obtain all construction 23. All disturbed pervious areas (compacted, graded, landscaped, etc.) of the SECTION [ALONG I NSIDE RADIUS AT BACK OF VAAUKWAV) B easements necessary before initiating off -site work. Easements require City review development site must demonstrate one of the following: The existing duff layer iALOf4G INSIDE RADIUS AT BACK OF WALK4MkY) "CEMENT CONCRETE CURB RAMP TYPE shall be staged and redistributed to maintain the moisture capacity of the soil, OR; PARALLELS- PAY LIMIT- SEE NOTE 8 A and approval prior to construction. 'CEMENT GONGRETE CURB RAMP TYPE Amended sail shall be added to maintain the moisture capacity. PARALLEL A' PAY LIMIT SEE NOTE$ 8. Franchised utilities or other installations that are not shown on these approved plans shall not be constructed unless an approved set of plans that meet all requirements 24• Proof of liability insurance shall be submitted to the City prior to construction permit of Chapter 4 of the Surface Water Design Manual are submitted to the City of issuance. Renton. 25. Issuance of the building or construction permits by the City of Renton does not 9. Datum shall be NAVD 88 unless otherwise approved by the City of Renton. relieve the owner of the continuing legal obligation and/or liability connected with Reference benchmark and elevations are noted on the cans. storm surface water disposition. Further, the City of Renton does not accept any ISOMETRIC wow p TYPE PARALLEL A PAY LIMIT obligation for the proper functioning and maintenance of the system provided during 10. Any dewatering system necessary for the construction of stormwater facilities must construction. b b 'tt d t th C' f d I ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT PARALLEL CURB RAMP STANDARD PLAN F-40.12-03E SHEET I OF 1 SHET APPROVED FOR PUBLICATIO" "Z.- WmhlnfP•^ �� M NTrema.,rax.n e su col e o e Ity or review an approva . NOTES A CURB RAMP WilTH 4' - T MIN LANDING TO MATCH A 26. The Contractor shall be responsible for providing adequate safeguard, safety CURB RAMP WOTH - SEE CONTRACT PLANSLANOCURfl RAMTCM CURB RAMP P W DTH 4'- B' MINI Al marked crosswalks, tree connection between the curb ramp and the rplad- 11. All utility trenches and roadway subgrade shall be backfil led and compacted to devices, protective equipment, flaggers, and any other needed actions to protect the LANDING PT- "SEE To COONTRACT PLANS way must be contained within the width of the crosswalk markings 95 percent density, standard proctor, life, health, and safety of the public, and to protect property in connection with the LANDING GRADE BREAK CURB RAMP 2 Vetere "GRADE BREAH"!s called plan the entire length of the grade oak GRADE BREAK betwean the two ad Iacent surface PI nes sh II be flush GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE SEE CONTRACT PLANS - 4- 0• MIN. TRAC Da not lace Gratings, Junction IiDxeS Access Covers Or other a urten- slpEyyALK -SEE NOTE 5 3 P n9 Pp 12. Open cutting of existing roadways for non -franchised utility or storm drainage work performance of work. An work within the traveled right-of-way that may interrupt ° """ antes on any part of the Curb Ramp or Landing, or in front of the Curb 1" g g Y utility g p Y g y Y f' PROVIDE SMOOTH TRANSITION Ramp where it Connects t0 the roadway is not allowed unless specifically approved by the City of Renton and noted on these normal traffic flow shall require a traffic control plan approve by the Public Works SIDE CEMENT CONCEE RETE ! (TYPTO$IDEWALK WDT" BEEGOfJiRACTPLANB- �;BEEGDNIRAGT 4 Sag CantrauTPlansfor the cub designspecifed. Sao StandaTdPlan * r - 0' MAN PLANS - 4• - T MIN F-10.12 far Curb, Curb and Gutter, Depressed Curb and Gutter. and approved tans. An open cut shall be restored in accordance with the City of pp p y p tY Department, Transportation Systems Division. All sections Of the WSDOT Standard L$'EXPANSIGN BUFFERVNDTH - MATCH Pedestrian Curb details FLARE (T'rP } JOINT (TYP., - SEE TO CURB RAMP DEPTH Renton trench restoration standards. Specifications 1-07-23 Traffic Control shall apply. I w 5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Detads See 3!g' EXPANSION I CURB RAMP STANDARD PLAN F-]0.70 mp )) JOINT (TYP.) -SEE ( Contract Plans for width and placement of sidewalk STANDARD PLAN F-20.10 GRADE w r 6. The Bid Item "Cement Concrete Curb Ramp Type _" does no[ include the 13. All sedimentation/erosion facilities must be in operation prior to clearing and building 27, Project located within the aquifer protection area (APA) shall comply with Special BREAK PRESENT OR BACK c BUFFER, F GRADE BREAK PRESENT. DR TO BACK OF CURB [TYP y - '+ adjacent Curb- Curb and Gutter, Depressed Curb and Gutter, Pedestrian construction and the must be satisfactorily maintained until construction is �::;;;: SEEGDNTRACTPLNNS » .• •-_; " Curb,orSdewalks 7 Y Y Requirement #6 of the Water design Manual and Aquifer Protection * * * imill€:•I. �� ;:' •.�' completed and the potential for on -site erosion has passed. Regulations (RMC 4-3-050). CURB. OR CURB CEMBHT CONCRETE T The Curb Ramp length IS not required to exceed 15 feet (unless Shown i P! applying 1 f max. length. AND GUTTER - _ _ _ _ _ CURB. OR CURB PEDESTRIAN CURB - otherwise n the Contract ins). When app y rig the 15-loot a . SEE NOTE a - - - - AND GUTTER - SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a DETECTABLE WARNING SURCACC - SEE NOTE 4 B single constant Slope from bottom Of ramp t0 top of ramp to match Into 14. All retention/detention facilities must be installed and In operation prior to or in SEE STANDARD PLAN Fis DETECTABLE WARNING SURFACE - the landing over a honzontal dAstanca of 15 feet. Da not Include the FACE OF CURE SEE STANDARD PLAN F-46-10 FACE OF CURB abutting landing in the 15-fool max. measurement conjunction with all construction activity unless otherwise approved by the Public MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURS AND GUTTER 8. CUrO Ramps and Landings shall race ire a broom knish. See Standard Works Department, Surface Water Utility Section. TG CURB cop., CROSSWALK SEE NOTE" CROSSWALK Specifications 8-14. W L L 0 Pedestrian Curb may be omitted it the ground surFace at the back of the 15, All pipe and appurtenances shall be laid on a properly prepared foundation in o Curb Ramp andlor Landing will be at the same elevation as the Curb p P Pp P p y p p Ramp or Landing and there will not be material to retain 1� CONTRACT]GN JOINT {lYP) - SEE STANDARD PLAN Fall-10 accordance with the current State of Washington Standard Specification for Road = FOR CURB RAMP LENGTHS GREATER THAN - PROVIDE PLAg necessary 9 T TYPE PERPENDICULAR LAR A EW CONTRACTION JOINT Eq ALLY SPACED d' - 0 MIN OC TYPE PERPENDICULAR B LEGEND and Bridge Construction. This shall include necessa leveling of the trench bottom m DETECTABLE WARNING SURFACE - (SHOWN MATH BUFFER) or the top of the foundation material, as well as placement and compaction of 3" COMPACTED DEPTH HMA PAVEMENT SEE STANDARD PLAN"5.10 - SLOPE ITN ErrHER DIRECTION required bedding material, to uniform grade so that the entire length of the pipe will a Cr MIN 15'-(r MAX. GRADE BREAK * 50R FETTER RECOMMENDED FOR DESIGNlFORM WORK (2% MAK. ) be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA SLOPE TREATMENT- SEE CONTRACT PLANS SEE NOTE7 COUNTERSLOPE- SEE STANDARD PLAN F70.10 GRADE BREAK 5 ° MAX 7 5% OR FLATTER RECOMMENDED FOR Class "C", with the exception of PVC pipe. 8" COMPACTED DEPTH CRUSHED * * DESIGN F LATTER R �SMACOM MAX ) SURFACING BASE COURSE (CSBC) TOP OF ROADWAY * B5k OR FLATTER RECOMMENDED FOR DESIGNIFORMVUORK (10% MAX) _ .i„ 16. sir Steel pipe shall be aluminized, or galvanized with asphalt treatment #1 or better LANDING CURD RAMP inside and outside. DEPRESSED CURB AND GUTTER - "��JJJ SFr STANDARD PLAN F-10-12 SECTION f A ] 17. All drainage structures, such as catch basins and manholes shall have solid locking lid All dr In t r a t d with rm n nt r t ntI njd t ntI n f IIIco O CfiMEM CONCRETE CEMENT CONCRETE CURB RAMP TYPE CEMENT CONCRETE GIRS RAMP TYPE PERPENOICULAR•A- PAY UMrT - SEE NOTE PERPENDICULAR W PAY LIMIT - SEE NOTE$ - a age UL U e5 SSQCia a ape ty O ° O 000 O ° ° PEDESTRIANCURB- SEE NOTE shall have solid locking lids. o ° o ° o °'� o ° ° T UE 0 O O 00 O °o O 40 0 O 0 O ° ° 0 °o oo L�°oo SEE STANDARD PLAN FAISA0ACE 18. Building and other structures shall be placed in accordance with Table 4.1 Easement O o 00 0,30 ° o° °a° Widths and Building Setbacks Lines. ° 0,0 0 0 00 OOO 00Q o 0° °O ° O G. O O o 0 ]'R. TYP DEPRESSED CURB ANDGUTTER - SEE NOTE a 19. All catch basin grates shall be depressed 0.10 feet below pavement level. o CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 20, Ali driveway culverts located within City of Renton right-of-way shall be of sufficient _ �� ISOMETRIC VIEW length to provide a minimum 3:1 slope from the edge of the driveway to the bottom CURB RADIUS DETAIL t B i TYPE PERPENDICULAR A PAY LIMIT �� of the ditch. Rock for erosion protection of roadside ditches, where required, shall be COMPACTED BASE 1 of sound quarry rock placed to a depth of one (1) foot and must meet the following MATCH EXISTING ASPHALT THICKNESS specifications: BUT NO LESS THAN 8" COMPACTED 4 - 8 inch rock 140 - 700/c passing; DEPTH HMA PAVEMENT less han 2'inch oak;10°- 20% ON -SITE PRIVATE ROAD PAVEMENT SECTION (2;; LIFT OVER 6" LIFT) passing. 6 COMPACTED DEPTH CRUSHED 21. All building downspouts and footing drains shall be connected to the storm drainage NOT TO SCALE SURFACING BASE COURSE (CSBC) system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. C 0000 0 0 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �L1 S 5 �E W A Sys -ycA P� o 24661 s�' STE �� AL V 0 0 0 0 0 0 0�0 00 0 COa o0 0 0° ° °o ago 0 0$ o o °,-��a o °O 0 0 00 000 000 Oo 00 4'°O ° o ogo 0 0Q O ° °�0 a °O ° o 0 0 00 000 o00 00 00 o O °0 i COMPACTED BASE PUBLIC ROW PAVEMENT SECTION NOT TO SCALE SURVEYED: DESIGNED: zrW DRAWN: ZTW 1 REVISED PER ASBUILT DRAWINGS ZTW 2 16 20 ZTW CHECKED NO. REVISION BY DATE APPR APPRmD: AS ISOMETRIC VIEW TYPE PERPENDICULAR S PAY LIMIT PAVEMENT WIDTH 1 e 01 ode g�'F�ONA1, e.�G PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED �� FOR PUBLICATION e.� ossxu rrw 'II. .• 1W wp.hkg%. son v.pwMyni d rv,i.w.raNen C�. POST 8' - 10' ON -CENTER POST TREE PROTECTION DETAIL NOT TO SCALE TYI OF o" I,," RAIN r_l�Jl�.r_11I ZED STEEL POST EXISTING GRADE COMPACTED OR EXISTING SUBGRADE ON -SITE EXTRUDED CEMENT CONCRETE CURB DETAIL NOT TO SCALE IT rMIL CURB RAMP, LANDING CUT- MIN.A 100r 240' THROUGH OR WALKWAY r a 0.w - D C DAY DSo' D O.♦t 1 40' BACK OF CURB - TRUNCATED DOZE E 0.2' 0.2' SEE NOTE 2 SECTION O SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS / J �, O O O CD T- J CNJ O LO O O I C0 z LLJ 00 tl� NOTES L1J 1 The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception. If the Manufacturer of RWSI SUFACE (D- the DWS requires a concrete border around the DWS. a Variance of up to 2 Inches SEE NOTE 3 On each side of the DWS is permitted CURB AND GUTTER �JY. I UNI DING, Cl WALKWAY 1 ¢ DETECTABLE WARNING SURFACE DETAIL LANDING O mOFFSET CURB RAMP •.. SEE NOTE B MOTH OF LANDING WALKWAY WALKWAY O 2 The Detectable Warning Surface (DWS) shall be placed at the back of orb. with the two leading comers of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured 2 - D" MIN - at the center of the DWS panel Exception If the Manufacturer of the selected DWS TYP OF ALL APPLICATIONS requires a concrete border around the DWS, a variance of up to 2 inches from the back of the curb is permitted (measured at the leading comers of the DWS panel) 3 The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb 4 The rows of truncated domes shall be aligned to be parallel t0 the direction of travel IF CURB RAMP )UGH OR 5 It curb and gutter are not present, such as a shared -use path connection, the z Detectable Warning Surface shall be placed at the pavement edge O 6 See Standard Plana for sidewalk and Curb ramp details 7 If a curb ramp is required, Me location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail 8 When the grade break between the curb ramp and the landing is less than or equal to U 5 R from the back of Curb at all points place the Detectable Warning Surface on the vwtxWlAr WALKWAY THUTH OF CUT- bottom of the curb ramp directly above the grade break w THROUGH fiYP) w DETECTABLE WARNING SURFACE ftriVSl - - SEE NOTE 4 CURB RAMP NADTH OF Cur -THROUGH MP) ' ^ V J 2 BACK OF CURB a DIRECTION CURB RAMP FLARE ;.. •;; FLARE -D•ANNSINGLE LJ_I m (GRADE BREAK BETWEEN CURB AND LANDING s S FT FROM BACK OF CURB)(SEE NOTE S) LgppD,G OF BACK OF CURB - SEE NOTE 2 DETECTABLE WARNINGBLE SURFACE (DINS) -CE SEE NOTE ] WARNING (TYP)DIRECTION NOTE ]BACK TRAVEL WIDTH OF CURB RAMPCURB PY.EE OF CURB - RAMP O - SEENOTE 2 MOTH OF PERPENDICULAR CURB RAMP Q WALKWAY .. X. WALKWAY (SEE NOTE B) r • o MIN Z •�f' WIDTH G CURB RAMP DETECTABLE WARNING LANDING, OR WALKWAY SURFACE(TYP)-�� SEE NOTE ] ISLAND CUT -THROUGH S} EA,IB - - DETECTABLE WARNING t- SURFACE (OWS) -SEE NOTE ]TT BACK OF CURB - SEE NOTE 2 SINGLE DIRECTION CURB RAMP DETECTABLE WARNING (GRADE BREAK BETWEEN CURB AND SURFACE (DWS)- LANDING > 5 FT FROM BACK OF CURB) SEE NOTES 4 6 7 (SEE NOTE SI CURB RAMP ` CURB RAMP WALKWAY , LANDING 1 r SWAY BACK OF CURB -� SURFACE ILDWSRSEE NOTE 3 SEE NOTE 2 WIDTH OF PARALLEL CURB RAMP (SEE NOTE 0) I. 18" .� ON -SITE CURB AND GUTTER NOT TO SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY %R3 CITY OF- RENTON Nklov Planning/Building/Public Works Dept. Z RAILk_i. It � h PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING Z SEE NOTE 2 - MEDIAN CUT -THROUGH I $ b Zr WIDTH OF SHARED- O�� It xecso Ls 60 QAub 7 r r - USE PATH OR � D/I sTd' J` \ L ; p:,'iir WALKWAY (TYP) ,,. yONAL MOTH OF CUT -THROUGH /dlo• w, ii SHARED -USE n.i I. i�.�a •, rk (TYP) --- PATH OR WALKWAY DETECTABLE WARNING ROUNDABOUT SPLITTER SURFACE ISLAND PAVEMENT SHOULDER tJ EDGE STANDARD PLAN F-45.10-02 _ SHEET 1 OF I SHEET LL DETECTABLE WARNING APPROVED FOR PUBLICATION SURFACE SEE NOTES 4 8 5 sr.te orsmx rxairErn PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION wo hMy w Rob o.oe .no w d T wopwMlon 0 CD Q O m J Q R-3991 13 IN COMPLIANCE WITH CITY OF RENTON STANDARDS w z L.LJ U J Q U 0 DAM w CONSTRUCTION NOTES AND DETAILS 09/27/19 UW MEDICINE -VALLEY MEDICAL CENTER FlELDBOOK: PAGE TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: LLJ 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: Q R14 20 z CLLJ G LLJ i O z O U LLJ ry- LIJ z ¢ J z V U LJ— ILL. I- 0 I O I F— X O J z J 5ry- 6 LLJ z LLJ � U r� rri o J N 0 N N 0 ai L.IJ E 75 Q 0 0) LLJ � J o ¢ Q 0 I- 0 J Q I 0 I N or) CD 00 I— z W z J Q W W U U Q F- 0 z U a / N CD Oo i 0 CD CD OO W j W H a i, TREE PROTECTION MEASURES: Protection Measures During Construction: Protection measures in this subsection shall apply for all trees that are to be retained. All of the following tree protection measures shall apply: a. Construction Storage Prohibited: The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. b. Fenced Protection Area Required: Prior to development activities, the applicant shall erect and maintain six-foot (6') high chain link temporary construction fencing around the drip lines of all retained trees or at a distance surrounding the tree equal to one and one -quarter feet (1.25') for every one inch (1") of trunk caliper, whichever is greater, or along the perimeter of a tree protection tract. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING — Protected Trees," or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. c. Protection from Grade Changes: If the grade level adjoining to a tree to be retained is to be raised, the applicant shall construct a dry rock wall or rock well around the tree. The diameter of this wall or well must be equal to the tree's drip line. d. Impervious Surfaces Prohibited within the Drip Line: The applicant may not install impervious surface material within the area defined by the drip line of any tree to be retained. e. Restrictions on Grading within the Drip Lines of Retained Trees: The grade level around any tree to be retained may not be lowered within the greater of the following areas: (i) the area defined by the drip line of the tree, or (ii) an area around the tree equal to one and one-half feet (1-1/2') in diameter for each one inch (1") of tree caliper. A larger tree protection zone based on tree size, species, soil, or other conditions may be required. (Ord. 5676, 12-3-2012) f. Mulch Layer Required: All areas within the required fencing shall be covered completely and evenly with a minimum of three inches (3") of wood chip mulch prior to installation of the protective fencing. Exceptions may be approved if the mulch will adversely affect protected ground cover plants. (Ord. 5676, 12-3-2012) g. Monitoring Required during Construction: The applicant shall retain a certified arborist or licensed landscape architect to ensure trees are protected from development activities and/or to prune branches and roots, fertilize, and water as appropriate for any trees and ground cover that are to be retained. h. Alternative Protection: Alternative safeguards may be used if determined to provide equal or greater tree protection. (Ord. 5676, 12-3-2012) 4" CONCRETE WALK (BROOM FINISH) WITH 6X6 - W1.4XW1.4 W.W.F. PULVERIZED TOPSOIL (TYPICAL LANDSCAPE AREA) SEE SITE PLAN FOR WIDTH SLOPE TO 2" BELOW TOOLED JOINT THE TOP OF SIDEWALK-� \ a a 1 " RADIUS ON EDGE 6" 1 ADJACENT PAVEMENT 0 .0 �° o Q° o 0. O O o 0 O O ROCK BASE COURSE DEPTH CRUSHED ��j/\�j/\ // COMPACTED BASE TO 95% DENSITY TYPICAL SECTION TYPICAL SECTION IN LAWN AREAS ADJACENT TO DRIVES NOTES A. SIDEWALKS WIDTH VARIES (WIDTH PER PLAN) CONTROL JOINTS TO BE PLACED AT SPACING EQUAL TO SIDEWALK WIDTH. B. PROVIDE EXPANSION JOINTS AT 28' TO 30' O.C. MAXIMUM. C. WHEN WALK IS ADJACENT TO THE BUILDING PROVIDE 3/8" X 4" IMPREGNATED FIBERBOARD. �014A(j 0 U 2s� C `T/NG ENGXN�� ON —SITE CONCRETE SIDEWALK W/6n RAISED CURB NOT TO SCALE 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES CONSTRUCTION NOTES AND DETAILS 11 UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS "BAND - OR NTING 001 E.../,.me N)LTAL TOLE OR LUMMUURE 4" MIN. T DGE Or 5/16"x - " WI GALVANIZED BOLT TH GALVANIZED WASHERS. 2" SQUARE METAL POST—,.IZ _ T U O� o T � 2S L - TUSE a hI '1 LINE NOTES 1 l-V.'., DNS FOR THE PARTS USED TO ASSEMBLE THE BASE CUNNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED- SEE CONTRACT PLANS. J. PERFORATED SQUARE STEEL POST SHALL MEET THE REOUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REOUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAVELED ROADWAY 90 30'--1 FOR REFLECTORIZEO SIGNS- MOUNT FACING S(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY •ION PACE OItlNITATION SIGN POST •ORI ��O N)I C)ORNEABD r POSTSUPPSIG OR7 SHOULDER( BOLT NIM NUT AND WASHERS 2 REOUIRED (TYP) T STOP CN POST TYPE STA SNiN SUPPORT LOWER SIGN POST SUPPORT - 2,25" (IN). 7-GAGE. HOT -DIP GALV.. HEAVY-DUTY ANCHOR I COMMERCIAL CONCRETE EIOUNTNNI ON FERAL POST SIGN MOUNTING ON SINGLE STD PLAN— 129 PUBLIC WORKS METAL POST APPROVED: Q �• DEPARTMENT (ADOPTED) 6-M 8i "V�IV 6" MIN. ETF NEW UTILITY PIPE (ON -SITE ONLY) MINIMUM CLEARANCE DETAIL NOT TO SCALE TEMPORARY CAP AT EDGE OF Si OF WAY UNLESS OTHERWISE y RNJ LINEDIRECTED RIG IN CONTRACT J. Jt, M J�Jii Je ,y X CONCRETE SIDEWALK PLANING STRIP J. J CONCRETE CURB - TYPE MAY VARY ROADWAY -� (REINFORCEMENT NOT SHOWN) PLAN EXP. JOINT WITH N16• If? JOINT MATERIA WIRE MESH IIT . a F WIRE MESH REINFORCEMENT RAV LINE 4" DRAIN PIPE 12, 9' 6 x 6 W4.0 x W4.0 (4 GAGE) "' 4" DRAIN PIPE (TYP) Ix4 W2.9 x W2.9 is GAGE)) CAPPEDATEDGE SEE SID. SPEC. ( OF R:W SECTION � 112" MINIMUM COVER CONCRETE " SIDEWALK PLANTING STRIP CONCRETE CURB - TYPE MAY VARY " ROADWAY INVERT OF DRAIN SHALL BE AT OR ABOVE GUTTER LINE ISOMETRIC PUBLIC WORKS DOWNSPOUT STORM STD. PLAN — 210.00 �. DEPARTMENT DRAIN, UNDER SIDEWALK MARCH 2O08 y� _t E Yi i. Jar Jir ' 4' DRAIN PIPE EXP. JOINT - Ju may, Ji, r, �u, ., J�. J• w J° �� SAID �E W A Sy,1 6 41 SURVEYED: SCALE: DESIGNED: ZM �o p 24661 O �� DRAWN: �F FC / S T F �� ZTW ONE INCH sS��NA L ECG\ 1 REVISED PER ASBUILT DRAWINGS ZTW 2 16 20 ZTW CHECKED: AT FULL SCALE AS IF NOT ONE INCH 9/22/2020 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SPEC-TCBu09/03/2014 Tuff Curb° T 3.5" 40" Reflector Color Options Z _.. _ � J 12•• OPTIONAL END CAP T z" 1 18" \ Y SPECIFICATIONS RECOMMENDED USES • Tuff Curb® is constructed of highly durable injection- • Ideal for use for curves, medians, edge lines, work molded plastic that is resistant to: ultraviolet light, zones, rail crossings, toll booths. ozone, and hydrocarbons. • Curb equipped with "Quick Release" feature which AVAILABLE COLORS allows the upright to be removed from the base without the use of tools. • White • NCHRP-350 accepted RWZ-243 • Yellow ❑ • MASH 2O09 accepted #WZ-318 . 40" curb section weighs 12 lbs. • Other colors available special order • 18" end section weighs 4 lbs. (minimum quantities required) q ..,z 4955 Stout Dr. •San Antonio, TX 78219 recovery 210-736-4477.800-736-5256 • Fax 210-734-6448 S Y S T E M S- Email: info CaTimpactrecovery.com wwmimpactrecovery.com QR-. Download SPe=SH. % CITY OF RENTON Planning/Building/Public Works Dept. R-3991 14 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION NOTES AND DETAILS UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 09/27/19 FlELDBOOK: PAGE R15 DD M O O O C� JLO N 0 O O 0 I Iy I- W w LL CIO 771 z C) U L.LJ Ln Ili W I- z 77-1 Q z V J U LL LL Q I I I � O) X O J z J 7 q) a W t/T z � W � U I� I� o J N O N � U N t� 4 W 0) +7 0 W Q' J 3 a J 0 Q O 0 M J Q I 0 I N O 00 Z W 75 z CD J Q W ry (n (n W U U Q 2 H Of 0 z U a N O 00 to 0 O O 00 Lai Z u- L _ �o■ BO LT -DOWN HOLE (TYP.) WO" -11 NC. SEE DETAIL 8 NOTE 2 O EEO] NOTES TOP I. This frame Is designed to accommodate 2T x 2C grates or covers 2. Provide two holes In the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept 24 u4" a 5/8" - 11 NC x 2" alien head cap screw. Location of bolt down holes varies among different E manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. SECTION 0A RECESSED ALLEN HEAD CAP SCREW 518""11 NCx2" GRATE rPM1E 2117 SECTION DETAIL O BOLT -DOWN DETAIL O STD. PLAN - 204.00 PUBLIC WORKS RECTANGULAR FRAME DEPARTMENT MARCH 2008 TYPE ,A+ PRESSURE TREATED 7-1/2" X 7-1/2" CEDAR POST (2)#4 HORIZ. TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE 1 /4" CHAMFER CRUSHED SURFACING NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. TYPE ,B' 1" O 45' CHAMFER ALL AROUND TOP PAINT 70P 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND -1/2" O 45' CHAMFER ALL EDGES -SLOPE CONCRETE FOR DRAINAGE - 2"x3/8" JOINT MATERIAL FIXED WOODEN BOLLARD �A O ADOPTED zL� CITY OF RENTON 7GIEs+` . SI'ANDABU PLANS O IST DATE:04/04 -.......... nor. NAtAF- Hn')O CD PAnFHn77 Hq(js 18215 72ND AVENUE SOUTH m� �2 KENT, WA 98032 (425)251-6222 o (425)251-8782 FAX 2�G�r CO CIVIL ENGINEERING, LAND PLANNING, �HG ENGtlN� SURVEYING, ENVIRONMENTAL SERVICES �1 SAD �F W A Sys �-A O rn z 24661 ��Fss��STE��G�� AL CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS d i r O a eUTrALL TO STPCA IUti' rho POLLUrAHI 3" SLOT - SEE DETAIL 5• AND NOTE 1 J 5' 5' 20 5 5' 5" 3" a TOP SECTION BO 24• ] OR ED- SPAC -IRECTION OF FLOW SECTION Q 1r^1 BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES 1• Provide two slots In the grate that are vertically aligned with the holes In the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 9.05.15(2) for additional requirements. 3. Unless otherwise specified, vaned grates shall be used with standard frame In the travel way, gutter or shoulder, vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. STD. PLAN - 204.20 !� PUBLIC WORKS RECTANGULAR +1 DEPARTMENT VANED GRATE MARCH 2008 F b FRAME AND VANED GRATE �6 OR 17 ONE 03 BAR HOOP FOR T HEIGHT TWO 93 BAR HOOPS FOR 12' HEIGHT RECTANGULAR ADJUSTMENT SECTION y0 .tf�6\ �`� �• dO M1V_f'-F PIPE ALLOWANCES MA%IMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR IT PLAIN CONCRETE ALL METAL PIPE 15" CPSSP• 12,(STD. SPEC. 9-05.20) SOLID WALL PVC 75" (STD. SPEC. 905.12(1)l PROFILE WALLPVC (STD. $PEC.9-MI2(2)1 15" *CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES I?3 1. As acceptable alternatives to the rebar shown In the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or Rya sr wire mesh having a minimum area of 0.12 square Inches per foot shall be used with the minlmum required rebar shown In the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed In the knockouts, #3 BAR EACH CORNER i 2. The knockout diameter shall not be greater than 20". Knockouts shall E have a wall thickness of 2" minimum to 2.5' maximum. Provide a 1.5" minlmum gap between the knockout wall and the outside of the pipe. After the pipe Is Installed, 41 the gap with Joint mortar In accordance 93 BAR EACH SIDE with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. #3 BAR EACH WAY 4. The frame and grate must be Installed with the flange down. PRECAST BASE SECTION tl fl Ss 5. Tne Precast Base Sec on may have a rounded oor. and the via may be sloped at a rate of 1:24 or steeper. 6. The operlklg shall be measured at the top of the precast base section. 7. AI pickup holes shall be grouted full after the basin has been placed. 8. AI grade rings and castings shall be set In mortar In accordance with Standard Specification 9.04.3. #3 BAR EACH CORNER fie" MIN #3 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION 6 STD. PLAN - 200.00 PUBLIC WORKS CATCH BASIN TYPE I DEPARTMENT MARCH 2008 1 REVISED PER ASBUILT DRAWINGS NO. REVISION N BARS O 7" SPACING 20" x 2e. 24" DWM- DIAM. D OR 54' DIAM. HOLE r (TYP.) r 1!2' 1" MIN. MA%. 84" or 96" FLAT SLAB TOP #5 BARS 0IF SPACING 20" x 24'. 24" DIAM., 48' DIAM. OR 54' DIAM. HOLE T (TYP r TYPICAL ORIENTATION L FOR ACCESS AND STEPS m 2 t/2" MAX. 7Y" FLAT SLAB TOP 2� 04 BARS S' SPACING 20' x 24' OR - 24DIAM. HOLE r�II 2' ITYP.I IN. IN. I... `I LI LI� I. M 2112"MAx. ECCENTRIC CONE SECTION 48", 54", or 60" FLAT SLAB TOP 12- TYP.I s 61 12' PREFABRICATED LADDER I .. STEP I -OR IY ONE 93 BAR HOOP FOR E- QONF C3 BAR HOOP TWO #3 BAR HOOPS FOR 1To I\ RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION 1.0 As an acceptable alternative to rebar, wire mesh having a minimum area of 0.12 square Inches per foot may be used for adjustment sections. �® PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PLAN - 204.60 DEPARTMENT DRAINAGE STRUCTURES MARCH 2O08 CLEAN SURFACE AND 90TTpN AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY TI4E ENGINEER TO GROUT IN Pt. ACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7.05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT, 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR BOND, 5. ADJUSTMENT SECTION SHALL BL GROW ED WA I ERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROU I 5. GROUI ING BETWEEN ADJUSTMENT SECTION SHALL BE WAI ER IIGH I. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9.20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRFSSWE STRENGTH SHAI I. RF. 4,6M PSI AT 7 DAY PFR APWA STANDARD SPECIFICATION 9-20.3 8. PICK / LIFTING HOLES ARE TO BF GROUTED WATER TIGHT. PUBLIC WORKS I CATCH BASIN INSTALLATION STD. PLAN - 202.00 DEPARTMENT MARCH 2O08 SURVEYED: DESIGNED: ZTW DRAWN: ZTW ZTW 2 6/2 0 ZTW CHECKED: AS BY DATE APPR APPROVED: AS 24• _BOLT. DOWN SLOT - SE DETAIL AND NOTE 1 21/2 T TOP SECTION i. B NOTES I Provide two slots in the cover that are vertically aligned with the holes in the frame.Location of bog -down slots L7 1 anes ves among different manufacturers. 2. emative reinforcing designs are acceptable in 1 lieu of the rib design. - \ 3 Refer to Standard Specification 9-05.15(2) for additional requirements � 39' R-SEE NOTE 2 tieDT10M ^ / 4. For Frame details, see City of Renton Standard Plan 204.00. t. L b' 12' 1 3+4' 4'r 1 1M 9r1' DIAM. HOLE i1f trr DIAM. HANDLE I I SECTION C an BOLT4B SLOT DETAIL SEE NOTE STD. PLAN - 204.10 PUBLIC WORKS RECTANGULAR SOLID DEPARTMENT METAL COVER �FN"C MARCH 2O08 8 / (+� SLOT -SE DETAIL AND NOTE 1 VOPENING rTYP.I Z z \ \ n j OUTFALL TO STREAM DUMP NO POLLUTANTII TOP 3W (w1 m) RECESSED LETTERING NOTES Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots vanes among different manufacturers. z. Refer to Standard Specification 9-05.15(2) for additional requirements. 3 The thickness of the grate shall not exceed 1 5/8". 4 Unless otherwise specified, vaned grates shall be used with standard frame i in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. ISOMETRIC i 1 1N' BOLT -DOWN SLOT DETAIL SEE NOTE t PUBLIC WORKS RECTANGULAR STD. PLAN - 204.40 DEPARTMENT HERRINGBONE GRATE E MARCH 2O08 SCALE: VERTICAL AVD NCITY 0 F HORIZONTAL- MD 1983/183/1991 VRI RENTON Nklov ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY y NOTES 1. As acceptable aftematives to the rebar shown in the PRECAST BASE FRAME AND VANED GRATE SECTION, fibers (placed according to the Standard Specifications). or wire mesh having a minimum area of 0.12 square Inches per fool shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION, Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 18". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1-5" 6 minimum gap between the knockout wall and the outside of the pipe After the pipe Is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. E" DR 12" 3. The maximum depth from the finished grade to the lowest pipe invert \ shall be 5'. ONE #3 BAR HOOP FOR F HEIGHT -,- - 4. The frame and grate must be Installed with the flange down. TWO #3 BAR HOOPS FOR IT HF-T 5. The Precast Base Section may have a rounded floor, and the walls may RECTANGULAR ADJUSTMENT SECTION be Sloped at a rate Of 1:24 or steeper. 6, The opening shall be measured at the top of the precast base section. 7. All pickup hobs shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with 0 Standard Specification 9-D4-3, 03 BAR EACH CORNER 43 BAR HOOP - C� 43 BAR EACH BIDE -.-- \ #3 BAR EACH WAY PRECAST BASE SECTION 113 BAR EACH CORNER _ 10' MIN #3 BAR HOOP �C SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 1 P STD. PLAN - 200.20 DEPARTMENT (FOR PARKING LOT) MARCH 2008 z L LJ LLI C) ry- C� G z O U 'LLJ V JJ LLJ LIB I- z z ,J Q z 'C-D V J U Ll LL Q C) O m Q R-3 9 9 1 1 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LU z LLJ LLJ ,J Q U DATE: CONSTRUCTION NOTES AND DETAILS 09/27/19 2i UW MEDICINE -VALLEY MEDICAL CENTER FlELDBOOK: PAGE TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: LLJ 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: Q R16 20 O.D. r1 r1 .. note a) - 3' f I# Imtol Pipe zorre taeatl rig L m m renal T for IbNrM Pope Isae 6) m O.D. 0.150.D. con. I' -It# of Pipe 0 nrnP#L1Nn „ - a.650D. min IevN a �,� becMll 9r#ve15 All for for IAIxI Wd*V Murxi. rewren zyecxietl - A + 4' mIn 27' I.D. #rx i Imd4r 6" min.. over 2r I D. A. Metal end Concrete Pipe Dodd" for Flexible Mpo spama spanm1 Tina. l Flexile Pipe NOTES: 1. Provide uniform support under barrels. "'- 'T- --0 2. Hand tamp under haunches. 3. Compact bedding material to 95 % max. density, directly w _ Over pipe, hand lamp only. _ 0,15 rbe min. 4. See 'Excavation and Preparation of Trench" In sanitary L sewers section of the standard WSDOT/APWA I'm�rs olr+Pp - _ specifications for trench wldth'W" and trenUung ..impacmn O45 r i min idth Options- The Pipe zone will be the actual trench w. I bedmr nor The minimum concrete width shall be 1 , LID, = 1 B". ill'. a lw Ifi l grave 5. Trench baekfill shall conform to "Baekfilling Sewer fen r, 5edd.,V Iaund4GMe wean wac#rod Trenches' in the sanitary sewers section of the WSOOTIAPWA standard specifications, except that rocks or lumps larger than 1" per fool of pipe diameter 0. Pipe - AreI1 hgtNletlen shall col be used In the backfill material. 6. See "Bedding Material for Flexible Pipe" in aggregates section of the WSDOT/APWA standard specifications for the material specifications. Rigid Pipe NOTES: 1 Pipe compaction limits shown on this plan am for pipe construction in an embankment. For pipe Construction in a trench, the horizontal limits or the pipe Compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be Installed In accordance with design A. 3. Concrete plpe w In elliptical reinforcement shall be O Backfill material placed in 0.5' loose layers and Installed In accordance With design A. compacted to 95 %maximum density. 4. Concrete pipe, plain or with circular reinforcement. shall be Installed with design A. Method B or C compaction (WSDOTIAPWA) 5. O.D. is equal to the outside diameter of a pipe or the standard specifications.) outside span of pipe -arch. The dimensions shown as OD. with T mxim aum shall be O.D. until O.D equals i at which point 3' shall be used. 1'-0' for diameters 12" through 42" and spans through 50' 2'-0" for diameters greater than 42" and spans greater than 50". Pipe Size Min. dist. between barrels circular pipe conc., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. i 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12" 43' to 142" span 13 148"to 199" 48" STD. PLAN - 220.00 PIPE COMPACTION y� "!! `•" DESIGN AND BACKFILL MARCH 2O08 CJ') z LLJ 75 LLJ i z O U LLJ C J ry- LLJ z Q J Q z c.� Cr/7 U LL LL I..I� I- 0 I O) I- X O J z J 5 Q Q) 6.L O LLJ z LLJ � U r� I� O J N O N N 0 O) LLJ Q) 75 0) 0 a LLJ � J Q O O IM J I 0 I N CT) O 00 z W z I Q W W C) U Q F- O z U / N O 00 O O O 00 LAI j Lq aL, NOTE: FACE OF CURB -a 1? - _5 1? _1' 12' R I' R. 124 I TOP OF 1?R. ROADWAY I 1 I o 1 _ r-P CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB -81?-- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1'.12 1 24 TOP OF 1 far R. ROADWAY I b I DEPRESSED CURB SECTION AT SIDEWALK RAMPS 3� _ 5. _ CEMENT CONCRETE 12' R. I.R. SIDEWALK RAMP VARIES OR LANDING FROM ; 6'TOO s- 1 319" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND Lµ DINGS FACE OF ADJACENT CURB SEE DEPRESSED Cute DETAIL THIS SHEET 124 TOP OF T 11' I-R. ROADWAY r r t b / DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB _ 6 51? I' 112'R - _ I'R. FACE OF ADJACENT CURB 1 TOP OF m ROADWAY • ► • GUTTER SURFACE PREMOLDED JOINT FILLER LE FULL -DEPTH B,M. EXPANSION JOINT 1 CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES - I See standard plain 102 end 101.1 for purD expansion aM mntraaron arm Sparing. 2 Expansion Joint shall be full depth. 3/e' (In.) premolded pint filler 3 Fm Depressed Wmighc Nn ay Curb a Gueer Sedon, See Stallard Plan 104.2 3M. PLAN - 101 DEPARTMENTT1(F:N'I' UBl.lc MENT CEMENT CONCRETE CURBS NOTES 1. Not used 2 All used and landing edges shall be separately farm 3. Utilities structures that must remain are to be made 4 Utilities structures such as Vaults and }unction boar. Pedestrian Cirrulatlon Route. 5 Drainage appurtenances, such as manholes, catch An the street or the buffer sthP, 6 Ac ;essible Pedestrian access shall be provided far I PUBLIC W'Oi'.;. I UTILITY A e•` DEPARTMEti CEMENT CO HA(j mQ' 1z n Q. 2 Q` `T/NG ENGXN�� .R(( Lrveeetman, Pubes N'aL. MmNaarab, FAMOF MOF I I/r R CONSTRUCTION NOTES AND DETAILS 11 UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS T PLAN MEW 1A41EANDOMTE-NW FI(T.UO® N W I®ANe LtlAFldlw r1UA r 1°Rawaero• IN CUfT NO1111TIM11-IlarIRQ.IaEa IN tarty AND 9Mlrstai BDTIIaR CATCH BRAN-NOTPXLUCW W C{IRa Alm IHYTiR sa IL9M SECTION (A _ GENERAL NOTES: ' s � - i. 1'IFa Ir1lerlt Of tlYs e?eBERrI IBiDa 1h6 FaRI0Y8I �� • . of the oixb. 2. The Nit*@ anj0ft of the adpvBnt BldBxl befri 1�nBlwl cart ::� • I ,I I • 1 I tSCt4ETAIC VIEW r � CEMENT CONCRE're CURB 3w• - 101.1 &Mf * PUBLIC WORM Ug"AL1 ATiQN AT PRO D: �i DEPARTMENT CATCH SABIM JC a P RAISEDEDGE DETAIL r-R r [EYEI IT EXTvla eXrtYa14lt 1aealT�[11BE I•.r T-C ar�p PIe:YOIa(O ADNifurn 17luAA IaPFrFro4tttuoL lLyelb Few TWIr.4 NK�AP144�= y r-- ` Ia Rsl Ffl Owe oetAIs r a14R � e.• wI •. -� A%M1arG POFnarAY • �e' - .. , /aPuaHEP RdCA r •e` elaawxx oeTAA -TIq TYPICwI urAlDr ae/OHED Sri Y'lno TaI CaVeAC I[9fq Au cur MP I®awAu nwA, r T r:•.,l a:, -. _•..,. 9A o.ea7 YAM ROBED EDGE IHa.ILsa IOFwIYrtjxNF WIVr,Eo a. CI m u9P nl Pfah[LR iYP [Aa Ax ML�W reIrTLII a 4eEYYUK rsTc uhoEP `?'! rs Far LVlm peTAlLe rwaaaolmorroecr Tl.Wzes vA eEE Alrp r4Vl lPi TW Eleeflra R]FbIYAv [IaaFVIF4 ra2alf � Nam~` ALL�QIRa 4NTW �*16 (TA[XtFA fire wrt _ 1 , FlaHdpl{p GRAPE ,•Alp eeLOW =-p, }tY OF fXkkAEre aYMaACE ADLACENF TO CURB. T-e ,•.d IrA uF wan TTx4 FOR W R fXRA4f �!� 1 y }SA eaE eln rvAe ul K eIDf10E ORF ��T} ' FaRaR. ETa a AOJAGENT►E10" PINATA-e[[ :7LwrMu.� _ e,r ■ vlr:Rr JaN Aa a T w f `fi'Nier WeIap ADAACENT TO CUM Arrp RAILwG OR WALL 1�1111A11m agelr FTIYR • oR WIDE ellr=YR atHMF rREATYCHi eAlEewl[ BNFLLYYALIL AWACfHT TD WALL DETAIL s1oEWA1K WIC ACM Iw RFC rarA I1wIINR �I ML H M► , l� Ill TAVILe il""MrWFOR culax. Ett M a eoa"00wMCHH- rIo 1 5 l {7 iR MMOCI [P Fw 0Gbirt I• NR Molly Tp as CONdIErE .•cI FDA F1AMe- FLulrPAxD AOJACENT TOBUFFER STRIP � E,d � �� eEeelonANw1 NOTES � - 1. AaIe RIYIA111HT FedeEleD rrr • _ ea'wWlA mil ri-v eee al taWWu ^` ,' •. e1 WaEfYllx oAr •.�' A �: Axe ARAeP[Iul aberlMlpna tTreW- .. . Clltl VMA. PUN Bfww am l e . - •. - Ia�W AIEEI%N- X at[ P=o Ax f j ~ FFPanMrxKgHH nnh. Thx x rxMx Cr CONTRACTIONJOaiT Alert be Itlh Weh MrAce. ell HAkl, .T • .. JCMIIT FI'� FBA�I MAIL • � , 7 Merre&d.c Caaam[ Lw,une Curti and LperwlM a nnad*-reAd In r..r. Fa D01B! releLenced NOTES see ti uvrrn r Tiara x MonoY�hc rnrent STD PLASM IN CprHaHe [ore MWId Par N;DOTFq - Surldsm Plan F-KI IU4:A Paved sudaees must canary VeM 3 STD PLAN 102 1 es aPPI bie E F11LL'I>FPM Cmeretaw tr 4,000 FSI EXPANSION JOINT PUB11C WORKS CEMENT CONCRETE ' PIAN - 102 DEPARTMENT SIDEWALK f fQ e1117 _EXISTING ASPH/ PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class 8) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. STD. PLAN - 103 a PUBLIC WORKS CURB AND GUTTER \ gp" DEPARTMENT REPLACEMENT DETAIL Z AiE P.AICHED AIrA t A ' 1 p I COVER I t / COVER PER $Tp PLAN 401 � 1 (SEE NOTE 9) SEAL WITH AR 4DOO OR APPROVED EQUAL AND DRY SAND AFTER PPLP-,,N PATCHING NTS [%1T90E plAµEIER O (SEE HOTS 9] ADJUSTMENT PIING AND X SEE NOTE 2 eor101A of FRAME r A MORTAR JOINTS) (3/8" MIN.-2' MAX.) ADJUSTMENT RING (I MIN). SEE SEE NOTE 3 AND SPECIAL PROVISION NOTE 6. 7-05.3(I ). SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FORA DISTANCE S. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED WHICH IS E*JALIMD THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON FOOT IMIN.j. ADJUST CASTING FRAME TO PAVEMENT SURFACE LASING RISER RINGS AND MORTAR. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY 2 REPLACE EXCAVATED MATERIAL WITH A MHBAUM OF 9- OF THE -USEDF SHOO M PROHIBITED. HIM (LASS }• PG 04-22 (OR TO A DEPTH THAT IS 2' BELOW THE BOTTOM OF THE UPPER AOJUS7I01ENT RING WHICHEVER T. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY IS GREATER) OR AS APPROVED BY THE ENGINEER, TAPPING UNTIL FRAME RI FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUPFICIE:NT LENGTH. 3. ADJUSTMENT RINGS AND FRAME SMALL BE FULLY BEDDED IN MORTAR MORTAR SHALL BE ASTM C270 FOR TYPE S. B- ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. A, MORTAR SHALL BE MOPED AND APPLIED PER MANUFACTURERS DIRECTIONS, 9. X- V-D' MIN. TO 7Ji' MAX. • PER ENGINEER`S INSTRUCTiDN r PUBLIC WORKS TYPICAL CONSTRUCTION STD. P7 AH - 108 �S DEPARTMENT AND ADJUSTMENT OF MANHOLE RISERS �1 9A VARIES- 4S MIN. LANE LINE MARKING � SAWCUT AFTER 6ACKFILL DEPTH OF EXISTING PAVEMENT 2• - 6' HMA EDGE OF PAVEMENT, EpGE (SEE kOTE 2) I' i' OF CURB & GUTTER. OR MIN MR4. CENTER OF LANE MARKING 2- HMA (SEE NOTE 2) V CRUSHED SURFACING TOP COURSE (CSTC) %OU.3-9(3)) PER WSOOT STANDARD 2' SAWCUT AND REMOVE SP_CIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR nR-40DDw CSTC. BANK RUN GRAVEL FOR TRENCH BACKRLL (9-03.19). GRAVEL BORROW (9-03.14(l)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE ]BEDDING MATERIAL AND COMPACTION A$ ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSOOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED. EXCEPT: WWOT STANDARD SPECIFICATION 7-06.3(1)B �^ ^� • FOR STORM AND WATER PIPE, PER STD PLAN 220.0 • FOR SANITARY SEWER, PER S1D PLAN 405 TRENCH WIDTH FOR JOINT UTILITY TRENCH, SAND %NTH 95% PASSING A g4 SIEVE AND LESS THAN 5% PASSING A k200 SIEVE NOTES I WHEN EXISTING PAVEMENT IN A LAMP REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONOMON INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER 2 PRINCIPAL/ MINOR/COLLECTOR. ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL 4' PG 64-•22 AND MATCH EXISTING THICKNESS ANO IN NO CASE LESS THAH 6". RESIDENTIAL ACCESS STREETS - HMA CL }' PG 54-22 THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SMOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED. OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA 4, IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL K REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT 5- IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH 31'B• PL&N - 110.1 PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR I�iI DEPARTMENT RIGID PAVEMENT WITH OVERLAY I v 1 INITIAL 2' DEEP SAw(;UT OR CRIND. AND LIMIT OF FINAL OVERLAY. GRIND AND PAVE FULL STREET WIDTH OVERLAY REWIRED. EDGE OF EXISTING PAVEMENT EDGE OF TRAVELED LANE (EOCE STREE) VARIES: 4.5' MIN (SEE STD PLAN IIO-1) CENTER QF ANY MARKED LANE LINE, PROVIDE NEW CHANNELIZATION AFTER OVERLAY SECONDARY FOUL DEPTH SAWCUT FOR P40POSED TRENCH INITIAL 2" DEEP SAWCUT OR GRIND, AND OMIT OF FINAL OVERLAY GRIND AND PAVE FULL STREET WOTH OVERLAY REQUIRED T FOR TYPICAL SECTION AND NOTES SEE STANOAP.D PLAN 1tI3.1 PUBLIC WORKS REQUIRED sAMTCUT, GRIND AND 31D. PLAN - 110.2 I ; DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES ic- "- SPECIAL NOTE IN MIN MN I MIN N THE EVENT TRANSVERSE PATCHES EXIST "THIN TIE AFFECtED STREET, THE LENGTH I I I a THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH VATHIN 10 I I FEET OF THE EDGE OF THE PATCH REOUIRED M FOR E NEW CROSSING µD ANY I I SUBSEQUENT PATCH EDGE tlIIMN 10 FEET OF THE EDGE OF THE SECOND PATCH ANDI I SO ON UP TO A TOTAL OF 300 FEET I - FACE OF GUTTER OR I 1 EDGE OF PAVEMENT II TRAFFIC FLOW I 1 2' NITA r I I CENTER LINE CH LANE IINC 2' TO 6' HMA I I ram- 6.5' NIN I' DEPTH OF PLANING OR SAWLUT AND REMOVE TVAPIES- 6.5' MIN . VAi ES �'I OF EXISTING PAVEMENT r NN I MM r1DEPTH NM I YIN ,,7-7 . T_ 2' SAWCUr AND REMOVE J OR PLANE. SEAL NINTH AR-4DDDTI 1' - 6' MN MINA (SEE ROTE 2) (EACH SIDE) 6' CRUSHED SURFACING TOP COURSE (CSTC) 2' "MA (9- 03 9(3)) PER WSOOT STANDARD SPECIFICATIONS. COMPACTED TO 95% MODIFIED PROCTOR, SAWCUT AFTER SACKFILL (EACH SOE) CSTC. BµK RUN GRAVEL FOR TRENCH BACKNLL (9-0319). GRAVEL BORROW (9-03.14(1)) PER WSOOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENDINEER BASED ON GEOtECH REPORT, COMPACTED TO 95% moointD PROCTOR MDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSEp MOVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09 4) PLUS AN ALLOWANCE FOR ANY SHORING SHORING. IF NEEOED, SHALL MEET THE REOUINEMENTS OF WSDOT �-- PIPE ZONE BEDDING MATERIAL- SEE STANDARD TANDARD SPECIFICATION 7-00 3(118 PLAN 110.1 TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR STD, PLAN - no PUBLIC WORKS 0DEPARTMENT FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY "'I-r' lI SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PLAN NTS A - DEPTH OF CLASS 'B" ASPHALT TO BE 2" BELOW BOTTOM OF THE UPPER ADJUSTMENT RING OR A MINIMUM OF 8" WHICHEVER IS GREATER. MORTAR JOINT(S) (3/8' MIN.) SEE J L ADJUSTMENT RING (1" MIN.) OR NOTE 3 AND SPECIAL PROVISION BRICKS. SEE NOTE 4. 7-05.3(1). SECTION A -A NOTES 1, REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE 400.1 ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE 2 REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W OF STAGGERED TO CREATE A RUNNING BOND OR 12 BOND THE CLASS'B' ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE OF SHIMS IS PROHIBITED. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER STD. PLAN - 400.4 PUBLIC WORKS TYPICAL UTILITY COVER APPRoveb. DEPARTMENT ADJUSTMENT FOR PAVEMENT OR OVERLAY 8 DATE M 00 M O O Q J z LLJ LLJ ) ry- I- z O U /LLJ LIB LLJ z z Q J z 'V^ V J U LL LL LIB Q C) J Q R-3991 1 6 AI IN COMPLIANCE WITH CITY OF RENTON STANDARDS w z LIJ U J Q 18215 72ND AVENUE SOUTH P�1 wAq�R U KENT, WA 98032 A, °� , sy��'c o �P'- ^z S,RVEYED: "�"�NAVD19� CONSTRUCTION NOTES AND DETAILS DATE, / / 2i (425)251-6222 � _ � IKIPoZDNTAL: HAD ,sB3i,as, os 27 � s (425)251-8782 FAX I -� a DESIGNED: CITY 0 F ,Rj RENTON UW MEDICINE -VALLEY MEDICAL CENTER PAGE OK: p�24661�0 �� °RPWNzM TALBOT ROAD INTERSECTION UPGRADES DRAWING NO:01Sw CIVIL ENGINEERING, LAND PLANNING, ass/ONALT�E�G\� 1 REVISED PER ASBUILT DRAWINGS ZTW 2 16 2tAPPR ZTW CHECKED: ATFULLONE NG� DATUM Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET SURVEYING, ENVIRONMENTAL SERVICES IF NOT ONE INCH NO. REVISION BY DATE APPROVED SCALE ACCORDINGLY RENTON, WA 98055 SHEET: R17 OF:20 Q 9 22 2020 M N W G W C) Ci2 G z O U LLJJ CD z Q J Q z C� U L.L L.L I- I I � I O) X O J w J Z 0 5 N a W U z � W � U I� I� o J N Q CD N � U LE7 - N 0 0) LJ 5= 0) a LJ Q' J 3 a J 0 Q 0 0 J Q I 0 I N M O 00 z w 75 CD J Q W CY V3 M W 0 Q F- H Of 0 z 0 Tn R7 / N 0 CO w O O O DO Lii j < B Li li NOTE: DRIVEWAYS TO BE 4000 PSI CONCRETE - se nn • j ,wn-m euwN• 1 � y •V x • � in nrt, - _ r Z qAN NE W iFiFAarT:s „�,...Wwn.mh T. ' uAwaw m x.•r iECt10A MI A O.Te r1r.T rY•l Rr . e50a4Tlac vow Ea, Aores.�em TLN, STD. Putt - 104.1 ' PUBLIC WORKS CEMENT CONCRETE DRIVEWAY �;;� DEPARTMENT ENTRANCE - TYPE R1 / 1/Y e•w nnmerm,n, A„EkU coo,» Aemmnn•m. WATER PLAN GENERAL NOTES Standard Plan No. 300 1, ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDmON OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION 6 IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERM Us PRIOR TO CONSTRUCTION. 2, ALL EXISTING UTILITIES SHALL REMAIN I SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 14W"24-SSSS TO VERIFY UTIL DY LOCATIONS BEFORE BEGINNING EXCAVATION. 3- ALL MATERIALS USED FOR THE CONSMUC ION OF WATER SYSTEM IMPROVEMENTS SHALL RE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVE IN WRITING BY THE CITY OF RENTON PRIOR TD BRINGING ANY MATERIALS ON-SLTL 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT UNE DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 10C PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10.82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH &MIL SLAM TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS, 5, MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 361NCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 124NCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES, ANY DEVIATIONS MUST BE APPROVED SY THE CrrY OF RENTON PRIOR TO CONSTRUCTION. WHERE Un UTY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND To PROVIDE MINIMUM COVER - III PE DEFLECTION SHALL NOT EXCEED ONE-HAUF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKF ILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METH00 (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDo IN UNPAVED AREAS. ALL PIPE IONE COMPACTION SHALL BE 95 MOD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, ;NSTAI"LE0 AND POURED IN PLACE IN ACCORDANCE WITH CITY OF R ENTON STANDARD DETAILS AND SPED F ICATI DNS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICALIDINTS 1N ADDT ION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL RE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TD AN EXISTING MAN UNTIL THE NEW PIPING HAS BEEN FDA M-PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND FURRY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF ISO M ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE UN SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9, THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTSAT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FFIT NGS AT THE CONNECTION POINT BE FORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION- THE CONTRACTOR SHALL E1(CAVATE• REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL SACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STPUBLIC D. PLAN - 300.0 8 DF PAH WOk NTS WATER PLAN GENERAL NOTES MARCH Z01° �014AV42 n U 2sG � 5 Q- <T/HG ENGIN�� CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS n CEMENT CONCRETE .. GUTTER a J;s,•` i9EE NOTE 3) MEE CEMENT DEPRESSED M' 0`jT4C CONCRETE - CURB a GUTTER SIDEI " WE DETAIL Ilea WEETI - TYPE C28 - ISOMETRIC NEW (COMMERCM , WITH BUFFER) NOTES 1. When a d6vewsy width exceeds 15 fee; construct a full dapT expernalon Joint with 3/11' joint Mar slersg ate ilmlaway lane lines rACf aa•b (seo std. plan 102). Construct expansion pinx parallel wri the ss• c. cahin ntarAne we required at 15 r"um spa�lg whin dilvewey ca•Txse oN.oYT - . ` widths axceed 3T aTe Tswr a 6 KA 2 See etd. plan 102 for s'd-k details %AMOIwv N 3. Curb sod guitar shown, other curt dealgrs rray be specified. • • ' i 1 Sell plan 101 for curb detefla : 1I/ 4 Not used r 5. The angl now wlll design all driveways to InC ude Centel al all Noll: elalle'a+LOOmOKow- points marked win symbol 'X' All eo,s'ions sre st the bads of r•�•A •e ms" OEPnESSED MGNGLINaC CURB A OUT TER DETAIL curb top on uphill aide. 6 Not used 7 Fa Driveway Widths ass DRIVEWAY STANDARDS (Seo NOTE 10). The ellper%,on join% (see sG plan 102) Shan be spaced ss Shown In the carrespond!rg lsanwh view. B Slopes Shall comply with sections R30321 a R303.2-2 or FACE iF ADJACENT CUrW R303-2 3 of the Rooked Dn0 Guidelines car Aox*i le Public - 1' Righbar Wsy of November 23,7005 (PROWAO). ' 9. Curb Mums for any Type C-MAX Dnvaway may be approved on e oewltycaee basis RSl1rIFACL �' 10 STREET STANDARDS - Ramon Municipal code (RMC) 1• R This IV Developmem ReauMbons ^ CHAPTER 6 STREET AND UTIUTY STANDARDS section 4-"60 STNErT STANDARDS DEPRESSED CURS DETAIL AT RESIDE NTNL OR CCrakERLIAL DWYEriAYf, NO ALLEYS DRIVEWAY STANDARDS• Renton Mu Ncipal Code Ill rile N Development Aeautatiens Driveway EXsrnple: TYPE C18 CHAPTER 4 R-.R•a4rrnw C-C . ,ems CITY WIDE PROPERTY OLVELOPMENT STANDARDS rumor dL•:r - Section 4.40110 PARKING, LOADING AND DRIVEWAY IMAx-..en• Cmnm." 1 REGULATIONS A_fi"w ryr"rk'a seyl 9•"'°N°Bw PUBLIC 1TORI.. CEMENT CONCRETE DRIVIEWAY am. Pik - 104.E l�l�� I I f DEPARTMENT JENTRANCES - NOTES AND DETAILS TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION 1I INSTALL 2" PLUG ON TOP BLIND FLANIJ_ AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) I NEW WATER MAIN POLYPIG Utility Specifications Water Utility Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER LITILRY. 1. All work material shall be in conformance with the standards and specifications of the City of Renton PlanIT! ng/Building/PubIic Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans Shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works Department at (425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance, For utility locates call 48-hour locators 800-424-5555. 4. An approved Traffic Control Plan is required t0 be Submitted at the Pre -Construction meeting. 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mortar Ilning and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5.93 Standards. 7 Cast Iron and ductile Iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA C153 A21.53-94. Three 3 inch to 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in accordance with ANSI/AWWA C11D/A21.10.87 or a combination of ANSI/AWWA Ci10/Ai21"10.87 and ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical jaint(s) may be with ANSI/AWWA C I 53/A2 I- S3-94 and that portion of the fitting with flanged joints) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA section 10-4,3 of ANSI/AWWA C11O/A21.10-67 shall be obtained by the contractor and transmitted to the owner. 8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging device and O-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929. MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 8" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5' STORZ. ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No 57BO-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REWIRED. MIN. 16" TO 20' BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875' x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. moo' EXPANSION JOINT AT 2,.1BACK SIDEWALK �CONCC RETE SIDEWALK OR PLANTING STRIP 36' MIN I COVER TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE E SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 68-A STIMSONITE TWO-WAY BLUE REFLECTIVE '.DNCRETE BLOCKING Utility Specifications Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. 9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (MY.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: Outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by turning taunter Clockwise (left), 10. The two 2-112 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 11. The 4 Inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43- 655 safety yellow or approved equal, 13. Pumper connection to face roadway assembly. 14. Fire hydrants shall be installed r G of Renton Standard Detail for Fire hydrants, Y per N Y , latest revision. 15. All watemtains 10 Inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to Gear. 16. All watennains 6 inches and larger in diameter shall be Cleaned with pipe cleaning "PIGS" prior to disinfection, The "Poly pigs" shall be Girard Industries Aqua Swab -AS or approved equal, 2 lb/cu, ft. density foam with 90A durometer urethane rubber coating on the rear of "PIG" only. 17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation. 18, All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton A A f PLAN VIE>� glWA1ER'I�� \\� VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 12' MIN. l8' MAX. 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS 4-114" DIA. 12• 1/8 MIN. THICKNESS SEE DETAIL 2 PIECE CAST IRON VALVE BOX, RICH-SEATTLE TYPE I" STEEL OR OLYMPIC FOUNDRY LENGTH AS REQUIRED 7 1 8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT I 2-1/4" DEPTH SECTION A -A VALVE OPERATING NUT EXTENSION Utility Specifications Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in the pipe as laid. Chlorine shall be mete rted/injected in accordance with Section 7- 11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above. 20. A pre -construction conference is required prior to any construction. A minimum of five (5) working days notice is required for scheduling. 21. Twenty-four (24) hours notice will be required prior to starting new construction. 22, It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 23. Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees have been made to the City of Renton. 24. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made by approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on -site prior to City notifications. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify Development Services twenty four (24) hours in advance of backfilling all construction. The contractor, as well as the engineers, shall keep as -built drawings. 26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in. 27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio, or equal, approved in wrlting by the Public Works Department, 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) I Inches. 011 mat streets may be spade cut. All surface concrete pavement,sidewalks Y Pa r curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to an existing expansion joint. 29. A temporary cold mix asphalt patch shall be placed an the day of initial excavation wlth a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrade inspection prior to placement of final patch. * 30. For Cityprojects such as telemetry conduit the PVC i u shall be All chemical P ] trY 1 pipe � process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. TESTING DETAIL t 10 FT - 771n1r I XISTING TEE, DEAD END LINE, CAP OR -,0 NOT DISTURB BLOCKING NEW WATER LINE PLUG M IJ G LJ O ry- IZ z O U LL^J V J LJJ z z Q J z U LL Q I� O O J Q R-3991 17 W - 399102 ry- IN COMPLIANCE WITH CITY OF RENTON STANDARDS w z LU U J Q 18215 72ND AVENUE SOUTH P�1 AADR U pF Sy 0 K E NT, WA 98032 A,`� 1 /�c1 SURVEYED: SCALE: DATE: LJ.J (425)251-6222 HORIZONTAL- N D 1983/1991 CONSTRUCTION NOTES A N D DETAILS 09/27/19 2i (425)251-8782 FAX DESIGNED: CITY OF 24661 RENTON UW MEDICINE -VALLEY MEDICAL CENTER PAGE -OK: >_ A f1d PAGE- °`��"z,w TALBOT ROAD INTERSECTION UPGRADES w �FG l S T E�� ONE INCH DATUM DRAWING N0: J CIVIL ENGINEERING, LAND PLANNING, ss/DNA L FAG\ 1 REVISED PER ASBUILT DRAWINGS ZTW 2 16 20 ZTW CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET J SURVEYING, ENVIRONMENTAL SERVICES AS IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY RENTON, WA 98055 SHEU:R18 OF, 20 Q 9/22/20201 t VERTICAL CROSS FOR POLYPIGGING STATION SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN UNE v'ERTICAL CROSS (MJ X FL) FINE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN PUBLIC WORKS POLY PIG STATION FOR CLEANING OF 7. PLAN - 300.6 (e-. DEPARTMENT WATER MAINS %I;\ICI I 2010 _ONCRETE 'HRUST BLOCH MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. AT VALVE F X M A -5 9 RESILIENT 5 AT 6' G E (L J) AWWA C O.E 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x B" x 4' MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING V ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUN'� MIN 3' RADIUS MIN 3' RADIUS ONE MAN ROCK lill6 i 1 • .. i 6 a P D 6 CONCRETE PAD 6" CONCRETE AD CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 ®} DEPARTMENT MARCH 2010 VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 3� T 3" 38" MIN. WIDTH WHITE POST 62" lIT, IT m$F' u 24" 1 VALVE MARKER POST PUBLIC WORKS VALVE BOX. MARKER & OPERATING STD. PLAN - 330.1 ®� DEPARTMENT NUT EXTENSION MARCH 2010 VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE � �� r-- 1 AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES /U-I!, ° STD. PLAN - 300.5 PUBLIC' WORKS CONNECTION TO WATER MAIN DEPARTMENTEXISTING TEE OR END LINE CAP{ARCH 2O10 z w w O z 0 I- U LIJ Ln 77-1 0 Q J z V J U L� LL �o I � w G> L x O _J M z IJ U ry r Q a w U U) I.-_ z a_ � W o J CD N N Q (D W a� 0 w J J 0 0 Q 0 (n (n w U U Q I 0 I N m O 00 z w 75 z J Q W ry T) co w 0 U Q 2 H- 0 z U Tn a N 0 00 i On 0 0 0 00 Lal �_- Z O H �G,HAVS n U 0 2s� CO <T�HG ENGXX4 -RE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929. MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 8" MECHANICAL JOINT INLET WITH LUGS, 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ. ATTACHED WITH 1/8" STAINLESS STEEL CABLE, 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT, KELLY-MOORE/PRESERVATIVE PAINT No. 57BO-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" ■ 5" STORZ 5'KS'W THICK CONCRETE PAD AROUND HYDRANT, FINISH TO MATCH SIDEWALK �e EXPANSION JOINT AT 2.1 BACK OF SIDEWALK -CONORETE SIDEWALK I '0PLANTING STRIP 36" MIN TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING CONCRETE -� l THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE. CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 115 x 8" x 4' MININUM �;�2 YARD OF 1-1/4" WASHED DRAIN ROCK CCONCRETE BEARING ABOVE BOOT FLANGE. PLACE 8 MIL a.00K UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL FIRE HYDRANT ASSEMBLY -- - LEVEL ALL GROUND LEVEL ALL GROIN' MIN 3' RADIUS MIN 3 RAOIU°. ONE MAN ROCK L ®. 6" CONCRETE PAD I, CONCRETE PAD -4 CUT FILL HYDRANT LOCATION IN CUT OR FILL e PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT MARCH 2O10 INSTALL SIGN PER CBC 11296.4 Q z 3 a � z z Z ¢ z ¢ Y 3 � � J W Of W (n J O W 0- m cmW z =¢ ¢ a CD oo Z ¢ I W UiD� i�E C�+w m¢o LIJ O �W O i ¢ W 0 W H E Lm Q CD zM ED m In U) RESERVED PARKING (WHITE) (BLUE) 12"x 18" SIGN STATE DISABLED PARKING PERMIT REQUIRED TEXT ACCORDING T LOCAL JURISDICTIO VAN REQUIREMENTS ACCESSIBLE MIN. FINE $250 Y 3 3 � W Z� N �Z O O O ¢ 0 J m 3 CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS FMARKEI, rMARKER 1� _'NO LANE ROAD UFFSET ON SIDE STREETS WHERE THE MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A WHICH SIDE OF STREET MAIN TRAVELED STREET, THE HYDRANT IS ON (4" FROM MARKER IS TO BE INSTALLED DOTS OR PAINTED LINE) ON THAT MAIN STREET MARKER t4nFKrc 4 FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR ON (4" FROM DOTS OR PAINTED LANE DIVIDER) PAINTED LANE DIVIDER) HYDRANT MARKERS 7 fAmmm -► 4' RAISED PAVMEINT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) ( PUBLIC WORKS �• PLAN - 310.3 Ill 4O• DEPARTMENT HYDRANT MARKER LAYOUT MARCH 2O10 STENCILED SIGN HEIGHTS ACCORDING TO LOCAL REQUIREMENTS IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE WALKING SURFACE FLEXIBLE POST ON SHORT POLE INSTALLATIONS ZUMAR INDUSTRIES (800) 426-7927 OR 2" 0 STEEL POLE ON INSTALLATIONS ABOVE 5'-0" MARKING DETAIL (Accessible Parking) NOT TO SCALE 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �1 SAD �F WAS// �-A � o z �_6 ` AL 11-1/4- BEND 22-1/2' BEND 45' BEND CAP TEE 90' BEND R i 11 •gyp THRUST BLOCK BE-NG AREA REFEtiS TO THE FACE OF BLOCK MEASURED IN SQUARE FEET 1�LOC`ATON AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. I DAY- PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. A. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE. BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH 2O10 F1. I THRUST BLOCK BEARING AREA IN SWARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS RM SILT OR SOIL FIRM SILTY SANG COMPACT SAND CCNPACT SANG k GRAVEL 90' 45' BEND 11 1/4' 90' a5' BEND 11 1/4' 90' 15' BEND 11 1/1' FITTING BEND TEE CAP OR PLUG h 22 1/2' BEND TEE CAP OR PLUG k Z2 1/2' BEND TEE CAP OR PLUG B: 22 1/2' BEND BEND BEND 4 7.0 4-2 4.2 1.7 2 9 21 2.1 /.0 2.2 1.6 B 13. 9.4 9-a 8 6.7 4,7 4.7 1.9 5.0 3.5 B 23.3 ifi.7 18.7 e. 11. 8.4 8 4 3-4 B.B fi.3 fi.3 2.5 12 53.0 37.5 }7.5 15.0 26.5 'Be.1 7.5 20.0 14.0 1L.0 5.6 AREAS CALCVLATED ON 300 PSI TEST PRESSURE. 3'-O" MIN. COVER FOR WATERMAIN LESS THAN 12-. 4'-0" MIN. COVER FOR WATERMNN 12" OR GREATER, MAX. HOGHT OF THRUST BLOCK (Ft) = D,5 . DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' 3/8" 3/8" 3/4" N 11( to i N N s" WHITE PAINT FIGURE 13-0,0 PAINT -� CONTRASTING BLUE BACKGROUND WHITE BORDER PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES: A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. B. BOTTOM OF SYMBOL TO BE LOCATED FLUSH WITH ACCESS DRIVE,CENTERED ON PARKING SPACE. C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. INTERNATIONAL SYMBOL OF ACCESSIBILITY NOT TO SCALE 1 REVISED PER ASBUILT DRAWINGS NO. REVISION SURVEYED: DESIGNED: DRAWN: ZTW ZTW ZTW 2 16 20 ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOT EXCEED 2% MAXIMUM SLOPE IN - ANY DIRECTION SHALL Z CD I � O N W zV) miw w O I 00 36"x36" STENCILED SIGN (DETAIL 3B) PARKING SIGN (DETAIL 3A) N CURB STOP PARKING AREA 4" WIDE BLUE STRIPE (TYP). SEE SITE PLAN NO PARKING Z 'ALIGN 9'-0" (VAN E ADA PARKING REQUIREMENTS NOT TO SCALE CITY OF R RENTON Planning/Building/Public Works Dept. ACCESS AREA 4" WIDE PAINTED STRIPES (TYP.) W-399103 R-3991 18 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION NOTES AND DETAILS UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 09/27/19 FIELDBOOK: PAGE R19 LIJ w z 0 U w C� w z w w O z O U w cn z_ w z C.� U w I LL. I ¢ I I � X J_ W ¢ z O U �o U M (n LLJ a ¢ o N LIJ 0 011 LO N LLJ E U E Q J 0 U 0 - -o � z W 75 0 m o w F J Q J 0 o ¢ LL J Q z 0 I 0 I N rn 0 00 z LJ z c� J Q w LJ U Q 0-1 z U i N CD 00 1-1 0 0 00 W z L 1- . RE;�� 0 2.5' 5' 10' SCALE: 1 "=5' 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Know what's below. Call before you dig. SAp �F W A Sys C/) Z a �o 24661 �Fss�NALj�E�G\��, �601 OL 1e1 m7i1;J► 1�7e�I OL 1 kT4 QIitC�Ie�I OL I V�e1OL FOR UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS I � I I o I I c I I EX. UTILITY VAULT X / 3 I NEW PEDESTRIAN CURB, ADJUST RIM TO NEW FG I I I I d/ '� �� o• 104.62 104.68t ME % TERMINATE NEW CURB I 104.72 { I ® EXISTING CURB / 104.61 t ME 105.16 TOP OF BOLT 1104.65' EX. TRAFFIC SIGNAL POLE BASE TO REMAIN I ' s EL=104.99 I 3 M l 105.16 TOP OF BOLT 4'_ 105.17 TOP OF BOLT I 1O7 D' 104.74E ME I I I 105.18 TOP OF BOLT / 104.67t ME I 3 104.21 FLt ME �� 9 �9 �° EX. UTILITY VAULT I 104.59 TCt ME 1 os ADJUST RIM TO NEW FG I / ho / I / I 3 I � / 3 / I / / I 3 / as VA I / 104.36 FL i _Q? ' > / o?? I II 3 T04.64 TIC ` I I / EX. PEDESTRIAN PUSH 0. p PORTION OF EX. CURB TO BE REMOVED I �� I WIN LIMITS OF NEW SIDEWALK I = / ( BUTTON. ADJUST TO o1.6% oy / I I / 1 NEW FINISH GRADE I % q 8 104.6 / TERMINATE NEW CURB I/ \ .� C� EXISTING CURB I 104.58 TC i (f� p 3 / \� .pg ,� 105.62E ME �� Q N / I 106.08t ME I U PARALLEL CURB RAMP �g Q / I PER WSDOT STD PL A 1 4. 4 F 8 N •?9• I C, m TIC _ F-40.12-03 104.64 Tp CO co I 0 `-' I I I I NEW CURB 3 m I PROTECT EXISTING EDGE OF PAVEMENT. AND GUTTER 105.40 FLf ME I J / IF ANY PAVEMENT DISTURBANCE NEW CONCRETE 105.73 TCf ME ' Q I OCCURS, GRIND AND OVERLAY EX. SIDEWALK I ASPHALT TO THE NEAREST LANE LINE. / o 3 � I l j I 3 ° o I I I I I 3 CO o I c I I I I PROTECT EXISTING EDGE OF PAVEMENT. I IF ANY PAVEMENT DISTURBANCE OCCURS, GRIND AND OVERLAY EX. co coASPHALT TO THE NEAREST LANE LINE. EX. PEDESTRIAN PUSH NEW CURB BUTTON. ADJUST TO AND GUTTER NEW FINISH GRADE _ W 3 �J 1C PARALLEL CURB RAMP - PER WSDOT STD PLAN F-40.12-03 / 105.03 TCt M F / 4 / LIMITS OF NEW CONC. / SIDEWALK. ADJUST AS CO I �qD NEEDED TO NEAREST EXPANSION JOINT. / / INSTALL WEEPHOLE IN EXISTING / CURB AT LOW POINT. CONTRACTOR TO FIELD VERIFY / LOCATION PRIOR TO INSTALLATION o / EX. PEDESTRIAN PUSH BUTTON TO RE MA IN. t j I a al 3 1 REVISED PER ASBUILT DRAWINGS NO. I REVISION 0 105.0( �Q 105./ `"o D A �- 7.7% 105.00 p 105.27t ,L 7.6% 105.0 3 I � / 3 / I / / I 3 / as VA I / 104.36 FL i _Q? ' > / o?? I II 3 T04.64 TIC ` I I / EX. PEDESTRIAN PUSH 0. p PORTION OF EX. CURB TO BE REMOVED I �� I WIN LIMITS OF NEW SIDEWALK I = / ( BUTTON. ADJUST TO o1.6% oy / I I / 1 NEW FINISH GRADE I % q 8 104.6 / TERMINATE NEW CURB I/ \ .� C� EXISTING CURB I 104.58 TC i (f� p 3 / \� .pg ,� 105.62E ME �� Q N / I 106.08t ME I U PARALLEL CURB RAMP �g Q / I PER WSDOT STD PL A 1 4. 4 F 8 N •?9• I C, m TIC _ F-40.12-03 104.64 Tp CO co I 0 `-' I I I I NEW CURB 3 m I PROTECT EXISTING EDGE OF PAVEMENT. AND GUTTER 105.40 FLf ME I J / IF ANY PAVEMENT DISTURBANCE NEW CONCRETE 105.73 TCf ME ' Q I OCCURS, GRIND AND OVERLAY EX. SIDEWALK I ASPHALT TO THE NEAREST LANE LINE. / o 3 � I l j I 3 ° o I I I I I 3 CO o I c I I I I PROTECT EXISTING EDGE OF PAVEMENT. I IF ANY PAVEMENT DISTURBANCE OCCURS, GRIND AND OVERLAY EX. co coASPHALT TO THE NEAREST LANE LINE. EX. PEDESTRIAN PUSH NEW CURB BUTTON. ADJUST TO AND GUTTER NEW FINISH GRADE _ W 3 �J 1C PARALLEL CURB RAMP - PER WSDOT STD PLAN F-40.12-03 / 105.03 TCt M F / 4 / LIMITS OF NEW CONC. / SIDEWALK. ADJUST AS CO I �qD NEEDED TO NEAREST EXPANSION JOINT. / / INSTALL WEEPHOLE IN EXISTING / CURB AT LOW POINT. CONTRACTOR TO FIELD VERIFY / LOCATION PRIOR TO INSTALLATION o / EX. PEDESTRIAN PUSH BUTTON TO RE MA IN. t j I a al 3 1 REVISED PER ASBUILT DRAWINGS NO. I REVISION 0 105.0( �Q 105./ `"o D A �- 7.7% 105.00 p 105.27t ,L 7.6% 105.0 L INSTALL CURB ALONG v EX. EDGE OF SLAB 105.69E ME EX. BLOCK WALL SURVEYED: DESIGNED: ZTW DRAWN: ZTW ZTW 2 16 20 ZTW CHECKED: AS BY DATE APPR APPROVED: AS S 177TH ST. (PUBLIC) NEW CONCRETE SIDEWALK - TERMINATE NEW CURB 0 EXISTING CURB NEW PEDESTRIAN CURB ME EX. UTILITY VAULT ADJUST RIM TO NEW FIG EX. TRAFFIC SIGNAL FOUNDATION TO REMAIN VERTICAL: NAVD 1988 1 =5 HORIZONTAL NAD 19a3/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ____ -1-1 CITY OF RENTON Planning/Building/Public Works Dept. NOTES: 1. ANY J-BOX IN LANDING WILL NEED TO HAVE A NON-SKID LID INSTALLED. 2. J-BOXES MUST HAVE 1' CLEARANCE TO ANY CURBING OR WALL. CONTRACTOR TO VERIFY AND ADJUST AS NECESSARY. 3. THERE MUST BE 5-8" OF CLEARANCE BETWEEN THE CONDUITS AND J-BOX LID. ADJUST AS NEEDED WHEN LOWERING J-BOXES. 4. TERMINAL CANS ON SIGNAL POLES MUST HAVE 7-FT OF CLEARANCE. CONFIRM CLEARANCE AND RAISE AS NEEDED. R-3 9 91 19 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SIGNAL FOUNDATION MODIFICATION PLAN UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 09/27/19 PAGE: SHEET` OF: R20 20 C)