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HomeMy WebLinkAboutR-399107w 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 �