Loading...
HomeMy WebLinkAboutR-3614704% q r \ ` SO W P\ SD C 0 F� "4 it CD 0 STA 10+06, INTERSECTION OF LOGAN AVE N & PARK AVE N PROJECT COORDINATES: N 185266.2937, E 1301912.0340, 0.12' NORTHEAST OF COMPUTED INTERSECTION POINT S7 P � / \ cv0 'Z y Q GENERAL CONSTRUCTION NOTES 1. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND RESTORE ROADWAY PER TYPICAL ROADWAY SECTIONS, SHEETS 4 - 5. 2. FOR ROADWAY PROFILE SEE SHEETS 18 - 20. 3. FOR SITE PREPARATION & TESC PLAN AND DETAILS, SEE SHEETS 9 -13. 4. FOR REMOVAL LIMITS, SEE SITE PREPARATION & TESC PLAN, SHEETS 9 -13. 5. FOR CHANNELIZATION & SIGNING PLAN, SEE SHEETS 33 - 36. 6. FOR ILLUMINATION PLAN AND DETAILS, SEE SHEETS 21 - 26. 7. FOR SIGNAL PLAN AND DETAILS, SEE SHEETS 27 - 30. 8. FOR IRRIGATION PLAN AND DETAILS, SEE SHEETS 37 - 42. 9. FOR LANDSCAPE PLAN AND DETAILS, SEE SHEETS 43 - 47. 10. POWER POLES AND VAULTS TO BE RELOCATED BY OTHERS. 11. GAS VALVE BOXES TO BE RELOCATED AND /OR ADJUSTED TO GRADE BY OTHERS. 12. FOR UTILITY AS- GUILTS, CURB STAKING AND RAISED IRON DATA, SEE SHEET 14. SIDEWALK AND CURB LAYOUT POINTS :• #,: DESCRIPTION STATION OFFSET RADIUS LENGTH 1 PC 12 +70.29 43.99' LT 45.00' 12.62' 2 PT 12 +83.42 43.25' LT - - 3 AP 13 +76.24 47.48' LT - - 4 PC 12 +73.02 32.66' LT 100.00' 2/.43' 5 PT 13 +01.58 30.88' LT - - 6 1 AP 13 +76.51 1 33.98' LT I - - 0. w Q SD W Q WATER GENERAL NOTES Q 361470 1. FOR WATER PLAN GENERAL NOTES, CONTRACTOR SHALL REFER TO CITY OF RENTON STD PLAN 300.0. 2. 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. 3. 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 BACKFIWNG ALL a CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. - 4. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH 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. - EXIST R /W�.. _ - - - -- �'�... T TV 1 25 � 24 -. 3 BEGIN PROJECT STA 13 +34.96 SD SD - W ❑ W SD / P J SD P CONSTRUCTION NOTES Q1 MATCH EXISTING. 2Q INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F- 10.12 -02. ® CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL ROADWAY SECTIONS, SHEET 4 & 5. Q5 INSTALL MONOLITHIC CURB WITH CURB JOINTS ON TOP OF NEW CEMENT CONCRETE PAVEMENT PER ROADWAY DETAILS, SHEET 7. SEE SPECIAL PROVISIONS. ® GRIND BUTT JOINT PER DETAIL, SHEET 6. 12 ADJUST CATCH BASIN OR STORM DRAIN MANHOLE TO GRADE PER CITY OF RENTON STD PLAN 400.4 AND REPLACE FRAME AND COVER PER CITY OF RENTON STD PLANS 204.00, 204.10, 204.20 AND 204.50. 18 ADJUST MONUMENT AND REPLACE CASE AND COVER PER WSDOT STD PLAN A- 10.30 -00. ©0 CONSTRUCT CEMENT CONCRETE PAVEMENT WIDENING PER TYPICAL ROADWAY SECTIONS, SHEET 4 AND PROVIDE SAWED TRANSVERSE JOINTS PER WSDOT STD PLAN A- 40.10 -02. 21 EDGE GRIND PER DETAILS, SHEET 6. ® TRANSITION FROM MONOLITHIC CURB TO CEMENT CONCRETE TRAFFIC CURB AND GUTTER OVER A 5' DISTANCE WITHIN THE TRAFFIC CURB AND GUTTER SIDE OF TRANSITION. ©5 PROVIDE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS PER WSDOT STD PLAN A- 60.10 -01, EXCEPT PROVIDE THICKENED EDGE PER DETAIL, SHEET 7. © PROVIDE LONGITUDINAL JOINT BETWEEN CEMENT CONCRETE PAVEMENT AND ASPHALT PAVEMENT PER WSDOT STD PLAN A- 40.10 -02. ® PROTECT EXIST CATCH BASIN OR STORM DRAIN MANHOLE. 33 CONSTRUCT BUS SHELTER FOOTING 'B21' PER KING COUNTY (KC) METRO DESIGN STANDARD, D103, WITH WING WALL CURB WRAP PER KC METRO STANDARD D105. PROVIDE SOLAR GROUNDING LOOP FOR THE FOOTING PER KC METRO STANDARD D111. SEE DETAILS IN APPENDIX A OF SPECIAL PROVISIONS. FRONT CENTER OF SHELTER: STA 14 +86.24, 47.46' LT. SHELTER FOOTING FRAME -UP AND GROUNDING MUST BE INSPECTED PRIOR TO CONCRETE POUR. CONTACT PAUL MILLER (206- 684 -2224) OR RON SMITH (206- 684 -2895) MINUMUM OF 2 WORKING DAYS BEFORE SCHEDULED CONCRETE POUR. 34 CONSTRUCT BUS LANDING PAD PER DETAILS, SHEET 7. MATCH WIDTH OF ADJACENT BUS SHELTER FOOTING. DRAINAGE NOTES O SEE PROFILE SHEETS 18 -20 FOR DRAINAGE NOTES NOT IDENTIFIED BELOW. 6 22 1 SURVEYED KPG / LOGAN AVE SIDEWALK TAPER - FD #2 =y a 08 21 12 19ti�A ^s soy a I, " _ z DRAWN BY: HJT DESIGN BY: HJT 753MAveN 2502JeflersonAve RECORD DRAWINGS REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 o Fes+ 3 v; CHECK BY: NJD Sutbe,WA98109 Tacome,WA98402 P R sso64q ��� �k •.rc MGR: (206)286-1640 (253) 627 0720 PREPARED KPG JULY � p � Nat 0^ PROJ NJD FILE: 08046PLN01.dwg tmw. .am NS BASED ON CONSTRUCTION RECORDS COO NUMBER REVISION DESCRIPTION BY APP. DATE E ITZ P-- .--------- -EXIST R/W - - - =STA7.28, PROJECT COORDINATES: N 185507.1347, E 1302212.6804, 0.03' PLAN ® NORTHWEST OF COMPUTED INTERSECTION POINT 0 5 10 20 40 60 STA 12 +661 -EXIST R/W TV 1 02-01 ANGLE POINT STA 12 +95, TAPER TO EXIST STA 12 +661 ` ' �'- CITY OF FENTON 1 Public Works Department APPROVED FOR CONSTRUCTION BY DATE: 4~tD 5 y5 25 13 +00 T; w w 2 CD CD LO V1 w z J 2 H Q / STA 12 +661 STA 13 +50 _ _ _ BEGIN TAPER TO BACK OF VAULT 24 . 3. STA 13+25 STA 12 +95 TO 13 +25 it LOGAN AVE SIDEWALK TAPER LOGAN AVE, STA 12 +66 TO STA 13 +50, LT CALL 3 WORKING DAYS BEFORE YOU DIG: 811 SOUTH LAKE WASHINGTON DRAWING NO. 17 ROADWAY IMPROVEMENTS PROJECT NO. 11156 FED AID NO. ROADWAY PLAN DATE: FES 2012 STA 10 +00 TO STA 15 +00 SHEET NO. 17 OF 53 1 D C =y a � u F az J O o Fes+ 3 v;