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HomeMy WebLinkAboutTED2703516.4a U LJ a a W w a w �1 0 J a w a 0 0 J d ov Z O cc W � 2 y W 3 V 2 I 0 � 4 j W ZJ Ito Q ca J W Z N v, Cn c O E` W M g ::D Q x 4" CLASS 'B" ASPHALT TY 4" CRUSHED SURFACING TOP COURSE COMPACTED TO 959 OF MAXIMUM DENSITY COMPACTED SUBGRADE. COMPACT TO 95X PER ASTM D1557 MODIFIED PROCTOR, MINK 1' DEPTH. REFER TO THE GEOTECHNICAL REPORT FOR FURTHER DETAIL. TYPICAL ASPHALT PAVEMENT SECTION NOT TO SCALE 6" CONCRETE 4" CRUSHED SURFACING COMPACTED TO 959 OF NW 1/4, SW 1/4, SEC 17, TWP 23N, RGE 5E, W.M. Q L HESE SECTIONS ARE SUBJECT TO REVIEW AND kPPROVAL BY THE GE07ECHNICAL ENGINEER. DENSI TY COMPACTED SUBGRADE. COMPACT TO 957 PER ASTM D1557 MODIFIED PROCTOR, MINIMUM 1' DEPTH. NOTE. • THIS SECTION IS SUBJECT TO REVIEW AND APPROVAL BY THE GEOTECHN/CAL ENGINEER. T YPI CA L C ONCRE TE PA VEMEN T SEC TION NOT TO SCALE R=1 A'VEMEN' 5 112' R=1/2" CAST IN PLACE CONCRETE CURB NOT TO SCALE ZO 2 2 � o 0 1 /2"X4" EXPANSION MATERIAL 1/4 R AT JOINTS W W 1 /2"X4" EXPANSION W & MATERIAL CEM. CONC. CURB AND GUTTER 7 N 4 1 /4"R AT JOINTS P GENERAL NOTES: 2 SCORE LINES TO BE RADIAL JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR Q TO CURB AND GUTTER P W LESS THAN 10' C/C, THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. 1/2" THRU JOINTS W SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND w + SHALL EXTEND 1" BELOW CONCRETE. 0 1 /2"X4" EXPANSION MATERIAL WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, „ THE JOINT SHALL BE A COLD JOINT. 1/2"X 5" EXPANSION MATERIAL SHALL 1 /4 R AT JOINTS SCORE LINES BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2"X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. B THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS O 00 OF CLASS B (3/4") WITH AIR ENTRAINMENT. I "W"—WIDTH OF SIDEWALK THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1 /2" TOOLED FINISH. 3 SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR), Q f N NOTE.• THE CONTRACTOR SHALL FINISH ALL oc ' NEW SIDEWALKS TO MATCH THE EXISTING SIDEWALK SCORING PA TTERN ON WELLS AVE. 1 /2"X5" EXPANSION MATERIAL S., IF APPROVED BY THE CITY OF RENTON. j 1 /4"/FT. SLOPE CURB RETURN ONLY 1 /4"/FT. SLOPE 1 /2"R 1 /2"R PAVEMENT ` AS PER PLANS �- �J* 4" PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY STANDARD CEM. CONC. 3 CURB AND GUTTER AND GUTTER 0 TYPICAL SIDEWALK N N N O SECS i0N A —A SECTION B—B �� Y 0� ADOPTED SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS U,CITY OF RENTON / a rn W�� ♦' ♦ STANDARD PLANS N O� LST DATE: 12/96 �O o p DATE I REVISION 18Y APPR DWG. NAME: FR-02 SP PAGE: F007 z '"DTIONAL DRIVEWAY \ CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) CEMENT CONCRETE PEDESTRIAN CURB (TYP.) RAMP WITH 12H: 1 V SLOPE (TYP.) CEMENT CONCRETE DEPRESSED SIDEWALK CURB & GUTTER (SEE NOTE 3) TYPE 1 ISOMETRIC VIEW DRIVEWAY (BY OTHERS) CEMENT CONCRETE SIDEWALK NOTES: SEE SHEET 3 1. When the driveway width exceeds 15 feet, construct a full depth expansion joint (see Standard Plan F-3) with 3/8" joint filler along the driveway centerline. 2. Construct expansion joints parallel with the centerline as required at 15' maximum spacing when driveway widths exceed 30'. See Std. Plan F-3 for sidewalk details. 3. Curb and gutter shown, see the Contract. Plans for the curb design specified. See Std. Plan F-1 for curb details. 4. Avoid pacing drainage structures, junction boxes or other obstructions In front of driveway entrances. 5. When driveway approaches are constructed in a commercial zone, the concrete driveway entrance shall be thickened from 6 inches to 10 inches. This includes concrete approach Types 1-4, sidewalks constructed behind the driveway apron, and the curb and gutter associated with each driveway approach. 9/3/2006 Addition of Note 5, Note on detail I DCV I JF DATE I REVISION I RY IAP CONC. B & GUTTER NOTE 3) E CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 1 OF 6 y 0 ADOPTED CITY OF RENTON STANDARD PLANS IV i LST DATE:04/u4 DWG. NAVE: F004 SP PAGE: F00z SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS \ 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACT7VI TY OCCURS, A PRE —CONSTRUCTION MEE77NG MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. T 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONS7RUC770N PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS RIAD ASSOCIAT70N (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. /_ ASSOCIATES J. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON F7LE /N THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, 12112 115th Ave. NE SURFACE WATER UTILITY SECTION. Kirkland, WA98034-6923 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION /S /N PROGRESS. 425.821.8448 5. DATUM SHALL BE NA VD 88 UNLESS 07HERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS 425.821.3481 fax DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE N07ED ON THE PLANS. 800.488.0756 toll free 6. ALL SED/MENTAT70N/EROSION FACILITIES MUST BE IN OPERA77ON PRIOR TO CLEARING AND BUILDING www.triadassoc.com CONSTRUC770N, AND 774EY MUST BE SA77SFACTORILY MAINTAINED UN77L CONSTRUCTION /S COMPLETED AND THE POTENTIAL FOR ON —SITE EROSION HAS PASSED. 7. ALL RE7FN77ON/DE7FN77ON FACILITIES MUST BE INSTALLED AND /N OPERATION PRIOR TO OR /N 1 CONJUNCTION WITH ALL CONSTRUCTION ACT70TY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER U77LITY SECTION. Q 8. GRASS SEED MAY BE APPLIED BY HYDROSEED/NG. THE GRASS SEED MIXTURE, OTHER THAN CITY 'A OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER U77LITY SECTION. W 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION /N I\ ACCORDANCE WITH SECT70N 7-02J(1) OF THE CURRENT STATE OF WASHINGTON STANDARD Q Z SPEC/F/CAT70N FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF ` THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA7ON MATERIAL, AS WELL AS PLACEMENT AND c COMPAC77ON OF REQUIRED BEDDING MA7FR/AL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL Q 3 BE APWA CLASS C ; WITH THE EXCEP77ON OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED Q TO MINIMUM 9B' FOR PAVEMENT AND STRUCTURAL FILL AND 90% 07HERW1SE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPER. ` O v, 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACIL177ES SHALL HAVE ASPHALT TREATMENT /1 OR BETTER INSIDE AND OUTSIDE. J W 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM `V DRAINAGE PIPE, OR 15 FEET FROM 774E TOP OF ANY CHANNEL BANK. \ z 12. ALL CA TCH BASIN GRA 7ES SHALL BE DEPRESSED 0.10 FEET BELOW PA VEMENT LEVEL. Q ' 1 , 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED Z UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS � R ADMINISTRATOR. O 14. ROCK FOR EROSION PROTECT70N OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING Z SPEC/FICA 7TONS. J 4 — 8 INCH ROCK / 40 — 70% PASSING, \ J 2 — 4 INCH ROCK / JO — 40% PASSING, • AND LESS THAN 2 INCH ROCK / 10 — 20X PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOO77NG DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CER77FIED AS —BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. Q O 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT Q N RELIEVE THE OWNER OF 774E CONTINUING LEGAL OBLIGA7ON AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF REM TON DOES NOT ACCEPT ANY OBLIGATION FOR Q THE PROPER FUNC770NING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, � R PR07ECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECT70N WITH THE PERFORMANCE OF Z Zw WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY 774E •� PUBLIC WORKS DEPARTMENT, 7RANSPORTA77ON SYSTEMS DIWS/ON. ALL SEC77ONS OF THE WSDOT STANDARD SPEC/FICAT701VS 1-07-2J TRAFFIC CONTROL SHALL APPLY. Z 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED /F THE PROJECT LOCA77ON IS WITHIN THE Q. AQUIFER PR07ECT70N AREA (APA). < U ¢ Q R=35 1604 Checked for Compliance to City Standards © 2009 TRIAD ASSOCIATES J 11 O �Q U 2 e � Ci � U O lu W � U S PO a 0 A N O N z RICHARD A. TOMKINS, PE PROJECT MANAGER LONNIE E. CARLSON, PLS PROJECT SURVEYOR RICHARD A. TOMKINS, PE PROJECT ENGINEER PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 02119109 SCALE: HORIZ.: N/A VET.: N/A STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 08_ 129 onizi Ir". C4 OF 6