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Home My WebLink AboutR-432432� I PAVEMENT NOTES N SW1/4OFS237T23N, R 5 E 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2. PAVEMENT DESIGN IS BASED OFF OF GEOTECHNICAL ENGINEERING REPORT, PREPARED BY ASSOCIATED EARTH SCIENCES INCORPORATED, DATED SEPTEMBER 2022. 3. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECT GEOTECHNICAL REPORT. 0 4. FOR PREPARATION OF PAVEMENT SUBGRADE, AREAS IDENTIFIED AS LOOSE FILL SOIL SHALL BE IMPROVED BY REMOVING AND REPLACING WITH STRUCTURAL FILL OR SCARIFYING AND RECOMPACTING THE ON -SITE SOIL TO STRUCTURAL FILL REQUIREMENTS. IMPROVEMENT SHOULD OCCUR TO A DEPTH OF AT LEAST 12 INCHES OR THE MINIMUM DEPTH SPECIFIED IN THE GEOTECHNICAL REPORT AND BEFORE STRUCTURAL FILL IS PLACED. 0 5. THE TOP 12 INCHES OF SOIL SUBGRADE BELOW PAVED AREAS SHALL BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY. Li-J 6. PRIOR TO PLACEMENT OF FILL OR PAVEMENT IMPROVEMENTS, THE EXPOSED SUBGRADE SHOULD BE EVALUATED BY PROOFROLLING WITH A FULLY LOADED DUMP TRUCK OR SIMILARLY HEAVY, RUBBER -TIRE CONSTRUCTION EQUIPMENT TO IDENTIFY SOFT, LOOSE, OR UNSUITABLE AREAS. 7. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) - AGGREGATES FOR BALLAST AND CRUSHED SURFACING, WITH THE EXCEPTION THAT THE AGGREGATE SHOULD HAVE LESS THAN 5% BY DRY WEIGHT PASSING THE U.S. STANDARD NO. 200 SIEVE AND HAVE AT LEAST TWO MECHANICALLY FRACTURED FACES. THE AGGREGATE BASE = U SHOULD BE COMPACTED TO AT LEAST 95% OF THE MAX. DRY DENSITY (ASTM D 1557). u 8. PERFORMANCE GRADED ASPHALT BINDER SHALL BE IN ACCORDANCE WITH WSDOT SECTION 9-02.1(4). 9. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 5-04 AND 9-03.8(6) CLASS Y", OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL = CONSTRUCTION. THE MIXTURE SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1,000 POUNDS. THE SURFACE COURSE SHOULD BE COMPACTED TO A MINIMUM OF 95% MARSHALL DENSITY (ASTM U SPECIFICATION D 1559) AND PLACED IN TWO OR MORE LIFTS OF NOT LESS THAN 1.5" PER LIFT. 10. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR -ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 5-05 OF THE WSDOT STANDARD SPECIFICATIONS FOR LiJ ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4 INCH MAXIMUM SLUMP AND 3 TO 6% ENTRAINED AIR. AGGREGATE SHALL CONFORM TO WSDOT STD. SPEC. 9-03.1(5)B, GRADING, FOR MAXIMUM NOMINAL SIZE OF 1 IN. 11. CONTRACTOR SHALL PROVIDE A TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 12. IN AREAS WHERE EXISTING PAVEMENT IS TO BE REPLACED WITH NEW PAVEMENT, THE EXISTING PAVEMENT, BASE COURSE AND SUBGRADE SHALL BE REMOVED TO THE DEPTH SUFFICIENT TO LiJ CONSTRUCT THE NEW SECTION. AN OVERLAY OF THE EXISTING PAVEMENT SECTION IS NOT AN ACCEPTABLE ALTERNATIVE. z 13. SEAL ALL JOINTS WITH CATIONIC EMULSIFIED ASPHALT PER WSDOT STANDARD SPECIFICATIONS 5-04 AND 9-02. a 00 z z N 3 cn i W W a 0 z i W U z 0 z W z z 0 x 3 c W a z J 1 "R 5 1 /2" "REVERSE" SLOPE 1/2"R PER PLAN 1" BATTER 2:1 MAX. SLOPE PROVIDE TACK COAT 1"R WHEN ABUTTING AC 1 /2 R ° PAVEMENT. t GUTTER SHALL CD HAVE "REVERSE" SLOPE WHERE PAVEMENT GRADE ° 0 0 0� 0 0� 0 0� 0 ° 0 u°° SLOPES AWAY ° 0 �o ° 0 �o ° o �o ° 0 0 0 �o ° 0 FROM CURB, AS - 00 ° 0 �° ° 0 0 ° 0 "° ° 0 SHOWN ON THE 6 1/2" MINIMUM 6" BASE COURSE WITH PRIME GRADING AND COAT PER LOCAL DOT REQUIREMENTS. DRAINAGE PLAN. 1 -6 MAY BE REDUCED TO MATCH ABUTTING PAVEMENT BASE COURSE DEPTH WHERE APPLICABLE. NOTES: 1. EXPANSION JOINT LOCATIONS SHALL MATCH ABUTTING CONCRETE SIDEWALKS AND/OR PAVEMENT EXPANSION JOINTS WHERE APPLICABLE. OTHERWISE, EXPANSION JOINTS SHALL BE PLACED PER SPECIFICATIONS OR AT 15' INTERVALS UNLESS OTHERWISE NOTED. 2. EXPANSION JOINTS SHALL BE USED WHERE DRAINAGE STRUCTURES INTERUPT CURB AND GUTTER. 3. EXPANSION JOINT MATERIAL SHALL BE PER PROJECT SPECIFICATIONS OR LOCAL DOT REQUIREMENTS. CONCRETE CURB AND GUTTER SECTION C . a FULL -HEIGHT CURB 1' NOSE DOWN PAVEMENT CURB 6" CURB LANDSCAPE " NOSE DOWN CURB G < 6 ' .. d ! . t' EDGE OF PAVEMENT 10 4 CU.: T4§: . FLUSH WITH EDGE OF PAVEMENT CONCRETE NOSE DOWN CURB Do I 0 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM NTS A�o� �tv�� SSIONAL Z_� �a 00 f \N r\ 18" NOTE: SEE ARCH. PLANS FOR SIDEWALK ADJACENT TO BUILDING p 5" PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH) 4" CRUSHED AGGREGATE BASE COURSE 6" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS' RECOMMENDATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) "FLUSH CURB" SEC11ON WHEN ADJACENT TO HMA PAVEMENT FLUSH CURB DETAILS " R ELASTOMERIC SELF -LEVELING SEALANT AT PAVEMENT/CURB TRANSITION. ASPHALT PAVING BASE COURSE WITH PRIME COAT (PER PAVEMENT SECTION) SUB -GRADE PER SOILS REPORT NTS e» " R NOTES: 1. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII, 5' ON EACH SIDE OF DRAINAGE STRUCTURES, AND AT 45' MAX. INTERVALS IN CURB. PROVIDE #6 x 18" LONG SMOOTH STEEL DOWEL BARS WITH 1"0 GREASE CAP THROUGH EXPANSION JOINTS. (J" THICK BITUMINOUS FILLER MATERIAL). 2. CONTRACTION JOINT: PROVIDE 2" DEEP x Ya" WIDE CONTRACTION JOINTS AT 15 INTERVALS. 3. PROVIDE 2 #6 x 2'-6" LONG TIE BARS TO CONNECT EXISTING AND NEW CURB. 4 REMOVE FORMS AS EARLY AS POSSIBLE. BRUSH TOP AND FACE OF CURBS TO REMOVE ALL IMPERFECTIONS. TYPICAL OF ALL FORM WORK. 5. ALL RADII SHALL BE TRUE ARCS. 6. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. E NO. TRAFFIC CURB DETAIL PERMIT REVISIONS #1 REVISION PACLAND 1/27/2025 s ZLN WL oMwk MB JAC BY DATE APPR ASPHALT CONCRETE SURFACING, Y INCH MIX PER WSDOT STD. SPEC. 9-02.1(4) FOR PG 58-22 OR PG 64-22 PERFORMANCE GRADED ASPHALT CEMENT CRUSHED BASE COURSE (WSDOT STD. SPEC. 9-03.9(3)) COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO 95% OF THE MODIFIED PROCTOR MMD, -4 TO +2% OMC STANDARD DUTY ASPHALT so�ret AS SHOWN Oli NON l� !ILL 1011li F � oK Mox SWU AOOOI�NOIY NTS SECTION A -A m DATUM of iooC:o onovinir- of nru G) RTLAND CEMENT CONCRETE (4000 COMPRESSIVE STRENGTH PER )OT STD. SPEC. SECTION 9-01.2) CRUSHED SURFACING TOP COURSE (WSDOT STD. SPEC. 9-03.9(3)) IVIVIr /1lLL/ JUIInuL.L )ir\,,vL ivir•,,LRIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO 95% OF MAXIMUM DRY DENSITY CONCRETE SIDEWALK SECTION EDGE OF PAVEMENTIFACE OF CURB PARKING SPACE STRIPING (4" WIDE) RUBBER PARKING BLOCK PLACEMENT PLAN LAG BOLT METHOD: RECOMMENDED FOR ASPHALT OR CONCRETE ONLY. **REFER TO MANUFACTURERS INSTALLATION SPECIFICATIONS." LAG TOOLS NEEDED: -HIGHSPEED HAMMER DRILL WITH A y" MASONRY DRILL BIT -IMPACT WRENCH OR HEAVY RATCHET WITH 4" SOCKET 1, POSITION THE PARKING BLOCK WHERE YOU WANT TO INSTALL IT. USING THE HOLES MOLDED IN THE PARKING BLOCK AS TEMPLATES, MARK THE LOCATION OF EACH HOLE ON THE SURFACE, 2. REMOVE THE PARKING BLOCK. USING A HIGH-SPEED HAMMER DRILL WITH 4" MASONRY BIT, DRILL A 4" TO 42" DEEP HOLE AT EACH MARKED LOCATION, 3. INSERT A LAG ANCHOR ( WITH THE LARGE ROUND HOLE IN THE ANCHOR FACING UP) INTO EACH HOLE. TAP THE ANCHOR INTO THE HOLES WITH A HAMMER SO THAT THE TOP OF EACH ANCHOR IS FLUSH WITH THE SURFACE. 4. REPOSITION THE PARKING BLOCK SO THAT THE MOLDED HOLES LINE UP VERTICALLY WITH THE PILOT HOLES YOU DRILLED. BEGINNING IN THE CENTER HOLE, APPLY FIRM HAND PRESSURE. SLIP A WASHER ONTO A LAG BOLT, INSERT THE BOLT THROUGH THE HOLE IN THE PARKING BLOCKAND TIGHTEN THE BOLT ABOUT THREE QUARTERS OF THE WAY WITH A 2' SOCKET. REPEAT FOR EACH HOLE IN THE PARKING BLOCK. FINISH TIGHTENING EACH BOLT UNTIL JUST SNUG DO NOT OVER TIGHTEN! EXCESSIVE TIGHTENING MAY DAMAGE THE PARKING BLOCK AND WILL VOID THE WARRANTY. RUBBER WHEEL STOP CITY OF RENTON Planning/Building/Public Works Dept. R-432443 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 0 0 N 0 0 0 0 N Q DEVELOPMENT ENGINEERING _ yqi 03/18/2025 U U NEW LIFE CHURCH 15711 152N D AVE SE PAVING AND SITE DETAILS /27/2025 W Ri✓DlOOIQ oiwwa Mo► C-8.0 w ■@i! on z