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Home My WebLink AboutR-3816172" CLASS "B" ASPHALT CONCRETE PAVEMENT FINISHED GRADE PER PLAN _ _ _ _ _ v ' 2" CRUSHED SURFACING TOP COURSE COMPACT TO 95% MAX DENSITY � SUBGRADE COMPACTED TO -�-- • .4 )0- 95% MAX. DENSITY PER PERMIT CORRECTIONS #2 O ASTM D -1557 OR AS REQUIRED BY GEOTECH 6" THICK CRUSHED SURFACING BASE COURSE � (SEE PLAN FOR SUBGRADE OVER COMPACT TO 95% MAX DENSITY BSB EX AND CEMENT TREATMENT AREAS) v � O i DRAWN: LPL 0 z - U) NOTE: CHECKED: J N P � EDGE ASPHAL PAVEMENT ��L PETS MOD z 36936 G�ISTt -R G� v ' 2" CRUSHED SURFACING TOP COURSE COMPACT TO 95% MAX DENSITY � SUBGRADE COMPACTED TO -�-- • .4 )0- 95% MAX. DENSITY PER PERMIT CORRECTIONS #2 O ASTM D -1557 OR AS REQUIRED BY GEOTECH 6" THICK CRUSHED SURFACING BASE COURSE � (SEE PLAN FOR SUBGRADE OVER COMPACT TO 95% MAX DENSITY BSB EX AND CEMENT TREATMENT AREAS) v � O i DRAWN: LPL 0 z - U) NOTE: CHECKED: J N P � CONTRACTOR TO REPLACE ALL UNSUITABLE BASE BY Q COURSE MATERIAL COMPROMISED DURING CONSTRUCTION APPROVED: TO ACHIEVE ACCEPTABLE PAVEMENT SUBGRADE PER J GEOTECHNICAL REQUIREMENTS. w NTS p Light Asphalt Pavement z w z EDGE ASPHAL PAVEMENT ��L PETS MOD z 36936 G�ISTt -R G� ffd ULI VI\TLU LmnlNo 8" LONG 0 24" O.C. NTS Concrete Extruded Curb NTS Not Used 5 !I FINISHED GRADE PER PLAN SUBGRADE COMPACTED TO 95% MAX. DENSITY PER ASTM D -1557 OR AS REQUIRED BY GEOTECH (OVER EX SUBGRADE 2' MIN DEPTH WHERE SHOWN ON PLANS) NOTE: CONTRACTOR TO REPLACE ALL UNSUITABLE BASE COURSE MATERIAL COMPROMISED DURING CONSTRUCTION TO ACHIEVE ACCEPTABLE PAVEMENT SUBGRADE PER GEOTECHNICAL REQUIREMENTS. COUGHLIN PORTERLVNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION v � BSB SEATTLE, WA 98104 F: 206/343 -5691 SOUTH P O R T 1� -�-- • .4 )0- ffd ULI VI\TLU LmnlNo 8" LONG 0 24" O.C. NTS Concrete Extruded Curb NTS Not Used 5 !I FINISHED GRADE PER PLAN SUBGRADE COMPACTED TO 95% MAX. DENSITY PER ASTM D -1557 OR AS REQUIRED BY GEOTECH (OVER EX SUBGRADE 2' MIN DEPTH WHERE SHOWN ON PLANS) NOTE: CONTRACTOR TO REPLACE ALL UNSUITABLE BASE COURSE MATERIAL COMPROMISED DURING CONSTRUCTION TO ACHIEVE ACCEPTABLE PAVEMENT SUBGRADE PER GEOTECHNICAL REQUIREMENTS. COUGHLIN PORTERLVNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION " r 801 SECOND AVENUE - SUITE 900 P: 206/343 -0460 BSB SEATTLE, WA 98104 F: 206/343 -5691 SOUTH P O R T 1� scCo DEVELOPME ASPHALT PAVEMENT 2 - #4 CONT. CAST -IN -PLACE CONCRETE - 4" MIN CRUSHED SURFACING TOP COURSE NOTE: INSTALL JOINTS TO MATCH SIDEWALK SPACING OR AT 10' O.C. MAXIMUM nr. INC. 3" CLASS "B" ASPHALT CONCRETE PAVEMENT 2" CRUSHED SURFACING TOP COURSE COMPACT TO 95% MAX DENSITY 6" THICK CRUSHED SURFACING BASE COURSE COMPACT TO 95% MAX DENSITY NTS Heavy Asphalt Pavement h" SLOPE VARIES NTS Concrete Vertical Curb NTS 10Not Used - C Y A 2" MIS, 1/8 R THICKENED ASPHALT WEDGE �- - ASPHALT PAVEMENT PER PLAN CONCRETE PAVING (2) #4 REBAR TOP SEE DETAIL THIS SHEET AND BOTTOM (CONTINUOUS) 4" MIN. THICK CRUSHED SURFACING BASE COURSE NTS Asphalt /Concrete Transition DISCONTINUE WWF AT CONTROL JOINT 3/8" TOOL JOINT 0 8.0' O.C. EACH DIRECTION (MAX). WWF 6x6 - W4.OxW40 CONTRACTION JOINT 0 16.0' O.C. EACH DIRECTION (MAX) . MATCH L'SCAPE PLANS W/ 3/16" x 1-1/2" PREMOLDED CONCRETE SLAB CONTINUOUS MASTIC JOINT STRIP, PER WSDOT 9.04.1(1) _ _ CRUSHED SURFACING BASE - COURSE COMPACT TO 95% MAX DENSITY PER ASTM: D 1557 SCARIFY AND RECOMPACT TOP 6" OF EXISTING SOIL TO 95% MAX DENSITY PER ASTM: D 1557 (SOILS ENGINEER TO APPROVE EX SUB- GRADE PRIOR TO PLACEMENT OF CONC) NOTE: SCORING AND JOINT PATTERN AS WELL AS COLOR AND FINISH ARE TO BE PER L'SCAPE PLANS. 1110 112TH AVE NE SUITE 500_ BELLEVUE WA 98004 425 463 'z0110 I f 425 463 2002 ~ ' MulvanryG2 ccT Z PERMIT CORRECTIONS #1 BSB 2/6/15 r 4 SURVEYED: �= PERMIT CORRECTIONS #2 BSB 3/12/15 f -z DESIGNED: BSB m PERMIT CORRECTIONS #3 BSB 4/3/15 v � O i DRAWN: LPL z - CHECKED: J N P NO. REVISION BY DATE AP P R APPROVED: NTS Concrete Sidewalk Not Used 3 7 Approved By: Approved By: Approved By: Approved By: (3) #4 CONTINUOUS CLASS 3000 CONCRETE 2" CRUSHED SURFACING TOP COURSE Date: Date: Date: Date: l 1 NTS Concrete V- Channel Gutter Section AcnHALT THICKENED EDGE SEE L'SCAPE PLANS FOR FLOW DISPERSAL SURFACES ADJACENT TO RAIN GARDENS FINISHED GRADE scALE: VERTICAL Nw 1988 CITY OF AS NOTED HORIZONTAL.- NAD 19f0/1991 RENTON ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH Planning /Building /Public Works Dept. SCALE ACCORDINGLY ! \�JI I II 7L1 I ! \•LI�I LI\ I JLV I IV1� SEE DETAIL THIS SHEET SUBGRADE NOTES: 1. SEE SPECIFICATIONS FOR GENERAL ASPHALT PAVING NOTES 2. STERILIZE ALL AREAS TO BE PAVED WITH SOIL STERILANT, PRA611TOL 25E OR EQUAL AS RECOMMENDED BY THE MANUFACTURER. NTS Thickened Asphalt Edge R- 381611 THE HOTEL AT SOUTHPORT RENTON WASHINGTON PAVING DETAILS NTS Not Used 12 12/22/201 PAt- DRAr*41c NO- 0510 SHM: X OF: =. Z Z T T 0 Z C r 4 r= �= f -z € == m v � O i I x� � 1 < z r z Z > 0 M D Z G1 Z C m M I x T O r= �= D € == v � O i z - I T O _ T I D € == R _ J- r