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HomeMy WebLinkAboutR-435437LO Ict O i 0 w z SAWCUT, TACK COAT AND MATCH EX ASPHALT GRADE FINISHED GRADE 12" MIN 2" CLR JOINT 1 2 3 2" CLR EXISTING ASPHALT (TYP) SEE DETAILS Laos WWF 4x4 W2.9x2.9 (�,P) z_ (APPLIES TO BBQ FINISHED GRADE CENTERED #4 REBAR © 12" O.C., TWO WAYS PATIO ONLY) FINISHED GRADE t" RADIUS EDGES TYP ( ) N �o O�Qo 0 0 0 Qoo o Do o 0 ° ° o z g oC>000 o a- ° a o o 00 0 00 0 o� o: o� \�. o: o. EX UNDISTURBED BASE OR o o a a a o oo. o p' SUB -BASE MUST BE COMPACTED �.o�...�. �... _ 0 0 0 0 0 0� o� Oo°O�Oo°O�Oo°O o°O Oo°O�Oo°O Oo°O Oo O;�oO 0 00 0: 00 O;�o TO 95% OF MAX DENSITY 0 o Oo 0 0 o Oo o Oo o Oo o Oo o � AT ASPHALT TRANSITION // // // // / 00 0 0 SEE DETAIL(l) SUBGRADE COMPACTED PAVEMENT CEMENT CONCRETE PER GEOTECHNICAL CRUSHED SURFACING TOP COURSE COMPACTED SUBGRADE RECOMMENDATION COMPACT TO 95% OF MAX DENSITY CRUSHED SURFACING BASE COURSE CL 4000 CEMENT CONCRETE NOTE: COMPACT TO 95% OF MAX DENSITY LCRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE COMPACT TO 95% OF MAX DENSITY PER GEOTECHNICAL CRUSHED SURFACING BASE COURSE 1. MINIMUM CONCRETE 3000 P.S.I.. RECOMMENDATIONS COMPACT TO 95% OF MAX DENSITY 2. PLACE EXPANSION JOINTS @ 10' O.C. TYPICAL ON WALKWAY PATHS UNLESS OTHERWISE NOTED ON STRUCTURAL FILL COMPACT TO NDI MAX DENSITY OR EX SUBGRADE MOISTURE CONDITIONED ARCHITECTURAL OR LANDSCAPE ARCHITECTURAL DRAWINGS. COMPACTED TO 95% OF MAX DENSITY NOTES: 3. PLACE CONTRACTION JOINTS © 10' O.C. TYPICAL ON WALKWAY PATHS UNLESS OTHERWISE NOTED ON NOTES: 1. MINIMUM 4,000 P.S.I., AIR ENTRAINED. ARCHITECTURAL OR LANDSCAPE ARCHITECTURAL DRAWINGS. 1. IF EXISTING PAVEMENT SECTION IS THICKER, NOTIFY ENGINEER. OTHERWISE CONSTRUCT SECTION SHOWN. 2. PROVIDE CONTRACTION JOINTS AT A MAXIMUM SPACING OF 15' O.C. AND A LENGTH TO WIDTH RATIO NO 4. IF WALKWAY PATH IS OVER 10' WIDE, PLACE LONGITUDINAL CONTRACTION JOINT. AT CENTER OF PATH UNLESS 2. SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. LONGER THAN 1.25, NO ACUTE ANGLES, UNLESS OTHERWISE NOTED. OTHERWISE NOTED IN ARCHITECTURAL OR LANDSCAPE ARCHITECTURAL DRAWINGS. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 4. PROOF ROLL SUBGRADE TO REMOVE AND SOFT SPOTS. 5. WHERE MEETING OR MATCHING EXISTING WALKWAY PATH, START NEW WALKWAY AT EXISTING JOINT. MATCH EXISTING 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH STRUCTURAL FILL. CONTRACTOR SCORING PATTERN & CONCRETE FINISH. 5. HEAVY BROOM FINISH. SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. 6. FOR PLAZA CONCRETE, PLACE CONTRACTION JOINTS AT A MAXIMUM SPACING OF 10' O.C. AND A MAXIMUM LENGTH 5. FINAL LIFT OF NEW ASPHALT SHALL BE CONSTRUCTED W/ THE OVERLAY OF THE ADJACENT EXISTING PAVEMENT. TO WIDTH RATIO 1.25' UNLESS OTHERWISE NOTED ON ARCHITECTURAL OR LANDSCAPE ARCHITECTURAL DRAWINGS. NITS 7. COLOR AND FINISH PER ARCHITECTURAL OR LANDSCAPE NTS HEAVY DUTY CONCRETE PAVEMENT 1 2NTS ARCHITECTURAL DRAWINGS. CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT Z N FINISHED GRADE '_1 AT CONCRETE TRANSITION C', SEE DETAIL o�0� CONCRETE VERTICAL CURB z 0 0 0� TAPER O;c,�50:0; 00 O:�oO O:�o. TACK COAT 8" OR THICKNESS OF co z °�o o�° ° P. ° o ADJACENT PAVEMENT THICKENED EDGE AS REQUIRED PAVEMENT IF > 8' o - 3:o. °�: o o. ° o. _ 3 N FINISH GRADE O:C>oO O:C>o S, 1 ° CONCRETE PAVEMENT ASPHALT PAVEMENT 0 0 0 1 2 PER DETAIL PER DETAIL 3 4 of QZ411 SUBGRADE COMPACTED `HMA CLASS 1 /2" ASPHALT CONCRETE Ld cd of o PER GEOTECHNICAL PAVEMENT , z J ADJACENT PAVEMENT Ld _ o z a a RECOMMENDATION CRUSHED SURFACING BASE COURSE -- FINISH GRADE o o o o a a Oo��0o00��000 COMPACT TO 95% OF MAX DENSITY 0 _ _ 00� 000� 000� 000� 0� 0 0� 000� 000 boo boo boo boo boo �o Q 0 �a oo o 0 0 oo 00 Ooo Ooo Ooo 0 O o 00 Ooo 0 STRUCTURAL FILL COMPACT TO 95% MAX DENSITY o o CONCRETE CURB Q � o moo moo moo � o Oo moo o \\\\\\\\\\\\ OR EX SUBGRADE MOISTURE CONDITIONED z� BELOW GRADE COMPACTED TO 95% OF MAX DENSITY w m woo' \/\/\/\/\/\/\/\/\/\/\ NOTES: LLJ v Ai�Ai�Ai�Ai�Ai 1. IF EXISTING PAVEMENT SECTION IS THICKER, NOTIFY ENGINEER. OTHERWISE CONSTRUCT SECTION SHOWN. z � z o o iVAiVAiVAiVAiVAiVAiVAiVAiVAiVAiVAi iVAiVA�VA VA�VA�VA�\ VAiVAiVAi, iVAi 2. SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. m < 0 12" MIN 12" MIN 12" MIN COMPACTED 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. Q SUBGRADE 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH STRUCTURAL FILL. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. 5. FINAL LIFT OF NEW ASPHALT SHALL BE CONSTRUCTED W/ THE OVERLAY OF THE ADJACENT EXISTING PAVEMENT. IT NITS ASPHALT PAVEMENT CURB TAPER 5 ASPHALT TO CONCRETE TRANSITION0 6 RESERVED RESERVED EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES PARKING PARKING SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE TWO APPLICATIONS ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 ADA BLUE PAINT 2 LAYERS 4" WHITE PAINT erAl wxm wKp SQUARE INCHES IN AREA AND SHALL BE CENTERED ON AND JUST BEYOND THE STRIPE psrrrfflotmw PSWREouM FRONT EDGE OF THE PARKING STALL. SIGNS MAY ALSO BE HUNG ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE. SIGN MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE PARKING SPACE FINISHED GRADE. VAN ATTACH SIGN WITH 2 AOCIESSIBLEDRIVE RIVETS AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT SEE NOTE 5 rp U_4�2 EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY Aso ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE CORNER SIGN POST SQUARE NOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS BOLT SEE 2"x2", 14 GAGE 25A" o THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE NOTE 6 o QUICK PUNCH 0 FOLLOWING: 21 M N 0 GROUND SURFACE " UNAUTHORIZED VEHICLES PARKED IN DESIGNATED DISABLED PARKING SPACES 5�" Co NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE. ANCHOR SQUARE TOWED VEHICLES MAY BE RECLAIMED AT ------------ OR ----------- f 22A" N ° ; 2.5" X 2.5" O.D. 7 OR BY TELEPHONING -___----___-- - °° GAUGE, 24" LENGTH /i SEE NOTE 5 �, 18-43 METAL POST NOTES: 251" „ 151 C,41 12 MIN 1. METAL POSTS SHALL BE TELESPAR QUICK PUNCH POST. 1.0 28" ITS SQUARE METAL POST 2. FOR IN -SIDEWALK INSTALLATIONS, CORE 4" DIAM. HOLE. ANCHOR LENGTH NOT USED 9 MAY BE DECREASED TO 12. SIGN ASSEMBLY LOWER SIGN POST 3. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A570 GRADE 50 SUPPORT AND BE HOT DIPPED GALVANIZED AASHTO M-120 YIELD STRENGTH ® 60,000 PSI MIN. POST SHALL HAVE 7/16" DIE -PUNCHED KNOCKOUTS jo 0 0 SIGN POST ° ° ON 1" CENTERS FULL LENGTH, FOUR SIDES. _ N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DRIVE RIVET OR 0 0 .0 0 4. ANCHOR SHALL HAVE 4 7/16" HOLES ONE EACH SIDE 2" FROM TOP _ 0 0 0 0 o HEX BOLT (TYP) END. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET TWO APPLICATIONS N N o ASTM A500 GRADE B. WHITE PAINT 0 0 BOLT STOP FOR 5. DRIVE RIVETS TO BE TL3806 3/8" DIA. 0 o SIGN POST 6. CORNER BOLTS TO BE TLCB516M. 0 0 1�6/ 0 oNTS 7 5,-4„ NTS 8 ISOMETRIC VIEW ADA SIGN WITH POST ADA STALL AND BLOCKOUT STRIPING T ARCHITkCTURE + PLANNIING + DESIGN 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 1932 First Ave Suite 500 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www.lpdengine rRm Co T O O� G �F WASy1� L J PERMIT RESUBMITTAL No. Description 6 City Comments Project Title: �0 J r m � O Z LLI = o V ~ Q - Z J 1--.4o Z w W z LL1 Z o - w -a LL Sheet Title: PAVING & UTILITY DETAILS Scale: As indicated Project No.: 21-12 Date : 08/21/2025 Sheet Number O O O O N Date: 8/21 /2025 z O z w Of R-435437