The URL can be used to link to this page

Home My WebLink AboutR-385812CD : 3$,58,2, CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUE S. RENTON, WA 98055 A R C H I T E C T S WEAVER ARCHITECTS, INC. 141 1 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering p11cwww.Ipdengirveering.com A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com Professional seal, J. �4 30766IST �� wqc `r`S'jONAL r' No. Issue Description Date 1 PERMIT SET 5.08.15 2 FIRE ACCESS DRIVEWAY 6.12.15 3&P REVISIONS 8.31.15 w4 CONSTRUCTION DOCUMENTS 9.15.15 5 TESC 9.25.15 6 & PERMIT REVISIONS 10.07.15 Q r w D a n by: JLC Ravi ew ed by: L JP 0 Project No: 06071-2015-01 PAVING NOTES AND 0 DETAILS Original drawing is 22" x 34". Scale entities accordingly if reduced 0 0 0 mZ 10=3 a� EACH PARKING SPACE RESERVED FOR PERSONS m 0 1 C mrn m N I7' WITH PHYSICAL DISABILITIES SHALL BE > > � 0 �Z 1 z IDENTIFIED BY A REFLECTORIZED SIGN m 00 M 00 o PERMANENTLY POSTED IMMEDIATELY ADJACENT b METAL POST NOTES: TO AND VISIBLE FROM EACH STALL OR SPACE SAW -CUT, TACK COAT AND1. METAL POSTS SHALL BE TELESPAR CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON SAW-CUT, TACK COAT AND MATCH EX ASPHALT GRADE QUICK PUNCH POST. DARK BLUE BACKGROUND. THE SIGN SHALL MATCH EX ASPHALT GRADE FINISHED GRADE 12" __ EXISTING ASPHALT GRADE 2. FOR IN -SIDEWALK INSTALLATIONS, NOT BE SMALLER THAN 70 SQUARE INCHES IN FINISHED GRADE EXISTING ASPHALT CORE 4" DIAM. HOLE. ANCHOR LENGTH AREA AND SHALL BE CENTERED ON AND JUST 12'► „ MAY BE DECREASED TO 12 . BEYOND THE FRONT EDGE OF THE PARKING \ , ,/ , 3. POST SHALL BE ROLE CARBON ROLLED B STALL SIGNS MAY ALSO BE HUNG ON THE - -_;".� ., `t_ , �- ,,:\ �.\ SHEET STEEL, ASTM A570 GRADE 50 WALL AT THE INTERIOR END OF THE PARKING AND BE HOT DIPPED GALVANIZED SPACE. SIGN MOUNTING HEIGHT SHALL BE 60 EX UNDISTURBED PAVEMENT AASHTO M-120 YIELD STRENGTH 60, 000 INCHES ABOVE THE PARKING SPACE FINISHED PSI MIN. POST SHALL HAVE 7/16 GRADE. EX UNDISTURBED PAVEMENT " SUBGRADE SUB -BASE MUST BE SUB BASE MUST BE SUBGRADE COMPACTED TO 95% MAX. DIE -PUNCHED KNOCKOUTS ON 1 CENTERS FULL LENGTH, FOUR SIDES. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, COMPACTED COMPACTED TO 95X MAX. COMPACTED DENSITY PER ASTM D1557 INA CONSPICUOUS PLACE AT EACH ENTRANCE 4. ANCHOR SHALL HAVE 4 7 16 HOLES ' / DENSITY PER ASTM D1557 TO FIRM AND TO FIRM AND TO OFF-STREET PARKING FACILITIES OR ONE EACH SIDE 2" FROM TOP END. UNYIELDING UNYIELDING IMMEDIATELY ADJACENT TO AND VISIBLE FROM FINISH SHALL BE ZINC HOT DIPPED CONDITION CONDITION 4" HMA CLASS 1 /2" ASPHALT CONCRETE EACH STALL OR SPACE. THE SIGN SHALL BE GALVANIZED MATERIAL TO MEET ASTM PAVEMENT NOT LESS THAN 17 INCHES BY 22 INCHES IN 3" HMA CLASS 1 /2" ASPHALT CONCRETE � DUMMY JOINT ®20 O.C. 3/16 x1 A500 GRADE B. �� SIZE WITH LETTERING NOT LESS THAN 1 INCH PAVEMENT 9" CRUSHED SURFACING BASE 1/2" PREMOLDED CONT MASTIC JOINT 5• DRIVE RIVETS TO BE TL3806 3/8 IN HEIGHT, WHICH CLEARLY AND 6" CRUSHED SURFACING BASE COURSE COURSE PER WSDOT SECTION STRIP (SAWCUT JOINT 0 CONTRACTOR'S DIA. CONSPICUOUSLY STATES THE FOLLOWING: PER WSDOT SECTION 9-03.9(3), 9-03.9(3), COMPACT TO 95% OPTION) 6. CORNER BOLTS TO BE TLC6516M. COMPACT TO 95% MAX DENSITY MAX DENSITY "UNAUTHORIZED VEHICLES PARKED IN BROOM FINISH 4" MIN CONCRETE SIDEWALK DESIGNATED DISABLED PARKING SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR D D LICENSE PLATES ISSUED FOR PHYSICALLY D p p CORNER DISABLED PERSONS MAY BE TOWED AWAY AT p ° SIGN POST SQUARE OWNER'S EXPENSE. TOWED VEHICLES MAY BE BOLT 2" X 2", 14 GAUGE OR SEE NOTE ° ------------ to QUICK PUNCH OR BY TELEPHONING ° GROUND SURFACE » 4" MIN CRUSHED SURFACING TOP COURSE NOTES: 8y ° PAM, PAS 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE NOTES: 22" CONSTRUCT SECTION SHOWN. ` 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE, CONSTRUCT NOTE p ° \,, LOWER SIGN POST ' 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK SECTION SHOWN. SUPPORT COAT. 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 1. MINIMUM CONCRETE 3000 P.S.I. (5 1/2 SACK). \; " 2 �•�; ` 2.5 X 2.5 0. D. wTi. 11"2" MIN 7 GAUGE, 24 LENGTH3. 2. PLACE TOOL JOINTS ®5 O.C.SEE PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. NOTE 5 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 3. IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL DUMMY JOINT ALONG CENTER OF WALK. SIGN ASSEMBLY ATTACH SIGN WITH 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH 4. WHERE REPLACING EXISTING WALK, START NEW WALK AT EXISTING JOINT. MATCH LOWER SIGN • 2 DRIVE RIVETS GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH EXISTING SCORING PATTERN & CONCRETE FINISH. 0 0 0 0 POST SUPPORT SEE NOTE 5 COMPACTION REQUIREMENTS PRIOR TO PAVING. GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION SIGN POST REQUIREMENTS PRIOR TO PAVING. ° ° ° DRIVE RIVET OR 0 0 0 0 HEX BOLT (TYP) 0 0 0 0 o BOLT STOP FOR 0 0 SIGN POST 0 0 NTS NTS NTS NTS ARIR&T PAVEMENT Iiiii&VY DM ASPHALT PAVEMM3 2 cowRm WALK ADA S�MGN W/P06T 4 DESIGN SPECIFICATIONS - PERMEABLE PAVERS PERMEABLE PAVERS PROVIDE A SOLID SURFACE BUT ALLOW NATURAL DRAINAGE AND MIGRATION OF WATER INTO THE EARTH BY PERMITTING WATER TO DRAIN THROUGH THE SPACES BETWEEN THE PAVERS. USES: SIDEWALKS, PATIOS, PARKING AREAS, AND DRIVEWAYS. 1. A MINIMUM OF 6 INCHES OF FREE -DRAINING SAND OR GRAVEL BASE IS REQUIRED UNDER THE POROUS CONCRETE SURFACE. B 2. THE FREE -DRAINING BASE SHALL HAVE LESS THAN 5% FINES (MATERIAL PASSING THE #200 SIEVE) BASED ON THE FRACTION PASSING THE #4 SIEVE. '•''•'''•'''' THROUGH JOINT 3. THE POROUS PAVERS SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT •'•'•'•'•'•'•' SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. '�'''''''�'''• • ' ' ' ' WI DTH PER PLAN COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO 2 LAYERS 4" WHITE PAINT 6" 0 SCH. 40 �•�•�•�•:•:•:• CW BUILDING FACE CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED STRIPE GALV. STEEL 4,'�'�'�'�'�'�' .....%o USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER ARE POURED S PIPE FILL W/ �, ° CONCRETE PAINT :�:�:=:=:�:�:� A :::::::::::::: A 6" CONC 4 ONTO THE PAVEMENT SURFACE ALL AT ONCE FROM A 5 -GALLON BUCKET. IF NOTHING BUT A SCANT AMOUNT OF ......0 e PIPE YELLOW . , ..... ....... WALK L 4. WATER PUDDLES OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS FINISH GRADE. SLOPE CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. IF THIS TEST IS NOT f}vS.: •�,- +� if AWAY FROM BOLLARD 1 a ° B 12:1 MAX SLOPE 1 I --a CONC TRAFFIC CURB CONCLUSIVE, THEN A 6 -INCH RING SEALED AT THE BASE TO THE PAVEMENT SURFACE SHALL BE USED TO MEASURE THE ACTUAL RATE OF ABSORPTION. f: 4 c a 4 » 3 -0 MIN WIDTH c,� 5. SIDEWALKS AND PATIOS ON PRIVATE PROPERTY NOT SUBJECT TO VEHICLES 1' 2-1 /2» 1 -5» a a Q SECTION B -B SHALL BE A MINIMUM OF 4 INCHES THICK AND SHOULD HAVE A MINIMUM a ° ASPHALT PAVEMENT - 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. 3-1 /2" :. - a 0 o 4, AS SHOWN ON CW I w DRAWINGS a ° TYP NO 8 AGGREGATE IN OPENINGS f. ,..., 4" 4` ° 4 ROUND CONC. CONC VERTICAL CURB CONCRETE PAVERSNNN�i. € mm) THICK :5 a FOOTING FULL a \ BUILDING FACE k 5 DEPTH a \ CIJRR EDGE RESTRAINT WITH CUT-OUT FOR OVERFLOW DRAINAGE 'CURB SHO s ' j•`h zsfu SECTION A -A /S S N i,a '. r MIR f ' s s, x s f Y r \ CP 0 A BEDD COURSE 1X112 TO 2"(40 TO 50 mm THICK ,5 T'YP. O.8 AGGREGATE) o 5 N` 0 kt i f.•f 5:5 <l: TRUNCATEDM DOMES a rano �a�1. THICICNO. �� STONE 3 a', � E .,3:s.G3 .,33. ,.b..9 „.., 411! DETECTABLE WARNING BLE G • • Y PEN-GRA[)ED BASE • 4 iN A 'fi:: Sa5< fz ,,, .' ,.iYS- • • PER WSDOT STD • . •.� • •. -0-00. • PLAN F 45 1•�'�'� o V O �. O ♦ ♦ • MIN'. ' { 150 THI K ,� � • `' w NO. 2 STONE Sl BASE •� y • 'T1f _ ' • • ' • • • FULL WIDTH OF o'' OPTIONAL, GOTEXTILE ON BOTTOM AND I I I� I �1 I I I I �I I I SIDES OF OPENS GRADED BASE 1'-4" 8" 11" .., RAMP. ♦ ; ,, • . ♦ , ' . ; ; ; : ♦ • SOIL SUBGRADE - ZERO SLOPE Eco-Priora is a trademark of Uni- Group USA. TWO LAYER WHITE PAINT h. { .3tn3. 3 MMIM. _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS s 40, Daft: 3 NTS NTS NTS BY: �: NTS ADA STALL AND BLOCKOUT sM BY: Daft: PAVEM CD : 3$,58,2, CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUE S. RENTON, WA 98055 A R C H I T E C T S WEAVER ARCHITECTS, INC. 141 1 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering p11cwww.Ipdengirveering.com A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com Professional seal, J. �4 30766IST �� wqc `r`S'jONAL r' No. Issue Description Date 1 PERMIT SET 5.08.15 2 FIRE ACCESS DRIVEWAY 6.12.15 3&P REVISIONS 8.31.15 w4 CONSTRUCTION DOCUMENTS 9.15.15 5 TESC 9.25.15 6 & PERMIT REVISIONS 10.07.15 Q r w D a n by: JLC Ravi ew ed by: L JP 0 Project No: 06071-2015-01 PAVING NOTES AND 0 DETAILS Original drawing is 22" x 34". Scale entities accordingly if reduced 0 0 0 mZ 10=3 a� Z m 0 1 C mrn m N I7' O > > � 0 �Z 1 z m m 00 M 00 o b I D T m �o oc rn a] Cn rn 1>1• �i � Z no z m 0 D 0 a a z 0 z C 3to m D T 0 I$ 5 4 �E 10=3 tTj �y 1 C O N I7' O > > � 0 �Z 1 00 (10A 00 D T 0 I$ 5 4 �E