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HomeMy WebLinkAboutR-394412SAW -CUT, TACK COAT AND EACH PARKING SPACE RESERVED FOR PERSONS Call 3 Working De S MATCH EX ASPHALT GRADE METAL POST NOTES: WITH PHYSICAL DISABILITIES SHALL BE Before You DIGI FINISHED GRADE EXISTING ASPHALT IDENTIFIED BY A REFLECTORIZED SIGN Oi 12 1. METAL POSTS SHALL BE TELESPAR PERMANENTLY POSTED IMMEDIATELY ADJACENT o,a QUICK PUNCH POST. TO AND VISIBLE FROM EACH STALL OR SPACE ° O 2. FOR IN -SIDEWALK INSTALLATIONS, CONSISTING OF A PROFILE VIEW OF A CORE 4" DIAM. HOLE. ANCHOR LENGTH WHEELCHAIR WITH OCCUPANT IN WHITE ON 1-800-424-5555 MAY BE DECREASED TO 12". DARK BLUE BACKGROUND. THE SIGN SHALL 3. POST SHALL BE ROLLED CARBON NOT BE SMALLER THAN 70 SQUARE INCHES IN EX UNDISTURBED PAVEMENT W SHEET STEEL, ASTM A570 GRADE 50 AREA AND SHALL BE CENTERED ON AND JUST SUB -BASE MUST BE SUBGRADE COMPACTED U MAX. AND BE HOT DIPPED GALVANIZED BEYOND THE FRONT EDGE OF THE PARKING COMPACTED AASHTO M-120 YIELD STRENGTH 60,000 STALL. SIGNS MAY ALSO BE HUNG ON THE TO FIRM AND DENSITY PER ASTM D1557 PSI MIN. POST SHALL HAVE 7/16" WALL AT THE INTERIOR END OF THE PARKING UNYIELDING » „ GEOBLOCK 5150 DIE -PUNCHED KNOCKOUTS ON 1 " SPACE. SIGN MOUNTING HEIGHT SHALL BE 60 CONDITION 3 HMA CLASS 1 /2 ASPHALT CONCRETE POROUS CENTERS FULL LENGTH, FOUR SIDES. INCHES ABOVE THE PARKING SPACE FINISHED PAVEMENT TOPSOIL WITH GRASS PAVEMENT 4. ANCHOR SHALL HAVE 4 7/16" HOLES GRADE. 6" CRUSHED SURFACING BASE COURSE PER PER LANDSCAPE DWGS SYSTEM ONE EACH SIDE 2" FROM TOP END. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, WSDOT SECTION 9-03.9(3), COMPACT TO 95% FINISH SHALL BE ZINC HOT DIPPED IN A CONSPICUOUS PLACE, AT EACH ENTRANCE MAX DENSITY GALVANIZED MATERIAL TO MEET ASTM TO OFF-STREET PARKING FACILITIES, OR STANDARD DUTY ASPHALT PAVEMENT / (r 1 �� 1 A500 GRADE B. / IMMEDIATELY ADJACENT TO AND VISIBLE FROM / 5. DRIVE RIVETS TO BE TL3806 3/8" EACH STALL OR SPACE. THE SIGN SHALL BE DUMMY JOINT © 20' O.C. 3 16"x1 SAW -CUT, TACK COAT AND 2 IN ® ® DIA. NOT LESS THAN 17 INCHES BY 22 INCHES IN 1 /2" PREMOLDED CONT MASTIC JOINT MATCH EX ASPHALT GRADE OOoo OoODO0oo0o0ou0 Ooo0U0ooO�0o�0 O000O�000O�000 6. CORNER BOLTS TO BE TLCB516M. SIZE WITH LETTERING NOT LESS THAN 1 INCH STRIP (SAWCUT JOINT CONTRACTOR'S �� 0� o D o 0 o U o 0 o U o� 0 00 O o� IN HEIGHT WHICH CLEARLY AND OPTION FI GRADE 12„ EXISTING ASPHALT �000 00�000�000�000�000�000�000�00�0�00�0�0 CONSPICUOUSLY STATES THE FOLLOWING: ) All asphalt to be Oo 0 0 o Oo o Oo o Oo o Oo o Oo o Oo o Oo o Oo o p 0�� O�,o Op�o Op�o Op�o O��o Op�o Op�o O��o Op�o standard duty Oo Ooo� O000 Ooo� Ooo� O000 Ooo� O000 Ooo� Ooo� CORNER SIGN POST SQUARE BROOM 4" MIN CONCRETE SIDEWALK �� �� �� �� �� �� �� �� �� �� BOLT "UNAUTHORIZED VEHICLES PARKED IN FINISH � X.����������������!/o ���������!/�� SEE NOTE 7 2 X 2", 14 GAUGE DESIGNATED DISABLED PARKING SPACES NOT QUICK PUNCH DISPLAYING DISTINGUISHING PLACARDS OR >, o 20 ° P ° p p ° p° o D - - ° EX UNDISTURBED PAVEMENT GEOTEXTILE FABRIC. 0 GROUND SURFACE LICENSE PLATES ISSUED FOR PHYSICALLY ° ° o SUB -BASE MUST BE MARAFI 140N OR DISABLED PERSONS MAY BE TOWED AWAY AT SUBGRADE EX SUBGRADE MOISTURE APPROVED EGUAL o OWNER'S EXPENSE. TOWED VEHICLES MAY BE o 0 0 0 o 0 0 0 o 0 0 o 0 0 0 COMPACTED COMPACTED TO 95% MAX. CONDITIONED COMPACTED TO g" j RECLAIMED AT ____________ OR TO FIRM AND TY PER ASTM D1557 95% MAX DENSITY PER ASTM �' ___________ OR BY TELEPHONING % %/ ��./��./��./��!�<!�;��; UNYIELDING 2" HMA CLASS ' /2" ASPHALT CONCRETE D1557 22» ------------ 4" MIN CRUSHED SURFACING CONDITION PAVEMENT o TOP COURSE 6" CRUSHED LOWER SIGN POST RESERVED RESERVED 4" CRUSHED SURFACING BAS RSE PER SURFACING BASE SUPPORT PARKING PARKING WSDOT SECTION 9-03.9(3), COMPA 95% COURSE 2» �������7 2.5 X 2.5 0.D. LIGHT DUTY ASPHALT PAVEMENT MAX DENSITY 12" MIN 7 GAUGE, 24 LENGTH NOTE: SEE NOTE 5 NOTES: SIGN ASSEMBLY NOTES: ®M 1. MINIMUM CONCRETE 3000 P.S.I. (5 1 /2 SACK). STATE CBA�®PAIgiO STATE DBABL®PAAO�p 1. INSTALL GEOBLOCK 5150 POROUS PAVEMENT SYSTEM BY PRESTO LOWER SIGN PEFNRRA31WM PBWFEQtMW 2. PLACE TOOL JOINTS ON WALKWAY WITHIN ROW TO MATCH EX SIDEWALK SCORING 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE GEOSYSTEMS PER MANUFACTURE'S RECOMMENDATIONS. 0 0 SIGN POST 0 0 POST SUPPORT PATTERN. TOOL JOINT ON -SITE SHALL BE PER SHEET L001. CONSTRUCT SECTION SHOWN. 0 0 o 0 DRIVE RIVET OR VAw ATTACH SIGN WITH 3• IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL DUMMY JOINT WITHIN WALK 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK 2. LAYOUT OF GEOBLOCK TRAYS SHALL BE HERRINGBONE PATTERN. 0 0 0 0 HEX BOLT (TYP) ACHE 2 DRIVE RIVETS TO CORRESPOND TO JOINTING PER LANDSCAPE. COAT. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. o o ° SEE NOTE 5 4. WHERE REPLACING EXISTING WALK, START NEW WALK AT EXISTING JOINT. MATCH 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH 0 0 BOLT STOP FOR EXISTING SCORING PATTERN & CONCRETE FINISH. GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS 0 0 SIGN POST COMPACTION REQUIREMENTS PRIOR TO PAVING. o 0 ISIV 5 NTS NITS NITS NITS ASI-003 GRASS -FILLED GEOBLOCK PERVIOUS SURFACE 2 ADA I W P T 3 CONCRETE STRIP AND WALKWAY STANDARD AND LIGHT DUTY ASPHALT PAVEMENT � SIGN OS ISOMETRIC VIEW / 2 LAYERS 4" WHITE PAINT STRIPE S\��2 3» UNCO SUBG LANDING, SEE rA NOTE 3 �Q'NG 1 4' DETECTABLE WARNING I MIN. (SEE DETAIL) 3/8" FULL DEPTH 3/8" FULL DEPTH LT TOP EXPANSION JOINT �p EXPANSION JOINT ASPHALT PAVEMENT DIRECTION OF 6„ BROOM FINISH, f 1 CONCRETE SIDEWALK 12 BASE COURSE PERMEABLE TYP. FLARE FLARE c AGGREGATE 8" I 12" SAND TREATMENT LAYER f ° D 1'-5» NOTES: A 3/s" FULL DEPTH EXPANSION 1' 2-1 /2'JOINT BETWEEN CURB AND o o �o o �o o 5 4 51 3-1/2" 1. MATERIAL FOR SAND TREATMENT LAYER SHALL MEET ONE OF THE FOLLOWING SPECIFICATIONS: CURB RAMP IF POURED OooO oo�O oo�O boo D OooO DooO oo�O 1.1. SAND MEDIA SPECIFICATIONS FOUND IN TABLE 6.5.2.0 OF THE 2009 KING COUNTY SURFACE MIN.* MIN. MIN.* MONOLITHIC 000 000 000 000 000 000 000 0 WATER DESIGN MANUAL. 4 „ C U R B RAMP TYPE 1 5' 5" ',9 5 1 V-8» MPACTED RADE O000 °Opoo:°O aoo °Opoo:°O 00 Doo o Oeo Oo eo O ° °Ooo° Doo O000 Oeo �poo °Opoo:°O aoo °. o05 opoo. �o:o Ooo Oeo Do 3" PERVIOUS ASPHA COURSE 2" CHOKER COURSE IAELE 6.5.2.C- _ Z} IEUL SPECIFIC__ TI{=r' S t_I S. Sieve Size F'rr _:rrlt pacsiin0 U-S. No_ 4 45 to 100 pervert U S. No. 8 0 to 1000 pervert U.c;. No. 16 40 to 90 percent 1.10. 30 '�5 to 75 percent S0 2 to 15 percent U.L. No. 100 Less than 4 percent U. s _ No. 200 Less than 2 percent * SEE ENGINEER FOR APPROVAL OF LARGER 12H:1V (8.3%) MAX. DIMENSION. 8" MIN 4' MIN. SLOPE AND 6' MIN. FLUSH CURB LANDING RAMP 2" 5„ 6" TOP OF 2% 5» ROADWAY NITS CEMENT CONCRETE SIDEWALK 3/8" FULL DEPTH EXPANSION ASPHALT/CONCRETE TRANSITION 1 V" " " 1.2. OPTION 1 OR 2 FOR SAND MEDIA PRESENTED IN SECTION 6.2.4.2.1.E OF THE 2009 KING JOINT IF POURED MONOLITHIC TWO LAYER -481 1 COUNTY SURFACE WATER DESIGN MANUAL. R-394412 WHITE PAINT Paint ADA symbol over blue 3/8" FULL DEPTH DETECTABLE WARNING square EXPANSION PATTERN (SEE DETAIL) IN COMPLIANCE WITH CITY OF RENTON STANDARDS JOINT IF POURED MONOLITHIC SECTION A —A DEVELOPMENT ENGINEERING Ann Fowler 07/13/2017 2. CONTRACTOR SHALL PROVIDE, TO THE CITY OF RENTON PUBLIC WORKS INSPECTOR, FROM THE SAND L SUPPLIER OR BY A SOILS TESTING LABORATORY, CERTIFICATION THAT THE SAND MEETS ONE OF THE NITS ABOVE CRITERIA PRIOR TO INSTALLATION. NITS NTS 7 SURFACE WATER UTILITY J ADA STALL AND BLOCKOUT STRIPING 5 PERVIOUS ASPHALT PAVEMENT 6 CONCRETE RAMP rstraka 07/14/2017 ' I A� ADDENDUM #3 4 28 17 OF \NASq/� '� SURVEYED: SCALE: VERTICAL: NAVD 1988 • DATE: 1932 First Ave 7' �w C� 4 ADDENDUM 4 5 5 17 , HORIZONTAL: NAD 1983/1991 SUNSET COURT APARTMENTS 5/5/2017 Suite 201 �-1 �� �" 7J 2 PERMIT REVISIONS 5 5 17 DESIGNED: 1 —20 CITY OF FlELDBOOK: Seattle, WA 98101 CONFORMED SET 5 19 17 Lip 1144-1158 HARRINGTON AVE NE p. 206.725.1211 4 PERMIT REVISIONS 6 29 17 D�'W"` SWP RENTON RENTON WA 98056 PAGE: f. 206.973.5344 � ONE INCH DATUM DRAWING No: S Gl FINAL PERMIT SET 7/13/171 rCHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C3.1 engineering p I I c www.lpdengineering.com v' C NOT ONE INCH i � NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY PAVING DETAILS SHEET: 1 2 OF: L0 qT l] H H H 7•] 13 Z W Q CL a cr �M 0 0 F- 'W'^^ v, Z