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HomeMy WebLinkAboutR-398742I UJI Z 0 Z Q J 0 Z a a 0 a 0] RM I 0 L0 0 1 N N T_l, EXPANSION JOINT NOTE: 2 LAYERS 4" STRIPE WHITE PAINT C0P#1 2/23/2018 � 3/4'0x18" LOAD TRANSFER 00 #4 © 18" O.C. EACH SMOOTH DOWEL BAR W/MIN DUMMY JOINT @ 20' O.C. 3/16"x1 1/2" FOR ON -SITE USE ONLY S� � WAY MIN 2" COVER 9" EMBEDMENT @ 12" O.C. PREMOLDED CONT MASTIC JOINT STRIP �/2�, 3 (SAWCUT JOINT @ CONTRACTOR'S OPTION) D° • • 3 • 4" MIN CONCRETE O�Q-, BROOM SIDEWALK c S' W o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FINISH _7 O O O O O O O O O�Qo O�Q Qo O�Qo O�Qo O�Qo O�Qo O�Qo O�Qo O�Qo D D D D. D ° ° D° 1 ' 2-1 /2" p.. . .p� ° ..D - 3 1/2" ,O�O.O,O�O.O,O�O.O,O�O.O,O�O.O,O�O.O,O� 0 00 a :oo 0 0 0 :�00 0 :�00 0 :�00 0 :�00 0 :�00 0... �00 0 :�00 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0o.. EACH PARKING SPACE RESERVED FOR PERSONS Q �. O � O � O � O � O p. Q �. Q C?�o _ Quo _ Quo _ Quo _ Quo _ Duo - Duo - , 4 METAL POST NOTES: WITH PHYSICAL DISABILITIES SHALL BE �. 0: O:O:�oO O �oO:. o a:. 0 0:0 0 0 0 0 0 0 0:o a:o o:o 0 O:. O: O: O: O:. O:. O:. O:. 4" MIN CRUSHED SURFACING 5" IDENTIFIED BY REFLECTORIZED SIGN 1. METAL POSTS SHALL BE TELESPAR QUICK PUNCH PERMANENTLY POSTED IMMEDIATELY ADJACENT w�/,v�/v�/�A�/VA�wA, TOP COURSE 5» POST. CORE 4" DIAM. CONSISTING VISIBLETO AND OF A PROFILE VIEW AOF ALL SPACE 2. FOR IN INSTALLATIONS, -SIDEWALK r �� 6 CEMENT CONCRETE _ HOLE. ANCHOR LENGTH MAY BE DECREASED TO WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK Z PAVEMENT 4000 PSI �� 5 „ CO 5 12". BLUE BACKGROUND. THE SIGN SHALL NOT BE 0 3" COMPACTED DEPTH 5/8" MINUS .g 3. POST SHALL BE ROLLED CARBON SHEET STEEL, SMALLER THAN 70 SQUARE INCHES IN AREA NOTE: 1'_8" ASTM A570 GRADE 50 AND BE HOT DIPPED AND SHALL BE CENTERED ON AND JUST CRUSHED SURFACE TOP COURSE A�' 01`. GALVANIZED AASHTO M-120 YIELD STRENGTH BEYOND THE FRONT EDGE OF THE PARKING Q 3 COMPACTED DEPTH 1-1 /4 MINUS 1. MINIMUM CONCRETE 3000 P.S.I. (5 1 /2 SACK). 60,000 PSI MIN. POST SHALL HAVE 7 16" STALL. SIGNS MAY ALSO BE HUNG ON THE / CRUSHED SURFACE BASE COURSE 2• PLACE TOOL JOINTS ON WALKWAY WITHIN ROW TO MATCH EX SIDEWALK SCORING DIE -PUNCHED KNOCKOUTS ON 1 CENTERS FULL WALL AT THE INTERIOR END OF THE PARKING CA PATTERN. TOOL JOINT ON -SITE SHALL BE PER SHEET L001. LENGTH, FOUR SIDES. SPACE. SIGN MOUNTING HEIGHT SHALL BE 60 W NOTES: 12" (MIN) GRAVEL BORROW COMPACTED TO 3. IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL DUMMY JOINT WITHIN WALK 4. ANCHOR SHALL HAVE 4 7/16" HOLES ONE EACH INCHES ABOVE THE PARKING SPACE FINISHED 95% MAX DENSITY PER ASTM D1557, OR TO CORRESPOND TO JOINTING PER LANDSCAPE. SIDE 2" FROM TOP END. FINISH SHALL BE ZINC GRADE. W 1. PLACE CONTRACTION JOINTS AT MAX 10' O.C. EXISTING SUBGRADE MATERIAL FIRM AND IN BOTH DIRECTIONS ON SLAB. CONTRACTION UNYIELDING AS DETERMINED BY A 3-PASS 4. WHERE REPLACING EXISTING WALK, START NEW WALK AT EXISTING JOINT. MATCH EXISTING SCORING PATTERN & CONCRETE FINISH. HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM AN ADDITIONAL SIGN SHALL ALSO BE POSTED, A500 GRADE B. IN A CONSPICUOUS PLACE, EACH ENTRANCE PROOF ROLL WITH A FULLY LOADED DUMP 1 -4 8 11 JOINTS SHALL BE MADE BY SAW -CUT OR TRUCK. TWO LAYER 5. DRIVE RIVETS TO BE TL3806 3/8" DIA. TO OFF-STREET PARKING FACILITIES, OR CI TOOLED INTO CONCRETE DURING PLACEMENT. WHITE PAINT 6. CORNER BOLTS TO BE TLCB516M. IMMEDIATELY ADJACENT TO AND VISIBLE FROM NTS 2• FINISH & JOINTING PER ITS 2NTS EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHES BY 22 INCHES IN LANDSCAPE. HEAVY DUTY CONCRETE PAVEMENT CONCRETE WALKWAY ADA STALL AND BLOCKOUT STRIPING3 SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND NOTE: CONSPICUOUSLY STATES THE FOLLOWING: FOR ON -SITE USE ONLY CORNER BOLT SIGN POST SQUARE SEE NOTE 7 0 "UNAUTHORIZED VEHICLES PARKED IN 2 X 2", 14 GAUGE DESIGNATED DISABLED PARKING SPACES NOT 2" 00 QUICK PUNCH DISPLAYING DISTINGUISHING PLACARDS OR 5-1/2" 2' MINIMUM 0 GROUND SURFACE LICENSE PLATES ISSUED FOR PHYSICALLY SLOPE VARIES DISABLED PERSONS MAY BE TOWED AWAY AT HEAVY DUTY 1'R• y�v, / o o ° D //w�w�w OWNER'S EXPENSE. TOWED VEHICLES MAY BE 0 ASPHALT PAVEMENT 6-FOOT WIDE 8» j RECLAIMED AT _______ OR / HEAVY DUTY CONCRETE , ASPHALT p RECYCLED PLASTIC y j ------ OR BY TELEPHONING C4.O C4.O OR PERMEABLE PAVEMENT 6 PAVEMENT D o WHEELSTOP (GREY) 22" i " LOWER SIGN POST 811 D D II 'D RESERVED RESERVED SUPPORT PARKING PARKING 2.5 X 2.5 0. D. 2 7 GAUGE, 24" LENGTH .. D 0�� o 0 0 0 0 0 0 D .: :• ..,• ....,:: SEE NOTE 5 O�Qo O�Qo O�Qo O�Q OpQo OpQo OpQo Op O �o O �o O �o O �o �o O �o O �o O Ooo Ooo Ooo Ooo Ooo Ooo Ooo 0 O O O O O 0 - D D � � D \\ \\ \\ \\ \\ \\ \ y : :;:,•:.. a SIGN ASSEMBLY grA,E ®PM irTA,EoeA�®P,am ® LOWER SIGN 00 00 � 00 � ����������������%// P9MfSEOURD P9 ffFE0UED O O e ° ° POST SUPPORT " 10 MIN SIGN POST /\ ASP HALT PAVEM ENTZ EMBED o o ° DRIVE RIVET OR VA ATTACH SIGN WITH ° ACE %/% %/% %%\ \;�\\ o 0 o CAST -IN -PLACE 2 - #4 CONT. o o ° HEX BOLT (TYP) 2 DRIVE RIVETS �\������� �\���\���\���\�/�\��\��\� �CONCRETE ° ° ° SEE NOTE 5 � ,�v,�v,�v, av #3 REBAR PRE -DRILL o 0 BOLT STOP FOR 8" MIN CONCRETE THICKENED EDGE 5/8" HOLE & FILL 0 0 SIGN POST 7-3/4" 4" MIN CRUSHED SURFACING W/ EPDXY 0 0 TOP COURSE ISOMETRIC VIEW 5 NTSNTS CONCRETE VERTICAL CURB TYPICAL 6 PLASTIC HEEL TIP SCW SO 7 NTS ADA SIGN W POST ASPHALT CONCRETE TRANSITION PERVIOUS CONCRETE PAVEMENT AND CHOKER BY OTHERS FACE OF CUR{ F-_ CEMENTCGNC.RFII I INSTALLATION OF BASE BY CONTRACTOR REMOVE 12" R «,� oING^u'' ,e1rt VARIES VMOS ' R 5,2 _, 2 FROM NOTE: OVER OF REMOVE �� ��� ��� ��� �' �' �' �� �' \�� - \ / \ / \ / \ / \ FABRIC BY �- �- �- OTHERS BY / I / I / I I / I / I / I / I / I / I 1 TOP OF } ,'. m m ,7•R PItEYDI R°A°�Y^` - °` , » f> DUMMY JOINT � 20 O.C. 3/16 x1 1/2 - OTHERS - - - - - - - _ ,DINTF _ PREMOLDED NO TES: CEMENT CC ETe�� .: 2.0' MIN [X EXISTING ASPHALT NEWCURB CONT MASTIC JOINT STRIP 1. FOR INSTALLATION PEDESTRIAN CURB "'' ' "I , AT SIDEWALK RAMPS ANO LAN Cl�G$az �,. ,p, �- PAVEMENT &GUTTER -' (SEE NDTE 2) (SAWCUT JOINT CONTRACTOR'S OPTION) �Ooo �Ooo 00 � O �Ooo �Ooo �Ooo �Ooo �0 0 0 0 c> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 600 0 "> BY CONTRACTOR a a 12 � s FADE OF AD ACFN, CURB CEMENT CONCRETE - » �Qa �a U( �Qa ��Qa ��Qa ��Qa ��Qa ��� -( �� REFER TO DETAIL ��� 000 000 ��� ��� ��� �� ��� OUD O O O O O O O 6 SHEET C1.2 s t7 TRAFFIC CURB ANDGurTER - - SEEDEPRESSEDCJR0DETAILIHI}SHEET SAWCUT - (SEE NOTE 2) 6 MIN CONCRETE BROOM SIDEWALK oO O oO oO O O O oO O oO O oO O oO O O O O� oa0�0 oa0 000 Q 0 oa00 oa00 oa00 60%0 oa0 0 0 0 0 0 0 0 0 0 0 0 GEOTECHNICAL 000 O FACE OF ADJACENTcuRe 6t?_ 2 � or, Y FLUSH WITH GDI-IEP I 7• ,Y2'R Tor, PAN AT SIDEWALK _ 7 RAMP ENRWrtf - - - +r FINISH D OOo� OOo0 OOo0 OOo0 OOo0 OOo� OOo� OO � 0o O 0o 0o O O Oo �o �o �o �o �o ENGINEER TO REVIEW 1 t$ �. - - •. • �� p D °. ° p ° - ° .p D p° A00� 0 �0000000o000�� 12R ROARWAY - - I a D D : ° �00�� RECDHARGEDVBED � MATERhAL REPLACE AS DEPRESSED CURB SECTION 6 AT RE&DENT 14L fJRIVEWAYS ONLY FOR COMMERCIAL DRIVEWAYS SEE 3TO PLAN 109 ] _ . NECESSARY WHERE DEPRESSED CURB SECTION rACE OF CURB AT SIDEWALK RAMPS ARTERIPL STREET MINIMUM 7 HMA (or ACP Class B) VA VA VA VA V\ iA\ iAA iAA iAA, FOWLED BY SILT OR 6 .: _ - (SEE NOTE 1), OVER 2" MIN CRUSHED SURFACING „ OTHER DELETERIOUS SUBGRADE RECEPTOR 10 DEPTH PERVIOUS CONCRETE PAVING MATERIAL (BY APPROXIMATLY 7.5' BY OTHERS OTHERS) ,7R b,� L FACEOFAWACENTCLRB •'.I �'�"�'�� B" CRUSHED ROCK TOP COURSE NTS NOTE: BELOW EXISTING GRADE .,��.�, .�, �;. 4'�' HpMA (r'AGPFQITa�16;UM �. CONCRETE PAVING 1 CHOKER COURSE PER GEOTECHNICAL SUBGRADE TO BE RECOMMENDATIONS BY OTHERS COMFIRMED BY - PREMGLDED % �� JOINT FILLER ' (SEE NOTE 1), OVER 6" CRUSHED ROCK 1. MINIMUM CONCRETE 3000 P.S.I. (5 1/2 SACK). GEOTECHNICAL NON WOVEN GEOSYNTHETIC FABRIC PER WSDOT 9-33.2(1) E EXPANNso NT �' - °"• R-398742 RECOMMENDATIONS 36" MIN RECHARGE BED MATERIAL ' R CEMENTTRAFCONCRETE NOTES, EX SUBGRADE GEOTECHNICAL ENGINEER TO REVIEW INSTALLATION I__ 1. MUST MATCH EXISTING THICKNESS IF GREATER. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECEPTOR SOIL _ DEPRESSED CURB DETAIL ATRESIDENTVALOROummERcIALDRtYEWAYSAWALLCYS 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. _ 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT J PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN ❑I. NLRAL NOTES _ - t See mrWeM pona,a2 en6101.tMaue apmeNa.+And wnlrection pxrt apaong FOR CEMENT CONCRETE CURBS. NOTE: PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE `"e'""°"'"mINN b@%Ad i, "�"'I°'F'»"°dedp^`"°e, 3. Fw DBIp-M Ma"rh . N1•ewev Cum A C I,rc Ee , smP StartlanE Plen, 04.2 PAVEMENTS. COMPACT TO A DEPTH OF 6" TO 90%-92% OF MAXIMUM DENSITY PER WSDOT _ 2-03.3(14)D. OVERCOMPACTED SUBGRADE SHALL BE SCARIFIED TO 8" MIN. AND RECOMPACTED. PUBLIC WORKS STD. PLAN - 101 0CEMENT CONCRETE CURBS n DKPART'MENT. STD. PLAN - 103 PUBLIC WORKS CURB AND GUTTER PPRO D: o NTS _ NTS DEPARTMENT REPLACEMENT DETAIL A,F NTS R STD PLAN 1 3- CURB AND GUTTER REPLA COS 0 CU GU HEAVY DUTY PERMEABLE PAVEMENT 9 ` R STD PLAN 1 1 - CEMENT CONCRETE CURBS J. COS O C CO C CU S O C EMENT iv A� SURVEYED: SCALE: »_ 1 -20 HORIZONTAL: ONTA�L'.:N� 198 /1991 CITY OF RENTON FIRE STATION 15 1404 N 30TH STREET DATE: 4/30/2019 1932 First Ave Call 3 Working Days Suite120WA Before You DIG! Seattle, 98101` OY WASyt `q � ti , �c `' �� �' DESIGNS Lip PIAELDBOOK: DRAWN: SMN p. 206.725.1211 ^CT o�R�� RENTON, WA 98 56 DRAWING NO: og,� f. 206.973.5344 , �� ��� �� of �4 ONE INCH DATu MUL Planning/Building/Public Works Dept. 04.01 CHECKED: IF NOT ONE SC LE engineering pIIc www•Ipdengineering.com 1-800-424-5555 NO. REVISION BY DATE APPR SCALE ACCORDINGLY U11LITY AND PAVING DETAILS APPROVED: SHEET: OF' Q 151 00 LI O 0 0 04 C'7 CD O 0 a J O O O 0 EL L0 Z 0 F_ Q I- w cr W