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HomeMy WebLinkAboutR-411022O l FINISHED GRADE EX ASPHALT PAVEMENT SUB -BASE. EX ASPHALT PAVING - DEPTH VARIES 2" HMA OVERLAY THICKNESS MAY VARY SLIGHTLY TO PROVIDE POSITIVE DRAINAGE 10, GRIND OVER 10' TRANSITION TO MATCH ALL ADJACENT ELEVATIONS OF ASPHALT/CONCRETE NTS IAsphalt Overlay Paving Section PFR PI AN DISCHARGE PIPE (PER PLAN) PAD IS 4' WIDE MIN 1' MIN THICKNESS MIRAFI - EROSION FABRIC OR APPROVED SUBSTITUTE 24" 12" 12" NOTES: 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 2. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS, CURB RETURNS, OR A MAXIMUM SPACING OF 10 FEET. 3. THRU JOINTS SHALL BE 1/2" WIDE PRE -MOLDED JOINT FILLER. 4. ALL JOINTS SHALL BE CLEAN AND EDGED. 5. STEEL FORMS ONLY MAY BE USED ON TANGENT SECTIONS, WOOD FORMS MAY BE USED ON CURVED SECTIONS. 6. FINISH SHALL BE LIGHT BROOM. PAVEMENT BEYOND CAST OF CUT SLOTS INTO CURB SLOPE FROM FACE OF CURB 6" NTS NTS Gravel Outfall Pad 6 Slotted Conc Vertical Curb w/ Curb Inlet 7 PAINTED BLUE RESERVED RESERVED BACKGROUND PARKING PARKING PAINTED WHITE EACH PARKING SPACE RESERVED FOR PERSONS WITH LOGO q PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH SrAIEOBABL®PA(i(NLi PBM�i R80UF1® BrAlE06AFEDUFMCNO PEW OR SPACE CONSISTING OF A PROFILE VIEW OF A REOUi� 0 o WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN �� 70 SQUARE INCHES IN AREA AND, WHEN IN THE PATH AcxEBSIe�E I T-0" _ I OF TRAVEL, SHALL BE 60" FROM THE FINISHED GRADE E OF THE PARKING SPACE TO THE BOTTOM OF THE SIGN. DISABLED ACCESSIBILITY SIGNAGE INTERNATIONAL ACCESS SYMBOL AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A DISABLED ACCESSIBILITY SIGNAGE CONSPICUOUS PLACE, AT EACH ENTRANCE TO SEE DETAIL 14 ASPHALT PAVING FLUSH PAINTED ON PAVING OFF-STREET PARKING FACILITIES, OR IMMEDIATELY TO CONC SIDEWALK ADJACENT TO AND VISIBLE FROM EACH STALL OR C310SPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHES 3„ BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN PORT STYLE WHEEL STOP 0 0 6„ 7„ 10 1 INCH IN HEIGHT, WHICH CLEARLY AND SEE DETAIL /� cal 0 1' CONSPICUOUSLY STATES THE FOLLOWING: 0 "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED INTERNATIONAL ACCESS 3" WIDE PAINT DISABLED PARKING SPACES NOT DISPLAYING SYMBOL PAINTED ON PAVING 0 DISTINGUISHING PLACARDS OR LICENSE PLACES 0 STRIPE TRAFFIC ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE N LINE WHITE TOWED AWAY AT OWNERS EXPENSE. TOWED VEHICLES 0 + MAY BE RECLAIMED AT OR ADA STRIPING - SEE DETAIL 16 OR BY TELEPHONING C310 �I��I VARIES PER PLAN STALL DIMENSIONS NOTE: COMPACT STALL - 8'-0" X 16-0" MODIFIED STALL 8'-6" X 20'-0" NTS STANDARD STALL - 9'-0" X 20'X0" ADA Parking tall 12 2' OC LENGTH PER PLAN ADA STALL WIDTH PER PLANS r� ►T� ►i ADA StripingNTS 16 ASPHALT - PAVEMENT SLOPE VARIES FLUSH CURB SITUATION R=V (BUS LOOP \� U��uv ► ► DRIVE ONLY) CAST -IN -PLACE CONCRETE 4" MIN COMPACTED CRUSHED SURFACING TOP COURSE COMPACTED STRUCTURAL FILL SUB -BASE (OR EXISTING 7-3/4" SUBGRADE)PER GEOTECHNICAL ENGINEER NOTE: INSTALL JOINTS TO MATCH SIDEWALK SPACING OR AT 10' O.C. MAXIMUM PER DETAIL 15 CC3310 NTS Vertical and Flush Concrete Curb 17 CONC SEE D J NTS Rolled curb and transition 3 CONCRETE WHEEL STOP W/ (1) NO 4 BAR (EACH END) APPLY EPDXY RESIN TO CONTACT SURFACES ASPHALT PAVING EMBED DOWEL Q� ao�o°ooDaDDoO�oo °OOoaOoQ�Qo�D�Doao� 6" MIN SECTION A -A P NTS Wheel Stop 8 VERTICAL CONCRETE 1' TAPER CURB OR EXTRUDED CURB 2" ASPHALT PAVEMENT FINISH GRADE q 0 NTS Taper Curb End 13 NTS Not Used 18 Q f�Z11111111� IG GRADE SUBGRADE J SEE DETAIL C310 c NTS Asphalt Thickened Edge 4 NOTE: DETECTABLE WARNING COLOR AND TYPE PER PROJECT SPECIFICATIONS. A A Lu C B LD� m TRUNCATED DOME SECTION O TRUNCATED DOME SPACING TRUNCATED DOME DETAILS E .1m NTS Detectable Warning Surface 2'- 0" MUST CONFORM TO MUTCD STANDARD R7-8 o CV STATE DISABLED PARKING PERMR REQUIRE METAL SIGN; BOLT TO PIPE COLUMN o MUST CONTAIN WORDING: STATE DISABLED PARKING PERMIT REQUIRED" GRADE �000 OooO Ooo�a OooO OooO OooO j u NOTES: 1. PROVIDE SYMBOL IN ALL HANDICAPPED PARKING STALLS INDICATED ON SITE PLAN. 2. PROVIDE SIGN AT ALL HANDICAPPED PARKING STALL INDICATED ON SITE PLAN. 3. SEE STANDARD DETAIL CK-R.43 FOR SIGN INSTALLATION. NTS ADA Sign 14 CIAIIQLJCn nnAnC SUBGRADE J NOTES: 1. SEE DETAIL 14/C3.10 FOR GENERAL PAVING NOTES. SAWCUT, TACK AND MATCH EX ASPHALT FULL DEPTH EX UNDISTURBED PAVEMENT SUB -BASE MUST BE COMPACTED TO 95% MAX DENSITY PER ASTM D 1557 2" DEPTH HMA PAVEMENT 6" CRUSHED SURFACE BASE COURSE COMPACT TO 95% MAX DENSITY EXISTING SUB -GRADE COMPACTED TO 95% MAX DENSITY PER ASTM D 1557 OR COMPACTED STRUCTURAL FILL. NTS Asphalt Paving Section 5 BROOM FINISHED CONCRETE SLAB DEPTH ° s HEAVY CONC PAVING: 5" CONC SIDEWALK: 4" IF 000ODDO�oo�o�000Qao°Oo� �oo�oODDQO°°�ooOoDDoQ�oo o�oa 00 �oao�DoO�ODQ�a��ooOoDDoQ o o�oao�oo0 ao��o00�0Q�a 4 QD°ao�oo0°oDDoDoa°�°o 0�00�000�a°°o0 ��oao��°oOo�OD�ooa°°o��0°oOoo�ODo�o O o CRUSHED SURFACING BASE -COURSE COMPACT TO 95% MAX DENSITY SCARIFY AND RE -COMPACT TOP 12" OF EXISTING SOIL TO 95% MAX DENSITY (SOILS ENGINEER TO APPROVE EX SUB -GRADE PRIOR TO PLACEMENT OF CONC) NOTES: 1. PROVIDE CONSTRUCTION OR CONTRACTION JOINTS PER DETAIL 15 C310 NTS Unreinforced Concrete Slab -on -grade 10 PREMOLDED CONTINUOUS MASTIC JOINT STRIP OR JOINT MAY BE SAWCUT, SEE DETAIL A BELOW DEPTH HEAVY CONC PAVING: 5" CONC SIDEWALK: 4" ooao°D ao�DoODD00° boo oao 00 oDoao� a ao ao�ooOoDDo 00 oDoao��o0 � ao��oO�ODQO°°�ooOoDDoQ�ao o0o00D00°DIr oOoDDoQ�oo�o�OoDDoQ�ooOoDoao��oOo�OD�O°°�oo0 o�°ao��°o0 Doi°°�o°Oo�oDoQOa°ago°OOo�ooQ�o°D���ao��°oOo�ODo CONCRETE PAVING SEE DETAIL 10 C NTS Not Used 19 SAWCUT CONCRETE, 114" USE BACKER ROD AND FILL W/SEALANT. 1/4" 1AD BUTYL OR POLYPROPYLENE ROPE OR BACKER ROD DETAIL A NOTE: PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS ON GRADE TO BREAK SLAB INTO RECTANGULAR AREAS. AREAS TO BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT.SEE LANDSCAPE PLANS FOR STAMP PATTERN, COLOR AND FINISH. NTS Concrete Paving Control Joint 15 NTS Not Used 20 COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC-, AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. } z Z) O� � Uj Z 0 Z � Co Uj w U� } J Q LL Z O �C) (D `M N, U Z o �O> N �U � Q W O� 0 Z o O U COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS ��N • I{h, OF WAS � tiw I 39871 �SIONAL REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. ARCHITECTS 0 I J 10801 Main Street, #110 BeIIevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 'AVING DETAILS R-411022 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) C310