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HomeMy WebLinkAboutT-404330Y V) w Q z g a L0 0 0 N 0 N 00 N 0 rn 3 V) J I 0 V) U v L 0 U N L 1 c v a a� a rn V -0 0 rn 0 0 0 0 'U 0 L 0 c Q) 0 c 0 c m L z 0 I— z w ry / r -- 6 FAIN (SEE NO TE 6) 1 If Of PAVED DRNEV AAY ftOUIRF-n .115 EX ANSON JCINT P I {SEE 5T0 PLM4 4a21 RAt'lp wr1iH IN Tv i SLOP jTvp:j. 3 8' #". JTRACTION T (1 P4 j (SEE ETD. PLAN 1111 it BI�GI ;TE1.1 s�dCLtdC1ES SIDEwaat<FC ����, (SEE NOTE 6 I A SEE 1*TE 1 CEX4EMT CONCRETE CURB a OUT rE R !SEE NOTE 3j PLAN VIEW C EIAE?-fT E C"CRETE S EWALIK V5 3* P.LI►,x SEE NOTTL a JTYPI KIP RERSJ i CUM & Gl#MR CENIEW CONCRETE `� � �' E3 PAh51{3F# � dt �T1P� 1 CS . "OT€ 3) PlUtWokLit _ SECT1(3N A SEE STp. PLAN 102 i= _ � _ t � R �' � 53C1i;A"1►4t M 4ti1T±T1; � �`�.'�. 0&% DIFFERENCE IN SLOPE I-U0.5i- '--DPJVEWAY W"T SdCNE SLOPE ISLOPES 1owNExJ4GrAR1nni s ON N GRVVE SLOPE S H � E Tk0j A" r' r SURFACE RESTORATION,- 4" DEPTH TOPSOIL AND HYDROSEED. CRUSHED SURFACING -T COURSE 12" MIN. HORIZONTAL THICKNESS 6" BLOCK CAP UNIT -FILL IN VOIDS W/ CRUSHED SURFACING TOP COURSE 1 m w 18 = FINISHED AT Q = N [GRADE SIDEWALK 3 z = 12" 6" COMPACTED DEPTH (95%) CRUSHED SURFACE TOP 24" COURSE LEVELING PAD. NOTES: 1. MODULAR BLOCK WALL STANDARD BLOCK UNIT IS 8"X18"X12,. 2. DRAIN PIPE TO CONNECT TO DOWNSTREAM STORM SYSTEM PER PLANS, OR AS DIRECTED BY THE ENGINEER. LANDSCAPE BLOCK WALL NOT TO SCALE EXISTING PAVEMENT —EXISTING CURB 4 EXISTING WALKWAY EDGE OF NEW CONCRETE PAD AT UPHILL SIDE AND FRONT TO MATCH EXISTING PAVING AND SIDEWALK 3/4" CHAMFER ALL SHELTER LEG EXPOSED EDGES (REF) 4" MIN 6" WIDE PED. CURB 27. MAX. .h GRADE a ,�, — OOP J OO a o Go =1 1=111=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 '� s GRAVEL BACKFILL AS REQUIRED COMPACTED SUBGRADE #4 © 12" OR 16" O.C. VERT BEND PER SLAB REBAR SPACING (ALTERNATE BARS INTO PAD) PROVIDE 2" MIN COVERAGE B-30 SHELTER FOOTING e CROSS -SLOPE SECTION NTS GENERAL NOTES 1. NEW WALKWAYS AND LANDING PADS SHALL BE BUILT TO MATCH WITH EXISTING SURFACE TO MAINTAIN NATURAL DRAINAGE COURSES. TYPICAL PASSENGER LANDING PAD DIMENSIONS SHALL BE AS SHOWN ON THE PLANS AND AS REQUIRED TO MATCH EXISTING SIDEWALK JOINTS OR SCORES WHERE APPLICABLE. CONSTRUCTION NOTES 0 1. MINIMUM HORIZONTAL CLEARANCE BETWEEN FACE OF CURB AND FACE OF ANY STRUCTURE SHALL BE 3 FT. UNLESS OTHERWISE NOTED ON DRAWING. 2. JOINT PER DETAIL THIS SHEET TO ISOLATE EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES. 3. SAWCUT EXISTING PAVEMENT TO STRAIGHT VERTICAL LINES TO PLACE NEW CONSTRUCTION ELEMENTS. 4. CLASS 1/2" HMA OR AS REQUIRED BY LOCAL JURISDICTION. MATCH EXISTING PAVEMENT THICKNESS. 5. WWF 4x4-6/6 6. WWF NOT NEEDED FOR SIDEWALK EXTENSION. CEUENT C0NCREIf: CURS A GUTTER Y8„ NEW OEXISTING I E Tfi 3j STRUCTURE OR PAVEMENT Ifr CELtENT-jT TER ETAIL STL! PLOL11104 " POURED JOINT ° SEALER ° d' PREMOLDED Y" BACKING ROD EXPANSION — ' 3'-0" 4'-0" 3'-0" VARIABLE 3'-0" 4'-0" 3'-0" JOINT FILLER, FULL DEPTH RED YELLOW RED (10'-0" MAX) RED YELLOW RED NEW PCCP BUS ZONES ARE PAINTED ON TOP AND FACE OF CURB TYPE R1 B ISOMETRIC VlE'U11 B (RESIDENTIAL, WITH BUFFER) For NOTES TUI PLAN 104.' 1 BUS ZONE PAINTING DETAIL 3 ISOLATION JOINT DETAIL - NTS k - I NTS PUBLIC WORKS CrEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPE RIB STD. PLAN — 104.3 d' P P NI T-404330 U W u) 0-1 w O z z w (D z H J V) z 0 U m 0 o N c� w LLl L;j3 w a ¢ 2 Q, 0 0 U Q 0 EL a Q w 0 Z° o c 2 -0 u >c o N m a N z 0 0 O LIJ N LL y 0 = .5 O O H V) m N 1 U 01 N 6 z Z U Q z O � Z = O LU H 3 J Z = F_ LU � 0 LL � a O ? Z Q Z O U v ' � Q z Z Y 0 Z IW SHEET: 26/RD-12 OF: 70 JOB NO.: 17534 DWG: STD -DETAILS