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i <br />�r CIO, 'y <br />n <br />i <br />C'R 7 <br />S S7' <br />IS' 1` � <br />13 Ltd lt} <br />41 <br />5��� Olin-d <br />L <br />b r <br />° <br />5 <br />Ci <br />Sr <br />,,s S0t°io <br />z e41-6 <br />51 <br />`S/ I_Y <br />n2 ? q� <br />e <br />ds�� .b�``'•3 <br />4j f <br />�J. <br />tic f���r� • <br />I <br />SIDEWALK WIDTH VARIES (SEE PLAN VIEW) 1/2"R (TYP.) <br />SCORE WITH STIFF- 6" 2" <br />PROPOSED BRISTLED BROOM (TYP.) (TYP)4" TOP MOUNTED FINISHED PERPENDICULAR TO SLOPE 1/4" FT./FT. <br />AND PAINTED TRAFFIC BUILDING TRAFFIC TOWARD STREET 4" (TYP,) 6" <br />WHITE OR YELLOW (TYP.) <br />1 "MINIMUM CONCRETE °° ° PROPOSED <br />°° ooao�ge�8 ��''veo�oo�vaovo. ^e <br />SLOPE TO DRAIN ° _T_ PAVING <br />8"SCHEDULE 40 JOINT SHALL BE EXPANSION JOINT <br />STEEL PIPE FOR TOOLED JOINT 4"AGGREGATE BASE 2"(7YP.) <br />SINGLE POSTS OR SAWED JOINT COURSE COMPACTED TO 8" <br />98% STD. PROCTOR (TYP.) (TYP.) <br />6"SCHEDULE40 0 1/2'R (TYP. AT TURN DOWN <br />STEEL POSTS TOOLED JOINT) JOINT SEALANT SECTION A -A SIDEWALK OR WHEN IN GROUPS 1/4 OF (SEE SPECIFICATIONS) <br />PAINTED TRAFFIC SIDEWALK DEPTH CONCRETE CURB <br />WHITE OR YELLOW AND GUTTER <br />NOTES. <br />PAVEMENT OR 'FAVEMENT OR ° pD <br />FINISHED GRADE FINISHED GRADE °p 1. REINFORCEMENT WILL BE No. 3 BARS 24" O.C. EACH WAY (MAX. SPACING), OR 6 X 6 -W1.4 X <br />W1.4 WWF CONCRETE TO BE 4", 3000 P.S.I. P.C. CONCRETE. <br />FILL POST 2. TOOLED CONTRACTION JOINT IN FRESH CONCRETE TO BE GROOVED JOINT 1/4 OF <br />WITH CONCRETE CONTRACTION JOINT CONCRETE DEPTH MIN. WITH 112" MIN. RADIUS ON EXPOSED EDGES. <br />SLOPE TO DRAIN 3000 PSI CONCRETE MINIMUM TYPICAL 1/4'R (TYP.) 3. SAWED CONTRACTION JOINT TO BE 1/4 OF CONCRETE DEPTH MIN. AND FILLED WITH <br />CONTINUOUS LENGTHS OF JOINT SEALANT AS SPECIFIED IN SECTION 02520-2.01 OF THE <br />SPECIFICATIONS. <br />.e <br />D D 4. PATHFINDER DETECTABLE WARNING SURFACE AVAILABLE FROM CARSONITE <br />1' 6" o• INTERNATIONAL, CARSON CITY, NV (800) 648-7974 3' WIDE - DOT 12N12"x1/4" OVERLAY, <br />DIAMETER OR EQUAL. <br />1/4" (TYP.) <br />SEE SPECS. <br />EXPANSION JOINT <br />ARD -Fop� SIDEWALK BUILDING <br />it <br />S6D N.T.S. S3C N T.S. <br />30" <br />SIG <br />:S41:] N. T.S. <br />11>6 <br />ZV <br />'SfG1 <br />Varies (12-6%' Shown, <br />0 <br />2' Detectable Warning <br />I4" When Located Along <br />Type 'F' Curti And Gutter <br />Ramp Varies <br />Pavement Relief jj (7-4I4" Std.) 4' (Min.) <br />See Detail Below 1 (Not Required To n my <br />Exceed B' In Length) La0.02 <br />I• Varies <br />maxj <br />Varies <br />Asphalt Pavement I <br />Ffnai Rotted Surface Ramp <br />�p <br />� f f�� S% max. <br />vJ � Ix �` CR C} ITT© max✓ Relieved Pavement <br />'S',I' I'ri;2 + _✓{ y °f <br />CT Remove Elevated Pavement By Spading And Rolling: <br />� ep rr� Smooth Milling; or, Grinding <br />SECTION <br />PAVEMENT RELIEF AT LIP OF CURB <br />•S <br />DIMENSIONAL FEATURES FOR PUBLIC SIDEWALK CURES RAMPS WHERE <br />RAMP AND LANDING DEPTH ARE NOT RESTRICTED BY RIGHT OF WAY <br />LAST IZI DESCRIPTION: F � A <br />SECTION THROUGH RAMP RUN AND LANDINGS WITH <br />UPPER LANDING AT NORMAL -SIDEWALK ELEVATION <br />For BACK OF SIDEWALK CURB OR BUFFER TRANSITION And For RAMP AND <br />SIDEWALK CURB OPTIONS See Sheet 4. <br />PUBLIC SIDEWALK CURB RAMPS <br />l <br />INDEX <br />SHEET <br />NO. <br />NO_ <br />.304 <br />2 <br />ORE'M <br />M <br />®i 2 <br />S.3dfi <br />2fi 5 <br />3 323 I A5 �_ a i 2 <br />_ <br />5d i6 <br />.. .....�. <br />t <br />93 <br />3S <br />5 � T#� z <br />.. <br />N <br />D <br />...... <br />R <br />S <br />..„ .. <br />T 1I v <br />3 <br />�..G <br />3aepag2ipernadsign. <br />U f" <br />t7 <br />92 <br />i R G <br />tL <br />Dww, <br />CFfi FRS., ��sENc, =sip <br />BAptGgf}iIND HL , <br />ARROW voi ,V s RiETftOREFL:CCf1 - <br />1-3fi, <br />STOP BAR <br />WHITE REFLECTIVE — <br />TRAFFIC PAINT (TYP.) <br />24" —I <br />NOTE: <br />REFER TO SITE WORK <br />SPECIFICATIONS FOR FURTHER <br />INFORMATION. <br />STOP BA IN-7" <br />S5AA N.T.S. <br />Y <br />J <br />Q <br />OLn <br />W 0 <br />J cr� <br />N— U <br />o� <br />w <br />O0 <br />SURFACE <br />i%il f���1Z��l-�0_4 %2*f �il12���IR��S24%_�Z�1�i�1 <br />2-#4 RODS THROUGH <br />WHEELSTOP & PAVEMENT, <br />MINIMUM 18" LONG. <br />BRE—CAS"T CR <br />WHEELSTOP <br />S11C N.TS. <br />L3A <br />TACK COATA T THE RATE OF <br />0.05 GALLONS PER SQ. YD. <br />2"ASPHALT OVERLAY <br />2'-0" <br />2"MIN. 2"' MIN. <br />4 id `: a • " :' EXISTING PAVEMENT <br />OR EDGE OF EXISTING <br />GUTTER <br />MILL PAVEMENT. FEATHER <br />MILLING TO PROVIDE FOR 2" <br />MIN. DEPTH OF NEW A. CC <br />LA W T TI MATERIAL OVERLAY <br />AT CURB R <br />WALKWA I <br />It N. T.S. N. T.S. <br />S2E <br />APPROVALS <br />7WKnow what's below. <br />Call before you dig. <br />THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES <br />ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE <br />NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR <br />ITS REPRESENTATIVE. THE CONTRACTOR SHALL <br />DETERMINE THE EXACT LOCATION OF ALL EXISTING <br />UTILITIES BEFORE COMMENCING WORK, AND AGREES TO <br />BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES <br />WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S <br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND <br />ALL UNDERGROUND UTILITIES. <br />NOTICE: <br />CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY <br />OF THE CONTRACTOR; NEITHER THE OWNER NOR THE <br />ENGINEER SHALL BE EXPECTED TO ASSUME ANY <br />RESPONSIBILITY FOR SAFETY OF THE WORK OF PERSONS <br />ENGAGED IN THE WORK OF ANY NEARBY STRUCTURES, OR <br />OF ANY OTHER PERSONS. <br />COPYRIGHT ©2018 ATWELL LLC NO <br />REPRODUCTION SHALL BE MADE WITHOUT THE <br />PRIOR WRITTEN CONSENT OF ATWELL LLC <br />Wems <br />gao <br />a <br />Q <br />w= <br />J <br />r-1 � <br />m <br />J <br />u- <br />N 0 <br />W V) <br />W <br />J <br />N <br />J <br />C� <br />N <br />—I <br />Z <br />0 <br />Q <br />> <br />_j <br />>- <br />c=i� <br />oWC <br />a <br />p <br />Z <br /><C <br />N <br />0 O <br />J <br />U <br />I1 <br />N <br />rn <br />N <br />w <br />Z <br />W <br />>_ <br />Q <br />�1 <br />z <br />m <br />z <br />Ln <br />LU <br />U) <br />O <br />Q <br />U <br />U <br />Z <br />Q <br />N <br />O <br />10 <br />U <br />DATE <br />02/07/2017 <br />04/19/2018: CITY COMMENTS <br />REVISIONS <br />k4l'\:t0ISER'T `%i <br />�Z1FlC'•T <br />G <br />N . 60088 P. <br />.• TATE <br />NA <br />DRAWN BY: AS <br />CHECKED BY: DG <br />PROJECT MANAGER: DG <br />JOB #: 16002627 <br />FILE CODE: ## <br />SHEET NO. C703 <br />0 <br />0 <br />0 <br />U <br />n <br />N <br />N <br />O <br />0 <br />10 <br />ui <br />LL <br />U <br />