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PERMEABLE <br />SIDEWALK <br />j1, - 2% <br />CONCRETE CURB AND GUTTER <br />TYPE A-1 <br />SEE STD, DWG. 307 <br />NEAT LINE CUT, CLEAN, HEAT & TACK EDGES WITH SEALER <br />CSS-1 AND SEAL WITH HOT ASPHALT CEMENT. SAWCUT 1" <br />MIN. INSIDE EXISTING EDGE OF PAVEMENT. FOUR FOOT MIN. <br />PAVED SECTION REQUIRED. <br />30' <br />1' MIN. 6' <br />! 5lDEWALK , <br />4' <br />HA[ I i-SAWCUT <br />SECTION B-B COL.BY "E <br />NOT TO SCALE <br />EX <br />EXIST' <br />CURB <br />3 <br />0 <br />0 <br />EXIST <br />o PAVEMENT <br />3 <br />z <br />z <br />0 <br />a <br />0 <br />o I <br />u <br />O a <br />pa <br />s�l <br />i N <br />f; C <br />I ��II ■II�YI�-Il.r011 IIII■ I I III 11■ II I.�II 1.11� <br />COL V SP <br />SECTION 7 TOWNSHIP 28N. RANGE 5E. W.M. <br />R/W <br />30' <br />WA VERL Y PLACE <br />V. 32, P. 48 <br />o , :I <br />STANDARD ROADWAY SECTION <br />4" COMP DEPTH HMA CLASS 1 /2" ASPHALT - PG 64-22, 2 LIFTS REQUIRED <br />4" CRUSHED SURFACING BASE COURSE <br />4" GRAVEL BORROW <br />6' MIN. <br />SECTION A -A <br />USING TYPE A-1 CURB <br />6' MIN. <br />r n v t,.lvit.iv [ <br />STA 2+00.00, 30.00'LT <br />PROPERTY CORNER <br />EXTEND PIPE TO <br />CONNECT TO CB #1 <br />6' ASPHALT <br />GCB #6 <br />STA 3+30.97, 15.001T <br />END IMP..,,,!� <br />\ < 3+80 <br />LF 12" CPEP <br />z �B _ <br />o , _ y 20' CTR D/W STA R , <br />`� Z`.r3 -" <br />o i l z a o o 3+15.49, 16.26 LT ;rf <br />' ci <br />1s <br />1 _' -p TYPE 1 D/W RAMP Z . <br />ZI + o o z SEE STD. DWG.w F=,.' <br />c n cn 1 z y?A #315 THIS SH T. x :? <br />merr, �h� <br />> <br />! U <br />. . <br />0 20 40 . <br />Ad 'A . <br />� i ii <br />HORIZONTAL SCALE <br />• DESIGN FG <br />430 . . . . . . . . . ... . .. . .. . . . . .. .. • . . . . . FLOW LINE . .. . . . . . . ... . —: .. . . . . <br />AS -BUILT _ <br />NOTES <br />1. EQUALS WIDTH OF DRIVEWAY AT PROPERTY LINE. <br />2. 3/8 WIDE FULL DEPTH EXPANSION JOINT. <br />3. 3/8" WIDE FULL DEPTH EXPANSION JOINT IF <br />NOTE 1 ABOVE IS 15' OR GREATER. <br />4. WITHIN THE CITY RIGHT-OF-WAY THE DRIVEWAY <br />SHALL BE SURFACED WITH ASPHALT OR <br />CONCRETE. <br />5. THE DRIVEWAY RAMP INCLUDING WING RAMPS <br />SHALL BE CONCRETE COMMERCIAL MIX AS <br />CALLED OUT IN WSDOT STANDARD <br />SPECIFICATIONS, A MIN OF 6" THICK AND PLACED <br />ON A MINIMUM OF 2" CRUSHED SURFACING <br />BASE COURSE COMPACTED TO 95% MAXIMUM <br />DENSITY. <br />6. MAINTAIN 1/2" LIP AT GUTTER. <br />EXIST MONOLITHIC <br />CURB AND SW <br />CITY OF EVERETT <br />PUBLIC WORKS DEPARTMENT <br />nor Sec( Mareger fAOMana,er --ey Cvrreppt RavO to <br />4N_SASS TOM HOOD I PAUL WILHELM I WRS Q /79 %im Q <br />CEMENT CONCRETE [­315 <br />w <br />DRIVEWAY RAMP TYPE - 1 <br />• FINISHED GRADE <br />• AT FLOW LINE <br />EX. GRADE <br />0 ROAD <br />X> 12" RPE <br />. ... ... LP. <br />• 5�� <br />eB s TYPE l • <br />c.� STA 3+48.27, 22.33'LT <br />• • 99 L•F 12" CPEP{AB} RIM—T3o 00429.64(�AB) <br />200 LF 12" CPEP rE (S) _ -42;�-1•6 427.04(AB) <br />IE (N) - 427.1O(AB) <br />S = $98& ft ft <br />S - 0.005 ft/ft 0.006( TOB 2 TYPE II-48" <br />W/GRATED LID STA 3+05.47, 17.20'LT <br />RIM=429.12 429.12(AB) <br />CB #1, TYPE I IE (N) = 422.4•4422.72(AB)• <br />STA 2+06.44, 17.20' LT RIM = IE (S) = 92-1- 422.77(AB); <br />... ' <br />420 :(N) 421(AB)2:13{A8} ................... • ..IE (NW), _ •2472F-7;l 422.71(AB)........... . <br />• .............. ..1E —' ��-' (Nj 42 <br />— S IE (W) = 425.5 (4») <br />IE <br />( ) 422.11(AB} IE (W) = 423.5 (4") <br />IE = 423.81 (W)(AB) ; <br />415 <br />0 <br />�I- <br />� <br />m <br />p <br />o <br />cv <br />cdC4of <br />v <br />1 + 50 2+ 00 3+ 00 <br />COLBY AVE CENTERLINE PROFILE <br />u.i fL <br />O <br />N <br />W <br />N <br />N <br />I <br />O <br />c <br />11 <br />w <br />O <br />Q <br />W <br />_CL <br />� <br />N <br />0 <br />� <br />z <br />O <br />U <br />� <br />� <br />o <br />w <br />n, <br />LLI <br />o <br />a <br />w <br />a <br />N <br />N <br />°' <br />� <br />Q <br />as <br />N <br />~ <br />> <br />W <br />DCO <br />�F-w <br />z0 <br />v� <br />m <br />O <br />Q <br />O <br />� <br />� <br />Q 00 <br />rn <br />o 0)N <br />u0 u) <br />(N C14 <br />W .., v- <br />SW <br />O W <br />04 <br />t _ <br />c <br />0 <br />c <br />.0 <br />> <br />CL <br />rn <br />3: <br />00 <br />V <br />W <br />W <br />c)o <br />W <br />T <br />LL <br />O <br />U <br />[7 <br />o <br />H <br />r W <br />O W <br />U z <br />u1 <br />W <br />U- _ <br />O <br />z W <br />O z <br />p <br />O 04 <br />d <br />PROD. NO. DSN. BY: <br />18-0329 RAW <br />• DATE: <br />® 5/10/19 <br />Y' <br />'gr SCALE: <br />10=20' <br />Know what's below. <br />DRAWING NO. <br />Call two business 6 0 <br />days before you dig. OF <br />