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lil <br />M. <br />DESIGN <br />SPEED <br />SIGHT <br />DISTANCE <br />30 <br />200 <br />40 <br />275 -_ - -- <br />50 <br />375 <br />60 <br />525 <br />70 <br />825 <br />BIT. CONC. BERM <br />D_ETAIL"FOR CROSSWALI <br />ALL LOCATION a <br />fD <br />OR ADAW <br />TO FM CoNor"Dom 300f1 7s <br />C�38. GA`BFtC. ANCHOR <br />�4 um & SEED (SEE TV. EM )�\ <br />FIM GRADE <br />1E" GAVEL 6.. i TtPE VA-4 <br />GRANITE CURB TYPE VA -4 <br />�3' MIN. MAX. SLOPE 1.6% � <br />£AS VO Y MACE <br />DRIVEWAY SECTION <br />PROMDE 3' WDTH AT BACK OF SIDEWALK <br />"IH MAX • S. s • OF <br />MAX. LONC411JDINAL SLOPE OF 8X <br />20' MAXIMUM <br />ZONING OFFSETS <br />ZONING DISTANCE WALL <br />N • • a • PRINCIPAL <br />LINE <br />• A BUILDING <br />5' -0" Gt P 10' -0" _ P GZ <br />1 -- _- - - t 1 2° �T. CONC. G SURFACE <br />-� <br />1 1 /2' BIT. . WEARING SURFACE / <br />2 //2' SIT. CONC. BASE COURSE 4° L ®qM 2 1/2' MT. CONC, BASE COURSE <br />S I -ox `\ 120 GRAVE MIN. s.t.GU7a' SEED <br />1.8 -12" GRAVEL MIN3,$ 5+1.6N 1 4° LOAM &SEED <br />.�1 <br />'� •\ \ '`Y a *L r ¢{ rf�`,•L,'. r;..},ry'k4. <' i 2? t'Y: r "� } }t z ir. " C�-r rr 1'r $ r <br />K - - -- GRANITE OM TYPE VA-4-- - - - -- -- \-`-GRANITE CURB TYPE VA-4------ \ <br />\ \ ° DIVIDED STREET (7° REVEAL STANDARD) V -6" <br />4 LOAM & SEEDD 70 FOOT LAYOUT <br />1 1/2° BIT. CONC, G SURFACE <br />\ 1 1/2' BIT. CONC. BASE COURSE <br />-- C GRAVEL MIN. <br />1'_p^ <br />5' -0' p - G2 <br />11 lr SIT. CONQ WEARING <br />a a -BERM 2 1/2" BIT. CONC. BASTE COURSE SURFACE <br />i S-1.6% 3 /FT• 12' GRAVEL ��' y.1.6% 1 = - <br />e LOAM & SEED -° ----a(( <br />� "✓� � drt �1. ; �- � �. tr. � Q ttOii ���r :-try $'. .�_ i2� §.r( iS t..�t, t. I rt• �� <br />4 LOAM & SEED i <br />`l 1 1/2° BIT. CONC G SURFACE 4' LOAM & SEED <br />L- e't /GSA M� BASE ARSE COLLECTOR STREET <br />BORROW TYPEf B -SEE NOTE 1 6- <br />5' -0 G1 <br />UNDISTURBED SAND BASE <br />NOTES: G COMPACTED SUBGRADE a <br />1. DETAIL AS SHOWN SHALL BE USED ON TYPICAL BRICK SIDEWALKS. a <br />WHERE SHOWN ON PLANS AT LOCATIONS FOR 'TREEWAY, GRAVEL a LOAM & SEED .a <br />♦ ; FOOT LAYOUT <br />F., . h. q w. _ m <br />is <br />B MALL BE SUBSTITUTED min wwi%%,TED DENSE GRADED <br />CRUSHED STONE AND 2' DEPTH OF SAND BASED. <br />BRICK SIDEWALK PAVING -I ,ice T WEARING SURFACE <br />1 1/2' BIT. CONC. BASE COURSE <br />-- 8' GRAVEL MIN. <br />1WMPACTED <br />SUBGRADE -12" QMML BAm G <br />AS REQUIRIM <br />SLOPED GRANITE CURB DETAIL <br />SAW CUT LINE OF INI7IAL SAW CUT <br />PERMANENT PAVEMENT — / PRIOR TO EXCAVATION <br />a <br />-•.rr r s, fa' ke •�f �.: GIB w `rac <br />f 7 e.2• G' <br />- GRANITE CURB 1 112° BIT. CONC. NC. WEARING SURFACE GRANITE CURB - <br />TYPE VA -4 i 2 1/2" BIT. CONC. BASE COURSE TYPE VA--4 \ <br />AREA <br />SQ. FT. <br />S -1.816 <br />12° GAVEL 3 /B"/FT <br />T <br />W <br />- ---■°- <br />4' -O' <br />B MALL BE SUBSTITUTED min wwi%%,TED DENSE GRADED <br />CRUSHED STONE AND 2' DEPTH OF SAND BASED. <br />BRICK SIDEWALK PAVING -I ,ice T WEARING SURFACE <br />1 1/2' BIT. CONC. BASE COURSE <br />-- 8' GRAVEL MIN. <br />1WMPACTED <br />SUBGRADE -12" QMML BAm G <br />AS REQUIRIM <br />SLOPED GRANITE CURB DETAIL <br />SAW CUT LINE OF INI7IAL SAW CUT <br />PERMANENT PAVEMENT — / PRIOR TO EXCAVATION <br />a <br />-•.rr r s, fa' ke •�f �.: GIB w `rac <br />f 7 e.2• G' <br />HEIG1HT - <br />WIDTH <br />AREA <br />SQ. FT. <br />CU. YDS. <br />PER. LIN. FT. <br />A <br />T <br />W <br />2 -O' <br />4' -O' <br />2' -4' <br />8.667 <br />0.247 <br />2' -6' <br />4' -e' - <br />2' -6' <br />7.875 <br />0.292 -- <br />3'-0' <br />a -0" <br />ORDINARY . OW,. <br />9.165 <br />G* TOP SZE <br />_ <br />22' -0" <br />FREE f ORGANICS <br />2' -1o' <br />COMPACTED STAND. •.O....E <br />0.390 — <br />4' -0' <br />S <br />3'-0° <br />12.0W <br />&44 <br />0.444 <br />HEIG1HT - <br />WIDTH <br />AREA <br />SQ. FT. <br />CU. YDS. <br />PER. LIN. FT. <br />A <br />T <br />W <br />2 -O' <br />4' -O' <br />2' -4' <br />8.667 <br />0.247 <br />2' -6' <br />4' -e' - <br />2' -6' <br />7.875 <br />0.292 -- <br />3'-0' <br />a -0" <br />2r -8' <br />9.165 <br />013.39 <br />_ <br />22' -0" <br />5' -6' <br />2' -1o' <br />10.541_ <br />0.390 — <br />4' -0' <br />S <br />3'-0° <br />12.0W <br />&44 <br />0.444 <br />-2' <br />13.5+5_1 <br />_ <br />15.162 <br />0 �2 <br />GRANITE -- /i 4' LOAM 5,_0.. <br />CURB & SEED G AS SHOWN ON PLANS <br />TYPE VA--4 <br />GRANITE / SIDEWALK TO <br />CURB INS /�' DRIVEWAY <br />2' RADIUS TRANSITION <br />i <br />SAND &ASPHALT °! -�- <br />EMULSION AT JOINT �- 1' -0 <br />w <br />z <br />8' -0" OR VARIES <br />PAVEMENT PLAN VIEW <br />PAVEMENT <br />TYPICAL CURB RETURN DETAIL <br />SAW CUT LINE OF <br />PERMANENT PAVEMENT 1.2" NEW PAVEMENT. MATCH <br />D4 THICKNESS. <br />xv E E-7 THICK <br />12" <br />l <br />W <br />LOW RETAINING WALL <br />Y- to f: <br />4' LOAM & SEED <br />12" <br />ARTERIAL STREET <br />70 FOOT LAYOUT <br />1' -0" <br />P G2 <br />5` -0" ct 's , 11/2' BIT. CONC. WEARING MACE <br />2 1/2° BIT. CONC, BASE COURSE <br />BERM <br />r12' GRAVEL <br />5' -0" G1 <br />5�1.8X� <br />} 1 R..... <br />i <br />�lil I�i�l- VIII--- fl'Ir2 - VIII VIII I'II ! i =illy I 11 -I� <br />�1�1i1 illll- -�Ilil II III - .�II!I iilih'lill !11fL �I'. �I�I11 <br />p� <br />f U RBED GRAVEL BASE <br />SEE NOTE I - <br />�I�!I_I= <br />W - w a u1.1: i w <br />NOTES: <br />1. THE TRENCH EXCAVATION AROUND THE UTILITY WALL <br />TYPICAL DETAIL BE BACK FILLED WITH FLOWABLE FILL OR, IN CASE G <br />NATURAL GAS SIERVIM WITH GAVEL ACTED TO <br />95X DENSITY. <br />TRENCH RESTORATION Z NEW GAVEL BASE WILL BE INSTALLED AND <br />COMPACTED TO 95X DENSITY. <br />FOR MORATORIUM STREETS 3. THE FINAL TRENCH PATCH WILL BE TO <br />CURB. OR AS APPROVED BY THE ENGINEER. <br />4. PAVEMENT THICKNESS AND MATERIAL IN <br />ACCORDANCE WITH THE TOWN OF LEXtNGTDN <br />SPECIFICATIONS APPLY HEAT BY INFRARED <br />METHOD TO SEAL ALL JOINTS. <br />5, JOINT EXISTING PAVEMENT AND PATCH <br />MUST BE INFRARED. <br />3/0'/x• 3 jtrIF -T. 5+1.BfS <br />C r: <br />I t i.$.r t. r <br />4' LOAM & SEED <br />—1 1/2° BIT. CONC. WEARING SURFACE <br />1 1/2' BIT. CONC COURSE <br />GAVEL MIN. <br />MINOR STREET <br />40 FOOT LAYOUT <br />p -- <br />1 1/2° BIT CONC. WEARING SURFACE <br />BERM 2 1/2° BIT. CONC. BASE COURSE <br />va � -1Y GRAVEL 31'WjFT. <br />4' LOAM & SEED <br />1 1/2' GT. CONC. WEARING SURFACE _{- <br />1 1/2' BIT. CONC. BASE COURSE <br />8' GRAM MIN. <br />LOCAL STREET <br />50 FOOT LAYOUT <br />LAYOUT WIDTH <br />,,L„ <br />PAVEMENT WIDTH <br />"P" <br />SHOULDER WIDTH <br />G1 <br />G2 <br />40' <br />24. -0" <br />2'--0' <br />T -0" <br />60' <br />44' -0 " - -- <br />2' -0" <br />-T -O" <br />70' <br />54• -0" <br />2,_6" <br />7'-6" <br />70' DI <br />_ <br />22' -0" <br />5' -6" <br />4' -6" <br />+tvs�y <br />1 <br />''vngu�`O mss, y i <br />jaiiu P. <br />g ra Eat`' �'y1 <br />1 <br />�1 <br />5.1.6% <br />j--4 LOAM & SEED <br />ISfT.1x)E;a! <br />02 <br />5e=1.8% <br />V -6" <br />11147:7 <br />T�T�'11l OF ZF GTDIV <br />J <br />AcN6 INZ7 RING L?TlIISloff <br />76,25 diAS'SACHIIS'Is'T7,'S' r1 dIENLIC <br />lZ'XINCTON, &4.0,24,20 <br />4IYN -9r. �a4TE:' - -2015 - EGAD'.• AS NOFTO <br />IJ SlCN�I� gY. CfLP'CKTD .9Y <br />,0,4YF R"47visloff �- by COArF&4CT NO, SITA7 Ne. 4 0F' sY <br />