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HomeMy WebLinkAboutRD-244-4lil M. DESIGN SPEED SIGHT DISTANCE 30 200 40 275 -_ - -- 50 375 60 525 70 825 BIT. CONC. BERM D_ETAIL"FOR CROSSWALI ALL LOCATION a fD OR ADAW TO FM CoNor"Dom 300f1 7s C�38. GA`BFtC. ANCHOR �4 um & SEED (SEE TV. EM )�\ FIM GRADE 1E" GAVEL 6.. i TtPE VA-4 GRANITE CURB TYPE VA -4 �3' MIN. MAX. SLOPE 1.6% � £AS VO Y MACE DRIVEWAY SECTION PROMDE 3' WDTH AT BACK OF SIDEWALK "IH MAX • S. s • OF MAX. LONC411JDINAL SLOPE OF 8X 20' MAXIMUM ZONING OFFSETS ZONING DISTANCE WALL N • • a • PRINCIPAL LINE • A BUILDING 5' -0" Gt P 10' -0" _ P GZ 1 -- _- - - t 1 2° �T. CONC. G SURFACE -� 1 1 /2' BIT. . WEARING SURFACE / 2 //2' SIT. CONC. BASE COURSE 4° L ®qM 2 1/2' MT. CONC, BASE COURSE S I -ox `\ 120 GRAVE MIN. s.t.GU7a' SEED 1.8 -12" GRAVEL MIN3,$ 5+1.6N 1 4° LOAM &SEED .�1 '� •\ \ '`Y a *L r ¢{ rf�`,•L,'. r;..},ry'k4. <' i 2? t'Y: r "� } }t z ir. " C�-r rr 1'r $ r K - - -- GRANITE OM TYPE VA-4-- - - - -- -- \-`-GRANITE CURB TYPE VA-4------ \ \ \ ° DIVIDED STREET (7° REVEAL STANDARD) V -6" 4 LOAM & SEEDD 70 FOOT LAYOUT 1 1/2° BIT. CONC, G SURFACE \ 1 1/2' BIT. CONC. BASE COURSE -- C GRAVEL MIN. 1'_p^ 5' -0' p - G2 11 lr SIT. CONQ WEARING a a -BERM 2 1/2" BIT. CONC. BASTE COURSE SURFACE i S-1.6% 3 /FT• 12' GRAVEL ��' y.1.6% 1 = - e LOAM & SEED -° ----a(( � "✓� � drt �1. ; �- � �. tr. � Q ttOii ���r :-try $'. .�_ i2� §.r( iS t..�t, t. I rt• �� 4 LOAM & SEED i `l 1 1/2° BIT. CONC G SURFACE 4' LOAM & SEED L- e't /GSA M� BASE ARSE COLLECTOR STREET BORROW TYPEf B -SEE NOTE 1 6- 5' -0 G1 UNDISTURBED SAND BASE NOTES: G COMPACTED SUBGRADE a 1. DETAIL AS SHOWN SHALL BE USED ON TYPICAL BRICK SIDEWALKS. a WHERE SHOWN ON PLANS AT LOCATIONS FOR 'TREEWAY, GRAVEL a LOAM & SEED .a ♦ ; FOOT LAYOUT F., . h. q w. _ m is B MALL BE SUBSTITUTED min wwi%%,TED DENSE GRADED CRUSHED STONE AND 2' DEPTH OF SAND BASED. BRICK SIDEWALK PAVING -I ,ice T WEARING SURFACE 1 1/2' BIT. CONC. BASE COURSE -- 8' GRAVEL MIN. 1WMPACTED SUBGRADE -12" QMML BAm G AS REQUIRIM SLOPED GRANITE CURB DETAIL SAW CUT LINE OF INI7IAL SAW CUT PERMANENT PAVEMENT — / PRIOR TO EXCAVATION a -•.rr r s, fa' ke •�f �.: GIB w `rac f 7 e.2• G' - GRANITE CURB 1 112° BIT. CONC. NC. WEARING SURFACE GRANITE CURB - TYPE VA -4 i 2 1/2" BIT. CONC. BASE COURSE TYPE VA--4 \ AREA SQ. FT. S -1.816 12° GAVEL 3 /B"/FT T W - ---■°- 4' -O' B MALL BE SUBSTITUTED min wwi%%,TED DENSE GRADED CRUSHED STONE AND 2' DEPTH OF SAND BASED. BRICK SIDEWALK PAVING -I ,ice T WEARING SURFACE 1 1/2' BIT. CONC. BASE COURSE -- 8' GRAVEL MIN. 1WMPACTED SUBGRADE -12" QMML BAm G AS REQUIRIM SLOPED GRANITE CURB DETAIL SAW CUT LINE OF INI7IAL SAW CUT PERMANENT PAVEMENT — / PRIOR TO EXCAVATION a -•.rr r s, fa' ke •�f �.: GIB w `rac f 7 e.2• G' HEIG1HT - WIDTH AREA SQ. FT. CU. YDS. PER. LIN. FT. A T W 2 -O' 4' -O' 2' -4' 8.667 0.247 2' -6' 4' -e' - 2' -6' 7.875 0.292 -- 3'-0' a -0" ORDINARY . OW,. 9.165 G* TOP SZE _ 22' -0" FREE f ORGANICS 2' -1o' COMPACTED STAND. •.O....E 0.390 — 4' -0' S 3'-0° 12.0W &44 0.444 HEIG1HT - WIDTH AREA SQ. FT. CU. YDS. PER. LIN. FT. A T W 2 -O' 4' -O' 2' -4' 8.667 0.247 2' -6' 4' -e' - 2' -6' 7.875 0.292 -- 3'-0' a -0" 2r -8' 9.165 013.39 _ 22' -0" 5' -6' 2' -1o' 10.541_ 0.390 — 4' -0' S 3'-0° 12.0W &44 0.444 -2' 13.5+5_1 _ 15.162 0 �2 GRANITE -- /i 4' LOAM 5,_0.. CURB & SEED G AS SHOWN ON PLANS TYPE VA--4 GRANITE / SIDEWALK TO CURB INS /�' DRIVEWAY 2' RADIUS TRANSITION i SAND &ASPHALT °! -�- EMULSION AT JOINT �- 1' -0 w z 8' -0" OR VARIES PAVEMENT PLAN VIEW PAVEMENT TYPICAL CURB RETURN DETAIL SAW CUT LINE OF PERMANENT PAVEMENT 1.2" NEW PAVEMENT. MATCH D4 THICKNESS. xv E E-7 THICK 12" l W LOW RETAINING WALL Y- to f: 4' LOAM & SEED 12" ARTERIAL STREET 70 FOOT LAYOUT 1' -0" P G2 5` -0" ct 's , 11/2' BIT. CONC. WEARING MACE 2 1/2° BIT. CONC, BASE COURSE BERM r12' GRAVEL 5' -0" G1 5�1.8X� } 1 R..... i �lil I�i�l- VIII--- fl'Ir2 - VIII VIII I'II ! i =illy I 11 -I� �1�1i1 illll- -�Ilil II III - .�II!I iilih'lill !11fL �I'. �I�I11 p� f U RBED GRAVEL BASE SEE NOTE I - �I�!I_I= W - w a u1.1: i w NOTES: 1. THE TRENCH EXCAVATION AROUND THE UTILITY WALL TYPICAL DETAIL BE BACK FILLED WITH FLOWABLE FILL OR, IN CASE G NATURAL GAS SIERVIM WITH GAVEL ACTED TO 95X DENSITY. TRENCH RESTORATION Z NEW GAVEL BASE WILL BE INSTALLED AND COMPACTED TO 95X DENSITY. FOR MORATORIUM STREETS 3. THE FINAL TRENCH PATCH WILL BE TO CURB. OR AS APPROVED BY THE ENGINEER. 4. PAVEMENT THICKNESS AND MATERIAL IN ACCORDANCE WITH THE TOWN OF LEXtNGTDN SPECIFICATIONS APPLY HEAT BY INFRARED METHOD TO SEAL ALL JOINTS. 5, JOINT EXISTING PAVEMENT AND PATCH MUST BE INFRARED. 3/0'/x• 3 jtrIF -T. 5+1.BfS C r: I t i.$.r t. r 4' LOAM & SEED —1 1/2° BIT. CONC. WEARING SURFACE 1 1/2' BIT. CONC COURSE GAVEL MIN. MINOR STREET 40 FOOT LAYOUT p -- 1 1/2° BIT CONC. WEARING SURFACE BERM 2 1/2° BIT. CONC. BASE COURSE va � -1Y GRAVEL 31'WjFT. 4' LOAM & SEED 1 1/2' GT. CONC. WEARING SURFACE _{- 1 1/2' BIT. CONC. BASE COURSE 8' GRAM MIN. LOCAL STREET 50 FOOT LAYOUT LAYOUT WIDTH ,,L„ PAVEMENT WIDTH "P" SHOULDER WIDTH G1 G2 40' 24. -0" 2'--0' T -0" 60' 44' -0 " - -- 2' -0" -T -O" 70' 54• -0" 2,_6" 7'-6" 70' DI _ 22' -0" 5' -6" 4' -6" +tvs�y 1 ''vngu�`O mss, y i jaiiu P. g ra Eat`' �'y1 1 �1 5.1.6% j--4 LOAM & SEED ISfT.1x)E;a! 02 5e=1.8% V -6" 11147:7 T�T�'11l OF ZF GTDIV J AcN6 INZ7 RING L?TlIISloff 76,25 diAS'SACHIIS'Is'T7,'S' r1 dIENLIC lZ'XINCTON, &4.0,24,20 4IYN -9r. �a4TE:' - -2015 - EGAD'.• AS NOFTO IJ SlCN�I� gY. CfLP'CKTD .9Y ,0,4YF R"47visloff �- by COArF&4CT NO, SITA7 Ne. 4 0F' sY