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<br />TRUCTION NOTES ~ ~ v4~ O CONS ti ~ QW W~ J a ~
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<br />PAVING.,:; CTION W ~ ' ~Q 0 yJv 00
<br />REVERSE CURB & GUTTER SE a m y4 0 ~Q la CONST. y q . 0 ~ ~ ~W ~ ~
<br />DETAIL 4 0 ~ 0~~ PEt~ ~ ~0 ~ ~ ~ ~ ~ C7
<br />n I. h~ S TYPE "A" EXCAVATION . ~ N ~ y N~ a \ (y N O lU ~ ~ p
<br />3a. U E ION. ~ V O v M ` USE TYPE "B" EXCAVAT Q Jll 3b. TION. Q ~0 Q0~ W~ n~ ~ ~ W ~
<br />3c. US$ TYPE "C" EXCAVA ~ ~ ~Q ~ ? I ® W Z ~
<br />- ON 19-1/2 CRUSHED I y ~ ~0~ 4 , BASIC BID - 3 AC - h WUh ~ rc ~~-o3-~a-25oa
<br />ALTERNATE BID 9 AC . TL /7- 03-18 2503 ROCK. .EEL CONDUIT WITH ~i z
<br />3Qb, PRpVIDE 3 RIGID ST S. R TRAFFIC SIGNAL CONTROI► N w~
<br />PULL ROPE FO „ , BUNIED DEPTH 30
<br />' C PAVING. SCALE
<br />36. MATCH TO EXISTING A ST. STD. 5' WIDE SIDEWALK. 37. CON , SIDEWALK.
<br />37a. CONST. STD. 9 WIDE ~ NORIZ I'~ ~ 20~ ~ j
<br />D REMOVE EXISTING AC PAVING 42. SAW CUT AN NOT IN
<br />TION OF FUTURE SIDEWALK ~ 44. LOCA : 20 DIWM •
<br />NTRACT. ~ ~ CO _ " PAVING . = =--L 1 /2 -
<br />48. EDGE OF NEW ADE. • v ~
<br />VIDE SAR RUN FILL TO SUBGR ~ y - - - - 49. PRO AVING SECTION. - _ - - - _ _ ` - - _ _ _ OR FUTURE P = L SUBBASE F UIT 50 _ =-G.~_-- --yam
<br />ND PATCH FOR COND - ~ soya `'y~ /2'~WATER MAIN r~t~ ~ 50. SAW CUT A o y LEGEND
<br />. ~ ~O~p~aa y NSTALLATION. ~ ~ rt~0~0 NI. C.
<br />I ti ~ ~i0~~` 0 ~`I r a a y rAOa~~N 0~ N n ~j - - EXISTING CURB AND GUTTER SECTION r~ ~9
<br />M n Oyay~ 0'~ a L~ ~ N ~ Oti0 ~ ~ ~ I~ ~~a~y Op r ~ ~0 ~ ro ~ 20~ INWMC LIMIT OF LANDSCAPED P.U,E, ~ r ~
<br />SANITARY'SEW~R r 0 ING FRAME AND COVER TO ~ ~r~p ~ ~ I ~N ~ ~ ~ N 1 ~ EASEMENT ~ ROAD RIGNT OF WAY LINE
<br />87. ADJt~ST EXIST - p 0 q q o~ p 4~ ~ ~ ~ CENTERLINE RaADWAY r~' ' o n
<br />FINISH GRADE. ~ 0 a ~ ~ ~ ~ 00 ~ _ _ rrP ~y ~ ~ pti ~r~ 4 0 ~ J
<br />Q ~t C35 Q p ure s a n~ C36 R~O~ MATCH LINE S, Isla
<br />~ _ _ _ EDGE EXISTING AC PAVING
<br />E CURVE TAELE Sob ~ CENTERLIN a 'p w w
<br />. ~ 36 42 y o~ U 36 3p TYP 4 ~ ~ ~ FUTURE SIDEWALK, NIC.
<br />i I ~ 3 k p I 2 ~ a _ ~ T i T ~
<br />C35 EXIS?INO N~y fir ,..r,,,::.• . ~ _ y EXISTING CURB CUT
<br />2 :.r,-..... C 8 UR I
<br />0 .0 0 +8 8 L A T S C P 2 '~:~::~:~i>'i::: b T/O 1 A N - - - -.yam - i~ . - v
<br />+ NU 5 . ri 2 ON RC 0 6 F 1 uA ON IN TI 0 L C NT R 0 STA f T P ° - -6
<br />02 C EET 9 H 5 ES C-6 SE - o Er 4 E SH S 4 .L - 4 . 41 ~10 S U
<br />I D A R 2 ° ~ 38 STAL l4t50 FROM LC=S 62 37 12 W 729 ~ FOR CONTINUATION
<br />TO STAL !4 t75
<br />SEE SHEET C-6 -
<br />~ 5~ r L~14f75 ~ r
<br />C36 EXI371N0 FROM S A 36 ® 4-~ Q
<br />TO STA Lz/4f96 ~ a 2 ~ 6
<br />. 16+25.16 .J y 1 PC STA L2 0 E fir
<br />PT STAL 24+40.0 37
<br />DIUS=163?.p4 374 y y ~ RA f
<br />LC=S 35 34 0 ~ Y
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<br />2 L21? i-QO 17+50 SHEET 4 OF 8
<br />, z 02.15+00 k. 1640
<br />L 14+:50 ONGi JOB NO. E1018-0111C MR 6-0340-2 y
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