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EY. or T.C. RETURN. DATA
R L T CONSTRUCTION NOTES:
PROFILE -o
• HORIZ 1" =40' K 89' 33' 4C�' 35.00' 54.71' 34.73' SAW CUT &REMOVE existing concrete or asphalt concrete surfs
SCALE.
VERT' 1" = 4' L 166' 39' 43' .19.00' 55.27' 162.50' 3 PLACE (0.60' Thk.) Asphalt Concrete over Compacted Native.
M 89' 35' 24" 35..00' 54.72' .34.75' 6. PLACE (Variable Thk.) Asphalt Concrete over existing .pavement.
N 136 .09' OG' 1.9.00' 44.82' 46.04' 7 PLACE (0.25' Thk.) Asphalt Concrete (Misc. Area)
0 135. 15' O 20.00' 47.21 48.59' 8 PLACE Asphalt Concrete Dike per County Std. 117
15 CONSTRUCT Er Curb and Gutter per' County Std. 115
17 CONSTRUCT Curb (Type Al -200) per State Std. A87
21 CONSTRUCT Type C" Sidewalk per County Std. 1.09
/23 CONSTRUCT Asphalt Concrete Sidewalk & Ramp per Special Dwc
24 CONSTRUCT Curb Ramp (CASE C) (4" Thk.) per State Std. A8a
25 CONNECT to Existing & INSTALL (28" X 20") Cortugaed Steel F
/ 30 CONSTRUCT Pipe. Headwall per State Std. D89. (Modified width
� 35 INSTALL 35x35 Grate & Frame. No. 14 per Alhambra Foundry a
I N and per Drainage inlet Detail on Sheet 13.
36 PLUG END •
/ 37 REMOVE Existing Concrete
40 REMOVE Existing & INSTALL Temporary Chain Lank Fence (inch
the location shown. See Chain Lank Fence Summary on Sheet
N 41 INSTALL Chain Link Fence along the R/W or at the location sh
/ 0 I Caltrans Standard A85. See Chain Link Fence Summary on thif
Post pocket inserts shall be installed in top of headwalls. (whet
tt l 'Alternative Anchorage Detail' of the State Std. B11-7.
/t;i L.,.. ,Q_ t 11 1Itilities to he RELOCATED By Others
■
ROUND
r. C.M.P.
WX3/g' "
4x3x3/g'
ANGLE IRON 3' ANGLE IRO
BOTH END BATH END
Tnn %nnu
Lai
PIC
�7Cd7w/ v I'Ytve�
BOTH ENDS
PLUG END arm
CONCRETE. F
NO
AT FUN I ANA AVtN Ut
OM STA. 60+25 TO STA. 6+E
W.O. NO. PLAN SCALE SHT. N0.