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4= 253044124"
R = 50'
L = 22143'
Cb. R = 38'
L = /68.23'
-T - I L, I.- L- _j .15t ®= 90°00'00" /9 �1 and
Curve Daz`a R=20' E
L= .31, 42'
R R =50' L = 32.18' r= 20.00'
Cb. R = 62' L = 39.90' To b so869
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Curb RM Data .�
S. R/W `- /M W L7 = 90 °00'00" O O
Curve Data. 6 0 R= 20 5 5
Q= 36°52'/2/1
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RR = 50' Z=3218 ' � � L.= 3142' �
Cb. R = 62' L = 39.90' O.5 4' � /O' /O' 8' 4' x-0.5' F= 20.00 ` 32' - I 3D'
0.50 0• Oro 0.26 ° S %y Trac l Lrne 30'
"C. F. LEVEL Z. "I've 6"Gf. SLOPE 4
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TYPICAL SECTION
ORCHID DRIVE
SrA . 0t<o^*4.50 ro srA. 4 6o, o0
CONS TR UC TION NO TES
(D—Construct 22” Aspha/t/c Concrete pavemenl over compacted IW/ve Sol/per 5161 /0e4ai/ /00-0.
2 -- Construe` Std 6" Curb 0 /8" Gutter per Sfd. Der`ai/ /04
(3)-ConSIrUCI 4' 10C.C. s/de wa/1r.
4�-- Construct Ramped Curb Return per Std. Detail /044.
�5 -- Construct 51o! P. C C. Cross Gutter per StQ' Delal/ /04 �'w = 5
a --Remove exist ,oavernenf const• 22 " �9 soha/l�c Conc. Perin a 5' wide.
AdJ u6 / Sewer M 14 fo grade .
® A dJ v5l water Vo I ve Co ver to grade per Sld De tai 1130
9� Install Street Mame 3/gra (ay City of �or�tar�a>
131A I' I So
FOOTH/L L
BL VD.
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8 EN CH MARK o 314
ARROW
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R K. n a i ih P 6/5 64 C S..W corner.
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of Polmello Ave. ` 111,bl'e cius St`r'eet
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le Y 121.3: 5
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CONS TR UC TION NO TES
(D—Construct 22” Aspha/t/c Concrete pavemenl over compacted IW/ve Sol/per 5161 /0e4ai/ /00-0.
2 -- Construe` Std 6" Curb 0 /8" Gutter per Sfd. Der`ai/ /04
(3)-ConSIrUCI 4' 10C.C. s/de wa/1r.
4�-- Construct Ramped Curb Return per Std. Detail /044.
�5 -- Construct 51o! P. C C. Cross Gutter per StQ' Delal/ /04 �'w = 5
a --Remove exist ,oavernenf const• 22 " �9 soha/l�c Conc. Perin a 5' wide.
AdJ u6 / Sewer M 14 fo grade .
® A dJ v5l water Vo I ve Co ver to grade per Sld De tai 1130
9� Install Street Mame 3/gra (ay City of �or�tar�a>
131A I' I So
VICINITY MAP
3
Local/on
1 OF 1
4
FOOTH/L L
BL VD.
Q
ARROW
ROUTE
MERR/LL
AVE.
EM
PrO.J
cf
RA�voa� c
AVE.
O
Q
Q
SAM BdRiVAR
/NO AIDE.
VICINITY MAP
3
Local/on
1 OF 1
4