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BASELINE A
REVISION DESCRIPTION
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T)ATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NO
10.11 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CI TY ENGINEER MAY RJ QUIRE REVISIONS TO THE PLANS TI
RRINC THEM INTO CONFORMANCF WITH CONDITIONS AND
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I S5 I t5b CROSS REFERENCES:
J SEWER IMPROVEMENT PLAN 1 OF
STORM DRAIN IMPROVEMENT PLAI
M p w U �
,`n U 00 U � COMMUNICATION CONDUIT PLAN 1
It—W 0� + F-
+ + X 0 _ MATCHLINE SIGNING AND STRIPING 2 OF 5
< coQZ<q STA 11+19.93
a, o o TRAFFIC CONTROL PHASE 1 1 OF
Ln vi`� '' SEE SHEET 15
TRAFFIC CONTROL PHASE 2 5 01
TRAFFIC CONTROL PHASE 3 10 C
NOTES:
1. FOR ITEMS TO BE ADJUSTED STREET LIGHTING PLAN 1 OF 1
TO GRADE, SEE DEMOLITION PLAN.
DEMOLITION PLAN 1 OF 3
s; Z 0 2. SEE SHEET 41 FOR LD DETAILS
9. �AND SCHEDULE
J .+ W
CURVE/LINE DATA
IF
,2 vim_
' SD U) >1 A/BEARING RADIUS LENGTH TANGENT
- - - - - - - Q 1 89'55'50" 50.00' 78.48' 49.94'
-----� II Q WC2)- -
88'40' 12" 294.79'
W 3 89'46'22" - 207.011 -
4 180'00'00" 2.00' 6.28' -
oo N 89048' 51 "E 5 89"461227 - 206.97 -
STA 184+60.07 BASELINE AVE = 6 88'40'12" - 31.03' -
oo
STA 10+00 CITRUS AVE 7 89'4622" - 83.74' -
8
STA 185+22.85 ECR 9(707'06" 50.00' 78.64 1 50.10'
47.00' RT STREET IMPROVEMENT CONSTRUCTION Na
low
-J8L-NW.
� ADDEND