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DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
1-800-227-2600
A PUBLIC SERMCE' BY
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12 +00
CURVE DATA
13 +00
O BEARING /DELTA RADIUS LENGTH TANGENT
G 24 004'59" 330.00' 1J8.71' 70.39'
O2 24 004'59" 305.00' 128.20' 65.06'
O3 24 004'59" 355.00' 149.22' 75.73'
14 +00 15 +00
P.AL OAfAR STREET
REVISIONS:
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MARK DESCRIPTION
DESIGNED BY:
CHECKED BY:
16 +00 17 +00 18 +00 19 +00
CAPE . COD ;
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PERT DRI VE
19344
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PRORLE SC"
HORIZ. 1 " = 40'
VERT. 1 " = 4'
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CONSTRUCTION NOTES: m
CONST. 6" TYPE "A -6" CURB AND GUTTER PER RIVERSIDE COUNTY STD. NO. 200.
3— CONST. 4 THICK CONC. SIDEWALK PER RIVERSIDE COUNTY STD. NO. 401. -
70 CONST 0.25' A.C. WITH SEALCOAT c
0.96' A.B. CL. 11 WITH PRIMECOAT
ASPHALT EMULSION.' CD
CD
72 CONST. LOCAL DEPRESSION PER RIVERSIDE COUNTY STD. NO. 311
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INSTALL
STREET LIGHTS PER STREET LIGHT PLANS, AND RIVERSIDE COUNTY STD. NO. 1000
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O23 --- INSTALL BLUE -DOT REFLECTIVE PAVEMENT MARKER PER R.C.F.D. GUIDELINES.
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SEAL— ENGINEER PREP: ;RED BY: PREPARED BY: CITY OF LAKE ELSIKM Z
Q oFS,o V S STREET IMPROVEMENT PLANES 4HUNSAKER &ASSOCIATE