HomeMy WebLinkAbout3380-2AC
ASPHALTIC CONCRETE
HCR
BEGIN CURB RETURN
BVC
BEGIN VERTICAL CURVE
CAB
CRUSHED AGGREGATE BASE
CIL
CENTERLINE
CY
CUBIC YARDS
ECR
END CURB RETURN
EP
EDGE OF PAVEMENT
EVC
END VERTICAL CURVE
FG
FINISHED GROUND
FL
FLOW LINE
FS
FINISHED SURFACE
GB
GRADE BREAK
LF
LINEAR FEET
MOCK
MIDDLE OF CURB RETURN
MVC
MIDDLE OF VERTICAL CURVE
PCC
PORTLAND CEMENT CONCRETE
PRC
POINT OF REVERSING CURVE
PIL
PROPERTY LINE
PVI
POINT OF VERTICAL INTERSECTION
R1W
RIGHT OF WAY
SO
STORM DRAIN
SFSQU
A RE FEET
SS
SANITARY SEWER
TAN
TANGENT GRADE Iu CURVE
TC
TOP OF CURB
1
INDICATES
CONSTRUCTION NOTE
1
INDICATES
CURVE DATA (SEE TABLE)
INDICATES
EXISTING CONTOUR
INDICATES
AC PAVEMENT
1M
0 `" C.F.
♦ Y
70.58 FL
1120:1/
INDICATES
ARCA OF SANCUT AND REMOVAL
INDICATES
CRUSHED AGGREGATE BASE
0 " C.F.
70.43 FS
6)
INDICATES
PCC SURFACING
��..
INDICATES
PGC
•'
EXISTING RIGHT OF WAY
(CROSS SECTION)
BENCH MA RK
FOUND 1" IRON PIPE AT INTERSECTION OF
OLEANDER AVENUE AND WALNUT STREET,
ELEVATION 70, 00.
BASIS OF BEARINGS:
CENTERLINE OF OLEANDER AVENUE, HAVING A
BEARING OF SO 00'34"E.
GRADING CONSTRUCTION NOTES
CONSTRUCT 3" AC (C2-AR4000) OVER 4" (CLASS 2) CRUSHED AGGREGATE BASE.
CONSTRUCT COMMERCIAL DRIVENAY APPROACH PER CITY OF FONTANA STD. 102-A,
3 CONSTRUCT B" CURB AND GUTTER PER CITY OF FONTANA STD. 1003.
CONSTRUCT B" PGC CURB ONLY PER CITY OF FONTANA STD. 1003.
CONSTRUCT PCC SIDEWALK PER CITY OF FONTANA STANDARD 1114 AND 1115.
CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STANDARD 104, MODIFIED PER PLAN.
SAWCUT REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER, SIDENALK AND AC PAVEMENT,
RE14OVE AND DISPOSE OF EXISTING TREE.
B PROTECT EXISTING TREE IN PLACE.
10 PROTECT SPECIFIED APPURTENANCE IN PLACE.
11 CONSTRUCT DISABLED ACCESS RAMP PER APKA STANDARD DRAWING 111-Z CASE B, TYPE 1.
MODIFIED TO INCLUDE 112" LIR AT RAMP ENTRANCE PER TITLE 24 REQUIREMENTS.
SEE RAMP DETAIL ON SHEET 1 OF 2.
12 CONSTRUCT FENCING PER ARCHITECTS PLANS AND SPECIFICATIONS
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A PUBLIC SERVICE BY UNDERGROUND aEnVICE ALERT
26 27
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71.18 FS
a
1M
0 `" C.F.
♦ Y
70.58 FL
71.07 FS
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EXISTING RIGHT OF WAY
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REV. REVISION DESCRIPTION DATE ENGR, CITY DATE Consultant's Seal
-ESS
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT D p�
COMMENCE NT THIN TWO YEARS OF THE DA TE OF APPRIDV'AL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
-- - -, — ---- - -- - - -- BRING THEM INTO CONFORMANCE WITH CONDI TIONS AND Nm &W4
STANDARDS IN EFFECT. Exp6-30.05
990"',
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iHsFyYy $}i °i; t�';v 4 iiU �r t'n C ,<4 14
REV. REVISION DESCRIPTION DATE ENGR, CITY DATE Consultant's Seal
-ESS
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT D p�
COMMENCE NT THIN TWO YEARS OF THE DA TE OF APPRIDV'AL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
-- - -, — ---- - -- - - -- BRING THEM INTO CONFORMANCE WITH CONDI TIONS AND Nm &W4
STANDARDS IN EFFECT. Exp6-30.05
990"',
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