HomeMy WebLinkAbout3300-2CL
CL
cu
cu
0
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cu
JOIN EXIST JOIN EXIST
PCC C&G I - PCC C&G
II II
13 EXISTING PCC C&G
EXISTING PCC CURB 13
EXIST GRND
20' MIN �—
�I—
I
I
I
LEGEND.
EXIST AC DIKE 13 REMOVE EXISTING PAVING
& SUBGRADE REPLACE WITH
6" EXIST AC 13 0.33'-0.54' AC
JCEXIST GRND
COLD MILL 0.15' AND OVERLAY
WITH 0.15' AC (C2—AR-4000)
JOIN
n in -r -r.
EXIST SWK, C&G @OR
OR CURB ONLY
EXIST SWK, C&G@OR
OR CURB ONLY
WEST EAST
10-I-50 TO 28+50
PALMETTO AVE.
TYPICAL SECTION
NOT TO SCALE
WEST EAST
R/W 60, R/W
-m' gin'
NORTH SOUTH CONSTRUCTION NOTES
R/W 120'-145' R/W CONSTRUCT 8" CURB AND GUTTER PER STD DWG 1003
' I '
58'-68 62 76 6' CONSTRUCT COMMERCIAL DRIVEWAY PER STD DWG 102—C
a
93'— 120 e
45'-58' 45'-62' CONSTRUCT CONCRETE SIDEWALK PER STD DWG 1015
EXIST C&G 13 EXIST CURB MEDIAN 13 13 EXIST SWK, C&G MATCH EXIST
OR(D1 13 COLD MILL EXIST 0.15' AND OVERLAY 0.15' AC
SWK, C&G
URB ONLY __ _=�=� _' _770
�� 5 REMOVE 0.33 —0.38 AC AND RECONSTRUCT 0.18y-0.23,AC
ORSEE PLAN OVER NATIVE PER SPECS
PALMETTO AVE—REMOVE 0.33 AC AND RECONST 0.18 AC
59+75 TO 83+29
BASELINE AVE. OLEANDER AVE—REMOVE 0.38' AC AND RECONST 0.23' AC)
TYPICALI REMOVE 0.50'-0.54' AC AND RECONSTRUCT 0.35'-0.39' AC
NOT TO SCALE
PALMETTO AVE.
TYPICALI
NOT TO SCALE
NORTH
R/W
145'-150
a 72'-76' 72'-768
i
115'— 123'
58'-60' 58'-65'
e �—
EXIST C&G, 13 4 13 EXIST CURB MEDIAN
SWK 4
EXIST SWK, C&G
NORTH
R/W
10+47 TO 34+23
BASELINE AVE.
TYPICAL
NOT TO SCALE
m
WEST
R/W
32'-34'
64'-67'
32'-35'
EXIST SWK, C&G o
(DOR(3)OR@_k
EXIST SWK, C&G ( I
OR CURB ONLY �)
SEE PLAN
OR 13
EXIST STRUCTURE,
TREES, POLE
(TYPICAL) SEE PLAN
i
z
13 EXIST C&G,
SWK
or-' _ I Io,
34+23 TO 59+75
BASELINE AVE.
.TYPICAL T I
NOT TO SCALE
OR 0 SEE PLAN
EXIST SWK, C&G
EXIST SWK, C&
SECTIONTYPICAL
NOT TO SCALE
OVER NATIVE PER SPECS
(MERRILL AVE—REMOVE 0.50' AC AND RECONST 0.35' AC
EAST BASELINE AVE—REMOVE 0.54' AC AND RECONST 0.39' AC)
R/W
CONSTRUCT 0.15' AC OVERLAY PER SPECS
REMOVE EXISTING TREE
f 9 ROOT PRUNE EXISTING TREE AS NECESSARY
` 10
DR 3�OR CONSTRUCT HANDICAP ACCESS RAMP PER STD DWG 1006
1 13 11
ADJUST EXISTING VALVE COVER TO PROPOSED GRADE
NG VA V
I, EXIST SWK, C&G
c RB LAN ONLY
SEE PLA12 ADJUST EXISTING MH COVER TO PROPOSED GRADE
"I SE
13 OR 13 PROTECT IN PLACE
EXIST STRUCTURE,
TREES, POLE 14 PROTECT IN PLACE EXISTING GRATE INLET
(TYPICAL) SEE PLAN
15 CONTRACTOR TO COORDINATE WITH UTILITY COMPANY TO
ADJUST VAULT/MH COVER TO GRADE
16 CONSTRUCT RESIDENTIAL DRIVEWAY PER STD DWG 103
SOUTH 1 i REMOVE & RECONSTRUCT CONC CROSS GUTTER
R/W PER STD DWG 104
18 SAWCUT CLEAN EDGE 6" FROM EXIST FACE OF DIKE.
REFER TO SECTION ON SHEET 2,
19 SAWCUT EXISTING CURB AND/OR CONCRETE PAVEMENT
FOR ACCESS RAMP
EXIST SWK, C&G 20 SAWCUT AND REMOVE EXISTING CURB & GUTTER
21 CONSTRUCT CURB ONLY PER CITY OF FONTANA STD DWG 1003
22 CONSTRUCT 8" AC DIKE PER STD DWG 136
23 CONSTRUCT CONCRETE BLOCK SLOUGH WALL_ PER
APWA STD PLAN NO 622-1
EXIST SWK, C&G(1 3
11+30 TO 30+00
MERRILL AVE.
TYPICAL
NOT TO SCALE
NORTH SOUTH
R/W 82'— 100' R/W
32°-50 50' _c
6
60'-72'