HomeMy WebLinkAbout2441-58" THICK CONC. BAND (NO COLOR) W/ 1/Mo�A1,DHiUDS ST W/ SEALANT
2 #3 PARALLEL do #3 O 24 OC PREP. ( )
(UTILIZE EX. GUTTER WHERE OCCURS) #5 DOWELS O 24" OC EW
S" THICK INTEGRAL COLORED
CONC. W/ #3 O 24" OC EW
(TROWLED)
AC PVMT.
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CLASS it .
AGGR. BASE
PAVING BAND
COLOR SH ALL BE
#3 O 24" OC EWL.M. SCOFIELD C-32
"QUARRY RED" WITH
1/8w WIDE SCOFIELD C-23 "EARTH BROWN
X 1/2" DEEP JOINT--N,,,,.RELEASE AT 509 AND C-24
Z*CHARCOAL" RELEASE AT 509'5,
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CLASS II......................y-'�^ •�_ - • �- T `
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AGGR. BASE - �' ' .. ' • . .. ' :•. '• �
STAMPED JOINT
1' 0. C. EW
" 1 /'8 RADIUS JOINT W/ SEALANT
DOWELS O 24 OC EW
SMOOTH DOWELS)
#3 O 24" OC EW
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CLASS it
AGGR. BASE
COLOR SHALL BE
L.M. SCOFIELD C-32
"QUARRY RED" WITH
DOWELED JOINT SCOFIELD C-23 "EARTH BROWN"
RELEASE AT 509 AND C-24
12' 0. C. EW "CHARCOAL" RELEASE AT 50755.
STAMPED CONCRETE PAVING DETAIL
N.T.S.
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CATCH BASIN NO. 1B
N.T.S.
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CONSTRUCTION NOTES:
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INT. STA. 17+11.74 MANITOBA C
= STA. 12+34.26 ONTARIO CIRCLE
4
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1O --CONST. 4" MIN. AC OVER 12" OF 959 COMPACTED NATIVE,
SEE GENERAL NOTES NO. 6 & 7 ON SHEET 1.
O -CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101
3> -CONST. 5' NIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER
CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1.
&-STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING
K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS-
K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE.
6O --CONST. 25' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA
STD. NO. 104-A (INCLUDES HANDICAP RAMP do SIDEWALK LANDING)
C> -CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 105 AND AS
MODIFIED PER DETAIL ON SHEET 4.
9a --CONST. STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE
PAVEMENT WITHIN HUNTERS RIDGE. INSTALL PER DETAIL HEREON.
@--CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102,
W=16'.
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►118 72' �-42.27'
'40'00"E 1 �+00 6o,'L• °`�,o•
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T INT. STA. 10+00.00 MANITOBA DRIVE
9 I STA. 54+77.13 BRIDLEPATH DRIVE
11+ aco
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GRAPHIC SCALE
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CLRVE DATA
DELTA
RADIUS
LENGTH
TANGENT
A
08'25'22"
200.00'
29.40'
14.73'
B
11'05'22"
200.01'
38.71'
19.42'
C
26'42'28"
200.00'
93.23'
47.48'
D
91'51'44"
30.00'
48.10'
30.99'
E
02040'00"
218.00'
10.15'
5.07'
F
26'42'28"
182.00'
84.84'
43.20'
G
90'00'00" 1
25.00'
39.27'
25.00'
H
90'00'00"
25.00'
39.27'
25.00'
I
14'23'53"
218.00'
54.78'
27.54'
J
85'15'37"
25.00'
37.20'
23.01'
K
83'47'38"
25.00'
36.56'
22.43'
L
08007'46"
182.00'
25.82'
12.93'
M
87'19'20"
25.00'1
38.10'
23.86'
N
86'48'46"
25.00'
37.88'
23.65'
0
93'16'57"
30.00'
1 48.84'
31.77'
CONSTRUCTION NOTES:
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xlan25
�s .! 10- .rs...�
•gyp, ��� � �',r
o�
J' H
40
0k 6
✓�/
INT. STA. 17+11.74 MANITOBA C
= STA. 12+34.26 ONTARIO CIRCLE
4
�r
M
s
00000
1O --CONST. 4" MIN. AC OVER 12" OF 959 COMPACTED NATIVE,
SEE GENERAL NOTES NO. 6 & 7 ON SHEET 1.
O -CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101
3> -CONST. 5' NIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER
CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1.
&-STREET LIGHTS, NOSTALGIC POLES AND LIGHT FIXTURES, NOSTALGIC KING
K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS-
K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE.
6O --CONST. 25' RADIUS RAMPED CURB RETURN PER CITY OF FONTANA
STD. NO. 104-A (INCLUDES HANDICAP RAMP do SIDEWALK LANDING)
C> -CONST. CROSS GUTTER PER CITY OF FONTANA STD. NO. 105 AND AS
MODIFIED PER DETAIL ON SHEET 4.
9a --CONST. STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE
PAVEMENT WITHIN HUNTERS RIDGE. INSTALL PER DETAIL HEREON.
@--CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102,
W=16'.
r
eX
K-,jq;ROFESS/phi
4��?S �.fiTF`FZ
* Exp.9/30/99
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OF CI►��F
15+00
gyp, 4 m
N oNE
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,
32 ,
'50
m
33
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27 :E or
c^ 10
n
r
c
II
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14+00
34
17
MANITOBA
13+00 12+001
4I.- sr
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Yl�KO m
w
►- F
W S' as
1 16 +(n ±
6
6
►118 72' �-42.27'
'40'00"E 1 �+00 6o,'L• °`�,o•
12+
014 !0-
,,
W)
35 11 37 1 38
1 36 1 1
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H a
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II
I
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• �I $ II
1 � II II
0 I II
un I I I
I ►` II
T INT. STA. 10+00.00 MANITOBA DRIVE
9 I STA. 54+77.13 BRIDLEPATH DRIVE
11+ aco
f 00E
M N
D \ I II
I II
it
II II
39 til 11
I M
a�
0
t-
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GRAPHIC SCALE
N a M a
(DFS)
1 tneh = 40 it.
rl-
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1-11
0
Lri
Mj
°' m
�0
i�
N0