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- 39.90' L.O.C. 168.29' L.O.C. 3990' L.O.C.
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248.09' VC
PI=1 697.20
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RADIUS
LENGTH
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A
87'35'43"
c
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38.22'
23.97'
q
86'33'45"
25.00'
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23.54'
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PI=1693.53 cc N00 a) "
62.00'
39.90'
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36'52'12"
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39.90'
20.67'
+
253'44'23"
38.00'
0
50.67'
F
L.O.C.=37.77'
30.00'
11+00 10+00
SEE SHEET NO. 3
EDMONTON DRIVE
U
58 wW28�'28'
N 5',5 75
10' 10'
STA. 10+00.00 CA INT.
N s9��9 = STA. 16+10.62 EDMONTON STREET
.
A 12+00 11+00 _ ` r'
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E �� F� N7771'15"W e6�6F 0
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77
t (It w 3w 53
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8" THICK CONC. BAND (NOCOLOR) W/ 1/8 RADIUS JOINT W/ SEALA14T
2 #3 PARALLEL & #3 0 24" OC PREP. (SMOOTH DOWELS)
(UTILIZE EX. GUTTER WHERE CCURS) #5 DOWELS 0 24" OC EW
8" THICK INTEGRAL COLORED
CONC. W/ #3 0 24" OC EW
i
I(TROWLED)
AC PVMT. I
00
CLASS II
AGGR. BASE
PAVING BAND
j COLOR SHALL BE
#3 0 24" OC EW L.M. SCOFIELD C-32
! "QUARRY RED" WITH
1/8" WIDE SCOFIELD C-23 "EAR BROWN"
X 1/2" DEEP JOINT -NI\ //l RELEASE AT 50% AND C-24
"CHARCOAL" RELEASE AT 50%.
00
CLASS 11 _
AGGR. BASE
�aati�� a M.M.,a
STAMPED JOINT
6" 1/8 RADIUS JOINT W/ SE LANT
t5DOWELS ®24" TC EW 6"
SMOOTH DOWELS)
#3024"OC EW /
CLASS II
1.
AGGR. BASE :• , :• .•..`. < : ' I
i�y�-: ••...•..•..•� . ,:•.�-: .,;\�...:. COLOR SHALL BE
L.M. SCOFIELD C-32
"QUARRY RED" WITH
DOWELED JOINT SCOFIELD C-23 "EARTH BR WN"
RELEASE AT 50% AND C-2
12' O.C. EW "CHARCOAL" RELEASE AT 50%.
%.
7 STAMPED CONCRETE PAVING DETAIL
N.T.S.
55
1"-A FMUI=AX
4
OIRCLE
N
A
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54
r-0:: ►V
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N00 NAOTEETNO. 3
15 4pEE ~
HALIFAX CIRCLE
CONSTRUCTION NOTES:
1O•• -CONST. 4" MIN. AC OVER 12" OF 95% COMPACTED NATIVE,
SEE GENERAL NOTES NO. 6 & 7 ON SHEET 1.
'
Q --CONST. 6" PCC CURB & GUTTER PER CITY OF FONTANA STD. NO. 101.
A O3 -CONST. 5' WIDE x 4" THICK PCC SIDEWALK ADJACENT TO CURB PER
CITY OF FONTANA STD. NO. 105A AND PER DETAIL ON SHEET 1.
4�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.
O7 -CONST. STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE
PAVEMENT WITHIN HUNTER'S RIDGE. INSTALL PER DETAIL HEREON.
8a -CONST. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102
("W"=16')
13 R1 STOP SIGN TO BE INSTALLED BY THE CITY OF FONTANA.
' rZECOTZD i��;v�1�NG_ S
AzZ; �'F
�l¢�•Z
PAULIA. HUDDLESTON, JR. DAIV
ENTRANCE TO TRAIL DETAIL
SCALE: 1 " = 20'
14 PAINTED STOP BAR AND STOP PAVEMENT MARKINGS PER CALTRANS
STANDARDS TO BE INSTALLED BY THE CITY OF FONTANA.
15 CONST. COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102-A,
W=24'.
16 INSTALL BOLLARD (BOLLARD TO COMPLY WITH THE REQUIREMENT OF THE
HUNTER'S RIDGE SPECIFIC PLAN AND SHALL BE APPROVED BY ClT`L
WSFECTOQ,CITY OF FONTANA PLANNING DIVISION)
17 CONST. 6" THICK CONC. APRON PER CITY OF FONTANA STD. NO. 102-A.
PRIOR TO PLACEMENT OF CONCRETE CITY INSPECTOR S"NLL APPROVE
GRAIJES GN APROU.
L.O.C.=39.27' PI=1651.46
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Of PI=1651.46 F KM 1"=,0,
VERT.1"-4
12+00 11+00 10+00
2
CURVE DATA
0
DELTA
RADIUS
LENGTH
TANGENT
A
87'35'43"
25.00'
38.22'
23.97'
B
86'33'45"
25.00'
37.77'
23.54'
C
36'52'12"
62.00'
39.90'
20.67'
D
36'52'12"
62.00'
39.90'
20.67'
(E>
253'44'23"
38.00'
168.29'
50.67'
F
90'00'00"
30.00'
47.12'
30.00'
G
90'00'00"
30.00'
47.12'
30.00'
H
90'0000"
25.00'
39.27' '
25.00'
I
90'00'00"
25.00'
39.27'
25.00'
K118, TYPE 2, LUMINAIRE (POLYCARBONATE) K118-EAR-11-150-HPS-
K12-HS-TS-PR-EDISON-LEXAN TO BE INSTALLED BY SCE.
O7 -CONST. STAMPED CONCRETE PAVING TO MATCH EXISTING DECORATIVE
PAVEMENT WITHIN HUNTER'S RIDGE. INSTALL PER DETAIL HEREON.
8a -CONST. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 102
("W"=16')
13 R1 STOP SIGN TO BE INSTALLED BY THE CITY OF FONTANA.
' rZECOTZD i��;v�1�NG_ S
AzZ; �'F
�l¢�•Z
PAULIA. HUDDLESTON, JR. DAIV
ENTRANCE TO TRAIL DETAIL
SCALE: 1 " = 20'
14 PAINTED STOP BAR AND STOP PAVEMENT MARKINGS PER CALTRANS
STANDARDS TO BE INSTALLED BY THE CITY OF FONTANA.
15 CONST. COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102-A,
W=24'.
16 INSTALL BOLLARD (BOLLARD TO COMPLY WITH THE REQUIREMENT OF THE
HUNTER'S RIDGE SPECIFIC PLAN AND SHALL BE APPROVED BY ClT`L
WSFECTOQ,CITY OF FONTANA PLANNING DIVISION)
17 CONST. 6" THICK CONC. APRON PER CITY OF FONTANA STD. NO. 102-A.
PRIOR TO PLACEMENT OF CONCRETE CITY INSPECTOR S"NLL APPROVE
GRAIJES GN APROU.
L.O.C.=39.27' PI=1651.46
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POR ON OF 80' VC
Of PI=1651.46 F KM 1"=,0,
VERT.1"-4
12+00 11+00 10+00
SEE SHEET NO.
2
0
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EDMONTON
DRIVE
w
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6
STA. 11+75.00 C INT.
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Q
W
= STA. 10+00.00 EDMONTON DRIVE
II
5'
5' m
o
Cl
10' 18' 18'
10' 0
8 2 O W
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15' 4.5' VARIES 5'
VARIES � 15MAX 2%
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DECOMPOSED
GRANITE 15 17
PER GRADING 15
PLAN _
SECTION A -A
NOT TO SCALE
�o�� ti sPloN� The SP Consulting Group
F
150 El Camino Real, Suite 120
`- No.35275 Z �Fn Tustin, California 92680
* Exp.9/30/99
CAVIL �! (714)573-4425 FAX (714)573-4499
PREPARED UNDER THE SUPERVISION OF:
OF, CAIS
Z "mce.D DBAw ��f 5 `� TR . 1t1S?3 ¢
REVISIONS APPROVAL DATE
930 --Wo, A•
DATE THOMAS A. PETERSEN R.C.E. 35275
13
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EDMONTON DRIVE
SEE SHEET NO. 2
12' 20' F020' 12'
REGINA
GRAPHIC SCALE
40 0 20 40 so 160
AC PAVING k= _ m- _
DATE:
( IN FEET )
I inch - 40 ft
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTMENT_
DRAWN BY STREET IMPROVEMENT PLANS SCALE:
LCSHALI FAX CIRCLE HORZ.: 1 "=40'
DESIGNED BY REGINA WAY VERT.: 1 "=4'
SES
CHECKED BY TRACT NO. 14573 DATE:
TAP PLAN AND PROFILE 03/02/98
JOB N0. DR. NO. SHT. NO.
APPROVED .C`�...t��G ��- 9�'
Cm.--p� S8 S ' CITY ENGINEER R.C.E. 6 OF 9
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