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=- - - - - - - HILL WA Y -�-
10+00
CA TA WBA AVE.
PER DWG. NO. 358
SHEET 3
III I i I�_L
I � '
3 ' ,39'
NSG
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I
FUT. R/W I
EX. CL & I
5
11+00
12+00
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PROP. R/W N "i4' 1 CONSTRUCTION NOTES
M. BNDRY. Cl 1 C4 I 1 24 2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 957 COMPACTED
10+00.00 OAK HILL WA
.
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PFROFILE
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VERT 1 " 4'
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GUTTER:----
UTTE
-
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GL EN ABBEY �'L,4 CE -
3
10+00 11+00 12+00 13+00 14+00
SCALE IN FEET
-0 810 120
j6 8 I NATIVE MA TERIAL (SEE GENERAL NOTES 31 & 32)
21 J� `v 4 6 1 �,�`�' O4 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
13 �
6 CL SP IOP. ATER o0 11 N 89 4724" E
EET � � � 1 +78.51 OAK HILL AY O CONSTRUCT 6" TO 8" P.C.C. CURB &GUTTER TRANSI7/0N PER
1 �� 2 0 1, I CITY STD. PLAN NO. 1003
7 I �N ��� 4 N �� zll l +68.80 GLEN AB EY
5 PLA CE n66 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
G
I Vi `L6g F� m
I h22' rn
39 II
^
N
I CA TA WBA A VE.
PER DWG. NO. 358
SHEET 3
TOLL FREE -1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
25
l TR. BNDRY.
7,r -?,4C7' 16 �5f D-_2 o
v
10+00.00 7 PROP. R/W
N ABBEY PL. 3 �'a 9
2 = +00.00 it _ -
5A Y WAY
OAK HILL WA Y
SEE HEREON AT LEFT
26'ua; ill 11 Illi
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X � y7 22 2 7 f W
C\4 15' I,N
I I I o 51 +
.�G
15 ST LT. 4 -
CURVE
TABLE
CONSTRUCT P. C. C. CROSS GUTTER W=10' PER Cl TY STD. 105
g ^ Urn
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
90"00'00
35.00
54.98
35.00
C2
90'00'00"
35.00
54.98
35.00
C3
90'00'00"
30.00
47.12
30.00
C4
90'00'00"
30.00
47.12
30.00
C5
7° 16'40"
320.00
40.65
20.35
C6
5°54'06"
280.00
28.84
14.43
C7
17'4556"
107.00
33.18
16.72
C8
212°4643"
38.00
141.12
129.20
C9
106'2322"
25.00
46.42
33.41
C 10
90°00'00"
25.00
39.27
25.00
C11
5°5559"
300.00
31.06
15.55
C 12
1'20'42"
300.00
7.04
3.52
C 13
716'40 "
300.00
38.11
19.08
C 14
716'40 "
300.00
38.11
19.08
C 15
90'00'00"
35.00
54.98
35.00
C 16
90'00'00"
55.00
86.39
55.00
C17
110'33'08"
60.00
115.77
86.57
C 18
10' 16'34 "
107.00
19.19
9.62
TOLL FREE -1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
25
l TR. BNDRY.
7,r -?,4C7' 16 �5f D-_2 o
v
10+00.00 7 PROP. R/W
N ABBEY PL. 3 �'a 9
2 = +00.00 it _ -
5A Y WAY
OAK HILL WA Y
SEE HEREON AT LEFT
26'ua; ill 11 Illi
o m
X � y7 22 2 7 f W
C\4 15' I,N
I I I o 51 +
.�G
15 ST LT. 4 -
N I I1
F C3 4
G 1�G C1
C
CONSTRUCT P. C. C. CROSS GUTTER W=10' PER Cl TY STD. 105
g ^ Urn
TR. BNDRY.
�t� Z #
O
CONSTRUCT P.C.C. CROSS GUTTER W=8' PER CITY STD. 105
PROP. R/W &1 m �
6 �' 1 1 28
' 1
O
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
"6
1� �r1Cr
W 27' 2 f 12
16.63
ADJUST MANHOLE/CLEANOUT TO GRADE PER CITY STD. 109
26o
^ "i
I -
o Q) +
L5
ADJUST VA VE TO GRADE PER Cl TY STD. 130
14.20
�_
N79'30'50 "E
41.04
14 18
+ 1
14
INSTALL STREET NAME SIGN PER CITY STD. NO. 139
rr�rl C i 1� F 39)
^ I 1 1
15
INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17)
20E
II
GLEN ABBEY PLACE
1�
CONST. 16' DRIVEWAY PER CITY STD. PLAN NO. 1005
24 Zn
SEE HEREON AT RIGHT
18
INSTALL R1 STOP SIGN W/LIMIT & "STOP" LEGEND
15'
BALTRAY WAY
v�
PER CITY STD. PLAN NO. 139
21
INSTALL 4" PVC AND 6" PVC, SCHEDULE 40, LANDSCAPE SLEEVES
OAHILL
WAY
Z000llro��w
TOLL FREE -1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
25
l TR. BNDRY.
7,r -?,4C7' 16 �5f D-_2 o
v
10+00.00 7 PROP. R/W
N ABBEY PL. 3 �'a 9
2 = +00.00 it _ -
5A Y WAY
OAK HILL WA Y
SEE HEREON AT LEFT
26'ua; ill 11 Illi
o m
X � y7 22 2 7 f W
C\4 15' I,N
I I I o 51 +
.�G
15 ST LT. 4 -
LINE TABLE
G 1�G C1
C
LINE
BEARING
LENGTH
L 1
N 16°3558 "W
42.74
L2
N 16° 10'46 "E
47.94
L3
SOO' 12'36 "E
16.63
L4
S10°03'58"W
41.04
L5
N00-12'36 "W
14.20
L 6
N79'30'50 "E
41.04
TOLL FREE -1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
25
l TR. BNDRY.
7,r -?,4C7' 16 �5f D-_2 o
v
10+00.00 7 PROP. R/W
N ABBEY PL. 3 �'a 9
2 = +00.00 it _ -
5A Y WAY
OAK HILL WA Y
SEE HEREON AT LEFT
26'ua; ill 11 Illi
o m
X � y7 22 2 7 f W
C\4 15' I,N
I I I o 51 +
.�G
15 ST LT. 4 -
�G ��t,
D�
G 1�G C1
C
/
CL. DWY. 10+00
17
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5
W=16
TYP. l C)"60
12 �0 13 0
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0 PROP. SEWER
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6
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5'
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27
4
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20E
II
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Y
5 '
24 Zn
SEE SHEET 4
5'
15'
BALTRAY WAY
v�
9 7
RECORD -DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPAREfly IN
PART, ON THE BASIS OR MFORMATION OOMPILED AND
FURNISHED BY OTNeRIL TME ENGDOM WILL NOT BE
RESPONSIBLE POR ANY ERRORS OR OMI8810N6 VW# M
HAVE BEEN INOORPORNFED RM TME DO AS
A R86MT TNEREOF
� SCALE: 1 " = 40'
J
2 17 4
15 m On -
PROP. R/W O II 0) Q
om 17 Ln
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C)CN Z5
N ��
U ao + int CL.
W=
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5 •�G
10 519 5 L 2�'g�9FL ��1� 125 �1 CD. 075�G PROP. SEWER
F 8 5 5� •(G
'36' W 12+00 C 3 p C1 C14 + L STREET 2
4 1 C1 1 +00 N W
PREP. WATER
C7, 16130-1
5
I W=16' U
I ST. LT. n 6
15 a pQ U W I ILd
f<r ad 17 m
m OC)o , I 1+v
rr�rlCr 10�fD�l I I� I lam
9 8
SEE SHEET 3
OYSTER BAY LANE
GLEN ABBEY PLACE
REV. REVISION DESCRIPTION DATE ENGR'. CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS
RECORD DRAWINGS tL q 61 AND STANDARDS IN EFFECT.
REV. S/W FROM B' TO 6' W IDE (,L �(%(d
RENCH MARK: No. 615 BASIS OF BEARINGS.
THE BEARING OF N00' 12'36 E ALONG
RAILROAD SPIKE AT INTERSECTION THE CENTERLINE OF CATAWBA AVENM
R
RA CITRUS AVE. AND LOS CTI OS AS SHOWN ON RECORD OF SURVEY,
AVE., IN POWER POLE N0. 9011E FILED IN BOOK 103, PAGES 1 AND 2,
S
ON THE EAST SIDE OF CITRUS AVE. RECORDS OF SURVEY, WAS USED
AS THE BASIS OF BEARINGS FOR THIS
:LEVATION: 1467.59 IMAP.
Prepared Under The Supervision Of
OQRSSS/, gl PREPARED IN THE OFFICE OF
6e US c Fti MADOLE AND ASSOCIATES, INC.
� y 10601 CHURCH STREET , STE. 107
w No. 65195 m RANCHO CUCAMONGA, CA 91730
o ( PHONE (909) 948-1311
9Exp: 1 V3L a5��
\O CAL�FO�
RCE 65195
Date :
EXP. 9-30-05
NO TE:
DRI VEWA Y L OCA TIONS SHOWN ARE APPROXIMA TE.
FINAL DRIVEWAY LOCATIONS SHOULD BE TAKEN
FROM THE PRECISE GRADING PLAN
CITY OF FONTANA, CALIFORNIA
S TREE T IMPROVEMENT PLANS
DRAWN BY:cc TRACT 16539, 16539-1 & 16539-2 SCALE:
SHOWN
DESIGNED BY:DATE:
MSG/LP OAK_H/LL WA Y GLEN ABBEY PLACE MARCH 2O0�
k
D BY: P VED BY DRAWING NO.:MJGLPCI ENGINEER R.C.E. 51152 DATE 3578
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5'
15'
+U
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9 7
o+W�
15 a pQ U W I ILd
f<r ad 17 m
m OC)o , I 1+v
rr�rlCr 10�fD�l I I� I lam
9 8
SEE SHEET 3
OYSTER BAY LANE
GLEN ABBEY PLACE
REV. REVISION DESCRIPTION DATE ENGR'. CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS
RECORD DRAWINGS tL q 61 AND STANDARDS IN EFFECT.
REV. S/W FROM B' TO 6' W IDE (,L �(%(d
RENCH MARK: No. 615 BASIS OF BEARINGS.
THE BEARING OF N00' 12'36 E ALONG
RAILROAD SPIKE AT INTERSECTION THE CENTERLINE OF CATAWBA AVENM
R
RA CITRUS AVE. AND LOS CTI OS AS SHOWN ON RECORD OF SURVEY,
AVE., IN POWER POLE N0. 9011E FILED IN BOOK 103, PAGES 1 AND 2,
S
ON THE EAST SIDE OF CITRUS AVE. RECORDS OF SURVEY, WAS USED
AS THE BASIS OF BEARINGS FOR THIS
:LEVATION: 1467.59 IMAP.
Prepared Under The Supervision Of
OQRSSS/, gl PREPARED IN THE OFFICE OF
6e US c Fti MADOLE AND ASSOCIATES, INC.
� y 10601 CHURCH STREET , STE. 107
w No. 65195 m RANCHO CUCAMONGA, CA 91730
o ( PHONE (909) 948-1311
9Exp: 1 V3L a5��
\O CAL�FO�
RCE 65195
Date :
EXP. 9-30-05
NO TE:
DRI VEWA Y L OCA TIONS SHOWN ARE APPROXIMA TE.
FINAL DRIVEWAY LOCATIONS SHOULD BE TAKEN
FROM THE PRECISE GRADING PLAN
CITY OF FONTANA, CALIFORNIA
S TREE T IMPROVEMENT PLANS
DRAWN BY:cc TRACT 16539, 16539-1 & 16539-2 SCALE:
SHOWN
DESIGNED BY:DATE:
MSG/LP OAK_H/LL WA Y GLEN ABBEY PLACE MARCH 2O0�
k
D BY: P VED BY DRAWING NO.:MJGLPCI ENGINEER R.C.E. 51152 DATE 3578
W
J:\826-1739\streets\stO2.dwg, 03/26/2004 11:57:01 AM, cc