HomeMy WebLinkAbout3514-12C.
10+00.0
=12+77.1.
77
76
DOBBS PEAK LANE
SEE SHT 3
PROP R/W
P.U.E. &SIDEWALK
EASEMENT
26' �
20'
PROP
45
2c, `°
oL0
W L v �
�O(�pm O J
N U v
LO
�3 r\
v ii
I� II 1 � I U
5'
P.U.E. &SIDEWALK
EASEMENT
57
CATCH BASIN
Al LOCAL DEPRESSION DETAIL (CASE B)
1'-- 10'
LINE TABLE
TABLE
LINE
BEARING
LENGTH
Ll
N 19'2425 V
50.00
L2
N 13' 11:35 "E
50.00
73
N89'51 '35V
5.00
26' �
20'
PROP
45
2c, `°
oL0
W L v �
�O(�pm O J
N U v
LO
�3 r\
v ii
I� II 1 � I U
5'
P.U.E. &SIDEWALK
EASEMENT
57
CATCH BASIN
Al LOCAL DEPRESSION DETAIL (CASE B)
1'-- 10'
SCALE: 1' 0'
CURVE
TABLE
PROP R/W
�'
tl'
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
90'00'00"
25.00
39.27
25.00
C2
90'00'00 "
25.00
39.27
25.00
C3
19',3251 "
105.50
35.99
18.17
C4
13'03' 10 "
105.50
24.03
12.07
C5
212'36'00"
38.00
141.00
129.95
C6
90'00'00"
25.00
39.27
25.00
C7
94'21 '05"
25.00
41.17
26.97
C8
90'00'00"
25.00
39.27
25.00
C9
90'00'00"
25.00
39.27
25.00
SCALE: 1' 0'
MOUNT ISLIP PLACE
REVISION DESCRIPTION
YOU DIG You DIG I�ECD/CD i�+l/G.
TOLL FREE 1-800-227-2600 R.�c• �W�•
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 REV. PLAN/Pf
T,ZACT 144 -?,7- � AvGY
`[ A T l b4Z7-5 ®)Vl
13+02.38 -NORTH
SCALE IN FEET
0 80 120
50
51
10'
sV
CROWN LINE
3 D=06'01'02"
R=907.50' Ai
L=9.5.31 '
' T=47.70'
52 ,-
DATE I ENGR. I CITY I DATE
W,,
17
N
ROCK POINT LANE
SEE SHT 18
TRA C T NO.
5'
P.U.E. & SIDEWALK
PROP R/W
�'
tl'
16427-3
EASEMENT
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
9018'
5'
46
47 48
49
Y
P.U.E. & SIDEWALK
EASEMENT
BASIS OF BEARINGS:
3
mLO
d
5.
EASEMENT
59
5,
�
.5'
PROP R/W
OF SURVEY MAP FILED IN
`nom
6 ^n
�
18
25,
h
g
C3
CROWNLINE
j Ni
2 PROP. 8" SEWER
- -
61
u� o^
PROP. 8" WA ERS �' I
2 73 y
5.5'
d o
5
C2
�
J
6
m
\
1
V�ti
ti
O
c
92 I
U �
o
56
5554
53
MOUNT ISLIP PLACE
REVISION DESCRIPTION
YOU DIG You DIG I�ECD/CD i�+l/G.
TOLL FREE 1-800-227-2600 R.�c• �W�•
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 REV. PLAN/Pf
T,ZACT 144 -?,7- � AvGY
`[ A T l b4Z7-5 ®)Vl
13+02.38 -NORTH
SCALE IN FEET
0 80 120
50
51
10'
sV
CROWN LINE
3 D=06'01'02"
R=907.50' Ai
L=9.5.31 '
' T=47.70'
52 ,-
DATE I ENGR. I CITY I DATE
W,,
17
N
ROCK POINT LANE
SEE SHT 18
5'
5'
P.U.E. & SIDEWALK
PROP R/W
�'
tl'
P.U.E. & SIDEWAL
EASEMENT
EASEMENT
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
9018'
5'
51'
5'
P.U.E. & SIDEWALK
25' 26
P.U.E. & SIDEWALK
EASEMENT
BASIS OF BEARINGS:
NSW
56
20'
5.
EASEMENT
59
5,
.5'
PROP R/W
OF SURVEY MAP FILED IN
P.U.E. & SIDEWALK
EASEMENT
EASEMENT
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
m J Q
18
2
PROP R/W
ELEVATION: # 1428.609
5.5
61
20
20'
5.5'
d o
ro
��N
W
o
92 I
o
/���J�S:C:�ALE- 1 " = 40'
TRACT NO.
K
16427-5
57 11 58
3
W
^� o
L6 W
U
",-,-PROP. 8" SEWER
71 1 N 00'03'57" W 12
PROP. 8" WATER I N
SNOWY PEAK
LANE
3
�'
tl'
SEE SHT. 6
LQ
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
9018'
5'
51'
5'
P.U.E. & SIDEWALK
25' 26
P.U.E. & SIDEWALK
EASEMENT
BASIS OF BEARINGS:
NSW
20
20'
5.
EASEMENT
59
5,
.5'
5'
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. P.U.E. & SIDEWALK
OF SURVEY MAP FILED IN
P.U.E. & SIDEWALK
EASEMENT
EASEMENT
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
m J Q
18
2
PROP R/W
ELEVATION: # 1428.609
61
O
L
zt
U
",-,-PROP. 8" SEWER
71 1 N 00'03'57" W 12
PROP. 8" WATER I N
SIJ
CONSTRUCTION NOTES PROP R/W
--
�
3
�'
tl'
77
LQ
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
9018'
4
3.5 23.15
76�
+U
11 INSTALL STREET LIGHT, KING LUMINAIRE # K118E-EAR-11-100 (MOG)-HPS-120-
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). 5.5'
�iW
BASIS OF BEARINGS:
NSW
Cl: L5
THE BASIS OF BEARINGS FOR THIS MAP
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
PROP R/W
5,
5�
5'
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006. P.U.E. & SIDEWALK
OF SURVEY MAP FILED IN
P.U.E. & SIDEWALK
EASEMENT
EASEMENT
CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
R.S.B. 111/99-103
7�
CONSTRUCT DRIVEWAY APPROACH PER CITY STD PLAN NO 102
ELEVATION: # 1428.609
SIJ
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
U
3
m �
LQ
10
76�
��
11 INSTALL STREET LIGHT, KING LUMINAIRE # K118E-EAR-11-100 (MOG)-HPS-120-
�iW
BASIS OF BEARINGS:
NSW
Cl: L5
THE BASIS OF BEARINGS FOR THIS MAP
5'
P.U.E. & SIDEWALK
.EASEMENT
BA
PROP R/W 63
18'.p
PROP R/W I �5'
�'I P.U.E. & SIDEWALK
EASEMENT
"W" PER PLAN. WACONSTRUCT LOCAL DEPRESSION PER Y A.P. W.A. STD. PLAN 313-1 AND DETAIL HEREON.
W
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 AND STANDARDS IN EFFECT.
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
36637 EXP.
�lRECORD DRAWING
to
I
Ic No. 36637
THESE PFCC ,�, SGS HAVE BEEN � PREPARED, IN NS
r A*- PART O Ta f F INFORMATION COMPILED AND
FURNISI".�' , 1� N ERS. THE ENGINEER WILT. NOT BE �
� l i✓''/i R�\ RESPONSOLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
u
RESULT THEREOF.
V
CITY OF FONTANA, CALIFORNIA
PRI VA TE STREET IMPROVEMENT PLANS
DRAWN BY: TRACT NO. 16427-3 & 16427-5 SCALE:
MA sc MOUNT ISLIP PLACE & As SHOWN �-
DESIGNED BY: DATE: (
EF BA CKU ' EA K WA Y AUGUST 2003
CHECKED BY: OVED � j DRAWING NO.: 1ZI
-3 3514
GB CITY ENGINEE R.C.E. 51152 DATE 18
J:\126-1769\Streets\ST12.dwa. 05/27/2004 10:41:24 AM. DM
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 130.
10
INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
11 INSTALL STREET LIGHT, KING LUMINAIRE # K118E-EAR-11-100 (MOG)-HPS-120-
BENCH MARK: 18-17
BASIS OF BEARINGS:
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5)
CALTRANS BENCHMARK#8-17, A
THE BASIS OF BEARINGS FOR THIS MAP
BRASS CAP IN THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
IS THE CL OF L n4E gREEK RD.
SHOWN AS N00'12 J5 E ON REtRD
343' NORTH OF HIGHLAND 0.2 M/ WEST
OF SURVEY MAP FILED IN
OF SAN SEVAINE RD., 2.6,E M/ WEST
R.S.B. 111/99-103
OF SIERRA AVE.
ELEVATION: # 1428.609
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 AND STANDARDS IN EFFECT.
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
36637 EXP.
�lRECORD DRAWING
to
I
Ic No. 36637
THESE PFCC ,�, SGS HAVE BEEN � PREPARED, IN NS
r A*- PART O Ta f F INFORMATION COMPILED AND
FURNISI".�' , 1� N ERS. THE ENGINEER WILT. NOT BE �
� l i✓''/i R�\ RESPONSOLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
u
RESULT THEREOF.
V
CITY OF FONTANA, CALIFORNIA
PRI VA TE STREET IMPROVEMENT PLANS
DRAWN BY: TRACT NO. 16427-3 & 16427-5 SCALE:
MA sc MOUNT ISLIP PLACE & As SHOWN �-
DESIGNED BY: DATE: (
EF BA CKU ' EA K WA Y AUGUST 2003
CHECKED BY: OVED � j DRAWING NO.: 1ZI
-3 3514
GB CITY ENGINEE R.C.E. 51152 DATE 18
J:\126-1769\Streets\ST12.dwa. 05/27/2004 10:41:24 AM. DM