HomeMy WebLinkAbout3933-11�
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00
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 M/ WEST
ALONG THE CL SUMMIT AVE
OF SAN SEVA/NE RD., 2.65 M/ WEST
AS SHOWN ON TR N0.
16427-1, M.B. 296/`1-11.
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DATE-
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FEB 2005
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A. Date
RCE 36637 EXP. 6-30-06
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WENDELL L. IWATSURU
ITY NGIN R.C.E. 51152 DATE
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?ROP. WATER
1
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LINE
BEARING
LENGTH
L 1
J
42.71
L2
N0938'08 "E
42.71
L3
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50.00
�W 17
+0 16
15
14
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C3
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33.62
16.94
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215'01 '39 "
40.00
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126.76
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110.00
33.62
16.94
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�
THE APPROVED PRECISE GRADING PLANS.
I.
676.78
c
TC %e,
+ BENCH MARK. • �ic 8-17
1
BRASS CAP IN THE CONCRETE BASE OF
00
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 M/ WEST
ALONG THE CL SUMMIT AVE
OF SAN SEVA/NE RD., 2.65 M/ WEST
AS SHOWN ON TR N0.
16427-1, M.B. 296/`1-11.
0
I
18
1 11 11 11.11
VERCELLI LANE
SEE SHEET 12
L
�a SCALE. 1 = 40
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LINE
BEARING
LENGTH
L 1
N09.38'08 "E
42.71
L2
N0938'08 "E
42.71
L3
N17 -08581E
50.00
L4
+0 16
15
14
W
C3
17'30'49 "
"iN
33.62
16.94
C4
215'01 '39 "
40.00
PADUA WA Y
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SEE SHEET 9
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TOLL FREE -"qmmwp-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SCALE IN FEET
..0 40 80 120
160
Q CONS TRUC TION NOTES
a1 - CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32).
a2 - CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
CONSTRUCT 8" CF TO 6" CF TRANSITION P.C.C. CURB PER CITY STD. PLAN NO. 1000,
O- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006.
O7 - CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002,
W PER PLAN.
�- CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 AND DETAIL
S ON PLAN.
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 2000 & G000.
10 INSTALL STREET NAME SIGN PER CITY STD. N0. 4o03.
11 INSTALL STREET LIGHT, KING LUMINAIRE TYPE K1 18E -EAR- 11- 150 -HPS-KI6-HSS-7S-PR
EDISON LEXAN (NOSTALGIC POLE), AS SHOWN ON APPROVED MASTER STREET LIGHT PLAN.
13 CONSTRUCT 8" PCC CURB ONLY PER CITY STD. N0. 1000.
15 CONSTRUCT SIDEWALK DRAIN PER CITY STD. NO. 3co1 .
LINE TABLE
jZ
LINE
BEARING
LENGTH
L 1
N09.38'08 "E
42.71
L2
N0938'08 "E
42.71
L3
N17 -08581E
50.00
L4
13 m�
12
zr
9.62
C3
17'30'49 "
"iN
33.62
16.94
C4
215'01 '39 "
40.00
150.12
126.76
C5
17'30'49 "
110.00
33.62
16.94
TOLL FREE -"qmmwp-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SCALE IN FEET
..0 40 80 120
160
Q CONS TRUC TION NOTES
a1 - CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32).
a2 - CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
CONSTRUCT 8" CF TO 6" CF TRANSITION P.C.C. CURB PER CITY STD. PLAN NO. 1000,
O- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006.
O7 - CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002,
W PER PLAN.
�- CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 AND DETAIL
S ON PLAN.
ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 2000 & G000.
10 INSTALL STREET NAME SIGN PER CITY STD. N0. 4o03.
11 INSTALL STREET LIGHT, KING LUMINAIRE TYPE K1 18E -EAR- 11- 150 -HPS-KI6-HSS-7S-PR
EDISON LEXAN (NOSTALGIC POLE), AS SHOWN ON APPROVED MASTER STREET LIGHT PLAN.
13 CONSTRUCT 8" PCC CURB ONLY PER CITY STD. N0. 1000.
15 CONSTRUCT SIDEWALK DRAIN PER CITY STD. NO. 3co1 .
REV. I REVISION DESCRIPTION
uP.4oTe ciTY ST, V0,4R0 a4lt, ours.
oGhG - 10+00
w / 2
V a9 '
i
w /
J
OJ
W
7 45
LINE TABLE
TABLE
LINE
BEARING
LENGTH
L 1
N09.38'08 "E
42.71
L2
N0938'08 "E
42.71
L3
N17 -08581E
50.00
L4
N1752'41 "W
50.00
REV. I REVISION DESCRIPTION
uP.4oTe ciTY ST, V0,4R0 a4lt, ours.
oGhG - 10+00
w / 2
V a9 '
i
w /
J
OJ
W
7 45
SCALE. 7 = 40
_a =:�5
CURVE
TABLE
37 7
CURVE
DELTA
RADIUS
LENGTH
TANGENT `�
C1
101,00'00"
110.00
19.20
9.62
C2 1
101100'00"
110.00
19.20
9.62
C3
17'30'49 "
110.00
33.62
16.94
C4
215'01 '39 "
40.00
150.12
126.76
C5
17'30'49 "
110.00
33.62
16.94
SCALE. 7 = 40
_a =:�5
QRpFESS/p�q
`'r-37 c m
C %3 .0V
EXP
s�q CIV1L ���
�OFCAI.�F A
7
DATE ENGR. CITY DA TE
SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
D/L/GENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
VI /v CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT
(1qlV 1�3 'a-to]
ao
c �D
2' 43
39
PROP. R/W
' LJ
1■�
PA RKS/DE WAY
37 7
SEE SHEET
� ►li
N 38
J ,�
�JCO
m�
ONO
m
(z
��
�40
N
O ON
20'
co V
10
o0
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v
O
R
QRpFESS/p�q
`'r-37 c m
C %3 .0V
EXP
s�q CIV1L ���
�OFCAI.�F A
7
DATE ENGR. CITY DA TE
SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
D/L/GENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
VI /v CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT
(1qlV 1�3 'a-to]
ao
c �D
2' 43
39
PROP. R/W
' LJ
1■�
PA RKS/DE WAY
SEE SHEET
� ►li
6
30'
3
NOW
�40
J
J
+11 20'
20'
R/W��.
42 (7
CL CB # 15
W=7; V=4.0,:
CA TCH BASIN ,# 15
LOCAL DEPRESSION (CASE B)
SCALE- 1 "= 10'
PA RKS/DE WAY
SEE SHEET
� ►li
6
30'
3
'
�40
J
J
+11 20'
20'
10
�
7
v
v,
rn '1'11'-'
II I j
�
I
,,
W
COUR T
NOTE:
�'
I
v
THE INDIVIDUAL DEVELOPER AND WILL BE SHOWN ON
THE APPROVED PRECISE GRADING PLANS.
I.
c
+ BENCH MARK. • �ic 8-17
BASIS OF BEARINGS.•
BRASS CAP IN THE CONCRETE BASE OF
THE BRG N089 59'31 "E
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 M/ WEST
ALONG THE CL SUMMIT AVE
OF SAN SEVA/NE RD., 2.65 M/ WEST
AS SHOWN ON TR N0.
16427-1, M.B. 296/`1-11.
c~r�
OF SIERRA AVE.
N
0
ELEVATION. # 1428.609
0
Na
�I
N
Prepared Under The Supervision Of :
C/ T Y
OF FON TA NA, CA L IFO RN/A
I
--
1
+0t
TE
S TREE T IMPROVEMENT PLAN S
TEE INC.PRIVATE
S, .
®I
I
-)c�m
w� No. 36637 c
760;13-A S. ROCHESTER AVENUE
DRAWN BY
MVA/CV
PADUA WAY ELBA COURT
SCALE:
AS SHOWN
o'
Exp: 06-30-06
ONTARIO, CA 91761
DESIGNED BY
10+00 TO 12+7 .1 & STA. 10+00 TO 12+44
DATE-
N
�,
�-9
42 (7
CL CB # 15
W=7; V=4.0,:
CA TCH BASIN ,# 15
LOCAL DEPRESSION (CASE B)
SCALE- 1 "= 10'
J:\126-2005\streets\stl 1.dwa. 1/31/2006 11:02:47 AM. C
ELB
COUR T
NOTE:
FINAL DRIVEWAY LOCATIONS WILL BE DETERMINED BY
THE INDIVIDUAL DEVELOPER AND WILL BE SHOWN ON
THE APPROVED PRECISE GRADING PLANS.
I.
c
+ BENCH MARK. • �ic 8-17
BASIS OF BEARINGS.•
BRASS CAP IN THE CONCRETE BASE OF
THE BRG N089 59'31 "E
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 M/ WEST
ALONG THE CL SUMMIT AVE
OF SAN SEVA/NE RD., 2.65 M/ WEST
AS SHOWN ON TR N0.
16427-1, M.B. 296/`1-11.
c~r�
OF SIERRA AVE.
N
0
ELEVATION. # 1428.609
0
N
Prepared Under The Supervision Of :
C/ T Y
OF FON TA NA, CA L IFO RN/A
PREPAREDMADOLE ANDSSOCI
N
TE
S TREE T IMPROVEMENT PLAN S
TEE INC.PRIVATE
S, .
I
-)c�m
w� No. 36637 c
760;13-A S. ROCHESTER AVENUE
DRAWN BY
MVA/CV
PADUA WAY ELBA COURT
SCALE:
AS SHOWN
o'
Exp: 06-30-06
ONTARIO, CA 91761
DESIGNED BY
10+00 TO 12+7 .1 & STA. 10+00 TO 12+44
DATE-
N
�,
�-9
PHONE (909) 937-9151
G
A 6875
FEB 2005
FEB
N
C
TFOFCAL�F��
A. Date
RCE 36637 EXP. 6-30-06
CHECKED BY
aw
A
+s.
DRAWING NO.
"
,
IZ(q SCL &VZ
3933
WENDELL L. IWATSURU
ITY NGIN R.C.E. 51152 DATE
13
J:\126-2005\streets\stl 1.dwa. 1/31/2006 11:02:47 AM. C