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CURVE &
LINE TABLE
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RADIUS DELTA
LENGTH TANGENT
BEARING
A
-
432.60' -
N0900'12"W
B
50.00' 90*00'00*
78.54' 50.00'
T
D
C
-
60.03' -
N89'59'48"E
D
40.00' 64*23'47"
44.96' 25.19'
MONTGOMERY AVE.
E
-
1.87' -
N25'36'25"W—
F
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19.17'
N42* 13'41"E
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C/L CB#6
LAT -A-6-
BEACHWOOD LANE POSEY PLACE
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... ............
h
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13+10.24
w-12
MONTGOMERY AVE.
...... .............
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tK
15 <SEE DETAIL
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CIL INT. 23+67.84 LINE "A"
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INSTALL 17.64 LF......
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INSTALL 14.20 LF ........... . .....
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OF 24 RCP I
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TOLL FREE -q"mmm"-1 —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
MONTGOMERY AVENUE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DAJCENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS To
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340172-73, BEING: N 00*00'12"
BENCHMARK-
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
10+00 10000
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
j (I
W67,,j� 3 -iq
Raynlond J. Al&rd, H.Cf- 3G[1 2 Date
'
(expires 6/30/2016)
(IN FEET)
I M m 40 Fr.
A
91
FESS/0, CITY OF FONTANA CALIFORNLA
J. STORM DRAIN IMPROVEWNT PLAN
DRAWN BY.
CT 1"Al
Z—
SCALE:
TXANO.
G No. 36052 m AS NOTED
Lo M
CC Exp. 6/30/16 _-0 DESIGNED BY. LINE "A': V#00.00 - 24#n4O DATE:
X - I -
March, 2016
CW CHECKED BY. APPROVED BY. DRAWING NO.: 4
OF C \F
DATE. 5349
%4
MY FNr.INFFP PrX7 5115q
Filename: 1:\Iniand Construction - Gobriella\ DWG's\ FINAL DESIGN\STORM DRAIN\Phose 1\SD TR -18939-1 SHT 04.dwq
12'1 18' 1 18' 1 12'1 12-j 18' 1 18' 12'
55
3
60' 60'
CL 2
3
T
D
C/L CB#6
LAT -A-6-
BEACHWOOD LANE POSEY PLACE
(0 UJ
11 =
11
h
I : ;
13+10.24
w-12
MONTGOMERY AVE.
LO
,*ht __j
E-
tK
15 <SEE DETAIL
V= 6. 0'
HEREON
Cm cl�
-4
C-) L6
00 —&-4
LINEA6
+ +— Uj
11
C5 C6 Gi
1 1 1
CIL INT. 23+67.84 LINE "A"
—c#,=
-CL35,,.47
12' 20' 20' - 12'
IC+MONTGOMERY AVE.
10+00.00 LAT "A-6"
W=12' V= 5.8
64'
TOLL FREE -q"mmm"-1 —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
MONTGOMERY AVENUE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DAJCENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS To
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340172-73, BEING: N 00*00'12"
BENCHMARK-
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
10+00 10000
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
j (I
W67,,j� 3 -iq
Raynlond J. Al&rd, H.Cf- 3G[1 2 Date
'
(expires 6/30/2016)
(IN FEET)
I M m 40 Fr.
A
91
FESS/0, CITY OF FONTANA CALIFORNLA
J. STORM DRAIN IMPROVEWNT PLAN
DRAWN BY.
CT 1"Al
Z—
SCALE:
TXANO.
G No. 36052 m AS NOTED
Lo M
CC Exp. 6/30/16 _-0 DESIGNED BY. LINE "A': V#00.00 - 24#n4O DATE:
X - I -
March, 2016
CW CHECKED BY. APPROVED BY. DRAWING NO.: 4
OF C \F
DATE. 5349
%4
MY FNr.INFFP PrX7 5115q
Filename: 1:\Iniand Construction - Gobriella\ DWG's\ FINAL DESIGN\STORM DRAIN\Phose 1\SD TR -18939-1 SHT 04.dwq