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LOCAL DEPRESSION DETAIL
CASE "B"
SCALE: 1 "=10'
TERRA VISTA DRIVE
SEE DWG. NO. 4969 m Lo
SHEET 3 OF 4
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BC
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9
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
REV.
REVISION DESCRIPTION
1 /0 I U UD LU.UU J'F. LU.J I�,,
p
SCALE: 1 °' = 4Q' C2 13'00 29 112.00 25.43 12.77
C3 113 00 32 62.00 122.29 93.69 66, 6 ' 9
, „1 L. 66. 4fs
� N
LINE
BEARING
LENGTH
C4
10'00 02
112.00
19.55
9.80'
42.98'
L3
N76'26'24"E
42.74'
TOLL FREE
1 800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
REV.
REVISION DESCRIPTION
1 /0 I U UD LU.UU J'F. LU.J I�,,
p
SCALE: 1 °' = 4Q' C2 13'00 29 112.00 25.43 12.77
C3 113 00 32 62.00 122.29 93.69 66, 6 ' 9
, „1 L. 66. 4fs
� N
Line Table
LINE
BEARING
LENGTH
C4
10'00 02
112.00
19.55
9.80'
42.98'
L3
N76'26'24"E
42.74'
L4
N89'26'53"E
9.59'
L5
N09'26'56"E
42.36'
L6
N00'33'07"W
121.76'
L7
N08.40'30"E
42.36'
co
N73'30'37"W
21.09'
C5
18'51'36"
388.00'
127.72'
64.44'
62.82'
G w
2
^'
c��V
41.16'
L12
C6
9'37'59"
112.00'
18.83'
9.44'
L14
^•
j3
L15
N12'03'50"E
C7
97'48'53"
62.00'
105.85'
71.09'
co
C8
107°02'30"
25.00'
46.71'
33.81'
K '
C9
110.00'05"
62.00'
119.03'
88.55'
C10
82' 12'24"
25.00'
35.87'
21.81'
;f
C11
6'11'09"
726.00'
78.38'
39.23'
C12
21'11'58"
368.00'
136.16'
68.87'
15
C13
90'00'00"
25.00'
39.27'
25.00'
C14
13'00'29"
112.00'
25.43'
12.77'
2
32+75.93
C15
106'50'08"
62.00'
115.61'
83.54'
END CROWN
EC
C16
90'00'00"
45.00'
70.69'
45.00'
F
i
69.2ECTC
C17
2'27'18"
746.00'
31.96'
15.98'
R,68.79FL
N
N ..
69.;11 TC; 69.01 FL
C18
12'24' 12"
230.00'
49.79'
24.99'
v
STREET LIGHT
3.74'
C19
3'49'39"
112.00'
7.48'
w
34+02.00 BCR
rnN
70.26TC;69.76FL 9 W
C20
1 0'00'02"
112.00'
19.65'
9.80'
�d
4
Line Table
LINE
BEARING
LENGTH
L1
N89'26'53"E
12.02'
L2
N76.26'24"E
42.98'
L3
N76'26'24"E
42.74'
L4
N89'26'53"E
9.59'
L5
N09'26'56"E
42.36'
L6
N00'33'07"W
121.76'
L7
N08.40'30"E
42.36'
L8
N73'30'37"W
21.09'
L9
N80'33'04"W
35.32'
L10
N0a•33'07"W
62.82'
L11
N00'33'07"W
41.16'
L12
No0.33'07"W
44.49'
L13
NO3'1 6'32"E
44.45'
L14
N10.33'09"W
42.36'
L15
N12'03'50"E
3.48'
ry 1 1 Z �„� C21 90 05 35 35.00 55.03 35.06 U CUN51 KUC I F.U.C. LUNUI I UUINAL GU I I EK. (W=,S_ ) PER SECTION A -A,
W CITY STD. PLAN NO. 403.
y,',� > W C22 89 54 25 35.00 54.92 34.94
/ -- 'a W
15 CONSTRUCT 6" CURB ONLY PER CITY STD. PLAN NO. 1000.
X00 C23 20'22'23" 250.00' 88.89' 44.92'
7 W
- Cc 16 INSTALL 4" WHITE THERMOPLASTIC STRIPE.
O W C24 78'10'06" 45.00' 61.39' 36.55' 17 CONSTRUCT 4" P.C.C. MAINTENANCE WALK PER CITY STD. PLAN NO. 1006. (W=1')
W
C25 72'24' 17" 45.00' 56.87' 32.94'
51 Z y25 CONSTRUCT DRAINAGE STRUCTURE PER CITY STD. PLAN NO. 3000 (MOD. ANGLE ® STREET CURB - 45')
3.03; 26 INS1riLL 12" DIAM. P.V.C. DRIAN PIPE SDR 35 (GRADE SHOWN ON PLAN).
1�0 �J� 4$ C27 90'47'27" 3.00' 4.75' 3.04 27 CONSTRUCT MODIFIED ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1004.
x Qi 50 cq 49 C28 89.46'14" 3.00' 4.70' 2.99' 28 INSTALL P.V.C. CLEANOUT, MODIFIED CITY OF FONTANA STD. PLAN 2004.
G� w BENCH MARK: BM #0484 BASIS OF BEARINGS:
U 1.5 MI. N ALONG SIERRA AVE. FROM c
G HIGHLAND AVE 63 FT. E OF 1/4 CORNER TME BEARING OF N0035'43'W ALONG c
19-20, T1N,R5W & CA SIERRA, 34 FT. THE C.L. OF SIERRA AVE., AS SHOWN
Cc
o E & 55 FT. S OF PP #707066H 50-59, ON TR. N0. 14500 M.B. 251/70-74, F
3 GALV. STEEL WITNESS POSTS, 5 FT. HIG WAS USED AS THE BASIS OF BEARING
"UNICO' SIGN 7 FT. W OF MON. FOR THIS MAP.
ELEVATION: 1739.006
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PREPARED UNDER THE SUPERVISION OF. CITY OF FONTANA, CALIFORNIA
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL STREET IMPROVEMENT PLANS
_� s�� ANMADOLE DRAWN BY: [
9302 PITTSBURGH AVE... SURE 230 F
SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER, c�4r RANCHO 18820
TRACT NO. SCALE:
3 No. 36637 c CB GB AS SHOWN
PHONE 909.4BI.G322
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO {t Exp: 06-3a-14 ng' eering Communities for Life FAX 909.481.6320 DESIGNED BY. CONDOR AVENUE DATE: ;
�y, TM FROM TERRA A DRIVE TO STA.33+57.00 SEPT. 2012 `
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9rFcjVj\-��� CHECKED PPRovED Y:
STANDARDS IN EFFECT. aFCA�.�F L DATE�9 � !p •% . DRAWING No. 2
WOVELL TM/WLI 4980
RqE 36637 EXP. CITY ENGINEER R.C.E. 51152 p 7