HomeMy WebLinkAbout4979-5Curve Table
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
10' 00' 02"
112.00'
19.55'
9.80'
C2
9900'00"
25.04'
39.27'
25.00'
C3
90'00'00"
25.00'
39.27'
25,00'
C4
90'00"00"
25.00'
39.27'
25.00'
C5
90'00'00"
25.00'
39.27'
25.00'
C8
90'00'18"
3.000'
4.71'
3.00'
C9
92'06'31"
3.003'
4.82'
3.11'
C12
10' 00' 02"
112.003'
19.55'
9.80'
C13
10'00'032"
112.003'
19.55'
9.80'
C14
7' 5 3'14"
112.000'
15.42'
7.72'
C15
90'00'00"
45.00'
70.69'
45.00'
C6
90'00'00"
25.00'
39.27'
25.00'
C7
110'00'05"
62.00'
119.03'
88.55'
010
900`00'00"
25.00'
39.27'
25.00'
C11
11900'05"
62.030'
119.03'
88.55'
Line Table
LINE
BEARING
CONDOR A VE N V E 1U.fj/ fC,20.17FL 11
ADJUST MANHOLE TO FINISHED GRADE PER CITY STD. PLAN NO, 2004.
N79'26'51 "E
42.36'
L2
IA �v SEE SHEET 3 1 �
ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER.
A�'
14+25.48 CL C.B.#1
CL C.B.#3��`
13
INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
,b �,-
L5
W=14' 4\ �,
� �
W=21' �'`�
N9'26'56"E
r��° 14
CONSTRUCT P.C.C., LONGITUDINAL GUTTER (W=3') PER SECTION A -A CITY STD PLAN NO. 40]3
N9'26'56"E
Line Table
LINE
BEARING
LENGTH
L1
N79'26'51 "E
42.36'
L2
N89'26'53"E
12.99'
L3
NO'33'24"W
19.00'
L4
N89'26'53"E
27.00`
L5
N0Y33'24"W
18.93'
L7
N9'26'56"E
42.36'
L8
N9'26'56"E
42.36'
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��1�� 15 CONSTRUCT 6 CURB ONLY PER CITY STI]. PLAN NO. 1[300.
INSTALL 4" WHITE STRIPE.
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G� `0, ry"�' o,`° �'Sw �^��b 16+19.90 CL C.B.# �� tc rC, 17 CONSTRUCT 4" P.C.C. 1' MOWSTRIP PER CITY STD. PLAN NO. 1006.
W=14'
ryh'�rL� •��9'sj�$ ��`?�' �' BENCH MARK: BM 100484 BASIS OF BEARINGS:
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HIGHLAND AVE, 63 FT. E OF 1I4 CORNER THE BEARING OF N00'35'43AS SHOWN
ALONG
LOCAL DEPRESSION DETAIL �'F� LOCAL DEPRESSION DETAIL LOCAL DEPRESSION DETAIL 19-20, T1N,R5W & CIL SIERRA, 34 FT. ON TR.
C.L.O. TERRA AVE., 1/
70-74,
CASE "B" CASE "B"' CASE "Br E * 55 FT, S OF PP F7070066H 50-59, WAS USED AS THE 5 BASIS OF BEARING
3 GALV. STEEL WITNESS POSTS, 5 FT. HI
SCALE: 1"=10' SCALE: 1 "=10' SCALE: 1 "=10' "UNICO' SIGN 7 FT. W OF BION. FOR THIS MAP.
-
ELEVATION: 1739.006
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PREPARED UNDER THE SUPERVISION OF' CITY OF FONTANA CALIFORNIA
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COMMENCE WITHIN Two YEARS or THE DATE or APPROVAL. STREET IMPROVEMENT PLANS
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DIAL Two WORKING THE CITY ENGINEER MAY REQUIRE REVISIQNS TQ THE PLANS TQ � Exp: 06-30-14 � ,� gineering Commun►' for L� FAX 9MMWzo DESIGNED BY: CA ILLAS WAY RAVEN AVENUE DATE, SHOWN
BEFORE DAYS BEFORE TM - G'C�[+DUR AYEI�JE SEPT, 20312
YOU DIG ,
YOU DIG _ - BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �9�� vti Fo`��,�idf�� HECKED BY: APP
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. 11 TM/Wt � `j� 4�?$
1 REVISE STREET NAMES ON SHEETS 1,2,4,5,6,7,8 3/27/14 WLI RS 3/27/14 3=7 EV. 14 CI ENGINE R.C.E. 51152 DATE
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J:\126-2404\APPROVED PLANS 2013\ONSITE APPROVED_20131210\2014-03-27 Rev 1 St Names\Street\Street-Rev St Names Sht05.dwg, 4/9/2014 4:15:04 PM, dmartinez