HomeMy WebLinkAbout4979-7CONSTRUCTION NOTES
1D CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32).
`2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
9 i L_'J CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
w C14
Xp 4� "'' � - I I a' I z I I i i o° 4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (W=5°).
�\ ivy C" I I' I I �`�I I I I I I 1 I R I 0 �E -�
�'• D 3'i l c6 46 rn 0 6 47 4$ 4g I ``' � I a' �' � Q' ca'� � CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN IJO, 1002. (W=16')
I I+ �, 1 11 50 1 51 1 52 I 53 1 54 I 55 5+6 I 1
mN 1�N I I 1 �
I I I I I I I 1 57 Lo i 58 $ w I 59 { �' �� INSTALL STREET NAME SIGN PER CITY STD. NO. 4003.
Lo
I,
9 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. FLAN NO. 404.
.
ADJUST MANHOLE TO FINISHED GRADE PER CITY STD PLAN NO 2000
axe
.- -� --Y - �+ 12 ADJUST WATER VALVE TO FINISHED GRADE TO THE SATISFACTION OF THE CITY ENGINEER,
`}43
PROP.FWE CST_ 7
c� f�
1
I_'._? .. ,._ 1 fi ] 3 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001
Curare Table
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
110'00'05"
62.00'
119.03'
88,55'
C2
9[1'00'00"
25.00'
39.27'
25.00'
C3
10' 00'02"
1 12.00'
19.55'
9.80'
C4
8'21'19"
320.00'
46.66'
23.37'
C5
9'08'20"
300.00'
47.85'
23.98'
C6
9'08'20'
280.00'
44.66'
22.38'
C7
9'08'20"
320.00'
51.04'
25.57'
C8
9'08'20"
300.00'
47.85'
23.98'
C9
18'21'21"
112.00'
35.88'
18.10'
C10
110'00'05"
62.00'
119.03'
88.55'
C11
90'00'00"
25.00'
39.27'
25.00'
C12
9900'00"
45.00'
70.69'
45.00'
RAVEN STREET"���►a ►►►�C��� iC SCHNEIDER STREET
SEE SHEET 5 ��
. % w VMW 5�.... r % V �.. a.
CASILLAS WAY SEE SHEET 4
BENCH MARK: _ BM #084134 BASIS OF BEARINGS:
1.5 Mi. N ALONG SIERRA AVE. FROM THE BEARING OF NW35'43'W ALONG
Line Table
LINE
BEARING
LENGTH
L1
N9'26'56"E
42.36'
L2
I N10'33'09"W
24.91'
L3
NO'33'07"W
13.22'
L4
N80'33'04"W
41.42'
HIGHLAND AVE, 63 FT. E OF 1/4 CORNER THE C.L. OF SIERRA AVE., AS SHOWN 00
19-20, T1N,R5W dt CASIERRA, 34 FT. ON TR. NO. 14500 I.B. 251/70-74,
E do V. F Tr. S OF RP 07066, 50-59, WAS USED AS THE BASIS OF BEARING W
3 GALV. STEEL WITNESS POSTS, 5 FT. Hl
"UNICQ' SIGN 7 FT. W OF BION. FOR THIS MAP. z
ELEVATION: 1739.006 Q
J
REV. REVISION DESCRIPTION DATE ENGR. CITY DATEo_
a 0SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PREPARED UNDER THE SUPERVISION OR CITY OF FONTANA, CALIFORNIA
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �, LSTREET IMPROVEMENT PLANS
(NMAD L�Li
= G 9042 P iRGH AYE. surra 23o DRAWN BY: SCALE: M
VV~ AW MAMA~ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 3 No. 36637 � ' RANCHOCUCAMONGA,CA9173D GB C TRACT NO. 18820-1 AS SFIOWN 0
PHONE: 909ABI.g22
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 06-30-14 Engineering Cw" wnxes for Life FAX: 909A9em DESIGNED B LAS WAY DATE:
BEFOREDAPS BEFORE970) TM STFEET T T SEPT. 2012
YOU DIG YOu DIc BRING THEM INTO CONFORMANCE WITH CONDITIONS AND-� Orvk\-�'` ��i+'04
TOLL FREE 1-800-227-2600 CAl �� dA CHECKED BY: APP DRAWING NO. 7
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT.EXPTIJ TM/WI�.3 4979
1 REVISE STREET NAMES ON SHEETS 1,2,4,5,6,7,8 /27/14 WLI RS /27/14 96837• TY ENGINEER R.C.E. 51152 DATE $
J:\126-2404\APPROVED PLANS 2013\ONSITE APPROVED_ 20131210\2014-03-27 Rev 1 St Names\Street\Street-Rev St Names Sht07.dwg, 4/9/2014 4:23:52 PM, dmartinez