HomeMy WebLinkAbout3434-3CURVE TABLE
EXISTING STREET LIGHT
W
RADIUS
DELTA
LENGTH
TANGENT
A 110.00'
10'14'12"
19.65'
9.85'
B 60.00'
110'2324"
115.60'
86.31'
C 25.00'
89'55'00"
39.23'
24.96'
D 1 45.00'
1 89'55'00" 1
70.62'
1 44.94'
9+00 10+00 11+00 1 MT: 'P= 4'
TRANSITION FROM 6' CF
TO 8' CF
LINE DATA TABLE
Ll LENGTH I BEARING 29
E 41.04' N10'09'34"W 30
F 41.04' N79'46'10mW A
--
EXISTING STREET LIGHT
W
WATER MAIN
)•
FIRE HYDRANT
S
SEWER MAIN
--Q
PROPOSED STREET LIGHT
PROPOSED AC PAVEMENT
E4
EACH
GRIND AC PAVEMENT
SF
SQUARE FEET
AC PAVEMENT SAWCUT AND REMOVAL
LF
LINEAL FEET
-----
CENTERLINE
P.U.E.
PUBLIC UTILITY EASEMENT
L.M.E.
LANDSCAPE MAINTENANCE EASEMENT
— – – —
TRACT BOUNDARY
—SD —
STORM DRAIN
31
10+00.00 CL ATHENA DRM
13+93.12 CL ABIGAIL LANE
32
33
0
7.86 TC
1
t
1 �
1
r
26.96 TC 11
EC
PROPOSED
R/W -1
r � • r �-
Ef
I� C
1427.85 TC -
5 6' CF d -
E .W IE 2/
�^ IZII t i oao
A , 15 3 II`' 1 --
II_ �
II t PROPOSED R/W
0
0
N
5' P.U.E.
7 _1125' In 2 26
5' ' t 20' 1 203 I `i 5' i
ABIGAIL LANE
SEE SHEET b
ATHENA DRIVE
BASIS OF BEARINGS -
BEARINGS ARE BASED ON THE NORTH UNE OF THE SOUTHWEST QUARTER
OF SECTION 36 BEING N89'59'38"E AS SHOWN ON TRACT MAP 16158-2,
MB. 286/1-4.
JNAY
�i
L_ --
j0
N
0
0
O N
�1
DRIVEWAY
CONSTRUCTION NOTES
t� CONSTRUCT 4' AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32)
2O— CONSTRUCT 6' PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
CONSTRUCT 8' PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
SAWCUT EXISTING AC PAVEMENT AND REMOVE TO CLEAN STRAIGHT UNE
GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY
SO— CONSTRUCT PCC DRIVEWAY APPROACH PER CITY STD. DWG. NO. 102, WIDTH 16', UNLESS NOTED OTHERWISE
9o- ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109
10 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
14 INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATTS, 17) ON
25 FT. MARBELITE POLE OR APPROVED EQUAL PER CITY STD.
DWG NO. 1016
18 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 139 HVw4%1> o rl
RECORD DOCUMENT
These Record Documents have been prepared %OV``sSro41,
based on information provided by others. The Qw° o s. "Aa.,,y Fy
Design Professional has not verified the accuracy
and/or completeness of this information and shall No. 4397cc 1345
' no be responsible for any errors or omissions Ex.a. £)
may be incorporated herein as a result
\ T�� OFOP
DATE
CwYM SUE
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!7RREV. REVISION DESCRIPTION DATE ENGR. CITY DATE CONSTRUCTION OF REQUIRED BENCHMARK Prepared By: Q�pFESS /o CITY OF FONTANA, CALIFORNIA
PREPARED FOR: ALLARD ENGINEERING o S. H 9�
MOVO4M NOT COMMENCE WrrHIN �� ��� AMS F RANCHO FONTANA SPECIFIC PLAN
TWO YEARS OF THE DATE OF APPROV,4 YOUNG HOMES B.M. 1361, SPIKE IN NORTH FACE OF P.P. Q Civil Engineering - Land Surveying - Land Planning 1- OP F_ 2�
SHOWN HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET #1536697E AT SOUTHWEST CORNER OF 8253 Sierra Avenue 7- DRAWN BY: TRACT N0. 16478 SCALE:
DILK�NT MANNER, THE CITY ENGINEER MAY RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE. Fontana, California 92335 No. 43976 m AE ATHENA 1tiVE AS NOTED
DIAL TWO WORKING � Exp. 6/30/05 �' DESIGNED BY:
DATE.
BEFORE �N* DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO CALIFORNW, 91730 \ (909) 356-1815 Fax (909) 356-1795 .* * EW STREET WR PLAN APRIL,
YOU DIG J 2004
BRING THEM INTO CONFORMANCE WITH (909) 291-7600 4-Z4 - Oq 9T C I V i L ��� CHECKED B : Iya Y❑U DIG APPROV BY: DRAWING NO.:TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT FAX (909) 291-7630 David S.Hammer, A.C.E.43976 Date FBAL�FRMFA PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R+�.�o¢-D ,prR�D►ul��►1 ELEVATIOIt 1365.01 (expires 61302005) CITY ENGINES R.C.E. 51152 3434
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