HomeMy WebLinkAbout3434-4CONSTRUCTION NOTES
o- CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32)
2�— CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
CONSTRUCT PCC DRIVEWAY APPROACH PER CITY STD. DWG. NO. 102, WIDTH 16', UNLESS NOTED OTHERWISE
L'_ ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109
@_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
r� 1
-
EXISTING STREET LIGHT
S
FIRE HYDRANT
--0
PROPOSED STREET LIGHT
EA
EACH
SF
SQUARE FEET
LF
LINEAL FEET
-----
CENTERLINE
— – – —
TRACT BOUNDARY
—SD —
STORM DRAIN
W
WATER MAIN
S
SEWER MAIN
C 50.00' N16 -13-52V
PROPOSED AC PAVEMENT
®
GRIND AC PAVEMENT
AC PAVEMENT SAWCUT AND REMOVAL
P.U.E
PUBLIC UTILITY EASEMENT
L.M.E.
LANDSCAPE MAINTENANCE EASEMENT
PROPOSED SEWER PER
CITY DWG. NO. 3435
s
I�
t �
t
PRSTORM DRAIN \
PER CITY WG. NO. 3436 \ s
PROPOSED SEWER &
DRAINAGE EASEMENT \
10+00.00 CL LISA DRIVE= \j'
10+00.00 CL BRITNEY DRIVE
10
� � I
12
1 �tr'CN4
�� Iz
25'
z
7
Ed
WINE
OWN=
—�- s --�-s - st-- s
/
W w W M a^o
-----------------------
------- —---------
ROOSED R/W -
BCRT �i
N
56 55 54 53 +
W
�II U') I;0
II C
55--I 20 20 � 5
BRITNEY DRIVE
SEE SHEET 2
LISA DRIVE
V1
4
3
A
s 2 s s
9 N00'04owT 2 13
w w w A
�-
N.
�o
+�
52 51 n - 50 W
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE NORTH LINE OF THE SOUTHWEST QUARTER
OF SECTION 36 BEING N89'59'38"E AS SHOWN ON TRACT MAP 16158-2,
MB. 286/1-4.
2W
s -4 -s
14
49
221
1
23'
48
�jI
II
II
II
II
II
II
Ii
11
11
II
II
II
II
II
II
II
II
it
II
II
11
it
RP
RECORD DOCUMENT
(b,,ased
hese Record Documents have been prepared QPOf
on information provided by others. Thea�' "AM�r Fy
esign Professional has not verified the accuracy oP �9
rn
d/or completeness of this information and shall No. 43975
� Exp.6133!v'
t be responsible for any errors or omissions
h' h ay be incorporated herein as a result �s cN,,y
OFC
DATE
CURVE TABLE
RADIUS DELTA LENGTH TANGENT
A 110.00' 16'1830' 31.31' 15.76'
B 38.00' 212'37'32' 141.02' --
LINE DATA TABLE
LENGTH BEARING
C 50.00' N16 -13-52V
D 50.00' N1623'08"E
cwAF`W SGUF
tl A
(INIEr)
1bd■ 40 ft.
M
- Prepared By: CITY OF FONTANA CALIFORNIA
Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE �� WNFTRUCnON � REQUIRED BENCHMARK Q�pF Ess,oti
PREPARED FOR: ALLARD ENGINEERING o S.
WIPROVEMUM NOT COMMENCE WITHIN �� y�o A�� F RANCHO FONTANA SPECIFIC PLAN
TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P. Civil Engineering - Land Surveying - Land Planning ��" O 1 F� ti�
SHOWN HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET 1536697E AT SOUTHWEST CORNER OF 8253 Sierra Avenue M DRAWNBY.TRACT NO. 16478 SCALE: AS NOTED
DILK IVf MANN THE CITY ENGINEER MAY RANCHO CUGAMONGA, BASELINE AVENUE AND SULTANA AVENUE Fontana, California 92335 No. 43976 M US DRIVE
40
,in 2
DIAL TWO WORKING CC Exp. 6/30/05 DESIGNED BY: DATE.
CALIFORNIA, 91730 909) 356-1815 Fax (909) 356-1795 * * EW I O PLAN APRIL, 2004
BEFORE ��. DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO
Y ❑ U DIG YOU DIG BRING THEM INTO WATH (909) 291-7600 4 -Zo - o 4 s� `P APPRADM:TOLL FREE 1-800-227-2600 CONDRIONS AND STANDARDS IN EFFECT FAX (909) 291-7630 David S. Hammer, A.C.E. 43976 Date 9FOFCA`\E�CHECREAD BY:' d DRAWING NO.: 4
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 ,Rfz t7q-� T�QAv�>+A& Zq -1•iae ELEVATION: 1365.01 (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 3434 $
Filename: M:\dwg\j59jj\RNAL DESIGN \5l KLL i \ 164 8-51—U4.dwg