HomeMy WebLinkAbout3923-3L"TRANIFS
H OR: 1"=40'
VERT: 1"=4'
7
LEGEND
e
TRACT BNOY./RIGHT—OF—WAY
INSTALL STREET LIGHT PER CITY STD. 1016 PER ST. LGTT, PLAN,
STREET LIGHTING
- — — — — —
— — - PROPOSED SEWER MAIN
- • -
PROPOSED WATER MAIN
• �• •• • ' �' • • _ PROPOSED CONC. SIDEWALK
1
LIMITED USE AREA
PROPOSED A. C. OVERLAY AREA
TC ...........
TOP OF CURB
FL ...........
FLOW LINE
BC ...........
BEGIN OF CURVE
EC ...........
END OF CURVE
RP ...........
RADIAL POINT
BCR ........... BEGIN OF CURVE RETURN
ECR ........... END OF CURVE RETURN
FS ...........
FINISH SURFACE
INV ...........
INVERT ELEVATION
EX............
EXISTING
R/W ...........
RIGHT OF WAY
BVC ........... BEGIN OF VERTICAL CURVE
EVC ...........
END OF VERTICAL CURVE
MVC ........... MIDDLE OF VERTICAL CURVE
GB ...........
GRADE BREAK
0
v -
T
m=
N
15
AT ITC I "
BENCH MARK:
SBCO SURVEYOR MONUMENT: SURVEY DISK STAMPING: 700-15 1968
SPECIFIC SETTING: BR. DISK ON CONC POST. ELEV = 1,225.801'
AT CATAWBA AVE & AT & SF RR, 13 FT. E CATAWBA, 49 FT.
S OF S RAIL OF MAIN LINE TRACKS, 10 FT. N OF N ROW
EUCALYPTUS TREE, 2.5 FT. W & 1.5 FT. S OF FENCE CORNER,
1� __ _ 2 POLES E OF MILEPOST 90, 0.8 FT. ABOVE GROUND, IN A 6 IN.
--------SQUARE CONC. MONUMENT.
4.67'
5 4 3 2 1 0
SCALE 1" = 40' 3+25.06
TC 1202.30
INV 1201.68 PROPOSED
Q PROPOSED 8" VCP FL 1201.63 SEWER MANHOLE
M SEWER MAI EX. ST. LGT.
PER DWG NO. 3924 TO BE REMOVED
—.. .. _.3+2210
SEE DETAIL "1 " TC 1202.36
ON SHEET 4 FL 1201.69
• • - 1__r—_r_.r rr rrrrr_r_rr_r .. �: a r rrr.rrrrrrr
--------------- ______ -_ -- ------- _ __ _ _
TAWBA
EX. CURB LINE OF3+ 43.3f31
3.
tel- & GUTTER SIGHT coy 3+ C _ 8
r•�
TC 1201.91
••••
_ .... ..:
-1 01,24---- ...or
ps
W
•.....r, +•+T• T'�'7 •— r r.- +w: s• ;r �T •t r — r! 'r/-/1' //
�lt�7 r .t_ ,� r�ra.slr� �iL 1.�.11 r1— •u�.:J.�..._.�=Yr r.r ... .. �® o
EX. 12.75"
GWB
WA TER MAIN
. R/1N
LINE OF
r� SIGHT
N0,e , AV ,
.r... _-
ft
to
!d
L=300'
V=40 MPH
EX.
OF AC.
A.
EX. SIDEWALK EX.R�3+29.86 I ' Q'W c`4 1 263
X.
TC 1202.2 ,
N ti L= 300' f L 1201.53 CONC
POWER P LE
V=40 MPH ' I -�. PROPOS D 4 WIDE (g) LINES
04STREET TION
CONSTRUCTION NOTES
OCONSTRUCT 4.5" MIN. A. C. PAVEMENT OVER 12" MIN. OF 95X
COMPACTED NATIVE SUBGRADE
O2 CONSTRUCT 8" CURB & 18" GUTTER PER CITY OF FONTANA
STD. 1003
EX. GAS EX. 3 WATER X. WATER O4 CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD. 1005A
VALVE EX. WATER VALES ALVE
�p VALVE I N E S CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. 1015
�o � O
.. .. ..
0�u lwefERMERR 6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA
00 • O STD. 1006
0+68.69 c3
rC 1207.6
0-7.
—— ...
...
','
MNI
_�
O+N. 9
TO REIN N I LOT 4 LOT 3
PROPOSED 4 LOT 2 LOT 1 0,
CATCH BASIN LOT PROPOSEDDM
PER SEPARATE co COMMON R/
GRADING PLAN O
PROPOS CP
. I
SEWER /
� I
0000 : r I N•
N --------- ------------ 00 L=300' _ �q s=
PROPOSED 8" VCP LOT 'A' V=40 MPH O)N
aSEWER MAIN COMMON AREA
EX. R/W—
°- EX. EDGE
r.'
CATAWBA AVE of a c. PVM
TL
x�
WOO
1
w
A
208.36)
CURVE
INSTALL STREET LIGHT PER CITY STD. 1016 PER ST. LGTT, PLAN,
RADIUS
(1
O
S
i ; TO BE REMOVED
EX. 4 WATER
1
STREET LIGHTS TO BE PAID FOR AND COORDINATED BY
.18- BRAA-G
ALVES
WA TjER MAIN
I
DEVELOPER AND INSTALLED BY SCE.
1.56'
R/W
8
CONSTRUCT 4'-6" PARKWAY DRAIN PER APWA STD. 151-1
DETAIL ON SHEET 4
SAWCUT AND A. C. OVERLAY PER DETAIL ON SHEET 1
E.C.R.
��
•
:0+56.69
2
TC 1207.77
cls .'
II FL 1207.10
�
I
I
EX. CURB
UB
611 & GUTTER
II
9 ',
17 g-, II
SEE SHEET 2
CURVE TABLE
CURVE
5'
RADIUS
•
EX. ST. SIGN
S
i ; TO BE REMOVED
3.
1
34.69'
.18- BRAA-G
3.10'
WA TjER MAIN
I
SEE SHEET 2
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
Cl
54.67'
35.00'
89029'47"
34.69'
C2
3.10'
10.00'
17'47'18"
1.56'
AUTOCAD MUNAME street.dwg