HomeMy WebLinkAbout2689-201
7 0
------ R. -TIO
IT- - -
T
_M�
__4
T =P IA, U_ !Q 4 YWE
--I L -::: =1
__4:
T _0A
--:-C7 EN I 4:E--
1 - -_ -
A-
T
_4
J-
R -LI N
T T_ L
-F=T-= A 4 - _T_ =ix a_ -A- -
4- - 4-
Axh& __4 - T_ ----- -
_7 _-_:I � - -- t_ - - -j-
J . L_4= __ -
t J 4 --- L. __1 1-
_-4
_4 -
4- -4- .177 4 j_ _A31
4 1 T
7
t __7
_c 47-
-4 CL ------ _j
IP90 `0 SED
4
M_
7- -Uf)
r
I -IN T --ICE j- :P_I-:ELEFiV.-
lc�
-71- 7007 UU
r
7F7 _F
7 -
Ln
-CO. LLI: > 7 'If
c2i 7
7_0
A.U_
M- -01
T
C14
0
----- --- 0.50
- ------ --- ---
-CDT
---- ---- ---
R__0 POSE - FI
00 ----------- L
-47 U:
- ----_-------
-0 ........ ------ -1 ----- --
<
% Z_
o) <
-TAN�� -P �..�O: Nt
-7 - ------
__�GROLIND
+ 6 -:ED-' R
37 ED, _____F(N H_ E
�00
UJ
CY-
CEWTERLIXE C*4 i Ln
-Ari T
7, V)
LL,
C14
Ln
3711-
ELE--V--
0
S -T-
_00 i cnr (D
F
C31---------- --------
0- +
POSED At [FI:N _U :LL_
-- -- -- SDI-
-9- --ER_-L1N_ E_
L=Vv;=6 .00
_5
Lo-
tf 47
C -E
+ ---c6
7 0
+ +
0 ................... .
>
0- _0
- - ------- -- - - ------
L)
-EX1S1-1N
F D
PR
GROUND
- --- --- --- ----
T
ON IR _:LY
P
MINE C, L- -R Q IF ------ I
--CtNT-
7C)-
C
-0
'4
-(�i -+TF 0-E'-TERL11:N:E ly!
? 9 i -41.
TRAN-51-TIONj FROM
_TA A
-0 - ... . I - I - 7 _Y�,
--F
'.__T0_ -_,U_ _C
L
1-3,+20--.&-9---M-d-C-L4-E-LEA-N7 < Uj t
0-:C. Y -OF:
=_S -T-A-- -1-5+1'.GG;-,007'LS.LE)C---UM--!F,)L E
71.98 .(jai
7�0 C,, L 12+9,3.48 E. C.: -5 CEXT F L= -C) 00 v7 1
2.12-9 STA.) .81 A
L
-F L 1 4n
z 71.56 00
Ld
-3 --2 3
-PI! ST -A -0. -2
NJ�CLLLAN_ _C -_T.
M
VAY 69-.-,3 --F
C14
>
_21� __F
�-T -00-1-G -(0- -(a
Lrji -
>
17
__CF
4 ----- -- ------
171 CO-) : - -i
>
-CDF 71--"-
?
_�4 +1
o
A - I - ----- --
71� 7 :�] -
L 'I, . 11 - I I . -5 A
-A 0D_
24
.7
z-
-0
CD_
--- ---- - --
M: +i
0-
aL.. ...... -
-OD�
-T T- j
+
---------- - - ------- L
--- ----- --------
Z
rj
a
3
-%3 --E--C.
_418--
-ID-7- r
-4-
t
6[_ --_-----_-------- 7 --- ---
L
7
Rff-
t F_
FF
T_
P TO P
B
T -Al N t
r L
PROFILE SCALES T7
......
HORIZ. 1 40'
t T I I -4 T 1
+ -4 -- -- ---
... ..... ----- - ------
t VERT. 1 41
10 12 13 14 15 16 10 11 13
GRANT WAY
SEE RIGHT HEREON
J% r
CONSTRUCTION NOTES. M L %10 PIL I V %Amp w I
2 01 CONST. 4" MIN. A.C. OVER 6" A.B. *FINAL SEC11ON TO BE DETERMINED AFTER ROUGH GRADING
- CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101.
3 CONST. 4" THICK P.C.C. SIDEWALK (W=4.5')
CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101.
CONST. CROSS GUTTER WITH #4 BAR @ 12" O.C. BOTH WAYS
IN GUTTER PORTION. (SIZE PER PLAN)
6 CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A.
&,e �__
(D -CONST. CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD.
DETAIL 121.
SAWCUT & REMOVE EXISTING A.C. PAVEMENT.
9 REMOVE EXISTING 8" CURB & GUTTER.
10 RELOCATE EXISTING WATER METER BY C.V.W.D.
11 REMOVE EXISTING TREES.
CONST. DRIVEWAY APPROACH (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102.
@INSTALL 5800 LUMEN COBRAHEAD CUT-OFF, LUMINARE, MOUNTED ON A "MARBLE LIGHT
-STANDARD. MOUNTING HEIGHT SHALL BE
314 CONST. 51/ " A C. OVER 12" COMPACTED NATIVE SOIL *FINAL SECTION TO BE DETERMINED
- '� GRADING.
AFTER ROG
@INSTALL 22,000 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT"
-STANDARD. MOUNTING HEIGHT SHALL BE 25 9
NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
GRADE OCCURS, ADD 1200 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.-
LEGEN D:-
H.P.
HIGH POINT
T.C.
TOP OF CURB ELEVATION
F.S.
FINISHED SURFACE ELEVATION
F.L.
FLOW LINE ELEVATION
- - -
SHEET MATCH LINE
0�
0)
TRACT BOUNDARY / PROPERTY LINE
w
DIRECTION OF FLOW
C
EXISTING SPOT ELEVATION
G.B.
GRADE BREAK
O.C.
ON CURB
B.C.
BEGIN CURVE
E.C.
END OF CURVE
P.R.C.
POINT OF REVERSE CURVE
195.11'
P.C.C.
POINT OF COMPOUND CURVE
80038'10"
B.V.C.
BEGIN VERTICAL CURVE
21.22'
E.V.C.
END OF VERTICAL CURVE
25.00'
38.86'
M.V.C.
MIDDLE OF VERTICAL CURVE
17054'15"
451.00'
S
SEWER LINE
1
83*24'32"
W
WATER LINE
22.28'
REVISIONS
,00P
P)FESSto/w
L
CO
I
NO.
C424573
CPS.
tC A
w#6 & D at-% * I #d I 61,0a I F,
ENGR'S.
APPROVAL I DATE ClTy
APPROVAL I DATE
Q_ INT.
STA. 10+00.00 GRANT WAY
=STA. 11+13.82 McCLELLAN CT.
5+37.06 McCLELLAN CT.
13+89.01 MEADE CT.
k._0 U M V r_ I )6N 0 LX_.
McCLELLAN CT.
SEE LEFT
H EREON
Radius
251
Tangent
Ila'
255*43'38"
C-)
169.60'
- - -
>E
0�
0)
-4
w
Letter
Delta
Radius
Length
Tangent
255*43'38"
38.00'
169.60'
- - -
>E
37*51'49"
57.00'
37.67'
19.55'
C
26*31'33"
415.00'
192.13'
97.82'
D
02022'51"
433.00'
17.99'
9.00,
25*49'01"
433.00'
195.11'
99.24'
F
80038'10"
25.00'
35.18'
21.22'
G
89*04'13"
25.00'
38.86'
24.60'
H
17054'15"
451.00'
140.93'
71.05'
1
83*24'32"
25.00'
36.39'
22.28'
1
95056'55"
25.00'
41.87'
27.74'
K
2
04*51'03"
805.00'
68.15'
34.1 ON
01 *13'55"
787.00'
16.92'
8.46'
§
08*06'44n
787.00'
111.43'
55.81'
09*20'39"
769.00'
125.41'
62.85'
0
54*26'39"
25.00'
23.76'
12.86'
P
54*24'22"
43.00'
40.83'
22.1 ON
Q
29036'02"
57.00'
29.45'
15.06'
R
113*38'11"
58.00'
115.03'
88.69 ,
S
2935'31"
57.00'
29.44'
15.06'
T
94054'33"
35.00'
58.03'
38.19'
,�?,QFES
D L 0
CD rn
U-1
No. 24573
Exp. 12/31 /01
CIVI\-
C
00
_j +12911 e4,
U_ IS A
0 PK
W Li
Z C 18 F
j 1(3 NG �8"
R
ad A UTTER
CO
LO
LO
FA93
,
a
Ir-
+
D
0
>E
+
to ..,.t - , *
0
0
00
A.
T
C
INT.
GRANT WAY
76.4
C-)
�r- w
<Z
LO
LO
c6 9.51 84 W
,
Ir-
+
D
0
>E
+
to ..,.t - , *
0
0
00
A.
T
C
INT.
GRANT WAY
76.4
C-)
�r- w
<Z
STA. 11+86.42
=STA. 72+73.91 W. L113ERTY PKWY.
V)
68.82 TQ
-0
FL
68.32 TC
C`4 C-4
.6
V,l 5-39-W
11+t00 186.42' FL
14
M
8
9
18.87 TQ LO -r, -0
04 04
T
T
COD
'8.37 TCF
\
I
, I I
6' o_
4 10
I zz
I r- <
Al
XLU
Uj
F_
.3 _j
LL_ 10" -J
71
32 06 co gv�� llz�.A
4.19 0 1
C,4 Q W. LIBE
0 1-- 13 PKWY,. I
CURB
(0 LO
04 GUTTER,'
08.888 (67 87 TIC 6 .20
JOIN] E IS NG 18121
(0 52911
19 313'
0
CD
C.D
C " z -V 1 0
A -
Az ca
0
ANT WAY
& RECORD DRAWING
0
The information on this ng is obt*M fmm others and
must be verified in the fled by anyone odor to use o�
construction. HALL & FOREMAN, INC. is not responsible for
underground facifity locations or depictions. All above vround
facilities can be readily seen and verified by the parties that
intp,nd to use sam.
moor & roleman Inc.
morA Civil Engineering - Planning - Surveying - Public Works
545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 - (909) 982-7777
PREPARED UNDER THE SUPERVISION OF:
ARD L. -BO
R. C. E. 2
6-14- 0
DATE:
40' ON 40' 80' 120'
GRAPHIC SCALE: 1"=40'
CITY OF FONTANA, CALIFORNIA
DRAWN BY STREET IMPROVEMENT PLANS SCALE:
RLM HORIZ: 1" 40'
DESIGNED BY FOR VERT: 1 NO 4'
DLB & RLM TRACT NO. 15959 & -1 DATE:
CHECKED BY
DLB McCI F1 I AN CIT. & GRANT WAY 1/21/99
JOB NO. 91. DR. NO. SHT. NO.
5195 APPROVED Y/9. -
r -00-V CI TY EN GI N EER R. C. E. N o. 2513-9 2689 2 0 F 4