HomeMy WebLinkAbout5650-3co
C)
CN
0
1 t
-77
7
LL 21+00.00 .. ........
- - ----------- 1+6 F.07 FS
--7
- ---------
-77 C14
C)
7'
-T
LV2'
C)
C)
------- ---- C5 7 --- 7F-- — - - - - - -
7,
T
T - -4-
C)
4-
C)
7 6 U�
A
C) rl-
C-D
+
-----------
05 1466.81 T
21 +00.W
C)
F LINE - -- -----
AT CENTE
CD 7- &0 C� PO
C5 cl
C>
C)
C:) -.4-
77 77
7'
C) + LO CD
TOP OFIC URB AT
cl
8
t
t I-
CD
.00' VC C>
,-PJ EL=144911
7
'7 -------
--- - ---- --- +
C) r Ln
- -] " - - -1 Lo
7-- 777-7 4
LO in + LO CN
--- -------- CD = 04
��-1 7
—Now
- ------ + to
CENTERuNE:
CD
+
C)
L0 C) r--
2
Lq -4 + LO
m
- ------- Ln 14t
C 3
m + U-)
HT
- - ----- UR AT 40 R1,
--- ------- =
C) �q- LO 00
PRO U
POSED TO P OF C ;�? I - - 0--1
U- -------
C)
CD
-r LO LO - ------
00 q:
C.6 Lo
CD
143.73' + Lb
77 --
Lo
7-
6 -T-
7
Y6
LO
+
+ --------- C) F- -4- . .....
52.70' 'LO
V)
52.70' LOC
-4 *-Air - ---- -
C�
7
4 A/4
_L4 A/4 Uj
4A
GRPLW,-Af g�
_j
in
m -------- ---- ----- --------
F- C-)
C-)
Q�
IOU C14
.t Lo
T--
ro
-7
- -------- - -- ----- -----
+ U
--7 -77
TAN= -1 .66% 7
4
2.02%
-4
7 L
f
7 - -----
4:
HORIZ: 1 40'
10+00 11+00 12+00 13+00 14+00 15+00 VERT: 1 4' 16+00 17+00 18+00 19+00 GRADED 20+00 21+00
SWALE
EXISTING CONCRETE CHANNEL
-
- - - - - - - - - - - --
-
- - - - - - - - - - - - - - - -- . . . . . . . . . .
=�-� - - - - - - - - - - - - - - - . . . . . . .
- - -- - - - - - - - - -
— -- - - - - - - - - - CD
FUTURE L
20 CD
mmm C.0 (n
04
C-4 U-) + LU
+ to
C)
C-4
C 4 C/)
Uj
Uj
E
EXISTING R/W 2 1
21
20
18
55)
19
14+86.40 SIERRA LAKES PARKWAY= 1 1-1 1
17
66,81
11+94.00 STAR PASS WAY
6
[1455.50 FS]
16
y
15
D
1455.36 FS
-4- RE
14
MEDIAN
FUTURE
4/' --TRAFFIC Ati � �01 Fc -
At
"r CIRCLE 14 57 13
%
1n A r- n 0(�A f-- 0
ol INLJ U 11 A�
77 20
1449.22 FS
12
A
12
81.53 13" Ar
C
LA CONSTRUCTION NOTES
x
3
0. 0
A
A6+14.�4/�M �IFVAINE
5
_z%
BCR
SEE 8F 10�- i 446.04 TC
PT
REV.
A V'V~yVVV%V%V%VV.VVVV~~ IT- V*VVVVVVVVVV#V~
TOLL FREE -"mmmw-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
al "Cig
6
1450.07 TC
REVISION DESCRIPTION
m
7
ENGR. I DATE I CITY I DATE
q/
11
SIERRA LAKES PARKWAY
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
6��AWCUT EXISTING A.C. PAVEMENT
CONSTRUCT 6.5" AC PAVEMENT OVER 4.0" CLASS 2 AGGREGATE BASE OVER 12" OF 95%
COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 & 32)
ONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
ONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=5'
@—CONSTRUCT 10' WIDE CROSS GUTTER PER CITY DWG. PLAN NO. 403.
@—CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003
@20 ONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (90 WATT)
—'C
SEE PART NO. 10205811 PER CITY STD. 404
@—CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106 W=6'
4
BASIS OF BEARINGS: Prepared By: '?�(OFESS/Oyv
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N, ALLARD ENGINEERING I K. 14
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42, Civil Engineering - Land Surveying - Land Planning- Ael 9- In
BEING: N 89'37'36- E 0 - DRAWN BY:
16866 Seville Avenue No. 85349 z DBW/
rn
BENCHMARK: Fontana, California 92335 rn
CALTRANS BENCHMARK #8-17
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED
343' N/O 1-210, 0.2 MILES WEST OF SAN SEVAINE RD.
EL=1428.609
(909) 356-1615 Fax (909) 365-1795 0� Exp. 6/30/18 ULOWNLU Ul:
V DBW
ZqI107 cjv��- CHECKED BY:
ROBERT K. ALCkRD,T-5 85349 IDATt OP CA% -
(expires 6/30/2018) RKA
(IN FEET)
1 INCH = 40 FT.
11C
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
G TRACT NO. 18987 SCALE: AS NOTED
SIERRA LAKES PARKWAY DATE:
October, 2017
APP DATE: DRAWING NO.: 3
CITY ENGINEER R.C.E. 51152 -7 5650
Filanmma- i-\wri�,-Anwrq\F1NAi nFqirN\qTPFFrq\qTPFFr qHT lAwn
CURVE &
LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT BEARING
A
10 1 .00'
81 *32'11
143.73'
87.08'
8
35.00'
8615'54"
52.70'
32.79'
C
840.00'
8*49'34"
129.40'
64.83'
D
840.00'
4-59'08"
73.09'
36.57'
E
760.00'
29-45'16"
394.68'
201.90'
6��AWCUT EXISTING A.C. PAVEMENT
CONSTRUCT 6.5" AC PAVEMENT OVER 4.0" CLASS 2 AGGREGATE BASE OVER 12" OF 95%
COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 & 32)
ONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
ONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=5'
@—CONSTRUCT 10' WIDE CROSS GUTTER PER CITY DWG. PLAN NO. 403.
@—CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003
@20 ONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (90 WATT)
—'C
SEE PART NO. 10205811 PER CITY STD. 404
@—CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106 W=6'
4
BASIS OF BEARINGS: Prepared By: '?�(OFESS/Oyv
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N, ALLARD ENGINEERING I K. 14
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42, Civil Engineering - Land Surveying - Land Planning- Ael 9- In
BEING: N 89'37'36- E 0 - DRAWN BY:
16866 Seville Avenue No. 85349 z DBW/
rn
BENCHMARK: Fontana, California 92335 rn
CALTRANS BENCHMARK #8-17
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED
343' N/O 1-210, 0.2 MILES WEST OF SAN SEVAINE RD.
EL=1428.609
(909) 356-1615 Fax (909) 365-1795 0� Exp. 6/30/18 ULOWNLU Ul:
V DBW
ZqI107 cjv��- CHECKED BY:
ROBERT K. ALCkRD,T-5 85349 IDATt OP CA% -
(expires 6/30/2018) RKA
(IN FEET)
1 INCH = 40 FT.
11C
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
G TRACT NO. 18987 SCALE: AS NOTED
SIERRA LAKES PARKWAY DATE:
October, 2017
APP DATE: DRAWING NO.: 3
CITY ENGINEER R.C.E. 51152 -7 5650
Filanmma- i-\wri�,-Anwrq\F1NAi nFqirN\qTPFFrq\qTPFFr qHT lAwn