HomeMy WebLinkAbout3033-12WIDGEON WAY U1 -- CONST 61/2" AC PAVEMENT (MIN) OVER 12" COMPACTED NATIVE MATERIAL
_ (SEE GENERAL NOTES 31 do 32)b
IMPROVEMENT PLANS �' �" — \ _ r' �-� /I 1`� 2�- CONST 8* CURB do GUTTER PER CITY STD PLAN NO. 1003
9 PER TRACT 042 9 rr l ` �-- — 3 CONST 8 CURB PER CITY STD PLAN NO. 1003
�. r J
J
Oj s DWG N0. 3042 8ZCONST 8" TO 6" CURB do GUTTER TRANSITION PER CITY STD PLAN NO. 1003
SEE SHEET 3- 5 CONST 4" PCC SIDEWALK PER CITY STD PLAN N0. 1015
BEECH AVENUE a _ = 151 15 153 154 i 2272 22' 1125 Q
I w o °D = 2 v U I N - = 12 6 1 2 % 1 2 8 0 6a-- CONST CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN NO. 1006
�- m II _ O7 - INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD PLAN NO. 1016 (SCE 120)
52 52 J = Q w �' I 04 m No 3 m No i = U 8�— CONST CURB OPENING CATCH BASIN PER APWA STD PLAN NO. 300-2 (W=PER PLAN)
104' N COLII oMi M X126 I N N O Q 7 CONST LOCAL DEPRESSION PER CITY STD PLAN NO. 121 (W=PER PLAN)
+,� o, 1 w C3 I o � � m > 1.- a, 12 SAWCUT & REMOVE EXISTING PAVEMENT=
U`� + Cocr-
W + o + o o N 15 RELOCATE STREET LIGHT AND POWER POLE.
v D U O u U II w 18 RELOCATE EXISTING POWER POLE
5 �-
�+ m .- 3 N -� > i _ �� m 3 cn 5 N 22 SIERRA LAKES JOIN PER DETAIL ON SHEET 2
/ O ,., ,�; FLIT RW SAWCUT _ _ =s - 23 INSTALL 4" AND 6" IRRIGATION SLEEVE
= - - -
00
=_ - -
- T
/ ao 00 -�-4-- - - . _ .,_' =. •- -r_;--_ - :..:_ y 4 :-s -s • . -- - •, _. __ ,,.-- - FU RW O 24 CONST 6 1/2" AC PAVEMENT (1' WIDE)
40
+ I ` CONST BARRICADE PER CITY STD 118
t ' O 26
B
.�.
t8 t t8 14 4 "
18 15
2 144. FL 2 �M
36 SD - - - 30"SD - _ - t 1 1.4 J to J
_ O 1494.21 TC
I .. 1489.61 TC 22 1� JOIN EX 2 yy 1494.53 TC 1494. TC o �c � 3 `L- •- _ UNE
�* _ PAVEMENT 12 1493.54 FS 1493.86 F ' 9 2 W l�J SAWCU Y4 \-JOIN EX 150297 TC o 'L + F-� ao Cn GUTTER
_ LL -
o - 1493.95 TC PAVEMENT 150230 FS `o`o II �'�' � �"`
~ �n r f\
N89'16'S3"E �otoo 1 .94i� bo 12+00 24 493, 13+00 + N89`I6'53'E + + I 00 WCD •� m ��
Z18' F H — -- 45 ---I t2 + f•— W = 0 ("a) U b
'� CURB FACE
_ -- - SAWCUT 1 9.44 TC _ _ JOIN EX N W J n u c�
24
22 SAWCUT
F -
-------
b 24 JOIN EX 1 1.27 TC Z N C� 3= N U- -
1501.38 FL 1 1 0 .40 FS — o------- m
I 1488.77 S .� 3 PAVEMENT G 3 PAVEMEN� "'� 1,900.60 FL w
1 " .J 'n ao
_.
co Ui
La
.1 TC 12 S t 2 1493 LO
TC 23 1495.40 TC = ro t 12 S 2 150291 TC 150238 TC .w A = I;a .+� I I rn
_ - - ._
149Z. T73 rL
00
Ir
= .:r • ! .. .. s. • - -------- m U C2 coo• �
CL INT cc rn .. .. r .
LC)
r _ '' .- . r 1._ , s .. _ . • _ - CURB FAjC) C14 C5
--- _
10+00.00 SIERRA LAKES PARKWAY g r� `�' FLIT R H
+ o 'n W 4 0 4 �� ,FUT.RW .
GUTTER +� m II o�rn n
-170+62.89 BEECH AVENUE UNE �„ m �'° +
m w 5 =� Co
O tp = 2 \ N e O� N c^G 0_' J O) U -
II
rr U II _ m Lo W o CoT i � m H_ 0' Uri C6 rn c) 3=
52 52 0° d'- I
+ m �, 00 00
_� " o N _DETAIL C —CB #20A DETAIL D —CB #20B
(� O O U J =' O f` t0 + CrrY F— H L� ( + w C0 + + m p 04 m N CV t t f f t t f f
Co 104 w o W U .n c�i EX CALTRAN R ao m U o 26 co v J �` to co m �'
rn rn N; �- � r\ LU U - i EX CALTRANS R '� '� rn o^ �
� `L ^ C) u ± _(66) o c�h' N N o� • c�i I c�i N ¢ . . �. ao cn NTS NTS
L` + in o o > w N + �- + L` ao rn rn rn co > w 7 (66) 23 23 c�i w w N w
_ o 7 LP LOW POINT
mM+ �' `� a BEECH AVENUE " "' "'EGEND MVC MIDDLE OF VERTICAL CURVE
o v �� UNE + aoo -' W 2 o m Lr, � m Coo w +
00 .m CS ° m �e3 v 0 2 103 104 M 2 72 22 3 W o o o BBVCc BEGIN CURVE
d� -. �00
� f -CURB FACE SEE SHEET 3 101
PCC POINT OF COMPOUND CURVE
aO `'' BEGIN VERTICAL CURVE
ao ~ C. 3= Co ------- g
M o s 2 3 5 6 BCR BEGIN CURVE RADIUS RRC POINT of REVERSE CURVE
CURVE TABLE
— — — — — —
M r�L-
r�: in
CURVE
ANGLE
LENGTH
RADIUS
TANGENT
a>
7'07'30"
39.92'
321.00'
19.98'
B
90'00'00"
54.98'
35.00'
35.00'
0>
90'00'00"
54.98'
35.00'
35.00'
0
90.00'00"
54.98'
35.00'
35.00'
E
90'00'00"
54.98'
35.00'
35.00'
F
180'00'00"
6.28' 1
2.00'
-
G
12'04'04"
22.96'
109.00'
11.52'
H
12'04'04"
22.96'
109.00'
11.52'
I
7'07'30"
39.92'
321.00'
1 19.98'
WIDGEON WAY U1 -- CONST 61/2" AC PAVEMENT (MIN) OVER 12" COMPACTED NATIVE MATERIAL
_ (SEE GENERAL NOTES 31 do 32)b
IMPROVEMENT PLANS �' �" — \ _ r' �-� /I 1`� 2�- CONST 8* CURB do GUTTER PER CITY STD PLAN NO. 1003
9 PER TRACT 042 9 rr l ` �-- — 3 CONST 8 CURB PER CITY STD PLAN NO. 1003
�. r J
J
Oj s DWG N0. 3042 8ZCONST 8" TO 6" CURB do GUTTER TRANSITION PER CITY STD PLAN NO. 1003
SEE SHEET 3- 5 CONST 4" PCC SIDEWALK PER CITY STD PLAN N0. 1015
BEECH AVENUE a _ = 151 15 153 154 i 2272 22' 1125 Q
I w o °D = 2 v U I N - = 12 6 1 2 % 1 2 8 0 6a-- CONST CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN NO. 1006
�- m II _ O7 - INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD PLAN NO. 1016 (SCE 120)
52 52 J = Q w �' I 04 m No 3 m No i = U 8�— CONST CURB OPENING CATCH BASIN PER APWA STD PLAN NO. 300-2 (W=PER PLAN)
104' N COLII oMi M X126 I N N O Q 7 CONST LOCAL DEPRESSION PER CITY STD PLAN NO. 121 (W=PER PLAN)
+,� o, 1 w C3 I o � � m > 1.- a, 12 SAWCUT & REMOVE EXISTING PAVEMENT=
U`� + Cocr-
W + o + o o N 15 RELOCATE STREET LIGHT AND POWER POLE.
v D U O u U II w 18 RELOCATE EXISTING POWER POLE
5 �-
�+ m .- 3 N -� > i _ �� m 3 cn 5 N 22 SIERRA LAKES JOIN PER DETAIL ON SHEET 2
/ O ,., ,�; FLIT RW SAWCUT _ _ =s - 23 INSTALL 4" AND 6" IRRIGATION SLEEVE
= - - -
00
=_ - -
- T
/ ao 00 -�-4-- - - . _ .,_' =. •- -r_;--_ - :..:_ y 4 :-s -s • . -- - •, _. __ ,,.-- - FU RW O 24 CONST 6 1/2" AC PAVEMENT (1' WIDE)
40
+ I ` CONST BARRICADE PER CITY STD 118
t ' O 26
B
.�.
t8 t t8 14 4 "
18 15
2 144. FL 2 �M
36 SD - - - 30"SD - _ - t 1 1.4 J to J
_ O 1494.21 TC
I .. 1489.61 TC 22 1� JOIN EX 2 yy 1494.53 TC 1494. TC o �c � 3 `L- •- _ UNE
�* _ PAVEMENT 12 1493.54 FS 1493.86 F ' 9 2 W l�J SAWCU Y4 \-JOIN EX 150297 TC o 'L + F-� ao Cn GUTTER
_ LL -
o - 1493.95 TC PAVEMENT 150230 FS `o`o II �'�' � �"`
~ �n r f\
N89'16'S3"E �otoo 1 .94i� bo 12+00 24 493, 13+00 + N89`I6'53'E + + I 00 WCD •� m ��
Z18' F H — -- 45 ---I t2 + f•— W = 0 ("a) U b
'� CURB FACE
_ -- - SAWCUT 1 9.44 TC _ _ JOIN EX N W J n u c�
24
22 SAWCUT
F -
-------
b 24 JOIN EX 1 1.27 TC Z N C� 3= N U- -
1501.38 FL 1 1 0 .40 FS — o------- m
I 1488.77 S .� 3 PAVEMENT G 3 PAVEMEN� "'� 1,900.60 FL w
1 " .J 'n ao
_.
co Ui
La
.1 TC 12 S t 2 1493 LO
TC 23 1495.40 TC = ro t 12 S 2 150291 TC 150238 TC .w A = I;a .+� I I rn
_ - - ._
149Z. T73 rL
00
Ir
= .:r • ! .. .. s. • - -------- m U C2 coo• �
CL INT cc rn .. .. r .
LC)
r _ '' .- . r 1._ , s .. _ . • _ - CURB FAjC) C14 C5
--- _
10+00.00 SIERRA LAKES PARKWAY g r� `�' FLIT R H
+ o 'n W 4 0 4 �� ,FUT.RW .
GUTTER +� m II o�rn n
-170+62.89 BEECH AVENUE UNE �„ m �'° +
m w 5 =� Co
O tp = 2 \ N e O� N c^G 0_' J O) U -
II
rr U II _ m Lo W o CoT i � m H_ 0' Uri C6 rn c) 3=
52 52 0° d'- I
+ m �, 00 00
_� " o N _DETAIL C —CB #20A DETAIL D —CB #20B
(� O O U J =' O f` t0 + CrrY F— H L� ( + w C0 + + m p 04 m N CV t t f f t t f f
Co 104 w o W U .n c�i EX CALTRAN R ao m U o 26 co v J �` to co m �'
rn rn N; �- � r\ LU U - i EX CALTRANS R '� '� rn o^ �
� `L ^ C) u ± _(66) o c�h' N N o� • c�i I c�i N ¢ . . �. ao cn NTS NTS
L` + in o o > w N + �- + L` ao rn rn rn co > w 7 (66) 23 23 c�i w w N w
_ o 7 LP LOW POINT
mM+ �' `� a BEECH AVENUE " "' "'EGEND MVC MIDDLE OF VERTICAL CURVE
o v �� UNE + aoo -' W 2 o m Lr, � m Coo w +
00 .m CS ° m �e3 v 0 2 103 104 M 2 72 22 3 W o o o BBVCc BEGIN CURVE
d� -. �00
� f -CURB FACE SEE SHEET 3 101
PCC POINT OF COMPOUND CURVE
aO `'' BEGIN VERTICAL CURVE
ao ~ C. 3= Co ------- g
M o s 2 3 5 6 BCR BEGIN CURVE RADIUS RRC POINT of REVERSE CURVE
C), — ` WIDGEON WAY CL INT
IMPROVEMENT PLANS 13+97.
12 SIERRA LAKES PARKWAY
J
PER TRACT 15844 -
-10+00.00 WIDGEON WAY TRACT NO. 15843
DWG NO. 3045 =10+00.00 WIDGEON WAY TRACT NO. 15844
REV REWISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
01 WP—D DRQ I NCs 3,�D 5•l,e
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.
/Q�OFESS/0��\
�THUR G'' F
Z
= No. 31681 CD z �
* Exp. 12/31/04
\s]q CIVIIr NQ'
lF
OF C\F
Rao 17 R AuJ I IID & "
O O
Ui M —
— — — — — —
M r�L-
r�: in
L
WA V
STREET
L-
Q�ow ess�p,�,�
r- 00
o I
CL
EC
ao CO
TC
W'LY
TOP OF CURB
WESTERLY
PO
�Q�0 pSttMl1R
1 i
I
o �
r -z -------
00
VERTICAL DEP
DEPTH
rl-
00
°
w No. 31681
ELY
EP
EASTERLY
EDGE OF PAVEMENT
(450,00)
INDICATES EXISTING ELEVATION
Exp. lZ 3
CURB FACE
END VERTICAL CURVE
►�-
L` Co.
L`
C,
Jr V !
FL
FS
FLOW UNE
FINISHED
O ("
O+
'q-'*
MO ~
.°�
�rFOF CAl1F�40
1"= 40'
0 40
80 GB
SURFACE
GRADE BREAK
GUTTERr*- �
m II
3�oZ q scale
feet HP
HIGH POINT
LINE r- �
-_
am
+ o
Co .r
INT
INTERSECTION
EXISTING PAVEMENT
o
DETAIL
"A" —CB
#6A
DETAIL
"099
—CB #6B
NTS
NTS
C), — ` WIDGEON WAY CL INT
IMPROVEMENT PLANS 13+97.
12 SIERRA LAKES PARKWAY
J
PER TRACT 15844 -
-10+00.00 WIDGEON WAY TRACT NO. 15843
DWG NO. 3045 =10+00.00 WIDGEON WAY TRACT NO. 15844
REV REWISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
01 WP—D DRQ I NCs 3,�D 5•l,e
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.
/Q�OFESS/0��\
�THUR G'' F
Z
= No. 31681 CD z �
* Exp. 12/31/04
\s]q CIVIIr NQ'
lF
OF C\F
Rao 17 R AuJ I IID & "
CB
CATCH BASIN
L
WA V
STREET
Q�ow ess�p,�,�
N
CL
EC
CENTERLINE
END CURVE
TC
W'LY
TOP OF CURB
WESTERLY
�Q�0 pSttMl1R
1 i
ECR
END CURVE RADIUS
V
VERTICAL DEP
DEPTH
°
w No. 31681
ELY
EP
EASTERLY
EDGE OF PAVEMENT
(450,00)
INDICATES EXISTING ELEVATION
Exp. lZ 3
EVC
END VERTICAL CURVE
450.00
INDICATES PROPOSED ELEVATION
co
-
C,
Jr V !
FL
FS
FLOW UNE
FINISHED
W
S
WATER UNE
SEWER LINE
N
�rFOF CAl1F�40
1"= 40'
0 40
80 GB
SURFACE
GRADE BREAK
SD
Q
STORM DRAIN UNE
-NEW PAVEMENT
3�oZ q scale
feet HP
HIGH POINT
0
- SAWCUT & REMOVE
INT
INTERSECTION
EXISTING PAVEMENT
o
1:11:10
CITY OF FONTANA, CALFORNA Em
man ��SUMMIT HEIGHTS n � Y
Civil Engineering - Planning - Surveying - Public Works DRAYM BY:
STREET WROVE M SANS '
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 MSM SQA LAKES PARKWAY 1 "= 40' o N
PREPARED UND R THE SUPERVISION OF: DESIGNED BY: ATE.
��
e��J-'j -A,5� 4 (0 7 (0 2 Frmm MSM BEE TO ±800' nY 10-26-01 '
BY LOwnwirRy. i o
HAROLD A. GARCELON R.C.E. 31681 DATE:
RDCco
VYG NO.:Uj
3033 C�
14