HomeMy WebLinkAbout2994-212
BC
1415.44 TC
PRC
1415.81 TC
11
10+00.00 TAILWIND LANE=
14+07.79 DARLENE LANE
10
10
DARLENE LANE
SEE SHT 3
54'
27' 27'
14p' i
61, 11 20'1 1 20' ! 6'
11 12 13 14 15
54
------------------ ^-
....... 3-
---- U w U R/VV
5 (TYP.) ��
9 N00
U aJ 00 o6
�¢ +—
O It
/8 7 6 5
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
WALNUT STREET
SEE SHT 6
86'
(EXISTING GAS LINE,'
(EXISTING WATER LINE)
-------- ------ -------------- -1 1° F
33+21.96 EC
5' PUE 1428.53 TC ,
2
TAILWIND
3 1 2 1 1
WA L10 1: 0
43' 43'
. 25' 25'
91
it
TRACT 10
co No.
I M I I I
1 (EXISTING STREET LIGHT)
Iz I
I (EXISTING SD MANHOLE)
!n1
0
IIm
I
�I oR I w
l
N !-co
IR00
� I:n
I 1000
IZ
(� I
I
q
q I
I
I
I�
I
I� I
I
25'
43'
14+20.21 TAILWIND LANE=
--- --(32+70.26 WALNUT STREE
1 +011. 0 ECS - AIL WIND LANE
------ -----------------
II I
i TACT
II I
(EXISTING SD MANHOLE)
II i (EXISTING CATCH BASIN)
(EXISTING FIRE HYDRANT)
II 1
II �
II �
II �
II
111215' I 1
43
WALNUT STREET
SEE SHT 6
No. 43976
Exp. 6-30-09
p xEcoxn nocuMErrr
These Record DoCumwt hm bNm; 1V -ed based
on information po-WW by e6w 1% Design
Professional he ad V40d do g WE) U&or
canplegnelt
at f ad " rM be
rapoor>�iblt hr my gww arembdom Ohl may
DATE
PROFILE
HORIZ: 1"= 40'
VERT: 1 "= 4'
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
CONSTRUCTION NOTES
INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) 25 FT. LUMINAIRE HEIGHT POLES
SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016
(D --CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE
( See general notes 31 and 32)
a3 — CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
5� CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=55, WIDTH 16'
�—CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
r128 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
CURVE DATA
0
R
''
L
53
A
52 a;
in0
28.19'
14.36'
�Co
25.00'
89'52'54"
39.22'
24.95'
C
60.00'
143'42'53"
2
183.11'
U
280.00'
03°37'22"
°D
w
33+21.77 BCR
03'37'22"
LO
10.12'
1427.62 TC
30.00'
N
CO
a0
G
G
N D
N
45.29'
28.22'
H
300.00'
03°37'22"
18.97`
-------- ------ -------------- -1 1° F
33+21.96 EC
5' PUE 1428.53 TC ,
2
TAILWIND
3 1 2 1 1
WA L10 1: 0
43' 43'
. 25' 25'
91
it
TRACT 10
co No.
I M I I I
1 (EXISTING STREET LIGHT)
Iz I
I (EXISTING SD MANHOLE)
!n1
0
IIm
I
�I oR I w
l
N !-co
IR00
� I:n
I 1000
IZ
(� I
I
q
q I
I
I
I�
I
I� I
I
25'
43'
14+20.21 TAILWIND LANE=
--- --(32+70.26 WALNUT STREE
1 +011. 0 ECS - AIL WIND LANE
------ -----------------
II I
i TACT
II I
(EXISTING SD MANHOLE)
II i (EXISTING CATCH BASIN)
(EXISTING FIRE HYDRANT)
II 1
II �
II �
II �
II
111215' I 1
43
WALNUT STREET
SEE SHT 6
No. 43976
Exp. 6-30-09
p xEcoxn nocuMErrr
These Record DoCumwt hm bNm; 1V -ed based
on information po-WW by e6w 1% Design
Professional he ad V40d do g WE) U&or
canplegnelt
at f ad " rM be
rapoor>�iblt hr my gww arembdom Ohl may
DATE
PROFILE
HORIZ: 1"= 40'
VERT: 1 "= 4'
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
CONSTRUCTION NOTES
INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) 25 FT. LUMINAIRE HEIGHT POLES
SHALL BE MARBELITE OR APPROVED EQUAL. PER CITY STD. DWG # 1016
(D --CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE
( See general notes 31 and 32)
a3 — CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
5� CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=55, WIDTH 16'
�—CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
r128 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
CURVE DATA
0
R
Q
L
T
A
60.00'
26°55'00"
28.19'
14.36'
B
25.00'
89'52'54"
39.22'
24.95'
C
60.00'
143'42'53"
150.50'
183.11'
D
280.00'
03°37'22"
17.70'
8.86'
E
320.00'
03'37'22"
20.23'
10.12'
F
30.00'
93°30'09"
48.96'
31.89'
G
30.00'
86°29'51 "
45.29'
28.22'
H
300.00'
03°37'22"
18.97`
9.49'
J
45.00'
89°52'54" '.
--*70.59'
44.91'
Q O
0
DIAL TWO WORKING
BEFORE ���� DAYS BEFORE
�i❑U DIG YOU DIG
TOLL FREE 1-800-287-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SHOULD CONSTRUCTION OF THE 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.
PLANS PREPARED FOR
YOUNG HOMES
10370 Trademark Street
Rancho Cucamonga,
Ca. 91730
(909) 477-6715
REVISIONS Engineer City
No. Approval Date: Approval Date:
BENCHMARK
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION 1365.01
pFESS�o Prepared By:
eR ALLARD ENGINEERING
���oN �<< F2
Q 9� Y Civil Engineering -Land Surveying -Land Planning
o
- z 8253 Sierra Avenue
No. 36052 ,,, r.Y
Uj ,,, Fontana, California 92335
Exp. 6 30 2004 (909) 356-1815 Fax (909) 356-1795
s
�q CIV11- �� aN �% '�L.
TF OF CAL�,c Raymond J. Allard, A.C.E. 36052 Date
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
Drawn By:
WF
TRACT NO. 16158-2
FOR
TAILWIND
FROM SIA UT T , NE LANE
scale:
AS NOTED
Designed By:
JF/D
Date:
APRIL 2002
Checked By
P� DH
Ply
Approved: t O
pp
CITY ENGINEER R. .E. 51152
Dwg. No.
2994
2
6
CpR.p R l��i L O 0
Filename: M:\DWG\15902\STREETS\St-2.DWG