HomeMy WebLinkAbout5658-3CURVE
RADIUS
DELTA ANGLE
ARC LENGTH
TANGENT
G
10.00'
66030'54"
11.61'
6.56'
H
10.00'
66030'54"
11.61'
6.56'
3
4
0
zuqw g�a.. , n_
d� 10 12�
_ _ rV , ._, _ »u _
W ... ,.� _n- F. >..,,_ r�
�F 0 BEE Co]H'- AVE ■ _ _ _ _ _ r /
i
- 0
W-4Qm N °10'16"W 0-j __jW
j �' oo O 77 0
~ Z to ~ 4 Z ^ry M �p Z AG �„� !`'�- Q /
'9%• 's % + 0 W Q o '� + O +� } O ;; �� l<�. 5 GSC N / S
o d'9�,F �/ �Q ¢ Z 2 N� co
2"—� QQ k Q� 2 �, �'l3�'Q,`° 14a 250 O o
C> X -�j X F - m -� 1 t- m to 1- oa '� 7 iN
EXTG. M �% c1'� w cn Q cn <t �'
;f
POSED SIDEWALK 3 6 5 _
lol—
F
}
Oi i .O t
. ROW LINE ' o �a ° M ' ��� ¢ 'P 6x '�'S�),cSj.� / EXTG. ROW LINE /
E1 -G i 1 �?' F� �'cP O /
{ + Z -, ``'; ew.'� ; p`L �� C-)\ w �s�.c�
~7oaQf-`i'LLi �`�, cn
WCM-
�N
PRO OSED ROW LINE EXTG. ROW LINE E /
o ' m /° �
! �Cn
QO �
07,00 INV. 5' WIDE OPEN CHANNEL
I GATE FLZ
s
1070.90 INV. 6- " WFLOW -
I
'I — 7
Underground Service Alert
Call: TOLL FREE
1-800-227-2600
DIAL BEFORE
111
YOU DIG
TWO WORKING DAYS BEFORE YOU DIG
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
26' GATE
i
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
SHOULD THE 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.
PREPARED UNDER THE
SUPERVISION OF:
PREF S�Q�
RA
?� 0
co0
2
w -J
NO. 57580
EXP. 12-31-2017
CIVIL �P
qTF OF CAl-�FO��
STREET IMPROVEMENT PLANS
CITY OF
FONTANA
15335 VALLEY BLVD., O
1 1
Q z
I >1�
W j Z
z_
J w
U
Z
>- w
W WF -
I -j _j15
z "I w
(') z
w >O
O U
1 1
w
0
m
20 0 20 40
Scale: 1 " = 20'
E-A
:,
CONSTRUCTION NOTES
QUANTITY
O
INSTALL MIN. 6.5" A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE PER CITY STD. 401 (1,329 S.F.)
54 TONS AC
2
O
SAWCUT EXISTING PAVEMENT
451 LF
O3
INSTALL SIDEWALK PER CITY STD. 1006 - MODIFIED TO CURB ADJACENT
2,130 SF
O4
REMOVE EXISTING A.C. PAVEMENT
955 SF
O
INSTALL MODIFIED 10' RADIUS COMMERCIAL DRIVEWAY APPROACH PER CITY STD. 1002 (W=AS SHOWN)
1,610 SF
REMOVE EXISTING CURB & GUTTER
37 LF
O7
REMOVE EXISTING DRIVEWAY APPROACH
800 SF
O8
REMOVE EXISTING PCC SIDEWALK .,
1,186 SF
O
INSTALL NEW CURB AND GUTTER 8" (MATCH EXISTING) PER CITY STD. 1000
211 LF
10
RELOCATE EXISTING UTILITES OR ABANDON IF NOT NEEDED AS NECESSARY
VARIOUS
11
INSTALL 90 WATT LED STANDARD STREET LIGHT PER CITY STD. 404
3 EA
12
CONSTRUCT 6' WIDE PARKWAY DRAIN FROM INFILTRATION BASIN PER SWPPC STD. 151-2 TYPE 2 PER SEE SHEET 2 OF PLANS
55 LF
13
CONSTRUCT 6" P.V.C. PIPE LOW FLOW BYPASS FOR INFILTRATION BASIN
72 LF
14
PROVIDE STREET LIGHT - 8 FT. MAST ON EXISTING POWER POLE (90 W LED)
1 EA
ESTIMATE IS FOR FEE PURPOSES ONLY. CONTRACTOR RESPONSIBLE FOR OWN QUANTITIES.
** PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE SOIL ENGINEER AND APPROVED BY
THE CITY ENGINEER.
/� nn •
LA NO PLANNING
Lr-�1 Lttl W A L' L u • CIVIL ENGINEERING
ll � � � lf'110 � � • GEOMA TICENGINEERING
E( ] (JL) • GPS & ROBOTIC SURVEYING
(� (� _X • CYRAX 3-D LASER SCANNING
v
DRAWN BY: wmq
625 E. ARROW HIGHWAY, STE. 7, GLENDORA, CA 91740 DESIGN BY:
P E: (626) 914-578 FAX: (626 914-5757 WEB: www.megi.us wmg
-
CHECKED BY:
WILLI . RAYMOND JR R.C.E. 57580 EXP. 12/31/2017 WMRJ
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
15335 VALLEY BLVD. SCALE:
1 "=20'
__._. EECH AVENUE PLAN DATE: 09 NOVEMBER 17
APP V B �. DWG. NO.3
CITY5
ENGINEER R.C.E. 51152 DATE `� 58