HomeMy WebLinkAbout5833-2DocuSign Envelope ID: 0845DECD-44B2-40C8-BF44-55FF36DD393C
1565
1560 1
36+00
W
E
36+00
SS SS SS
E
W W
EXISTING FINISHED Q
SURFACE OVER CL PIPE w
z_ o
--- J
— o —
___-- z rn
— J +
�— U co II
EXISTING 54" RCP STORM DRAIN
LINE PER EXISTING STORM
DRAIN IMPROVEMENT PLANS
DRAWING #3066 (SHEET 2)
0
36+50
EXISTING LINE
1564.43 INV
18" RCP
"All
" PROFILE
AHORIZ. 1" = 10"
SS S SS
+I
ih
Cn EXISTING 8"
SEWER LINE
EXISTING 54" RCP STORM DRAIN
Cn
Cn LINE (LINE "A") PER EXISTING
STORM DRAIN IMPROVEMENT
PLANS DRAWING #3066 (SHEET 2)
co
W
EXISTING 12" WATERLINE
W Cw
07
NOTE: CONTRACTOR SHALL PROTECT & SUPPORT
EXISTING 12" WATER LINE. PROVIDE SHOP DRAWINGS
+1 APPROVED BY A CIVIL ENGINEER FOR SUPPORT OF
(M,, Cn EXISTING PIPE CROSSING TO THE SATISFACTION OF
I WEST VALLEY WATER DISTRICT IF REQUIRED.
EXISTING DRIVEWAY
NEW N-12 TO RCP ADAPTER
9+65.67 LAT. "A-1 "
S
= 0.0214
VERT. 1 "= 2'
37+00 ::Ei 37+50 PLAN 1" =10" 38+00
10, 0 10, 20' 30'
CAL —
GRAPHIC SCALE: 1" = 10' - -
37+00 - ' 38+00
SIERRA AVENUE CENTERLINE STATIONING PER
EXISTING CONCRETE EXISTING STORM DRAIN IMPROVEMENT
DIVIDER ` PLANS DRAWING # 3066
U
5S SS SS SS
EXISTING SEWER
LINE
1
zXISTING
J J STRIPING, TYP.
o
rnooz
+ +
(D O J
co t U
W W W W -
LAT. "A-1" 0
EXISTING CURB/ / \
:3)
GUTTER
O EXISTING STREET
LIGHT
EXISTING SIDEWALK
I fill NEW 18"
EXISTING LINE "All
R" N-12 PIPE DRAIN
\ 0 0
SS o
° M NEW DRAIN BASIP
SS ' NEV FRAT ON SYSTEM
SYO9+35.00 LAT. "A-1"
Q7
�Q
N-
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
NEW WATER CONNECTIONS
PER WATER IMPROVEMENT
PLANS
—\,�
W W W W W V
� EXISTING
MANHOLE
EXISTING ELECTRIC METER
EXISTING POWER POLE
0
0 0
0 0
� \ 0 0
i� 0 0 0 0
R/VV
EXISTING GRADE
I
FINISH GRADE
9+35.00
-
w
NEW DRAIN
~
w
BASIN10
o
QQ
11569.55 TG
1567.551N
.
U
OVERFLOW
TO
STORM D
AINE
N
Z
rn
S ;
0.050
NEW N-12 DRAIN
PIPE
1566.04 INV.
1566.69 INV.
i
DRAIN PIPE TO U.
G.
INFILTRATION SY
TEM
NEW N-12 TO
RCP ADAPTOR
I
9+50
LATERAL PI
NEW 18" R
1564.43' IN
BACKFILL WI1
450-C-2000 (265-C-1
CONCREI
UNDISTURBED EAR1
JUNCTION DETAIL
SIERRA
AVENUE
-0 1567.801NV.
zzzo.050
i
LAT. "A-1"
N.T.S.
CONSTRUCTION NOTES
STING
RCP
Q
aw
-. z
QJ
J N
O
� O �
zo(0
J +O co
U — n
1564.43 INV. --I'
(1562.82) INV.
CONSTRUCTION NOTES:
0 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 3009 CASE 1.
SEE JUNCTION DETAIL ABOVE.
0
INSTALL 18" RCP STORM DRAIN (1800-D LOAD)
OTRENCH, EXCAVATE AND BACKFILL PER CITY STD. 1008.
1570
EXISTING 12" WATER
LINE TO BE
PROTECTED IN PLACE
4l 1)
allmlit,
EXISTING 54" RCP STORM
DRAIN LINE PER EXISTING
STORM DRAIN
IMPROVEMENT PLANS
DRAWING #3066 (SHEET 2)
fiedlergroup
Design & Engineering
BENCH MARK: BASIS OF BEARINGS:
299 N. Euclid Ave., Ste 550
BRASS CAP IN THE CONCRETE THE BASIS OF BEARINGS IS Pasadena, CA 91101
D� BASE OF THE SOUTH LEG OF AN BASED ON THE CENTERLINE OF
SCE TOWER 343' NORTH OF SIERRA AVENUE, AS SHOWN ON
HIGHLAND AVENUE, 0.2 MILES TRACT NO. 15686-3 277/22-24 (213) 381-7891
WEST OF SAN SEVAINE ROAD, BEING NORTH 00°27'22" WEST fiedlergroup.com
2.65 MILES WEST OF SIERRA AUTOCAD FILENAME:
AVENUE.
SHOULD CONSTRUCTION OF THE REQUIRED PROFESS Prepared Under The Supervision Of : CITY 0 F FO NTANA, CALI FO R N IA
O IOiyq!
IMPROVEMENTS NOT COMMENCE WITHIN TWO ����� Fti�� STORM DRAIN IMPROVEMENT PLANS
YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY: SCALE:
AND CARRIED FORTH IN A DILIGENT MANNER, THE No. C-78912 TH AS NOTED
CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp. 3-31-2020 DocuSi9"edby: DESIGNED BY:FA11RO
6233 SIERRA AV E N U E DATE:
CIV1\- EP835E80FC6(
AuV, �"" 914/2019TH 05-07-19
PLANS TO BRING THEM INTO CONFORMANCE WITH s��\F�P E9436 Date CHECKED BY: v~ BY: :" DAT9_4_1 9 DRAWING NO.: 2DATE ENGR. CITY DATE STANDARDS IN EFFECT. PAUL D. MURRAY R.C.E. 78912 pM ENGINEER R.C.E. 51152 5833 2
PF