HomeMy WebLinkAbout5354-5N
W
N
W
Q
0
N
0
0
0
J
CL
36" STORM DRAIN PER
CITY DWG. NO. 5349
63
10+00.00 ST. CL BAYOU LANE= 2
12+30.06 ST. CL SLEEPY CREEK
10+00.00 BAYOU LANE=
11+92.21 SLEEPY CREEK
CL MH NO.5
61
SLEEPY CREEK
SEE SHEEP 3
64'
32' 32'
12' 20' 20' 12'
i
rT
s
I 64' I
SLEEPY CREEK
SEE SHEET 3
AVOCADO COVE DRIVE
SEE SHEET 7
64'
2 32' 32' .
12' 20' 20' 12'
Z
8" WATER PARK
BY OTHERS LOT A Z 3
CIS
79
8" WATER N _� o -
BY OTHERS PROPOSED R/W ' - - o
+ U IfI C
I
yry
__......._._ ---------------
...._.._......... __----
..._... —... :-:...__ ......._......_...._ .�_...
._.._._W ..........._ _._ W....._ W.W -
................. ... .......
00
1 `n I
...........
ti
8 WATER 3 (TYP)
BY OTHERS 3 (TyP) PROPOSED R/W� (;
PAD=1382.9 I PAD= 1383.2 PAD= 1383.5 I PAD= 1383.7
78 77 76 75 74
BAYOU LANE
46
8" WATER
BY OTHERS
13+61.12 ST. CL BAYOU LANE
12+30.06 ST. CL AVOCADO COVE DRIVE
4
12+30.06 AVOCADO COVE DRIVE
12, 1' 20,. 1 20"112'
32' 1 32'
64'
AVOCADO COVE DRIVE
SEE SHEET 7
4" SEWER LATERALS TRACT 18939-1
LOT NO.
LOT NO.
DESIGN STA. "AS—BUILT" STA. BACKWATER
YES NO
75
12+09
X
76
11+58
X
77
11+07
X
78
10+57
X
PARK LOT "A"
10+62
X
54' , 12'
I
I WI
21-
XEEU.WHH1'F-
10+33.00
MONTGOMERY AVENUE— E I 1
SEWER TERMINAL CLEANOUTI '
MH NO. 10
30' 18' 12'
Y ¢ SLEEPY CREEK CONSTRUCTION NOTES
w1 CONSTRUCT 8 EXTRA STRENGTH V.C.P. SEWER MAIN
SEE SHEET 4 CD
60' 2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
Uj
Uj 0 30' 30' 4.3 CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2005
12' 18' 18' 12' 8 CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. DWG. NO. 2004
Z W
�
No ; I ID —J
CN
�w : ' ~ 30' STORM DRAIN PER
TRACT 7: 7CITY DWG. NO. 5373
N
N
11
11+91.10
MONTGOMERY AVENUE=
21+82.91 SLEEPY CRE
CL MH NO.9
MONTGOMERY AVENUE
4" SEWER LATERALS TRACT 18939.2
LOT NO.
DESIGN STA.
"AS—BUILT" STA.
BACKWATER
YES
NO
56
12+50
FIX
NOTE
CONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
71.94'
64'
SLEEPY CREEK
SEE SHEET 1
CN
N
4
Gt fr I llt. SCALE
(IN FIIFT )
1 ROCH 2 40 FT.
Q REV. REVISION DESCRIPTION ENGR. DATE CITY DATE SHOULD CONSTRUCTION OF REQUIRED Prepared For: BASIS OF BEARINGS: Prepared By: Q�oFEssiCITY OF FONTANA, CALIFORNIA
D oti
IMPROVEMENTS NOT COMMENCE WITHIN THE BEARINGS SHOWN HEREON ARE BASED ON THE A L LA A D ENGINEERING �) ANO J. q q� SEWER IMPROVEMENT PLAN
TWO YEARS OF THE DATE OF APPROVAL LENNAR CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00 12 C11Civil Engineering -Land Surveying -Land Planning r, Q �� G) DRAWN BY: TRACT NO. U939'1
SHOWN HEREON AND CARRIED FORTH INA 16866 Seville Avenue Co a Z SCALE:
980 MONTECITO DRIVE, SUITE 302 BENCHMARK No. 36052 m HMG AS NOTED
DIAL TW❑ W❑RK I NG DILIGENT MANNER, THE CITY ENGINEER MAY CA 92879 Fontana, California 92335 BAYOU LANE &
BEFORE CORONA, .. ``' "' DESIGNED BY: DATE:
DAYS BD I �RE REQUIRE REVISIONS TO THE PLANS TO (951) 817-3545 2 BRASS CAP LOCATED ON THE TOP OF CURB AT (909) 356-1815 Fax (909) 365-1795 � Exp. 6/30/16
YOU DIG THE EASTERLY END OF THE CURB RETURN AT THE n DBW MONT Y AVENUE March, 2016
BRING THEM INTO CONFORMANCE WITH FAX (951) 817-3650 NE CORNER OF SIERRA AVE. AND MILLER AVE. CC 3__ �'�,F C / V ��'�P CHECKED BY: A RO D Y DRAWING NO.: 5
TOIL FREE 1-8 SERVICE
ALERT
CONDITIONS AND STANDARDS IN EFFECT ELEVATION: 1364.32 Aa mond J. Allard, A.C.E. 36052 Date OF CA1.�E
DATE: �
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT (expires 6/30/2016) RJA CITY EN (NEER R.C.E. 51152 535 a
Filename: I:\Inland Construction — Gabriella\DWG's\FINAL DESIGN\ SEWER\ PHASE 1\SEWER TR18939-1 SHT 05.dwg