HomeMy WebLinkAbout5354-2RAMONA
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RAMONA
. ' S` S ORM DRAIN P �' ', _ : _ LL.I
T.Y WG NO. 534
BACKWATER LANE 19+05.52 SIERRA AVENUE=
SIERRA AVENUE
N
a p REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
O SHOULD CONSTRUCTION OF REQUIRED
N IMPROVEMENTS NOT COMMENCE WITHIN
0 o TWO YEARS OF THE DATE OF APPROVAL
t SHOWN HEREON AND CARRIED FORTH IN A
` DIALDILKINT MANNER THE CITY ENGINEER MAY
TWO WORKING
BEFORE «.. DAYS BEFORE REQUIRE REVIISIONS TO THE PLANS TO
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH
TOLL FREE 1-800-227-2600
'—A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS AND STANDARDS IN EFFECT
0
J
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Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00'12"
BENCHMARK
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
10+00.00 SLEEPY CREEK
10+00.00 BACKWATER LANE
CL SMH# 4
Prepared By:
ALLAAD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
����4 3.1 •( -
Raymond J. llard, A.C.E. 36052 Date
(expires 6/30/2016)
CONSTRUCTION NOTES
171 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG, NO. 2001
5 INSTALL 8" WATER TIGHT PLASTIC PLUG
6 REPAIR TRENCH PER CITY STD. 1008
CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DWG. NO. 2005
4
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DETENTION \
—
9� c)
V,43�� m
BASIN
NO. 9939-1
W
No. 36052 �?
HMG
;IAYIN
I I
EXISTING GAS LINE C-).
NOTED
WOMP._
DESIGNED BY:
DBW
.
DATE:
March, 2016
�u
CHECKED BY:
AP ED
-3 �Lo
DR W NG NO.:
Z
DATE: -3
5354
W
CITY NGINEER R.C.E. 51152
Filename:
I:\Inland Construction
— Gobriello\ DWG's\ FINAL DESIGN\ SEWER\ PHASE 1\SEWER
TR18939-1 SHT 02.dwg
. ' S` S ORM DRAIN P �' ', _ : _ LL.I
T.Y WG NO. 534
BACKWATER LANE 19+05.52 SIERRA AVENUE=
SIERRA AVENUE
N
a p REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
O SHOULD CONSTRUCTION OF REQUIRED
N IMPROVEMENTS NOT COMMENCE WITHIN
0 o TWO YEARS OF THE DATE OF APPROVAL
t SHOWN HEREON AND CARRIED FORTH IN A
` DIALDILKINT MANNER THE CITY ENGINEER MAY
TWO WORKING
BEFORE «.. DAYS BEFORE REQUIRE REVIISIONS TO THE PLANS TO
YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH
TOLL FREE 1-800-227-2600
'—A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS AND STANDARDS IN EFFECT
0
J
a
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00'12"
BENCHMARK
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
10+00.00 SLEEPY CREEK
10+00.00 BACKWATER LANE
CL SMH# 4
Prepared By:
ALLAAD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
����4 3.1 •( -
Raymond J. llard, A.C.E. 36052 Date
(expires 6/30/2016)
CONSTRUCTION NOTES
171 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG, NO. 2001
5 INSTALL 8" WATER TIGHT PLASTIC PLUG
6 REPAIR TRENCH PER CITY STD. 1008
CONSTRUCT 6" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD. DWG. NO. 2005
4
cwA%K sckE
T
(w FW)
1 Ml = 40 FT.
CITY OF FON1ANA CAL"MA
QROFESS/�ti
J. -44<
SEWER IMPROVEMENT PLAN
9� c)
DRAWN BY:TRACT
NO. 9939-1
SCALE:
No. 36052 �?
HMG
SIERRA AVENUEAS
NOTED
Exp. 6/30/16
DESIGNED BY:
DBW
MILLER AVENUE TO 700' NORTH
DATE:
March, 2016
C l v � \� ��`P
OF CAS-RJA
CHECKED BY:
AP ED
-3 �Lo
DR W NG NO.:
Z
DATE: -3
5354
CITY NGINEER R.C.E. 51152
Filename:
I:\Inland Construction
— Gobriello\ DWG's\ FINAL DESIGN\ SEWER\ PHASE 1\SEWER
TR18939-1 SHT 02.dwg