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• -�27+51.55 CHERRY AVE. SS -1 6 CONSTRUCTION NOTES
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LAlERAO 00 MANZANITA AVE. I F.H.
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SEE PROFILE LAT."A" 4- J EX. TELE A.P.N.0231-131-44 A.P.N.0231-131-56 4 5' I
ON SHT. 9 „ " o 1 8 5/8"WTR
T M A v EX. R/W „ " ,
Ex. R/w �. _ B » SEE PROFILE LAT. B � -
A.P.N.0231-131-53
GRAPHIC SCALE
40 0 20 40
FEET
I"=40'
I
COUNTY OF SAN BERNARDINO
PUBLIC WORKS DEPARTMENT
DATE :
RCE 23115
1+18.84 3 '-H- FD 1 " IRON PIPE, TAGG 10 VCP SEWER ON SHT. 9 I p8 L ;;'"I
. PLUG I I "L.S. 4430", FLUSH 112"" VCP SEWER
y1 A.P.N.0231-131-56
s ELEV:1092.9' I 8 STM.11+ UG8 g '
30' '
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MANZANITA A VE.
NOTE:
a SEE SHEET 8 FOR ALL SEWER CROSSING UTILITIES DETAILS.
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CHERRY A VENUE
Iac
EXISTING UNDERGROUND STRUCTURES: HAWTHORNE AVE.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE
PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OTHER THAN AS SHOWN ON THESE PLANS.
THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND DISCLAIMER:
RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURE, SHOWN OR THIS DESIGN AND MAP ARE THE PROPERTY OF BRENWNGTON GROUP INC. AND MAY NOT BE MODIFIED, ALTERED OR CHANGED NY ANY FASHION
NOT SHOWN ON THESE PLANS. oTMiDHUET �LTINCIP OT OF THIS PLAN AND THE COMPUTERAPPROVAL BY BREWINGTON GROUP INC DISC AND
E MAIL OF THEE POR LAAN PROVIDED. ANY PLAN WAS WA710N OF THISARED TMS PPROVISIONE�DVOID
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
REV. I REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
b 2 170 * 0
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ANY PROFESSIONAL OBLIGATION OR WARRANTY, EITHER EXPRESSED OR IMPLIED BY BREINNGTON GROUP INC. AS TO SUCH CHANGED MATERIAL
BREWING TON GROUP INC CITY OF FO NTANA, CALIFORNIA
411 JENKSCIRCLE,, VE 103 PHONE (9!5'1) 4794148 SEWER IMPROVEMENT PLAN
CORONA, CA 97880 FAX (950 280-9748
REFeG07-OfO DRAWN CHERRY AVE SEWER IMPROVEMENT SCALE:
Noted
red Under The Supervision Of STA. 19+00.00 TO STA. 29+00.00
DESIGNED BY: -7DATE:
RC/NM 11/26/2008
DATE: 11/26/08 CHECKED BY: P OVED DAT"� �� DRAWING NO.: 3
BREWINGTON% R.C.E. 48851 JB/PD CITY ENGINEERc//� R_C E. 51 152 '� 4772 9
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1100 1
10901
-A 10801
I I
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
CALIFORNIA STEEL ST.
i
i
I
I
A.P.N.0231-121-04 I / \ 24+49.57 CHERRY AVE. SS -1 s A.P.N.0231-121-03
C.L. M.H. NO.5
EX. R/W
• -�27+51.55 CHERRY AVE. SS -1 6 CONSTRUCTION NOTES
6
20+21.63 CHERRY AVE. SS -1 I L-10+00.00 ATERAL B HAWTHORNE AVE.
LAlERAO 00 MANZANITA AVE. I F.H.
C.L. M.H. N0.6 1� CONSTRUCT 8' VCP(E.S.). SEWER
C.L. M.H. NO.4 - -
n
,
. _ _ . • - _ _ . .. ... , ::.. , ;.: - .-, CONSTRUCT 1 VC SEWER
0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - EX. WATER- - - - - - - - v - - - - - - - - - - - - - - - - - - - - - - - - - O �,
- - - - - - - - - - - - - - - - - - - - - - - - - - -
O 3 7 3 7 18 17'/8 ? 2 7 PNO*07'24"W
CONSTRUCT 12 VCP(E.S.). SEWER
O 20 " 21 22 I 23 NO.07'24"w 24 ^� 25 26 No•o7'24"w 27 28 + CONSTRUCT 48" I.D. MANHOLE PER CITY STD. 2001
CV QQ72DETAIL ON SHT. 8
g C14 LLJ 7 SAWCUT AND PERFORM TRENCH REPAIR PER CITY OF FONTANA
W � �`�- -. �. w f 3 � w � LLJ O STD. 1008 DETAIL ON SHT. 8
-------------- Vvr �r------------ N --------- -------- - Q ® INSTALL SEWER PLUG
W --------- ---- -- ---- -- ---------------- --- ------ -lR w --------A- - ----- _
=Q -------------- -------------------------- .--8" WATER LINE --- 8 - ---- -------------.n ------------------- U)
V) U O C
it 0 24+54.57 CHERRY AVE. C.L Y z
�yz 1 1 7 � =10+00.00 CALIFORNIA STEEL ST. 1/� z: 1 7 LLJ
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} w 27+56.55 CHERRY AVE. C.L INT. J 4 20+96.63 CHERRY AVE. C.L INT. �_ 11 =10+00.00 HAWTHORNE AVE.
=10+00.00 MANZANITA AVE. N _ _
_------------------------- ------------ ;--- - ---3 ,-------------- -- `�-t ---4" GAS - - ---------------------- _ - ^------------- U
----------------------_ -------------�------ - ----17 /s 'WTR------------ - ------------------ ---------------------a-�----------- - i-
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
dib
--------------------- ---_�----5-----------j------------E----- "} ---- ��-----------------(D----------- N r,
1 7 8 /a "WTR
SEE PROFILE LAT."A" 4- J EX. TELE A.P.N.0231-131-44 A.P.N.0231-131-56 4 5' I
ON SHT. 9 „ " o 1 8 5/8"WTR
T M A v EX. R/W „ " ,
Ex. R/w �. _ B » SEE PROFILE LAT. B � -
A.P.N.0231-131-53
GRAPHIC SCALE
40 0 20 40
FEET
I"=40'
I
COUNTY OF SAN BERNARDINO
PUBLIC WORKS DEPARTMENT
DATE :
RCE 23115
1+18.84 3 '-H- FD 1 " IRON PIPE, TAGG 10 VCP SEWER ON SHT. 9 I p8 L ;;'"I
. PLUG I I "L.S. 4430", FLUSH 112"" VCP SEWER
y1 A.P.N.0231-131-56
s ELEV:1092.9' I 8 STM.11+ UG8 g '
30' '
I (�j �I
MANZANITA A VE.
NOTE:
a SEE SHEET 8 FOR ALL SEWER CROSSING UTILITIES DETAILS.
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CHERRY A VENUE
Iac
EXISTING UNDERGROUND STRUCTURES: HAWTHORNE AVE.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE
PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OTHER THAN AS SHOWN ON THESE PLANS.
THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND DISCLAIMER:
RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURE, SHOWN OR THIS DESIGN AND MAP ARE THE PROPERTY OF BRENWNGTON GROUP INC. AND MAY NOT BE MODIFIED, ALTERED OR CHANGED NY ANY FASHION
NOT SHOWN ON THESE PLANS. oTMiDHUET �LTINCIP OT OF THIS PLAN AND THE COMPUTERAPPROVAL BY BREWINGTON GROUP INC DISC AND
E MAIL OF THEE POR LAAN PROVIDED. ANY PLAN WAS WA710N OF THISARED TMS PPROVISIONE�DVOID
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
REV. I REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
b 2 170 * 0
.,
S
o EExpp.0498/300/10 m'
CIV 1V
pF «►�„�
ANY PROFESSIONAL OBLIGATION OR WARRANTY, EITHER EXPRESSED OR IMPLIED BY BREINNGTON GROUP INC. AS TO SUCH CHANGED MATERIAL
BREWING TON GROUP INC CITY OF FO NTANA, CALIFORNIA
411 JENKSCIRCLE,, VE 103 PHONE (9!5'1) 4794148 SEWER IMPROVEMENT PLAN
CORONA, CA 97880 FAX (950 280-9748
REFeG07-OfO DRAWN CHERRY AVE SEWER IMPROVEMENT SCALE:
Noted
red Under The Supervision Of STA. 19+00.00 TO STA. 29+00.00
DESIGNED BY: -7DATE:
RC/NM 11/26/2008
DATE: 11/26/08 CHECKED BY: P OVED DAT"� �� DRAWING NO.: 3
BREWINGTON% R.C.E. 48851 JB/PD CITY ENGINEERc//� R_C E. 51 152 '� 4772 9
00
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