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Underaround Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
o� Y CODE REQUIRES A DIG ALERT IDENTIFICATION
Q_ NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600 ® RECORD DRAWING
TWO WORKING DAYS BEFORE YOU DIG
REV. REVISION DESCRIPTION
LOCUST
N
o f I
tO w
+ Q
04:2
23
24
AVENUE
- - c- -
23 24
NOTE: SEWER LATERALS TO
TERMINATE 1' BEHIND
BACK OF CURB FOR
THESE 9 LOTS.
W
1-09
RM c -
O
z
z
z
V)
Z
�
0
o
O
LL-
'o
243-191-01 10
N
U
STA.
ON
STA.
19+36
Z
STA.
19+96
W
19+96
- - c- -
23 24
NOTE: SEWER LATERALS TO
TERMINATE 1' BEHIND
BACK OF CURB FOR
THESE 9 LOTS.
25
26
27
SCALE: 1 "=40' i . -rr-
CONSTRUCT 10" EXTRA STRENGTH VCP SEWER
2�-- CONSTRUCT 4" EXTRA STRENGTH SEWER LATERAL PER CITY OF FONTANA
o w STD. 125 WITH PLUG (MODIFIED WITHOUT CLEANOUT WYE, RISER AND BOX)
Lo0 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA
+ z 243-291-38 STD. 112
04:2 R/W CONSTRUCT 8" EXTRA STRENGTH VCP SEWER WITH
_ — C->' — — PLUG.
CONSTRUCT CONNECTION TO EXISTING MANHOLE PER DETAIL "A"
_ of � �T_r
4 g� CONSTRUCT PIPE SUPPORT PER DETAIL ON SHEET 2.
25 26 04
-G- 9
DESIGN STA.
1-09
RM c -
O
z
z
STA.
a
Z
o
z
WO
m
STA.
U Z
N
N
U
25
26
27
SCALE: 1 "=40' i . -rr-
CONSTRUCT 10" EXTRA STRENGTH VCP SEWER
2�-- CONSTRUCT 4" EXTRA STRENGTH SEWER LATERAL PER CITY OF FONTANA
o w STD. 125 WITH PLUG (MODIFIED WITHOUT CLEANOUT WYE, RISER AND BOX)
Lo0 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA
+ z 243-291-38 STD. 112
04:2 R/W CONSTRUCT 8" EXTRA STRENGTH VCP SEWER WITH
_ — C->' — — PLUG.
CONSTRUCT CONNECTION TO EXISTING MANHOLE PER DETAIL "A"
_ of � �T_r
4 g� CONSTRUCT PIPE SUPPORT PER DETAIL ON SHEET 2.
25 26 04
-G- 9
DESIGN STA.
AS—BUILT STA.
RM c -
STA.
-
STA.
W
O
243-252-15
�a
z
NO LAT. CONST.
0243-191-38
STA.
24+63
N
W
K-0
243-252—Q1
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THESE DOCUMENTS AS
A RESULT THEREOF.
2 A 3_
A SEWER LATERALS
APN°
DESIGN STA.
AS—BUILT STA.
0243-191-04
STA.
19+65
STA.
19+63
0243-191-02
STA.
21+44
NO LAT. CONST.
0243-191-38
STA.
24+63
STA.
24+65
0243-171-02
STA.
19+38
STA.
19+36
0243-171-03
STA.
19+96
STA.
19+96
0243-171-04
STA.
20+63
STA.
20+64
0243-171-05
STA.
21+32
STA.
21+32
0243-171-06
STA.
22+03
STA.
22+02
0243-171-07
STA.
22+66
STA.
22+65
0243-171-08
STA.
23+37
STA.
23+39
0243-171-09
STA.
24+08
STA.
24+07
0243-252-15
STA.
25+17
STA.
25+15
PROFILE
SCALE
• • •
��
BENCHMARK: STAMPED "S.B. CO.
SURVEYOR, 7-9, 1970"
ELEVATION = 1307.15
BRASS CAP AT NORTHWEST CORNER
E.C.R. OF NORTHEAST CORNER OF
FOOTHILL BLVD AND LOCUST AVE
oEXISTING
z , f 8" SEWER
r EXISTING MANHOLE
/ -,,�\PROTECT IN PLACE
10" VCP
DETAIL "A" n
7
SCALE: 1 "=4'
NOTES:
1. CONTRACTOR SHALL VERIFY EXISTING 8" SEWER
INVERT ELEVATION PRIOR TO BEGINNING OF
CONNECTION CONSTRUCTION.
2. CORE DRILL THROUGH MANHOLE BASE AS
REQUIRED.
3. PRIOR TO CORE DRILLING, CONTRACTOR SHALL
TAKE ALL NECESSARY PRECAUTIONS TO PREVENT
CORE DRILLING INTO MANHOLE AT INCORRECT
ELEVATION AND SHALL PREVENT CORING SPOILS
AND/OR TOOLS FROM ENTERING SEWER SYSTEM. ALL
ERRORS SHALL BE CORRECTED AS DIRECTED BY THE
CITY.
4. CHANNEL SHALL BE CONSTRUCTED AS SHOWN ON
STANDARD DETAIL 112. THERE SHALL BE 0.20'
ELEVATION DIFFERENCE ON THE CHANNEL THROUGH
THE MANHOLE.
5. AFTER CORING OPERATION, CONTRACTOR SHALL
REPAIR CHANNEL AND SHELF WITH APPROVED EPDXY
GROUT.
CITY OF FONTANA, CALIFORNIA
LOCUST AVENUE
3Y` SCAM -
LOCUST AVENUE SEWER IMPROVEMENTS`
RCH FOOTHILL BLVD. TO LAUREL DR. A8 SHOWN
BY: DATE
co _- --_ STA. 19+00.00 TO 25+74.46 APR, 2001
1 BY: APPROVED BY: DATE: DRAWING NO.: 4
CB � 2938
CITY ENGINEER R.C.E. No. 51152 4
JN 12427 City of Fontana
- Final: 06/14/01
File: E:\dwg\12427\12427s4.dwg 04/11/01
ESS/
�.FRf l
-,X,NTE
" No. 16434 �
cl-*Exp. 6/30/05*
CL
N�
gTFO IV
2 51 KING, INC.
TION CENTER WAY
100IO, CA 91764
(909) 937-0200
S `c,z �
CARL J. AN, R.C.E. No. 16434
EXPIRES 6-30-05
PLAN AND PROFILE OF SEWER IMPROVEMENTS
FOR
LOCUST AVENUE
STA. 19+00.00 TO STA. 25+74.46
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
CONDITIONS AND STANDARDS IN EFFECT.
5/02
S.N.
-
DATE
ENGR.
CITY
DATE
PROFILE
SCALE
• • •
��
BENCHMARK: STAMPED "S.B. CO.
SURVEYOR, 7-9, 1970"
ELEVATION = 1307.15
BRASS CAP AT NORTHWEST CORNER
E.C.R. OF NORTHEAST CORNER OF
FOOTHILL BLVD AND LOCUST AVE
oEXISTING
z , f 8" SEWER
r EXISTING MANHOLE
/ -,,�\PROTECT IN PLACE
10" VCP
DETAIL "A" n
7
SCALE: 1 "=4'
NOTES:
1. CONTRACTOR SHALL VERIFY EXISTING 8" SEWER
INVERT ELEVATION PRIOR TO BEGINNING OF
CONNECTION CONSTRUCTION.
2. CORE DRILL THROUGH MANHOLE BASE AS
REQUIRED.
3. PRIOR TO CORE DRILLING, CONTRACTOR SHALL
TAKE ALL NECESSARY PRECAUTIONS TO PREVENT
CORE DRILLING INTO MANHOLE AT INCORRECT
ELEVATION AND SHALL PREVENT CORING SPOILS
AND/OR TOOLS FROM ENTERING SEWER SYSTEM. ALL
ERRORS SHALL BE CORRECTED AS DIRECTED BY THE
CITY.
4. CHANNEL SHALL BE CONSTRUCTED AS SHOWN ON
STANDARD DETAIL 112. THERE SHALL BE 0.20'
ELEVATION DIFFERENCE ON THE CHANNEL THROUGH
THE MANHOLE.
5. AFTER CORING OPERATION, CONTRACTOR SHALL
REPAIR CHANNEL AND SHELF WITH APPROVED EPDXY
GROUT.
CITY OF FONTANA, CALIFORNIA
LOCUST AVENUE
3Y` SCAM -
LOCUST AVENUE SEWER IMPROVEMENTS`
RCH FOOTHILL BLVD. TO LAUREL DR. A8 SHOWN
BY: DATE
co _- --_ STA. 19+00.00 TO 25+74.46 APR, 2001
1 BY: APPROVED BY: DATE: DRAWING NO.: 4
CB � 2938
CITY ENGINEER R.C.E. No. 51152 4
JN 12427 City of Fontana
- Final: 06/14/01
File: E:\dwg\12427\12427s4.dwg 04/11/01