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000'�i /� /ho J / - cn 52.82 ROAORUNOp R ANE CA
// ��J\ \ 'K� CONSTRUCTION NOTES
i i �� i _ 22+ 5 WILDWO N
/ /i i �j\\ -12+33.6 STA• 9+19�P 12" WAR 47
-ING PROP- 40.44 �� O CONSTRUCT 12" EXTRA STRENGTH VCP SEWER LINE,
` o .4 BOT, W�,_16 25 �� ]J BEDDING PER DETAIL ON SHEET 2.
Op SWR,_1628• ��] �r J
rJ
2O CONSTRUCT 72" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
T PROPOSED 8" DIP SEWER STD. NO. 112 WITH LEDGE PER APWA STD. NO. 330-1
i 10 r w f PER T16325 SEWER PLANS
ET 5.
N C -r I " D PLUG
9+39.65 SHEET 4 -DWG NO. 3742
-f� 7 g EN 30 CONSTRUCT 72" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
/
TEMP STD. NO 112.
00
�R A c) 24%W 4 RE VE - J IS G HO .
SGP Ok5 �6 5 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE,
2 OP• 10 90 �
000, G AT �1 .� P. PR 6�2 622 p
\S•��J �.� B 34 5 ���G �.1 G�1 �
BEDDING PER DETAIL ON SHEET 2.
G N0. 0�. GPS��ROADRUNNER ROAD O6 CONSTRUCT 8" DUCTILE IRON PIPE CLASS 350 SEWER LINE,
8 BEDDING PER DETAIL ON SHEET 2.
SRP THE ACCESS ROAD AND OTHER AFFECTED FACILMES 40 O�PH'20 SCALE 40 80 O7 INSTALL TEMP. 8" END PLUG.
QFZOF ESS/Q WITHIN S.B.C.F.C.D. RIGHT-OF-WAY SHALL BE RESTORED
BASIS OF BEARNQB: l �I O _ OPER s� ENCWfER ��O D• Cv �-� TO THE PRE-E)(=NG CONDITION. 10 INSTALL 24" DIAMETER -3/8" THICK STEEL CASING
BEARI GSA ARE BASED ON THE WESTERLY LINE OF � �j PROTECT IN PLACE ALL EXISTING UNDERGROUND 1" = 40' PER DETAIL "A" ON SHEET 5.
THE NORTHEAST QUA flMR OF SECTION 23, TOWNS' BEW A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14,, TOWNSHIPCO 1'lig �0S.B.C.F.C.D. FACILITIES.
, 12 CONSTRUCT 12" DUCTILE IRON PIPE CLASS 350 SEWER LINE,
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDLAK COUNTY OF SAN (D , Centex Hanes d A3SOC
an, m BEDDING PER DETAIL ON SHEET 2.
AS SHOWN ON AMENDNQ MAP OF TRACT NO.13750, 1265 Carona Pointe Cotrt 1011 N. AJIMANDO, STREET 41983' m
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92679/
66, NCLUSW N THE OFFICE OF THE COUNTY PIv- (951) 479-9300 ANAHENA, CA 92806 #
RECORDER OF SAN BERNARDNO, COUNTY, BEING Fax (951) 372-2819 �)) 6330�� CIVIL
NORTH 00"30'24' WEST. F p�
BENCH MARK REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL-ErvciIVEER
DESCRIBED BY METROPOLITAN WATER DISTRICT S0. A p CITY OF FONTANA CALIFORNIA
CALIFORNIA19®2 RANCHO CIJCAMONQA, NEAR TI -E o QROF ESS/pN9l
TION OF SMW AVE AND CARRY AVE AT THE SHOULD coNSTRUCTION of THE REQUIRED IIAPROV�u TTS NOT ,`<c� �Q�LS • CU'�11, Fy E I\I I I\I R.I I\,I SEWER IMPROVEMENT PLANS
SOUTHWEST CORN® OF Ci�RRY AVE AND SUMMIT AVE 101 o COMuENCE WTTFN TWO YEARS OF Tl -E DATE OF APPROVAL SHOWN �' yJ' 937 SOUTH VIA SUITE 500 LATA DRAWN BY'FEET WEST Os FNOADRIJNVNER ROAD SCALE:
OF THE OF CHERRY AVE APD 37 HEFEON AND CARRIED FORTH N A DLK;B�TT MAMEFI, THE CRY w NO. C041983 COLTON, CA 92324 DESIGNED BY: --"1Q W7 �i YOTECANYON ROAD
AS SHOWN ABOVE
FEET SOUTH OF THE CE OF St IWW AVE SET FLUSH DIAL TWO WORKING 2 REcoR-D b/e.�4�,✓/>c/G ����/// •1• l MAY REQUIRE TO THE PLAPIS �'O BRIIQ THEM INTO EXP. 3/31/08 �� 7�
ON THE NORTHWEST C OflNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE " P 909 793-0101 FAX 909 783-0108 OS TO t 'SOUTH OF,.' Y CANYON ROAD DATE: JULY 2005
CATC#•BASN 0.8 FOOT SOUTH OF CURB FACE A STANDARD YOU DIG D WITH '� STANDARDS N EFFECT.
'� f '
YOU DIG 1 REVISED LOCATION OF STORM DRAIN, DELETED NOT '�,1SI� �� .., , PRS -BARED g.Y: C,RISD. CUMMINS R.C.E N0. 41983
3 NCH BRASS DISK ST •.
CIVIL EXP. DATEl3/ /OB CHECKED BY: PPRO 'BY: 1 DRAWING NO.: 3
MWDSC AM�ED 33A 1992 TOLL FREE 1-800-227-2600 FOR CONSTRUCTION , ADDED STUBS AND PROFILE, lF OF CA��F' 6;` sec ./,y� '
�� 88 _ . � A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i DATE. J. '�S ' TY E N GI ER.C.E.ATE 3801 8
REVISED ALIGNMENT REVISED & ADDED MANHOLE. R R . E 51152
DELTA/BlE NQ
RADW
LIEWDIST.
TANGENT
A
03'38'17"
887.00'
56.32'
28.17
14'39'13"
887.00'
226.85'
114.05'
ffi
00'57'53"
380.00'
14.20'
1 3.20'
000'�i /� /ho J / - cn 52.82 ROAORUNOp R ANE CA
// ��J\ \ 'K� CONSTRUCTION NOTES
i i �� i _ 22+ 5 WILDWO N
/ /i i �j\\ -12+33.6 STA• 9+19�P 12" WAR 47
-ING PROP- 40.44 �� O CONSTRUCT 12" EXTRA STRENGTH VCP SEWER LINE,
` o .4 BOT, W�,_16 25 �� ]J BEDDING PER DETAIL ON SHEET 2.
Op SWR,_1628• ��] �r J
rJ
2O CONSTRUCT 72" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
T PROPOSED 8" DIP SEWER STD. NO. 112 WITH LEDGE PER APWA STD. NO. 330-1
i 10 r w f PER T16325 SEWER PLANS
ET 5.
N C -r I " D PLUG
9+39.65 SHEET 4 -DWG NO. 3742
-f� 7 g EN 30 CONSTRUCT 72" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
/
TEMP STD. NO 112.
00
�R A c) 24%W 4 RE VE - J IS G HO .
SGP Ok5 �6 5 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE,
2 OP• 10 90 �
000, G AT �1 .� P. PR 6�2 622 p
\S•��J �.� B 34 5 ���G �.1 G�1 �
BEDDING PER DETAIL ON SHEET 2.
G N0. 0�. GPS��ROADRUNNER ROAD O6 CONSTRUCT 8" DUCTILE IRON PIPE CLASS 350 SEWER LINE,
8 BEDDING PER DETAIL ON SHEET 2.
SRP THE ACCESS ROAD AND OTHER AFFECTED FACILMES 40 O�PH'20 SCALE 40 80 O7 INSTALL TEMP. 8" END PLUG.
QFZOF ESS/Q WITHIN S.B.C.F.C.D. RIGHT-OF-WAY SHALL BE RESTORED
BASIS OF BEARNQB: l �I O _ OPER s� ENCWfER ��O D• Cv �-� TO THE PRE-E)(=NG CONDITION. 10 INSTALL 24" DIAMETER -3/8" THICK STEEL CASING
BEARI GSA ARE BASED ON THE WESTERLY LINE OF � �j PROTECT IN PLACE ALL EXISTING UNDERGROUND 1" = 40' PER DETAIL "A" ON SHEET 5.
THE NORTHEAST QUA flMR OF SECTION 23, TOWNS' BEW A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14,, TOWNSHIPCO 1'lig �0S.B.C.F.C.D. FACILITIES.
, 12 CONSTRUCT 12" DUCTILE IRON PIPE CLASS 350 SEWER LINE,
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDLAK COUNTY OF SAN (D , Centex Hanes d A3SOC
an, m BEDDING PER DETAIL ON SHEET 2.
AS SHOWN ON AMENDNQ MAP OF TRACT NO.13750, 1265 Carona Pointe Cotrt 1011 N. AJIMANDO, STREET 41983' m
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92679/
66, NCLUSW N THE OFFICE OF THE COUNTY PIv- (951) 479-9300 ANAHENA, CA 92806 #
RECORDER OF SAN BERNARDNO, COUNTY, BEING Fax (951) 372-2819 �)) 6330�� CIVIL
NORTH 00"30'24' WEST. F p�
BENCH MARK REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL-ErvciIVEER
DESCRIBED BY METROPOLITAN WATER DISTRICT S0. A p CITY OF FONTANA CALIFORNIA
CALIFORNIA19®2 RANCHO CIJCAMONQA, NEAR TI -E o QROF ESS/pN9l
TION OF SMW AVE AND CARRY AVE AT THE SHOULD coNSTRUCTION of THE REQUIRED IIAPROV�u TTS NOT ,`<c� �Q�LS • CU'�11, Fy E I\I I I\I R.I I\,I SEWER IMPROVEMENT PLANS
SOUTHWEST CORN® OF Ci�RRY AVE AND SUMMIT AVE 101 o COMuENCE WTTFN TWO YEARS OF Tl -E DATE OF APPROVAL SHOWN �' yJ' 937 SOUTH VIA SUITE 500 LATA DRAWN BY'FEET WEST Os FNOADRIJNVNER ROAD SCALE:
OF THE OF CHERRY AVE APD 37 HEFEON AND CARRIED FORTH N A DLK;B�TT MAMEFI, THE CRY w NO. C041983 COLTON, CA 92324 DESIGNED BY: --"1Q W7 �i YOTECANYON ROAD
AS SHOWN ABOVE
FEET SOUTH OF THE CE OF St IWW AVE SET FLUSH DIAL TWO WORKING 2 REcoR-D b/e.�4�,✓/>c/G ����/// •1• l MAY REQUIRE TO THE PLAPIS �'O BRIIQ THEM INTO EXP. 3/31/08 �� 7�
ON THE NORTHWEST C OflNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE " P 909 793-0101 FAX 909 783-0108 OS TO t 'SOUTH OF,.' Y CANYON ROAD DATE: JULY 2005
CATC#•BASN 0.8 FOOT SOUTH OF CURB FACE A STANDARD YOU DIG D WITH '� STANDARDS N EFFECT.
'� f '
YOU DIG 1 REVISED LOCATION OF STORM DRAIN, DELETED NOT '�,1SI� �� .., , PRS -BARED g.Y: C,RISD. CUMMINS R.C.E N0. 41983
3 NCH BRASS DISK ST •.
CIVIL EXP. DATEl3/ /OB CHECKED BY: PPRO 'BY: 1 DRAWING NO.: 3
MWDSC AM�ED 33A 1992 TOLL FREE 1-800-227-2600 FOR CONSTRUCTION , ADDED STUBS AND PROFILE, lF OF CA��F' 6;` sec ./,y� '
�� 88 _ . � A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i DATE. J. '�S ' TY E N GI ER.C.E.ATE 3801 8
REVISED ALIGNMENT REVISED & ADDED MANHOLE. R R . E 51152