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TRACT 16290-1
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N00.00'39"W 27+00 28+00 NO0'00'17"E 29+00 30+00
26+00 — — — — 127+002B+001 PROP. 1O'Wx8'H RCB
— ------ 29±00 -------- 30+00 ----�
W ---------- ------------ PROP. C L --
— — — — — — — — — — — — — — — — — — — — — — -
z— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
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aEEwoM LAW
(FururE sTREEn
14
PROP. R/W -
STA. 34+04.34
X-ING PROP. 42" SD
12 BOT. SD=1649.26
TOP SWR.=1643.26
a3NC//LLM.H. NO. 6
3+92.91
=33+80.71 ST. STA.
y � 1
31+00 32+00 N00.00'17"E 33+00
N 31+00— — — — 1 — — — — — 32+00— — — — TRACT BOUNDARY 33+oo —
-------------- PROP. 12" WATER
�------- _ \� _-
/�n��_ a l la
\27+00.70 ROADRUNNER ROAD CIL INT.
=10+00.00 DEERWOOD LANE CIL
ROADRUNNER ROAD
BASIS OF BEARN(3M LEGAL DESCRIPTIOPk OWNER/DEVELOPER
BEARINGS ARE BASED ON THE WESTIff LY LINE OF
TI -E ST OUARTER OF SECTION 23, TOWNSHIP BEM A SUBDNISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP
1 NORTH, RANGE 6 WEST, SAN BERNARDNO MEFE AN, 1 NORTH, RANGE 6 WEST, SAN BERNARDNO MERIDIAN, COUNTY OF SAN BERNARDNO. Centex Homes
AS SHOWN ON AMENDING MAP OF TRACT NO.13750, 1265 Corona Pointe Cart
FLED N BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92879
66, NCLUIM N THE OFFICE OF THE COUNTY PHS (951) 479-9300
RECORDER OF SAN BERNARDNO COUNTY, BE NG Far. (951) 372-2819
NORTH 0Or30'24' WEST.
BENCH MARK: REV. REVISION DESCRIPTION
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A O
CALIFORNIA 1992 RANCHO CUCAMONCiA,NEAR THE
INTERSECTION OF SUM W AVE APD COY AVE AT THE [( F=7)
SOUTHWEST COPJ4M OF CHERRY AVE AND StA1 W AVE 101 0
FEET WEST OF THE cBaffLm OF CHERRY AVE APD 37
FEET SOUTH OF THE E OF UAA u I AVE SET FLUSH DIAL TWD WORKING z lz�colz �' (jam w�,yG
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE
CATCH BASIN 0.8 FOOT SOUTH OF CURB FACS. A STANDARD YOU DIG YOU DIG 1Q REVISED LOCATION OF STORM DRAIN, DELETED "NOT
MWDSC 3 INCH BRASS DESK STAMPED '33A 1992'. TOL. FREE 1-800-227-2600 FOR CONSTRUCTION'" ADDED STUBS AND PROFILE,
NAVD 88 - 1508.56 (FEE I A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISED ALIGNMENT REVISED & ADDED MANHOLE.
SOL ENGIN
and ASSOC, INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
Ph: (714) 630-1626
Fax (714) 630-19'16
DATE I ENGR. I CITY I DATE 1
Q�F ESS/ON
Urn
No 983 ' m
P. 03/
CIVIL
OF CAL�F�
SHOULD CONSTRUCTION OF THE REOUI3ED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
H EF EON AND CAS FORTIS N A DLIGEN'T MAM6i, THE CITY ENGI�ER
MAY REOUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS N EFFECT.
a
SEAL -ENGINEER
o Q�OF ESS/pN9
D. C pyo l Fti
W
NO. C041983
EXP. 3/31/08
J� FCNIL
qT OF
TRACT 16290
STA. 34+38.17
VX-ING PROP. 12" WATER
LOT BOT. WTR.=1.657.12
TOP SWR. =1644.35
60
STA. 34+43.33
X-ING PROP. 78" SO
BOT. SD=1648.34
TOP SWR. =1644.51
f PROP. R/W
-,- PROP. C&G
CONSTRUCTION NOTES
8" WATER O CONSTRUCT 12" EXTRA STRENGTH VCP SEWER UNE,
35+00 PROP. CIL BEDDING BEDDING PER DETAIL ON SHEET 2.
-N00'00'14"WPROP. 78 -SD O CONSTRUCT 72" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
PER DETAIL 1ONWITH
SHEET' SAFETY
EDGE PER APWA STD. NO. 330-1
FUTURE C&G
__,�_EXISTING R/W O3 CONSTRUCT 72" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO.112.
FUTURE R/W O CONSTRUCT 8" EXTRA STRENGTH VCP SEWER UNE,
STA. 34+82.38 BEDDING PER DETAIL ON SHEET 2.
TEMP. 8" ENDPLUG 7 APN Q INSTALL TEMP. 8" END PLUG.
0225—'072 3c 1
CIL M.H. NO. 14
34+72.38 3
=34+56.48 ST. STA.
AEI-4�CASC
ENGINEERING
937 SOUTH VIA LATA DRAWN BY:
SUITE 500 OS
COLTON, CA 92324 DESIGNED BY:
PH. 90 0101 FAX 909 783-0108 OS
"BY. HR D. CUM kS R. C. E. NO. 41983
31 8 - CHECKED BY:
DATE: 8 '%S�' �r/ SBC J-41.
GRAPHIC SCALE
40 0 20 40 80
1" = 40'
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
�Fl�'ROADRUNNER ROAD
80lJTH OF COYOJE CANTON ROAD
/r-�dOOY07E'C ROAD
D By: I
�•�
NGINEE R.C.E. 51152 DATE:
SCALE:
AS SHOWN ABOVE
DATE:
JULY, 2005
DRAWING NO.: 4
3801 8
PROP. R/W
STA. 33+77.91
X-ING PROP. 12" WATER
BOT. WTR.=1656.94
1 2
3
4
J
Fj TOP SWR. =1642.86
7
33+94.85 ROADRUNNER ROAD CIL INT.
=33+85.47 COYOTE CANYON ROAD CIL
\27+00.70 ROADRUNNER ROAD CIL INT.
=10+00.00 DEERWOOD LANE CIL
ROADRUNNER ROAD
BASIS OF BEARN(3M LEGAL DESCRIPTIOPk OWNER/DEVELOPER
BEARINGS ARE BASED ON THE WESTIff LY LINE OF
TI -E ST OUARTER OF SECTION 23, TOWNSHIP BEM A SUBDNISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP
1 NORTH, RANGE 6 WEST, SAN BERNARDNO MEFE AN, 1 NORTH, RANGE 6 WEST, SAN BERNARDNO MERIDIAN, COUNTY OF SAN BERNARDNO. Centex Homes
AS SHOWN ON AMENDING MAP OF TRACT NO.13750, 1265 Corona Pointe Cart
FLED N BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92879
66, NCLUIM N THE OFFICE OF THE COUNTY PHS (951) 479-9300
RECORDER OF SAN BERNARDNO COUNTY, BE NG Far. (951) 372-2819
NORTH 0Or30'24' WEST.
BENCH MARK: REV. REVISION DESCRIPTION
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A O
CALIFORNIA 1992 RANCHO CUCAMONCiA,NEAR THE
INTERSECTION OF SUM W AVE APD COY AVE AT THE [( F=7)
SOUTHWEST COPJ4M OF CHERRY AVE AND StA1 W AVE 101 0
FEET WEST OF THE cBaffLm OF CHERRY AVE APD 37
FEET SOUTH OF THE E OF UAA u I AVE SET FLUSH DIAL TWD WORKING z lz�colz �' (jam w�,yG
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE
CATCH BASIN 0.8 FOOT SOUTH OF CURB FACS. A STANDARD YOU DIG YOU DIG 1Q REVISED LOCATION OF STORM DRAIN, DELETED "NOT
MWDSC 3 INCH BRASS DESK STAMPED '33A 1992'. TOL. FREE 1-800-227-2600 FOR CONSTRUCTION'" ADDED STUBS AND PROFILE,
NAVD 88 - 1508.56 (FEE I A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISED ALIGNMENT REVISED & ADDED MANHOLE.
SOL ENGIN
and ASSOC, INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
Ph: (714) 630-1626
Fax (714) 630-19'16
DATE I ENGR. I CITY I DATE 1
Q�F ESS/ON
Urn
No 983 ' m
P. 03/
CIVIL
OF CAL�F�
SHOULD CONSTRUCTION OF THE REOUI3ED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
H EF EON AND CAS FORTIS N A DLIGEN'T MAM6i, THE CITY ENGI�ER
MAY REOUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS N EFFECT.
a
SEAL -ENGINEER
o Q�OF ESS/pN9
D. C pyo l Fti
W
NO. C041983
EXP. 3/31/08
J� FCNIL
qT OF
TRACT 16290
STA. 34+38.17
VX-ING PROP. 12" WATER
LOT BOT. WTR.=1.657.12
TOP SWR. =1644.35
60
STA. 34+43.33
X-ING PROP. 78" SO
BOT. SD=1648.34
TOP SWR. =1644.51
f PROP. R/W
-,- PROP. C&G
CONSTRUCTION NOTES
8" WATER O CONSTRUCT 12" EXTRA STRENGTH VCP SEWER UNE,
35+00 PROP. CIL BEDDING BEDDING PER DETAIL ON SHEET 2.
-N00'00'14"WPROP. 78 -SD O CONSTRUCT 72" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA
PER DETAIL 1ONWITH
SHEET' SAFETY
EDGE PER APWA STD. NO. 330-1
FUTURE C&G
__,�_EXISTING R/W O3 CONSTRUCT 72" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO.112.
FUTURE R/W O CONSTRUCT 8" EXTRA STRENGTH VCP SEWER UNE,
STA. 34+82.38 BEDDING PER DETAIL ON SHEET 2.
TEMP. 8" ENDPLUG 7 APN Q INSTALL TEMP. 8" END PLUG.
0225—'072 3c 1
CIL M.H. NO. 14
34+72.38 3
=34+56.48 ST. STA.
AEI-4�CASC
ENGINEERING
937 SOUTH VIA LATA DRAWN BY:
SUITE 500 OS
COLTON, CA 92324 DESIGNED BY:
PH. 90 0101 FAX 909 783-0108 OS
"BY. HR D. CUM kS R. C. E. NO. 41983
31 8 - CHECKED BY:
DATE: 8 '%S�' �r/ SBC J-41.
GRAPHIC SCALE
40 0 20 40 80
1" = 40'
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
�Fl�'ROADRUNNER ROAD
80lJTH OF COYOJE CANTON ROAD
/r-�dOOY07E'C ROAD
D By: I
�•�
NGINEE R.C.E. 51152 DATE:
SCALE:
AS SHOWN ABOVE
DATE:
JULY, 2005
DRAWING NO.: 4
3801 8
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