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13 J, 12' -4 1 1
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LOT FOR TRAIL LANE
TRAIL &
EASEMENT 2%
2%
2' BBB ----ENC
22 It
10 1
EXISTING
GROUND
2%
78 " RCP
UNE/CMDIVILE DATA
DELTA/BEARING
RADIUS
CURB &
TANGENT
N09-1 1 '13 SSW
GUTTER A.C. PVMT.
63.53'
N/A
09-10'58 is
0
14.42'
7.23
N00-00'1 5 SSW
N/A
612.22'
SEC770V
N90'00'0091E
N/A
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N.TS.
N/A
E
CONSTRUCTION NOTES
ca
28.28'
CONSTRUCT
24" RCP (D -LOAD PER PROFILE).
ca
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CONSTRUCT
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CONSTRUCT
CATCH BASIN PER APWA STD. PLAN 300-2. 8 " WATER
ZIJ CO
(B
CONSTRUCT
MANHOLE PER APWA STD. PLAN 320- 1.
CONSTRUCT
JUNCTION STRUCTURE PER APWA STD. PLAN 332- 1.
Fm,
CONSTRUCT
LOCAL DEPRESSION CASE B PER A.P.W.A.
STD. PLAN 313-1
10 1
EXISTING
GROUND
2%
78 " RCP
UNE/CMDIVILE DATA
jL-1 j- IV u Z� If 0 u / Z:� - 0 1 77 77 RL� r f Z-/ j r I ST STA. 34+86.73 ST STA. 34+81.48
BOT SD 1645.99 ICIL CB $PC-lA*p ICIL CB Isc-mvp
TOP SWR. 1643.58 10+ 73.36 BC MS. 50 1 6 0 1 10, 60 51 5P 6# 1 10, 1 60 50
10+ 72.90 SWR. X-ING
GRAPHIC SCALE BOT SD 1648.34
czli F 2.19 62.92 6
40 0 20 40 80 TOP SWR. 1644.51 62.21 62.27 F- 7 63.18 63.44 62.22 6 3.19
Ev ITC Tc -Tc-\ TC TC Tc TC
L- TC
1 ps 40-t 61.94 62.37 62.14 61.81
17 NA JUNCTION STRUCTURE DATA CURB & 114-, FL FL CURB &T FL FL
BASIS OF BEARINGS. LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER GUTTER \-STRAIGHT GRADEJ 63.03 GUTTER GU \-STRAIGHT GRADP 62.01 GUTTER
THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIMISION OF A M�*�� LATERAL STRUCTURE 7YPE A B c D I D2 L ELEV. S ELEV. R 2.09 62.23 VALLEY LIP 62.87 62.74 VALLEY LIP
LINE OF THE NORTHEAST OUARTER OF SECTION 23, PORTION OF THE SOUTHEAST 1/4 CENTEX HOMES ALBUS-KEEFE AND ASSOC., INC. LINE "C LINE "C- 1 TS 341 -1 38'12'25 78 10. 77' 1 O'Wx8'H 8'Wx8'H - - - 1646.31 1646.83 LIP LIP LIP LIP LIP LIP
TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET ^ Z2 vc.1Br
ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250, OF SECTION 14, TOWNSHIP 1 NORTH, CORONA, CA 92879 ANAHEIM, CA 92806 LINE "C- 1 " LAT "C- 1 B JS 332 - 1 45'00 1 00 24 - - - 78 78 --- 1653.19 - - - ca RCAAff %eim -
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE 01-11MCE RANGE 6 WEST, SAN BERNARDINO PH: (951) 479-9300 PH: M4) WO -1626 LOCAL DEPRESSM DETAL. LOCAL DEPFESSION DETAL.
MERIDIAN, COUNTY OF SAN LINE "C- 1 " LAT "C- 1A" JS 332 - 1 89'59'45 24 78 78 --- 1654.02 --- 11-101 11-101
OF THE COUNTY RECORDER OF SAN BERNARDINO BERNARDINO. FAX- (951) 479-2819 FAX: (714) 630-1M6 SCALE 1 - SCALE 1 -
COUNTY, BEING NORTH 0=247 WEST.
DMKlr%U RAAMV
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHW ST CORN R OF CHERRY AV . AND SUMMIT AV . 101 /VVVVVVVVVVVVVVV%&VV~ /VVVVVVVVVVVVVVVVW~
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIG
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVD 88 - 1508.56 (FEET)
TOLL FREE -qqmmmmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPflON
REVISED LINE 'C' DESIGN
DATE I ENGR. I CITY I DATE
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
CA STANDARDS IN EFFECT.
5/5/06 AMTV df -2.�,-v&
SEAL -ENGINEER
5SI011
ARIC M. TO
No. 66068
Exp. 06-30-08
IV �\-
OF C hN Y��
E rN,..J C: -j- I r -s -J E E P, I r-sJ C:�A- DRAWN BY:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY-
A.T.
PREPAR BY. ARIC M. ON R. C. E. NO. 66068 CHECKED BY;,,
EXP. 08
-1 - DATE.- C.V.A.
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
UNE wC-1w
PLAN MP PROF11 E
FROM STAe'19+157.116 TO 17+00.00
022WA�;-
R.C.E. 51152 DATE:
SCAI F:
AS SHOWN
DATE:
AUC4JST 2005
DRAWING NO.: 6
3803 28
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
N09-1 1 '13 SSW
N/A
63.53'
N/A
09-10'58 is
90.00,
14.42'
7.23
N00-00'1 5 SSW
N/A
612.22'
N/A
N90'00'0091E
N/A
24.00'
N/A
E
N44059'45"E
N/A
28.28'
N/A
jL-1 j- IV u Z� If 0 u / Z:� - 0 1 77 77 RL� r f Z-/ j r I ST STA. 34+86.73 ST STA. 34+81.48
BOT SD 1645.99 ICIL CB $PC-lA*p ICIL CB Isc-mvp
TOP SWR. 1643.58 10+ 73.36 BC MS. 50 1 6 0 1 10, 60 51 5P 6# 1 10, 1 60 50
10+ 72.90 SWR. X-ING
GRAPHIC SCALE BOT SD 1648.34
czli F 2.19 62.92 6
40 0 20 40 80 TOP SWR. 1644.51 62.21 62.27 F- 7 63.18 63.44 62.22 6 3.19
Ev ITC Tc -Tc-\ TC TC Tc TC
L- TC
1 ps 40-t 61.94 62.37 62.14 61.81
17 NA JUNCTION STRUCTURE DATA CURB & 114-, FL FL CURB &T FL FL
BASIS OF BEARINGS. LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER GUTTER \-STRAIGHT GRADEJ 63.03 GUTTER GU \-STRAIGHT GRADP 62.01 GUTTER
THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIMISION OF A M�*�� LATERAL STRUCTURE 7YPE A B c D I D2 L ELEV. S ELEV. R 2.09 62.23 VALLEY LIP 62.87 62.74 VALLEY LIP
LINE OF THE NORTHEAST OUARTER OF SECTION 23, PORTION OF THE SOUTHEAST 1/4 CENTEX HOMES ALBUS-KEEFE AND ASSOC., INC. LINE "C LINE "C- 1 TS 341 -1 38'12'25 78 10. 77' 1 O'Wx8'H 8'Wx8'H - - - 1646.31 1646.83 LIP LIP LIP LIP LIP LIP
TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET ^ Z2 vc.1Br
ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250, OF SECTION 14, TOWNSHIP 1 NORTH, CORONA, CA 92879 ANAHEIM, CA 92806 LINE "C- 1 " LAT "C- 1 B JS 332 - 1 45'00 1 00 24 - - - 78 78 --- 1653.19 - - - ca RCAAff %eim -
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE 01-11MCE RANGE 6 WEST, SAN BERNARDINO PH: (951) 479-9300 PH: M4) WO -1626 LOCAL DEPRESSM DETAL. LOCAL DEPFESSION DETAL.
MERIDIAN, COUNTY OF SAN LINE "C- 1 " LAT "C- 1A" JS 332 - 1 89'59'45 24 78 78 --- 1654.02 --- 11-101 11-101
OF THE COUNTY RECORDER OF SAN BERNARDINO BERNARDINO. FAX- (951) 479-2819 FAX: (714) 630-1M6 SCALE 1 - SCALE 1 -
COUNTY, BEING NORTH 0=247 WEST.
DMKlr%U RAAMV
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHW ST CORN R OF CHERRY AV . AND SUMMIT AV . 101 /VVVVVVVVVVVVVVV%&VV~ /VVVVVVVVVVVVVVVVW~
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DIG
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVD 88 - 1508.56 (FEET)
TOLL FREE -qqmmmmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPflON
REVISED LINE 'C' DESIGN
DATE I ENGR. I CITY I DATE
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
CA STANDARDS IN EFFECT.
5/5/06 AMTV df -2.�,-v&
SEAL -ENGINEER
5SI011
ARIC M. TO
No. 66068
Exp. 06-30-08
IV �\-
OF C hN Y��
E rN,..J C: -j- I r -s -J E E P, I r-sJ C:�A- DRAWN BY:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY-
A.T.
PREPAR BY. ARIC M. ON R. C. E. NO. 66068 CHECKED BY;,,
EXP. 08
-1 - DATE.- C.V.A.
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
UNE wC-1w
PLAN MP PROF11 E
FROM STAe'19+157.116 TO 17+00.00
022WA�;-
R.C.E. 51152 DATE:
SCAI F:
AS SHOWN
DATE:
AUC4JST 2005
DRAWING NO.: 6
3803 28