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PROP. RIW PROP.
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TRACT RIW TRACT FUT. TRACT R1, W FUT.
BOUNDARY PIL BOUNDARY 34' iR W BOUNDARY R W
CURVE/LINE DATA I VARIES -0 VARIES
LEGEND: 1 30' 1
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SAWCUTIREMOVE EXIST. A.C. PAVEMENT
END PAVEMENT
TRANS177ON
1680.24 EP
PROP. 78" SD
LINE "C -,l"
PER D WG. NO. 3801
GROUND
(7.3%)
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LINE "C-2" r9 0'-v MEET ACCESS
PER OWG. NO. 3803 EXIST.
GROUND
A F 1\1 0- 2 20 -12-171 SECTION "B -B" EXIST. DIRT
04.11 N.T.S. ACCESS 'Ic-c"
SECTION
Fg TA. 48+07-02 LT. N.T.S.
EN D IMP, W VEMEN
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t4_1\ i ,. T, N � \ 'I � W I / "w, "/ / .1 " " _- I /Y- , I-,' - - b, N S) TR U - C -1
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Al i /I
ANF -A JPJ\/] 1221'
R/W PIL R/W PIL CONSTRUCT 4.5" A.C. PAVEMENT OVER 12" MIN. OF 957, COMPACTED NATIVE
GRAPHIC SCALE FA LETTERED. I SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & - TYPICAL SECTION)
40 0 20 40 80 LOT LETTERED LOT 2 CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003
1 1 1 1 1 CONTRACTOR TO MAINTAIN 22 1 1 22 j, 20,
1 -7.5
20' 1- - - - - -1 4 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION)
1" = 40' ACCESS AT ALL TIMES. 0: SSI 12 By P. FOR TRAIL & LANDSCAPE 12' 8' - FOR TRAIL & LANDSCAPE 4A CONSTRUCT DG TRAIL PER LANDSCAPE PLAN
BASIS OF BEARINGS' 50' 0. c INSTALL STREET LIGHT (9500 LUMEN HPSV, 100 WA7- #10; 25FT)
N 6'_ .41 " @
BEARINGS ARE BASED ON THE WESTERLY LINE OF LEGAL DESCRIPTION- OWNERIDEVELOPER SOIL ENGINEER : LOT LOT E PER STD. PLAN NO. 10 16
2.0% 2.0% CONSTRUCT DRIVEWAY PER STD. PLAN NO. 1005A
THE NORTHEAST QUARTER OF SEC11ON 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP rn 2.07, .0- 1 2.0%*_
M
983 SAWCUTIREMOVE EXISTING A.C. PAVEMENT
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. Centex Homes -Do . f'. @
AS SHOWN ON AMENDING MAP OF TRACT NO. 137501 1265 Corona Pointe Court ALBUS-KEEFE and ASSOC, INC. E Vo /1 0- ADJUST VALVE CAN AND LID TO GRADE
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92879 1011 N. ARMANDO STREET DRIVEWAY SECTION DRIVEWAY SECTION 9
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY Ph: (951) 479 -MOO ANAHEIM, CA 92806 cl RB & GUTTER CURB & GUTTER ADJUST STORM DRAIN MANHOLE RIM'TO GRADE
RECORDER OF SAN BERNARDINO COUNTY, BEING Faw (951) 372-2819 Ph: M4) 00-1626 OF C STA. 45+32.94 STA. 47+93.52 INSTALL BARRICADE PER STD. PLAN NO. 118
NORTH 093V2,V WEST. Fax- (714) 630-1916 N.T.S. N.T.S.
BENCH MARK: REV. REVISION DESCRIPflON DATE Enf�. CITY DATE SEAL -ENGINEER "O�� CITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. 0110-6111 ��Z'/rp aqq/ L�iSlo AE11CASC
CALIFORNIA 1992 RANCHO CUCAMONGA NEAR THE V. c E r%sJ C::! I r --J E E R., I r" --J Ci STREET IMPROVEMENT PLANS
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE ADI)rD 6H5�FT 12- 61 '67 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 ------- qc=p 7 DRAWN BY -
SCALE:
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN 937 SOUTH VIA LATA ROADRUNNER ROAD
REV QTY,; - DELETED "NOT FOR CONSTRUCTION 7 C -D SUITE 500 0S ASSHOWN ABOVE
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER w
DIAL 01- NO. C041983 COLTON, CA 92324 DESIGNED BY. FROO ±505' NOIRTFI'017 COYOTE CANYON ROAD DATE:
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH TWO WORKING DELETED & RELOCATED IRRIGATION SLEEVES, MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31/08 PH. (909) 763-0101 FAX (909) 783-0108 11 '
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE os To ±1440' NORT /COYOTE CANYON ROAD SEPT. 2004
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. PREPARED -BY.- JIRI� IN R.C.E. NO. 41983
YOU DIG YOU DIG RELOCATED STREET LIGHT & STORM DRAIN, ADDED 6UMM
CATCHBASIN 02 FOOT SOUTH OF CURB FACE. A STANDARD I I c IV k EXP. Dt(E.- 8 CHECKED BY- ROVE DRAWING NO.:
MWIDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TML FPZE I W%f%f 227-2600 INTERSECTION & REVISED MEDIAN CURB; ADDED ly *_ [if- l'il 1-17- & &�
OF C N SBC Jim,
NAVE) 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE: E-kt' O� ITY rN�ArErL"' _'0'_R.C.E_.5115t DATE: 3800 f2
FENCE GATE. 10' PAVEMENT & DRIVEWAY
'Z\
NOO-00 14 W
907.02
N00700'14 If W
932.07'
PROP. 78" SD
LINE "C -,l"
PER D WG. NO. 3801
GROUND
(7.3%)
e,490k,-EXIST. DIRT
ACCESS
c I � - 1 10 '1 - I U
.f) rz 10 20 i4.
1-: cf) 0111- FUT.
Z
+ ': I I C& (10.9%)
00 0
ct FUT. 1 2.07.
1* __j Q 2. 0 20% 2.07o
CL C&G_ 01
7 i7�i
-ZA
PROP. OPEN CHANNEL 0 1 EXIST. DIRT
LINE "C-2" r9 0'-v MEET ACCESS
PER OWG. NO. 3803 EXIST.
GROUND
A F 1\1 0- 2 20 -12-171 SECTION "B -B" EXIST. DIRT
04.11 N.T.S. ACCESS 'Ic-c"
SECTION
Fg TA. 48+07-02 LT. N.T.S.
EN D IMP, W VEMEN
N
IfRx.Oh�. W
AINA,
EA SEM
I iLRI \. A\
5 7'
t4_1\ i ,. T, N � \ 'I � W I / "w, "/ / .1 " " _- I /Y- , I-,' - - b, N S) TR U - C -1
I -M AN dQ Ol/ "ll .1.111-1-,"
Al i /I
ANF -A JPJ\/] 1221'
R/W PIL R/W PIL CONSTRUCT 4.5" A.C. PAVEMENT OVER 12" MIN. OF 957, COMPACTED NATIVE
GRAPHIC SCALE FA LETTERED. I SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & - TYPICAL SECTION)
40 0 20 40 80 LOT LETTERED LOT 2 CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003
1 1 1 1 1 CONTRACTOR TO MAINTAIN 22 1 1 22 j, 20,
1 -7.5
20' 1- - - - - -1 4 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION)
1" = 40' ACCESS AT ALL TIMES. 0: SSI 12 By P. FOR TRAIL & LANDSCAPE 12' 8' - FOR TRAIL & LANDSCAPE 4A CONSTRUCT DG TRAIL PER LANDSCAPE PLAN
BASIS OF BEARINGS' 50' 0. c INSTALL STREET LIGHT (9500 LUMEN HPSV, 100 WA7- #10; 25FT)
N 6'_ .41 " @
BEARINGS ARE BASED ON THE WESTERLY LINE OF LEGAL DESCRIPTION- OWNERIDEVELOPER SOIL ENGINEER : LOT LOT E PER STD. PLAN NO. 10 16
2.0% 2.0% CONSTRUCT DRIVEWAY PER STD. PLAN NO. 1005A
THE NORTHEAST QUARTER OF SEC11ON 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP rn 2.07, .0- 1 2.0%*_
M
983 SAWCUTIREMOVE EXISTING A.C. PAVEMENT
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. Centex Homes -Do . f'. @
AS SHOWN ON AMENDING MAP OF TRACT NO. 137501 1265 Corona Pointe Court ALBUS-KEEFE and ASSOC, INC. E Vo /1 0- ADJUST VALVE CAN AND LID TO GRADE
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92879 1011 N. ARMANDO STREET DRIVEWAY SECTION DRIVEWAY SECTION 9
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY Ph: (951) 479 -MOO ANAHEIM, CA 92806 cl RB & GUTTER CURB & GUTTER ADJUST STORM DRAIN MANHOLE RIM'TO GRADE
RECORDER OF SAN BERNARDINO COUNTY, BEING Faw (951) 372-2819 Ph: M4) 00-1626 OF C STA. 45+32.94 STA. 47+93.52 INSTALL BARRICADE PER STD. PLAN NO. 118
NORTH 093V2,V WEST. Fax- (714) 630-1916 N.T.S. N.T.S.
BENCH MARK: REV. REVISION DESCRIPflON DATE Enf�. CITY DATE SEAL -ENGINEER "O�� CITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. 0110-6111 ��Z'/rp aqq/ L�iSlo AE11CASC
CALIFORNIA 1992 RANCHO CUCAMONGA NEAR THE V. c E r%sJ C::! I r --J E E R., I r" --J Ci STREET IMPROVEMENT PLANS
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE ADI)rD 6H5�FT 12- 61 '67 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 ------- qc=p 7 DRAWN BY -
SCALE:
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN 937 SOUTH VIA LATA ROADRUNNER ROAD
REV QTY,; - DELETED "NOT FOR CONSTRUCTION 7 C -D SUITE 500 0S ASSHOWN ABOVE
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER w
DIAL 01- NO. C041983 COLTON, CA 92324 DESIGNED BY. FROO ±505' NOIRTFI'017 COYOTE CANYON ROAD DATE:
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH TWO WORKING DELETED & RELOCATED IRRIGATION SLEEVES, MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31/08 PH. (909) 763-0101 FAX (909) 783-0108 11 '
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE os To ±1440' NORT /COYOTE CANYON ROAD SEPT. 2004
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. PREPARED -BY.- JIRI� IN R.C.E. NO. 41983
YOU DIG YOU DIG RELOCATED STREET LIGHT & STORM DRAIN, ADDED 6UMM
CATCHBASIN 02 FOOT SOUTH OF CURB FACE. A STANDARD I I c IV k EXP. Dt(E.- 8 CHECKED BY- ROVE DRAWING NO.:
MWIDSC 3 INCH BRASS DISK STAMPED '33A 1992'. TML FPZE I W%f%f 227-2600 INTERSECTION & REVISED MEDIAN CURB; ADDED ly *_ [if- l'il 1-17- & &�
OF C N SBC Jim,
NAVE) 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE: E-kt' O� ITY rN�ArErL"' _'0'_R.C.E_.5115t DATE: 3800 f2
FENCE GATE. 10' PAVEMENT & DRIVEWAY
'Z\