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V l M � > ■ � w w ■ �r ■ -vT � w w ■ vi wr va ary a M�� U U N z
M -' TRACT 16325 W + -� II ,.� �'� - ` 2.0%
Z C� _ \ .. \ BOUNDARY '.,. ; ^`, 2.090
• M _ 57+62.30 I
J C.L. 28' D WY. \ pp� �\ J� 58+43.99 9 BCR J I
-p Z J J J 98.45 p p,5� EC LOT
h - .q `n CURB & GUTTER
)� r� 1
T POWER POD FS ��0 0� 99.1 o w \ 00.08 58+89.75 .� rl �� 99.97 ';, o
O EXIS CATS FS \ \ ti DRIVEWAY APPROAC
_ < _ BE RELO p 99.71 F TC 1 CROWNLINE
TO G v w FS 35.33 22.57 36.69 MEANDERING
TRA
r 1 rr r� m r Y SCE Bc Fs = - .� 1 00.43 ,
J J A J l J J J K 7A f B 56+88,99 \\ _ FS `E� PROP 36" SD SIDEWALK
M
_ 4.g 5 '� I LINE "D" DRIVEWAY SECTION
-� 4 PROP• R� :' •M - wQ �+-- --� 00.21 G 00.55 `.� 11PER DWG. NO. 3803
L' :_ •-�.�` ' �_ .\ D �� 19 19 TC '`� II To I _ STA. 57+62.30
2 B 44 Op 146.53 : „ ,•. • ,. f \ o �j _ I f - \II STA. 58+15.15
r r EC_AH 9 55+ - 2 \W TE \ Q \ --- - _-- �-- i-= �1 N.T.S.
2 J 54+0460 EC_BK -
P. 12 \ \ 8+00 \ - -w0�5 09 W L
`' 4.86 t, ., , :.r. 19 PROP- 1) \ PROP. C/L '.� _... __
_) 7 _ E 2.00
-�� 54+0 13 •06 •1- - •• � 19 86.43 (PHo \ \ _ �' II FS -
IST. R/W T. EP TC 57+ \\ \ s II
EX -� EXIS A �- \ ; - t :',; L59+96.76 DUNCAN CANYON RD. CIL INT.
r- \
\qTO.25 00.98 •, �- 22L r \ i� \F I FS W f 71.64 COYOTE CANYON RD. CIL
/
7
4 C \\ 5 � t
1 \ I I EXIST. ELECTRIC
_ -" • ; . ,.. TO BE RELOCATED
^ '35.94y H v I BY SCE
C 2.44 03.81
„ _ _ ,; . 58+8)R. 43 BCR ►•� •o TC
6.52) MYON ROAD (g0.23)Y / % ' / / �/ =70.43 \ ,o 9+25.3 d r' '" ;
8 CAN CA ENS /� / /., <� \ N = o
Tc DUN IMPROM 54+00 ,
$E 6 ./ "":jf / 56+94.01 g \\ Zo2 0-0 \ s + �� EXIST. POWER POLE LEGEND'
PHA G• N�, 341 �f- / .�` / \ 2" TO BE RELOCATED
� \ � rn ECR � r�
DViI f- 80.23) ' / / �/ , ! , / �� INT• s \\ "O 6'z�'3z- \ •c� CD � �, BY SCE
53+00 PER r -- rn ( , / , N •gD• C�L C L '� \\ V1;3 -
H
- 'o - `� i p z ! '
NEL •,\ o
d..
.6 ��- (88.72) 1 ,� ,. 95 DUNCAN, A AWFoR �CHAN .o \ o �� o \ \ c� s \• ..
a . +12• R •o - _ CONCRETE PAVERS PER
S TC -- - W EP 58 43 HAKE IST.�R/W ,
11W ANN F -- - -- ' 284 44' PROP• R/ EXIST• NE \ \ =36+48 \ \ EX �� ,� s �� \ f z o o 4 a LANDSCAPE ARCHITECTS PLAN
AW -4 IM 86.52 PROP C&G �� _ '"- SAWCUT U
Tc 60 EC -AH 54+ 76.61 AH _ r r J HANKER CRA L
54+04• EC_BK -54+76.87 BK _ J ��� C _ t
,86 rR �. NOTE: CONCRETE PAVER AREAS TO BE
54+04 BEGIN IMPROVEMENTS RT. r��� '� �r� P 12002085 COYOTE �'i/4�0�i ROI TEMPORARILY PAVED PRIOR TO FINAL
LIGHT j �� J � �E' 7 CONSTRUCTION OF CONCRETE PAVERS.
GRAPHIC SCALE PROP- ST. LI 3416 LT JOIN PHASE 1 IMPROVEMENTS �r�
40 0 20 40 80 PER pWG. NO• PER DWG. NO. 3416 ��-� CONSTRUCTION NOTES
1 „ = 40' 1 CONSTRUCT A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE 1 1 INSTALL STREET NAME SIGN PER STD. DETAIL 139
SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) O
OFESS/O 2O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 12 CONSTRUCT DRIVEWAY PER STD. PLAN NO. 1005A
BASIS OF BEARINGS:� OQ� �'�(
BEARINGS ARE BASED ON THE WESTERLY LINE OF LES- DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER �� \c�0• C(�,y Fti O4 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) 15 SAWCUT/REMOVE EXIST. A.C. PAVEMENT
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP _C �� �� PER STD. PLAN N0. 1015
1 NORTH RANGE 6 WEST SAN BERNARDINO MERIDIAN 1 NORTH RANGE 6 WEST SAN BERNARDINO MERIDIAN COUNTY OF SAN BERNARDINO. 0 N m 5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 17 ADJUST SEWER MANHOLE RIM TO GRADE
Centex Homes O
AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, ALBUS-KEEFE and ASSOC., INC. w 98 m
1265 Corona Pointe Court 1011 N. ARMANDO STREET- EX19 ADJUST VALVE CAN AND LID TO GRADE
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92879 ANAHEIM, CA 92806. * �' O9 INSTALL STREET LIGHT (16000 LUMEN HPSV; 150 WATT; #15; 30FT)
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY Ph- (951) 479-9300 Phi (714) 630-1626 cS' CIV�1. \�- PER STD. PLAN NO. 1016 �2 INSTALL 1-4" AND 1-6" PVC SCH 40 IRRIGATION SLEEVES
RECORDER OF SAN BERNARDINO COUNTY, BEING
NORTH 00'30'24' WEST. Fax (�51) 372-2819 Fax (714) 630-1916 �%OFAOF�;�;�;:.
BENCH MARK: _ REV. REVISION DESCRIPTION DATE EN R. CITY DATE SEAL -ENGINEER CITY OF FONTANACALIFORNIA
,
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A O 3 Pzcco�o v2•� �viNG o��o5�i� QRpFESS/0
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE ��° �s �� q�F E N I N E E R I N � AE11CASC STREET IMPROVEMENT PLANS
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE 0 �CD1�En sffeffT 12 0 •/Ap 4T SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT IV 1� �I -
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 t,=9. Q REV. QTY.; DELETED "NOT FOR CONSTRUCTION'; bV , L COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �' s 2 937 SOUTH VIA LATA DRAWN BY: DUNCAN CANYON ROAD SCALE:
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 ,1, m SUITE 50o OS � AS SHOWN ABOVE
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER No. C041983 COLTON, CA 92324 FRO 526 SOUTi� F COYOTE CANYON ROAD
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING DELETED & RELOCATED IRRIGATION SLEEVES; ' MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31 /08 - DESIGNED BY: DATE:
ON THE NORTHWEST CORNER OFA 10 FOOT WIDE BEFORE DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �c (90) 783 0101 FAX 909 783-0108 pS TO CO CANYON ROAD SEPT. 2004
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG RELOCATED STREET LIGHT &STORM DRAIN; ADDED P EPARE Y: HRIS CUMMINS R. C. E. No. 41983
�'� CNIL\Q' XP 3 31/0 - CHECKED BY: AP OVED : DRAWING NO.: 8
MWDSC 3 INCH BRASS DISK STAMPED 33A 1992. TOL_ FREE 1-800-227-2600 INTERSECTION &REVISED MEDIAN CURB; ADDED 9TF OF CAS-V-/s'G SBC i•M l Z 2
NAVE) 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FENCE GATE 10' PAVEMENT &DRIVEWAY DATE. Y ENGI R R.C.E. 51152 DATE: 3800 12
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
A
N 11 '22'03"W
-
218.31 '
-
B
10'2624"
1100.00'
200.44'
100.50'
C
10°26'24"
1066.00'
194.24'
97.39'
D
10'26'24"
1134.00'
206.63'
103.60'
E
N00755'39 $1W
-
107.33'
OF
N00°55'39"W
-
35.94'
-
G
N00'55'39 "W
-
36.68'
-
H
90'19'19"
35.00'
55.17'
35.20'
I
89'42'18"
35.00'
54.80'
34.82'
J
N 11 '22'03"W
-
218.31 '
-
K
N 11 '22'03"W
-
212.38'
-
V l M � > ■ � w w ■ �r ■ -vT � w w ■ vi wr va ary a M�� U U N z
M -' TRACT 16325 W + -� II ,.� �'� - ` 2.0%
Z C� _ \ .. \ BOUNDARY '.,. ; ^`, 2.090
• M _ 57+62.30 I
J C.L. 28' D WY. \ pp� �\ J� 58+43.99 9 BCR J I
-p Z J J J 98.45 p p,5� EC LOT
h - .q `n CURB & GUTTER
)� r� 1
T POWER POD FS ��0 0� 99.1 o w \ 00.08 58+89.75 .� rl �� 99.97 ';, o
O EXIS CATS FS \ \ ti DRIVEWAY APPROAC
_ < _ BE RELO p 99.71 F TC 1 CROWNLINE
TO G v w FS 35.33 22.57 36.69 MEANDERING
TRA
r 1 rr r� m r Y SCE Bc Fs = - .� 1 00.43 ,
J J A J l J J J K 7A f B 56+88,99 \\ _ FS `E� PROP 36" SD SIDEWALK
M
_ 4.g 5 '� I LINE "D" DRIVEWAY SECTION
-� 4 PROP• R� :' •M - wQ �+-- --� 00.21 G 00.55 `.� 11PER DWG. NO. 3803
L' :_ •-�.�` ' �_ .\ D �� 19 19 TC '`� II To I _ STA. 57+62.30
2 B 44 Op 146.53 : „ ,•. • ,. f \ o �j _ I f - \II STA. 58+15.15
r r EC_AH 9 55+ - 2 \W TE \ Q \ --- - _-- �-- i-= �1 N.T.S.
2 J 54+0460 EC_BK -
P. 12 \ \ 8+00 \ - -w0�5 09 W L
`' 4.86 t, ., , :.r. 19 PROP- 1) \ PROP. C/L '.� _... __
_) 7 _ E 2.00
-�� 54+0 13 •06 •1- - •• � 19 86.43 (PHo \ \ _ �' II FS -
IST. R/W T. EP TC 57+ \\ \ s II
EX -� EXIS A �- \ ; - t :',; L59+96.76 DUNCAN CANYON RD. CIL INT.
r- \
\qTO.25 00.98 •, �- 22L r \ i� \F I FS W f 71.64 COYOTE CANYON RD. CIL
/
7
4 C \\ 5 � t
1 \ I I EXIST. ELECTRIC
_ -" • ; . ,.. TO BE RELOCATED
^ '35.94y H v I BY SCE
C 2.44 03.81
„ _ _ ,; . 58+8)R. 43 BCR ►•� •o TC
6.52) MYON ROAD (g0.23)Y / % ' / / �/ =70.43 \ ,o 9+25.3 d r' '" ;
8 CAN CA ENS /� / /., <� \ N = o
Tc DUN IMPROM 54+00 ,
$E 6 ./ "":jf / 56+94.01 g \\ Zo2 0-0 \ s + �� EXIST. POWER POLE LEGEND'
PHA G• N�, 341 �f- / .�` / \ 2" TO BE RELOCATED
� \ � rn ECR � r�
DViI f- 80.23) ' / / �/ , ! , / �� INT• s \\ "O 6'z�'3z- \ •c� CD � �, BY SCE
53+00 PER r -- rn ( , / , N •gD• C�L C L '� \\ V1;3 -
H
- 'o - `� i p z ! '
NEL •,\ o
d..
.6 ��- (88.72) 1 ,� ,. 95 DUNCAN, A AWFoR �CHAN .o \ o �� o \ \ c� s \• ..
a . +12• R •o - _ CONCRETE PAVERS PER
S TC -- - W EP 58 43 HAKE IST.�R/W ,
11W ANN F -- - -- ' 284 44' PROP• R/ EXIST• NE \ \ =36+48 \ \ EX �� ,� s �� \ f z o o 4 a LANDSCAPE ARCHITECTS PLAN
AW -4 IM 86.52 PROP C&G �� _ '"- SAWCUT U
Tc 60 EC -AH 54+ 76.61 AH _ r r J HANKER CRA L
54+04• EC_BK -54+76.87 BK _ J ��� C _ t
,86 rR �. NOTE: CONCRETE PAVER AREAS TO BE
54+04 BEGIN IMPROVEMENTS RT. r��� '� �r� P 12002085 COYOTE �'i/4�0�i ROI TEMPORARILY PAVED PRIOR TO FINAL
LIGHT j �� J � �E' 7 CONSTRUCTION OF CONCRETE PAVERS.
GRAPHIC SCALE PROP- ST. LI 3416 LT JOIN PHASE 1 IMPROVEMENTS �r�
40 0 20 40 80 PER pWG. NO• PER DWG. NO. 3416 ��-� CONSTRUCTION NOTES
1 „ = 40' 1 CONSTRUCT A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE 1 1 INSTALL STREET NAME SIGN PER STD. DETAIL 139
SUBGRADE PER STD. PLAN NO. 1000 (SEE NOTES 31 & 32; & TYPICAL SECTION) O
OFESS/O 2O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 12 CONSTRUCT DRIVEWAY PER STD. PLAN NO. 1005A
BASIS OF BEARINGS:� OQ� �'�(
BEARINGS ARE BASED ON THE WESTERLY LINE OF LES- DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER �� \c�0• C(�,y Fti O4 CONSTRUCT SIDEWALK (WIDTH AS SHOWN ON TYPICAL SECTION) 15 SAWCUT/REMOVE EXIST. A.C. PAVEMENT
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP _C �� �� PER STD. PLAN N0. 1015
1 NORTH RANGE 6 WEST SAN BERNARDINO MERIDIAN 1 NORTH RANGE 6 WEST SAN BERNARDINO MERIDIAN COUNTY OF SAN BERNARDINO. 0 N m 5 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 17 ADJUST SEWER MANHOLE RIM TO GRADE
Centex Homes O
AS SHOWN ON AMENDING MAP OF TRACT NO. 13750, ALBUS-KEEFE and ASSOC., INC. w 98 m
1265 Corona Pointe Court 1011 N. ARMANDO STREET- EX19 ADJUST VALVE CAN AND LID TO GRADE
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Corona, CA 92879 ANAHEIM, CA 92806. * �' O9 INSTALL STREET LIGHT (16000 LUMEN HPSV; 150 WATT; #15; 30FT)
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY Ph- (951) 479-9300 Phi (714) 630-1626 cS' CIV�1. \�- PER STD. PLAN NO. 1016 �2 INSTALL 1-4" AND 1-6" PVC SCH 40 IRRIGATION SLEEVES
RECORDER OF SAN BERNARDINO COUNTY, BEING
NORTH 00'30'24' WEST. Fax (�51) 372-2819 Fax (714) 630-1916 �%OFAOF�;�;�;:.
BENCH MARK: _ REV. REVISION DESCRIPTION DATE EN R. CITY DATE SEAL -ENGINEER CITY OF FONTANACALIFORNIA
,
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. A O 3 Pzcco�o v2•� �viNG o��o5�i� QRpFESS/0
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE ��° �s �� q�F E N I N E E R I N � AE11CASC STREET IMPROVEMENT PLANS
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE 0 �CD1�En sffeffT 12 0 •/Ap 4T SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT IV 1� �I -
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 t,=9. Q REV. QTY.; DELETED "NOT FOR CONSTRUCTION'; bV , L COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �' s 2 937 SOUTH VIA LATA DRAWN BY: DUNCAN CANYON ROAD SCALE:
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 ,1, m SUITE 50o OS � AS SHOWN ABOVE
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER No. C041983 COLTON, CA 92324 FRO 526 SOUTi� F COYOTE CANYON ROAD
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING DELETED & RELOCATED IRRIGATION SLEEVES; ' MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 3/31 /08 - DESIGNED BY: DATE:
ON THE NORTHWEST CORNER OFA 10 FOOT WIDE BEFORE DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �c (90) 783 0101 FAX 909 783-0108 pS TO CO CANYON ROAD SEPT. 2004
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG RELOCATED STREET LIGHT &STORM DRAIN; ADDED P EPARE Y: HRIS CUMMINS R. C. E. No. 41983
�'� CNIL\Q' XP 3 31/0 - CHECKED BY: AP OVED : DRAWING NO.: 8
MWDSC 3 INCH BRASS DISK STAMPED 33A 1992. TOL_ FREE 1-800-227-2600 INTERSECTION &REVISED MEDIAN CURB; ADDED 9TF OF CAS-V-/s'G SBC i•M l Z 2
NAVE) 88 -1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FENCE GATE 10' PAVEMENT &DRIVEWAY DATE. Y ENGI R R.C.E. 51152 DATE: 3800 12