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BASELINE AVENUE
PROPOSED STREET IMPROVEMENTS PER
BASELINE AVENUE IMPROVEMENT PLANS
CITY DRAWING NO. 3063
II I I I
150+17.50 BASELINE AVENUE
10+00.00 MIRIAM WAY r
CL INTERSECTION
PROPOSED MEDIAN PER ` I
CITY DRAWING N0. X063
I
EXISTING DBL 10'x8' RCB
PER CITY DRAWING NO. 3050
J�
�i RECORD DOCUMENT
These Record Documents have been prepared based
on information provided by others• The Design
Professional has not verified the accuracy and/or
completeness of ft infonntion ar±d shall not be
responsible for Lay cam or omissions which may
be * , herein a as malt.
-' 08
DATE
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10 DIAL_
TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
VENWTV
SEE SHEET 2
REV. I REVISION DESCRIPTION
i
TRACT 16258 '
25' , 50 25' CT 1 6 1 u2 TRACT 16258-1 27' S4 27'
G ET LANE 6 18 18 6' z z ¢ 6' 20' 20' 6'
5 5 0
e
EE CITY DWG. X272 P.U.E. I � P.U.E. � >- Q � _`�' I 5
w
rn'
SHEET ®. I N N o � 5 i i �'P.U.E•
54 5/ - I I O M o z —"I
' o f ( d. v^ Co PO o P.U.E. I o I i PROPOSED R/W
_ _ Z'
27 27 / z o z �' '� n PROPOSED R�W39
PROPOSED 54" STORM DRAIN 6' 20' 20' 6' PROPOSED 8” SEWER w z + + t
F- ' PROPOSED 8" WATER 5 '
PER CITY DWG N0. 3277 + BY OTHERS +
PROPOSED 42" STORM DRAIN
--- + PER CITY DWG NO.3277
' �\ i
5 cv o in
\\ PROPOSED P U E
— — _ -- — — 7 N89'58 21 "W o
� .o 11 +38.06 MIRIAM WAY= 10+pp•00 GRETA LANE_ \ 86.43' N 5VW
i N89'S8 21 "W
2 GABRIEL DRIVE \ - ��, 4 133.37 / 100
40
4 z i 11+31.43 GRETA LANE 1 p+02.00io
64 Op F�Sq
�I
j TRACT 50UNDARYUj
11+31.43 GRETA LANE= �' �� .) a z � �0X'`6'�
12+06.67 MIRIAM WAY 3 �,���� 1 5' > 5 1
"' PROPOSED 42" STORM DRAIN °° �' P.UE I ! II P.U.E. 3 2, 'y,�r&
PER CITY DWG NO. 3277 xo° °�° PROPOSED 42" STORM DRAIN 6'120 20' 6'
x° PER CITY DWG NO. 3277 OGT
_}. > PROPOSED R/W '` ,�° 27 27 3 (TYP PROPOSED R/W 2
PROPOSED R/W ti ,. 54 11 +31.43 GRETA LANE=
43
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DATE I ENGR.I CITY I DATE
92M.,1►� gip, 1L zffE ,
SEMR LATERALS TRACT 16 -1
a
LOT NO.
DESIGN STA.
"AS -BUILT" STA. BACKWATER
YES NO
41
12+57
12 } Si
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VERT: 1"= 4'
10+
11+
1+00 13+00
GMPHIC SCALE
40
0 20 40 80
160
GABRIEL DIVEPL
SEE
CITY D WG. N0, 3 2 72
ELSA COURT
( IN FEET )
SHEET NO. 3
SEESHEET NO, 5
1 inch = 40 ft.
TRACT 16258 '
25' , 50 25' CT 1 6 1 u2 TRACT 16258-1 27' S4 27'
G ET LANE 6 18 18 6' z z ¢ 6' 20' 20' 6'
5 5 0
e
EE CITY DWG. X272 P.U.E. I � P.U.E. � >- Q � _`�' I 5
w
rn'
SHEET ®. I N N o � 5 i i �'P.U.E•
54 5/ - I I O M o z —"I
' o f ( d. v^ Co PO o P.U.E. I o I i PROPOSED R/W
_ _ Z'
27 27 / z o z �' '� n PROPOSED R�W39
PROPOSED 54" STORM DRAIN 6' 20' 20' 6' PROPOSED 8” SEWER w z + + t
F- ' PROPOSED 8" WATER 5 '
PER CITY DWG N0. 3277 + BY OTHERS +
PROPOSED 42" STORM DRAIN
--- + PER CITY DWG NO.3277
' �\ i
5 cv o in
\\ PROPOSED P U E
— — _ -- — — 7 N89'58 21 "W o
� .o 11 +38.06 MIRIAM WAY= 10+pp•00 GRETA LANE_ \ 86.43' N 5VW
i N89'S8 21 "W
2 GABRIEL DRIVE \ - ��, 4 133.37 / 100
40
4 z i 11+31.43 GRETA LANE 1 p+02.00io
64 Op F�Sq
�I
j TRACT 50UNDARYUj
11+31.43 GRETA LANE= �' �� .) a z � �0X'`6'�
12+06.67 MIRIAM WAY 3 �,���� 1 5' > 5 1
"' PROPOSED 42" STORM DRAIN °° �' P.UE I ! II P.U.E. 3 2, 'y,�r&
PER CITY DWG NO. 3277 xo° °�° PROPOSED 42" STORM DRAIN 6'120 20' 6'
x° PER CITY DWG NO. 3277 OGT
_}. > PROPOSED R/W '` ,�° 27 27 3 (TYP PROPOSED R/W 2
PROPOSED R/W ti ,. 54 11 +31.43 GRETA LANE=
43
Q ¢ I
�z
aN
a=
3m
oo�
NU
DATE I ENGR.I CITY I DATE
92M.,1►� gip, 1L zffE ,
BASIS OF BEARINGS:
BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE
SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING
N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282,
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
SHOULD CONSTRUCTION OF REQ BENCH
OVEP'.ENTS NOT CO 2 LANCE WrIM PREPARED FOR:
TO YEARS OF THE DATE OF APPIIOVAL YOUNG HOINES B.M. #361, SPIKE IN NORTH FACE OF P.P.
SHOWN 19MON AND CARIM FORTH INA10370 TRADEMARK STREET #1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
DD16001 HARRER, THE CITY ENGINEER MAY RANCHO CUCAMONGA, CA 91730
REQME REVISIONS TO TIS PLANS TO TEL (909) 477-6715
BENG TfM 11VTO CONF02VIANCE MTH FAX (90.9) 477-6725
C0111MMO 'S AND ST0MAEM IN EFFECT
ELEVATION: 1365.01
12+06.67 MIRIAM WAY
I I Y CONSTRUCTION NOTES
SEE LEFT
2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3 CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER
CITY STD DWG NO. 125 (SEE GENERAL NOTE N0. 30)
GRETA LANE
r—INSTALL
CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
8" PLUG
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8Z53 Sierra Avenue
Fontana, California 92335
�I (909) 356-1815 Fax (9 9) 3 -1795
3z3a
David S. Hammer, A.C.E. 43976 Dale
(expires 6/30/2005)
()FESS /0
SHAM `FZ
O Gp
z
w No. 43976 m
* Exp. j 6/30/05
J'��E' CIV
OF CAL IV
CITY OF FO T N , C ALIFORNIA
C O FO T N SPECIFIC L
DRAWN BY: TRACT NO. 16258-1 SCALE:
AE SEWER MPROVENENT PLANS 1 =40
DESIGNED BY: _J� I AY � G , TA LANE DATE:
DE
MARCH, 2003
CHECKED WPPROVF0 BY: DRAWING NO.:
DSH
CITY ENGINEER R.C.E. 51152 3276 7
Rename: M:\DWG\15904\SEWER\TRACT 16258-1 16258-1—SO4.DWG
SEMR LATERALS TRACT 16 -1
LOT NO.
DESIGN STA.
"AS -BUILT" STA. BACKWATER
YES NO
41
12+57
12 } Si
NO
42
12+49
t 2- } 4q
NO
43
11+84
it t $
NO
BASIS OF BEARINGS:
BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE
SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING
N00'06'51 "E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282,
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
SHOULD CONSTRUCTION OF REQ BENCH
OVEP'.ENTS NOT CO 2 LANCE WrIM PREPARED FOR:
TO YEARS OF THE DATE OF APPIIOVAL YOUNG HOINES B.M. #361, SPIKE IN NORTH FACE OF P.P.
SHOWN 19MON AND CARIM FORTH INA10370 TRADEMARK STREET #1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
DD16001 HARRER, THE CITY ENGINEER MAY RANCHO CUCAMONGA, CA 91730
REQME REVISIONS TO TIS PLANS TO TEL (909) 477-6715
BENG TfM 11VTO CONF02VIANCE MTH FAX (90.9) 477-6725
C0111MMO 'S AND ST0MAEM IN EFFECT
ELEVATION: 1365.01
12+06.67 MIRIAM WAY
I I Y CONSTRUCTION NOTES
SEE LEFT
2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3 CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER
CITY STD DWG NO. 125 (SEE GENERAL NOTE N0. 30)
GRETA LANE
r—INSTALL
CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN
8" PLUG
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8Z53 Sierra Avenue
Fontana, California 92335
�I (909) 356-1815 Fax (9 9) 3 -1795
3z3a
David S. Hammer, A.C.E. 43976 Dale
(expires 6/30/2005)
()FESS /0
SHAM `FZ
O Gp
z
w No. 43976 m
* Exp. j 6/30/05
J'��E' CIV
OF CAL IV
CITY OF FO T N , C ALIFORNIA
C O FO T N SPECIFIC L
DRAWN BY: TRACT NO. 16258-1 SCALE:
AE SEWER MPROVENENT PLANS 1 =40
DESIGNED BY: _J� I AY � G , TA LANE DATE:
DE
MARCH, 2003
CHECKED WPPROVF0 BY: DRAWING NO.:
DSH
CITY ENGINEER R.C.E. 51152 3276 7
Rename: M:\DWG\15904\SEWER\TRACT 16258-1 16258-1—SO4.DWG