HomeMy WebLinkAbout3438-2N0. 3441
CONSTRUCTION NOTES
O1 CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12' OF 95% COMPACTED
NA77VE MATERIAL (SEE GENERAL NOTES 31 & 32)
O2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED
NA77VE MA7ER/AL (SEE GENERAL NOTES 31 & 32)
O3 CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY SID. PLAN NO. 1003
O4 CONSTRUCT 6" CF P. C. C. CURB & GUTTER PER Cl TY S7D. PLAN NO. 1003
O5 CONSTRUCT 6" TO 8' P.C.C. CURB & GUT7ER 7RANS( 770AI PER
CITY SID. PLAN NO. 1003
O6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY SID. PLAN NO. 1006.
O7 CONSTRUCT P.C.C. CROSS GUTTER W=10' PER CITY STD. PLAN NO. 104
OS CONS7RUCT P.C.C. CROSS GUTTER W=8' PER CITY STD. PLAN NO. 104
O9 CONS7RUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
10 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1, CASE
PER DETAILS ON SHEET 9
11 CONS7RUCT CURB OPENING CATCH BASIN PER A. P. W. A. S7D. PLAN
300-2, "W" PER PLAN
12 ADJUST MANHOLE TO GRADE PER CITY SID. 109
L V .J V L LJ /\ V ..J
t ADJUST VALVE TO GRADE PER CITY STD. 130
14 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
1� INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17)
16 EXIST. POWER LINES TO BE UNDERGROUND BY OTHERS
10 SAWCUT AND REMOVE EXIS77NG A. C. PA VEMENT
18 CONST. DRIVEWAY PER CITY S7D. PLAN NO. 103, W PER PLAN
19 INSTALL Rl STOP SIGN W/LIMIT & 'STOP" LEGEND
PER CITY STD. PLAN NO. 139
2� INSTALL BARRICADE PER CITY STD. PLAN NO. 118
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LINE TABLE
LINE BEARING LENGTH
L 1 N09'55' 16 "E 41.09
LZ S79'35'S6'W 41.09
STAR CREST wAa RECORD DRAWIN
- r
REV.
I RECORD REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
DRAWING W14 1, -1`,
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
STANDARDS IN EFFECT.
365337 Zi THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
44, PART, ON THE BASIS OF INFORMATION COMPILED AND
r FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
( HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
SCALE IN FEET
BENCH MARK: # 615 GS-
THEASIS OF E BEARING RN NN 89'40'40" E ALONG THE 0 40 $O 120 160
RAILROAD SPIKE AT INTERSECTION OF SOUTH LINE OF SECTION 30,
CITRUS AVENUE AND LOS CEDROS TOWNSHIP 1 NORTH, RANGE 5 WEST,
AVENUE, IN POWER POLE NO. 9011E SAN BERNARDINO MERIDIAN, AS SHOWN ON
ON THE EAST SIDE OF CITRUS AVENUE. TR. NO. 15908, FILED IN BOOK 271, PAGES
4 THROUGH 39 OF MAPS, WAS USED
ELEVATION: # 1467.59 S THE BASIS OR BEARINGS FOR THIS MAP.
CURVE
TABLE
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No. 65195 �Q
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INC. PREPARED IN THE OFFICE
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA,48- CA 91730
PHONE (909) 948-1311
Date y -D
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
89'5758"
35.00
54.96
34.98
C2
90'02'02"
35.00
55.00
35.02
C3
895758"
30.00
47.11
29.98
C4
90'02'02"
30.00
47.14
30.02
C5
10' 1041 "
112.00
19.90
9.97
C6
110.19'21 "
62.00
119.38
89.08
C7
89'5758"
35.00
54.96
34.98
C8
10' 1041 "
112.00
19.90
9.97
C9
90'02'02"
30.00
47.14
30.02
C10
89'5758"
30.00
1 47.11
1 29.98
C l l
89'5758"
55.00
86.36
54::9:7:::]
LINE TABLE
LINE BEARING LENGTH
L 1 N09'55' 16 "E 41.09
LZ S79'35'S6'W 41.09
STAR CREST wAa RECORD DRAWIN
- r
REV.
I RECORD REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
DRAWING W14 1, -1`,
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
STANDARDS IN EFFECT.
365337 Zi THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
44, PART, ON THE BASIS OF INFORMATION COMPILED AND
r FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
( HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
SCALE IN FEET
BENCH MARK: # 615 GS-
THEASIS OF E BEARING RN NN 89'40'40" E ALONG THE 0 40 $O 120 160
RAILROAD SPIKE AT INTERSECTION OF SOUTH LINE OF SECTION 30,
CITRUS AVENUE AND LOS CEDROS TOWNSHIP 1 NORTH, RANGE 5 WEST,
AVENUE, IN POWER POLE NO. 9011E SAN BERNARDINO MERIDIAN, AS SHOWN ON
ON THE EAST SIDE OF CITRUS AVENUE. TR. NO. 15908, FILED IN BOOK 271, PAGES
4 THROUGH 39 OF MAPS, WAS USED
ELEVATION: # 1467.59 S THE BASIS OR BEARINGS FOR THIS MAP.
JA685-1650\streets\st02.dwg, 05/13/2004 01:41:51 PM, cc
Prepared Under The Supervision Of :
CITY OF FONTANA, CALIFORNIA
Q��
de CFZ
No. 65195 �Q
Cs
* � 0 �'
sp Expl 9-30-05
'9T Cl I\-
eOFCALiF�
INC. PREPARED IN THE OFFICE
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET, STE. 107
RANCHO CUCAMONGA,48- CA 91730
PHONE (909) 948-1311
Date y -D
STREET IMPROVEMENT PLANS
DRAWN BY- MJG
TRA C T 16363W
.---,LOS CEDROS,1' STAR CREST WAY
& SUNR/DGE CT. ST lO+0 0 TO STA.11 +28.18
SCALE: 1 "=40'
DATE:
NOV. 2003
DESIGNED BY:
MLIG/LP
CH D BY: �
MJG/LP
AP�OVE BY:
P�7 7 -'o
DRAWING NO.:
3438
2
9
RCE 65195 EXP. 9-30-05
TY ENGINEER R. . 51152 DATE
JA685-1650\streets\st02.dwg, 05/13/2004 01:41:51 PM, cc