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CONS TRUC T/ON NOTES
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
COMPACTED TO 957. (SEE GENERAL NOTES 31 & J2).
(2)CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
0 CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104. (MODIFIED "W'=8)
4A CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104. (MODIFIED "W'-10)
5O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
O6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005.
"W" PER PLAN.
® CONSTRUCT LOCAL DEPRESSION PER S. P. P. W. C. STD. PLAN 31 J-2 CASE B AND
DETAIL ON PLAN ON SHEET 8.
9O ADJUST MANHOLE TO GRADE PER CITY STD. NO. 109
10 INSTALL STREET NAME SIGN PER CITY STD. NO. 1J9.
11 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE If7)
12 INSTALL R-1 STOP SIGN PER CITY STD. NO. 139.
17 ADJUST GATE VALVE TO GRADE PER CITY STD. NO. 1 JO
19 INSTALL STREET LIGHT 9500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7)
SCALE IN FEET
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O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
COMPACTED TO 957. (SEE GENERAL NOTES 31 & J2).
(2)CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
0 CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104. (MODIFIED "W'=8)
4A CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104. (MODIFIED "W'-10)
5O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
O6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005.
"W" PER PLAN.
® CONSTRUCT LOCAL DEPRESSION PER S. P. P. W. C. STD. PLAN 31 J-2 CASE B AND
DETAIL ON PLAN ON SHEET 8.
9O ADJUST MANHOLE TO GRADE PER CITY STD. NO. 109
10 INSTALL STREET NAME SIGN PER CITY STD. NO. 1J9.
11 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE If7)
12 INSTALL R-1 STOP SIGN PER CITY STD. NO. 139.
17 ADJUST GATE VALVE TO GRADE PER CITY STD. NO. 1 JO
19 INSTALL STREET LIGHT 9500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE #7)
SCALE IN FEET
0 40
80
120 160
0
CURVE
DEL TA
d-
SPR/NGT/ME AVENUE
TANGENT
o
4855'04"
& PROP. R/W
29.88
15.92
SEE SHEET 4
m�00
35.00
J
35.03
C3
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25.00
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25.02
C4
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39.25
06�'
11
90'0241"
25.00
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26
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30.23
15.96
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43
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12.84
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BROOK LANE
=10+00.00 SPRINGTIME AVE.
BROOK LANE
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LINE TABLE
LINE BEARING LENGTH
Ll N06'34'20 "W 42.71
L2 N79'58'15"W 42.71
SPR/NGT/ME AVENUE
SEE SHEET 4
CURVE TABLE
CURVE
DEL TA
TRACT BOUNDARY
LENGTH
TANGENT
o
4855'04"
& PROP. R/W
29.88
15.92
C2
m�00
35.00
55.01
35.03
C3
90'0241"
25.00
39.29
25.02
C4
'�
25.00
39.25
06�'
11
90'0241"
25.00
iW
25.02
C6
90'0241 "
45.00
70.72
45.04
C7
45'3423"
38.00
30.23
15.96
C8
51'02'19"
�1�j����
51.67
27.69
C9
8
112.00
12.84
6.43
BROOK LANE
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LINE TABLE
LINE BEARING LENGTH
Ll N06'34'20 "W 42.71
L2 N79'58'15"W 42.71
SPR/NGT/ME AVENUE
SEE SHEET 4
DA WN WA Y
SEE SHEET 3
REV. REVISION DESCRIP77ON DA 7E ENGR. CITY DA 7E
SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARR/ED FORTH /N A DILIGENT MANNER,
THE CITY ENG/NEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
2 /�EcoRD OR,4 W//VG �6-1-101
STANDARDS /N EFFECT.
R/VER GLEN LANE
BENCH MARK.• BASIS OF BEARINGS:
THE BENCHMARK /S AT SOUTHWEST CORNER THE BEARING OF N 89'5648" W ALONG
OF WALNUT & SIERRA AVENUES, 32 FEET THE CENIERUNE OF BASELINE AVENUE
SOUTH OF WALNUT AVENUE, 42. FEET WEST
OF SIERRA AVENUE, DRIVE PIN /N AS SHOWN ON PM NO. 1588, P.M.B. 17/95,
pP#1441ljE 70-63 FACES INTERSECTION. WAS USED AS THE BASIS OF BEARINGS
ELEVA 770N: # 1470.7550 FOR THIS MAP.
Prepared Under The Supervision Of
sMADOLE
760-A S. ROCHESTER AVE.
WL 3 No. 36637 C ONTARIO, CA 91761
909.937.9151
Exp: 06-30-08 Engineering Communities for Life www.madoleinc.com
��9TFC 1 V o- 0��\�- .
0 L\F CAto lS
RCE 36637 EXP. 6-30 08
WENDELL L. /WA TSURU
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
O90FESS/ON
LU m
3 C 36637 T
EXP
CIVIL �P
1 gTF0 CA% Nf N
'c
r `
zT/�
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS I
A RESULT THEREOF. 2
C/ T Y OF FON TA NA, CALIFORNIA
S T REE T IMPROVEMENT PLANS
DRAWN B Y SCALE.•
DJ/AA TRACT NO. 16383 AND 17460 AS SHOWN
DESIGNED BY BROOK LA. FROM OLEANDLW AVE. TO SPRINGTIME AVE. DA TE:
SCS/EF/CC RIVER GLEN LN. FROM DAWN WAY TO SPRINGTIME AVE. FEB. 2006
CHECKED APPR VED DRA WING NO. 2
EF 4091 8
1 CHY ENGINEER R. C. -E. 51152 DA
J:\652-1942\streets\st02.dwo. 9/14/2006 4:47:00 PM. Comelia
CURVE TABLE
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
C1
4855'04"
35.00
29.88
15.92
C2
20@0241"
35.00
55.01
35.03
C3
90'0241"
25.00
39.29
25.02
C4
89'57'19"
25.00
39.25
24.98
C51
90'0241"
25.00
J9.29
25.02
C6
90'0241 "
45.00
70.72
45.04
C7
45'3423"
38.00
30.23
15.96
C8
51'02'19"
58.00
51.67
27.69
C9
6'34'01 "
112.00
12.84
6.43
C10
110"02'06"
58.00
111.39
82.89
C11
90'02'02"
43.00
67.57
43.03
C12
90'02'02"
25.00
39.28
25.01
C13
10'00'02"
112.00
. 19.55
9.80
C14
90'02'10"
25.00
39.29
25.02
C15
89'57'50"
25.00
39.25
24.98
DA WN WA Y
SEE SHEET 3
REV. REVISION DESCRIP77ON DA 7E ENGR. CITY DA 7E
SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARR/ED FORTH /N A DILIGENT MANNER,
THE CITY ENG/NEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
2 /�EcoRD OR,4 W//VG �6-1-101
STANDARDS /N EFFECT.
R/VER GLEN LANE
BENCH MARK.• BASIS OF BEARINGS:
THE BENCHMARK /S AT SOUTHWEST CORNER THE BEARING OF N 89'5648" W ALONG
OF WALNUT & SIERRA AVENUES, 32 FEET THE CENIERUNE OF BASELINE AVENUE
SOUTH OF WALNUT AVENUE, 42. FEET WEST
OF SIERRA AVENUE, DRIVE PIN /N AS SHOWN ON PM NO. 1588, P.M.B. 17/95,
pP#1441ljE 70-63 FACES INTERSECTION. WAS USED AS THE BASIS OF BEARINGS
ELEVA 770N: # 1470.7550 FOR THIS MAP.
Prepared Under The Supervision Of
sMADOLE
760-A S. ROCHESTER AVE.
WL 3 No. 36637 C ONTARIO, CA 91761
909.937.9151
Exp: 06-30-08 Engineering Communities for Life www.madoleinc.com
��9TFC 1 V o- 0��\�- .
0 L\F CAto lS
RCE 36637 EXP. 6-30 08
WENDELL L. /WA TSURU
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
O90FESS/ON
LU m
3 C 36637 T
EXP
CIVIL �P
1 gTF0 CA% Nf N
'c
r `
zT/�
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS I
A RESULT THEREOF. 2
C/ T Y OF FON TA NA, CALIFORNIA
S T REE T IMPROVEMENT PLANS
DRAWN B Y SCALE.•
DJ/AA TRACT NO. 16383 AND 17460 AS SHOWN
DESIGNED BY BROOK LA. FROM OLEANDLW AVE. TO SPRINGTIME AVE. DA TE:
SCS/EF/CC RIVER GLEN LN. FROM DAWN WAY TO SPRINGTIME AVE. FEB. 2006
CHECKED APPR VED DRA WING NO. 2
EF 4091 8
1 CHY ENGINEER R. C. -E. 51152 DA
J:\652-1942\streets\st02.dwo. 9/14/2006 4:47:00 PM. Comelia