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IN
13+00 14+00 15+0 16+00 17+00
SCALE IN FEET
0 40 80 120 160
CURVE
TABLE
TRACT BNDRY.
52' TRANS.
FROM 50' TO 54'
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C 1
90'00'00"
30.00
47.12
30.00
C2
81 °27'21 "
30.00
42.65
25.83
C3
9'3837"
280.00
47.13
23.62
C4
2°08'56"
320.00
12.00
6.00
C5
9 2645"
280.00
46.16
23. 13
C6
9 2645"
320.00
52.76
26.44
C7
9J'4244 "
35.00
57.25
37.34
C8
90°00'00"
35.00
54.98
35.00
C9
92645"
300.00
49.46
24.79
CIO
92753"
107.00
17.68
8.86
Cil
90'00'00"
30.00
47.12
30.00
C12
90'00'00" I
30.00
47.12
30.00
IN
13+00 14+00 15+0 16+00 17+00
SCALE IN FEET
0 40 80 120 160
6 PROP. R/W
I.--
P/?Op -- - -- - --
98 W4TER _ _ O
/V 8D 02 ,12'E 13 h
W
C5 - p
�~'PR®P.8 SEWER - 10 Cg 14 N 70'3527 "E 15 ^� 2 `r' 16 CROWN �� 10 N U)
�d -- - W
h 2 (D 1 0 9( �
- - _ - ` -/ C6 2 I ,�� N < J
0 6 J 17 C `L J
1 rr 4 �- 0)v PROP. R/W
1- m
+� 6rnN 8 g 10 11r� mW
N + g L,)
12
LINE TABLE
LINE BEARING LENGTH
Ll N80' 12'56 "E 40.99
L2 N89°40'49 "E 36.17
TOLL FREE -qmmmp'- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
EL REV/NO DRIVE
CONSTRUCTION NOTES
(DCONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 959 COMPACTED
NA TI VE MA TERIAL (SEE GENERAL NO TES 31 & 32)
O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
O3 CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER
CITY STD. PLAN NO. 1003
O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
07 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1, CASE 'A"
OR CASE "B" AS SHOWN ON PLAN. SEE SHEET 7 FOR DETAIL.
OS CONSTRUCT CURB OPENING CATCH BASIN PER A. P. W. A. STD. PLAN
300-2, "W" PER PLAN
O9 ADJUST MANHOLE/CLEANOUT TO GRADE PER CITY STD. 109
10 ADJUST VALVE TO GRADE PER CITY STD. 130
11 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
12 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016
(SCE #7)
13 CONST. DRI VEWA Y PER Cl TY STD. PLAN NO. 102
14 INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND.
15 SAWCUT AND REMOVE EXISTING A. C. PAVEMENT.
16 REMOVE EXISTING AC BERM
17 CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" OF 957 COMPACTED
NA TI VE MA TERIAL (SEE GENERAL NOTES J1 & 32)
CYPRESS AVE.
SEE SHEET 4
ESSI
q� RD DRAW/ �f
ttia �! THESE R Rr:,, ' 'AWINGS HAVE BEEN PREPARED, IN
No 36 3 7 � �; Q PART, ON TPF OPWFORMATION COMPILED AND
FURNISHED BY afh=A& THE ENGINEER WILL NOT BE
RESPONSIBLE r R ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
HEREOF
TT
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
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
���� DRAWING
Fum .5' �p Of- U 1iJ w �l+tlru STANDARDS IN EFFECT.
10+00
1 56'
40' 16'
TRACT BNDRY.
52' TRANS.
FROM 50' TO 54'
21
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18
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6 PROP. R/W
I.--
P/?Op -- - -- - --
98 W4TER _ _ O
/V 8D 02 ,12'E 13 h
W
C5 - p
�~'PR®P.8 SEWER - 10 Cg 14 N 70'3527 "E 15 ^� 2 `r' 16 CROWN �� 10 N U)
�d -- - W
h 2 (D 1 0 9( �
- - _ - ` -/ C6 2 I ,�� N < J
0 6 J 17 C `L J
1 rr 4 �- 0)v PROP. R/W
1- m
+� 6rnN 8 g 10 11r� mW
N + g L,)
12
LINE TABLE
LINE BEARING LENGTH
Ll N80' 12'56 "E 40.99
L2 N89°40'49 "E 36.17
TOLL FREE -qmmmp'- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
EL REV/NO DRIVE
CONSTRUCTION NOTES
(DCONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 959 COMPACTED
NA TI VE MA TERIAL (SEE GENERAL NO TES 31 & 32)
O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
O3 CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER
CITY STD. PLAN NO. 1003
O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
07 CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1, CASE 'A"
OR CASE "B" AS SHOWN ON PLAN. SEE SHEET 7 FOR DETAIL.
OS CONSTRUCT CURB OPENING CATCH BASIN PER A. P. W. A. STD. PLAN
300-2, "W" PER PLAN
O9 ADJUST MANHOLE/CLEANOUT TO GRADE PER CITY STD. 109
10 ADJUST VALVE TO GRADE PER CITY STD. 130
11 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
12 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016
(SCE #7)
13 CONST. DRI VEWA Y PER Cl TY STD. PLAN NO. 102
14 INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND.
15 SAWCUT AND REMOVE EXISTING A. C. PAVEMENT.
16 REMOVE EXISTING AC BERM
17 CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" OF 957 COMPACTED
NA TI VE MA TERIAL (SEE GENERAL NOTES J1 & 32)
CYPRESS AVE.
SEE SHEET 4
ESSI
q� RD DRAW/ �f
ttia �! THESE R Rr:,, ' 'AWINGS HAVE BEEN PREPARED, IN
No 36 3 7 � �; Q PART, ON TPF OPWFORMATION COMPILED AND
FURNISHED BY afh=A& THE ENGINEER WILL NOT BE
RESPONSIBLE r R ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
HEREOF
TT
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
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
���� DRAWING
Fum .5' �p Of- U 1iJ w �l+tlru STANDARDS IN EFFECT.
10+00
1 56'
40' 16'
cn I
41-
m
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6
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Q5 'It
4
3 �0 + rn
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X
SIERRA LAKES PARK WA Y
PER D WG. NO. 3237
SH T. 2 OF 5
BENCH MARK: # 615 BASIS OF BEARINGS:
RAILROAD SPIKE AT IMERSEC770N OF TME BEARING OF N70'35 27'E ALONG THE
CI7RUS AVENUE AND LOS CEDROS CENTERLINE OF SIERRA LAKES PARKWAY
AVENUE, IN POWER POLE NO. 9011E AS SHOWN ON PARCEL MAP NO. 15629,
ON 7HE EAST SIDE OF CITRUS AVENUE. RLED IN BOOK 198, PAGES 60 7]•/ROUGH
64 OF PARCEL MAPS, WAS USED AS 7HE
ELEVATION: # 1467.59 &ISIS OF BEARINGS FOR THIS MAP.
Prepared Under The Supervision Of :
e PREPARED IN THE OFFICE OF
de JeS�� Z MADOLE AND ASSOCIATES, INC.
c No. 65195 Q 10601 CHURCH STREET, STE. 107
a m RANCHO CUCAMONGA, CA 91730
1- h PHONE (909) 948-1311
Expl 9-30-05 V,
/"// s•s�ofc�.,./b_ Date :17
•/1
RCE 65195 401 EXP. 9-30-05
11+00
12+00
Ca SCALE: 1" = 40
EL REVINO DRIVE
SEE LEFT HEREON
4 4 , O!] 7 7 /-/ nrl //A //1 nnn Ir -
23
r
23
4 I'
\; 1
EL REVINO DRIVE
SEE LEFT HEREON
BIL TMORE WA Y
SIERRA LAKES SPECIFIC PLAN
CITY OF FONTANA, CALIFORNIA
S TREE T IMPROVEMENT PLANS Z
DRAWN BY TR. NO.16267-1, TR. NO.16267-2 SCALE Q
DESIGNED BY: CC & TR.NO.16267-3 DATE1 =40
MJG/ OR WA Y z'& a REVINO DRIVE DEC. 2003
BY APP D BY: DRAWING NO.:
z z• 0 W
3
MJG/LP CI INEER R.C.E. 51152 DATA 3503 7
E EN c�
JA826-1181\Street\st03.dwg, 12/19/2003 01:09:20 PM, cc