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10+00 11+00 12+00 13+00
I
W
!&
15
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r PROP. R/W ®7A
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11 0 PROP. SD _12f 00
14
17
L4 - �zo.Ucr-
Xl-PRO . WA TER
CL STREET
13f 00 �4
C5
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40 80 120
13
W
z
PROP. R/W
i Ld o�1_
2 +or
�� o Q +,�
0'� ��
ROYAL
TROON LANE
CURVE
11oo
CIO O
C7
LENGTH
TANGENT
SHEET
Ov'y
15
21
20
5
.SEE 14
16
c6
Q) LO +
O
C3
19
18 i 27
� 2
II
C4
16.2322 "
107.00
TR. BNDRY. 14 I I
15.41
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rr;'rir� IJJ�J
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17
C6
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N
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1174.00
221.18
N22
N�•(G
N.
C 12
11 '51 '37"
107.00
22.15
11.11
C21
�G' C3
6 13
1192.00
224.58
15
',r r j' 16 5's-1-0 2
r PROP. R/W ®7A
10+ N 89 " -��jg 2 T� u
11 0 PROP. SD _12f 00
14
17
L4 - �zo.Ucr-
Xl-PRO . WA TER
CL STREET
13f 00 �4
C5
SCALE IN FEET
40 80 120
13
W
z
PROP. R/W
rr?rlrr 16 J-2
8 9
`r'""""L "t LUDLOW LANE
SEE SHEET 6
i Ld o�1_
2 +or
�� o Q +,�
0'� ��
O 000W
~o ��z
�
CURVE
11oo
CIO O
C7
LENGTH
TANGENT
24 '
Ov'y
15
19.19
9.62
/
o; 17
I N m
TR. BNDRY.
c6
Q) LO +
O
C3
19
6
39.27
II
C4
16.2322 "
107.00
7
15.41
C5
212'4643"
38.00
O
129.20
rr?rlrr 16 J-2
8 9
`r'""""L "t LUDLOW LANE
SEE SHEET 6
_a.
TOLL FREE -qmmmw-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
11
12
CONSTRUCTION NOTES
O2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 957 COMPACTED
NA TI VE MA TER/AL (SEE GENERAL NOTES 31 & 32)
O4 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. '1003
O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
�9 CONSTRUCT 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 SHT.7
11 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN
300-2, "W" PER PLAN
12 ADJUST MANHOLEICLEANOUT TO GRADE PER CITY STD. 109
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
IRECORO DRAWINGS 147
160
T _
- -- - - - - 10' - - - - - -
7 23' 9 76, _.
_ _. - a L=4 . 50.00 L/� - -
} AROUND IE,=-=_�---�-- - -�--_ � TANGENT- O.G� _ - -
AT NORTH R/W - - 50' VC 25, 25'
_ - Co m --
__P1 fL�1534,Y57 -_
TC , OF NORTH CURB
LL
_-- O
= N
_ m
509' -- -- --
1.0
- ---- , -
,� -- - - ----- ----fi - - t - -1. 087�-
- - _ 33.95'
= CL CB 2 = __1534.66 TC4+)E
L=108.59 ALONG CROWN LINE
_ ---- �- .= PVI EL=1534.66 PVI EL=1535.28
- 2 _ EX. GROUND AT CL -- - - 40 VC;
_---- - 5o VC
-- - - �- FS AT CL =
-
- - - - - ---- -r-- _ ._ _ O
DID
-rd C tl U h
. eO
- - =-- - Nu h
TC _13:7 r -=
EP=1534:01
:
_- - - - -� - TR=1.38.E
- - - _ G5TANGENT=.
L-42.99
_, -- - -
-r
_.
L-221.18 0. C. L12=69.76'
_ --
� ANGENT 0. C. 0. C.
TC OF SOU -T B
w i�;T - PVl EL: 1534.64 - 25
- -_ - EX. 6R96WD 50 VC-- U
AT SOUTH' R W - o`
`. / -_
- - - - -- A=
- _
-- -
- p U _ _...__. -
--- - w ^ �a d O - t -
- _ 1^1^ - <r ^
Q w�, m -
06 v
- ---
T T r 509 �- -
509
0.71 v 0.579 0
10+00
L YTHAM LANE
SEE SHEET 6
\A
SLE BAY_ PLACE
11+00 12+00 13+00
ADJUST VALVE TO GRADE PER CITY STD. 130
14 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
15 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD.PLAN NO. 1016 (SCE #7)
1 CONST 16' DRI VEWA Y PER Cl TY STD. PLAN NO. 1005
18 INSTALL R1 STOP SIGN W/LIMIT & "STOP" LEGEND
PER CITY STD. PLAN NO. 139
TURTLE BAY PLACE
BENCH MARK: No. 615 BASIS OF BEARINGS.
THE BEARING OF N00' 12'36'E ALONG
RAILROAD SPIKE AT INTERSECTION THE CENTERLINE OF CATAWBA AVENUE
I SHOWN ON RECORD OF SURVEY,
OF CITRUS AVE. AND LOS CEDROS F
AVE., !N POWER POLE N0. 9011E FLED IN BOOK 103, PAGES 1 AND 2,
ON THE EAST SIDE OF CITRUS AVE. S RECORDS OF SURVEY WAS USED
S THE BASIS OF BEARINGS FOR THIS
ELEVATION: 1467.59 MAP.
SHOULD CONSTRUCTION OF THE REQUIRED Ess/
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ��,�paeJesU�F`
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY x o No. 65195
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO*� c
Exp: 9-30-05 Q
BRING THEM INTO CONFORMANCE WITH CONDITIONS F TICAL
AND STANDARDS IN EFFECT.
Prepared Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
RCE 65195
Date : 3-2,
EXP. 9-30-05
14+00
CITY OF FONTANA, CALIFORNIA
S TREE T I MPR 0 VEMEN T PLANS
DRAWN BY: TRACT 16539, 16539-1 & 16539-2 SCALE:
DESIGNED BYC L UDL� W LA NE & DATES SHOWN
MJG/LP TUR T ,t BA Y PLA CE MARCH 2O0ti
w
BY: P OVED Y: DRAWING NO.: 5
L �1',E _C!�
MJG/LP C TY ,ENGINEER R.C. 51 152 DATE 3578
1
1�
J:\826-1739\streets\stO5.dwg, 03/26/2004 12:01:06 PM, cc
CURVE
TABLE
LINE
BEARING
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
10' 1634 "
107.00
19.19
9.62
C2
90°00'00"
25.00
39.27
25.00
C3
90'00'00"
25.00
39.27
25.00
C4
16.2322 "
107.00
30.61
15.41
C5
212'4643"
38.00
141.12
129.20
C6
16.2,322 "
10700
30.61
15.41
C7
833957"
35.00
51.11
31.33
C8
5°43'22"
1210
120.85
60.48
C9
25° 17'19 "
107.00
4723
24.00
CIO
210'21'J8"
38.00
139.52
140.05
C11
10'4741 "
1174.00
221.18
110.92
C 12
11 '51 '37"
107.00
22.15
11.11
C 13
11 °51 '37"
1192.00
224.58
112.62
C 14
16'1 J'50 "
383.33
108.59
54.66
_a.
TOLL FREE -qmmmw-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
11
12
CONSTRUCTION NOTES
O2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 957 COMPACTED
NA TI VE MA TER/AL (SEE GENERAL NOTES 31 & 32)
O4 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. '1003
O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
�9 CONSTRUCT 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 SHT.7
11 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN
300-2, "W" PER PLAN
12 ADJUST MANHOLEICLEANOUT TO GRADE PER CITY STD. 109
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
IRECORO DRAWINGS 147
160
T _
- -- - - - - 10' - - - - - -
7 23' 9 76, _.
_ _. - a L=4 . 50.00 L/� - -
} AROUND IE,=-=_�---�-- - -�--_ � TANGENT- O.G� _ - -
AT NORTH R/W - - 50' VC 25, 25'
_ - Co m --
__P1 fL�1534,Y57 -_
TC , OF NORTH CURB
LL
_-- O
= N
_ m
509' -- -- --
1.0
- ---- , -
,� -- - - ----- ----fi - - t - -1. 087�-
- - _ 33.95'
= CL CB 2 = __1534.66 TC4+)E
L=108.59 ALONG CROWN LINE
_ ---- �- .= PVI EL=1534.66 PVI EL=1535.28
- 2 _ EX. GROUND AT CL -- - - 40 VC;
_---- - 5o VC
-- - - �- FS AT CL =
-
- - - - - ---- -r-- _ ._ _ O
DID
-rd C tl U h
. eO
- - =-- - Nu h
TC _13:7 r -=
EP=1534:01
:
_- - - - -� - TR=1.38.E
- - - _ G5TANGENT=.
L-42.99
_, -- - -
-r
_.
L-221.18 0. C. L12=69.76'
_ --
� ANGENT 0. C. 0. C.
TC OF SOU -T B
w i�;T - PVl EL: 1534.64 - 25
- -_ - EX. 6R96WD 50 VC-- U
AT SOUTH' R W - o`
`. / -_
- - - - -- A=
- _
-- -
- p U _ _...__. -
--- - w ^ �a d O - t -
- _ 1^1^ - <r ^
Q w�, m -
06 v
- ---
T T r 509 �- -
509
0.71 v 0.579 0
10+00
L YTHAM LANE
SEE SHEET 6
\A
SLE BAY_ PLACE
11+00 12+00 13+00
ADJUST VALVE TO GRADE PER CITY STD. 130
14 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
15 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD.PLAN NO. 1016 (SCE #7)
1 CONST 16' DRI VEWA Y PER Cl TY STD. PLAN NO. 1005
18 INSTALL R1 STOP SIGN W/LIMIT & "STOP" LEGEND
PER CITY STD. PLAN NO. 139
TURTLE BAY PLACE
BENCH MARK: No. 615 BASIS OF BEARINGS.
THE BEARING OF N00' 12'36'E ALONG
RAILROAD SPIKE AT INTERSECTION THE CENTERLINE OF CATAWBA AVENUE
I SHOWN ON RECORD OF SURVEY,
OF CITRUS AVE. AND LOS CEDROS F
AVE., !N POWER POLE N0. 9011E FLED IN BOOK 103, PAGES 1 AND 2,
ON THE EAST SIDE OF CITRUS AVE. S RECORDS OF SURVEY WAS USED
S THE BASIS OF BEARINGS FOR THIS
ELEVATION: 1467.59 MAP.
SHOULD CONSTRUCTION OF THE REQUIRED Ess/
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ��,�paeJesU�F`
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY x o No. 65195
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO*� c
Exp: 9-30-05 Q
BRING THEM INTO CONFORMANCE WITH CONDITIONS F TICAL
AND STANDARDS IN EFFECT.
Prepared Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
RCE 65195
Date : 3-2,
EXP. 9-30-05
14+00
CITY OF FONTANA, CALIFORNIA
S TREE T I MPR 0 VEMEN T PLANS
DRAWN BY: TRACT 16539, 16539-1 & 16539-2 SCALE:
DESIGNED BYC L UDL� W LA NE & DATES SHOWN
MJG/LP TUR T ,t BA Y PLA CE MARCH 2O0ti
w
BY: P OVED Y: DRAWING NO.: 5
L �1',E _C!�
MJG/LP C TY ,ENGINEER R.C. 51 152 DATE 3578
1
1�
J:\826-1739\streets\stO5.dwg, 03/26/2004 12:01:06 PM, cc
LINE TABLE
LINE
BEARING
LENGTH
L 1
S7956'02 "E
41.04
L2
N89'4724 "E
11.79
L3
N89'4724 "E
41.07
L4
N7324'02 "E
50.00
L5
S73'49' 14 "E
50.00
L6
N7633'30"E
50.00
L7
S84`15'50"W
41.04
L8
S83°5233 "E
54.94
L9
N83°5233"W
3.05'
L10
N 16'5336 "E
20.02'
_a.
TOLL FREE -qmmmw-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
11
12
CONSTRUCTION NOTES
O2 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 957 COMPACTED
NA TI VE MA TER/AL (SEE GENERAL NOTES 31 & 32)
O4 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. '1003
O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
�9 CONSTRUCT 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 SHT.7
11 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN
300-2, "W" PER PLAN
12 ADJUST MANHOLEICLEANOUT TO GRADE PER CITY STD. 109
REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE
IRECORO DRAWINGS 147
160
T _
- -- - - - - 10' - - - - - -
7 23' 9 76, _.
_ _. - a L=4 . 50.00 L/� - -
} AROUND IE,=-=_�---�-- - -�--_ � TANGENT- O.G� _ - -
AT NORTH R/W - - 50' VC 25, 25'
_ - Co m --
__P1 fL�1534,Y57 -_
TC , OF NORTH CURB
LL
_-- O
= N
_ m
509' -- -- --
1.0
- ---- , -
,� -- - - ----- ----fi - - t - -1. 087�-
- - _ 33.95'
= CL CB 2 = __1534.66 TC4+)E
L=108.59 ALONG CROWN LINE
_ ---- �- .= PVI EL=1534.66 PVI EL=1535.28
- 2 _ EX. GROUND AT CL -- - - 40 VC;
_---- - 5o VC
-- - - �- FS AT CL =
-
- - - - - ---- -r-- _ ._ _ O
DID
-rd C tl U h
. eO
- - =-- - Nu h
TC _13:7 r -=
EP=1534:01
:
_- - - - -� - TR=1.38.E
- - - _ G5TANGENT=.
L-42.99
_, -- - -
-r
_.
L-221.18 0. C. L12=69.76'
_ --
� ANGENT 0. C. 0. C.
TC OF SOU -T B
w i�;T - PVl EL: 1534.64 - 25
- -_ - EX. 6R96WD 50 VC-- U
AT SOUTH' R W - o`
`. / -_
- - - - -- A=
- _
-- -
- p U _ _...__. -
--- - w ^ �a d O - t -
- _ 1^1^ - <r ^
Q w�, m -
06 v
- ---
T T r 509 �- -
509
0.71 v 0.579 0
10+00
L YTHAM LANE
SEE SHEET 6
\A
SLE BAY_ PLACE
11+00 12+00 13+00
ADJUST VALVE TO GRADE PER CITY STD. 130
14 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
15 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD.PLAN NO. 1016 (SCE #7)
1 CONST 16' DRI VEWA Y PER Cl TY STD. PLAN NO. 1005
18 INSTALL R1 STOP SIGN W/LIMIT & "STOP" LEGEND
PER CITY STD. PLAN NO. 139
TURTLE BAY PLACE
BENCH MARK: No. 615 BASIS OF BEARINGS.
THE BEARING OF N00' 12'36'E ALONG
RAILROAD SPIKE AT INTERSECTION THE CENTERLINE OF CATAWBA AVENUE
I SHOWN ON RECORD OF SURVEY,
OF CITRUS AVE. AND LOS CEDROS F
AVE., !N POWER POLE N0. 9011E FLED IN BOOK 103, PAGES 1 AND 2,
ON THE EAST SIDE OF CITRUS AVE. S RECORDS OF SURVEY WAS USED
S THE BASIS OF BEARINGS FOR THIS
ELEVATION: 1467.59 MAP.
SHOULD CONSTRUCTION OF THE REQUIRED Ess/
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ��,�paeJesU�F`
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARRIED FORTH IN A DILIGENT MANNER, THE CITY x o No. 65195
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO*� c
Exp: 9-30-05 Q
BRING THEM INTO CONFORMANCE WITH CONDITIONS F TICAL
AND STANDARDS IN EFFECT.
Prepared Under The Supervision Of
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
10601 CHURCH STREET , STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
RCE 65195
Date : 3-2,
EXP. 9-30-05
14+00
CITY OF FONTANA, CALIFORNIA
S TREE T I MPR 0 VEMEN T PLANS
DRAWN BY: TRACT 16539, 16539-1 & 16539-2 SCALE:
DESIGNED BYC L UDL� W LA NE & DATES SHOWN
MJG/LP TUR T ,t BA Y PLA CE MARCH 2O0ti
w
BY: P OVED Y: DRAWING NO.: 5
L �1',E _C!�
MJG/LP C TY ,ENGINEER R.C. 51 152 DATE 3578
1
1�
J:\826-1739\streets\stO5.dwg, 03/26/2004 12:01:06 PM, cc