HomeMy WebLinkAbout3503-610+00
10+00.00
=13+27.72
9
LANE
WAY
011
I�
I �1+
TIBURON WA Y
SEE SHEET 5
11+00
12+00
PENNA RD LANE
13+00
L 1 2 C8N �� C6 C7 L2 \10 �� �2
11 PROP. B WATER Gs ( 16
N 64'58'51" E o 12 �10 S '
Cl 1- G
ROP. 8 "SEWER `�", °Q "'f ' 2 c 2 28 \X591.
O�
0 �ER�
/ s 4'i6 m y a
/ o PROP. R1W
O
co m
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N
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18 TRACT BNDRY. 15 `� °° Ln +
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rrt', An
LINE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
16'43'45"
302.00
88.18
44.40
C2
12'03'05"
284.00
10
11
12
13
14
30.98
16.59
C4
50'42 38"
53.00
46.91
25.12
C5
85.21'18"
59.00
87.89
54.40
'00'
�,
320.00
9.44
4.72
15
W
_
`O
6 m�
0) PROP.
o
R/W o
^ �o;�
LO
U C,
U�
i
m�_U�
107.00
U� P� �G
7.65
C9
-
---
--
_
C 10
�P
�N �6ti 40
L 1 2 C8N �� C6 C7 L2 \10 �� �2
11 PROP. B WATER Gs ( 16
N 64'58'51" E o 12 �10 S '
Cl 1- G
ROP. 8 "SEWER `�", °Q "'f ' 2 c 2 28 \X591.
O�
0 �ER�
/ s 4'i6 m y a
/ o PROP. R1W
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18 TRACT BNDRY. 15 `� °° Ln +
13 11 o Uoo
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PENNA RD LANE
CURVE TABLE
LINE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
Cl
16'43'45"
302.00
88.18
44.40
C2
12'03'05"
284.00
59.74
29.98
C3
50'42 38"
35.00
30.98
16.59
C4
50'42 38"
53.00
46.91
25.12
C5
85.21'18"
59.00
87.89
54.40
C6
1'4126"
320.00
9.44
4.72
C7
656'50"
107.00
12.97
6.49
C8
8110,55"
107.00
15.28
7.65
C9
17'44'04"
300.00
92.86
46.80
C 10
13'01 20"
282.00
64.09
32.19
Cil
655'01 "
107.00
12.92
6.47
C12
2'36'10"
318.00
14.45
7.22
C 13
2719'02"
179.34
85.50
43.58
C14
241'27 58"
38.00
160.15
63.92
C15
130'06'46"
30.00
68.13
64.50
C16
117'08 21 "
25.00
51.11
40.91
PENNA RD LANE
QD U711
0
AAAW
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
/& C t(, D IMAV)ING
j uvjSn slnLV4- rpm r' -P G' WIPE
PLAN 1"= 40' 1 10+00 11+00 12+00 13+00 14+00 15+00
SCALE IN FEET
40 80 120 160
CONS TRUC TION NO TES
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95%, COMPACTED
NA TI VE MA TERIAL (SEE GENERAL NOTES 31 & 32)
O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
(�3 CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER
CITY STD. PLAN NO. 1003
t�6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
O7 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 VAL. VE TO GRADE PER CITY STD. 130
12 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016
(SCE #7)
13 CONST. DRI IIEWAY PER CITY STD. PLAN NO. 102
ooh
TANGLEWOOD WA Y
CANYON LAKE LANE
SEE SHEET 5
TANGLEWOOD WA
BENCH MARK: # 615 BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSEC77ON OF THE BEARING OF N7O*J527"E ALONG THE
CITRUS AVENUE AND LOS CEDROS CENTERLINE OF SIERRA LAKES PARKWAY
AVENUE, IN POWER POLE NO. 9011E AS SHOWN ON PARCEL MAP NO. 15829,
ON 7HE EAST SIDE OF CITRUS AVENUE. FILED IN BOOK 198, PAGES 60 THROUGH
64 OF PARCEL MAPS, WAS USED AS THE
ELEVATION: # 1467.59 BASIS OF BEARINGS FOR THIS MAP.
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of :
Q�PREPARED IN THE OFFICE OF
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL J11deJesMADOLE AND ASSOCIATES, INC.
3
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 65195 Q 10601 CHURCH STREET, STE. 107
a '� RANCHO CUCAMONGA, CA 91730
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Expo 9-30-05 PHONE (909) 948-1311
Q,
BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDgTFOIVI�-O��'~
iCAL� Date
ley STANDARDS IN EFFECT. RCE 65195 EXP. 9-30-05
366631
0
FUPfiJiL i - tiiE
ENGINEER �,I° .'_ Ncl
HAVE BEEN vk)fjAj#�J e
A AMLT
SIERRA LAKES SPECIFIC PLAN
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
CC JV TR. NO. 16267-4, TR. N0.16267-5 & TR. N0. 16267 SC's 1 "=40'
DESIGNED BY: RD LA & TANGLEWOOD WAY DATE:
M DEC. 2003
B : APP VED BY: DRAWING NO.:
MJG/LP<21t LL •O 6
I ENGINEE R.C.E. 51152 DATE 3503 7
JA826-1181\Street\st06.dwg, 12/19/2003 02:11:59 PM, MG
LINE TABLE
LINE
BEARING
LENGTH
Ll
N73'09'46 E
40.99
L2
N594328 E
40.99
L3
S34'55' 14 E
40.99
QD U711
0
AAAW
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
/& C t(, D IMAV)ING
j uvjSn slnLV4- rpm r' -P G' WIPE
PLAN 1"= 40' 1 10+00 11+00 12+00 13+00 14+00 15+00
SCALE IN FEET
40 80 120 160
CONS TRUC TION NO TES
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95%, COMPACTED
NA TI VE MA TERIAL (SEE GENERAL NOTES 31 & 32)
O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
(�3 CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION PER
CITY STD. PLAN NO. 1003
t�6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
O7 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 VAL. VE TO GRADE PER CITY STD. 130
12 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 1016
(SCE #7)
13 CONST. DRI IIEWAY PER CITY STD. PLAN NO. 102
ooh
TANGLEWOOD WA Y
CANYON LAKE LANE
SEE SHEET 5
TANGLEWOOD WA
BENCH MARK: # 615 BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSEC77ON OF THE BEARING OF N7O*J527"E ALONG THE
CITRUS AVENUE AND LOS CEDROS CENTERLINE OF SIERRA LAKES PARKWAY
AVENUE, IN POWER POLE NO. 9011E AS SHOWN ON PARCEL MAP NO. 15829,
ON 7HE EAST SIDE OF CITRUS AVENUE. FILED IN BOOK 198, PAGES 60 THROUGH
64 OF PARCEL MAPS, WAS USED AS THE
ELEVATION: # 1467.59 BASIS OF BEARINGS FOR THIS MAP.
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of :
Q�PREPARED IN THE OFFICE OF
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL J11deJesMADOLE AND ASSOCIATES, INC.
3
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 65195 Q 10601 CHURCH STREET, STE. 107
a '� RANCHO CUCAMONGA, CA 91730
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Expo 9-30-05 PHONE (909) 948-1311
Q,
BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDgTFOIVI�-O��'~
iCAL� Date
ley STANDARDS IN EFFECT. RCE 65195 EXP. 9-30-05
366631
0
FUPfiJiL i - tiiE
ENGINEER �,I° .'_ Ncl
HAVE BEEN vk)fjAj#�J e
A AMLT
SIERRA LAKES SPECIFIC PLAN
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY:
CC JV TR. NO. 16267-4, TR. N0.16267-5 & TR. N0. 16267 SC's 1 "=40'
DESIGNED BY: RD LA & TANGLEWOOD WAY DATE:
M DEC. 2003
B : APP VED BY: DRAWING NO.:
MJG/LP<21t LL •O 6
I ENGINEE R.C.E. 51152 DATE 3503 7
JA826-1181\Street\st06.dwg, 12/19/2003 02:11:59 PM, MG