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VO`LANTE DRIVE
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A C I� W �, A "f E D 1 V �' ---�'- G
FUTURE TR. X6074 STREEm IKWOO
^ STR IMPROVEMENTS M 22' 22'' 1 Fi o0''3
1 22]2'1 1 1 tow118.11,
''
4' 34 v v cN 6 243 M 6
coo 6 t o o l= 1 18' 1 9.30 0
CL 363 M' N o o 31+12.21 ECR o W
04 3 6 5 ® Z 3 3 N FIL 18+48.19 BCR co + w 364 CO 27+37.60 BCR I►W ` W t L I 0' 30ci o or M^r 0 23+99.00 ECR W d- 4250;112'` CL INTERSECTION W W lui,
46.58 + 5 4 49..
46.94 �3) SEE SHEET. 20 a; CL INTERSECTION 23+95.14 CL C.B. 1
ll
99.38 FL
FL 4 FOR SD. LINE B' + 22+�g.70 LACEBARK STREET + C.B. 4 0 10 00.00 FIG LANE N ( + I 49.18 6-4
-
PLAN AND PROFILE N 23+51.00 VOLANTE DRIVE 2
N COURT N W=14.0', V=8.34' '� m F FLI
0 1J 4 14+84.50 JOSHUA ((/ w ®� Q 99.00' FL 16 CL INTERSECTION
2 ((� / 48. ! 49-.62__ _ 49.31 -- ---------- --- -0 -- - - 50.1 6 - - 11+94.00 FIR LANE
14 7. 0 0 ' 4 PIG SEE SHEET . ' 21 ' o ! - ao
11 2 (/�' / 19 40 FS,GB FL 8 W FIL PI =18+03.23 BLACKWOOD ST
\._. 100.00 _ LOT G 94. 86 ro _ 8" W 49. C°n CL INTERSECTION ;1 _ 1 1115 0
- -- -- ---- - - -- -- -- - -- - -- -
46.92 47.07 12 S
N b - tt
FL FL --- -- 13 14 47.78
1 Z 10+00.00, FIR LANE 9.13 L 4{3. 8" o �O.E}7 4.94
_ _. - 1 18 - 30+67.12 VOLANTE DRIVE i L I FL �� 0 +1'9�)8
FL
T`
--�- - --- 49.25 ------ - ---- � N- �- ------ ------ 2 ------- ------ ---8" S- C N17
9.60 ao 49.58 L I TERSECT I ON
_ 4 9.Q1 1
47.82 ;` S ! -- 06
9.04 Fes- mom- - -_ t... I _.._ 11+94.00 FIG LANE 49.
48 11+30.00 BLACKWOOD FL
2 - 47.63 -- ---- 8 S- ------ - -- 1 1 2 99.38'
,- - ------48 _05
27.9 5 PIG 6 L 8� - _ ^ -2-13W 4
47.73 4T
4 _ 47.60 N i I i I
J m 2 22 8 FL I FL F1 -- P9G11 99.00' 4 m
47.89 I Z 17+58.27 ECR Z
oI FL 5 4 48 W 10+87.00 ECR 48.95! ®) 30+22.02 BCR - �I J 49 /6
v v 3 m 8 S „_,, T?FS I JFL- w `o c) L
4 1 1 4 0' t° Z I 23+03.00 BCR Z 3 2 J 49 58 I 242 m i
� 2
0 0• 5 > PI 5 57.00 71 . CL INTERSECTION J v v EL _) oI
+
_ q,� 2 9 9 / 24+53.92 LACEBARK STREET 49.23 w m I i V co 0
V
N 14+41.20 ECR 6 0 14+39.50 BCR
L-A
co 26+43.22 ECR 26+92.00 VOLANTE DRIVE FL = I o o V) o + (�
MATCHLINE SEE SHT 6
344 48.05 0 48.00 23+93.22 CL C.B. .1 7.86 (� + ' � Q Q
FU 1 18' 8' 1 FL o C.B.# 3 - _'�
' w 362 W=4.0' , V-7.96' m FL Q j
�'I I
m 0 3 0 2 2.I HFIR LANE E3LACK
N , FIG �A�CM0Q' 2
WOOD
00 N 03�tl r T
STREET
ESs�+ 34VOLANT DRIVE
S I'"I A C
r� + �� � E
cqJO8'
Vo
QN
TEF
LACEBARK STREET
CONSTRUCTION NOTES
a
10 CONSTRUCT Bim' MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL.
(SEE GENERAL NOTES 27 & 28)
O2 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003
® CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015
O CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006
bio. 63494
Exp. Sept. X 2006, o
U'a9T CIV1L��`'
OF CAI N
CD
RECORD DR A I GLn
0
0
Z.4 coi
ENGINEER:
(SIGNATURE) (DATE)
U4,40 0 TRUCT CROSS .GUTTER (W=10') PER .CITY OF FONTANA STD. 104 -�
REV. REVISION DESCRIPTION DA E ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION
p BENCH MARK: BASIS OF BEARINGS. CITY OF FONTANA, CALIFORNIA W
O SHOULD CONSTRUCTION OF THE REQUIRED
3 RECORD DRAWING THE BEARINGS HEREON ARE QRpFESS/pN
EL = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO o 9< STREET IMPROVEMENT P LAN S FOR
40 0 40 80 120 OFSJUR�PATavENUETSHowN YEARS OF THE DATE OF APPROVAL SHOWN �`�� ���V R Tyl F� 27555 YNEZ ROAD, SUITE 400 TRACT 1 6074 3
o " '�� '�9
AS NORTH 89°03 21 EAST z B TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: LACEBARK ST. FIG LANE FIR LANE SCALE:
_ CHISELED BOX IN HEREON AND CARRIED FORTH IN m 00
PER PARCEL MAP N0. No.43090 C 13 N S U LT1 N G 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com JJC 455 WEST AS SHOWN
DIAL EASTERLY TOP AVE.; 0' DILIGENT MANNER, THE CITY ENGINEER - - VOLANTE DR . VOLANTE DR . JOB NUMBER o
TW❑ W❑RKING 1.2195, P.M.B.158/28-40; `� Exp. 3/31/04 � o
GRAPHIC SCALE � TAMARIND AVE.; 60' •{x � OF VOLANTE DR. _
BEFORE DAYS BEFORE FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO Q PREPARED NDER THE SUP VISION OF: DESIGNED BY_ LANTE TO LACKwooD ST. TO BLAcKWooD ST. 15-1001
YOU DIG SOUTH OF TAMARIND CT., MAP, SAID BEARING HAD s� �1 V I\
YOU DIG 87
500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH qTF o �o`�`' AP OVER B : DRAWING NO. l
TOLL FREE 1-800-227-2600 0°00'39" To NORTH CONDITIONS AND STANDARDS IN EFFECT. F �a DAT E: / pp CHECKED B 5
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 89°04'00" EAST. MICHAEL A. TYL AN E N0. 43090 EXP. 3-31-04 MAT i2 2M� 36 i
ACTI CI - EE .C'E. 51152 A E:
CURB/CENTERLINE DATA
O
DELTA/BRG
RADIUS
LENGTH
TANGENT
REMARKS
1
19°13'33"
400.00'
134.22'
67.75'
CENTERLINE
2
N89'04'00"E
100.00'
150.77
76.01
CENTERLINE
3
25°10'31"
500.00'
219.70'
111.65'
CENTERLINE
4
11°12'31
380.00'
74.34
37.29
RT. CURB
5
N89°04'00"E
57.00'
RT. CURB
6
90'00'00"
25.00
39.27
25.00
CURB RETURN
7
85 28 29
25.00
37.30
23.10'
CURB RETURN
8
14'34'05"
520.00
132.22 166.47
RT. CURB
9
31°59'23"
62.00'
34.62
17.77
CUL DE SAC
10
249 33 31
38.00
165.51
--
CUL DE SAC
bio. 63494
Exp. Sept. X 2006, o
U'a9T CIV1L��`'
OF CAI N
CD
RECORD DR A I GLn
0
0
Z.4 coi
ENGINEER:
(SIGNATURE) (DATE)
U4,40 0 TRUCT CROSS .GUTTER (W=10') PER .CITY OF FONTANA STD. 104 -�
REV. REVISION DESCRIPTION DA E ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION
p BENCH MARK: BASIS OF BEARINGS. CITY OF FONTANA, CALIFORNIA W
O SHOULD CONSTRUCTION OF THE REQUIRED
3 RECORD DRAWING THE BEARINGS HEREON ARE QRpFESS/pN
EL = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO o 9< STREET IMPROVEMENT P LAN S FOR
40 0 40 80 120 OFSJUR�PATavENUETSHowN YEARS OF THE DATE OF APPROVAL SHOWN �`�� ���V R Tyl F� 27555 YNEZ ROAD, SUITE 400 TRACT 1 6074 3
o " '�� '�9
AS NORTH 89°03 21 EAST z B TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: LACEBARK ST. FIG LANE FIR LANE SCALE:
_ CHISELED BOX IN HEREON AND CARRIED FORTH IN m 00
PER PARCEL MAP N0. No.43090 C 13 N S U LT1 N G 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com JJC 455 WEST AS SHOWN
DIAL EASTERLY TOP AVE.; 0' DILIGENT MANNER, THE CITY ENGINEER - - VOLANTE DR . VOLANTE DR . JOB NUMBER o
TW❑ W❑RKING 1.2195, P.M.B.158/28-40; `� Exp. 3/31/04 � o
GRAPHIC SCALE � TAMARIND AVE.; 60' •{x � OF VOLANTE DR. _
BEFORE DAYS BEFORE FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO Q PREPARED NDER THE SUP VISION OF: DESIGNED BY_ LANTE TO LACKwooD ST. TO BLAcKWooD ST. 15-1001
YOU DIG SOUTH OF TAMARIND CT., MAP, SAID BEARING HAD s� �1 V I\
YOU DIG 87
500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH qTF o �o`�`' AP OVER B : DRAWING NO. l
TOLL FREE 1-800-227-2600 0°00'39" To NORTH CONDITIONS AND STANDARDS IN EFFECT. F �a DAT E: / pp CHECKED B 5
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 89°04'00" EAST. MICHAEL A. TYL AN E N0. 43090 EXP. 3-31-04 MAT i2 2M� 36 i
ACTI CI - EE .C'E. 51152 A E:
CURB/CENTERLINE DATA
DELTA/BRG
RADIUS
LENGTH
TANGENT
REMARKS
1.1
38°39'54"
62.00'
41.84'
21.75'
CUL DE SAC
12
17'59'50"
480.00
150.77
76.01
LT. CURB
13
N89 04 00 E
100.00
LT. CURB
14
12'34'53"
420.00'
92.23
46.30
LT. CURB
1.5
N78016'00"W
194.00'
CENTERLINE
1.6
N78°16'00"W
99.38'
LT. CURB
17
N78°16'00"W
99.38'
RT. CURB
18
N89°04'00"E
194.00'
CENTERLINE
19
N89°04'00"E
99.00'
LT. CURB
20
N89°04'00",E
99.00' 1
RT. CURB
bio. 63494
Exp. Sept. X 2006, o
U'a9T CIV1L��`'
OF CAI N
CD
RECORD DR A I GLn
0
0
Z.4 coi
ENGINEER:
(SIGNATURE) (DATE)
U4,40 0 TRUCT CROSS .GUTTER (W=10') PER .CITY OF FONTANA STD. 104 -�
REV. REVISION DESCRIPTION DA E ENGR. CITY DATE PLANNING ■ DESIGN ■ CONSTRUCTION
p BENCH MARK: BASIS OF BEARINGS. CITY OF FONTANA, CALIFORNIA W
O SHOULD CONSTRUCTION OF THE REQUIRED
3 RECORD DRAWING THE BEARINGS HEREON ARE QRpFESS/pN
EL = 1077.40 IMPROVEMENTS NOT COMMENCE WITHIN TWO o 9< STREET IMPROVEMENT P LAN S FOR
40 0 40 80 120 OFSJUR�PATavENUETSHowN YEARS OF THE DATE OF APPROVAL SHOWN �`�� ���V R Tyl F� 27555 YNEZ ROAD, SUITE 400 TRACT 1 6074 3
o " '�� '�9
AS NORTH 89°03 21 EAST z B TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: LACEBARK ST. FIG LANE FIR LANE SCALE:
_ CHISELED BOX IN HEREON AND CARRIED FORTH IN m 00
PER PARCEL MAP N0. No.43090 C 13 N S U LT1 N G 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com JJC 455 WEST AS SHOWN
DIAL EASTERLY TOP AVE.; 0' DILIGENT MANNER, THE CITY ENGINEER - - VOLANTE DR . VOLANTE DR . JOB NUMBER o
TW❑ W❑RKING 1.2195, P.M.B.158/28-40; `� Exp. 3/31/04 � o
GRAPHIC SCALE � TAMARIND AVE.; 60' •{x � OF VOLANTE DR. _
BEFORE DAYS BEFORE FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO Q PREPARED NDER THE SUP VISION OF: DESIGNED BY_ LANTE TO LACKwooD ST. TO BLAcKWooD ST. 15-1001
YOU DIG SOUTH OF TAMARIND CT., MAP, SAID BEARING HAD s� �1 V I\
YOU DIG 87
500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH qTF o �o`�`' AP OVER B : DRAWING NO. l
TOLL FREE 1-800-227-2600 0°00'39" To NORTH CONDITIONS AND STANDARDS IN EFFECT. F �a DAT E: / pp CHECKED B 5
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 89°04'00" EAST. MICHAEL A. TYL AN E N0. 43090 EXP. 3-31-04 MAT i2 2M� 36 i
ACTI CI - EE .C'E. 51152 A E: