HomeMy WebLinkAbout3369-39
TRANSITION FROM 8" TO 6" CURB
WITHIN CURB RETURN ---\
1 C
x_18
TRANSITION FROM 8" TO 6" CURB
EXISTING GROUND
LENGTH
39.27\
A
42.00 V.0
WITHIN CURB RETURN ---\
p�F
L.O.C.
12
PI= 1337.85
0 20' LEFT
EXISTING GROUND 39.27'
4 4
4
G1=4.00%
>_
112.83'
@ 20' LEFT
L. C.
G2=1.20%
.4-
47.30'
10+00.00 CL ELDERBERRY COURT
NIA
- A
4 -44
14�'
$co
F
90*00,00"
L.O.C.
70.69'
G
44
U_
�21
4
4 4
4
00
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f<
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1340 LT
10%
�?
<-)
Cn
<.)
00
C�
r<
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t
2
0 .80%
TAN=2.44%
PROPOSED TC 0 20' LEFT -1
U
�
�6
04
co
zt C14
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(0
04
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cm 0.92%
_71.49,z
--0-62%
707607
-
PROPOSED
TC
@ 20' LEFT
TRANSITION FROM 8" TO 6" CURB
WITHIN CURB RETURN ---\
42.00' VC 'C2 EXISTING GROUND
EXISTING GROUND ct:
< PI= 1337.69 1E
a_ Cif @ CENTERLINE--\,
56.00' VC @ CENTERLINE 70.69' Z) Z�u
ci 0
5�
L.O.C. m
PI=1336.00 rn
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an Q_ :, I
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C) C14 n C) n -n +M+ + +
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+ 0%
rn 0.8
0.61% 0.
42.50' VC 42,50' VC -2.50%, TAM- PROPOSED FS 0 CENTERLINE
PROPOSED FS 0 CENTERLINE TAN=
ROPOSED FS 0 CENTERLINE PI= 1336.96 PI= 1337.99- 4.00%
TAN=2.93,% 21.25' 21.25'
3 50 42,50 VC 42.50 VC EXISTING GROUND
.% -
PI=1336.96 PI= 1337.99 @ 20' RIGHT
21.25' 21.25'
46.95'
18.90, 40.98'
- V
u")
CN 00
�0 L06-
1340 RT -44 4. 4 4 -6 1340 RT + 1.20%
ck: ?
p �Q_ Q �2 +
+ 1.20% OR LO 1.20%
C> +
101- 00 00 00 5?
I C� rl-oa C6 C6 CK - n CK CK
CL
CD
LO + C6 (6 n +
Oq P-1 r n n n Ca:)
n C) rn n
c,4 LO ---'S* � � .7- n
n- ZZ \-PROPOSED TC @ 20' RIGHT
-4 0.50%
cz -4-,6 -!2 + - 0.50% 4 - --- - - - -
.51% Aj�_44
TAN= 4 4
-6- 4 4 4 1 TAN -2.42% 2,42% 4
0- -44 �_44 1 4 4 4
t
EXISTING GROUND "It 1, 041 n
@ 20' RIGHT C�! '14: 13� C� CN I It M
EXIST CURB & GUTTER fl- r- r_� r_ P_� r-: rl�
PO n n ni n n n n n
PER TRACT 13929-1 tn n to n n n n n n n
T I �
PROPOSED TC @ 20' RIGHT 112.83' KNUCKLE 42.51' 112.83' KNUCKLE 42.51'
CURB RETURN CURB RETURN
10+100 11+00 12+00
VILLAGE PARKWAY ELDERBERRY COURT
SEE SHEET 2 SEE SHEET 4
82' 'me 46'
41' 41' 23' 23'
24' 18' 18' 18v
Lw 14TJIJ��
a�� � � # I I I � 11 I
FZ
00�
2�4 3
-----------------
PROPOSED RIW I I colk
112
-eL--
LQ
10+00.00 CL BLACKTHORN DRIVE=
PROPOSED R/W
'00 00�
10+86.00 CL ELDERBERRY COURT cc
2 10
Z
U
!l
C, C14
LIMITED USE AREAyC14
ot
1�9_0*
co �U__
0 8"S
04
-
.0 15+70.57 ECR N:- � I I ozo
LIMITS C JUSE EA 00 6 1336.53 TC L 04
+ C14 Z -7-
LQ
+ 00
'no
P
i N 00
C4
0
41,
10+45.00 BCR
?4 1336.86 TC 1337 06 TC 29.50 'T
082-
L3352E (9')
(�S__E
L; N1. A
04
F F I
T-8
-12) N10+00.00 CL ANGELICA LAN
d
16+20.85 CL VILLAGE PARKWAY -
fo -07
L
LO
BC)i
TCI wt,QmZ
C2
C)
f
SE AREA + + � -8
12 8
1 C
x_18
POR. OF
EXISTING GROUND
LENGTH
39.27\
A
42.00 V.0
25.00'
p�F
L.O.C.
12
PI= 1337.85
0 20' LEFT
-44
4 4
4
G1=4.00%
>_
112.83'
TRACT BOUNDARY
11+67.46 CL ANGELICA LANE=
G2=1.20%
Of
10+00.00 CL ELDERBERRY COURT
NIA
-
PROPOSED
RIWI
F
90*00,00"
45.00'
70.69'
G
cou
O
1340 LT
U?
9 a,
T1.2
00
n
f<
+
r` r;
F<
10%
-,0--
-6-
t
0 .80%
TAN=2.44%
PROPOSED TC 0 20' LEFT -1
42.00' VC 'C2 EXISTING GROUND
EXISTING GROUND ct:
< PI= 1337.69 1E
a_ Cif @ CENTERLINE--\,
56.00' VC @ CENTERLINE 70.69' Z) Z�u
ci 0
5�
L.O.C. m
PI=1336.00 rn
L(�/_) � Lun- co an PE n
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an Q_ :, I
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C) C14 n C) n -n +M+ + +
+ ')
+ 0%
rn 0.8
0.61% 0.
42.50' VC 42,50' VC -2.50%, TAM- PROPOSED FS 0 CENTERLINE
PROPOSED FS 0 CENTERLINE TAN=
ROPOSED FS 0 CENTERLINE PI= 1336.96 PI= 1337.99- 4.00%
TAN=2.93,% 21.25' 21.25'
3 50 42,50 VC 42.50 VC EXISTING GROUND
.% -
PI=1336.96 PI= 1337.99 @ 20' RIGHT
21.25' 21.25'
46.95'
18.90, 40.98'
- V
u")
CN 00
�0 L06-
1340 RT -44 4. 4 4 -6 1340 RT + 1.20%
ck: ?
p �Q_ Q �2 +
+ 1.20% OR LO 1.20%
C> +
101- 00 00 00 5?
I C� rl-oa C6 C6 CK - n CK CK
CL
CD
LO + C6 (6 n +
Oq P-1 r n n n Ca:)
n C) rn n
c,4 LO ---'S* � � .7- n
n- ZZ \-PROPOSED TC @ 20' RIGHT
-4 0.50%
cz -4-,6 -!2 + - 0.50% 4 - --- - - - -
.51% Aj�_44
TAN= 4 4
-6- 4 4 4 1 TAN -2.42% 2,42% 4
0- -44 �_44 1 4 4 4
t
EXISTING GROUND "It 1, 041 n
@ 20' RIGHT C�! '14: 13� C� CN I It M
EXIST CURB & GUTTER fl- r- r_� r_ P_� r-: rl�
PO n n ni n n n n n
PER TRACT 13929-1 tn n to n n n n n n n
T I �
PROPOSED TC @ 20' RIGHT 112.83' KNUCKLE 42.51' 112.83' KNUCKLE 42.51'
CURB RETURN CURB RETURN
10+100 11+00 12+00
VILLAGE PARKWAY ELDERBERRY COURT
SEE SHEET 2 SEE SHEET 4
82' 'me 46'
41' 41' 23' 23'
24' 18' 18' 18v
Lw 14TJIJ��
a�� � � # I I I � 11 I
FZ
00�
2�4 3
-----------------
PROPOSED RIW I I colk
112
-eL--
LQ
10+00.00 CL BLACKTHORN DRIVE=
PROPOSED R/W
'00 00�
10+86.00 CL ELDERBERRY COURT cc
2 10
Z
U
!l
C, C14
LIMITED USE AREAyC14
ot
1�9_0*
co �U__
0 8"S
04
-
.0 15+70.57 ECR N:- � I I ozo
LIMITS C JUSE EA 00 6 1336.53 TC L 04
+ C14 Z -7-
LQ
+ 00
'no
P
i N 00
C4
0
41,
10+45.00 BCR
?4 1336.86 TC 1337 06 TC 29.50 'T
082-
L3352E (9')
(�S__E
L; N1. A
04
F F I
T-8
-12) N10+00.00 CL ANGELICA LAN
d
16+20.85 CL VILLAGE PARKWAY -
fo -07
L
LO
BC)i
TCI wt,QmZ
C2
C)
f
SE AREA + + � -8
12 8
1 C
x_18
A/
BEARING
11
LENGTH
TANGENT
A
90*00,00"
25.00'
p�F
25.00'
12
2
-__VARIABLE
WIDTH
9.47'
C
107*44'50"
LANDSCAPE EASEMENT
112.83'
TRACT BOUNDARY
11+67.46 CL ANGELICA LANE=
I NIA
-
10+00.00 CL ELDERBERRY COURT
NIA
-
PROPOSED
RIWI
F
90*00,00"
45.00'
70.69'
G
C) In
C> n Ear
Cn
A/
BEARING
11
LENGTH
TANGENT
A
41' 41'
VILLAGE PARKWAY Air GELICA LANE
REVISION DESCRIPTION
,A
TOLL FREE -qmmmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
1?5C0,1?D Oe/4 WIIN�
DATE I ENGR. I CITY I DATE
3
PROPOSED R/W
14
10+00
ELDERBERRY COURT
SEE SHEET 4
46'
23' 23'
18' 18'
fa
14-
N
04
CL-+--
N90'00'(
9-01--�4-
___8"S -
.11+67.46
10+00.00
-1
SHOULD CONSTRUCTION OF REQUIRED
TRACT NO. 16403-1 CURVEILINE DATA TABLE
94MOVFJWIM NOT COMMENCE WITHIN
A/
BEARING
RADIUS
LENGTH
TANGENT
A
90*00,00"
25.00'
39.27'
25.00'
8
10* 18'42"
105.00'
18.90'
9.47'
C
107*44'50"
60.00'
112.83'
82.20'
D
I NIA
-
E
NIA
-
F
90*00,00"
45.00'
70.69'
G
N79*41'18"W
-
40.98'
3
PROPOSED R/W
14
10+00
ELDERBERRY COURT
SEE SHEET 4
46'
23' 23'
18' 18'
fa
14-
N
04
CL-+--
N90'00'(
9-01--�4-
___8"S -
.11+67.46
10+00.00
-1
SHOULD CONSTRUCTION OF REQUIRED
94MOVFJWIM NOT COMMENCE WITHIN
PREPARED FOR:
TWO YEARS OF THE DATE OF APPROVAL
YOUNG HOMEY
SHOWN HEREON AND CARRIED FORTH IN A
10370 Trademark Street
DILIGENT MANNER, THE CITY ENGINEER MAY
Rancho Cucamonga, Co. 91730
REQUIRE REVISIONS TO THE PLANS TO
(909) 477-6715
BRING THEM INTO CONFORMANCE WITH
Fax (909) 477-6725
CONDITIONS AND STANDARDS IN EFFECT
11+00
12+00
1340 LT
1340 CL
1340 RT I
PROM
HOMM Pzz 4W
13+00 14+00 VERT: Ift- 4'
"77 ORD DOCL-��-E
FUTURE NT
FOXGLOVEPLACE 'T'hese Record Documents have been prep
eu No. 43a76 p,
Exp. "0 used on information provided by others.
4 0esign Professional has not verified the accur
23 23'
civil_ and/or completeness of this information and sq4!
18, 18, OfrCA not be responsible for any errors or C1r11"SsWy1�
Ciyhmay be incorporated herein as a result
Z.4DT E
:P
67
00 � FUTURE R/W
co
L 4-
77 777 7=
8 ilw__,._ ---- - ----
n FUTURE WATER LINE
N90'OQ'00:E
-4-2-
FUTURE SEWER LINE
FUTURE CURB & GUTTER
-ofl]
T
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF
SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE
AVENUE BEING NORTH 89*58'21" WEST AS SHOWN ON TRACT 16085-1, RECORDED IN
MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY.
BENCHMARK ()FESS/0
<
CITY OF FONTANA BENCHMARK NO. 361.
RAILROAD SPIKE IN NORTH FACE OF POWER POLE wNo. 43976 M rn
NO. 1536697E AT THE SOUTHWEST CORNER OF Exp. 6/30/05
SULTANA AVENUE AND BASELINE AVENUE
CIV0-
ELEVATION: 1365.0019 PC 0f
� � 1 4n
4 5
11+46.63 CL BLACIJTHORN DRIVE= I
NOTE.
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
mmi
GRAPHIC SCALE
( IN FEET )
I INCH = 40 FT
CONSTRUCTION NOTES
0- INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT, #7) ON 25 IT
MARBELITE POLE OR APPROVED EQUAL. PER CITY STD. DWG # 1016
�, �CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 AND 32)
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=5', WIDTH=16'
8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
9 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118
10 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
11 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 139
12 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
17 CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104
MODIFIED AS SHOWN (8' WIDE)
AAT5.' 97_A-EET1VAYE- 5107V IW0411V T. ,O
POST,
Prepared By: CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING STREET IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning W
BY, SCALE:
8253 Sierra Avenue DRAWF TRACT NO, 16403-1 AS NOTED
Fontana, California 92335 CHECDESIGNED BY: MGMCA LMV & BLACKTHORN DR
(909) 356-1815 Fax JB EIDERBEMYN COUNT TO 146.V± EAST DATE:
JAPRIL, 2003
1 t, OF 9WERBERRY COURT
I tv--- - KED BY: -APPR ED BY. DRAWING NO.:
David S.
tfarnmer, R.C.E. 43978 to
(expires 6/30/2005) DSH
CITY ENGINEER R.C.E. 51 f5Y =9
filename: M:\aWg\759Ud\Street\104UJ-1\104UJ-1-blUJ.aWg