HomeMy WebLinkAbout3975-4L
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IIIN -EXIST-1 -GROUND 1 54 -.95 -1 -LOC 9 i -i I 9 i i i - - - I !-- , OF CONSTRUCRON,
ENTELIN 14095 -LEFT -DF-CENTELIN 91 4 II50.00--i -VC-! I1 IC*-- i -A- I -jt 41 to& c 0, IT- 11A7cI A- I+ Lo C14 LO AN=.2.-09 �T !0_ -1 7 .5 -TAN= N 0. + aS IIIITOPFOF��GURB- JILL-- —PROPOSED7 0) C-4 AT120*'-LEFr--OP----CENTERLINE- 00 U') y CD C) - :---Pl-- 74.. It =14 L-57-11- -RO,POSED--F1N1SH-..-, 7 IIIIcn W -CENTEL& ER
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CYPRESS AVENUE
RE Cff DWG NO. 3978
12 20 Icr cn a cc F-- n LLJ C/) CL C) �IE W� C.D En
z: 00
I= LO cf) LO 16
LO In �5 CL Z Q
1473.401 EXISTING R/W FL 10+00.0 CL WESTMOOR PLACE 41+56.12 CL CYPRESS AVE 1472.98 FL 1472.56
FL
co ce cn cn 00 U- C.D C3 C:j LO
cn 8 U cn
lei
TOLL FREE -qmmmmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
12 YET2�8 1 16 1 w
�0) TYP. 7 12+70.14 ECR
. -PROPOSED RIW 1471.23 TC
PROPP,SED 8" SEWER
PER Ty DWG. NO. 3976
LINE OF SIGHT
12
300' 40 MPH
5
41 +01 X8 BCR
LENGTH
(1472.50
A
35.00'
7
54.95'
34.97'
Ui cn
4
lo,
9
k?
-74
C
25.DOt
m
0
Uj
cm
D
73 72
71
31.79'
a'
70
CO
212*31.'13"
140.95
cn
;�
Ui
p
50.00'
N7384239V
G
50.00,
N7T46'07"E I
coin
a
PROPOSED 8m WATER
C*4
11
>- U.,
42+11.10 ECR
BY -OTHERS
(0
LO
(1474.80 Tic')
co
+ CL
cq
CN
+
V-
+
P-- cj
11
B::
+
12 YET2�8 1 16 1 w
�0) TYP. 7 12+70.14 ECR
. -PROPOSED RIW 1471.23 TC
PROPP,SED 8" SEWER
PER Ty DWG. NO. 3976
LINE OF SIGHT
U -j
300' 40 MPH
5
41 +01 X8 BCR
LENGTH
(1472.50
A
35.00'
7
54.95'
34.97'
Ui cn
CL
9
55.00'
35.03'
C
25.DOt
m
0
Uj
9
D
73 72
71
31.79'
a'
70
69
212*31.'13"
140.95
cn
;�
to'
50.00'
N7384239V
G
50.00,
N7T46'07"E I
coin
a
PROPOSED 8m WATER
C*4
11
>- U.,
BY -OTHERS
(0
LO
co
+ CL
cq
CN
+
V-
+
P-- cj
11
B::
+
+
(?TYP.
0 cn
cn -�c
12 YET2�8 1 16 1 w
�0) TYP. 7 12+70.14 ECR
. -PROPOSED RIW 1471.23 TC
PROPP,SED 8" SEWER
PER Ty DWG. NO. 3976
LINE OF SIGHT
300' 40 MPH
RADIUS
41 +01 X8 BCR
LENGTH
(1472.50
A
35.00'
8905728
54.95'
34.97'
Ui cn
35.00'
LO
55.00'
35.03'
C
25.DOt
2
LIMITEI) USE AREA
25.00'
12 YET2�8 1 16 1 w
�0) TYP. 7 12+70.14 ECR
. -PROPOSED RIW 1471.23 TC
PROPP,SED 8" SEWER
PER Ty DWG. NO. 3976
K
CURVE & LINE TABLE
0
RADIUS
DELTA
LENGTH
TANGENT 13EARING
A
35.00'
8905728
54.95'
34.97'
6
35.00'
9TO2200"
55.00'
35.03'
C
25.DOt
9(YOO'00"
39.27'
25.00'
D
112.00'
16*15'37n
31.79'
16.00 f
.E
38.00"
212*31.'13"
140.95
F
50.00'
N7384239V
G
50.00,
N7T46'07"E I
K
El
13
MIRABELLE
SE SHEET NO. 5
68 67 -66 65 48
33.88.0
LoC Uj 00 q N LO .1� 0 PROPOSED M + to cn 49
TYP. j PROPOSED R/W
14 15
NMI 59'1 IVW 00
.14 BCR
1471.30 TC
`—PROPOSED 24 STORM DRAIN
PER CITY DWG. NO. 3977
I
Ltfl�
WESTMOOR PLACE
Q
co
62
16
2 LOC
63
mej
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
BASSO OF -BMNO& BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE
BEING NORTH 8958'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN
MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY.
PREPARED FOR: CITY OF FONTA14A BM --361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
YH WALNUT LLC OF BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01, SINCE DESTROYED
10370 TRADEMARK STREET
RANCHO CUCAMONGA, CA. 91730 SUE ffiNCHMAW
TEL (909) 291-7600 SW CORNER, SEC. 31, T.1N., R.5W., S.BM.-2n I.P.
FAX (909) 291-7630 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
I aH-VATI& 05*
0111
51
us"
19M
.MNU.
INDICATES PROPOSED A.C. PAVEMEfiff
INDICATES REMOVE EXISTING A.C. PAVEMENT
INDICATES OVERLAY EXISTING A.C.PAVEMENT
I I- N N 11 . INDICATES LIMITED USE ARFA
Prepared By:
ALLARD ENGINEERING_
Civil Engineering - Land Surveying - Land Plaming
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, R.C.E. 43976 Date
(expires 6/30,12007)
CLAMIC SCAff
40 0 20 40 80
(IN fffr)
IM= 40 FT.
160
'CONSTRUCTION NOTES
CONSTRUCT 4- AC PAVEMENT IN) OVER 12- OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32�
3 CONSTRUCT 6 PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 4 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8 5 CONSTRUCT 4" PCC SIDEWALK PER CITY SID. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON 6 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 7 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 1005, W=16' UNLESS: "NOTED OTHERWISE 8 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-19 AS SHOWN ON SHT 7 ... ... 0— (CASE AS SHOWN ON PLAN)
9 CONSTRUCT CATCH BASIN PER AP.W.A. STD. DWG. NO. 300-2v AS SHOWN ON SHT 7
(WIDTH AS SHOWN ON PLAN)
INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE PER CITY DWG. NO. 10 1 6
1 1 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
13 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
14 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (f MIN.)
15 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON SHEET 1
1-6 REMOVE EXISTING CURB & GUTTER
17 REMOVE EXISTING TEMPORARY SIDEWALK
D J. &Y4441, AR4 5&4 � 61&e4 eZINC7 03 C-0 rn
Lu cj= NO -36052 - .tc) * Exp. 6-30-20 7 �Ll LP CIVIL OF CW�"
'ss /0 CITY OF FONTANA, CALIFORNIA �:�Y S. STREET IMPROVEMENT PLANS
DRAWN BY: SCALE: rn MACT NO. 16723
No. 43976 m AE AS NOTED
DATE.
Exp. 6/30/07 DESIGNED BY. WESTMOOR PLACE
ML A VE
C/ CHECKED BY.
0"a ?4 ml J-44. 1 ,
OCTOBER, 2005 DRAWING NO.: DATE: R C APIE I I -52 3975 Filename: M:\dwg\15931 \Final Design\STREETS\TR16723-ST04.dw9
REVISION DESCRIPTION ---------
El
13
MIRABELLE
SE SHEET NO. 5
68 67 -66 65 48
33.88.0
LoC Uj 00 q N LO .1� 0 PROPOSED M + to cn 49
TYP. j PROPOSED R/W
14 15
NMI 59'1 IVW 00
.14 BCR
1471.30 TC
`—PROPOSED 24 STORM DRAIN
PER CITY DWG. NO. 3977
I
Ltfl�
WESTMOOR PLACE
Q
co
62
16
2 LOC
63
mej
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
BASSO OF -BMNO& BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE
BEING NORTH 8958'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN
MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY.
PREPARED FOR: CITY OF FONTA14A BM --361
R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER
YH WALNUT LLC OF BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01, SINCE DESTROYED
10370 TRADEMARK STREET
RANCHO CUCAMONGA, CA. 91730 SUE ffiNCHMAW
TEL (909) 291-7600 SW CORNER, SEC. 31, T.1N., R.5W., S.BM.-2n I.P.
FAX (909) 291-7630 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
I aH-VATI& 05*
0111
51
us"
19M
.MNU.
INDICATES PROPOSED A.C. PAVEMEfiff
INDICATES REMOVE EXISTING A.C. PAVEMENT
INDICATES OVERLAY EXISTING A.C.PAVEMENT
I I- N N 11 . INDICATES LIMITED USE ARFA
Prepared By:
ALLARD ENGINEERING_
Civil Engineering - Land Surveying - Land Plaming
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, R.C.E. 43976 Date
(expires 6/30,12007)
CLAMIC SCAff
40 0 20 40 80
(IN fffr)
IM= 40 FT.
160
'CONSTRUCTION NOTES
CONSTRUCT 4- AC PAVEMENT IN) OVER 12- OF 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32�
3 CONSTRUCT 6 PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 4 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8 5 CONSTRUCT 4" PCC SIDEWALK PER CITY SID. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON 6 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 7 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 1005, W=16' UNLESS: "NOTED OTHERWISE 8 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-19 AS SHOWN ON SHT 7 ... ... 0— (CASE AS SHOWN ON PLAN)
9 CONSTRUCT CATCH BASIN PER AP.W.A. STD. DWG. NO. 300-2v AS SHOWN ON SHT 7
(WIDTH AS SHOWN ON PLAN)
INSTALL 5800 LUMEN HPSV (70 WATT; #7) LUMINAIRE PER CITY DWG. NO. 10 1 6
1 1 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139
12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
13 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109
14 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (f MIN.)
15 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN ON SHEET 1
1-6 REMOVE EXISTING CURB & GUTTER
17 REMOVE EXISTING TEMPORARY SIDEWALK
D J. &Y4441, AR4 5&4 � 61&e4 eZINC7 03 C-0 rn
Lu cj= NO -36052 - .tc) * Exp. 6-30-20 7 �Ll LP CIVIL OF CW�"
'ss /0 CITY OF FONTANA, CALIFORNIA �:�Y S. STREET IMPROVEMENT PLANS
DRAWN BY: SCALE: rn MACT NO. 16723
No. 43976 m AE AS NOTED
DATE.
Exp. 6/30/07 DESIGNED BY. WESTMOOR PLACE
ML A VE
C/ CHECKED BY.
0"a ?4 ml J-44. 1 ,
OCTOBER, 2005 DRAWING NO.: DATE: R C APIE I I -52 3975 Filename: M:\dwg\15931 \Final Design\STREETS\TR16723-ST04.dw9