HomeMy WebLinkAbout4055-2TWINBERRY COURT o WALNUT AVENUE
o SEE RIGHT LINE OF SIGHT a
0 60' 300' 40 MPH o SEE CITY DWC N0. 3695
Ua SHEET 2 OF 2
° 1 1 X
oU' v 1 18' 18' 1 w PROPOSED 8" WATER N
z N o+ o� o v o[BY OTHERS N .r
ZD
5 rn ^ 17 " ^ i EXISTING
N PROPOSED R/W o + ^ 72+24.53 BCR I
wm- F 1453.81 TC I
13+04.88 BCR w 13+04.88 BCR('453.81
3 1448.85 TC 1448.99 TC 3 L1
8 4 4 PROPOSED R W I
w A A w I { B i
�j7 2 11 N 1 11 11 4
5- N�2_l6' E 312_48,1h
12 N o 8 4 11 13+12
72+79
CONSTRUCTION NOTES B
I SED SEWER
�I 1
5 1L' 3 5 P CITY DWG. NO. 4074
(D—CONSTRUCT 4" AC PAVEMENT (MIN) OVER 12" OF 95% COMPACTED NATNE SOIL TYP. PROPOSED RI W 73+34.53 ECR I I
(SEE GENERAL NOTE 31 & 32) (1454.31 1C) 2 t
CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 11+34.48 CL WINTE NIGHT AVENUE=
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE I SHOWN 0 PLAN 3 13+49.8'8 CL TWINE RY COURT co 1 25 253
!� L 1
CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1006 1 "' 5 5' t
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 1005, W=16' UNLESS N07ED 0 ERWISE `^
61 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. STD. DWG. NO. 313-2, CASE "B' AS SHOWN ON SHEET 3 VI/INTER NIGHT AVENUE 9 UNE OF SIGHT
(WIDTH AS SHOWN ON PLAN) 300' 40 MP
D CONSTRUCT CATCH BASIN PER S.P.P.W.C. STD. DWG. NO. 300-2, AS SHOWN ON SHEET 3
(CASE AS SHOWN ON PLAN)
8 INSTALL 5800 LUMEN HPSV (70 WATT, 17) LUMINAIRE PER CITY STD. 1016
9 INSTALL STOP SIGN, PAINT STOP BAR & LEGEND PER CITY STD. DWG. NO. 139 & CALTRANS STD.
10 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
11 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 139
12 REMOVE EXISTING CURB AND GUTTER
13 REMOVE EXISTING SIDEWALK
14 CONSTRUCT BARRICADE PER CITY STD. DWG. NO. 118
15 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN)
16 INSTALL KATCHALL-AM CURB INLET FILTRATION DEVICE PER DETAIL ON SHEET 3
O REV, REVISION DESCRIPTION
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MM/✓JNMYWNI.�.�14N
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
5 TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
L
to H
A.C. PAVEMENT OVERLAY
(MIN. 0.10' THICKNESS)
PROPOSED 2' 5'
AC. PAVEMENT MIN, MIN, 0.10' MIN.
GRIND EXIST.
SAWCUT AND REMOVE EXISTING A.C. PAVEMENT
EXISTING AC PAVEMENT A.C. PAVEMENT (MIN. 0.10' THICKNESS)
RAISED MEDIAN
TYPICAL PAVEMENT IOIN DETAIL
12
3
SOX C'�\ p5
\O 6�
CL WINTER NIGHT AVENUE= Dy��,pA�
CL WALNUT AVENUE rs
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
PROPOSED 24" RCP
PER CITY DWG. NO.
BASIS OF BEARING
THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE
CENTERLINE OF WALNUT AVENUE AS SHOWN ON TRACT 16572,
';�ui � uwy/
Ln J,W=15,�
--
7G�
i
10�
075
2
510 . i
40 0 20 40 80 160
(IN FEET)
I" = 40 FT.
WINTER NIGHT AVENUE
SEE LEFT
13
7.17'
LOC
CURVE & LINE
TABLE
14
m
0
^
15
PROPOSED R/W
RADIUS
DELTA
LENGTH
TANGENT
A
25'
90'00'00"
39.27'
25'
B
35'
9900'00"
54.98'
35'
C
38'
212'31'13"
140.95'
130.29'
D
112'
16'15'370
31.78'
16'
A.C. PAVEMENT OVERLAY
(MIN. 0.10' THICKNESS)
PROPOSED 2' 5'
AC. PAVEMENT MIN, MIN, 0.10' MIN.
GRIND EXIST.
SAWCUT AND REMOVE EXISTING A.C. PAVEMENT
EXISTING AC PAVEMENT A.C. PAVEMENT (MIN. 0.10' THICKNESS)
RAISED MEDIAN
TYPICAL PAVEMENT IOIN DETAIL
12
3
SOX C'�\ p5
\O 6�
CL WINTER NIGHT AVENUE= Dy��,pA�
CL WALNUT AVENUE rs
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
PROPOSED 24" RCP
PER CITY DWG. NO.
BASIS OF BEARING
THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE
CENTERLINE OF WALNUT AVENUE AS SHOWN ON TRACT 16572,
';�ui � uwy/
Ln J,W=15,�
--
7G�
i
10�
075
2
510 . i
40 0 20 40 80 160
(IN FEET)
I" = 40 FT.
WINTER NIGHT AVENUE
SEE LEFT
13
7.17'
LOC
a (
? O
14
m
0
^
15
PROPOSED R/W
=
�`
16 o
a
o
a
17
U
w
�
o
+
-
1
61'
3r -- 3r
20' I 20'
1
'
I
m
o+4
r,�
5
PROPOSED 8"
11+77.48 BCR
3
WATER BY OTHERS
1450.16 TC
24'i
24'
C
kb
iv
w
w
w w
w3
0
10
-
--
D
11
-----I-
N 89'57'44" W
---I
2
-----�---
13
z
S
S
24 1
I 24 13
—1_14
24'
v1
PROPOSED R/W
10+91.48 ECR
3
a
1448.94 TC
wo
+
+v
�
9"
8
7
6
500
9.23'
OD
PROPOSED 6" SEWER LOC
PER CITY DWG. NO.
4074
r
Prepared By:
ALLARD ENGINEERING
Civil Engineering - [and Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
Ric Qu a-11
Aa and J. `Allam, B C.E. 360.52 hate
(expires 6/30/2018)
ma
v
TWINBERRY COURT
9
LEGEND: , o
INDICATES PROPOSED A.C. PAVEMENT
® INDICATES REMOVE EXISTING AC. PAVEMENT
® INDICATES OVERLAY EXISTING A.C. PAVEMENT
QROFESS/0 CITY OF FONTANA, CALIFORNIA
���z�oNo J. -1 < F2 STREET MOVEMENT PLANS
e DRAWN BY: TRA NO. 17317 TWINBERRY COURT SCALE:
No. J.
m AE & WINTER NIGHT AVENUET * 250' AS NOTED
w m DESIGNED BY: DATE:
Exp. 6/30/18 AD NUT AVETO WALNUT AVE MARCH, 2006
c1V1�- f\P CHECKED BY: APPR BY: /7 3O l DRAWING NO.: Z
OF CAS' ml GATE: r�
CITY ENGINEER R.C.E. 51152 �55 3
Filename: M:\dwg\12911\FINAL DESIGN\ STREET\ 17317-ST02.dwg
M.B. 304138-44, BEING N 89'57'44" W
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DECENT MANNER, THE CTIY ENONEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDMONS AND STANDARDS IN EFFECT
PREPARED FOR:
Stmtham Hwws
2201 Dupont Drive, Suite 300
Irvine, CA 92612
(949) 833-1554 ext.226
(949) 833-7853
SITE BENCHMARK
SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2' I.P.
WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENUE.
ELEVATION; 1395.16
4074
r
Prepared By:
ALLARD ENGINEERING
Civil Engineering - [and Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
Ric Qu a-11
Aa and J. `Allam, B C.E. 360.52 hate
(expires 6/30/2018)
ma
v
TWINBERRY COURT
9
LEGEND: , o
INDICATES PROPOSED A.C. PAVEMENT
® INDICATES REMOVE EXISTING AC. PAVEMENT
® INDICATES OVERLAY EXISTING A.C. PAVEMENT
QROFESS/0 CITY OF FONTANA, CALIFORNIA
���z�oNo J. -1 < F2 STREET MOVEMENT PLANS
e DRAWN BY: TRA NO. 17317 TWINBERRY COURT SCALE:
No. J.
m AE & WINTER NIGHT AVENUET * 250' AS NOTED
w m DESIGNED BY: DATE:
Exp. 6/30/18 AD NUT AVETO WALNUT AVE MARCH, 2006
c1V1�- f\P CHECKED BY: APPR BY: /7 3O l DRAWING NO.: Z
OF CAS' ml GATE: r�
CITY ENGINEER R.C.E. 51152 �55 3
Filename: M:\dwg\12911\FINAL DESIGN\ STREET\ 17317-ST02.dwg