HomeMy WebLinkAbout4824-31.33.
CD
HOR: 1 20'
A
.. .............
4
-4-
--4
25 +
4 4- -1
SCALE:
(1-48Z) T-,
C-,4 ";f -� - 1-1 1 VER: 1
t .. . . . . ..
. . ....... ...
CD
+
Ln
L -
C:) - - ----- -4,
co EXISTING FINISH SURFACE AT C 4 + 4
+
+
L .......
CD (m
(1 487.)
4 47 -4
4 -
(1-467o)
4 (Z) CD cn
Ln
------ 907
(0. 0) +
CD
+
4-
4 C,4
00
4
-4 �2 01) v
t 02
-4 - J t U)
cy------- ----- - -4 +
ox
(1-341
(D T 0 -------
4 CD Lf �67o)
ob
------ �0.46% CD
-4
+ 00 + -4
(1.50/-ol)
4-
-T 4 --- --- -- -----
4-
. ..... ........
co
4
C) M --------
CD Csl
+ C-� zo
E -J
-4-
m m
CD
+ U-) 00 C14
+
c
55/'.')
ro C*11
c3i 4-
U-)
2
Uj
---------- -
+ - ------
4 4-
'17 -4
1.49,-,- 00 ->
F--
+ 4- -841� -0 +
7t771771 7
�3Z
rn
-4
56t- C�,
-4
+ t (.D F- (D cy) co
1up -4 1-3ft 117) 04 m
+ c� (349 kIGH
t
EXIS 4
C3) f 1 - , , TING GROUND
f 4 4 81�.,
4
-4-
Lf) F� -4 -4
C4 m
0� LO
-4
00 r
4 4-- -1
C�l CD
+
. .... .. ... ------
Lc-)
CO C4
21'
+
r- C14 CD 00
Lu
t
4 CB
CD
1247. CD CD
4
T- + r �14
00
c
4
I
Lc) Ln
4 + C6 + cd CO CN
00 00
1 c6-
4- t + C6 + C6
4-- -4---- 00- M
+ 9z 00 -
29 --
-4
JUNIPER AVENUE
DEPRESSION
4- -4
-4 4- PROFILE
4 4
--T r
T
4
*+w 17+W I&M
DW DW
DW DWY -------- -- ---- ---- IDWY DWY
- ----- CN
(OK 9,L)
(M.90 14' 14' EX 16m 16' .(118.76 FS
CENTERINE ENTRANCE EX 20'
(125.15) FS
STA 16+44.72 JUNIPER 19-+
15+00
s -T-
12' SOO' 1 2'52"E 12' 12'
16 + 00 SS\--�S,�,
JUNIPER AVENUE
18+00
00
m m GUY PP PP PROP 3 D V)
CURB (122.87) FS/ 17 EX 16" WTR (119.10) FS 17
F- L� c1:1 (tA
13+52.40
I WTR
MF
(123.81) FS 0 1 m
3 20 1 &12
0, 18 -.4- EX 4 51 Li -i
(125.60) TC 6CD re) --L.) - ---- 12 2-- FS ---
m Lu
-00-" A121 -.4a) FS--- 1-9-.-73)- FS -
+L0 -d-
C-4 0) Ln 00 -L5
(124. tn2.89yFS-- CD C) C-
I'n C*4 C --j C1 C)
I I f"
SAWn --6 =;f�!! cn�
15' 6CD r-) u LLJ
C,� 00
+ cl"
-�t C C-4 m 0-1 C-4 04 CDLO 00 U-)Oq " .9 Ij j 2 PAC BELL ci� co Vo STAND PIPE + Lo +cc) r, + 06 r-: +oo r-
00 U,)0') C14 C:)rq Ic! cy) cli MH aor,� q SIGN + 00 r--: 00-- 00-- 00- -0')-
C + rei + + C-4 C-4 +CD c) +6 0i 117) C-4 CIJ LO C14 04 to CN c*4 EX ROW 04 uld-" 16' ',!2 3 --- X(7 16' t 16' -1 1.48% - -------
N 1.5438
1.30% R=1 6' 1.45% R 16-\ 7 n7.
L t ------
18 (:D�26' r 1 5 7.0' 1 CASE A 01 11-.-QU
PID 12' CASt. a I k
APN:0251-034-35 DWY GB
f
4
4.
t
5 6 2 51 50 10
SOO*12'5fF 96396' 9.5' C-4 - SOgl2'52"F 237.45 9
S 50
S48-�7'41 -E
Row-7FF 2
- - ---------
)R1?0 6.02
6.03
SO?
19
49.05'
STREET IMPROVEMENT NOTES;
1 INSTALL CITY OF FONTANA STD 1000 8" CURB AND GUTTER.
INSTALL 4" THICK PCC SIDEWALK TO CITY OF FONTANA STANDARD 1006.
INSTALL 4.5" MIN ASPHALT PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE IN
ACCORDANCE TO THE SOILS REPORT.
EXISTING LOCATION OF STREET LIGHT ATTACHED TO ITEM TO BE RELOCATED.
PER SEPERATE PLAN
5 INSTALL CITY OF FONTANA STANDARD STREET LIGHT, SEE STREET LIGHT PLAN.
�6 INSTALL CITY OF FONTANA STD 1003 CURB RETURN ACCESS RAMP.
D-
7 INSTALL CITY OF FONTANA STD 1002 COMMERCIAL DRIVEWAY, WIDTH AS SHOWN.
8 INSTALL CITY OF FONTANA STD 1002 RESIDENTIAL APPROACH, WIDTH AS SHOWN.
9 INSTALL CITY OF FONTANA CURB OPENING CATCH BASIN, SEE PUBLIC STORM DRAIN PLANS.
10 INSTALL CITY OF FONTANA STD 3003 LOCAL DEPRESSION.
11 ELECTRICAL POLE AND APPURENTANCE TO BE REMOVED AND INSTALLED UNDERGROUND.
12 ITEM TO BE ADJUSTED TO FINISH GRADE.
13 ITEM TO BE RELOCATED PER PURVEYORS STANDARDS.
&14- ITEM TO BE REMOVED AND ABANDONED PER PURVEYORS STANDARDS.
15 - INSTALL SIGN, SEE SIGNING AND STIRPING PLAN UNDERSEPERATE COVER.
RELOCATED FIRE HYDRANT TO LOCATION APPROVED BY FIRE AND PURVEYOR.
SAWCUT AND REMOVE EX AC PAVEMENT AND ADJACENT CURB AND GUTTER. JOIN
PER TYPICAL SECTION, SHEET 3.
18 PROTECT ITEM AS NOTED.
19 SEE ON SITE STORM DRAIN PLANS FOR PIPE INSTALLATION.
INSTALL 6.5" MIN ASPHALT PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE IN
ACCORDANCE TO THE SOILS REPORT.
(-21)--- GRIND AND OVERLAY 0.1' MIN AND 5' WIDE FROM EDGE OF SAWCUT.
PFK11-I4kAAPVe
E'LY Wly
EX & P P
PROP R W
R/W 77'
54'
ct 34'
20'
10' 20' EX. STREET 14' 6.5' 5- -0 5'
EX. PAVEMENT 17.5' 1 PROP. PROP. PROP.
SAWCUT LINE -jl()
F- LL. 1 1) L, �-- -01
-j
ZZ70-
ra' r1p
\EXISTING PAVEMENT
5' WIDE GRIND 0.10' MIN
EXIST PAVEMENT AND OVERLAY
0.10' MIN.
JUNIPER AVENUE - TYPICAL SENON.
PUBLIC STREET N.T.S.
LOOKING SOUTH
TI=6.5
CHISELED SQUARE IN WEST CURB RETURN N.W. PREPARED BY: ZIA D
CORNER SLOVER & CITRUS AVENUE ELEV
1067.73
BASIS OF BEARINGS:
1v0NvvWvvvvvvvvvv~
THE CENTERLINE OF JUNIPER AVENUE SHOWN 18 TFiCHNOLOGY, STE L54
AS N 00*12'52" W, PER CITY OF FONTANA, IRVR-4F. CALIFORNa 92618 DIAL TWO WORKING
PARCEL MAP NO. 4778, RECORDED IN BOOK CONSULTING, INC. T. 949.7w -66w BEFORE DAYS BEFORE
63, PAGES 23-24, INCLUSIVE, OF CIVIL ENGINEERING F. 949.7%46os YOU DIG YOU DIG
MISCELLANEOUS MAPS IN THE OFFICE OF THE I ANn DI Akikilkid-1 k Q"0VVV11J91- WWWrVr-f?JrWPT
I TOLL FREE I --- -227-2600 L)
COUNTY RECORDER OF SAN BERNARDINO A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
COUNTY. R EV.
86.4'
SURVEY CL 15' 54'
12' 32.4' 42.5' 1 5.5' 6.0' 1
EX. STREET 12.5 0.5'
EX. PAVEMENT 41.0' PROP. PROP.1 PROP.1
SAWCUT LINE
2. ly.-2.5Z
1-25Z F -(D I
-2%
EXISTING PAVEMENT/ 2
5' WIDE GRIND 0.10' MIN
EXIST PAVEMENT AND OVERLAY
0.10' MIN.
VALLEY BLVD - TVICAL KUM
PUBLIC STREET N.T.S.
LOOKING WEST
TI -10.5
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO w -
YEARS OF THE DATE OF APPROVAL SHOWN HEREON 4.1 DRAWN BY:
DSK
AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 520
CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp. 6/30/2010 DESIGNED
PLANS TO BRING THEM INTO CONFORMANCE WITH clvl\� DSK
REVISION DESCRIPTION
M4 1 K6 5 13/-Zol-3 I V5 OF 60' Date -?--to CHECKED�
I)ATE I ENGR. TCI�tAT STANDARDS IN EFFECT. NINCENT W SCAqPATI P.E. 33520 vs
z
0
CURVE
LENGTH
RADIUS
Sly
F-
N'LY
EX &
V)
z
0
P F
R W
PROP
R/W
c)
42.32
200.00,
110'
21.24
86.4'
SURVEY CL 15' 54'
12' 32.4' 42.5' 1 5.5' 6.0' 1
EX. STREET 12.5 0.5'
EX. PAVEMENT 41.0' PROP. PROP.1 PROP.1
SAWCUT LINE
2. ly.-2.5Z
1-25Z F -(D I
-2%
EXISTING PAVEMENT/ 2
5' WIDE GRIND 0.10' MIN
EXIST PAVEMENT AND OVERLAY
0.10' MIN.
VALLEY BLVD - TVICAL KUM
PUBLIC STREET N.T.S.
LOOKING WEST
TI -10.5
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO w -
YEARS OF THE DATE OF APPROVAL SHOWN HEREON 4.1 DRAWN BY:
DSK
AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 520
CITY ENGINEER MAY REQUIRE REVISIONS TO THE Exp. 6/30/2010 DESIGNED
PLANS TO BRING THEM INTO CONFORMANCE WITH clvl\� DSK
REVISION DESCRIPTION
M4 1 K6 5 13/-Zol-3 I V5 OF 60' Date -?--to CHECKED�
I)ATE I ENGR. TCI�tAT STANDARDS IN EFFECT. NINCENT W SCAqPATI P.E. 33520 vs
SCALE: 1 20'
0 10 20 40
CITY OF FONTANA, CALIFORNIA_
STREET IMPROVEMENT PLAN
SCALE:
AS SHOWN
&ONDER AVENE DATE:
4/20/09
APPR6VED DRAWING NO.:
DAT9� 4824
CITY ENGIREER R.C.E. 51152 3
0
0
0
0
1L
0
0
Ld
fr
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TAN
C1
28.22
150.00
10'46'44"
14.1
C2.
42.32
200.00,
12*07'30"
21.24
C31
54.931
35.00189*55'39"
3496
SCALE: 1 20'
0 10 20 40
CITY OF FONTANA, CALIFORNIA_
STREET IMPROVEMENT PLAN
SCALE:
AS SHOWN
&ONDER AVENE DATE:
4/20/09
APPR6VED DRAWING NO.:
DAT9� 4824
CITY ENGIREER R.C.E. 51152 3
0
0
0
0
1L
0
0
Ld
fr