HomeMy WebLinkAbout3823-2411
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A.
25917
MKS
EXIST. 5'-'-��-fiitfj�
T.
SIDEWALK
T - FR - rl-\ 'C' T -1 E '),
Underground Service Alleri""
fFOR
Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS
BEFORE YOU DIG 0/
OWNER / DEVELOPER:
NEWWEST HOME
450 NEWPORT CENTER DRIVE, SUITE *80
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-9310
Ili INT. 18+19.22 HEMLOCK AVENUE
- r' r--) A /- - r' -1 r�, r) -I r�,
H M OCK AV NU
SCALE: 1 40'
T
0 20' 40' 80, 120' 16
INT. 20+00.00 HEMLOCK AVENUE
Ir�
E -j J\J]J-� 0 CK
F-ji rj\jlrj\]-rl Ry
40 . A, -
FT"' 'A 0 0 L
1`7
Cl) M
awk
F',7/771
A
A.C. OVERLAY
DELTA
NEW A.C. PAVEMENT
LENGTH
TANGENT
/-A—\
\f2j
I 90100,00"
25.00'
39.27'
25.00
/-D \
\LDJ
90*52'10"
25.00'
39.65'
25.38'
-- ----------
10-27'01
301.00'
7-
27.53'
nD
10-25'28-
301.00'
-7-
27.46'
16*15'37"
112.00'
31.79'
16.00'
--4-
4
j
112.00'
31.78'
16.00'
12*31'13"
i 38.00' -r140.95'
EXIST. 5'-'-��-fiitfj�
T.
SIDEWALK
T - FR - rl-\ 'C' T -1 E '),
Underground Service Alleri""
fFOR
Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS
BEFORE YOU DIG 0/
OWNER / DEVELOPER:
NEWWEST HOME
450 NEWPORT CENTER DRIVE, SUITE *80
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-9310
Ili INT. 18+19.22 HEMLOCK AVENUE
- r' r--) A /- - r' -1 r�, r) -I r�,
H M OCK AV NU
SCALE: 1 40'
T
0 20' 40' 80, 120' 16
INT. 20+00.00 HEMLOCK AVENUE
Ir�
E -j J\J]J-� 0 CK
F-ji rj\jlrj\]-rl Ry
40 . A, -
FT"' 'A 0 0 L
1`7
Cl) M
awk
F',7/771
A
A.C. OVERLAY
DELTA
NEW A.C. PAVEMENT
T R _rl-\- T
r- r)
70 D 0 1:)
C"
32'
1,112 m' w 14, V
INT. 10+00.00
1;TA 1 R4-1 Q 9
T JR -rl--\ (- T -1 J'il
EX6. R/W
EXIST ST. U9
---------- ----
EXIST IMPROVEMENTS
PER TR. 16216
�WG NO. 3244 7z
ZE-ET 4)
z
0
U
il I i .� 1� - - - r—'-) i -CONSTRUCTION NOTES
MI(LER AVENUE 1 CONSTRUCT 6' CURB & GUTTER PER CITY OF FONTANA STD. PLAN NO. 1003
SEE SHEET 3 2 CONSTRUCT X -GUTTER PER CITY OF FONTANA STD. PLAN NO. 105 (MODIFIED W=8')
M- CONSTRUCT STANDARD CUR13 RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1006
1TV AC EYWTAIdA CTn Di ALI Lin I ni r,
-VUL"P%U\ r -Ln %,
6 &5 CONSTRUCT 4 1/2- MIN. A.C. PAVEMENT OVER 12- COMPACTED TO 95% NATIVE MATERIAL
SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT
AS SHOWN ON DETAIL ON SHEET 1 E
7 INSTALL STREET NAME SIGN PER CITY OF FONTANA STD. DETAIL NO. 139
y ---LINE OF SIGHT 9 REMOVE EXISTING 8m CURB & GUTTER
n'�-- CONSTRUCT 6- TO 8" C F TRANSITION (REFER TO CITY OF FONTANA STD. PLAN NO. 1003)
INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE
(REFER TO CITY OF FONTANA STD. DETAIL NO. 139)
14 @12 INSTALL 58M LUMEN H.P.S.V #7, 25' HIGH STREET LIGHT PER CITY OF FONTANA STD. PLAN NO. 1016
8 - CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. DETAIL NO. 102
15 REMOVE EXISTING A.C. PAVEMENT
17 APPLY THERMOPLASTIC "STOP* LEGEND PER CALTRANS STD. PLAN NO. A24D
APPLY THERMOPLASTIC 12m SOLID WHITE STRIPE PER CALTRANS STD. PLAN NO. A24E
HEMLOCK
AVENUE
SEE LEFNr�/
HEMLOCK
AVENUE
SEE LEFT
BENCHMARK: SEAL4NGINEER
Cwf ax on 31 Uy.- I J" SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS FESS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF A
NAIL IN POLE #15W697E APPROVAL SHOWN HEREON AND CARRIED FORTH IN A —C1)
0 Ax
S.W. CORNER SULTANA & BASELINE DEIGENT MANNER, THE CITY ENGINEER MAY REQUIRE rn
No. 25917 3
REVISIONS TO THE PLANS TO 8111ING THEM INTO Exp. 12/31/05
CONFORMANCE WITH CONDITIONS AND STANDARDS IN Clvk\�
EFFECT.
MARK BY DATE APPPR- DATE OF C W
ENGINEER REVISIONS CITY
LINE OF SIGHT
L111L ur
SIGHT
sox
14
CIRC
CSL ENGINEERING, INC._
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(951) 785-5122 FAX (951) 785-5180
PREPARED BY: R.C.E. NO. 25�1 7
(EXP. 12/31/05)
DATE:
RICHARD A. SCIANNI
A
CURVE DATA
0
DELTA
RADIUS
LENGTH
TANGENT
/-A—\
\f2j
I 90100,00"
25.00'
39.27'
25.00
/-D \
\LDJ
90*52'10"
25.00'
39.65'
25.38'
(C-�
10-27'01
301.00'
54.90'
27.53'
nD
10-25'28-
301.00'
54.76'
27.46'
16*15'37"
112.00'
31.79'
16.00'
16"15'36"
112.00'
31.78'
16.00'
12*31'13"
i 38.00' -r140.95'
i -
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: TRACT 16458 SCALE:
SE RED SOX CIRCLE 1"=40'
DESIGNED BY: HEMLOCK AVE. F OM MILLER AVE. DATE:
SE TO 330.�� SPPT? OF MILLER AVE. APRIL, 2005
CHECKED By . rED B - DWG. NO. SHEET
JJL LI)4 7- -Z 7-0105 3823 2 OF 3
'bTY ENGINEER: RICARDO SANDOVAL. R.C.E. 51152 1
JN667/07-21 -05/667s1p2.DWG/S:40