HomeMy WebLinkAbout5438-2CURVE TABLE
LINE TABLE
LENGTH
RADIUS
LINE #
LENGTH
DIRECTION
L1
28.91'
N12'
06'
02"W
L2
43.10'
N00'
34'
12"W
L3
68.10'
SOO*
33'
00"E
L4
24.00'
N00.
35'
09"W
L10
39.13'
N 83'
39'
30"E
CURVE TABLE
UNE TABLE
LENGTH
RADIUS
UNE #
LENGTH
DIRECTION
L6
58.91'
N89'
22'
08"E
L7
24.00'
SOO*
35'
23"E
L8
31.28'
N06'
24'
59"W
L9
36.23'
S84'
17'
22"E
L10
39.13'
N 83'
39'
30"E
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
Cl
54.91'
35.00'
089' 53' 37"
34.94'
C2
55.04'
35.00'
090' 06' 23"
35.07'
C3
54.89'
35.00'
089' 51' 23"
34.91'
C4
55.01'
35.00'
090' 02' 43"
35.03'
EX. R/W
L5 31.60' NOT 22' 02"E ' 1110' ! ! 1 1 I I / EXISTING PAVEMENT
"V" STA. 9+42.85
55' 55' ; II ; ,' I RELOCATE CAR
LT 47.00', ECR RAMP AS DIRECTED
EX. R W 9 ' TC ELEV 1108.5 BY ENGINEER
** "0" IS FOR STATION ALONG OLEANDER AVENUE / i "0"
"V" 47' 47' ! 1 i 1 0 STA. 10+82.11
V IS 'FOR STATION ALONG VALLEY BOULEVARD 10
LT 22.00', BCR
"
"" ^I 8 V StA. ,9+43.14 I i i 1 I t TC ELEV 1108.25
0 STA. 8+79.25 D.S. CL 18 RT 47: 00 , BCR 1 �I
TC ELEV 1105.64
in" j I TC ELEV 1108.08 i i I 8 19 "0" STA. 10+94.05 C.B. CL
FL ELEV 1104.64 "0" 1 z 1 TC ELEV 1108.33
0 STA. 9+18.11 16 .. , ao + 17 5 I I I i FL ELEV 1107.50
"0" LT 22.00', ECR v 12 FH
0 STA. LT 22.00' TC ELEV 1106.39 25 2 0 2 i I 1 `` - 3 "0" STA. 11+06.05
LT 22 00
GRIND 0.10' MIN
EXIST. PAVEMENT AND
OVERLAY 0.10' MIN.
2' 2'
CONSTRUCTION NOTES
GREMOVE EXISTING FENCE / TREES OR BUSHES O ADJUST EXISTING UTILITY TO GRADE.
1b
REMOVE EXISTING CURB AND/OR GUTTER
G
RELOCATE EXISTING FENCE AS DIRECTED.
1c
REMOVE EXISTING PAVEMENT
11
RELOCATE EXISTING UTILITY. (BY OTHERS)
QROFESS/ON
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41
No. 75793 '°
+ EXP. 6/30/18 ,�
sl9TfpFCAUF���\P
REMOVE EXISTING STORM DRAIN CONCRETE
Prepared Under The Supervision Of :
(� ZI11�::e�
DATE:
CITY OF FONTANA, CALIFORNIA
1d
HEADWALL, DRAINAGE STRUCTURE, CMP, AND RCB
12RELOCATE
FIRE HYDRANT.
REMOVE EXISTING BUSHES AND ROOTS AS DIRECTED
STREET IMPROVEMENT PLAN
G
BY THE ENGINEER.
G
PROTECT IN PLACE.
2
REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND
OTHER HARDSCAPE SURFACE AND REMOVE TO THE14
CONSTRUCT 6" THICK COMMERCIAL DRIVEWAY OVER 12" MIN
LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL
95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD
VALLEY BOULEVARD
AND
OLEANDER AVENUE
BE DISPOSED OF BY THE CONTRACTOR, UNDER
PLAN NO. 1002
CLEARING AND GRUBBING.
15
RELOCATE EXISTING DRIVEWAY GATE
OCONSTRUCT
CURB RAMP OVER 95% COMPACTED NATIVE
PER CITY OF FONTANA STANDARD PLAN NO. 1003.16
CONSTRUCT CHAIN LINK FENCE PER APWA STANDARD PLAN
NO 600-3. MATCH EXISTING CHAIN LINK FENCE.
OCONSTRUCT
4" A.C. TEMPORARY LANDING WIDTH AS
SHOWN ON PLANS.
17
GRIND AND OVERLAY EXISTING PAVEMENT WITH 0.10' AC MIN
PER DETAIL "1" ON SHEET 2.
OCONSTRUCT
8" CURB AND GUTTER OVER 12" MIN 95%
COMPACTED NATIVE PER CITY OF FONTANA STANDARD
PLAN NO. 1000.
18
CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA
MODIFIED STANDARD PLAN NO. 3000. SEE STORM DRAIN
PROFILE AND DETAIL "A".
R E BY:
DAT • /�
CONSTRUCT 8" A.C. DIKE PER CITY STANDARD PLAN
2
5
REV.
6
NO. 1007.
19
CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA
OCONSTRUCT
6.5" MIN. AC PAVEMENT OVER 12" OF 95%
COMPACTED NATIVE SUBGRADE PER CITY STD. 401
STANDARD PLAN NO. 3004, W=14' Vz2% "V" SHALL MATCH NEW
PIPE INVERT ELEVATION. SEE STORM DRAIN PROFILE AND
DETAILS.
Og
CONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 6" MIN 95%
CONTRACTOR TO RELOCATE EXISTING POLE AND EQUIPMENT
COMPACTED NATIVE PER CITY OF FONTANA STANDARD
25
AS DIRECTED BY THE ENGINEER.
PLAN NO. 1006 AND CAP EXISTING IRRIGATION AS NEEDED.
SAWCUT AND REMOVE
EXIST. PAVEMENT
7 REMOVE EXISTING CURB AND
GUTTER WHERE APPLICABLE.
PROPOSED
CURB AND GUTTER
NEW PAVEMENT J
REMOVE REDWOOD
HEADER WHERE
DETAIL "1 " APPLICABLE.
NOT TO SCALE
OL ER AVE TC ELEV 1105.56 I 1 -
END C & G > 4 , �i 7 1c I I TEL 11 `' '- TC ELEV 1108.42 "0" STA. 114:7.40
1 5 2 I 11 I �- END C& G TC ELEV (100$.64)
EX. R/W SEE DETAIL "2" 6 4 °'- 8 �.j _ _ g - - - PROP. -12" _ 17 �� ! I ! t' ..... - _.. - - - - - - ., - - - > � _ - -
-
°° - r- z C1 ` 'DIP 1
- D x- - - -77
EX. R/W
� �
1 0, STA 8+46 67 - - \�
- -
I
- N I EX. 18" EX 18"X24" CB
- TC-ELEV- (1105:10) _ - 1 a 1 d 7 1 d I iL j 2
JOIN EX. CURB `I 5 C.M.P.A I o 1d P 11 L4 L5 6 OD w w rn
-- -- - __ - - 17 17 "0"STA: 10+39.51 I Iz ' II I N o0 17 rn o 0
N
rn w C,, z 1 - » » !; ! 'I 7 9 7 1 +00 1c 7 6t "0" STA: 11+37.40 12+00
0 0 °'-8+00 2 "0" STA: '' 8+50.00 9+00 0 STA: 9+60.40 10+00 13 , - - - -
» - lc 7 VALLEY BLVD o 1 f --- -- ---- ---- ---- �--- ---- - -
0 STA: 8+46.67 •`, .; ' + �.. ET {-r- �- -;_ __ 9 �---- � �' o N00 3'09--
wo 1 d C3 1 b 9 .} CL STA 10+00.00 0 17 i' i -
- -
_ _ _OLEANDER :AVE _ _ _a _ _ _ - - z
L3 crD - - - - L7 N L8 6 17
2 - - - - - - - - - - - - - - - _ - - f PROP. -JUNCTION- 4
LL STA,"1d,10+00.-00CA
-
_ _ - - - - - - - - STRUCT 1d
EX. 18" C.M.P.A 1d EX. 18"X 24" f�nC6 ,
_ _\�
lir
•
Al
- - - - - N s� - lc 2 POP. 2-12" C4 , y ' d E21 X. R/W
"0" TSTA. 8+50.Ob Dlb 8 rn ' 1 �. DIP FH 12 "0" STA. 11+06.05
EX. R/W "" 5 I i i RT 22.00' » n
/ ELEV TC (1105.2 0 STA. 9+18.10 I 7 8 0 STA. 11+37.40
JON EX. C & 10 5 RT 18.55', BCR • . s . 1 a 17 PROP. 2-12 DIP. i TC ELEV 1108.53
TC ELEV 1106.24 Ill I
1e .. I o 1d I i '�I 11 PP END C & G TC ELEV JOIN EX. C1URB 70)
STA. 8+79.25 D.S. CL 18 3 lb + Q7) ,' 19 "0" STA. 10+94.05 C.B. CL
TC ELEV 1105.56 16 2 0 2 I 3 �� TC ELEV 1108.47
FL ELEV 1104.73 1 I i
NOTES: "V" STA. 10+71.91 I �' FL ELEV 1107.64
EX. R 1 Q Y' STA. 10+53.48 I 1 I <' "0"
o RT 47.00' ECR LT 47.00 BCR i' 1 l 0 1 10 L6 0 STA. 10+82.05
IF A 9 INCH THICK REINFORCED CONCRETE ROAD BED, LOCATED BELOW I r9? TC ELEV 1108.50 i : Iz `I, 0 RT 22.00', ECR
EXISTING SURFACE, IS DISCOVERED REMOVE REINFORCED CONCRETE ROAD BED 1 f. TC ELEV 1108.35 I TC ELEV 1108.41
AS NEEDED FOR CONSTRUCTION. THE CONCRETE ROAD BED MAY BE COVERED PROP R/W J 55 55' S I 4 19 "V" STA. 10+68.97 C.B. CL North
BY THE EXISTING CURB AND GUTTER. NO ADDITIONAL COMPENSATION TO BE I TC ELEV 1108.56
MADE WHEN CONCRETE IS DISCOVERED. VALLEY BLVD FL ELEV 1107.73
MATCHLINE STA. "V" 10+75.00 0 20 40
SCALE 1"=20'
5
Clb
"V" STA. 10+92.41
TC ELEV (1108.44)
JOIN EX. CURB
PROP R/W
EX. R/W
6SIN
PROP. P.C.C. SW
"A" STA 8+75.00
END C&G
PROP A.C. LANDING �
G /
a
a
dG °
t
d
G
y
°
r ° �/!\ ,
PROP. C&G
PROP. D.S/"A"
SEE DETAI SHEET 4
J0/ GRADE EDGE OF ROA
A. C.
PA TO MATCH GUTTER LOPE
AND PROVIDE A 00TH TRANSITION
"A" STA 8+46.67 5'
JOIN TO EX. A.C. DIKE a:
DETAIL "2"
A.C. DIKE TRANSITION
NOT TO SCALE
VALLEY BLVD
MATCHLINE STA. 10+75.00
2
lb
17 I � I , _ 1, SW
�. 1c 1c ; I I
I z L6 I '
W=22'C14
I
55 + 17 "V" STA.10+97.91
o 2 MIN
f �
43' 47' j
i 9' I I i "V" STA. 11+15.98
`! 45' 55' 1 1 TC ELEV 1108.77
II 100' I I I 11 I LT 47.00'
5 1
�I
» n
I I IZ I V STA. 11+51.98
I 2 TC ELEV (1108.91')
t 17 JOIN EX C & G
II is
I i I I I EX. R/W
I
I I
E
.� I
UNDERGROUND SERVICE ALERT (USA)
IT'S THE LAW!
DIAL BEFORE t
YOU DIG!
CALL AT LEAST aCIVIL
TWO WORKING DAYS Know what's below.
BEFORE YOU DIG Call before you dig.
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS I N EFFECT.
QROFESS/ON
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41
No. 75793 '°
+ EXP. 6/30/18 ,�
sl9TfpFCAUF���\P
= KOA CORPORATION
� PLANNING & ENGINEERING
3190CShelbyStreet
Tel: Onta(90 )890-9693rio, California 7ax:(909) 890-9694
Prepared Under The Supervision Of :
(� ZI11�::e�
DATE:
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY:rn
VALLEY BOULEVARD
AND
OLEANDER AVENUE
SCALE:
As Noted
DESIGNED BY.
DATE:
BENCH MARK:B.M. NO. 274 ELEVATION= 1,244.23
DESCRIPTION: BEARINGS SHOWN ARE BASED UPON THE CENTERLINE OF OLEANDER AVENUE AS
SHOWN ON RECORD OF SURVEY RECORDED IN RS BOOK 43, PAGE 5, RECORDS OF
THE COUNTY OF SAN BERNARDINO, CA.
CHECKED BY:
R E BY:
DAT • /�
DRAWING NO.:
5438
2
5
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
MIN UAN. R.C.E. 75793
ENGINEER R.C.E. 51152