HomeMy WebLinkAbout5729-2CONSTRUC110N NOTES
1 REMOVE EXISTING CURB AND GUTTER.
2 REMOVE EXISTING SIDEWALK.
3 REMOVE EXISTING AC PAVEMENT.
4 REMOVE EXISTING CURB RAMP.
5 REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE
SURFACE AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL
REMOVALS SHALL BE DISPOSED OF BY THE CONTRACTOR, UNDER
CLEARING AND GRUBBING.
6 CONSTRUCT 8" CURB AND GUTTER OVER 12 MIN 95% COMPACTED NATIVE
PER CITY OF" FONTANA STANDARD PLAN NO. 1000. VARY CURB TO MATCH
NEW CURB RAMP.
7 CONSTRUCT 4" PCC SIDEWALK OVER 12" MIN 95% COMPACTED NATIVE
PER CITY OF FONTANA STANDARD PLAN NO. 1006.
8 CONSTRUCT CURB RAMP PER APWA STANDARD PLAN NO. 111-5 CASE A,
TYPE 3 OVER 12" MIN COMPACTED NATIVE. DOMES PER CITY STANDARD 1003.
9 CONSTRUCT 6.5" MIN AC PAVEMENT OVER 12" MIN OF 95% COMPACTED
NATIVE SUBGRADE PER CITY OF FONTANA STANDARD PLAN NO. 401.
10 GRIND AND OVERLAY EXISTING PAVEMENT WITH 0.17' AC MIN PER
DETAIL "C".
11 INSTALL DETECTABLE WARNING SURFACE PER CITY OF FONTANA STANDARD 1003
FULL WIDTH OF RAMP.
12 PROTECT IN PLACE.
STA 9+44.84, BCR
RT=40.01'
TC=1518.14
FL=1517.47
STA 9+42.92
RT=40.02'
TC=(1518.18)
FL=(1517.51)
JOIN EX. C/G
STA 9+37.83
RT=45.65'
6W=(1518.30)
JOIN EX. SW
STA 9+55.69
RT=42.14' STA 9+59.11
TC=1517.92 RT=57.92'
FL=1517.25 FS=1517.13
LIMIT OF CURB RAMP
c
I
PRQP SIGNAL
POLE LOCATION 5
L1 I
l
STA 9+68.24
R T= 48.6 7'
FL=1516.69
{
EX. R/W
I
92'
I
3
I i 4 46 : ((£
5 > f
I 0 5
N 56'
3 � t
22' 34'
£ £
PROP SIGNAL 5
s
POLE LOCATION m
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SD EX L
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CONSTRU ON C/L
10+00
CYPRESS AVE CL STA 20+00.00
HIGHLAND AVE CL STA 10+00.00
N 00'03' 48" E
o
I --E
uxo STA 19+79.63 c'
o Nc� 0
04 9 q. 5 10 5 10 4 9 2
PROP SIGNAL
POLE LOCATION
S. HIGH AVE
/_ X. R/W
EX. i C/G
0
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E+���� I EX. R/W
X. R W
EX. C/G � � �#' •,,,� as � ���
STA 19+48.50 8
LT= 28.97' I 6
\ f., `. CW
FL=1516.6 3 8 7 6
' 20201I
I = I�£
( 6 '` I 7
L -- -- 40'
SEE DETAIL "At"
I SEE DETAIL B
o '
Iz ;i
EX. C/ _ £ _ G L
STA 19+42.48 EX C/
LT=25.22
EX. R/W
TC=1516.91 ,
EX. R/W � F
FL=1516.23 ,£ ...
LIMIT OF CURB RAMP 46 £ £ 46
I C,
£
929
5, I ip
STA 19+39.28 I
LT=38.14'
F'�_ 1 R1 7 0-7 I F 1` I I i
GRIND 0.17' MIN
2 SAWCUT AND REMOVE
EXIST. PAVEMENT AND 2' 4' EXIST. PAVEMENT
J OVERLAY 0.17' MIN.
STA 19+25.20 ECR 7MIN MIN REMOVE EXISTING CURB AND
'
LT _20. 07' GUTTER WHERE APPLICABLE.
DETAIL "A"
TC=(1515.96)
STA 9+54.70 STA 19+34.90 SCALE 1 = 10' FL=(1515.29) PROPOSED
JOIN EX. C G ; CURB AND GUTTER
R T= 6 2.39 LT= 42.49 /
BW=1517.20 BW=1517.14 STA 19+19.12
LT= 25.52'
BW=(1515.76)
JOIN EX. SW
STA 19+28.76
LT= 35.90'
B W=1516.47
LIMIT OF CURB RAMP
REVISION DESCRIPTION
DATE ENGR. CITY DATE
w
S r\
A 10+31.66
- RT 48.90'
FL=1516.67
STA 19+48.02
RT=28.54'
FL=1516.61
STA 19+42.93
RT= 25.38'
TC=1516.92
FL=1516.25
IMIT OF CURB RAMP
C2
STA 19+39.19
RT=38.08'
FS=1517.00
PROP SIGNAL
POLE
LOCATION
STA 19+24.68, BCR
RT=19.75'
TC=(1516.07)
FL=(1515.40)
JOIN EX. C/G
LINE TABLE
CURVE #
LENGTH
DELTA
L1
1.92
NOW 37' S5"E
L2
2.16'
N00' 10' 07"E
CURVE TABLE
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
C1
55.19'
35.00'
90' 20' 22"
35.21'
C2
55.20'
1 35.00'
1 90- 21' 48"
35.22'
STA 10+41.23
RT=57.70'
rn c-� nn
I
041 � I
i
6'
f
L
STA 19+ 17.30
RT=25.44'
BW=(1515.72)
JOIN EX. SW
LEGEND
EXISTING PAVEMENT REMOVE REDWOOD
NEW PAVEMENT HEADER WHERE 4CONSTRUCT P.C.C. SIDEWALK
APPLICABLE.
GRIND AND OVERLAY CONSTRUCT A.0 PAVEMENT
DETAIL "" 771 PROPOSED GRIND AND OVERLAY
NOTE: TOP OF 0.17' OF 6.5" AC FOR SLOT PATCH SHALL BE PLACED
AT THE SAME TIME AS OVERLAY PER CONSTRUCTION NOTE 10.
Prepared Under The Supervision Of
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 IN EFFECT.
oQR�FEssro�,q
y����NG G 'j- c/
No. 75793 '°
EXP. 6/30/20
s�gTFOF'CAt-��
3190 C Shelby Street
Ontario, California 91764
Tel: 909 890-9693 Fax: 9Q9 890-9694
{ ) { )
PLANNING I ENGINEERING I
CONSTRUCTION MANAGEMENT
DATE: 3 12 19
DRAWN BY:
DESIGNED BY:
COUNTY BENCH MARK: B.M. NO. 8-17 ELEVATION=1,428.61
DESCRIPTION: NEAR N/W CORNER HIGHLAND & SEVANE AVE., 343 FT. N OF HIGHLAND, 0.2 MI.
FROM SIERRA AVE.' IN S CONC. BASE OF S.C.E TOWER 195; 2.65 MI. W ALONG HGHLAND' AVE.
CHECKED BY:
MING GUAN. R.C.E. 75793
STA 10+43.18
RT=42.02'
TC=1517.87
FL=1517.20
LIMIT OF CURB RAMP
•,` STA 10+56.04, ECR
RT-39.96
TC=1518.00
FL=1517.33
, 6 m� I STA 10+57.12
. a 2= RT=39.95'
7 TC=(1518.02)
FL=(1517.35)
JOIN EX. C/G
STA 10+62.12
12 - RT=42.92s
T BW=(1518.07)
---------
Oi OHE 0HE_ _ JOIN EX.SW
o b4 I
) STA 10+62.14
RT=48.81'
BW=(1518.24)
JOIN EX. SW
(
STA 10+57.14
RT=48.77'
PROP SIGNAL I 8W=1518.07
POLE LOCATION STA 10+56.23
I RT=56.23'
BW=1517.60
I LIMIT OF CURB RAMP
I
STA 10+45.18
EX. R/W I RT=61.33'
/ BW=1517.10
SDI
STA 19+39.08
RT=38.08'
BW=1517.04
STA 19+30.27
RT=37.41'
BW=1516.54
LIMIT OF CURB RAMP
North
00 1
0 20 40
SCALE 1 "= 20'
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
S. HIGHLAND AVENUE SCALE:
AND As Noted
DATE:
QrRPS AVENUE
AP OVE B DRAWING NO.: 2
DATE:leT 5729 2
CITY ENGINEER R.C.E. 51152