HomeMy WebLinkAbout3082-2EXIST.
N'Y
RW
133'
HEADER I NG � - N-` _ EXISTING IMPROVEMENTS
SIDEWALK
103' PRIMARY
SCALE 1" = 10'
JURUPA AVENUE
STA. 36+15.00 - END
TI=10
75A: T�il REV. I REVISION DESCRIPTION
O RECORD DRAWING
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-Rnn-227-9f;nn
A PUBLIC SERVIC
S'LY
R/W
S'Y
R�W
CONSTRUCTION NOTES & QUANTITY ESTIMATE
NO.
ITEM TO BE CONSTRUCTED OR INSTALLED
83'
UNIT
O1
CONSTRUCT 6.5" MIN. A.C. OVER 95% COMPACTED NATIVE SOIL(A.C. 3,225 TONS)
Y_
S.F.
50'
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003
4,547
L.F.
5'
CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015
33'
S.F.
6-8' 6-8'
28'
14'
EA.
O
CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104
VARIES
S.F.
VARIES
MEDIAN MEDIAN
30
EA.
7
PROTECT IN PLACE
8
REMOVE EXISTING
VARIES VARIES
TY ENGINEER R.C.E. 51152 DATE:
4,
CONSTRUCT LAP JOINT PER DETAIL HEREON
13,693
S.F.
8 - 16
5'
23 - 24
S.F.
12
RELOCATE FIRE HYDRANT PER TRACT 16074 WATER PLANS
4
EA.
22
1
2
EA.
14
ADJUST M.H. COVER TO GRADE PER CITY OF FONTANA STD. 109
5
EA.
17
5 '
393
JOINT
f
-- --- .__. - ---
2'0%
EA.
20
CONSTRUCT VARIABLE WIDTH A.C. LIFT W/SEAL COAT (t.17')
63,988
S.F.
21
REMOVE EXISTING MEDIAN CURB
EXISTING IMPROVEMENTS
L.F.
_I
CONSTRUCT 5' ASPHALT SWALE PER DETAIL ON THIS SHEET
593
L.F.
28
CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
101
103' PRIMARY
33
CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD PLAN 300-2( 3- W=14, 1- W=4)
4
EA.
34
CONSTRUCT GUTTER DEPRESSION PER CALTRANS STD. D78 AND DETAILS ON SHT 15
4
EA.
SCALE 1" = 10'
CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD PLAN 320-1
1
EA.
40
CONSTRUCT MONOLITHIC CATCH BASIN CONVECTION PER APWA STD PLAN 308-1
1
EA.
41
JURUPA AVENUE
2
EA.
42
CONSTRUCT CONCRETE COLLAR PER APWA STD PLAN 380-2
1
EA.
43
ICONSTRUCT INLET TYPE V PER DETAIL ON THIS SHEET
STA. 11+26.47 - 13+15.48
EA.
TI=10
EXIST.
N' Y
R%W
121'
71'
50'
5
33'
6-8' 6-8'
28'
14'
VARIES
VARIES
MEDIAN MEDIAN
8'- 16
5'
23 - 24
VARIES VARIES
4,
22
1
5 '
JOINT
2.0%
.
2.0%
2.0%
EXISTING IMPROVEMENTS
_I
103' PRIMARY
SCALE 1" = 10'
JURUPA AVENUE
STA. 13+15.48 - 17+03.68
TI=10
EXIST.
PROP.
N'Y
N' Y
RYW
R�W
103'
53'
50'
12'
33'
6-8'
6-8'
28'
14'
18'
VARIES
VARIES
MEDIAN MEDIAN
6'
8-9.5
23.5-25
VARIES VARIES
4
2
-0.75' 1
20
2.0%
_
2.0% _
LEVEL
2.0%
2.0%
MEADERING
3
I,
EXISTING IMPROVEMENTS
SIDEWALK
103' PRIMARY
SCALE 1" = 10'
JURUPA AVENUE
STA. 17+03.68 - 36+15.00
TI=10
EXIST.
PROP.
R/W
R/W83'
R/W
53'
30'
18'
12'
33'
8' 8' VARIES
VARIES
VARIES
VARIES
MEDIAN MEDIAN
17' TO 26.5'
6'2
8-9.5
23.5-25
-0.75' 1
2.0%
2.0%
LEVEL
HEADER I NG � - N-` _ EXISTING IMPROVEMENTS
SIDEWALK
103' PRIMARY
SCALE 1" = 10'
JURUPA AVENUE
STA. 36+15.00 - END
TI=10
75A: T�il REV. I REVISION DESCRIPTION
O RECORD DRAWING
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-Rnn-227-9f;nn
A PUBLIC SERVIC
S'LY
R/W
S'Y
R�W
CONSTRUCTION NOTES & QUANTITY ESTIMATE
NO.
ITEM TO BE CONSTRUCTED OR INSTALLED
QUANTITY
UNIT
O1
CONSTRUCT 6.5" MIN. A.C. OVER 95% COMPACTED NATIVE SOIL(A.C. 3,225 TONS)
82,690
S.F.
2
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003
4,547
L.F.
O
CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015
27,282
S.F.
®
CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006
7
EA.
O
CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104
2,556
S.F.
6
EXISTING POWER LINES TO BE PLACED UNDERGROUND
30
EA.
7
PROTECT IN PLACE
8
REMOVE EXISTING
MICHAEL A. TYL AN CE N0. 43090 EXP. 3-31-04i
TY ENGINEER R.C.E. 51152 DATE:
9
CONSTRUCT LAP JOINT PER DETAIL HEREON
13,693
S.F.
10
SAWCUT & REMOVE EXISTING AC/PCC PAVEMENT PAVEMENT
12,815
S.F.
12
RELOCATE FIRE HYDRANT PER TRACT 16074 WATER PLANS
4
EA.
13
RELOCATE AIR RELEASE VALVE PER TRACT 16074 WATER PLANS
2
EA.
14
ADJUST M.H. COVER TO GRADE PER CITY OF FONTANA STD. 109
5
EA.
17
CONSTRUCT 8" CURB PER CITY OF FONTANA STD. 1003
393
L.F.
19
CONSTRUCT COMMERCIAL DRIVEWAY(WIDTH PER PLAN) PER C.O.F.STD. NO. 102
2
EA.
20
CONSTRUCT VARIABLE WIDTH A.C. LIFT W/SEAL COAT (t.17')
63,988
S.F.
21
REMOVE EXISTING MEDIAN CURB
383
L.F.
22
CONSTRUCT 5' ASPHALT SWALE PER DETAIL ON THIS SHEET
593
L.F.
28
CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
101
L.F.
33
CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD PLAN 300-2( 3- W=14, 1- W=4)
4
EA.
34
CONSTRUCT GUTTER DEPRESSION PER CALTRANS STD. D78 AND DETAILS ON SHT 15
4
EA.
35
CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD PLAN 320-1
1
EA.
40
CONSTRUCT MONOLITHIC CATCH BASIN CONVECTION PER APWA STD PLAN 308-1
1
EA.
41
REMOVE EXISTING RISER
2
EA.
42
CONSTRUCT CONCRETE COLLAR PER APWA STD PLAN 380-2
1
EA.
43
ICONSTRUCT INLET TYPE V PER DETAIL ON THIS SHEET
1
EA.
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14
42' to 40'
It
31' h se
10
X94
04TAIL- KATE STWI09MER
OLD
CITY OF COUNTY OF
W'LY FONTANA SAN BERNARDINO
R/W 34' NEW VARIES 31'-34'
12' 22' 22'
VARIES
6' - 5'-6'
2.0% 2 2.0% 2.0%
gal
_�.._. VARIES
16'-17' EXISTING IMPROVEMENTS
i-
68' COLLECTOR
SCALE 1" = 10'
TAMARIND AVENUE
STA. 10+00.00 - STA. 12+75.00
TI=10
OLD
q
CITY OF COUNTY OF
FONTANA SAN BERNARDINO
W'LY NEW
R/W
34' VARIES 31'-34'
12' 22' VARIES
1'
6'
CqI
2.0% 2 2.0% 10 1 9 2.0%
VARIES""
TI=10 °
s'-18'
EXISTING IMPROVEMENTS
68' COLLECTOR
SCALE 1" = 10'
TAMARIND AVENUE
STA. 12+75.00 - 24+18.66
TI=10
W�Z
ofMLj
M
�w
0.1 MIN�W,�
GRIND 8c REMOVE EXISTING
A.C. PAVEMENT AND OVERLAY
W/NEW A.C. & SEALCOAT
9 LAP JOINT DETAIL
TTO SCALE
5'
2.5' 2.5'
b
r57,
8"
A.C. SIId/ALE DETAIL
22 NOT TO SCALE
LEGEND
E'LY
R/W
EXIST. CURB
(STA. 13+61.00 - 23+14.00)
EXIST. SIDEWALK
E'LY
-t ' " 4• s'.rh -- ALTERNATE .UNCTION ��Q�4�W 0 �� �-
_ Ory peek
STOP SIGN FS -FINISHED SURFACE PAVEMENT LAP JOINT
�-- -_ y
COOL ELEVATION T " co �^ STREET NAME SIGN TD -TOP OF DIKE
» » •, 1� tow- -•� No. 63494 7D TC - TOP OF CURB \
Y 1/2% 2 1/2 x _ Exp SW30, 2008 0 STREET LIGHT V I F- VERIFY I N FIELD
StsM 4r itpp } o LUMINAIRE PER PLAN PROPOSED A.C. PAVEMENT
clv1� �Q GB - GRADE BREAK
r VWWr rjo WMR WWWWM N ir'.k A ' lgTFOF C A��Fp�a 0 TREE CF - CURB FACE
4. L EIws1N■ A, 0.,a,, L.. L:ors tAWaW oW EXISTING AC/PCC PAVEMENT
ca.r.o,r.4 M..I *jo ollWtl ahhtseho a Ar is `oi-'s. 3/a x 5ie
arMs rWWWoh + M tMrlW�x«h. - - TRACT BOUNDARY TO BE REMOVED
a ►Wr 0154'aWr #wpr, oWw 1 a1 t11� �IirW M/f�N�1w1"n�1iWM`"as -7
!'" WWIIIOW► d *re... 0v. "mow 1/Z"AMIh boN T FL - FLOW LINE
EG -EXISTING GRADE
�"� � "°`°-°�'" RECORD RAMI G (E . 0 . P .) -EXISTING EDGE
h
ANGE COUNTY ENVIRONMENTAL MQE T AQ CY STD PLAN
OF PAVEMENT
�,W* i
C R N *00*Ia worksEXISTING EDGE
:1 &OL 7* -92.. Ir.Wtrd
OF PAVEMENT
(SWORDFL OF DIRT SWALE
INLET TYPE X 1 I
TE ENGR. CITY DATE BENCH MARK: BASIS OF BEARINGS: PLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
THE BEARINGS HEREON ARE
SHOULD CONSTRUCTION OF THE REQUIRED Q�OFESSI4
R l OH,�
EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT CO WITHIN TWO �p l STREET IMPROVEMENT PLANS FOR
OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN &.Zl 27555 YN=Z ROAD, SUITE 400 TRACT 16074 -OFFSITE PHASE 1
E
0
0
66
N
0
0
LO
0
CHISELED BOX IN
EASTERLY TOP CURB,
TAMARIND AVE.; 60'
SOUTH OF TAMARIND CT.,
500' SOUTH OF SLOVER
AS NORTH 89'03'21" EAST
PER PARCEL MAP NO.
12195, P.M.B.158/28-40;
FOR THE PURPOSE OF THIS
MAP, SAID BEARING HAD
BEEN ROTATED CLOCKWISE
0.00'39" TO NORTH
89.04'00" EAST.
SON APD CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER
MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO COt ORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
!2�y =
W No. 43090 m
d P, 3/31/04
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M M M TEMECULA, CAUFORNA 92591-4679
CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RW.com
PREPARED DER TH S RVISION OF:
DATE: S `DZ
DRAWN BY:
RJB RLS
Det8A �t
-
SCALL:
AS SHOWN
JOB NUMBER
�5-1OO1S%
DESIGNED BY:
MC
APP ED B :
- S• ZY , OZ
DRAWING N0.
3082
2
10
CHECKED B
MA
MICHAEL A. TYL AN CE N0. 43090 EXP. 3-31-04i
TY ENGINEER R.C.E. 51152 DATE:
E
0
0
66
N
0
0
LO
0