HomeMy WebLinkAbout3398-3Z
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=ST. STA 9+4498 0 20.00'
S.D. TA 1+J4.00 - END PIPE
=ST STA 9+48. 21.99 R
II
LINE
SEE SHt
p O �
DIAL BEFORE DAYS WORKING
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGMD SERVICE ALERT
REVISION DESCRP11M
D DrawI"
ORANGE WAY
1 11.4 /-k/111, I
amlasui-MIM
� 0 mVAI1P u 1,
13+00
R/W
1+00
1+25
sr"..•1=10'
10' O 10' 20' 30'
SCALE /N FEET
NE A, A-1 & A-2
1+50
1+00
1
I
slum=_
PROFILE
110 • • ,
06M I
1+25
CONMUCHON NOTES
O1 CONSTRUCT 18" RCP (SEE PROFILE FOR D -LOAD)
O CONSTRUCT 24- RCP (SEE PROFILE FOR D -LOAD)
4O CONSTRUCT C.B. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG.
NO. CB 100 AND LOCAL DEPRESSION NO. 2 CASE B PER
R.C.F.C. & W.C.D. STD. DWG. NO. LD201 PER SHEET 7
5O CONSTRUCT TRANSITION STRUCTURE NO. 3 PER L.A.C.F.C.D. STD. DWG NO. 2-D188 PER SHEET 7
O6 CONSTRUCT CATCH BASIN OUTLET TRANSITION STRUCTURE PER LA.C.F.C.D. STD. DWG MD. 2-D256 PER SHEET 7
>O EXISTING CONCRETE CROSS GUTTER TO BE REMOVED
1 > S4#VUT AND DISPOSE EXIST. AC PAVEMENT FOR CONSTRUCTING CLEAN STRAIGHT LINE CONC. GUTTER. DIM PER SYN
AND RECONSTRUCT AC PAVEMENT TO MATCH EXISANG
14 REMOVE AND REPLACE CURB AND GUTTER PER CITY STD DWG N0. 1003
15 REMOVE AND REPLACE CURB ACCESS RAMP PER CITY STD DWG NO. 1006
16 REMOVE AND REPLACE 4" PCC SIDEWALK PER CITY STD DWG NO. 1015
17 CONSTRUCT CONCRETE CROSS GUTTER PER DETAIL A ON SHEET 7
CL/RVF/LWF DATA
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
0
N12.3224"W
---
16.39'
--
---
C'
D= 11
D=11 '5827"
22.50'
4.70'
2.36'
Oc
N00'33'57"W
---
39.73'
---
O
N06'07'31 "W
---
21.50'
---
O
N8957'09 "E
---
34.00'
---
F
N89'23'48 "E
- - -
23.49'
---
TS NO. 3
A
A-2
1 90'
1 18"
1 2.26'
3.83'
4.79'
24"
24"
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=ST. STA 9+4498 0 20.00'
S.D. TA 1+J4.00 - END PIPE
=ST STA 9+48. 21.99 R
II
LINE
SEE SHt
p O �
DIAL BEFORE DAYS WORKING
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGMD SERVICE ALERT
REVISION DESCRP11M
D DrawI"
ORANGE WAY
1 11.4 /-k/111, I
amlasui-MIM
� 0 mVAI1P u 1,
13+00
R/W
1+00
1+25
sr"..•1=10'
10' O 10' 20' 30'
SCALE /N FEET
NE A, A-1 & A-2
1+50
1+00
1
I
slum=_
PROFILE
110 • • ,
06M I
1+25
CONMUCHON NOTES
O1 CONSTRUCT 18" RCP (SEE PROFILE FOR D -LOAD)
O CONSTRUCT 24- RCP (SEE PROFILE FOR D -LOAD)
4O CONSTRUCT C.B. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG.
NO. CB 100 AND LOCAL DEPRESSION NO. 2 CASE B PER
R.C.F.C. & W.C.D. STD. DWG. NO. LD201 PER SHEET 7
5O CONSTRUCT TRANSITION STRUCTURE NO. 3 PER L.A.C.F.C.D. STD. DWG NO. 2-D188 PER SHEET 7
O6 CONSTRUCT CATCH BASIN OUTLET TRANSITION STRUCTURE PER LA.C.F.C.D. STD. DWG MD. 2-D256 PER SHEET 7
>O EXISTING CONCRETE CROSS GUTTER TO BE REMOVED
1 > S4#VUT AND DISPOSE EXIST. AC PAVEMENT FOR CONSTRUCTING CLEAN STRAIGHT LINE CONC. GUTTER. DIM PER SYN
AND RECONSTRUCT AC PAVEMENT TO MATCH EXISANG
14 REMOVE AND REPLACE CURB AND GUTTER PER CITY STD DWG N0. 1003
15 REMOVE AND REPLACE CURB ACCESS RAMP PER CITY STD DWG NO. 1006
16 REMOVE AND REPLACE 4" PCC SIDEWALK PER CITY STD DWG NO. 1015
17 CONSTRUCT CONCRETE CROSS GUTTER PER DETAIL A ON SHEET 7
CL/RVF/LWF DATA
JUNCTION STRUCTURE DATA TABLE
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
0
N12.3224"W
---
16.39'
--
---
C'
D= 11
D=11 '5827"
22.50'
4.70'
2.36'
Oc
N00'33'57"W
---
39.73'
---
O
N06'07'31 "W
---
21.50'
---
O
N8957'09 "E
---
34.00'
---
F
N89'23'48 "E
- - -
23.49'
---
JUNCTION STRUCTURE DATA TABLE
STRUCTURE
MAIN
LINE
LATERAL LEFT
LATERAL RIGHT
D 1
D 2
LAT.
A
B
C'
E'
L'
LAT.
A
B
C'
E'
L'
TS NO. 3
A
A-1
78'
18"
2.20'
3.66'
4.65'
24"
24"
TS NO. 3
A
A-2
1 90'
1 18"
1 2.26'
3.83'
4.79'
24"
24"
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT R0FEssio SWC H MARK:
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� Q� v • MpNq� B.M. #415 P.K. NAIL IN P.P. #634955H S/W CORNER
�� �Q �� F2 ORANGE WAY & CYPRESS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER " ELEVATION =1244.61'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 40964 � BASIS OF BEAR
Exp. THE CENTERLINE BEARING OF CYPRESS AVE. BETWEEN
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s� CV1 `P ORANGE WAY AND VALENCIA AVE. = N 00. 33' 57" W
STANDARDS IN EFFECT. qTF of CHORIZONTAL COORDINATE ARE CCS NAD -83, ZONE 5
CITY OF FONTANA,CAL-ORMA
ORANOM WAY NORM
Sw. M" PLAN AM PRommOl�ILi
Sw N,►w Ufi= AOIA71 & A-2 N00M =3
CIEClIED 8Y: -
/- e/ 'T% �f DINIrIG NpO►: ,
FEUPE ENGINEER R.C.E. 51152