HomeMy WebLinkAbout3111-2a- -----------
u7
w
Uj z EXISTING PROPOSED
:D V) PROPOSED EAST EAST
w C/L R/W R/W
132'
60'
76' AT BUS BAY
VARIES
i 1 12' 48, FROM 30' TO 60' 1
1 54' 64' AT BUS BAY 12'
�- 5.5' 6' 0.5'
JOIN 3 z EXIST. GROUND
FUTURE EXIST. AC I EX. PVMT _� y
SIDE WALK 1 1 PAVEMENT
_ R_2.0%)tEX.
'Y -
` EXIST. COLDPLANE 4" SIDEWALK
CURB AND GUTTER AC OVERLAY
FUTURE REMOV8".
CURB
CURB AND GUTTER AC BERM AND GUTTER
TYPICAL SECTION ETIWANDA
AVENUE
PROP.
NORTH
I
1
4" SIDEWALK
8" CURB
AND GUTTER
NEW AC
PAVEMENT
PROP.
NORTH
R/W
1
12'
5.5
EXIST. 6' 1
GROUND
1+
I,
I
NEW AC
I PAVEMENT
REMOVE EXIST.
TYPICAL SECTION JURUPA AVENUE
FROM STA. 10+00 TO 11+50 N.T.S.
T.I.=10.5
FROM STA. 49+43_
TO .59+05 N.T.S.
SOUTH
T.I.=10.5
R/W
I
45
J
1
U
1
30 ~S
z
J
75
O
J
EXIST.
H
\
EXIST.
o
U
_ NORTH
o
N
R/W
O z
x
1.12
w O
w
5,00
D_ U
I i
I
1
I 144'
1+
I,
I
NEW AC
I PAVEMENT
REMOVE EXIST.
TYPICAL SECTION JURUPA AVENUE
FROM STA. 10+00 TO 11+50 N.T.S.
T.I.=10.5
8,
i
- 58'
16' !
10' 40' !
EXIST. -
FUTURE
SOUTH
SOUTH
R/W
R/W
I
45
U
1
z
1
30 ~S
O
J
75
I32.a I
EXIST.
0
o
0
NORTH
o
10-a�^
11ti
12C
v~i
R/W
o z
X
1.12
2.OI'S
w
5,00
a0
I i
I
1
1 144'
8,
i
- 58'
16' !
10' 40' !
EXIST. -
FUTURE
SOUTH
SOUTH
R/W
R/W
I
� 1
i 1
� 1
' 1
EXIST.
CURB AND GUTTER
EXIST.
FUTURE
SOUTH
SOUTH
R/W
R/W
EXISTING
GRADE
I...
PARABOLIC: CURVE TANGENT PAPAROLIC CURVE
L L{3 L°/a
REVERSE TAPEi?
LINE
17_-=.
�A,SIe i.1N1~
NOTE
1. Base Line is Parallel to traveled vvay.
2. Where the base line is curved the central
portions will not be tangent, Lisa propor
tional offsets to define curve.
X $4 � 94 100$ N1✓�8
W � t. #D 2025 34 40 45 ITA A
2't .�� G5 w1928
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5
z
tt V
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3 d5 4.59 2.37 t j
0.1S 1.00 I
� �
_a6
64S
75OR0l I 436 0,30 1.421 3.204.36r5.34
0.07
6,01
97 30 4:6., s.#9 4.74
0.__ i
I
50' _;
1
5 iII '15
21}0
40
45
1
1
�
1
EXISTING
GRADE
I...
PARABOLIC: CURVE TANGENT PAPAROLIC CURVE
L L{3 L°/a
REVERSE TAPEi?
LINE
17_-=.
�A,SIe i.1N1~
NOTE
1. Base Line is Parallel to traveled vvay.
2. Where the base line is curved the central
portions will not be tangent, Lisa propor
tional offsets to define curve.
X $4 � 94 100$ N1✓�8
W � t. #D 2025 34 40 45 ITA A
2't .�� G5 w1928
#O :4 0.40 1.60 f � 3,zu � 6-d0 � 0,DO
5
z
tt V
14 t 1'tIT 0.10 rJ_fiCal � f 4.90 2.$9 3.315 4=50 � 6.40 E
3 d5 4.59 2.37 t j
0.1S 1.00 I
� �
_a6
64S
75OR0l I 436 0,30 1.421 3.204.36r5.34
0.07
6,01
97 30 4:6., s.#9 4.74
0.__ i
I
DISTANCE i4ii }`�..I'?}Z BASE LAVE
60'
5 iII '15
21}0
40
45
50
50'
T,5 15 22.5
30 ~S
tiD
67.E
75
I32.a I
120'
10 2L► , 30
411 60
80
9
10-a�^
11ti
12C
Cil=I=SES ii�� FROM BASE LINE i.)
8
0.5 Q
1.12
2.OI'S
�-.GO
5,00
6.88:
I i
.00
0.56
1.26
2..25
4,50
Fi_t5
`1:74
`8.44
1 Ii,3S
9_iJC
ZI3 '
0.16- I
� 0.6�'
f 1.41
,
` 2.50
, S.OfI
7.5tI
S.aS
9.38
9e84
10.04
11 `
0.17 � 0.091 _.'"� 55
2.75
5.50
8.25
9.45
10.31
14.83
11.0
i',c!'_
0.19 0,; S 1.69
3.00
Fi.�l'0
9.IIC1
�(]I.31
°:#,25
it.8'I
12.00
0'
.0.� P•�� � Z.S�
5-
tt�-��
I�.cX�
I7.l�x
I,7
2,00
MEDIAN REVERSE TAPER
U MEDIAN FLARE -
z 28
0
no
Uj D U z
- PROP.- EXIST. EXIST. w
NORTH NORTH O f-
� cn � SOUTH
R/W R/W � o x R/W >
av w �
- 1 � / 5,
60, g' 50' REMOVE EXIST. U) w MIN.
12'. _ I - A.C. PAVEMENT
48'
50' COLD PLANE TO
FINISH SURFACE 0.12' MIN. PROVIDE 0.12' MIN.
8" CURB I � 5' AC OVERLAY
6 5.5'
� MEDIAN MIN. � -------------
1 1
'
, VARIES '
0.5 FROM 0' TOT � VARIE EXIST. AC
FROM 0' TO 21, PAVEMENT
\ EXIST. NEW AC PAVEMENT1
EX. PVMT I SEE TYPICAL SECTION
JOIN AC PAVEMENT
_ I IX. PVMT 1
1 I Vp,RIES
�
4" SIDEWALK COLDPLANE &
AC OVERLAY - COLD PLANE DETAIL
REMOVE .AND REPLACE FULL DEPTH AC N.T.S.
8" CURB - EXIST: AC PAYMENT PAVEMENT EXIST
.AND .GUTTER
REMOVE EXIST. CURB AND GUTTER
CURB AND GUTTER
NEW AC
PAVEMENT
TVQIn w 1 _ o1=nT1^A1 - 11 IDI 10 A -A \/CAII Ir-
ia 92335 Rancho Cucamonga, California 91730
TI -105
I
.x_6322
1
FROM
CFROM STA. 14+50 TO 17+50 N.T.S.
T.I.=10.5 0
PROP.. EXIST. - o � v EXIST.
NORTH NORTH ao v U)
SOUTH
R/W R/W a R/W
IEUA GENERAL COI UST
NORTH
R/W 1_�u
I
' 118''
4lIC770N NOTES
1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE
PROJECT SPECIFICATIONS AS APPROVED BY THE INLAND EMPIRE
Utilities AGENCY _(IEUA), THE CITY. OF FONTANA AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION)
AND THE IEUA. STANDARD DETAIL SHEET OF THIS PLAN SET (SHEET.
No.7 AND 8) AS APPROPRIATE -
2. ANY. CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL
FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY
RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING
DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT
SHOWN ON THESE PLANS.
3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE
REMOVED. OR RELOCATED AT THE DIRECTION OF THE ENGINEER.
UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE
CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT
LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE
_ CONTRACTOR IS REFERRED . TO Section 5 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION..
5. IN CASE. OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED --
BY .SECTION 6424 OF THE CALIFORNIA .LABOR CODE, .THE. CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE -STATE DIVISION OF INDUSTRIAL SAFETY.
- 6. CALL- UNDERGROUND SERVICE ALERT (800-422-4133) FOR
UNDERGROUND LOCATIONS 48 HOURS BEFORE DIG.
7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT' 48 -HRS
PRIOR TO .THE TIME -0F CONSTRUCTION. WITHIN THE PUBLIC _RIGHT-OF-
WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY 'EXISTING TRAFFIC STRIPING- AND/OR
PAVEMENT MARKINGS WHICH .DURING HIS. OPERATIONS- HAVE BEEN .EITHER REMOVED OR THE
EFFECTIVENESS Of WHICH HAS BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING AND
MARKINGS SHALL BE DONE IN CONFORMANCE -`WITH SECTION 310-5:6 OF THE STANDARD
SPECIFICATIONS FOR PUBLIC -WORKS CONSTRUCTIONS.
9. ALL SEWER MAINS SHALL BE BELL AND SPIGOT EXTRA STRENGTH VITRIFIED CLAY (VCP)
SEWER PIPE UNLESS OTHERWISE NOTED ON THE PLANS.
10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING SEWER MAIN (5) AND NOTIFY AND OBTAIN APPROVAL OF THE
- DESIGN- ENGINEER AND IEUA OF ANY VARIATION FROM DESIGN.
11. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY IEUA UNTIL AFTER
THE ISSUANCE OF A PERMIT BY IEUA TO ALLOW THE CONSTRUCTION AND ALSO AFTER A
PRE -CONSTRUCTION. CONFERENCE .TO. BE HELD AT LEAST 1 .WEEK PRIOR TO BEGINNING
CONSTRUCTION.
12. IN ADDITION,.IEUA AND -THE-CITY. OF FONTANA SHALL BE NOTIFIED A MINIMUM OF 48
HOURS PRIOR TO ANY CONSTRUCTION IN THE VICINITY OF THE TRUNK SEWER OR ANY
FACILITIES OWNED AND OPERATED BY IEUA AND/OR CITY OF FONTANA.
13. ALL TRENCHING. AND/OR SHORING .SHALL MEET REQUIREMENTS OF CALOSHA.
14. THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL SAFETY
PERMIT TO IEUA AND TO THE CITY OF FONTANA.
15. SHOP DRAWINGS AS REQUIRED BY THE PERMIT SHALL BE APPROVED BY IEUA PRIOR TO
BEGINNING THE CONSTRUCTION.
16. UNLESS OTHERWISE APPROVED, LOW PRESSURE WATER TEST FOR THE GRAVITY SEWER
LINES AND
PRESSURE WATER TEST FOR THE
PRESSURIZED .PIPELINES SHALL BE PERFORMED IN CONFORMANCE WITH SECTION 306-1.4.
OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION..
EXIST.
SOUTH
R/W
1 60' 59 1
,118' 12,
REMOVE EXIST.. I , JOIN - EXIST.
AC PAVEMENT 5 EX. PVMT AC PAVEM NT 1 1 ' 60' 8' 50' 1 _
- - - I 1 1 12' 48, EXISTING , {
2e VAR - _ ------ _50' GRADE 6 5.5 ! 5' 1
2.5%-3.5%
4" SIDEWALK
EXISTING � MIN.
COLDPLANE � Q 8" CURB I � 5' -�� 0.5 1 1
AC OVERLAY GRADE 6 i
5.5 MEDIAN MIN. 1 '
FROM 0' TO 7' PROMIES S ' TO 21'
1
8"' CURB EXIST. _ - 1 1 3 1 \ JOIN 5' EXIST.
REMOVE EXIST. VARIES VARIES EX. 1
AND GUTTER CURB AND GUTTER 0 5
JOIN AC PAVEMENT 1
CURB AND GUTTER 1 FROM 0' TO 7 ) FROM ' TO 21' EXIST.
NEW AC 1 JOIN AC PAVEMENT I
TYPICAL SECTION JURUPA AVENUE
VARIES I IX. PVMT 4" SIDEWALK COLDPLANE &
PAVEMENT _ 1 1 2.0%-3.2% i
1 - _ - j- - COLDPLANE do AC OVERLAY
N.T.S. 1 - AC OVERLAY FULL DEPTH AC
EXIS
FROM STA. 11+50 TO 14+50 4" SIDEWALK � COLDPLANE & "
T.I.=10.5
I� ExIOI'.8 CURB PAVEMENT
•�,,� I- FULL DEPTH AC AND GUTTER 8" RB CURB ANDGUTTER
8" CURB PAVEMENT MED
AND GUTTER REMOVE IX. EXIST. FEY 10T• AC
_..__ ..._ �_ REMOVE E
INLAND EMPIRE REMOVE EXIST. Ac PVMT.
APPROVED BY: CURB AND GUTTER
UTILITIES AGENCY NEW AC
=
- `������.. TYPICAL SECTION JURUPA AVENUE
.- PAVEMENT
Date LOCATION MAILING ADDRESS
CML ENGINEER FOR LE.0 A. .'.` 9400 Cherry Avenue, Building A Post Office Box 697 FROM STA. 17+50 TO 31 +85 N.T.S.
Fontana, Californ
Ac PVMT
TYPICAL SECTION JURUPA AVENUE
FROM STA. 31+85 TO 35+60
_
N.T.S.T.
Last Update:ut�: 4/29/02
I . =10.5
ia 92335 Rancho Cucamonga, California 91730
TI -105
Telephone (909) 357-0241
. , - 2007ST02.dwg
REV. REVISION DESCRIPTION DATE ENGR• CITY DAA oFEssio Thieves Engineering, /nC. CITY OF .FONTANA, CALIFORNIA
BASIS OF BEARINGS: BENCH MARK: p O NqTo
CML ENG/NEER/NG • 1ANO SURVEY/Nc
RECORD pRAWING BY THIFNES 1=1�1GG 11112/03 N•A 'tv �� I. �F 18.600 VALLEY VIEW AVENUE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �� oOK qGti�u M,� CAUFOW14 STREET IMPROVEMENT PLANS
- THE BEARINGS SHOWN HEREON ARE CITY OF FONTANA B.M. 581 - COMMENCE WITHIN YEARS OF THE DATE OF APPROVAL c 11 �5 ?,H(714)521-4811 FM(714)M1-4173 DRAWN BY-
_ Z SCALE: VERT. 1" = 4
BASED ON THE CENTERLINE OF RAILROAD SPIKE IN EASTERLY SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Prepared Under The Supervision Of - RT HORIZ.1 = 40'
* R.C.E. NO. 43293 P P TYPIck. 'T10N8 AHD MTA"
ETIWANDA AVENUE BEING FACE OF POWER POLE N0. 674320E DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: DAA:
N 00'29'30"E AS PER PARCEL MAP AT THE NORTHWEST CORNER OF J', Exp. 3-31-04 CR 4/30/02
BEFORE �u. DAYs I3EF❑RE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
NO. 5125 P.M.B. 48/51. JURUPA AVENUE AND MULBERRY AVENUE YOU DIG Y❑U DIG STANDARDS IN EFFECT. 9TF civ \\1 Flz � Date 30 OZ CHECKED BY: A D BY: �. ` . O Z DRAWING NO.: 2
TOLL FREE 1-800-227-2600 F HAIDOOK I. AGFIIAIAN RCE NO. 43293 HIA
ELEV. = 918.40 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TY ENGINEER R.C.E. 51152 DATE: :31� g
04G35 -2
i I
i 8' 50'