HomeMy WebLinkAbout2348-1PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 5 DAYS OF
EXCAVATION. A MINIMUM 2 -INCH THICKNESS OF TEMPORARY
ASPHALT PAVING SHALL HE PLACED WITHIN THE TRENCH AREA
UNTIL PERMANENT REPAIR IS COMPLETED. THE TEMPORARY
PAVING SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS
TO PROVIDE A SAFE AND SMOOTH TRAVELED SURFACE. PERMITTEE
SHALL MAINTAIN THE TEMPORARY PAVEMENT IN A SAFE AND
SMOOTH CONDITION UNTIL PERMANENT PAVING IS IN PLACE.
PRIOR TO PLACEMENT OF PERMANENT PAVING, EXISTING PAVEMENT.
SHALL BE SAW CUT TO A NEAT STRAIGHT LINE. PAVEMENT
CRACKED ADJACENT TO THE TRENCH SHALL BE SAW CUT AND
REMOVED.
ALL EDGES OF EXISTING PAVEMENT BEING JOINED AND SURFACE
BEING OVERLAID SHALL RECEIVE A TACK.* COAT OF ASPHALT
EMULSION.
TRENCHES OF 300 FEET DR MORE TO BE PAVED WITH A SELF-
PROPELLED PAVING MACHINE.
ANY STREET PAVED OR RESURFACED IN THE PREVIOUS 36 MONTHS
WHERE THE TRENCH EXTENDS FROM THE CURD MORE THAN 7 FEET
'OR IS IN A TRAVELED LANE, WILL REQUIRE AND OVERLAY 25 FEET
IN BOTH DIRECTIONS FROM THE CENTERLINE OF TRENCH.
OVERLAYS SHALL BE PAVED WITH A SELF-PROPELLED PAVING
MACHINE.
IF TRENCH FAILURE SHOULD OCCUR, THE CONTRACTOR WILL BE
NOTIFIED CIF SUCH DEFICIENCIES. TRENCH FAILURES SHALL BE
REMEDIED, REMOVED, AND REPLACED AT CONTRACTOR'S SOLE
EXPENSE AND TO THE SATISFACTION OF THE CITY ENGINEER.
Q CURVE DATA Q
RAIL CURVES
(CHORD DEF.)
J D" 11'35'48"
R_494.916'
,6=02"31"40"
La21.80'
To 10.90'
On 11'35'48"
R=494.9 t 6'
,6=32'52'54"
L=283,55'
To 145.80'
Do 11'35'48"
R=494.916'
A=30'21' 14"
L=261.75'
T=134.02'
4 D=13'32' 12"
R-424.250'
A" 30.05'52"
Le -222.34'
T+•I 13.80'
Ll NE DATA
AJ N' 30'07' 12" E - 128.28'
fil N 30'0712" E - 19.16'
F N 30'07'12" E - 109.12-
EXIST.
GROUND
CURVE STAKING
(ARC DEF.)
R= 494.073'
A02' 31'40"
Lm 21.80'
T=10.90'
Ra 494,073'
Lm 32'52'54.'
L= 283.55'
To 145, 80'
R* 494.073'
&= 30'21' 14"
Lat 261.75'
To 134.02'
R* 423.266'
A= 30*0 5'52"
L422.34'
To 113.80'
UNDERGROUND UTILITY NOTES
30' RAILROAD EASEMENT
15'
12'
SLOPE VARIES
2:1 MAX., 1% MIN.
LEAD TRACK
TRACT NO,. 13974
VINTAGE PARK
GENERAL NOTES
ALL Wo4tiH,LL 6E DONE IN ACCORDANCE WITH THESE PLANS AND 1. CONSTRUCTION OF ALL INDUSTRIAL LEAD TRACKAGE, RUNAROUND TRACKAGE,
THE CITY .OF FONTANA PUBLIC WORK*S DEPARTMENT STANDARD TURNOUTS, ETC., SHALL BE GOVERNED BY UNION PACIFIC RAILROAD'S
SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER, TECHNICAL SPECIFICATIONS FOR INDUSTRIAL TRACKS, AND ANY OTHER
1 AND T'UE''wLeSIA S00K'*STIS.SPEc.S VOR.POESht- lAla tcs COMM. Amb LAT6b•r aw-ribm APPLICABLE UNION PACIFIC STANDARDS.
CONSTRUCTION PERI "rs SHALL BE OBTAINED FROM THE 'CITY OF
FONTANA PUL -41 -IC WORKS DEPARTMENT PRIOR TO THE START OF A14Y 2. WALKWAYS SHALL BE CONSTRUCTED AT ALL SWITCHES PER EXHIBIT "E"
WORK' WITHIN THE CITY LIMITS . OF THE ABOVE MENTIONED SPECIFICATIONS.
ADEQUATE STA,4*'ES SHALL BE SET BY THE ENGINEER TO ENABLE THE 3. SAFETY EQUIPMENT AT ALL PROPOSED STREET CROSSINGS SHALL BE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. INSTALLED BY UNION PACIFIC RAILROAD.
AS BUILT DRAWINGS SHALL BE PROVIDED BY THE ENGINEER 70 THE' 4. ALL UTILITY PIPE CROSSINGS SHALL BE ENCASED PER UNION PACIFIC
EAST
CITY OF PONTANA , RAILROAD STANDARD SPECIFICATION C.S. 1029.
Ao,��.�
10'
INSTALL CONCRETE STREET CROSSING PER UNION PACIFIC RAILROAD
3'
<Z
STEEL HAVE BEEN PLACEp, INSPECTED AND APPROVED.
STANDARDS. REFERENCE P.M. 26365 STREET PLANS.
f MATERIALS, INSTALLATION AND
f STANDARD S` EI IAL PROVISIONS
BACKFILL SHALL CONFORM -TO THE
ALL BACKFILL COMPACTIdN TO BE CERTIFIED BY SAILS ENGINEER.
CURVE STAKING
(ARC DEF.)
R= 494.073'
A02' 31'40"
Lm 21.80'
T=10.90'
Ra 494,073'
Lm 32'52'54.'
L= 283.55'
To 145, 80'
R* 494.073'
&= 30'21' 14"
Lat 261.75'
To 134.02'
R* 423.266'
A= 30*0 5'52"
L422.34'
To 113.80'
UNDERGROUND UTILITY NOTES
30' RAILROAD EASEMENT
15'
12'
SLOPE VARIES
2:1 MAX., 1% MIN.
LEAD TRACK
TRACT NO,. 13974
VINTAGE PARK
GENERAL NOTES
ALL Wo4tiH,LL 6E DONE IN ACCORDANCE WITH THESE PLANS AND 1. CONSTRUCTION OF ALL INDUSTRIAL LEAD TRACKAGE, RUNAROUND TRACKAGE,
THE CITY .OF FONTANA PUBLIC WORK*S DEPARTMENT STANDARD TURNOUTS, ETC., SHALL BE GOVERNED BY UNION PACIFIC RAILROAD'S
SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER, TECHNICAL SPECIFICATIONS FOR INDUSTRIAL TRACKS, AND ANY OTHER
1 AND T'UE''wLeSIA S00K'*STIS.SPEc.S VOR.POESht- lAla tcs COMM. Amb LAT6b•r aw-ribm APPLICABLE UNION PACIFIC STANDARDS.
CONSTRUCTION PERI "rs SHALL BE OBTAINED FROM THE 'CITY OF
FONTANA PUL -41 -IC WORKS DEPARTMENT PRIOR TO THE START OF A14Y 2. WALKWAYS SHALL BE CONSTRUCTED AT ALL SWITCHES PER EXHIBIT "E"
WORK' WITHIN THE CITY LIMITS . OF THE ABOVE MENTIONED SPECIFICATIONS.
ADEQUATE STA,4*'ES SHALL BE SET BY THE ENGINEER TO ENABLE THE 3. SAFETY EQUIPMENT AT ALL PROPOSED STREET CROSSINGS SHALL BE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. INSTALLED BY UNION PACIFIC RAILROAD.
AS BUILT DRAWINGS SHALL BE PROVIDED BY THE ENGINEER 70 THE' 4. ALL UTILITY PIPE CROSSINGS SHALL BE ENCASED PER UNION PACIFIC
EAST
CITY OF PONTANA , RAILROAD STANDARD SPECIFICATION C.S. 1029.
Ao,��.�
NO CONCRETE SHALL BE PLACED UNTIL FARMS AND REINFORCING
INSTALL CONCRETE STREET CROSSING PER UNION PACIFIC RAILROAD
IFD J,F. DAVIDSON ASSOCIATES,INC.
<Z
STEEL HAVE BEEN PLACEp, INSPECTED AND APPROVED.
STANDARDS. REFERENCE P.M. 26365 STREET PLANS.
f MATERIALS, INSTALLATION AND
f STANDARD S` EI IAL PROVISIONS
BACKFILL SHALL CONFORM -TO THE
ALL BACKFILL COMPACTIdN TO BE CERTIFIED BY SAILS ENGINEER.
CONSTRUCTION NOTES
RAILROADIMPROVEMENT PLANS
STATIONING REFERS 70 THF CENTERLINES OF STORM DRAINS AND
REFERENCE MADE ON CENTERLINE OF STREET STATItlNTNG EXCEPT
�
INSTALL INDUSTRIAL ?RACK RAIL, TIES, ROAD BED, AND REQUIRED
WALKWAYS PER UNION PACIFIC RAILROAD STANDARDS.
f CONS-rRUCT I ON IN THE CITY OF
WHERE OTHERWISE NOTED.
PER UNION PACIFIC RAILROAD STANDARD SPECIFICATION G.S. 1029
f
2O.
INSTALL N0, 7 TURNOUT PER UNION PACIFIC RAILROAD STANDARDS,
�a EXISTING MANHOLES WHICH ARE
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
MEET EXISTING RAID.
� PROP.
LEAD TRACK A
� L ADJOINING CURBS AND SIDEWALK'S.
- AND FINISH TO AL�
FAP'VFTI I q�.tni i Terr of err LITTLIf�11T OTMO
NO TRFNf'H Mn
3
EXISTING STORM DRAIN MANHOLE TO BE ADJUSTED TO BASE OF
RAIL GRADE.
TYPICAL RAIL SECTION
N.T.S.
j/4 D,Ak-&-_M 1 N .�
3'
SLOPE VARIES-`
2:1 MAX., 1% MIN.
•. a 41
PROP CONCRETE ir
ENCASEMENTor
� • : s
COMPRESSIVE,
STRENGTH '
fc=2000 psi MIN. •' % ,� .
COMPACTED SELECT OF PIPE
GRANULAR .. .
BACKFILL SPRING LINE
• ' . �a
TO 90% RELATIVE J
COMPACTION. 12" / 12"
14" / 14''
EXIST. R.C.P. STORM
DRAIN PIPE TO BE
PROTECTED IN PLACE
TYPICAL CONCRETE PIPE CAP
1. PRIOR: TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE ALL UTILITY
CROSSINGS AND CONNECTIONS AND VERIFY THE LOCATION AND ELEVATION OF
ALL UTILITIES AFFECTED. THE ENGINEER SHALL BE NOTIFIED OF ANY
DISCREPANCIES BEFORE CONSTRUCTION BEGINS.
2. LOCATIONS OF SUBSTRUCTURES AS SHOWN ON PLANS ARE SHOWN FROM THE
BEST AVAILABLE INFORMATION. HOWEVER, SUCH LOCATIONS AS SHOWN OR
FAILURE TO SHOW EXISTING SUBSTRUCTURES SHALL NOT RELIEVE THE
CONTRACTORS FROM THE RESPONSIBILITY OF VERIFYING THE LOCATION
AND PROTECTING ALL SUBSTRUCTURES.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT AND
MAKE NECESSARY ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES
PRIOR TO THE BEGINNING OF CONSTRUCTION.
4. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST TWO
DAYS PRIOR TO X00 STRUCTION. PHONE: 1-800-422-4133.
PRIVATE ENGINEERING WTE
aw�re►wetla a"traNer off'"& A" in are.r�. M ii .aa�e.r rwirwtim
Underground Service Alert * �°y or fliks a"tr.st.r .nii as '� t:"f "#. �'"1, ...,�l.a "�'"'
iHtevtif �ali"!� 11* 1 ��! MiM Mre�uf lrrim"t ~% i� WAN 4 10 7F m-
Call: T 0 L L FREE air "d imibi ti �.i.a.�uUhRmerd:
..�.awe�i." .. "�
ees ee r.te�wb l�Me�"irY ena Daup"famlaw! Irr�ieaa ,ea� u
Uri
1=111 -
or Hiea�i, !e eww� E aarnee of Mien� /M wt.ilUiiilY arais+a fr•� tm Nle Aaluan /Mrerel."ei.
1 -- 800
7M irrlre" moltiar a �la�a k rea#M��u
_ ,1 r] curacy Ond sec"tabl ty " tM epe n h�rfon, in tnM •rent �f
L+ •] c"'.0p i i*snjiinisir shill w r�tMY�+awr ']aa i1S i�uotla".
aaairptable sel tlan and rwlsind ilia Tana far "wival r 11 1
a.a+
Y.
TWO WORKING DAYS BEFORE YOU DIG
N.T.S.
(COOPER E65 LOADING)
f �- PROVAL
OF THE CITY'S INSPECTOR.
4�.
INSTALL CONCRETE STREET CROSSING PER UNION PACIFIC RAILROAD
IFD J,F. DAVIDSON ASSOCIATES,INC.
<Z
-CIVIL ENGINEERS - SURVEYORS - PLANNERS-
LANNERS-` FOR REVISION NOAONLY
STANDARDS. REFERENCE P.M. 26365 STREET PLANS.
f MATERIALS, INSTALLATION AND
f STANDARD S` EI IAL PROVISIONS
BACKFILL SHALL CONFORM -TO THE
55..
SEWER AND WATER CROSSINGS TO BE INSTALLED IN CASING PIPE
FOR SANITARY GFIAJ.ER
f CONS-rRUCT I ON IN THE CITY OF
FONTANA AND GREE -NB IClK ,
PER UNION PACIFIC RAILROAD STANDARD SPECIFICATION G.S. 1029
f
FOR NON-FLAMABLE SUBSTANCES, PER P.M. SEWER AND WATER PLANS.
�a EXISTING MANHOLES WHICH ARE
TO BE ADJUSTED TO A .NEw GRADE'�,
STORM DRAIN CROSSING TO BE INSTALLED PER UNION PACIFIC
SHALL BE DONE WITH MA : ERIALS
SIMILAR IN TO
QUALITY TTHOSE I
RAILROAD STANDARD SPECIFICATION C S 1029 FOR NON-ELAMABLE
1 r�°''eR-r r --
EXIST.
GROUND LINE
�?o • 1
1
t
OYEKALI-
� qusrl Wo UNION
lip
SEAL
I
IFD J,F. DAVIDSON ASSOCIATES,INC.
<Z
-CIVIL ENGINEERS - SURVEYORS - PLANNERS-
LANNERS-` FOR REVISION NOAONLY
t_v ; _31
APPROVED BY DATE r
4Y
TERESITO
R.C.E. NO. 36626 ExP. DATE 3-31-01
BENCHMARK:
LOCATION: RIVERSIDE COUNTY ALUMINUM DISC
STAMPED "M.L. 41-1, 1590" IN CONCRETE,
3FT EAST, 1OFT SOUTH OF THE BCR AT THE
SOUTHWEST CORNER OF COUNTRY VILLAGE ROAD
AND EAST COUNTY LINE ROAD (PHILADELPHIA AVE.)
ELEVATION: 840.570
APPROVED BY:
DATE:
APPROVED BY:
DATE:
�pbfLES L
ESS/�
KRONIPM
F CIVIL CALIFOQ�\�
4 + I I). !�mlp
rO I NT
MAP 417e)
M a 4 a/as
5t5?). 4E> FC-.
-If # E40.431 "IST T rACK
TME UKIUINAL S 1 RUI..TLIRE. THE CL7N T ISA%;"rOR MAY RAISE MANHOLES SUBSTANCES, PIPE SIDE AND THICKNESS AS NOTED ON PLAN.
f
TO GRADE PRIOR TO PAVING BY THE USE OF METAL RI NGS WHICH
4" MEET WITH THE APPROVAL OF THE CITY ENGINEER.
1 7. INSTALL BUMPER AT END OF LEAD TRACK PER UNION PACIFIC
1 v RAILROAD STANDARDS.
1 .
1 82. STREET CROSSING SAFETY EQUIPMENT TO BE INSTALLED PER P.M.
tl �l 1 26365 STREET PLANS, BY UNION PACIFIC RAILROAD FORCES.
INSTALL TIMBER CROSSING PER PUBLIC UTILITIES COMMISSION
j STANDARD NO. 4-C.
C10) INSTALL CONCRETE PIPE CAP PER TYPICAL DETAIL ON SHEET
NO. 1.
CONSTRUCT CONCRETE COLLAR PER LOS ANGELES COUNTY FLOOD
I t7ze aftve PArx CONTROL DISTRICT STD. DWG. NO. 2-D393.
~.. LEGEND ! 2 PROPOSED 16' WIDE SOUTHERN CALIF. EDI SON (SCE)
t ACCESS ROAD TO BE GRADED DURING CONSTRUCTION
2. I PER S. C.E. SPECIFICATIONS.
-- I I'll A1•IL.S ' T.R. TOP OF RAIL
469W104 150027050,v
I T.O.P. TOP OF PIPE
TAT- LlgC..
AVE` 44- C4• T.O.C.P. TOP OF CASING PIPE
t
NOTE:
.�a �4 L 1. OPERATING ENGINEERS SHALL OWN THE TRACK AS
k.EAP TKAC " ~'� SHOWN HEREON. THE UNION PACIFIC RAILROAD CO.
I =10+17. W� PTI N( L T ACr#�.. SHALL, HAVE OPERATIONAL RIGHTS.
I I IATAL L C tO5xv I N& F K0*(SEiF AFC W) t
10 +Q& . '�4 Pos. C . l cIt_T1 m1_ M 1 v,A 2. TRACK SMALL BE MA 1 NTA I NED 8Y OPERATING ENGINEERS.
\ LOMA COM HE
EXIST.
1 y- IA I L KOb%P K MEN T
% SITE
I
I
LOCATION
4Y
KAAV
SAN BERNARDINO
COUNTY
FONTANA
jit_AMLFHIA
STREET
w
COUNTY
LINE
II ♦f
RIVERSIDE COUNTY
II
+�
.4c'ssi
i
H
II EXIST.
�
X►I L IWA t7
tiEf4T
LOMA
V
-
t
t
ROUTE= 60
FAEEWAY
"`
4
�
+ 50
FT. , -1
TW K�uT
`
�,
e
s Lvo ,
I
ALL/EXCAVATION WITHIN THE CITY OF FONTANA RIGHT-OF-WAY
#
REQUIRES AN EXCAVATION PERMIT FROM THE COMMUNITY DEVELOPMENT
DEPARTMENT - ENGINEERING DIVISION.
�
1
i
7 WQ R K I IVIS�a
I
�A/a 6� 1_1 //1« / / s 6 // / //
2 f{ UPPORTED AS
(gip Cls . H IN THE
-- - CR I BED 8Y
Ya a,
&FROG CROSSING DETAIL ;_ f)�.VNR
d' SOILS
e, y ve DESIGNER
DETAIL A&# Rh .,
J.F.DAVIDSON ASSOCIATES. -INC.
-CIVIL ENGINEERS - SURVEYORS - PLANWRS•-
L. KRONING, R.C.E. 4MN . 12/31/94ie00 L M --* m__ -
NO
ALL D DEFINITION
FIELD BOOK REF. COUNTY OF SAN BERNARDINO
APPROOVED BY: _
GATE/
CITY ENGINEER, CITY OF FONTANA, CA
47 t
R.C.E. NO.: 25126 EXP. DATE: 12-31-97 MARK
C631w n BY OWN sY c"u nr SCALE:
C.L.K. J.A.A. C.L.K.
AS SHOWN
sIB1lIT7E0
BY
REVISED INERT, AND HORIZ. A116NMENT
DATE:
REV. CROSSING FROG DETAIL CLK 4-28-94 APPROVED BY
AVPel> K IN4 FfC6 A9 t)et`ALL, "AGtr --Z"3 JANUARY 1993
REVISIONS APPR I DATE I ,
VICINITY MAP
M.T.S.
OWNER/DEVELOPER
OPERATING ENGINEERS FUND, INC.
100 EW -_ -_ - - ��'REET
' CALIFORNIA 91103
RAILROAD IMPROVEMENT PLANS W'0 .N� 3212912
TRACT N0. 13974 ROAD N0.
VINTAGE PARK EAST FILE X10.
RAILROAD IMPROVEMENT PLANS /
11-11E $-'MD Al G 2 3z+:5 SHEET � bF F>