HomeMy WebLinkAbout6.1-1768CITY OF BAKERSFIELD STANDARD DETAILS
ST -1 CURBS AND GUTTER TYPES "A", "B", & VIC11
ST -4 COMMERCIAL DRIVE APPROACH TYPE "B"
ST -10 CURB RAMP DETAILS
ST -11 PAVEMENT PATCHES
ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS
ST -13 STRUCTURAL PAVEMENT SECTION
ST -17 MAJOR STREET CROSS SECTION
ST -23 STREET LIGHT MAST ARM TYPE
ST -24 STREET LIGHT BASE PLATE DETAILS LOCATION DETAILS
ST -25 STREET LIGHT PULL BOX DETAILS
ST -26 POLE NUMBERING
SW -2 MANHOLE TYPE "All
D-17 GUTTER DEPRESSION
ST -22 SURVEY MONUMENT
SW -1 SEWER LATERAL MARKER
S*6 FRAMES AND COVERS FOR MANHOLES AND CLEANOUTS
A88A CURB RAMP DETAILS
1100 SUMNER ST.111111
Pe
-AKERSFIELD CA 93305
* wwcpu;
a 0— C. -
PROJECT LOCATION
BAKERSFIELD, CA
Pacific
Ocean
nAlVICINITY MAP
SCALE: NONE
C� KEY MAP
C1 SCALE: 1#1 = 200'
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E. N0.61069
-7
---- -- --- - ----- ------------
REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR DATE
-1-7
REVIEWED BY: TRAFFIC ENGINEER DATE
ENGINEER'S CERTIFICATE
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY
WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN
CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS
OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE
FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ERRORS,
OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND
DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION!
2,Y41
APP 'ROVEAY: DATE
��V\-),OFESS/o
J.
0
0 K -
WC 62284
EXRi,10
IMPACTED STREETS: OF
CIVIL
SUMNER STREET (COLLECTOR) 1,654 FEET
GAGE STREET (LOCAL) 200 FEET
Materials List
SHEET INDEX
Units
Quantity
Excavation
CY
431
SHEET
L.F.
1497
Concrete Sidewalk (4" Thick)
SF
8318
Concrete Driveway (6" Thick)
NUMBER TITLE
2859
Aggregate Base (Class 2)
CY
1546
Street Surfacing Paving
C -000.S COVER SHEET
1127
Saw Cutting
L.F.
1669
Standard Outlet Structure
C -001.S GENERAL NOTES
4
Catch Basin (Type A)
Ea.
2
18" RCP Storm Drain (Plain)
C-002.5 LEGEND & PROJECT CONTACTS
152
4" Sanitary Sewer Pipe
L.F.
81
8" Sanitary Sewer Pipe
C-010
STREET IMPROVEMENTS DEMOLITION PLAN 1 OF 2
Sanitary Sewer Manhole (Standard Type A)
Ea.
1
C-011
STREET- IMPROVEMENTS DEMOLITION PLAIN 2 OF 2
1
Street Lights
Ea.
C-101
STREET IMPROVEMENTS PLAN & PROFILE 1 OF 4
L.F.
1296
CALTRANS Detail 22 Double Yellow Striping
C-102
STREET IMPROVEMENTS PLAN & PROFILE 2 OF 4
CALTRANS Detail 27B Striping
L.F.
292
C-103
STREET IMPROVEMENTS PLAN & PROFILE 3 OF 4
C-104
STREET IMPROVEMENTS PLAN & PROFILE 4 OF 4
C-120
STREET IMPROVEMENTS STRIPING
PLAN
1 OF 2
C-121
STREET IMPROVEMENTS STRIPING
PLAN
2 OF 2
C-130
PUBLIC SEWER PLAN & PROFILE
C-131
ON-SITE SEWER PLAN & PROFILE
C-201
DRIVEWAY DETAILS
C-202
DRIVEWAY DETAILS
C-203
DRIVEWAY DETAILS
C-204
DRIVEWAY DETAILS
C-205
COB DRIVEWAY AND SIDEWALK DETAILS
ABBREVIATIONS
0
Ac.
ACRES
Inch, Inches or Second (s)
Ave.
Avenue
Inv.
Invert
CU
Blvd.
Boulevard
Lt.
Left
CB
Catch Basin
L
Length
CPT
Concrete Pile Trestle, - Ballast Deck
L.F.
Lineal Feet
CIP
Cast Iron Pipe
Max.
Maximum
Ile
CMP
Corrugated Metal Pipe
Min.
Minimum
MConc.
Concrete
N
North
CSP
Corrugated Steel Pipe
NTS
Not to Scale
CuIv.
Culvert
No.
Number
C.Y.
Cubic Yards
OH
Overhead
0
Degree (s)
Prop.
Proposed
Z
DI
Drop Inlet
RR
Railroad
0
Dia.
Diameter
R/W
Right of -Way
cis
Dr.
Drive
Rt.
Right
Dwg.
Drawing
S.F.
Square Feet
E
East
Sta.
Station,
Elev.
Elevation
Std.
Standard
<
Exist.
Existing
St.
Street
:2
CD
Foot, Feet or Minute (s)
Typ.
Typical
<
CD
F.S.
Finished Surface
UG
Underground
r'
C�
U-)
Horiz.
Horizontal
UPRR Union Pacific, Railroad
00
C)
C:)
(0
625 E CARNEGIE DRIVE
LO
C;
SUITE #100
T_T
C)
_
Cf)
SAN BERNADINO, CA 92408
N
�
LL
&COM
NY
(909) 806-8000
C\1
N
_;_:
1100 SUMNER ST.111111
Pe
-AKERSFIELD CA 93305
* wwcpu;
a 0— C. -
PROJECT LOCATION
BAKERSFIELD, CA
Pacific
Ocean
nAlVICINITY MAP
SCALE: NONE
C� KEY MAP
C1 SCALE: 1#1 = 200'
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E. N0.61069
-7
---- -- --- - ----- ------------
REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR DATE
-1-7
REVIEWED BY: TRAFFIC ENGINEER DATE
ENGINEER'S CERTIFICATE
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY
WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN
CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS
OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE
FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ERRORS,
OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND
DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION!
2,Y41
APP 'ROVEAY: DATE
��V\-),OFESS/o
J.
0
0 K -
WC 62284
EXRi,10
IMPACTED STREETS: OF
CIVIL
SUMNER STREET (COLLECTOR) 1,654 FEET
GAGE STREET (LOCAL) 200 FEET
Materials List
Road Construction Item
Units
Quantity
Excavation
CY
431
Curb & Gutter (PCC A2-6)
L.F.
1497
Concrete Sidewalk (4" Thick)
SF
8318
Concrete Driveway (6" Thick)
SF
2859
Aggregate Base (Class 2)
CY
1546
Street Surfacing Paving
Tons
1127
Saw Cutting
L.F.
1669
Standard Outlet Structure
Ea,
4
Catch Basin (Type A)
Ea.
2
18" RCP Storm Drain (Plain)
L.F.
152
4" Sanitary Sewer Pipe
L.F.
81
8" Sanitary Sewer Pipe
L.F.
196
Sanitary Sewer Manhole (Standard Type A)
Ea.
1
Survey Monuments,
Ea.
1
Street Lights
Ea.
4
CALTRANS Detail 9 Skip Striping
L.F.
1296
CALTRANS Detail 22 Double Yellow Striping
L.F.
1153
CALTRANS Detail 27B Striping
L.F.
292
6.1-1768
CITY RECORDS NO.
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EXIST. UPRR PROP. DRIVEWAY
RIGHT-OF-WAY
. X J
_
X X X X X - -- X - --�E X "�C �-�E X -�-- � '�C
_ _ _ -X�" 7v�"
------------------------------ '---------------- ----- _--__—__ _�____—__ ---------------------- —•
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__--- -_
_ _
_-- --- PROP. EXIST. EDGE PROPGUTTER . LIP OF d / \
FLOWLINE OF PAVEMENT I Q
. �
PROP. BACK
............................................. _ ..... ......
.....
..... .......................................... _ . _ .............................I -�-
_.... _ ................... __........................................................__....._. ,......, _..
OF CURB co
-I
24' Iw- I
....._. ........_
SUMNER STREET
0+00 2+00 4+00
STA: 0+64.46 TO STA: 0+75.94 SUMNER STREET
TWO-WAY YELLOW STA. 2+14.76 TO STA: 5+74.09
O DOUBLE 4". YELLOW CENTERLINE CENTERLINE .... __.. �.... �._..___...._ '�'
a. o RETROREFLECTIVE
o N PAVEMENT MARKING
z o N c i PER CALTRANS DETAIL 22 MARKER {TYP.}
c6
wLo
� 00 STA. 1+22.92 TO STA: 1+63.80
t • c'? DOUBLE 4" YELLOW CENTERLINE
m u) z w PAVEMENT MARKING
,PER CALTRANS DETAIL 22
SEE NOTE 3
F -ml -m- TOM iwiir=I
NOTES:
1. PAINT SHALL BE THERMOPLASTIC CONFORMING TO THE CITY STANDARD
SPECIFICATIONS, UNLESS OTHER TREATMENT IS ALLOWED. DETAILS FOR STRIPING
FROM THE CALTRANS STANDARD PLANS SHALL BE THE TYPES WHICH INCLUDE RAISED
PAVEMENT MARKERS. SEE CALTRANS STANDARD PLAN A20A AND A20B.
2. EXISTING STRIPES SHALL BE REMOVED, WHERE NECESSARY, AND SHALL CONFORM TO
THE PROVISIONS IN THE CITY STANDARD SPECIFICATIONS.
3. SEE SURVEY NOTES ON GENERAL NOTES SHEET.
24' ; ..,.r qqr�
SUMNER STREET .
8+00 10+00
�....
i C!)
ui
EXIST. EDGE I
OF PAVEMENT
W
=
UJ
......................................................................:............................................ ._... __. _................................................................................:........................................................................................................_......_.__..
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SCALE IN FEET
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PAVEMENT MARKING
PER CALTRANS, DETAIL 276
x
);� .. .. . ... . ... ... . .................. .....
- — -- — -- — -- — -- — --
NOTES:
1. PAINT SHALL BE THERMOPLASTIC CONFORMING TO THE CITY STANDARD
SPECIFICATIONS, UNLESS OTHER TREATMENT IS ALLOWED. DETAILS FOR STRIPING
FROM THE CALTRANS STANDARD PLANS SHALL BE THE TYPES WHICH INCLUDE RAISED
PAVEMENT MARKERS. SEE CALTRANS STANDARD PLAN A20A AND A20B.
2. EXISTING STRIPES SHALL BE REMOVED, WHERE NECESSARY, AND SHALL CONFORM TO
THE PROVISIONS IN THE CITY STANDARD SPECIFICATIONS.
3. BASELINE POINT OF BEGINNING ESTABLISHED FROM
MONUMENT AT GAGE STREET (SEE SHEET C-103) AND
EXTENDED ON BEARING OF SUMNER STREET RIGHT-
OF-WAY.
20 0 20 40
SCALE IN FEET
................................ ... .............. ............ ......
C7
i
0
+0
1 ......... .. .. .......... ......
. . . . ... ........... . ... ... ... ............ .. ........................... ............
0
SUMNER STREET
CENTERLINE
<
....... ... .. ....
............ .
i-
�"" 10+00
UJ
DOUBLE 4" SOLID
1 u
YELLOW CENTERLINE
PAVEMENT MARKING
PER CALTRANS DETAIL 22
r
w
w
w
0
240
4 ..... ... T1
............... ...........
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o 0
+
PAVEMENT MARKING
PER CALTRANS, DETAIL 276
x
);� .. .. . ... . ... ... . .................. .....
- — -- — -- — -- — -- — --
NOTES:
1. PAINT SHALL BE THERMOPLASTIC CONFORMING TO THE CITY STANDARD
SPECIFICATIONS, UNLESS OTHER TREATMENT IS ALLOWED. DETAILS FOR STRIPING
FROM THE CALTRANS STANDARD PLANS SHALL BE THE TYPES WHICH INCLUDE RAISED
PAVEMENT MARKERS. SEE CALTRANS STANDARD PLAN A20A AND A20B.
2. EXISTING STRIPES SHALL BE REMOVED, WHERE NECESSARY, AND SHALL CONFORM TO
THE PROVISIONS IN THE CITY STANDARD SPECIFICATIONS.
3. BASELINE POINT OF BEGINNING ESTABLISHED FROM
MONUMENT AT GAGE STREET (SEE SHEET C-103) AND
EXTENDED ON BEARING OF SUMNER STREET RIGHT-
OF-WAY.
20 0 20 40
SCALE IN FEET
WE
2
?N
0
CONTROL POINT CP -04
MONUMENT WELL .............................
NORTHING: 4953.57
FASTING: 4943.03
ELEVATION: 414.25
STA* 10+94.29
CONTRACTOR TO PROTECT IN'
STA. 400+00.00 STA. 10+92.96, 200.06RT
PLACE OR REMOVE FOR
CONNECT TO EXISTING STA. 401+95.06 STA. 10+92.96, 5.00' RT
CONSTRUCTION AND RESET IN
SANITARY SEWER MANHOLE INSTALL TYPE "A" MANHOLE
SAME LOCATION AS BEFORE
4 PER COB DETAIL S��2
PER COB DETAIL ST -22
...........
....................................... .......... ................ ........... ......
/0
STA. 402+75.41
0 20 40
0�
STA. 10+92.96, 75.35' LT
"A"
.20
400 0 401+00 0 01 54" E
+00
g
N .6111. 10 ff
3
INSTALL TYPE MANHOLE
s s
PER COB DETAIL SW -2
. .....
FEET
SC ALE IN FEET
GAGE STREET
CD
INSTALL 8" SAN. SEWER
195 L. F.
............ INSTALL 4" SANITARY
...........
.... .......... ........ .... . ........ SEWER LATERAL
. . ........ 81 L. F.
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FF = 418.35
400+50 401+00 401+50 402+00 402+50 403+00
PUBLIC (GAGE STREET) SEWER PROFILE
fill,
CD 9\�kQFESS/
J.
RIPTION co DRAWN BY:
62284m J S R
0 EXP CHECKED BY:
625 E CARNEGIE DRIVE
Sim
WILSION SUITE #100
SAN BERNADINO, CA 92408 DATE:
E:
7
V, 10"fo"I h /f DA N IV (909) 806-8000 lilt 1., 4*7 11/11/201
MM
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LEGEND:
CONCRETE (PEDESTRIAN)
CONCRETE (DRIVEABLE)
PEDESTRIAN EASEMENT
PROPOSED PRIVATE ASPHALT
DETECTABLE CROSSING SURFACE
o0 0 0 0 0 0 0 0 0 .......
11) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 ) 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PROPOSED STREET ASPHALT
NOTES:
1. CONSTRUCT ALL DRIVEWAYS PER CITY OF BAKERSFIELD
DETAIL ST -4 ON SHEET C-205.
2. CONSTRUCT ALL SIDEWALKS PER CITY OF BAKERSFIELD
DETAIL ST -5 ON SHEET C-205.
EXISTING CITY N: 5108.78
RIGHT'OF-WAYx A974-60- X X X.- X X N: 5105.74
N: 5111.73 ELEV: 417.07 E: 4069.12
E: 3949.68 ELEV: 416.86 N: 5102.79
ELEV: 417.22 N: 5106.56 E: 4093.95
N: 5112.55 N: 5107.76 N: 5104.81 :5107.96 E: 406 n of -7 N: 5101.76 5,098.82 E LEV/i(41 A- 8- 1 1.97 PROPOSED
E: 3942.73 E: 3949.21 E: 3974.03 E: 3981.45 ELEV:r�488 x E: 4068.65 E:4093.48 x 4100.90 RIGHT-OF-WAY
ELEV: 417.25 ELEV: 417.14 ELEV: 416 99 ELEV: 417.03 ELEV: 416.78 ELEV: 6.73 ELEV: 416.80
----------- ----------- 1 0 0 0 0 0 0 0- GRADING LIMITS x
x1�s 0 0 0 0 0 0 0 0
00000000
0 0 0 0 0 0 0 0 1
0 0 0 0 0 0 � CIL 0 0 0 0 0 0 0 0
0 0 0 0.0 0 0 0 41 0 0 0 0 0 . .
0 0 0 N: 5101.07
GRADING LIMITS 0 OLO 0
0000000000000,
0 0 0
%
00000000
M - - 2- -
0 0 0 0 1 1 - - x-
0 0 0 0 0 0 0 0 0 0 0 E 3981.28 x x 0 0.0 0 0 0-0 0 0.
0.0 0 0 0 0 000000000 0 0 0 0 0 0
4>
0 0 0 0 0 *0 0 0', 0 0 01, FX 0 0 0 0 0 0 0 0 o° 0 0 0�0 °°
00000000 ELEV: 416.85
N: 5105.70 N: 5093.08
E: 3933.53 z� N: 5098.96
EXISTING'CITY E. 4107.90
ELEV: 417.09 15 E: 4052.53 RIGHT"'OF-WAY
ELEV: 416.61
ELEV: 416.72
I 1�1 I I [�, <
d> 15 4>
--------- --- . .. . . . .. . ..
N:.5,089..33
II
ins v- Z� Z�
Z� N:'.5096.03,
C)
.36
41 E: 4092.
N: 5098.71 E: 3972.99
0 4>
ELEV:416.58
E: 3948.13 BACK RF CURB ELEV: 41.6.83
T T�
IF T
ELEV:.41-6.96 A5
A A A A
N: 5095.57
N: 5095.53 E: 3987.10 . ..... N: 5089.24
N. 5092.33 N. 5091.48 N: 5089.89
N. 5087.62
N. 5100.23 N. 5098.22 E: 3972-93 ELEV: 416.79 .......... ...... E: 4089.32E: 4092.30 E: 4107.26
E: 3932.98 ELEV: 416.33 E. 4067.53 E. 4070.45 -416.09
E: 3948.07 ELEV: 416.63 ELEV. ELEV: 416.08
ELEV: 417.03 ELEV: 416.46 N: 5093.46 ELEV: 416.13 ELEV: 416.55
LIP OF GUTTER N: 5095.67 E: 4052.35
E: 3969.93 ELEV: 416.66
ELEV: 416.34 N:,5091.83 LIP OF GUTTER
FLOWLINE
N: 5097.91 FLOWLINIt E: 4067.47
E: 3951.06 ELEV: 416.13
ELEV: 416.45
. .......... ,
>
0+75 1+00 1+25
SUMNER STREET
CENTERLINE SUMNER STREET'
CENTERLINE
------------- -------
2+00 2+25 2+50
DRIVEWAY DETAIL STA. 1+01.72 DRIVEWAY DETAIL STA. 2+21.04 6.1-1768
A SCALE: 1 "=5' SCALE: 1 "=5'
F SS/ CITY RECORDS NO:
REV. # BY DATE DESCRIPTION DRAWN BY:
Vice Office of Assistant Vi 'e President
C 62284 JSR UNION PACIFIC
Al Engineering Design
17SO p
CHECKED BY:
625 E CARNEGIE DRIVE
Sim LOCATION:
SUITE #100 1100 Sumner Street
SAN BERNADINO, CA 92408 DATE:
Bakersfield, California 93305
(909) 806-8000
11/11/2016
14, 0
4 :7v
L39 4 03
V.
E E 16 99
DWG TITLE:
A -NY BAKERSFIELD' YARD OFFICE
SHEET SET NUMBER SHEET NUMBER
C-201 of C-204 13 of 17 DRIVEWAY DETAILS
C
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X
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N: 5079.30
E: 4291.94
ELE.Y: 416. N: 5075.32
N:5080rn= E: 4291.46
E: 428AT.%.#--N"09 ELEV: 416.57
ELEV: 416.66
EXISTING CITYrrrJ
tires
MNW.
... ......... .. .
RIGHT-OF-WAY
X
N: 5072.38
E: 4316.29
ELEV: 416.52'
01
N: 5076.35
X
E: 4316.76
4 f-%
. FLEV.->�Xu
N. 5075.52
E: 4323.71
ELEV 416.58
N: 5047.05♦ 05044.11
E:'4563.64 E: 4588.40'
.5043 ELEV: 416.44
N: 047.88 ELEV: 416.50 W. 08 N�5Q40.1/4 N: 5043.28
//E: 45Q3.16/ / E. 4595.41
/ r
/E: Ar.R719$1
4556.68 5L EV: 446 42 ELEV: 416.42
KPxt-
ELEV: 416.52
akt
EXISTING CI
RIGHT-OFu.
-
PROPOSED.''
RIGHT-OF-WAY
rn
C�-XL,41)111G LIWITS
3
ELEV. 4t6.18
I,> L_> I I--, ,
. G. 'to I U. .1 11 . . . . . I
FEVA 16
L
LEGEND:
SAN BERNADINO, CA 92408
(909) 806-81000
CONCRETE (PEDESTRIAN)
I
x
. . . &-. 1 ,0 . . , . . L I . . .
ELEV: 416.0 '
-- - ----------
CONCRETE (DRIVEABLE)
A A A A
PEDESTRIAN EASEMENT
A A
PROPOSED PRIVATE ASPHALT
DETECTABLE CROSSING SURFACE
0 0 0 0 0 0 0 0 0 0 0 0-0 0 0 oc;!
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 CIO 1- 0
0 0 0 0 0 0 0 0 0 0 0 0 0 1) 0 0 0 0
---- -------
PROPOSED STREET ASPHALT
x
X
NOTES:
T
T T
1. CONSTRUCT ALL DRIVEWAYS PER CITY
OF BAKERSFIELD
T T
1 -1-7
DETAIL ST-AON SHEET C-205.
FLOWLINE
2. CONSTRUCT ALL SIDEWALKS PER CITY OF BAKERSFIELD
X
DETAIL ST -5 ON SHEET C-205.
N: 5033.15
E: 4561.99
X
N: 5030.21
E: 4586.81,
N: 5028.93
E: 4601.77
N: 5072.38
E: 4316.29
ELEV: 416.52'
01
N: 5076.35
X
E: 4316.76
4 f-%
. FLEV.->�Xu
N. 5075.52
E: 4323.71
ELEV 416.58
N: 5047.05♦ 05044.11
E:'4563.64 E: 4588.40'
.5043 ELEV: 416.44
N: 047.88 ELEV: 416.50 W. 08 N�5Q40.1/4 N: 5043.28
//E: 45Q3.16/ / E. 4595.41
/ r
/E: Ar.R719$1
4556.68 5L EV: 446 42 ELEV: 416.42
KPxt-
ELEV: 416.52
akt
EXISTING CI
RIGHT-OFu.
-
PROPOSED.''
RIGHT-OF-WAY
rn
C�-XL,41)111G LIWITS
SCALE: 1 "=5'
umm
X 9 04 a V 1[21 IWO, k
3
ELEV. 4t6.18
I,> L_> I I--, ,
. G. 'to I U. .1 11 . . . . . I
FEVA 16
L
&COMPANY
SAN BERNADINO, CA 92408
(909) 806-81000
E: 4562'..05
ELEV: .416'.Of
I
-, .. _ . , - - .. L11 vI I LI_ I II- I
. . . &-. 1 ,0 . . , . . L I . . .
ELEV: 416.0 '
. . . I . '. . . . . . .4290
A A A A
A A
T
T T
T T
T T
FLOWLINE
N: 5035.42
E: 4547.15
N: 5033.15
E: 4561.99
N: 5030.21
E: 4586.81,
N: 5028.93
E: 4601.77
N: 5065.04 N: 5061.18
N: 5067.66 N: 5065.39 N: 5062.45
E: 4293.27 E. 4330.07
E: 4275.45
ELEV: 416.21
E. 4290.29
ELEV: 415.68
ELEV: 415.68
E: 4315.11
ELEV: 415.63
ELEV: 416.10
ELEV: 416.10
ELEV: 415.56
ELEV: 415.50
ELEV: 415..96
N: 5062.80
N: 5032.80
E: 4564.97
N: 5030.56
E: 4312.13
ELEV: 415.56
LIP OF GUTTER
E: 4583.83
'415.51
ELEV.
ELEV: 415.64
FLOWLINE
LIP OF GUTTER
SUMNER STREET
CENTERLINE
SUMNER STREET
CENTERLINE
4+25
4+50
4+75
7+00
7+25
7+50
DRIVEWAY DETAIL - STA. 4+45.41
DRIVEWAY DETAIL - STA. 7+19.02
6.1-1768
SCALE: 1 "=5'
umm
X 9 04 a V 1[21 IWO, k
SCALE: 1 "=5'
0ESS16
F,
CITY RECORDS NO:
C 622
4* UNION PACIFIC Office of Assistant Vice President
EXP. 30 A
CHECKED BY: Engineering Design
IMAI
I SJ14 LOCATION: Q*
I DATE:
11/11/20 6
1 III DWG TITLE:
SHEET SET NUMBER SHEET NUMBER
C-202 of C-204 14 of 17
Bakersfield, California 93305
BAKERSFIELD YARD OFFICE
DRIVEWAY DETAILS
625 E CARNEGIE DRIVE
SUITE #100
&COMPANY
SAN BERNADINO, CA 92408
(909) 806-81000
SCALE: 1 "=5'
0ESS16
F,
CITY RECORDS NO:
C 622
4* UNION PACIFIC Office of Assistant Vice President
EXP. 30 A
CHECKED BY: Engineering Design
IMAI
I SJ14 LOCATION: Q*
I DATE:
11/11/20 6
1 III DWG TITLE:
SHEET SET NUMBER SHEET NUMBER
C-202 of C-204 14 of 17
Bakersfield, California 93305
BAKERSFIELD YARD OFFICE
DRIVEWAY DETAILS
LEGEND:
.CONCRETE (PEDESTRIAN)
a
CONCRETE (DRIVEABLE)
PEDESTRIAN EASEMENT
PROPOSED PRIVATE ASPHALT
DETECTABLE CROSSING SURFACE
PROPOSED STREET ASPHALT
1� A
X
X
18" RCP, SEE
GRADING PLAN
x
N: 5
EXISTING CITY E: 4.62
RIGHT-OF-WAY E :415.59
GRA
DING LIMITS
77 71
t h } ' '' /' '' ♦' NOTES:
b fE ,
1. CONSTRUCT ALL DRIVEWAYS PER CITY OF BAKERSFIELD
/' /' ,/ /' •' /' DETAIL ST -4 ON SHEET C-205. '
' 2. CONSTRUCT ALL SIDEWALKS PER CITY ,OF BAKERSFIELD
DETAIL ST -5 ON SHEET C-205.
000000000000--00000
000000000000000000
000000000000000000
000000000000000000
-------------
pz
/
X
,
lo
,'
E: 4851.57 N: 5009.94
LEV: 415.58 ' /
E: 4876.40
50f18,91 ,/' ,' ,/' N:/5045.9T ELEV: 415.51 -�
' E: -48 .10' E 4.8`15.-53 /' / /' •' :5009.11
� .4883.35
/
�i..EV: 41"5. ,' , ELtV/ 41x.43" EL V: 415.49
t
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yy �
r*
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0000000\/ �� `/ 5)0000000 00.
p p D D
--- 00000.000
N: 5006.71 �'��� n o o „ o
E. 4835.74
ELEV: 415.41
'
C.
_.. ___, . __._ r _- _ _. __. -_ _ _.
I __p _. SACK OF CURB p D D 'N: 4996.53-E
N-.4999.48. E.4874.81 0
® s E:• 4849.98 p p D D p ELEV: 415.25 0
a; ELEV: 415.32
p
C)FLOWLINE
N: 4998.9$ N: 4996.04 N: 4994.77
CD N: 5001.25 E: 4849:92 E: 4874.75 E: 4889.70
E: 4835,09 ELEV: 414.82 ELEV: 414.75 ELEV: 415.21
CD ELEV: 415.35
N: 4998.63 LIP OF GUTTER N: 4996.39 PROPOSED
E: 4852.90 E: 4871.77 CATCH BAS I N
ELEV: 414.81 ELEV 414.76
CC
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I / ,' / ,' / / ' / ' ♦ / ,/ , / ,/ , / , / , / // , / / / ♦ / / ♦ / / / / / / / / / / / / / / / / ♦ / / / i
/
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GRADING PLAN
/ ♦ / / / / i / / / / / / / ♦ / / ♦ / / / / / / / / / / / / / / / / / / /
00.95 /
♦ /
ELEV: 415.49 N: 4999.24
/ ♦ ♦ E: 4966.57
i< '• ELEV: 415.57 :4998.41
N: 5004.78 9 :4973.52
/ ♦ 4926 8 / /
E: 4919 0 / • 415.59
/ E�V•41 4 4 54 '
ELEV: 15.48 1/ E' �y W '
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DRAWN BYa
6.1-1768
CO
C 62284 ° S UNION PACIFIC Office of Assistant Vice President.
®� w: R Engineering Design
EXP. CHECKED BY: RAIUWA,D g
sr. C�Vt� Sim LOCATION:
l DATE:
J V
d' 11/11/2016 DWG TITLE:
SHEET SET NUMBER SHEET NUMBER
C-203 of C-204 15 of 17
B93305akersfield,
i r r
BAKERSFIELD YARD OFFICE
DRIVEWAY DETAILS
625 E CARNEGIE DRIVE
SUITE #100
& CO M If)/ A-INY
SAN BERNADINO, CA 92408
(909) 806-8000
-' w ' wylwya 0 F.Al I a &I I F.Al
SCALE: 1 "=5'
J.
DRAWN BYa
6.1-1768
CO
C 62284 ° S UNION PACIFIC Office of Assistant Vice President.
®� w: R Engineering Design
EXP. CHECKED BY: RAIUWA,D g
sr. C�Vt� Sim LOCATION:
l DATE:
J V
d' 11/11/2016 DWG TITLE:
SHEET SET NUMBER SHEET NUMBER
C-203 of C-204 15 of 17
B93305akersfield,
i r r
BAKERSFIELD YARD OFFICE
DRIVEWAY DETAILS
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/ LEGEND: /♦ NOTES:
CONCRETE (PEDESTRIAN) ,'' /' �' /'' /' ,'' ♦' ,/' ,'' ,/ 1. ONSTRUCT ALL DRIVEWAYS PER CITY OF BAKERSFIELD /' ,'' ,'' ,'' ,''
_--lo
----____-_DETAIL ST -4 ON SHEET C-205. •
/ /
2. CONSTRUCT ALL SIDEWALKS PER CITY OF BAKERSFIELD
CONCRETE (DRIVEABLE) r' D ' ,' ♦' /' DETAIL ST -5 ON SHEET C-205.
:
77
PEDESTRIAN EASEMENT y, ,' •' /
�gI
Ile
PROPOSED PRIVATE ASPHALT
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 / / ♦ , / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DETECTABLE CROSSING SURFACE '
000060000000000000 , / , / ♦ , / , , , i , , , , , , , , , , , , , , , , ,
o 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 / / ' / / / / / / / / ♦ / / � , , / ,
/ / /
'PROPOSED STREET ASPHALT �' /' ♦' /' /�` /' /' /' /' /' /' ♦' /' /' ♦' ♦' /' /' /' /' /' /' /' /' /' /' .' /' •' .'
F7T=
/ / / / / / / / / /
/ / / / / / / / / / ♦ ♦ /
/ ♦ , / ♦ . / ♦ / . . . / ♦ i . ♦ . . . . ♦ / / , / N: 4962.06
E: 240.18 /
E: 5279.90
/ / ELEV: 416.20
E L V: 416.12 / / / / ♦ / ♦ i ♦ . / • • / / ♦ / / �I : X958'0&' /' /' ,' /
N : 4967.0 /'N : ,496 80,' , ♦ /'N : 4961 23
• ' S 39. '0 5219.43'
E: 5286. 5
E: 52: .23 E• 7 ��
/ /
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,. ,i .. ....>,. h < . :.:.... ....: ... n F .. . E /. .�' /3'.: ! , .. L.Y..l>.. €,'
r ,... 5. .n, : : s a ::< .. ,.,, .:: ....: ........ .. ....... .. .. ..%.v :..f � F• .J{... :v.. :./�r.:, w n. ,... . iE r:W. '. .Y .J3;
vv�'. L✓. ..v.., v. ..< .... .... , / ... .. :. . � r .. , �' t : f,� . .Y n. %. : . , ¢,. §`�' . m . 1. 'v:, .,i..� ..,.k;:::� 9
.,r3..:y% v... r... :.., : ,... ..Y, ✓.'',. .c ,..f, Pr. { n.,r, ,:.Y?r Y .,/. -. .., 1,.,. :.v. >, >.:... X .-� ,,5S,,/,,yf � 'K'' � � Y' .
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GRADING LIM S
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a:.< ,< � ' s� E'i.. 3 s : 3 4 ��,L?`� ' :� .. ,i.:..r< . ,. � . �, ? Y:•¢. r, 5.! ',� ,r t. <. >: rte. r, i >.ri' ,
� r
/
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f/ 0 0 0 0 0 0 .
Q o 0
..�,___ 0 0 0 0 0.0 0 0
N: 4960.59 % o 0 0 o o Q n PROPOSE. N: 4952.35
E: 5224.34,EXISTING
p prn Dp DD DD DD D
D RIGHT,OF-WAY . E: 5293.85
RIGHT-OF-WAY ELEV. 416
.03ELEV: 415.89
-------- - - -�D �- 4 Q -- -------------=--==---- - ---------'
N. 4953.36 D p BACK OF CURB p p D D D N: 4948.65
5.238.59 )� � � � p D p D• p � p D p D p � p � p
E: 5278.31 �
I ELEV: 415.86
ELEV: 415.94
Af
FLOWLINE
---------__._ ....... . _. ___.._ _____------
N: 4955.13 N: 4952.87 N: 4948.15 N: 4946.88
E: 5223.69 E: 5238.53 E: 5278.25 E: 5293.20
ELEV: 415.83 ELEV: 415.36 ELEV: 415.44 ELEV: 415.97
N: 4952.51 LIP OF GUTTER N: 4948.51
E 5241.51 E: $275.27
ELEV: 415.37 ELEV: 415.44
14+
6.1-1768
CITYRECORDS
f
.� DRAWN
Office of Assistant Vice President
JSR UNION PACIFIC
CHECKED:
Sim
LOCATION:00 Sumner Street
DATE:
Bakersfield, a•o 93305
'1 I
11/11/2016
• 'SHEETNUMBER
•
BAKERSFIELD YARD OFFICE
SHEET SET NUMBE
04 of 04 16 of DRIVEWAY
R , i
625 E CARNEGIE DRIVE
SUITE #100
& CO M I[)/ A -ANY
SAN BERNADINO, CA 92408
(909)806-8000
6.1-1768
CITYRECORDS
f
.� DRAWN
Office of Assistant Vice President
JSR UNION PACIFIC
CHECKED:
Sim
LOCATION:00 Sumner Street
DATE:
Bakersfield, a•o 93305
'1 I
11/11/2016
• 'SHEETNUMBER
•
BAKERSFIELD YARD OFFICE
SHEET SET NUMBE
04 of 04 16 of DRIVEWAY
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GENERAL NOTEA
1 Contractors shall notify Service Alert, (800) 642-2444 and UPRR Fiber Optics
Hotline (800) 336-9193, 48 hours prior to a ' ny excavation. The USA
Authorization Numbers shall be kept at the job site.
2. No work whatsoever shall be commenced without first notifying the UPRR
Engineer.
.3. The Contractor shall comply with all Federal, State, County, and City Laws
and Ordinances and Regulations of the Department of Industrial Relations, OSHA,
NPDES and Industrial Accident Commission related to the safety and character of
the work, equipment and labor personnel.
4. Contractor shall be responsible for coordinating, with all Utility agencies.
5. Contractor shall protect in place (by any means necessary) all existing
utilities to remain unless otherwise specified herein, contractor shall be
responsible for the complete repair at his expense, for any damage to existing
utilities, structures, or other site features, as a result of his work.
6. Prior to placing curbs, pavements, base, subbase, track,, etc., all
underground utilities shall be installed, backfill completed, and the Engineer
notified by each of the *utility companies having facilities within the work
area, that the utility installation has satisfactorily passed acceptance tests.
7. All existing underground utilities, that are not to be re -used shall be
abandoned in place. All existing pipelines to. be abandoned in place shall be
cement slurry filled and capped at least 3'-0" below top of proposed subgrade.
8. Contractor shall verify locations and elevations of existing utilities
whether known or unknown prior to beginning construction.
.9. Any underground structures such as cesspools, cisterns, mining shafts,
tunnels, septic tanks,* wells, and pipelines not located prior to construction
shall be brought to the attention of the engineer for determination of.
appropriate action such as removal or treatment in a manner judged suitable to
the engineer.
10. Contractor shall coordinate location of all proposed utilities with UPRR to
assure accuracy of utility connections and compliance with local codes.
11. Any existing conditions found to be a variance with these drawings must be
immediately reported to the Engineer.
12. Contractor shall maintain and clean to the satisfaction of the Engineer,
all access and service roads used during construction.
13. Contractor shall perform all construction in such a manner as to protect
adjacent existing buildings, and other site elements which are to remain in
service.
14-. Contractor shall provide electronic As -built Drawings for all improvements.
15. Landscape areas are to be designed and graded to minimize excess
landscape drainage across the sidewalk for those areas over 2%.
DESIGN CRITERIA
1 UPRR standard plans and trackworks
2. Bakersfield Engineering Department
3. California Department of Transportation Roadway Standards
1. Railroad stationing for project profiles and alignments is based on stations
established for chord definition spiraled curves at the centerline of the
existing UPRR Main Line unless otherwise noted.
23he contractor is responsible for the preservation of all survey control
monuments. In the event monuments are damaged or destroyed by the contractor,
the Engineer will replace the monument solely at the contractor's expense.
3. Bench Mark is monument well located at intersection of Gage Street and Sumner
Street. Northing = 4953.57, Easting = 4943.03, Elevation = 414.25.
4. Basis of Bearing - Intersection of Sumner Street and Gage Street, North
83013'57" West to the Intersection of Sumner Street and Owens Street.
CONTROL POINTS
POINT # NORTHING EASTING ELEVATION DESCRIPTION
CP -011 5000.0000 5000.0000 416.1300 60D PINK ORG
--- - -------
CP-02 5710.3816 4888.1136 421.3513 BM 1
.
47666911
CP -03 4888.1136 414.3732 60D PINK
CP -04 4953.5684 i 4943.0325 i 414.2505 CL MON WELL
BASELINE CONTROL POINTS_
--- --- - ---- -
POINT # STATION NORTHING EASTING
1 POB 0+00.00 5082.52 3856.37
CP -04 10+94.29 4953.57 4943.03
POE 17+18.09 J_4880.06 -5562.49
---------- --
16. No field changes will be permitted without direct written authorization
from the UPRR Engineer or his representative.
17. Contractor shall coordinate work which affects adjacent property owners.
Any questions or agreements b * etween adjacent property owners and contractor
shall be made in writing. A copy of such agreement shall be provided to the
UPRR Engineer or his representative..
18. If the project is subject to the provisions of the National Pollutant Discharge
Elimination System (NPDES), A "Notice of Intent"(NOI) to comply with the terms
of the General Permit to Discharge Storm Water Associated with Construction
Activity (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED
NDED BY ORDER
2010-0014-DWQ AND ORDER 2012-0006-DWQ) must be filed with the state Water
Resources Control Board in Sacramento before the beginning of any construction
activity. Compliance with the general permit requires that a Storm Water
Pollution Prevention Plan (SWPPP) be prepared, continuously carried out, and
always be available for public inspection during normal construction hours. -
Waste Discharge Identification (WDID) Number 5F15W002607 has been issued by
the I State Water Resources Board for this project.
19. Right-of-way lines shown on the plans were taken from existing UPRR
right-of-way map and are approximate.
20. Match lines for sheets are based on the existing Main Line stationing
unless otherwise specified.
21. Track laying, ballasting, and installation of road crossing panels will be
done by UPRR unless otherwise stated.
22. Where-, existing culverts are to, be extended, the contractor shall expose
existing drainage structures and field verify size and type before ordering.
23. The contractor is responsible for the removal of all pavement markings that
will be in conflict with the proposed work.
24. Contractor shall comply with all State of California and City of
Bakersfield standard specifications for construction of public improvements
requirements. City of Bakersfield standard specifications shall prevail.
25. Contractor shall maintain at least one access to all affected business. If
necessary, multiphase construction shall be utilized.
26. An Open Street Permit shall be obtained from the City of Bakersfield Public
Works Department for any work performed within existing, accepted street
right-of-way. ight-of-way. Unless secured by an Improvement Agreement, approved insurance
and security based based on an approved engineers estimate for the work
preformed within the right-of-way shall be posted prior to issuance of the
permit.
27. Any items in the public Right-of-way that are damaged or do not meet
current standards set by Public Works will require' repairing and/or upgrading
as per City Engineer.
28.Contractor shall manage construction waste in a manner that complies with
CGC 5.408 and CGC 5.713.8. Contractor shall provide construction waste
management plan as specified in CGC 5.408.1.1.
29. An open street permit shall be obtained from the City of
Bakersfield public works department for any work performed
within existing accepted street right-of-way. Unless 'Secured
by an improvement agreement, approved insurance and security
based on an approved engineers estimate for the work performed
within the right-of-way shall be posted prior to issuance of the permit..
30. Stamp an 'IS" into the curb face over each sewer laterial.
Stamp a "C" into the curb face at all median conduit crossings.
31. Prior to paving the design engineer for the project shall verify that
.conditions remain the same as shown in the approved plans. Should conditions be
changed, a revised plan shall be submitted to the City for approval 10 days
prior to paving.
32. Luminaries shall be solid state light emitting diode with twist lock
photocell (oriented north) and shall conform to the latest requirements of the
current City of Bakersfield LED Street Lighting Specifications.
33. All easements must be recorded prior to the City issuing a Certificate of
Occupancy (NOC).
1 Underground service alert shall be contacted two (2) working days
prior to construction. (1-800-642-2444)
2. 24 hour inspection notice - prior to the start of any phase of
construction, the City construction inspection section shall be given
at least 24 hours notice. The section may be notified at (661)326-3049.
3. Compaction test note - compaction tests shall be the responsibility
of the developer/contractor. The number and location of required
tests shall be determined by the City engineer.
4. 95% compaction required at least 1 foot under each side of cross gutter.
__IRAFFIC NOTES
1
DATUM
HORIZONTAL,
NAD 1983
VERTICAL
NAVD 1988
CONTROL POINTS
POINT # NORTHING EASTING ELEVATION DESCRIPTION
CP -011 5000.0000 5000.0000 416.1300 60D PINK ORG
--- - -------
CP-02 5710.3816 4888.1136 421.3513 BM 1
.
47666911
CP -03 4888.1136 414.3732 60D PINK
CP -04 4953.5684 i 4943.0325 i 414.2505 CL MON WELL
BASELINE CONTROL POINTS_
--- --- - ---- -
POINT # STATION NORTHING EASTING
1 POB 0+00.00 5082.52 3856.37
CP -04 10+94.29 4953.57 4943.03
POE 17+18.09 J_4880.06 -5562.49
---------- --
16. No field changes will be permitted without direct written authorization
from the UPRR Engineer or his representative.
17. Contractor shall coordinate work which affects adjacent property owners.
Any questions or agreements b * etween adjacent property owners and contractor
shall be made in writing. A copy of such agreement shall be provided to the
UPRR Engineer or his representative..
18. If the project is subject to the provisions of the National Pollutant Discharge
Elimination System (NPDES), A "Notice of Intent"(NOI) to comply with the terms
of the General Permit to Discharge Storm Water Associated with Construction
Activity (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED
NDED BY ORDER
2010-0014-DWQ AND ORDER 2012-0006-DWQ) must be filed with the state Water
Resources Control Board in Sacramento before the beginning of any construction
activity. Compliance with the general permit requires that a Storm Water
Pollution Prevention Plan (SWPPP) be prepared, continuously carried out, and
always be available for public inspection during normal construction hours. -
Waste Discharge Identification (WDID) Number 5F15W002607 has been issued by
the I State Water Resources Board for this project.
19. Right-of-way lines shown on the plans were taken from existing UPRR
right-of-way map and are approximate.
20. Match lines for sheets are based on the existing Main Line stationing
unless otherwise specified.
21. Track laying, ballasting, and installation of road crossing panels will be
done by UPRR unless otherwise stated.
22. Where-, existing culverts are to, be extended, the contractor shall expose
existing drainage structures and field verify size and type before ordering.
23. The contractor is responsible for the removal of all pavement markings that
will be in conflict with the proposed work.
24. Contractor shall comply with all State of California and City of
Bakersfield standard specifications for construction of public improvements
requirements. City of Bakersfield standard specifications shall prevail.
25. Contractor shall maintain at least one access to all affected business. If
necessary, multiphase construction shall be utilized.
26. An Open Street Permit shall be obtained from the City of Bakersfield Public
Works Department for any work performed within existing, accepted street
right-of-way. ight-of-way. Unless secured by an Improvement Agreement, approved insurance
and security based based on an approved engineers estimate for the work
preformed within the right-of-way shall be posted prior to issuance of the
permit.
27. Any items in the public Right-of-way that are damaged or do not meet
current standards set by Public Works will require' repairing and/or upgrading
as per City Engineer.
28.Contractor shall manage construction waste in a manner that complies with
CGC 5.408 and CGC 5.713.8. Contractor shall provide construction waste
management plan as specified in CGC 5.408.1.1.
29. An open street permit shall be obtained from the City of
Bakersfield public works department for any work performed
within existing accepted street right-of-way. Unless 'Secured
by an improvement agreement, approved insurance and security
based on an approved engineers estimate for the work performed
within the right-of-way shall be posted prior to issuance of the permit..
30. Stamp an 'IS" into the curb face over each sewer laterial.
Stamp a "C" into the curb face at all median conduit crossings.
31. Prior to paving the design engineer for the project shall verify that
.conditions remain the same as shown in the approved plans. Should conditions be
changed, a revised plan shall be submitted to the City for approval 10 days
prior to paving.
32. Luminaries shall be solid state light emitting diode with twist lock
photocell (oriented north) and shall conform to the latest requirements of the
current City of Bakersfield LED Street Lighting Specifications.
33. All easements must be recorded prior to the City issuing a Certificate of
Occupancy (NOC).
1 Underground service alert shall be contacted two (2) working days
prior to construction. (1-800-642-2444)
2. 24 hour inspection notice - prior to the start of any phase of
construction, the City construction inspection section shall be given
at least 24 hours notice. The section may be notified at (661)326-3049.
3. Compaction test note - compaction tests shall be the responsibility
of the developer/contractor. The number and location of required
tests shall be determined by the City engineer.
4. 95% compaction required at least 1 foot under each side of cross gutter.
__IRAFFIC NOTES
1
All barricades, warning signs, lights, devices, etc. for the guidance of
3.
Contractor shall submit traffic control. plans to city of Bakersfield Traffic
vehicle traffic and pedestrians must conform to the installation shown in the
Department for approval at least 2 weeks prior to each road closure. Plans
Manual on Uniform Traffic Control Devices (MUTCD), current edition.
shall be 11" x 17" engineered drawings, sealed by a professional engineer from
the state of California.
2.
Contractor shall make twice daily inspections of barricades and flashing
lights to ensure proper placement and functioning of warning devices.
4.
The contractor is responsible for the prompt replacement and/or repair of
all traffic control devices and appurtenances damaged or disturbed due to
construction.
ASPHALT CONCRETE
PAVING NOTES
1.
Asphalt Concrete shall be Type 'A' (modified) for all arterial and collector
12.
Where compacted thickness of a layer of asphalt is more than 0.15 foot,
streets and Type '13' (modified) for local streets and shall conform,to the
paving operations shall be conducted in such a manner that the layer of asphalt
provisions in Section 39, "Asphalt Concrete", of the Standard Specifications
concrete is placed on all contiguous lanes of the traveled way before the lanes
and these Special Provisions.
are opened to public traffic. At the end of each work shift, the distance
between the ends of a layer of asphalt concrete on adjacent lanes shall not be
2.
Prior to the addition of asphalt binder, the combined mineral aggregate for
greater than 10 feet. Additional asphalt concrete shall be places along the
Type 'A' (modified) or Type 'B' (modified) Asphalt Concrete shall conform to
transverse drop-offs on each lane. Such additional asphalt concrete shall be
the requirements of Section 39-2.02, "Aggregate", of the Standard
hand raked and compacted to. form temporary conforms before the lanes are opened
Specifications for 3/4 inch maximum, medium grading.
to public traffic. Kraft paper, or other approved bond breaker, may .be,placed
under the conforms to facilitate the removal of the conforms when paving
3.
Asphalt Binder for Type 'A' (modified) Asphalt Concrete shall be PG 64-10
operation resume.
performance graded asphalt, unless otherwise directed. by the, City Engineer.
Asphalt Binder for Type '13' (modified) Asphalt Concrete shall be PG 64-10
13.
Asphalt concrete shall be compacted to. a minimum of 92 percent of the
Performance graded asphalt, unless otherwise directed by the City Engineer. The
maximum theoretical density as determined by. ASTM D-2041. In-place density
Asphalt Binder shall conform to the requirements in the table for
shall be determined in accordance with California Test 375.
"Steam -Refined Paving Asphalts", in Section 92-1.02, "Grades", of the Standard
Specifications.
14.
If the In -Place Density of any lot of asphalt concrete is less than 92
percent or greater than 94 percent of the maximum theoretical density, the
4. The
amount of the Asphalt Binder to be mixed with the Mineral Aggregate
contractor will be advised that the required relative compaction is not being
shall be determined by the Contractor in accordance with California Test Method
attained and that the materials or procedures, or both, if needed are adjusted.
367 using samples of materials proposed for use in the work. The amount of
Asphalt concrete spreading operations shall not continue until the contractor
Asphalt Binder shall be approved by the City Engineer.
has notified the City Engineer of the adjustment that will be made in order to
meet the required compaction. If any successive test after notice is given does
5. At least 14 days prior to the start of work, the Contractor shall submit the
not meet the specific range, the asphalt concrete represented by that lot shall,
following for the City Engineer's review and approval:
be removed and replaced with material that meets the In -Place Density
A. A list of aggregate and asphalt sources.
requirements.
B. Documentation verifying that the aggregate to be incorporated in the work
conform to the requirements in Section 39-2.02, "Aggregate", of the Standard
15.
If the test results for any lot of asphalt concrete indicate that the
Specifications and these Special Provisions. Material sieve analysis and sand
realitive compaction is either less than 90 percent or more than 96 percent the
equivalent test results shall not be older than six (6) months. All other test
asphalt concrete represented by that lot shall be removed and replaced with
results shall be no older than one (1) year.
material that does meet the In -Place Density requirement. The corrective work
C. An asphalt concrete mix design determined in accordance with California
shall be at the contractors expense.
Test 367. Laboratory test results on which the design is based shall be
submitted with the mix design along with the theoretical maximum density of the
16.
The Field Density of compacted asphalt concrete shall be determined by:
design mixture as determined by ASTM D2041. The asphalt concrete mix shall meet
A. A properly calibrated unclear asphalt testing device in the field, of
the requirements of Section 39-2.02, "Aggregate", of the Standard
B ASTM D1188 when slabs or cores are taken for laboratory testing. Zinc
Specifications* and these Special Provisions. If the data 8ubm'ifted shows that
Stearate may be substituted with paraffin.
the materials are substantially the same as when the design was -prepared, the
C. In case of dispute, method "B" shall be used.
design may be up to three (3) years old. The Contractor shall bear all the
costs associated with the asphalt concrete mix design.
17.
If the finished surface of the asphalt concrete does not meet the specified
surface tolerances, it shall be brought within tolerance by either:
6.
Where new asphalt concrete pavement is to conform to existing surfaces. the
A. Abrasive grinding with equipment utilizing diamond blades,
existing pavement is to be saw cut in a neat straight line, either parallel or
B. Removal and replacement, or
perpendicular to the centerline of the street, and at a minimum distance of one
C. Placement of an asphalt concrete overlay.
(1) foot from the existing edge of pavement.
The method will be selected by the City Engineer. The corrective work shall be
at the contractor's expense.
7.
A prime coat will* not be required on non -paved areas to be surfaced prior to
the placement of asphalt concrete.'However. all other requirements of Section
18.
If abrasive grinding is used to bring the finished surface to specified
39-4.01, "Subgrade", of the 'Standard Specifications shall be met.
surface tolerances, additional grinding shall be performed, as necessary, to
enlarge the grinding area so that the longitudinal limits of grinding are at a
8.
The area to which Pain Binder has been applied shall be closed to public
constant offset from, and parallel to, the nearest lane line or pavement edge
traffic. Care shall be taken to avoid tracking binder material onto the
and the transverse limits of grinding are. normal to the pavement centerline.
existing pavement surface beyond the limits of construction.
All ground areas shall conform to the requirements in the first paragraph and
the last four paragraphs of section 42-2.02, "Construction", of the Standard
9.
Paving seams shall be located to match designed traffic lane stripe
Specifications. A fog seal coat shall be 'applied to all finished asphalt
locations unless otherwise permitted by the City Engineer.
surfaces at the contractor's expense. The fog seal coat shall be either
rejuvenating agent or asphalt emulsion as directed by the City Engineer.
10.
Intersections and tapered shoulders shall be surfaces as directed by the
City Engineer. Additional asphalt concrete shall be placed at road connections
19.
Arterial and collector street base material shall be crushed aggregate base
and private drive where shown on the plans and as directed' by City Engineer and,
(CAB) conforming to Section 200-2.2 of the "Greenbook". Base material for local
shall be hand raked, if necessary, and compacted to form smooth, tapered
streets shall be CAB or fine gradation Crushed Miscellaneous Base (CMB)
connections.
conforming to Section 200-2.4 of the "Greenbook" which allows up to 50 percent
of the volume to be reclaimed asphalt concrete, Portland cement concrete, lean
11.
Where the compacted thickness of a layer of asphalt concrete is 0.15 foot
concrete base, cement treated base, or a combination of these materials. Other
or less, paving operations shall be conducted in such a manner that, at the end
recycled bases shall not be allowed. Aggregate base shall be compacted to a
of each work shift, the length of pavement along the longitudinal drop-off
minimum of 95 percent of maximum dry density.
between adjacent lanes is not greater than that which can be surfaced during
the following shift of normal -paving operations. Additional asphalt concrete
20.
Paving contractor shall grade the paving areas to the following modified
shall be placed along the transverse drop-offs on each lane. Such additional
Caltrans standard specification section 19-1.03 per the City of Bakersfield:
asphalt concrete shall be hand raked and compacted to form temporary conforms
A. When asphalt concrete of asphalt concrete base is to be placed on the
before the lanes are opened to public traffic. Kraft paper, or other approved
grading plane, the grading plane at any point s * hall not vary. More than 0.04
bond breaker, may be placed under the conforms to facilitate the removal of the
foot above or below the grade established by the engineer.
conforms when paving operation resume.
B. When the subbase or base material (other than asphalt concrete base) is to
be placed on the grading plane, the grading plane at any point shall not vary
more than 0.04 foot above or below the grade established by the engineer.
0?,C)FESS/04�1
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LEGEND
UTILITIES SIGNS
AIR Compressed Air
f E Stop
F/ 0 Fiber Optic Cable
G Gas Pipeline C General Purpose
®- OHP Overhead Power Line
SS Sanitary Sewer FENCES
Overhead. Signal Line AIR
Chain Link Fence
Steam Line
With Barbed Wire
ss— Storm Sewer Chain Link
T Telephone Snow / Sand
UGE Underground Electric
Silt Fence
W Water Main
Underground Wire ROADS
UN Unknown Utility
V. Valve Center Line
0
Edge Of Pavement
M.H. Manhole
0
El C.B. Catch Basin OTHER.
FH. Fire Hydrant
0
STRUCTURES River or Lake
Culvert :y A A Embankment
Culvert with Headwalls y y
Flow Line
if Double Culvert
X Milepost
Building
MIS Milemarker
LIGHTING 15 Control Point
Light Pole Revision Number
Light Tower
Revision Cloud
CONSTRUCTION
Flow Direction
Cut Lines
Detection Loop
Fill Lines
PROPERTY
Section Line
Center Section Line
Parcel or Easement Line
------------------------ Right of Way
Street Improvements for
1100 Sumner Street PRoJECT_coNTacTs
Bakersfield, California 93305
Project Footprint -4.3 Acres CONTACT PHONE NUMBER UPRR
GREGORY CLARK (402) 544-3270 Facility & Utility Design Program Manager
CONTACT PHONE NUMBER FIBER
CONTACT
CONTACT
GEORGE GILLBUR
JOHN WILBURN
ERNIE MEDINA
HAYWARD COX
LORETTA LEON
DANIEL PADILLA
MANNY BEHL
AT&T
Time Warner Cable
.PHONE NUMBER UTILITIES
1-800-743-5000 Pacific Gas and Electric Company (PG&E)
(661) 326-3715 Water Resource. Department (City of Bakersfield)
(661) 326-3114 Solid Waste Division (City of Bakersfield)
PHONE NUMBER
FEDERAL AND LOCAL GOVERMENT AGENCY
(661) 326-3997
City of Bakersfield Public Works - Engineering and Traffic
(661) 326-3114
City of Bakersfie'ld, Public Works -Solid Waste
(661) 326-3720
City of Bakersfield Public Works'- Site Utilities
(661) 326-3682
City of Bakersfield Fire Department
(661) 326-3673
City of Bakersfield Community Developement - Planning
(661) 837-7200
California Water Services - Water Engineer
(661) 326-3590
City of Bakersfield Sewer Engineering
(661) 326-3576
City of Bakersfield Public Works - Drainage Engineering
PHONE NUMBER
GENERAL
(8 00) 336-9193
UPRR CALL BEFORE YOU DIG
(888) 258-0808
CALL BEFORE YOU DIG (NATIONAL DIRECTORY)
(888) 877-7267
UPRR Response Management Communications Center (RMCC)
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PROCEED WITH CAUTION AND
TEMPORARILY PROTECT AS
REQUIRED FOR CONSTRUCTION
STA: 0+90.28
OFF: 40.36' LT STA. 2+06.10, 39.96' LT TO
SAW CUT 20 L.F. STA. 2+25.97, 39.51' LT
EXISTING ASPHALT REMOVE GATE
REMOVE FENCE
EXISTING EOP
STA. 1+09.83, 51.96' LT TO
STA: 0+64.61 STA. 2+06.10, 39.96' LT
r- r- lr,.- ,,., , -v.-T i REMOVE EXISTTNG FENCE
f' EXISTING EOP
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EXISTING ASPHALT \ %
----------------------
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m STA: 0+64.61 SUMNER STREET
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1. UTILITIES ARE SHOWN FROM KNOWN RECORDS AND BY GROUND PENETRATING
RADAR.
♦ D ♦ • • ALL UTILITIES ♦ BE SHOWN AND CONTRACTOR SHALL EXTREME
CAUTION PERFORMING
• •• , SUBSURFACE ACTIVITIES.
2. CONTRACTOR
• A•• SHALL REMOVE
• • • RELOCATE
! ♦ 1 UNKNOWN WHETHER
SHOWN OR NOT, WITHIN THE GRADING FOOTPRINT.
3. UNKNOWN UTILITIES SHALL BE EXPOSED ANDCONTRACTOR SHALL DETERMINE TYPE
OF
AND
WHETHER THE LINE IS ACTIVE ! • INACTIVE. CONTRACTOR
PRESENT TO THE ENGINEER THEIR RECOMMENDED REMOVAL, CAPPING, OR
RELOCATION EFFORTS • • REVIEW AND
APPROVAL s••• TO BEGINNING ANY
EXCAVATION WORK.
SURVEY4. SEE NOTES ON GENERAL NOTES
LLJ
EXISTING OHP TO BE RELOCATED
SEE ELECTRICAL PLAN
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1. UTILITIES ARE SHOWN FROM KNOWN RECORDS AND BY GROUND PENETRATING
RADAR.
♦ D ♦ • • ALL UTILITIES ♦ BE SHOWN AND CONTRACTOR SHALL EXTREME
CAUTION PERFORMING
• •• , SUBSURFACE ACTIVITIES.
2. CONTRACTOR
• A•• SHALL REMOVE
• • • RELOCATE
! ♦ 1 UNKNOWN WHETHER
SHOWN OR NOT, WITHIN THE GRADING FOOTPRINT.
3. UNKNOWN UTILITIES SHALL BE EXPOSED ANDCONTRACTOR SHALL DETERMINE TYPE
OF
AND
WHETHER THE LINE IS ACTIVE ! • INACTIVE. CONTRACTOR
PRESENT TO THE ENGINEER THEIR RECOMMENDED REMOVAL, CAPPING, OR
RELOCATION EFFORTS • • REVIEW AND
APPROVAL s••• TO BEGINNING ANY
EXCAVATION WORK.
SURVEY4. SEE NOTES ON GENERAL NOTES
REMOVE CHAIN
LINK FENCE
UNDERGROUND • •
PROCEEDREMAIN IN PLACE.
CAUTION"• PROTECT
AS REQUIRED FOR CONSTRUCTION
TO
..
REMOVE
247 LF
EXISTING UPRR
RIGHT-OF-WAY •1
T
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SAW CUT 1,624 L.F. REMOVE 3,330 SY
EXISTING ASPHALT M EXISTING ASPHALT
N
UNDERGROUND ! !
REMAIN PROCEED
CAUTION AND TEMPORARILY PROTECT
AS REQUIRED FOR CONSTRUCTION
• A " 1
one ♦ • A
• • •- • •
EXISTING EOP
T
SEE SITE DEMOLITION PLAN
FOR ON-SITE REMOVALS
STA. 4+59.811 99.78' LT TO -
STA. 15+60.47, 40.54' LT
REMOVE EXISTING FENCE
1,159 LF
d G G d l
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EXISTING OHP TO BE RELOCATED 1 '
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RIGHT-OF-WAY
20 0 20 40
SCALE IN FEET
W
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UNDERGROUND • •
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CAUTION"• PROTECT
AS REQUIRED FOR CONSTRUCTION
TO
..
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247 LF
EXISTING UPRR
RIGHT-OF-WAY •1
T
T
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N
N
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SAW CUT 1,624 L.F. REMOVE 3,330 SY
EXISTING ASPHALT M EXISTING ASPHALT
N
UNDERGROUND ! !
REMAIN PROCEED
CAUTION AND TEMPORARILY PROTECT
AS REQUIRED FOR CONSTRUCTION
• A " 1
one ♦ • A
• • •- • •
EXISTING EOP
T
SEE SITE DEMOLITION PLAN
FOR ON-SITE REMOVALS
STA. 4+59.811 99.78' LT TO -
STA. 15+60.47, 40.54' LT
REMOVE EXISTING FENCE
1,159 LF
d G G d l
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EXISTING OHP TO BE RELOCATED 1 '
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1: UTILITIES ARE SHOWN FROM KNOWN RECORDS AND BY GROUND PENETRATING
RADAR. NOT ALL UTILITIES MAY BE SHOWN AND CONTRACTOR SHALL USE EXTREME
CAUTION WHILE PERFORMING ANY SUBSURFACE ACTIVITIES.
2. CONTRACTOR SHALL REMOVE OR RELOCATE ALL UNKNOWN UTILITIES, WHETHER
SHOWN OR NOT, WITHIN THE GRADING FOOTPRINT.
3. UNKNOWN UTILITIES SHALL BE EXPOSED AND CONTRACTOR SHALL DETERMINE -TYPE
OF UTILITY AND WHETHER THE LINE IS ACTIVE OR INACTIVE. CONTRACTOR SHALL
PRESENT TO THE ENGINEER THEIR RECOMMENDED REMOVAL, CAPPING, OR
RELOCATION EFFORTS FOR REVIEW AND APPROVAL PRIOR TO BEGINNING ANY
EXCAVATION WORK.
4. SEE SURVEY NOTES ON GENERAL NOTES SHEET.
F6 . 1-
20 0 20 40
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NOTES:
1: UTILITIES ARE SHOWN FROM KNOWN RECORDS AND BY GROUND PENETRATING
RADAR. NOT ALL UTILITIES MAY BE SHOWN AND CONTRACTOR SHALL USE EXTREME
CAUTION WHILE PERFORMING ANY SUBSURFACE ACTIVITIES.
2. CONTRACTOR SHALL REMOVE OR RELOCATE ALL UNKNOWN UTILITIES, WHETHER
SHOWN OR NOT, WITHIN THE GRADING FOOTPRINT.
3. UNKNOWN UTILITIES SHALL BE EXPOSED AND CONTRACTOR SHALL DETERMINE -TYPE
OF UTILITY AND WHETHER THE LINE IS ACTIVE OR INACTIVE. CONTRACTOR SHALL
PRESENT TO THE ENGINEER THEIR RECOMMENDED REMOVAL, CAPPING, OR
RELOCATION EFFORTS FOR REVIEW AND APPROVAL PRIOR TO BEGINNING ANY
EXCAVATION WORK.
4. SEE SURVEY NOTES ON GENERAL NOTES SHEET.
F6 . 1-
20 0 20 40
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ca coBY:
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DOC. # 000216182208
CL STA. 4+45.41
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................... .................................... . ......... ... -------- ..................... ............ . . . .... .... ...... . ...............
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20 0 20 40
HORIZONTAL SCALE IN FEET
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11/11/2016
DWG TITLE:
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PT IMPROVEMENTS PLAN & PROFILE 2 OF 4`
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NOTES:,
1. SEE GRADING AND DRAINAGE PLANS FOR DETAILED
STORM SEWER INFORMATION.
2. CONSTRUCT INLET WITH GUTTER DEPRESSION PER REV.# BY DATE DESCRIPTION
DETAIL D-17.
200 20 40
------- - ------- - - - ---------- 625 E CARNEGIE DRIVE
HORIZONTAL SCALE IN FEET SUITE #100
SAN BERNADINO, CA 92408
4 (909) 806-8000
&COMPANY
VERTICAL SCALE IN FEET,
STA: 10+97.96
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STA: 10+87.96
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DOC. # 000216182207
6.1-1768
CITY RECORDS NO:
J.
1 DRAWN BY:
Office of Assistant Vice President
0 ' JSR 'UNION PACIFIC
-------- fli ngineering Design
c 62284 CHECKED BY: RAI
EXP.5-30 -11
Sim LOCATION:
1100 Sumner Street
DATE:
Bakersfield, California 93305
11/11/2016
DWG TITLE:
BAKERSFIELD YARD OFFICE
SHEET SET NUMBER H SHEET NUMBER
C-1 03 of C-1 04 8 of 17
STREET IMPROVEMENTS PLAN & PROFILE 3 OF 4
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422 -
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416
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20 0 20 40
VERTICAL SCALE IN FEET
16+00 17+00.
ME 11 3EM . "
625 E CARNEGIE DRIVE
SUITE. #100
SAN BERNADINO, CA 92408
(909} 8or 8000
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DRAWNCITY RECORDS NO:
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UNIO N PACIFICOffice of . President
JSRRAI 11^A ftEXR•btl; Engineering Design
BY:
Sim
1 LOCATION:umner Street
ii Bakersfield, California 93305
i •
•WG TITLE:
1 • YARD OFFICE
SHEET SET NUMBER i NUMBER
t s
C-104 of C-104 9 of 17 STREET IMPROVEMENTS PLAN & PROFILE 4 OF 4