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ENGINEERING
DESIGN &CONSTRUCTION
STREET &SEWER IMPROVEMENTS
CITY OF BAKERSFIELD STANDARD DETAILS
ST -1 CURBS AND GUTTER TYPES "A", "B", & "C"
STA 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 "A"
D-17 GUTTER DEPRESSION
ST -22 SURVEY MONUMENT
SW -1 SEWER LATERAL MARKER
SW -6 FRAMES AND COVERS FOR MANHOLES AND CLEANOUTS
CALTRANS STANDARD PLANS
A88A CURB RAMP DETAILS
SHEETINDEX
SHEET
NUMBER TITLE
C-OOO.SR COVER SHEET
C -001.S GENERAL NOTES
C-002.5 LEGEND & PROJECT CONTACTS
C-010 STREET IMPROVEMENTS DEMOLITION PLAN 1 OF 2
C-011 STREET IMPROVEMENTS DEMOLITION PLAN 2 OF 2
C-101 STREET IMPROVEMENTS PLAN & PROFILE 1 OF 4
C-102 STREET IMPROVEMENTS PLAN & PROFILE 2 OF 4
C -103R 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-13OR 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
Ac. ACRES
Ave. Avenue
Blvd. Boulevard
CB Catch Basin
CPT Concrete Pile Trestle - Ballast Deck
CIP Cast Iron Pipe
CMP Corrugated Metal Pipe
Conc. Concrete
CSP Corrugated Steel Pipe
Culy. Culvert
C.Y. Cubic Yards
Degree (s)
DI Drop Inlet
Dia. Diameter
Dr. Drive
Dwg. Drawing
E East
Elev. Elevation
Exist. Existing
Foot, Feet or Minute (s)
F.S. Finished Surface
Hodz. Horizontal
WKSON
COMPANY
625 E CARNEGIE DRIVE
SUITE #100
SAN BERNADINO, CA 92408
909) 606-6090
1100 SUMNER ST.
BAKERSFIELD, CA 93305
ENGINEER'S CERTIFICATE
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY
w WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN
r CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS
5 w 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
PROJECT LOCATION DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
BAKERSFIELD, CA
1 -
A PROV BY: DATE
DA1 VICINITY MAP
SCALE: NONE
0c, KEY MAP
SCALE: 1"= 200'
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E. NO. 61D69
REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR
REVIEWED BY: TRAFFIC ENGINEER
DATE
DATE
0
IMPACTED STREETS:
SUMNER STREET (COLLECTOR) 1,654 FEET
GAGE STREET (LOCAL) 200 FEET
Materials List
Inch, Inches or Second (s)
Inv. Invert
Lt. Left
L Length
L.F. Lineal Feet
Max. Maximum
Min. Minimum
N North
NTS Not to Scale
No. Number
OH Overhead
Prop. Proposed
RR Railroad
RIW Right of Way
Rt. Right
S.F. Square Feet
Sta. Station.
Std. Standard
St. Street
Typ. Typical
UG Underground
UPRR Union Pacific Railroad
625 E CARNEGIE DRIVE
SUITE #100
SAN BERNADINO, CA 92408
909) 606-6090
1100 SUMNER ST.
BAKERSFIELD, CA 93305
ENGINEER'S CERTIFICATE
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY
w WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN
r CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS
5 w 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
PROJECT LOCATION DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
BAKERSFIELD, CA
1 -
A PROV BY: DATE
DA1 VICINITY MAP
SCALE: NONE
0c, KEY MAP
SCALE: 1"= 200'
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E. NO. 61D69
REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR
REVIEWED BY: TRAFFIC ENGINEER
DATE
DATE
0
IMPACTED STREETS:
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 IN' Thick) SF 8318
Concrete Driveway (6" Thick) SF 2859
Aggregate Base (Class 2) CY 1546
StreetSurfacing Paving Tons 1127
Saw Cutting L.F. 1669
Standard Outlet Structure Ea. 4
Catch Basin (Type A) Ea. 2
6" PVC Sanitary Sewer Pipe L.F. 115
8" PVC anitary Sewer i e L.F.
Sanitary Sewer Manhole (Standard Type A) Ea. 1
Survey Monuments Ea. 1
Street Lights Ea. 4
CALTRANS Detail 9 Ski p Striping L. F. 1296
CALTRANS Detail 22 Double Yellow Striping LF. 1153
CALTRANS Detail 27B Striping L. F. 292
REVISION APPROVED BY:
STEVE62284
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JIM M. SCHROETER RCE 46185
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EXP .9-30-21 C-OOO.SR
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CITY RECORDS NO.
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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.
2
HORIZONTAL
5
VERTICAL
GENERAL NOTES
1. Contractors shall notify Service Alert, (800) 642-2444 and UPRR Fiber Optics 16. No field changes will be permitted without direct written authorization
5000.0000 416A300
Hotline (800) 336-9193, 48 hours prior to any excavation. The USA
CP 02
from the UPRR Engineer or his representative.
4888.1136 _12t35.13_
Authorization Numbers shall be kept at the job site.
CP -03 47666911 4888.1136 1 414.3732 60D PINK___.__ _
17. Contractor shall coordinate work which affects adjacent property owners.
2. No work whatsoever shall be commenced without first notifying the UPRR Any questions or agreements between adjacent property owners and contractor
Engineer. shall be made in writing. A copy of such agreement shall be provided to the
POINTil STATION NORTHING
UPRR Engineer or his representative.
3. The Contractor shall comply with all Federal, State, County, and City Laws
0+00.00 5082.52 385637
and Ordinances and Regulations of the Department of Industrial Relations, OSHA, 18. If the project is subject to the provisions of the National Pollutant Discharge
NPDES and Industrial Accident Commission related to the safety and character of
1 17+18.09 1 488&016
Elimination System (NPDES), a "Notice of Intent" (NOI) to comply with the terms
the work, equipment and labor personnel. of the General Permit to Discharge Storm Water Associated with Construction
Activity (SWRCB ORDER NO.2009-009-DWQ AS AMENDED BY ORDER
4. Contractor shall be responsible for coordinating with all Utility agencies. 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
5. Contractor shall protect in place (by any means necessary) all existing activity. Compliance with the general permit requires that a Storm Water
utilities to remain unless otherwise specified herein, contractor shall be Pollution Prevention Plan (SWPPP) be prepared, continuously carried out, and
responsible for the complete repair at his expense, for any damage to existing always be available for public inspection during normal construction hours.
utilities, structures, or other site features, as a result of his work. Waste Discharge Identification (WDID) Number 5F15W002607 has been issued by
the State Water Resources Board for this project.
6. Prior to placing curbs, pavements, base, subbase, track, etc., all
underground utilities shall be installed, backfill completed, and the Engineer 19. Right-of-way lines shown on the plans were taken from existing UPRR
notified by each of the utility companies having facilities within the work right-of-way map and are approximate.
area, that the utility installation has satisfactorily passed acceptance tests.
20. Match lines for sheets are based on the existing Main Line stationing
7. All existing underground utilities, that are not to be re -used shall be unless otherwise specified.
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. 21. Track laying, ballasting, and installation of road crossing panels will be
done by UPRR unless otherwise stated.
8. Contractor shall verify locations and elevations of existing utilities
whether known or unknown prior to beginning construction. 22. culverts are be extended, the contractor shall exposeWhereexistingdrainageaexistingdrainagestructuresandfieldverifysizeandtypebeforeordering.
9. Any underground structures such as cesspools, cisterns, mining shafts,
tunnels, septic tanks, wells, and pipelines not located prior to construction 23. The contractor is responsible for the removal of all pavement markings that
shall be brought to the attention of the engineer for determination of will be in conflict with the proposed work.
appropriate action such as removal or treatment in a manner judged suitable to
the engineer. 24. Contractor shall comply with all State of California and City of
Bakersfield standard specifications for construction of public improvements
10. Contractor shall coordinate location of all proposed utilities with UPRR to requirements. City of Bakersfield standard specifications shall prevail.
assure accuracy of utility connections and compliance with local codes. 25. Contractor shall maintain at least one access to all affected business. If
11. Any existing conditions found to be a variance with these drawings must be necessary, multiphase construction shall be utilized.
immediately reported to the Engineer.
26. An Open Street Permit shall be obtained from the City of Bakersfield Public
12. Contractor shall maintain and clean to the satisfaction of the Engineer, Works Department for any work performed within existing, accepted street
all access and service roads used during construction. right-of-way. Unless secured by an Improvement Agreement, approved insurance
and security based based on an approved engineer's estimate for the work
13. Contractor shall perform all construction in such a manner as to protect preformed within the right-of-way shall be posted prior to issuance of the
adjacent existing buildings, and other site elements which are to remain in permit.
service.
27. Any items in the public Right-of-way that are damaged or do not meet
14. Contractor shall provide electronic As -built Drawings for all improvements. current standards set by Public Works will require repairing and/or upgrading
as per City Engineer.
15. Landscape areas are to be designed and graded to minimize excess
landscape drainage across the sidewalk for those areas over 2%. 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.
DESIGN _CR_IT_ ERA 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
1. UPRR standard plans and trackworks by an improvement agreement, approved insurance and security
based on an approved engineer's estimate for the work performed
2. Bakersfield Engineering Department within the right-of-way shall be posted prior to issuance of the permit.
3. California Department of Transportation Roadway Standards 30. Stamp an "S" into the curb face over each sewer laterial.
Stamp a "C" into the curb face at all median conduit crossings.
SURVEY NOTES 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
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.
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).
SPECIAL NOTES
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.
1
01
1
2.
3.
TRAFFIC _N_ OTES
All barricades, warning signs, lights, devices, etc. for the guidance of
vehicle traffic and pedestrians must conform to the installation shown in the
Manual on Uniform Traffic Control Devices (MUTCD), current edition.
Contractor shall make twice daily inspections of barricades and flashing
3. Contractor shall submit traffic control plans to city of Bakersfield Traffic
Department for approval at least 2 weeks prior to each road closure. Plans
shall be 11" x 17" engineered drawings, sealed by a professional engineer from
the state of California.
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
Asphalt Concrete shall be Type 'A' (modified) for all arterial and collector
streets and Type 'B' (modified) for local streets and shall conform to the
provisions in Section 39, "Asphalt Concrete", of the Standard Specifications
and these Special Provisions.
Prior to the addition of asphalt binder, the combined mineral aggregate for
Type'A' (modified) or Type 'B' (modified) Asphalt Concrete shall conform to
the requirements of Section 39-2.02, "Aggregate", of the Standard
Specifications for 3/4 inch maximum, medium grading.
Asphalt Binder for Type 'A' (modified) Asphalt Concrete shall be PG 64-10
performance graded asphalt, unless otherwise directed by the City Engineer.
Asphalt Binder for Type 'B' (modified) Asphalt Concrete shall be PG 64-10
Performance graded asphalt, unless otherwise directed by the City Engineer. The
Asphalt Binder shall conform to the requirements in the table for
Steam -Refined Paving Asphalts", in Section 92-1.02, "Grades", of the Standard
Specifications.
4. The amount of the Asphalt Binder to be mixed with the Mineral Aggregate
shall be determined by the Contractor in accordance with California Test Method
367 using samples of materials proposed for use in the work. The amount of
Asphalt Binder shall be approved by the City Engineer,
5. At least 14 days prior to the start of work, the Contractor shall submit the
following for the City Engineer's review and approval:
A. A list of aggregate and asphalt sources.
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
Specifications and these Special Provisions. Material sieve analysis and sand
equivalent test results shall not be older than six (6) months. All other test
results shall be no older than one (1) year.
C. An asphalt concrete mix design determined in accordance with California
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
design mixture as determined by ASTM D2041. The asphalt concrete mix shall meet
the requirements of Section 39-2.02, "Aggregate", of the Standard
Specifications and these Special Provisions. If the data submitted shows that
the materials are substantially the same as when the design was prepared, the
design may be up to three (3) years old. The Contractor shall bear all the
costs associated with the asphalt concrete mix design.
6. Where new asphalt concrete pavement is to conform to existing surfaces. the
existing pavement is to be saw cut in a neat straight line, either parallel or
perpendicular to the centerline of the street, and at a minimum distance of one
1) foot from the existing edge of pavement.
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
394.01, "Subgrade", of the Standard Specifications shall be met.
8. The area to which Pain Binder has been applied shall be closed to public
traffic. Care shall be taken to avoid tracking binder material onto the
existing pavement surface beyond the limits of construction.
9. Paving seams shall be located to match designed traffic lane stripe
locations unless otherwise permitted 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
and private drive where shown on the plans and as directed by City Engineer and
shall be hand raked, if necessary, and compacted to form smooth, tapered
connections.
11. Where the compacted thickness of a layer of asphalt concrete is 0.15 foot
or less, paving operations shall be conducted in such a manner that, at the end
of each work shift, the length of pavement along the longitudinal drop-off
between adjacent lanes is not greater than that which can be surfaced during
the following shift of normal paving operations. Additional asphalt concrete
shall be placed along the transverse drop-offs on each lane. Such additional
asphalt concrete 'shall be hand raked and compacted to form temporary conforms
before the lanes are opened 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 operation resume.
12. Where compacted thickness of a layer of asphalt is more than 0.15 foot,
paving operations shall be conducted in such a manner that the layer of asphalt
concrete Is placed on all contiguous lanes of the traveled way before the lanes
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
greater than 10 feet. Additional asphalt concrete shall be places along the
transverse drop-offs on each lane. Such additional asphalt concrete shall be
hand raked and compacted to form temporary conforms before the lanes are opened
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
operation resume.
13. Asphalt concrete shall be compacted to a minimum of 92 percent of the
maximum theoretical density as determined by ASTM D-2041. In-place density
shall be determined in accordance with California Test 375.
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
contractor will be advised that the required relative compaction is not being
attained and that the materials or procedures, or both, if needed are adjusted.
Asphalt concrete spreading operations shall not continue until the contractor
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
not meet the specific range, the asphalt concrete represented by that lot shall
be removed and replaced with material that meets the In -Place Density
requirements.
15. If the test results for any lot of asphalt concrete indicate that the
realitive compaction is either less than 90 percent or more than 96 percent the
asphalt concrete represented by that lot shall be removed and replaced with
material that does meet the In -Place Density requirement. The corrective work
shall be at the contractors expense.
16. The Field Density of compacted asphalt concrete shall be determined by:
A. A properly calibrated unclear asphalt testing device in the field, of
B ASTM D1188 when slabs or cores are taken for laboratory testing. Zinc
Stearate may be substituted with paraffin.
C. In case of dispute, method "B" shall be used.
17. If the finished surface of the asphalt concrete does not meet the specified
surface tolerances, it shall be brought within tolerance by either:
A. Abrasive grinding with equipment utilizing diamond blades,
B. Removal and replacement, or
C. Placement of an asphalt concrete overlay.
The method will be selected by the City Engineer. The corrective work shall be
at the contractor's expense.
18. If abrasive grinding is used to bring the finished surface to specified
surface tolerances, additional grinding shall be performed, as necessary, to
enlarge the grinding area so that the longitudinal limits of grinding are at a
constant offset from, and parallel to, the nearest lane line or pavement edge
and the transverse limits of grinding are. normal to the pavement centerline.
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
Specifications. A fog seal coat shall be applied to all finished asphalt
surfaces at the contractor's expense. The fog seal coat shall be either
rejuvenating agent or asphalt emulsion as directed by the City Engineer.
19. Arterial and collector street base material shall be crushed aggregate base
CAB) conforming to Section 200-2.2 of the "Greenbook". Base material for local
streets shall be CAB or fine gradation Crushed Miscellaneous Base (CMB)
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
concrete base, cement treated base, or a combination of these materials. Other
recycled bases shall not be allowed. Aggregate base shall be compacted to a
minimum of 95 percent of maximum dry density.
20. Paving contractor shall grade the paving areas to the following modified
Caltrans standard specification section 19-1.03 per the City of Bakersfield:
A. When asphalt concrete of 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.
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.
00C)
IOO
OOI
V
DATUM
HORIZONTAL NAD 1983
VERTICAL NAVD 1988
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).
SPECIAL NOTES
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.
1
01
1
2.
3.
TRAFFIC _N_ OTES
All barricades, warning signs, lights, devices, etc. for the guidance of
vehicle traffic and pedestrians must conform to the installation shown in the
Manual on Uniform Traffic Control Devices (MUTCD), current edition.
Contractor shall make twice daily inspections of barricades and flashing
3. Contractor shall submit traffic control plans to city of Bakersfield Traffic
Department for approval at least 2 weeks prior to each road closure. Plans
shall be 11" x 17" engineered drawings, sealed by a professional engineer from
the state of California.
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
Asphalt Concrete shall be Type 'A' (modified) for all arterial and collector
streets and Type 'B' (modified) for local streets and shall conform to the
provisions in Section 39, "Asphalt Concrete", of the Standard Specifications
and these Special Provisions.
Prior to the addition of asphalt binder, the combined mineral aggregate for
Type'A' (modified) or Type 'B' (modified) Asphalt Concrete shall conform to
the requirements of Section 39-2.02, "Aggregate", of the Standard
Specifications for 3/4 inch maximum, medium grading.
Asphalt Binder for Type 'A' (modified) Asphalt Concrete shall be PG 64-10
performance graded asphalt, unless otherwise directed by the City Engineer.
Asphalt Binder for Type 'B' (modified) Asphalt Concrete shall be PG 64-10
Performance graded asphalt, unless otherwise directed by the City Engineer. The
Asphalt Binder shall conform to the requirements in the table for
Steam -Refined Paving Asphalts", in Section 92-1.02, "Grades", of the Standard
Specifications.
4. The amount of the Asphalt Binder to be mixed with the Mineral Aggregate
shall be determined by the Contractor in accordance with California Test Method
367 using samples of materials proposed for use in the work. The amount of
Asphalt Binder shall be approved by the City Engineer,
5. At least 14 days prior to the start of work, the Contractor shall submit the
following for the City Engineer's review and approval:
A. A list of aggregate and asphalt sources.
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
Specifications and these Special Provisions. Material sieve analysis and sand
equivalent test results shall not be older than six (6) months. All other test
results shall be no older than one (1) year.
C. An asphalt concrete mix design determined in accordance with California
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
design mixture as determined by ASTM D2041. The asphalt concrete mix shall meet
the requirements of Section 39-2.02, "Aggregate", of the Standard
Specifications and these Special Provisions. If the data submitted shows that
the materials are substantially the same as when the design was prepared, the
design may be up to three (3) years old. The Contractor shall bear all the
costs associated with the asphalt concrete mix design.
6. Where new asphalt concrete pavement is to conform to existing surfaces. the
existing pavement is to be saw cut in a neat straight line, either parallel or
perpendicular to the centerline of the street, and at a minimum distance of one
1) foot from the existing edge of pavement.
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
394.01, "Subgrade", of the Standard Specifications shall be met.
8. The area to which Pain Binder has been applied shall be closed to public
traffic. Care shall be taken to avoid tracking binder material onto the
existing pavement surface beyond the limits of construction.
9. Paving seams shall be located to match designed traffic lane stripe
locations unless otherwise permitted 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
and private drive where shown on the plans and as directed by City Engineer and
shall be hand raked, if necessary, and compacted to form smooth, tapered
connections.
11. Where the compacted thickness of a layer of asphalt concrete is 0.15 foot
or less, paving operations shall be conducted in such a manner that, at the end
of each work shift, the length of pavement along the longitudinal drop-off
between adjacent lanes is not greater than that which can be surfaced during
the following shift of normal paving operations. Additional asphalt concrete
shall be placed along the transverse drop-offs on each lane. Such additional
asphalt concrete 'shall be hand raked and compacted to form temporary conforms
before the lanes are opened 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 operation resume.
12. Where compacted thickness of a layer of asphalt is more than 0.15 foot,
paving operations shall be conducted in such a manner that the layer of asphalt
concrete Is placed on all contiguous lanes of the traveled way before the lanes
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
greater than 10 feet. Additional asphalt concrete shall be places along the
transverse drop-offs on each lane. Such additional asphalt concrete shall be
hand raked and compacted to form temporary conforms before the lanes are opened
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
operation resume.
13. Asphalt concrete shall be compacted to a minimum of 92 percent of the
maximum theoretical density as determined by ASTM D-2041. In-place density
shall be determined in accordance with California Test 375.
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
contractor will be advised that the required relative compaction is not being
attained and that the materials or procedures, or both, if needed are adjusted.
Asphalt concrete spreading operations shall not continue until the contractor
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
not meet the specific range, the asphalt concrete represented by that lot shall
be removed and replaced with material that meets the In -Place Density
requirements.
15. If the test results for any lot of asphalt concrete indicate that the
realitive compaction is either less than 90 percent or more than 96 percent the
asphalt concrete represented by that lot shall be removed and replaced with
material that does meet the In -Place Density requirement. The corrective work
shall be at the contractors expense.
16. The Field Density of compacted asphalt concrete shall be determined by:
A. A properly calibrated unclear asphalt testing device in the field, of
B ASTM D1188 when slabs or cores are taken for laboratory testing. Zinc
Stearate may be substituted with paraffin.
C. In case of dispute, method "B" shall be used.
17. If the finished surface of the asphalt concrete does not meet the specified
surface tolerances, it shall be brought within tolerance by either:
A. Abrasive grinding with equipment utilizing diamond blades,
B. Removal and replacement, or
C. Placement of an asphalt concrete overlay.
The method will be selected by the City Engineer. The corrective work shall be
at the contractor's expense.
18. If abrasive grinding is used to bring the finished surface to specified
surface tolerances, additional grinding shall be performed, as necessary, to
enlarge the grinding area so that the longitudinal limits of grinding are at a
constant offset from, and parallel to, the nearest lane line or pavement edge
and the transverse limits of grinding are. normal to the pavement centerline.
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
Specifications. A fog seal coat shall be applied to all finished asphalt
surfaces at the contractor's expense. The fog seal coat shall be either
rejuvenating agent or asphalt emulsion as directed by the City Engineer.
19. Arterial and collector street base material shall be crushed aggregate base
CAB) conforming to Section 200-2.2 of the "Greenbook". Base material for local
streets shall be CAB or fine gradation Crushed Miscellaneous Base (CMB)
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
concrete base, cement treated base, or a combination of these materials. Other
recycled bases shall not be allowed. Aggregate base shall be compacted to a
minimum of 95 percent of maximum dry density.
20. Paving contractor shall grade the paving areas to the following modified
Caltrans standard specification section 19-1.03 per the City of Bakersfield:
A. When asphalt concrete of 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.
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.
00C)
IOO
OOI
V
CONTROL POINTS
POINT# NORTHING i EASTING ELEVATION DESCRIPTION_-
CP -01 5000 0000 5000.0000 416A300 60D PINK ORG
CP 02 5710 3816 4888.1136 _12t35.13_ BM 1
CP -03 47666911 4888.1136 1 414.3732 60D PINK___.__ _
CP -04 4953.5684 4943.0325 1 414.2505 CL MON WELL
BASELINE CONTROL POINTS
POINTil STATION NORTHING EASTING -.
POB 0+00.00 5082.52 385637
CP 04 10+94.29 4953.57 r 4943 03 _ 1
POE 1 17+18.09 1 488&016 556249
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).
SPECIAL NOTES
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.
1
01
1
2.
3.
TRAFFIC _N_ OTES
All barricades, warning signs, lights, devices, etc. for the guidance of
vehicle traffic and pedestrians must conform to the installation shown in the
Manual on Uniform Traffic Control Devices (MUTCD), current edition.
Contractor shall make twice daily inspections of barricades and flashing
3. Contractor shall submit traffic control plans to city of Bakersfield Traffic
Department for approval at least 2 weeks prior to each road closure. Plans
shall be 11" x 17" engineered drawings, sealed by a professional engineer from
the state of California.
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
Asphalt Concrete shall be Type 'A' (modified) for all arterial and collector
streets and Type 'B' (modified) for local streets and shall conform to the
provisions in Section 39, "Asphalt Concrete", of the Standard Specifications
and these Special Provisions.
Prior to the addition of asphalt binder, the combined mineral aggregate for
Type'A' (modified) or Type 'B' (modified) Asphalt Concrete shall conform to
the requirements of Section 39-2.02, "Aggregate", of the Standard
Specifications for 3/4 inch maximum, medium grading.
Asphalt Binder for Type 'A' (modified) Asphalt Concrete shall be PG 64-10
performance graded asphalt, unless otherwise directed by the City Engineer.
Asphalt Binder for Type 'B' (modified) Asphalt Concrete shall be PG 64-10
Performance graded asphalt, unless otherwise directed by the City Engineer. The
Asphalt Binder shall conform to the requirements in the table for
Steam -Refined Paving Asphalts", in Section 92-1.02, "Grades", of the Standard
Specifications.
4. The amount of the Asphalt Binder to be mixed with the Mineral Aggregate
shall be determined by the Contractor in accordance with California Test Method
367 using samples of materials proposed for use in the work. The amount of
Asphalt Binder shall be approved by the City Engineer,
5. At least 14 days prior to the start of work, the Contractor shall submit the
following for the City Engineer's review and approval:
A. A list of aggregate and asphalt sources.
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
Specifications and these Special Provisions. Material sieve analysis and sand
equivalent test results shall not be older than six (6) months. All other test
results shall be no older than one (1) year.
C. An asphalt concrete mix design determined in accordance with California
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
design mixture as determined by ASTM D2041. The asphalt concrete mix shall meet
the requirements of Section 39-2.02, "Aggregate", of the Standard
Specifications and these Special Provisions. If the data submitted shows that
the materials are substantially the same as when the design was prepared, the
design may be up to three (3) years old. The Contractor shall bear all the
costs associated with the asphalt concrete mix design.
6. Where new asphalt concrete pavement is to conform to existing surfaces. the
existing pavement is to be saw cut in a neat straight line, either parallel or
perpendicular to the centerline of the street, and at a minimum distance of one
1) foot from the existing edge of pavement.
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
394.01, "Subgrade", of the Standard Specifications shall be met.
8. The area to which Pain Binder has been applied shall be closed to public
traffic. Care shall be taken to avoid tracking binder material onto the
existing pavement surface beyond the limits of construction.
9. Paving seams shall be located to match designed traffic lane stripe
locations unless otherwise permitted 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
and private drive where shown on the plans and as directed by City Engineer and
shall be hand raked, if necessary, and compacted to form smooth, tapered
connections.
11. Where the compacted thickness of a layer of asphalt concrete is 0.15 foot
or less, paving operations shall be conducted in such a manner that, at the end
of each work shift, the length of pavement along the longitudinal drop-off
between adjacent lanes is not greater than that which can be surfaced during
the following shift of normal paving operations. Additional asphalt concrete
shall be placed along the transverse drop-offs on each lane. Such additional
asphalt concrete 'shall be hand raked and compacted to form temporary conforms
before the lanes are opened 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 operation resume.
12. Where compacted thickness of a layer of asphalt is more than 0.15 foot,
paving operations shall be conducted in such a manner that the layer of asphalt
concrete Is placed on all contiguous lanes of the traveled way before the lanes
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
greater than 10 feet. Additional asphalt concrete shall be places along the
transverse drop-offs on each lane. Such additional asphalt concrete shall be
hand raked and compacted to form temporary conforms before the lanes are opened
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
operation resume.
13. Asphalt concrete shall be compacted to a minimum of 92 percent of the
maximum theoretical density as determined by ASTM D-2041. In-place density
shall be determined in accordance with California Test 375.
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
contractor will be advised that the required relative compaction is not being
attained and that the materials or procedures, or both, if needed are adjusted.
Asphalt concrete spreading operations shall not continue until the contractor
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
not meet the specific range, the asphalt concrete represented by that lot shall
be removed and replaced with material that meets the In -Place Density
requirements.
15. If the test results for any lot of asphalt concrete indicate that the
realitive compaction is either less than 90 percent or more than 96 percent the
asphalt concrete represented by that lot shall be removed and replaced with
material that does meet the In -Place Density requirement. The corrective work
shall be at the contractors expense.
16. The Field Density of compacted asphalt concrete shall be determined by:
A. A properly calibrated unclear asphalt testing device in the field, of
B ASTM D1188 when slabs or cores are taken for laboratory testing. Zinc
Stearate may be substituted with paraffin.
C. In case of dispute, method "B" shall be used.
17. If the finished surface of the asphalt concrete does not meet the specified
surface tolerances, it shall be brought within tolerance by either:
A. Abrasive grinding with equipment utilizing diamond blades,
B. Removal and replacement, or
C. Placement of an asphalt concrete overlay.
The method will be selected by the City Engineer. The corrective work shall be
at the contractor's expense.
18. If abrasive grinding is used to bring the finished surface to specified
surface tolerances, additional grinding shall be performed, as necessary, to
enlarge the grinding area so that the longitudinal limits of grinding are at a
constant offset from, and parallel to, the nearest lane line or pavement edge
and the transverse limits of grinding are. normal to the pavement centerline.
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
Specifications. A fog seal coat shall be applied to all finished asphalt
surfaces at the contractor's expense. The fog seal coat shall be either
rejuvenating agent or asphalt emulsion as directed by the City Engineer.
19. Arterial and collector street base material shall be crushed aggregate base
CAB) conforming to Section 200-2.2 of the "Greenbook". Base material for local
streets shall be CAB or fine gradation Crushed Miscellaneous Base (CMB)
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
concrete base, cement treated base, or a combination of these materials. Other
recycled bases shall not be allowed. Aggregate base shall be compacted to a
minimum of 95 percent of maximum dry density.
20. Paving contractor shall grade the paving areas to the following modified
Caltrans standard specification section 19-1.03 per the City of Bakersfield:
A. When asphalt concrete of 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.
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.
00C)
IOO
OOI
V
Street Improvements for
1100 Sumner Street PROJECT_ CONTACTSBakersfield, California 93305 -
LEGEND
Project Footprint=4.3 Acres CONTACT PHONE NUMBER UPRR
UTILITIES SIGNS GREGORY CLARK (402) 544-3270 Facility & Utility Design Program Manager
A i R Compressed Air
p Stop
Fv v --- Fiber Optic Cable
c - Gas Pipeline ; General Purpose
6--a-P Overhead Power Line CONTACT PHONE NUMBER_ FIRE_ R
ss-- Sanitary Sewer FENCES
Overhead Signal Line—AIR— (
661) 587-5693 Verizon
o - - - - - o Steam line --x —x—x- Chain Link Fence (661) 398-2000 AT&T
With Barbed Wire (661) 322-9400 Time Warner Cable
ss Storm Sewer Chain Link
T Telephone sem— Snow I Sand
uce - - Underground Electric O 0 --0 Silt Fence
w Water Main
Underground Wire ROADS
CONTACT PHONE NUMBER UTILITIES
UN Unknown Utility 1-800-743-5000 Pacific Gas and Electric Company (PG&E)
V. Valve - -- Center Line (661) 326-3715 Water Resource Department (City of Bakersfield)
M.H. Manhole
Edge Of Pavement (
661) 326-3114 Solid Waste Division (City of Bakersfield)
C.B. Catch Basin OTHER
F.H. Fire Hydrant CONTACT PHONE NUMBER FEDERAL AND LOCAL GOVERMENT AGENCY
STRUCTURES River or Lake GEORGE GILLBURG (661) 326-3997 City of Bakersfield Public Works - Engineering and Traffic
Culvert -V JJOHN WILBURN (661) 326-3114 City of Bakersfield Public Works -Solid WasteYEmbankmentSTEVEZIMMERMAN (661)326-3720 City of Bakersfield Public Works- Site Utilities
Culvert with Headwalls
Y
ERNIE MEDINA (661) 326-3682 City of Bakersfield Fire Department
Flow Line
Double Culvert
HAYWARD COX (661) 326-3673 City of Bakersfield Community Developement - Planning
a_ Milepost
LORETTA LEON (661) 837-7200 California Water Services - Water Engineer
Building --DANIEL PADILLA (661) 326-3590 City of Bakersfield Sewer Engineering
MMS- Milemarker MANNY BEHL (661) 326-3576 City of Bakersfield Public Works -Drainage Engineering
LIGHTING15
Control Point
Light Pole
PHONE NUMBER GENERAL
Revision Number (800) 336-9193 UPRR CALL BEFORE YOU DIG
Light Tower (888) 258-0808 CALL BEFORE YOU DIG (NATIONAL DIRECTORY)
Revision Cloud (888) 877-7267 UPRR Response Management Communications Center (RMCC)
CONSTRUCTION
Flow Direction
Cut Lines
Detection Loop
fill Lines
PROPERTY
Section Line
Center Section Line
Parcel or Easement Line
Right of Way
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EXISTING ASPHALT
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EXISTING OHP TO REMAIN IN PLACE.
PROCEED WITH CAUTION AND UNDERGROUND TELEPHONE LINE TO
TEMPORARILY PROTECT AS REMAIN IN PLACE. PROCEED WITH
REQUIRED FOR CONSTRUCTION CAUTION AND TEMPORARILY PROTECT
AS REQUIRED FOR CONSTRUCTION
STA, 0+90.28
OFF: 40.36' LT STA. 2+06.10, 39.96' LT TO EXISTING MH TO REMAIN IN PLACE.
SAW CUT 20 L. F. STA. 2+25.97, 39.51' LT STA. 2+25.97, 39.51' LT TO
PROCEED WITH CAUTION AND
EXISTING ASPHALT REMOVE GATE STA. 4+31.33, 73.24' LT TEMPORARILY PROTECT ASREMOVEEXISTINGFENCE
REMOVE FENCE 247 LF REQUIRED FOR CONSTRUCTION
STA. 1+09.83, 51.96' LT TO EXISTING UPRR
STA.2+06.10, 39.96' LT RIGHT-OF-WAY ---
REMOVE EXISITNG FENCE
118 LF
T -T-
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EXISTING EDP
EXISTING EOP
SUMNER STREET
CENTERLINE
SAW CUT 1,624 L.F.
EXISTING ASPHALT
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EXISTING OHP TO BE RELOCATED
SEE ELECTRICAL PLAN
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NOTES: I
1. UTILITIES ARE SHOWN FROM KNOWN RECORDS AND BY GROUND PENETRATING
RADAR. NOT ALL UTILITIES MAYBE 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. r
4. SEE SURVEY NOTES ON GENERAL NOTES SHEET. F
T
REMOVE 3,330 SY
a EXISTING ASPHALT
N
UNDERGROUND TELEPHONE LINE TO
REMAIN IN PLACE. PROCEED WITH
CAUTION AND TEMPORARILY PROTECT
AS REQUIRED FOR CONSTRUCTION
REMOVE CHAIN
LINK FENCE
SUMNER STREET
CENTERLINE
8+00
SAW CUT EXISTING
SUMNER STREET N ASPHALT
STA. 4+59.81, 99.78' LT TO
STA. 15+60.47, 40.54' LT
REMOVE EXISTING FENCE
1,159 LF
SEE SITE DEMOLITION PLAN
FOR ON-SITE REMOVALS
u T 00
in
06
EXISTING OHP TO BE RELOCATED I
OSEEELECTRICALPLANIOJ
j
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8+00
SAW CUT EXISTING
SUMNER STREET N ASPHALT
STA. 4+59.81, 99.78' LT TO
STA. 15+60.47, 40.54' LT
REMOVE EXISTING FENCE
1,159 LF
SEE SITE DEMOLITION PLAN
FOR ON-SITE REMOVALS
u T 00
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OSEEELECTRICALPLANIOJ
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IF.
EXISTING OHP TO BE RELOCATED
SEE ELECTRICAL PLAN
STA. 10+65.90, 29.37' LT
REMOVE EXISTING CATCH BASIN
AT LEAST 2' BELOW FINISHED GRADE
AND FILL WITH SLURRY
MONUMENT WELL
NORTHING: 4953.57
EASTING: 4943.03
ELEVATION: 414.25
STA: 10+94.29
SEE SURVEY NOTES ON
GENERAL NOTES SHEET
UNDERGROUND TELEPHONE LINE TO
REMAIN IN PLACE. PROCEED WITH
CAUTION AND TEMPORARILY PROTECT
AS REQUIRED FOR CONSTRUCTION
SEE SITE DEMOLITION PLAN REMOVE CHAIN
FOR ON-SITE REMOVALS LINK FENCE
EXISTING UPRR
RIGHT-OF-WAY
SEE SITE DEMOLITION PLAN
FOR ON-SITE REMOVALS
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IF.
EXISTING OHP TO BE RELOCATED
SEE ELECTRICAL PLAN
STA. 10+65.90, 29.37' LT
REMOVE EXISTING CATCH BASIN
AT LEAST 2' BELOW FINISHED GRADE
AND FILL WITH SLURRY
MONUMENT WELL
NORTHING: 4953.57
EASTING: 4943.03
ELEVATION: 414.25
STA: 10+94.29
SEE SURVEY NOTES ON
GENERAL NOTES SHEET
UNDERGROUND TELEPHONE LINE TO
REMAIN IN PLACE. PROCEED WITH
CAUTION AND TEMPORARILY PROTECT
AS REQUIRED FOR CONSTRUCTION
SEE SITE DEMOLITION PLAN REMOVE CHAIN
FOR ON-SITE REMOVALS LINK FENCE
EXISTING UPRR
RIGHT-OF-WAY
SEE SITE DEMOLITION PLAN
FOR ON-SITE REMOVALS
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LINK FENCE
0 0 O
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ASPHALT
EXISTING EOP
12+00
SUMNER STREET SAW CUT EXISTING
CENTERLINE SUMNER STREET, . ASPHALT
i
UNDERGROUND TELEPHONE LINE TO
REMAIN IN PLACE. PROCEED WITH
CAUTION AND TEMPORARILY PROTECT
AS REQUIRED FOR CONSTRUCTION
EXISTING FENCE TO
EXISTING UPRRREMAIN IN PLACE
RIGHT-OF-WAY
M6
0 0 0 ,.1 0 0 O O O O
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EXISTING EOP
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00
16+00
SUMNER STREET a
SUMNER STREET
CENTERLINE
EXISTING EOP
SEE NOTE 4
f— STA: 17+18.09OFF: 18.56' LT
SAW CUT 19 L. F.
EXISITNG ASPHALT
STA: 17+18.09
OFF: 0.00' LT
18
r
oooa
ivy
14+00
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.
C 62284 V
EXP. q';a •1'1.
20
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SCALE IN FEET
In W
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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.
C 62284 V
EXP. q';a •1'1.
20 0 20 40
SCALE IN FEET
000
0
0
00v
4
PEDESTRIAN WALKWAY . s
EASEMENT fFl.;G, SW
DOC. # 000216182208 -
CL STA. 4+45.41 -
UNDERGROUND TELEPHONE LINE TO 19 DRIVEWAY APPROACH
REMAIN IN PLACE. PROCEED WITH SEE DETAIL C, SHEET C-202
CAUTION AND TEMPORARILY PROTECT - --- -
ASREQUIREDFORCONSTRUCTION ABBREVIATIONLOCATIONS
NTS
PEDESTRIAN WALKWAY I ABBREVIATIONS _
EASEMENT - - j TC = TOP OF CURB
DOC. # 000216182208 PROP STREET LIGHT #329ANI FL = FLOWLINE
PER COB STD. DWG. ST -23 x ; EOP = EDGE OF PAVEMENT
SW= BACK OF
CL STA. 2+21.04 THROUGH ST -26
MP =MATCH PAVEMENT
K
19' DRIVEWAY APPROACH N W ROW PER x NTCLSTA. 1+01.72 E x 1 TP = TOP OF PAVEME
19' DRIVEWAY APPROACH SEE DETAIL B, SHEET C-201 DOC. # 000216182209
Q I I 1 AP= ANGLE POINT
SEE DETAIL A, SHEET C-201 STA: 1+11.72 STA: 2+01.06 PROP. BACK OF SIDEWALK m
x
x
j O LEGEND
STA: 0+64.61 OFF: 26.44' LT OFF: 34.00' LT / Q
FL: 416.56 FL: 416.54 x x k x x ) ` EXIST. ROW/ FENCE d' m x- Lx '— 1OFF' 25 81' LT - F_ x . FLOWAGE &
MP 41660 x x xx xx x x
EXIST BACK OF SIDEWALK
EXISTING SIGN —— _
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424
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1. SEE SURVEY NOTES ON GENERAL NOTES SHEET.
20 0 20 40
HORIZONTAL SCALE IN FEET
2 0 2 4
VERTICAL SCALE IN FEET
q
PROP CURB
SEE COB DETAIL ST -1, TYPE B
w w ' PROP. FL
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Jn OF GUTTER
0 0
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SUMNER STREET ¢
CONSTRUCTION
LIMITS7 1 ---- __. _ - ----- ___ – — — ---- --- ------ ---
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ui
Q
w
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m
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UNSURVEYED STREET MONUMENTS
AND PROTECT IN PLACE
a
x '- —
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00
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0
N aD 1
J p EASEMENT
1 L r DOC. # 000216182207
uiiar! N J
420
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I
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z
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wa wa j
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PROPOSED GUTTER
414
1
FLOWLINE
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OF PAVEMENT
j
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NOTES:
1. SEE SURVEY NOTES ON GENERAL NOTES SHEET.
20 0 20 40
HORIZONTAL SCALE IN FEET
2 0 2 4
VERTICAL SCALE IN FEET
q
PROP CURB
SEE COB DETAIL ST -1, TYPE B
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LIMITS7 1 ---- __. _ - ----- ___ – — — ---- --- ------ ---
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ui
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UNSURVEYED STREET MONUMENTS
AND PROTECT IN PLACE
a
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1 L r DOC. # 000216182207
ADJUST EXISTING MANHOLE i- f GOVER, F;If!A 916 16 1 cn W
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H
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CROSS SECTIONS SEE SHEET C-104 (TYP)
SEE COB DETAIL ST -17 (TYP)
1
j
1
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SCALEIN FEET
L.... EXISTING CL SUMNER ST.
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0.20%
i
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PROPOSED FL GUTTER
1+00 2+00
rn m
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422
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424
422
L 420
H
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1 412
5+00
1
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0
PEDESTRIAN WALKWAY
EASEMENT EMPLOYEE PARKING
DOC. # 000216182208 (ASPHALT) BEGIN CURB HEAD TRANSITION
6" TO 0" OVER 6', TC: 415.66
CL STA. 7+19.02 PEDESTRIAN WALKWAY
19' DRIVEWAY APPROACH EASEMENT DOC. # 000216182208
SEE DETAIL HHEET C-202
T71 In
ABBREVIATIONS
PROP STREET LIGHT #329AL 1 TC = TOP OF CURB
SEE NOTE 1 PER COB STD. DWG. ST -23 FL = FLOW LINE
THRO GH ST -26 - - _ j EOP = EDGE OF PAVEMENT
SW=SIDEWALK
NEW ROW PER
o — BEGIN CURB HEAD TRANSITIONDOC. # 0 0216 82209
MP = MATCH POINT
6" TO 0" OVER 6', TC: 416.85 C:)
TP =TOP OF PAVEMENT
Ui
EXIST
m I OQPROP. BACK OF SIDEWALK Q 1 LEGENDROW
x--.-x—X—x _ X x-.-_.')— 9--K x x x x x x x— r. O -_-.
p FLOWAGE &
PROR CURB
SEE COB DETAIL ST -1, TYPE B
LU w PROP. FL LU
EL0 oPROP. LIP 0f
OF GUTTER
o e \If N f0
N L
fV
8+00 S83° 13'57"E STRUCTURAL PAVEMENT
SUMNER STREET CF SECTION
CONSTRUCTION LIMITS SUMNER STREET SEE SHEET C-104 (TYP)
CONTRACTOR TO LOCATE ANY
UNSURVEYED STREET MONUMENTS
AND PROTECT IN PLACE
c O DRAINAGE
I EASEMENT
j Q DOC. # 000216182207
EXISTING CL TOP
L
p @J
W
Oail
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k
tn. j Z I;n
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RETENTION POND 1
I1
F~- UVJ
MAJOR STREET 101 I
CROSS SECTION - 1 Q
SEE COB DETAIL ST -17 (TYP)
a 00
1
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1
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j-
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0.20% 0.20%-
0.26%
PROPOSEDTYPEA PROPOSED GUTTER
414 CATCH BASIN FLOVVLINE
BE INCUR.
PROPOSED FL GUTTER
j 6"TO0"C
O 1 n b
mak— O r x—x x x—*—X— x-- x --x=
LO I
1 PULL BOX -
0W j PROP. TYPE A Tot SEE ELECTRICAL. PLAN'
I W ju CATCH BASIN,
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Z N to DETAIL D-14 M m o
ja STA: 5+50.00 waIWOFF: 34.00'LT
V FL: 415.45NJ N
rnz
0
PEDESTRIAN WALKWAY
EASEMENT EMPLOYEE PARKING
DOC. # 000216182208 (ASPHALT) BEGIN CURB HEAD TRANSITION
6" TO 0" OVER 6', TC: 415.66
CL STA. 7+19.02 PEDESTRIAN WALKWAY
19' DRIVEWAY APPROACH EASEMENT DOC. # 000216182208
SEE DETAIL HHEET C-202
T71 In
ABBREVIATIONS
PROP STREET LIGHT #329AL 1 TC = TOP OF CURB
SEE NOTE 1 PER COB STD. DWG. ST -23 FL = FLOW LINE
THRO GH ST -26 - - _ j EOP = EDGE OF PAVEMENT
SW=SIDEWALK
NEW ROW PER
o — BEGIN CURB HEAD TRANSITIONDOC. # 0 0216 82209
MP = MATCH POINT
6" TO 0" OVER 6', TC: 416.85 C:)
TP =TOP OF PAVEMENT
Ui
EXIST
m I OQPROP. BACK OF SIDEWALK Q 1 LEGENDROW
x--.-x—X—x _ X x-.-_.')— 9--K x x x x x x x— r. O -_-.
p FLOWAGE &
PROR CURB
SEE COB DETAIL ST -1, TYPE B
LU w PROP. FL LU
EL0 o PROP. LIP 0f
OF GUTTER
o e \If N f0
N L
fV
8+00 S83° 13'57"E STRUCTURAL PAVEMENT
SUMNER STREET CF SECTION
CONSTRUCTION LIMITS SUMNER STREET SEE SHEET C-104 (TYP)
CONTRACTOR TO LOCATE ANY
UNSURVEYED STREET MONUMENTS
AND PROTECT IN PLACE
c O DRAINAGE
I EASEMENT
j Q DOC. # 000216182207
EXISTING CL TOP
IU)W
p @J
W
Oail
i W
tn. j Z I;n
OF PAVEMENT
WI1
F~- UVJ
MAJOR STREET 101 I- I
CROSS SECTION - 1 Q
SEE COB DETAIL ST -17 (TYP)
a 00
1
EXISTING CL SUMNER ST,
NOTES:
1. SEE GRADING AND DRAINAGE PLANS FOR DETAILED
STORM SEWER INFORMATION.
2. CONSTRUCT INLET WITH GUTTER DEPRESSION PER
DETAIL D-17.
20 0 20 40
p w%ww% 1
HORIZONTAL SCALE IN FEET
2 0 2 4
VERTICAL SCALE IN FEET
418
416
414
O
CJ
@ N M r O O .. W O W O]
412
8+00 9+00 10+00
6.1-1768
Q ofEsSloro CITY RECORDS NO:
y Po. mDRAWN BY: UNION PACIFIC Office of Assistant Vice President
u C 62284 JSR
Exp. "='I CHECKED BY: IMILROAD Engineering Design
WILSON 625 E CARNEGIE DRIVE + }
SUITE#100 SJM LOCATION: 1100 Sumner Street
SAN BERNADINO, CA 92408 C
DATE:
COMPANY 989,8068000 11/11/2016
Bakersfield, California 93305
DWG TITLE: BAKERSFIELD YARD OFFICESHEETSETNUMBERSHEETNUMBER
C-102 of C-104 7 of 17 STREET IMPROVEMENTS PLAN & PROFILE 2 OF 44
O
0
0O
v
420
EXISTING CL TOP
Y7 J Jm p @JWWII
f, j OF PAVEMENT
F~- UVJ
418 o W a
a 00
CI- Ww0MW EXISTING CL SUMNER ST,
5+00
2 ------------------------------------------ ExisiM9Grade -0.10% j416
EXISTING EDGE OF PAVEMENT
0.20% 0.20%-
0.26%
PROPOSEDTYPEA PROPOSED GUTTER
414 CATCH BASIN FLOVVLINE PROPOSED FL GUTTER
NOTES:
1. SEE GRADING AND DRAINAGE PLANS FOR DETAILED
STORM SEWER INFORMATION.
2. CONSTRUCT INLET WITH GUTTER DEPRESSION PER
DETAIL D-17.
20 0 20 40
p w%ww% 1
HORIZONTAL SCALE IN FEET
2 0 2 4
VERTICAL SCALE IN FEET
418
416
414
O
CJ
@ N M r O O .. W O W O]
412
8+00 9+00 10+00
6.1-1768
Q ofEsSloro CITY RECORDS NO:
y Po. mDRAWN BY: UNION PACIFIC Office of Assistant Vice President
u C 62284 JSR
Exp. "='I CHECKED BY: IMILROAD Engineering Design
WILSON 625 E CARNEGIE DRIVE + }
SUITE#100 SJM LOCATION: 1100 Sumner Street
SAN BERNADINO, CA 92408 C
DATE:
COMPANY 989,8068000 11/11/2016
Bakersfield, California 93305
DWG TITLE: BAKERSFIELD YARD OFFICESHEETSETNUMBERSHEETNUMBER
C-102 of C-104 7 of 17 STREET IMPROVEMENTS PLAN & PROFILE 2 OF 44
O
0
0O
v
EXISTING CL TOP
f, j OF PAVEMENT
412
5+00 6+00 7+00
NOTES:
1. SEE GRADING AND DRAINAGE PLANS FOR DETAILED
STORM SEWER INFORMATION.
2. CONSTRUCT INLET WITH GUTTER DEPRESSION PER
DETAIL D-17.
20 0 20 40
p w%ww% 1
HORIZONTAL SCALE IN FEET
2 0 2 4
VERTICAL SCALE IN FEET
418
416
414
O
CJ
@ N M r O O .. W O W O]
412
8+00 9+00 10+00
6.1-1768
Q ofEsSloro CITY RECORDS NO:
y Po. mDRAWN BY: UNION PACIFIC Office of Assistant Vice President
u C 62284 JSR
Exp. "='I CHECKED BY: IMILROAD Engineering Design
WILSON 625 E CARNEGIE DRIVE + }
SUITE#100 SJM LOCATION: 1100 Sumner Street
SAN BERNADINO, CA 92408 C
DATE:
COMPANY 989,8068000 11/11/2016
Bakersfield, California 93305
DWG TITLE: BAKERSFIELD YARD OFFICESHEETSETNUMBERSHEETNUMBER
C-102 of C-104 7 of 17 STREET IMPROVEMENTS PLAN & PROFILE 2 OF 44
O
0
0O
v
BEGIN CURB HEAD TRANSITION
6" TO 0" OVER 6', TC: 415.62
CL STA. 10+08.98 CREWAND19' DRIVEWAYAPPROACH DELIVERY
SEE DETAIL E, SHEET C-203 I . (ASPHALT)
PEDESTRIAN WALKWAY
EASEMENT
r DOC. # 000216182208 —
1
C:)
N
UNIINGON '+
PAC
10+00 CATCH BASIN r STA: 10+72.79
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CD STA: 10+47.61 STA. 10+77.79 /
CV OFF: 34.00' LT OFF: 0.00'
1 FL: 414.68 FOR 415.92
z- 1 ww,
PROP 8" WATER LINE U)
SEE SHEET C-116
M. UJI t
1 STA:10+72.79,
LL1 OFF: 54.93' RT
U) MATCH EXIST. A
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MATC I ELINE
2
B
N
M
39
R
BEGIN CURB HEAD TRANSITION
6" TO 0" OVER 6, TC: 415.78
PEDESTRIAN WALKWAY
EASEMENT DOC. # 000216182208
j PROP. ISLAND
SEE SITE PLAN FOR DETAIL
CL STA. 10+92.28
34' DRIVEWAY APPROACH
SEE DETAIL F, SHEET C-203
T _.wT
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Q %
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1 5
o
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EXIST. ROW I FENCE -
t'\ 7 _
STA: 10+87.0 °
OFF: 0.00'
Ep
SEE
ER MANHOANITARLE 1 '.\ a(
E
MANHOLE \ \
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SEWER
SHEET C-130
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SEWER NORTHING: 4953.57
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r STA: 10+94.29
IIS T PLACEORREMOVPROTECT
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IN f
CONSTRUCTION AND RESET IN
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FF = 418.35) I
t
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6" TO 0" OVER 6', TC 416.37
PROP STREET LIGHT #329AM
I PER COB STD. DWG. ST -23
THROUGH ST -26
it
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i
Y:
62284
l/27jr4
CL STA. 14+07.81
r— 34'DRIVEWAY APPROACH
SEE DETAIL G, SHEET C-204
SEE SITE PLAN FOR DETAIL PUBLIC
PARKINGPEDESTRIANWALKWAY (ASPHALT)
EASEMENT DOC. # 000216182208
l I BEGIN CURB HEAD TRANSITION -
1 6" TO 0" OVER 6', TO: 416.45 /
14+00
STRUCTURAL PAVEMENT
SECTION
SEE SHEET C-104 (TYP)
ABBREVIATION
NTS
ABBREVIATIONS
TC = TOP OF CURB
FL = FLOW LINE
EDP = EDGE OF PAVEMENT
SW= SIDEWALK
MP = MATCH POINT
TP = TOP OF PAVEMENT
TCHLI --THIS SHEET
r.r.r.r.sr•r.r.gpypsp.. v. r. r.w®r. r. r<
GAGE STREET C
W
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1 WATER LINE
SEE SHEET
1 C-116
1
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MATCH EXIST.
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ROP 8" SANITARY
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422
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a
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Z z z \ MATCH EXIST.
Zii
418 ,\ STA: 10+77.79
OFF: 194.76° RT
MATCH EXIST. i
EXISTING CL SUMNER ST.
i
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026 /Q - -- – -
PROPOSED FL GUTTER \
EXISTING EDGE OF PAVEMENT — –
414
p -
414
SEA
BE'
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SEE SHEET C-116 /, t OF PAVEMENT
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DRIVEWILONS UNIINGON '+
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II
41 C 6i2N
F
SHEET SET NUMBER
C -103R of C-104
408
1+00
w
FLOWAGE &
DRAINAGE
EASEMENT
DOC, # 000216182207
CITY r...III NO: S _
UNION
PAILROAD r i Design
11 Sumner Street
Bakersfield, California 93305
111111I I1111111111 IN IN I 111 11111 lljjlplj IN 1111111111111111
R: r
11 will
EXIST. ROW/ FENCE
NEW ROW PER —
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1 X
f-
1 x
1
1
1
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d' X
c:) x
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I
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W= I W a M M FOP LIPGUTTER
aio
Z
JV) i
H0
Lu 1
V
TYPE 3
16+00 SUMNER STREET S83' 13'57"E 17+18 i
ion CONCRETE GUTTER
r
1.5%-3.4%
1
I
1
1
1
1
PROP STREET LIGHT #32873
PER COB STD. DWG. ST -23
THROUGH ST -26
PROP. BACK OF SIDEWALK
END PROP. FL GUTTER
PROP. CURB END ASPHALT - TIE INTO EXIST.
SEE COB DETAIL ST -1, TYPE B STA: 17+18.09
PROP. FL PROP. EDGE OF ASPHALT OFF: 18.56' LT
EDP: 415.77
n a
w oJV)
SIDEWALK TO NEW
H0
LINE
418
TYPE 3
16+00 SUMNER STREET S83' 13'57"E 17+18 i
ion CONCRETE GUTTER
r
1.5%-3.4%
STA: 15+60.92w
FF: 18.98' LT SUMNER STREET O m
EDP: 416.07 CONSTRUCTION LIMITS a oWo
6" SCARIFY
o
O.v
AND COMPACTRELATIVE
STRUCTURAL PAVEMENT
Zt
1900%
Nw -
SECTION EXIST. EDP U3 a
SEE SHEET C-104 (TYP) m U) 2 Lu
I lii-ll I> V I I I QIMf',?GTi
MAJOR STREET
Grade=0.11%- ----------------------------------
CROSS SECTION SEE NOTE 1SEECOBDETAILST -17
COMPACTION
TYP) 20 0 -- -_. 20 40
SCALE IN FEET
424 - _ — 424
422
ElPkll
NOTES:
1. BASELINE POINT OF END ESTABLISHED FROM
MONUMENT AT GAGE STREET (SEE SHEET C-103AND
MNEREXTENDEDONBEARINGOFSUSTREET RI HT -
OF -WAY.
20 0 20 40
HORIZONTAL SCALE IN FEET
2 0 2 4
I?
VERTICAL SCALE IN FEET
422
420
416
riElI
4 412
18+00
32' TO SUMNER 2'-8" 5.5' 4.87!
STREET CENTERLINE SIDEWALK TO NEW
H0
LINE
418
TYPE 3
J
ASPHALT CURB& 2%
ion CONCRETE GUTTER
r
1.5%-3.4%
b 6" SCARIFY
o EXISTING CL SUMNER ST.
AND COMPACTRELATIVEZt
1900%
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n.
I I III`II' III III II'_ II
9 d/oELATIV I II SEE GRADING PLANS
QIN I lii-ll I> V I I I QIMf',?GTi
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416
T.I.=8
90% RELATIVE _.
COMPACTION
PROPOSED FL GUTTER PROPOSED GUTTER
414 FLOWLINE EXISTING EDGE OF PAVEMENT
EXISTING CL TOP
OF PAVEMENT
N N t0 M Vf0 O
412
15+00 16+00 17+00
NOTES:
1. BASELINE POINT OF END ESTABLISHED FROM
MONUMENT AT GAGE STREET (SEE SHEET C-103AND
MNEREXTENDEDONBEARINGOF SUSTREET RI HT -
OF -WAY.
20 0 20 40
HORIZONTAL SCALE IN FEET
2 0 2 4
I?
VERTICAL SCALE IN FEET
422
420
416
riElI
4 412
18+00
32' TO SUMNER 2'-8" 5.5' 4.87!
STREET CENTERLINE SIDEWALK TO NEW
SAWCUT
LINE
TYPE 3 TYPE B
ASPHALT CURB& 2%
ion CONCRETE GUTTER
r
1.5%-3.4%
b 6" SCARIFYfir,- ,
1 AGGt A Vic" AND COMPACTRELATIVEZt
1900%
COMPACTION
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I I III`II' III III II'_ II
9 d/oELATIV I II SEE GRADING PLANS
QIN I lii-ll I> V I I I QIMf',?GTi
T.I.=8
O
90% RELATIVE _. R-VALUE=35
COMPACTION
SUMNER STREET SECTION A
SCALE=AS SHOWN
X_ X
XX X X X
It -
0+00
STA: 0+64.46 TO STA: 0+75.94
ODOUBLE 4 YELLOW CENTERLINE TWO-WAY YELLOW
w o N PAVEMENT MARKING RETROREFLECTIVE
z o N PER CALTRANS DETAIL 22 MARKER (TYPJ
6woo STA. 1+22.92 TO STA: 1+63.80
O DOUBLE 4" YELLOW CENTERLINEmU)ZIll PAVEMENT MARKING
PER CALTRANS DETAIL 22
SEE NOTE 3 -
w
w
wa0
X —X X
I
2+00_
SUMNER STREET
PROP.UPRR
RIGHT-OF-WAY
PROP. DRIVEWAY EXIST. UPRR
RIGHT-OF-WAY
i
F
X
x- X
CENTERLINE STA. 2+14.76 TO STA: 5+74.09
DOUBLE 4" YELLOW CENTERLINE
PAVEMENT MARKING
PER CALTRANS DETAIL 22
w
wJ
w00
PROP. DRIVEWAY
PROP,
FLOWLINE
PROP. BACK
OF CURB -
EXIST. EDGE
OF PAVEMENT
0 I EXIST. EDGE PROP
PROP.
O W LIP FLO
ROP.
I OF PAVEMENT OF GUTTER
LINE
0 > I_ PROP. BACK
0 O j OF CURB–j
m j
W
L17 Q ;
20
za'
N3:
i +0
W
6+ 00
c w
Q
I SUMNER STREET
I >
STA.
4" YE
8
O
STA: 10+52.83
TWO-WAY YELLOWDOUBLE4" YELLOW CENTERLINE
I CENTERLINE
PAVEMENT MARKING RETROREFLECTIVE MARKER (TYP.)
Z Z PER CALTRANS DETAIL 22
JI i
W
Tn I _
U
i Lu
F_ W i
Q i U)
U cn
j z i a
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.
J
0• R
I
WMw X
0>
0
EXIST. EDGE PROP. LIP OF I c) OOFPAVEMENTGUTTER0J
SUMNER
PROP.UPRR
RIGHT-OF-WAY
EXIST. UPRR
RIGHT-OF-WAY
I Ln W
I 0
I
20
I
0
IN
i +0
W
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W
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I G
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20
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i +0 N
I
10+00
W
WI
I W
z v)
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20 0 20 40
SCALE IN FEET
00O
rOO
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4
C
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W
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WZ
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J J
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EXISTING EOP
12+00
TWO-WAY YELLOW
RETROREFLECTIVE
MARKER (TYP.)
STA. 11+27.15 TO STA: 17+18.09
DOUBLE 4" YELLOW CENTERLINE
PAVEMENT MARKING
PER CALTRANS DETAIL 22
EXISTING UPRR
RIGHT-OF-WAY
1 TWO-WAY YELLOW
I RETROREFLECTIVE
j MARKER(TYP.)
I
i
I
i DOUBLE 4" SOLID
i YELLOW CENTERLINE
PAVEMENT MARKING
i PER CALTRANS DETAIL 22
I
I
I
I
I
I
24'
16+00
SUMNER STREET
CENTERLINE
STA: 16+05.98
END 10:1 TAPER
4" WHITE EDGE OF ROAD PAVEMENT
MARKING PER CALTRANS DETAIL 27B
EXISTING EDP
i
1
17+18
SUMNER STREET w
0_ o
wwov-. ------ -_ -. - --Z
ujto
EXISTING EOP m NZLu
EXISTING UPRR
RIGHT-OF-WAY
I-
d - -- -04---
EXISTING EOP - STA 14+27.81
BEGIN 101 TAPER
IIII IIII I
4' WHITE
EDGE OF ROAD
PAVEMENT MARKING
PER CALTRANS DETAIL 276
TIE INTO EXISTING 4" WHITE
EDGE OF ROAD PAVEMENT
MARKING
I O1
i OO
0 I
j Lr)
ci
i m
I
N
I
I
W Z
r' SUMNER STREET
J J
I CENTERLINE
UW
Q
I Q
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I 2
W10+00
W I - DOUBLE 4" SOLID
W
YELLOW CENTERLINE
U)
PAVEMENT MARKING
Z PER CALTRANS DETAIL 22
J W
Z W i
UU)Wiw
j F— rn
i Luq
C
C) W
ci >
C O
U) m
r Q
W
U)
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WZ
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J J
a
UW
W
CQ
u)
G
EXISTING EOP
12+00
TWO-WAY YELLOW
RETROREFLECTIVE
MARKER (TYP.)
STA. 11+27.15 TO STA: 17+18.09
DOUBLE 4" YELLOW CENTERLINE
PAVEMENT MARKING
PER CALTRANS DETAIL 22
EXISTING UPRR
RIGHT-OF-WAY
1 TWO-WAY YELLOW
I RETROREFLECTIVE
j MARKER(TYP.)
I
i
I
i DOUBLE 4" SOLID
i YELLOW CENTERLINE
PAVEMENT MARKING
i PER CALTRANS DETAIL 22
I
I
I
I
I
I
24'
16+00
SUMNER STREET
CENTERLINE
STA: 16+05.98
END 10:1 TAPER
4" WHITE EDGE OF ROAD PAVEMENT
MARKING PER CALTRANS DETAIL 27B
EXISTING EDP
i
1
17+18
SUMNER STREET w
0_ o
wwov-. ------ -_ -. - --Z
ujto
EXISTING EOP m NZLu
EXISTING UPRR
RIGHT-OF-WAY
I-
d - -- -04---
EXISTING EOP - STA 14+27.81
BEGIN 101 TAPER
IIII IIII I
4' WHITE
EDGE OF ROAD
PAVEMENT MARKING
PER CALTRANS DETAIL 276
TIE INTO EXISTING 4" WHITE
EDGE OF ROAD PAVEMENT
MARKING
I O1
i OO
j Lr) W
i m
I
I
W ZIZQ
J J
I
CL
UW
I Q
I 2
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
s
SCALE IN FEET..
40
000
0
00
IT
LEGEND:
CONCRETE (PEDESTRIAN)
CONCRETE (DRIVEABLE)
PEDESTRIAN EASEMENT``;,
ss
PROPOSED PRIVATE ASPHALT
DETECTABLE CROSSING SURFACE -
PROPOSED STREET ASPHALT 11
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-WAY N: 5111.73
X R X X X X X N: 5105.74
E: 5111 78 ELEV: 417.07 E: 4069.12
N: 5112.55
ELEV 417
68-
22 ELEV: 416.86 / /
Al
N: 5102.79
N: 5107.76 N 5107.96 N: 51 D6.56 N: 5101.76N. 5104.81 5998 82 1.97
E: 3942.73 I E: 3949.21 E: 3974.03 E. 406P. X E: 4068.65 409 x 4V/K4.
41 RIGHT OF -WAY
ELEV: 417.25 ELEV: 416 9
E 3981.45 L V:14 ELEV 3 46.73 ELEV 416.80ELEV: 417.14 ELEV: 417.03 ELEV 416 78
GRADING LIMITS --
n - n f, CGRADINGLIMITS - 0 4
7 s
i
N. 5101.0 T x
h
v _y
L o<40 ELEV:416.85
N: 5105.70 - - I ,-. -
E: 3933.53 t. n n- n c n -- - N: 5098.96 c EXISTING n n N 5093.08
E: 4107.0ELEV: 417.09 E: 4052.53 ° RIGHT-OF-WAY ° ELEV: 416.61ELEV' 416.72 i -- - --. ..-
i..-
Ni 5096.03 I `-.---- n ° , a r. / 'N: 5089 33
N: 5098.71 E: 3972.99 -. o E:4092:36
E: 3948.13 BACK gF CURB ELEV: 416.83 _ CK OF CURB' ° ELEV 416.58
0
6A-
T
11
TELEV: 41696 D D " D D T- T-
ELEV: - i
N: 5095.57 -- -
N:5095.53 E: 3987.10 N: 5092.33 N: 5091.48 N: 50$9:24 N: 5089.$9 N: 5087.62N. 5100.23 N: 5098.22 E: 3972.93 ELEV: 416.79 E: 4067.53 E: 4070.45 E: 4089.32 E 4092.30` E: 4107.26E: 3932.98 E
ELEV:
ELEV: 416.33 ' ELEV: 416.09
ELEV: 417.03 - N: 5093.46 -- ELEV: .5363 ELEV: 416.13 ELEV: 416.08 ELEV: 416.55
ELEV: 416.46 LIP OF GUTTER - Ni 5095.67 E: 4052.35
E: 3969.93 ELEV: 416.66
FLOWLINEELEV: 416.34 N: 5091.83 LIP OF GUTTER
N: 5097.91 FLOWLINE E: 406747 '
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
Y A Y DRIVEWAY DETAIL - STA. 1+01.72 - DRIVEWAY DETAIL - STA. 2+21.04 6.1-1768
SCALE: 1"=5' - / SCALE: V=5
QDFE °'
q
CITY RECORDS NO:
REV. # BY DATE DESCRIPTION DRAWN BY:
C 62284 SSR UNION PACIFIC .office of Assistant Vice President
WILSON
Exp q a.r'1 RAILRCIe 1 Engineering Design
625 E CARNEGIE DRIVE • *
CHECKED BY:
SUITE#100 Sim LOCATION: 1100 Sumner. Street
SAN BERNADINO, CA 92408 ST, fn+sU `
DATE: Bakersfield, California 933059091806-8000„ p,(7 11/11/2016COMPANYI DWG TITLE BAKERSFIELD YARD OFFICESHEETSETNUMBERSHEETNUMBER
C-201 of C-204 13 of 17 DRIVEWAY DETAILS
coO
OO
OOIt
4
I
LEGEND:
CONCRETE (PEDESTRIAN)
C - CONCRETE (DRIVEABLE)
k /
PEDESTRIAN EASEMENT
PROPOSED PRIVATE ASPHALT
DETECTABLE CROSSING SURFACE L
PROPOSED STREET ASPHALT
X X
GRADING LIMITS
X NOTES:
1. CONSTRUCT ALL DRIVEWAYS PER CITY OF BAKERSFIELD
DETAIL ST4 ON SHEET C-205.
2. CONSTRUCT ALL SIDEWALKS PER CITY OF BAKERSFIELD
X X DETAIL ST -5 ON SHEET C-205.
X X ,
N: 5079.30 I N: 5076.35 - N: 5047.05 ,' N: 5044.11
E: 4291.94 E: 4316.76 E:
5047.05 E: 4588.46
EL ::416.6Y5 N: 5075.32 X PROPOSED N 5043,08 /' '' , ELEV: 416.44 N: 5043.28 PROPOSED
N: 5072.38 E V'yX4 {N-5895,52 RIGHT-OF-WAY N, 047.88 ELEV: 416.50 ,' , ,'E 4563.16' w5946.1- ' E: 4595.41 RIGHT-OF-WAYN:5080['t2- E 429146 E 431629 E: 4323.71 '4556.68 E'L6V 4'Y64 'E'87.95 ELEV: 416.42E: 4284' 99 ELEV 416 57 ELEV 416 52 G?LEat. 4,r 36ELEV: 16.66
zT , , $..; ;.-, ,.
ELEV 416.58 ELEV: .;„,
s,- .,-. /p .,, ,:<. _, GRADING LIMITSnWt iEXISTINGCITYv4 '° v„sn'.'t -.",`¢ ` n'&`1 EXISTING Cl ' ``:'' 1 a'',.
1
RIGHT-OF-WAY RIGHT -OF- Y
s ,
N: 5073.12 - --_ --_- - - -- -- -
E:4276.10 p c. - p p N: 5066.64 N: 5040.88 n EXISTING'ICITY p <. i
N: 5034.40
o - o E: 4547 80ELEV: 416.27 \ RIGHT ELEV: ELEV: 416 ELEV 41616 ELEV: 416.02ELEV: 416.16 li
n >
p
i
p -----------
7--
p
o N 5065 89 BACK OF CUR N 5062 94 0 p , ^
1 N: 5030.70 o
n n - D n D E 4315 17 N 5033.65 p BACK OF CURB n p E: 4586 87
4290.35
F-LEVt 416-13. - -----
E' 456205
ELEV: 416. \ ELEV: 416.00
f- T T - T -- T T T
FLOWLINE
N: 5065.04 N: 5033.15
N: 5067.66 --- N. 5065.39 N. 5062.45 N: 5061.18 N: 5035.42 E. 4561.99 N: 6030.21, N:5028.93.
E: 4293.27
ELEV:
445
ELEV: 415
E: 4315.11 E: 4330.07 E: 4547.15 ELEV: 415.56 E: 4586.81;. E: 4601.77
ELEV: 415.68ELEV: 416.21 ELEV: 415.68 ELEV: 415.63 ELEV: 416.10 ELEV: 416.10 ELEV: 415.50 ELEV: 415,96
N:5032.80 N: 5030.56N: 5062.80 E: 4564.97 E: 4583,83E: 4312.13 ELEV: 415.56 LIP OF GUTTER ELEV. 415.51ELEV: 415.64 FLOWLINE -
LIP OF GUTTER
SUMNER STREET -
CENTERLINE SUMNER STREET• -
CENTERLINE
Ix
4+25 4+50 4+75 7+00 7+25 7+50
DRIVEWAY DETAIL- STA. 4+45.41 I,/ DRIVEWAY DETAIL - STA. 7+19.02 6.1-1768
SCALE: 1"=5' I\ /I SCALE: 1"=5' --
s
CITY RECORDS NO:
UNKM AKIRC Office of Assistant Vice President
RNi.RCM Engineering Design
00ATION: 1100 Sumner Street
Bakersfield, California 93305
JW TITLE: BAKERSFIELD YARD OFFICE
DRIVEWAY DETAILS
0
0
0
4
zC62284 DRAWN BY:
ExR'
JSR
CHECKED BY:
625 E CARNEGIE DRIVEWILSONSUITE#100 CIVIL -- - Sim
Isosl eos-sonoCOMPANY
SAN BERNADINQ CA 92408 A
L -`!A`'
DATE
11111!2016
SHEET SET NUMBER SHEET NUMBER
C-202 of C-204 14 of 17
CITY RECORDS NO:
UNKM AKIRC Office of Assistant Vice President
RNi.RCM Engineering Design
00ATION: 1100 Sumner Street
Bakersfield, California 93305
JW TITLE: BAKERSFIELD YARD OFFICE
DRIVEWAY DETAILS
0
0
0
4
LEGEND:
CONCRETE (PEDESTRIAN)
CONCRETE (DRIVEABLE)
NOTES: PEDESTRIAN EASEMENT
Y b
1 CONSTRUCT ALL DRIDRIVEWAYS PERER CITY OF BAKERSFIELD
DETAIL ST -4 ON SHEET C-205. PROPOSED PRIVATE ASPHALT 2 CONSTRUCT ALL SIDEWALKS PER CITY OF BAKERSFIELD
DETAIL ST -5 ON SHEET C-205.
DETECTABLE CROSSING SURFACE
PROPOSED STREET ASPHALT
Iz
12" HDPE, S
GRADING P
X
X X
18" RCP, SEE
GRADING PLAN
E: 4851.57N: 5009.94 \
LEV:415.58
N: 5
C TY E: 4 .62 N` E'485008,9'1110'
N:,5005.9T-i-
5. 4875.93 ,'
ELEV: 415.51 :5009.11
EXISTING I E :415.59 ELEV<415'43
EL4+
415.49RIGHT-OF-WAY --- ELEV 415,b .
yx„ - .. *, 4•
GRADING LIMITS
I'
II
zl
I
zl
I,'
1z
I I z,
O
9S I/Sll l 2SIIIIII/HJ,
Ix ,
p
12" HDPE, SEE
GRADING PLAN
03.95 ,'
xx
E: 492 .
ELEV: 415.49 N: 4999.24 T\TA/ E: 4966.57
x ELEV: 415.57 4998.41
N: 5004.78\ ,'N;49 9.9 ,' N' 9 : 4973.52
E: 4919 0 4,96,8
ELEV: 15.48 EJ-EV''41 .41' EL Vr415 4,9'
Ay ,
GRADING LIMITS n°
N: 5006.71 - p - c, - - o N: 5000.23 .„.I, -
o EXISTING CU o c „ '/ POSED \
ELEV: 415.27 -"
PRO
E: 4835.74 ° ° ° ^ - ° ° ° RIQGHT-O -W&Y ° _
ELEV: 415.41 D D I n p > D D P D D D NY4989.53
N: 4997.78 %
F:4911Ui -'-'
L QELEV: 415 26 I A ELEV. 415.40
N: 4999.48 BACK OF CUR
W-4996.53
p E: 4874.81 0
o N: 4990:55 N 4985.83 o
o - E: 4849.98 i, ° ° ELEV: 415.25 o
of E: 4925.26 °\ D p BACK.OF CURB p p ° p ° r ' +
ELEV; 415 32 - - + ELEV: 415 23
E
ELEV: 415.31 .-! j `_ .\ j' ELEV::415.31
T
FLOWLINE --- FLOWLINE
N. 4998.98 - N: 4996.04 - N: 4994.77 N: 4990.05 N: 4985.34 N: 4984.07
N: 5001.25 E: 4849:92 E: 4874.75 E: 4889.70 N: 4992.31 E'4925.20 _ LIP OF GUTTER E: 4964.92 E: 4979 87
E:4835.35 ELEV: 414.82 ELEV: 414.75 ELEV: 415.21 ELEV: 415
ELEV: 414.73 ELEV: 414.81 ELEV: 415.34
ELEV: 415.35 ELEV: 415.20
7
N: 4998.63 TLIPF GUTTER N: 4996.39 PROPOSED N: 4985.69
E: 4852.90 E: 4871.77 CATCH BASIN N: 4989.70 E: 4961.94
ELEV: 414.81 ELEV: 414.76
E:
ELEEV:V: 441814.74 Q ELEV: 414.81
N! - W- Vy .. W
SUMNER STREET
CENTERLINE -
cn .-... SUMNER STREET
h
1_
CENTERLINE
O--G-- ---0- -
9+75 10+00 10+25 10+75 11+00 11+25
6- V DRIVEWAY DETAIL - STA. 10+08_98 V c V DRIVEWAY DETAIL - STA. 10+92.28 6.1-1768
SCALE: 1"=5' A SCALE: 1"=5'
OFES&ogq CITY RECORDS NO:
REV. # BY DATE DESCRIPTION 5 G 622II4 Po cn DRAWN BY:
w A JSR
RAILROAD
PACIFIC Office of Assistant Vice President
I
CHECKED BY: RAI Engineering Design
WILSON 625 E CARNEGIE DRIVE
SUITE 9100 SJM LOCATION:
sr civil. , ' 1100 Sumner Street
SAN BERNADINO, CA 92408 - DATE: Bakersfield, California 93305
COMPANY (9)806-8000
11/11/2016 DWG TITLE( BAKERSFIELD YARD OFFICE
SHEET SET NUMBER SHEET NUMBER
C-203 of C-204 15 of 17 DRIVEWAY DETAILS
LEGEND (TES'
CONCRETE (PEDESTRIAN) ,' ,' 1 CONSTRUCT ALL DRIVEWAYS PER CITY OF BAKERSFIELD
DETAIL ST -4 ON SHEET C-205.
I 2. CONSTRUCT ALL SIDEWALKS PER CITY OF BAKERSFIELD
CONCRETE (DRIVEABLE) DETAIL ST -5 ON SHEET C-205.
PEDESTRIAN EASEMENT
PROPOSED PRIVATE ASPHALT
DETECTABLE CROSSING SURFACE
PROPOSED STREET ASPHALT I..... ..
1 - -//'
I
zl zli.'
N: 4962.06
N'.496 . /' . E: 5279.90 X "
E: 240.18 '
EL V: 416.12 x'/' N: 495808' ELEV: 416.20
N: 4967 i1 496 8 N: 4961FzIIz\/ AlAl)A F El
3
E:
4967
23 E' 5 39.70 , ' 5 F-
v9
4IR 1/' / / /' E: 5286 5
GRADING LIM S ,?''" t< ' '' x re. "i.' ' r `F ''': dw v
1
S 22
rgsi? rl r. rs' n. err ... 'Fig rr.+ v'T<,a +Tdti. -
o- „
N:4 6 c ° ° PROPOSE N 4952.35
E: 5224.34 EXISTING CITY - r
o
d
RIGHT OF -WAY E 5293.85
ELEV 415.89 RIGHT-OF-WAY '
p n p n p c d - ELEV: 416.03
d-------------- --------
o N 4953.36 BACK OF CURB N 4948.65
c
E 5238.59 D o d
E 527
ELEV: 15.86 ELEV:
418.
31
j4594
A
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: 5275.27
ELEV: 415.37 ELEV: 415.44 -
SUMNER STREET
CENTERLINE
13+75 14+00 14+25 14+
Y DRIVEWAY DETAIL - STA. 14+07.81 - 6.1-1768
eJs
J. soN9 CITY RECORDS NO:
M FTP Fyc
REV. # BY DATE DESCRIPTION 062284 o m DRAWN BY: UNION PACIFIC office of Assistant Vice President
ISRjam" jtOD Engineering Design
625 E CARNEGIE DRIVE ' ;,"
CHECKED BY -
SUITE#100 `rT,sl,
nCdYPi ' "
Sim LOCATION: 1100 Sumner StreetWILSON &
COMPANY SAN BERNADINO, CA6-8000 2408 1 DATE Bakersfield, California 93305s6s> ass -a000 '(-1 11/11/2016
SHEET SET NUMBER SHEET NUMBER
DWG TITLE: BAKERSFIELD YARD OFFICE
C-204 of C-204 16 of 17 DRIVEWAY DETAILS
b
0
IT
IT
ff necessary, ody?st RIV or obtain 4.0' min.
easement to accommodate fall
depth of drive qawooch — 2. 0% max slope
6.0® mar. -1
14 Rebar - 24" DC. both wogs, full width of body of
approach, with 20' clearance from bottom of concrete.
NOTES•
1 Alt workmanship and moteriats shall conform to the applicable
sections of the specifications entitled State of California, DTt. of
Transpotabaa, Standard Specifications; hereafter known as Standard
Specifications"J current City approved edition.
2 A current Street Permit issued by the City of Bakersfield Public
Narks Department must accompany oil work within City right-of-way.
J. Subgrode sho!l be constructed true to grade and cross section
and compacted to 95X of maximum dry density as determined by ASTM
ASTM 9-1557 to a depth of 60" below top of subgrode.
4 Concrete for drive approach shall confirm to the requirements of the
Standard Specifications for minor concrete (min. cement content of
505 lblcu )d}. Concrete sal contoinn no additives unless prior gopromf
is obtained from the City Engineer.
5. Timber forms shall be surfaced on the side placed next to the
concrete and shall not be less than t5" thick after,surfacing. Forms
and subgrade sha4 be wetted immediotay prior to concrete placement6. Concrete shall be troweled smooth, edged and then given a light
broom hoish, Immediately after finishing, all exposed surfaces shall
receive a uniform application of white pigmented curing compound
conforming to the Standard Spearncahaas. The concrete surface shall
be kept moist unto the curing compound is applied.
7. Expansion joints shall be constructed at both ends of aaproock
wakened plan joints: 20" deep, shall be placed at center of approach
and at 10' max. infers or as directed by the City Engineer
8. Expansion Joint haler material shall consist of preformed strips of
durable, resilient compound that conkrm to the requirements of the
Standard Specifications
9. More new approach is being constructed adjacent 10 existing arb
and gutter, the existing curb and gutter sholl be completely removed
d f ed th -barn sh ab N *—,,h t° '
min.
Cold joint''' 2 - /4 Rin cooed
SECTION A—A of * G
10. Sectians of existing chive approach being removed for replacement
shall be sawcut at the limits of removal as directed by the City £agheer.
he section being removed sho# be a min. of 50' it length and sowcuts
shall align with existing )part or scare line. Relnlacement s6a4 conform
in dimension and location to the odyrcmt existing improvvvnents
unless otherwise directed.
11. Sections being replaced maybe poured ogainst existing pavement,
if in good condition and with prior approval of the City Engineer.
Otherwise, the existing pavement shay be sawcut a min. of 20' from
the edge of concrete or as directed. Poverment patch " conform
to the requxaments of Standard Deta4 ST -11
12. Curb and gutter and body of approach small be poured separately,
not monolithically.
1.1 Total maxinum allowable &ive approach width shall not exceed 60X
of ccmrnercial/multi-fam4y property frontage Drive goproach dimeison,
as shown on approved plan, shall be the basis of such determination.
14. Nath approval from the City Engined, fatal approach width, indudmg
wings, may be increased to 50' maxknum for M-1 and M-2 uses, where
high volumes of semi -truck and tra4e' use warrant
15 A mimknum of 22' of lull height cub shat separate dim gWoadreg
except as rioted an Standard Dotal T-24 or as approved by 01y i-ngm er
16. No drAw approach construction is permitted within o street or alley
curb retain.
l7. No portion of the drive approach shat be constructed an adjacent
prqwty frontage unless speclfioafly opooved by the llty £iigimeer.
19 See ToNe 6.9.1 for use of this drive approach sta abrd
14rt)p- /<
an rep aCwn ! as own ave. 0 GYr IS
allowed for comma ciatlmulti-family drive approach
construction.
30' of Detectable Warning Surface,
hud width of sidewalk, to. both
sides of approach. See Note 4
on Detod Si -10
45 to
e
etpGn
at\
o
REV. #1 BY
3ti wC
J
D
r , r.
1777,101M
Curb Rid atter per
Standard Deta4 ST -1
rr- --- -- r
Curb Ratgtper
frj a( rp (j
N07ES.-
7
i ----_---
rfiy
1
t
Idol
tip,
betWeert joints
fd
l ,
BOJ nkh of ktttxe
somw hi tiaras
Corntainatiar'
1
M
t
4.0" min.
4.5' ai a# " slre*14 unless Otherwise directed by the Cfty Enow.
r on alfartaW and collectorand I. oM lacalstrattsthat a.
I Yr1 -
adpwt to xhoA hotpitaI4 cammacO or hi*skd r, "r' or I
offierwiwJ. .".I bythe City Enginew.
a, Ra '
know tA• 151andbird t f rnIr :r
Y. 'tN 9400IFftentt, d ,dY." r W* WilhIlh 09
CRY .,
sk9waie f r'constructed -l:i R end Owe J;
r % Y t {' N '• r r r f t Y t '
at r r r!r f r YI e•. 'x r t-
r:. Y . Nj Pl thGY t 'i'J Gr 'J r
r A r FJ"L Y f k'
J
f 4 f f- k ! fd }.. iP 1 it • YI: f
I-frf f r• r. Yr,. rr :e a { t'r t {-.r.
wd knuckles on local streets AN offier uses of conMefim a~
Y subject to the Wmioal of r:.- aty &I
It. Any t''I t *am slaadwd h + cala; or -'.r, 'J
r - phor rtt { t. from The I :.
11 Transitions in sidawa* tAw must be Wmwd by Me
city ingtheer,
11 AN sidro* construction AO cm#y with current
ropkeneats for t`
STANDARD
COMBINATION SIDEWALK
6.1-1768
CITY RECORDS NO:
9 C 62284 _ o m DRAWN Br: UNION PACIFIC Office of Assistant Vice President
Exr S r7 A '
JSR
RAILRO Engineering DesignCHECKEDBY:
625 E CARNEGIE DRIVE
s SJMWILSON LOCATION: SUITE #100 r crus 1100 Sumner Street
SAN BERNADINO, CA 92408 grFoFCAL DATE: Bakersfield, California 93305
COMPANY `909'806-800°
m7 11/11/2016 DWG TITLE: BAKERSFIELD YARD OFFICE
SHEET SET NUMBER SHEET NUMBER
C-205 of C-205 17 of 17 COB DRIVEWAY AND SIDEWALK DETA1S
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