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Home My WebLink About6.1-1768 RevisionENGINEERING DESIGN &CONSTRUCTION STREET &SEWER IMPROVEMENTS CITY OF BAKERSFIELD STANDARD DETAILS ST -1 CURBS AND GUTTER TYPES "A", "B", & "C" 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 "A" D-17 GUTTER DEPRESSION ST -22 SURVEYMONUMENT 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 -000.S COVER SHEET. 625 E CARNEGIE DRIVE C -001.S GENERAL NOTES /�O , / ERA . / � / N SAN B; 09) 8806-8000 INO, CA 92408 C-002.5 LEGEND & PROJECT CONTACTS 431 Curb & Gutter(PCCA2-6) 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-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 2 -18" RCP Storm Drain (Plain) C-131 ON-SITE SEWER PLAN & PROFILE 4" Sanitary Sewer Pipe L.F. C-201 DRIVEWAY DETAILS L. 1. 196 C-202 DRIVEWAY DETAILS 1 Survey Monuments C-203 DRIVEWAY DETAILS Street Lights Ea.A1296 C-204 DRIVEWAY DETAILS L.F.CALTRANSDetail22 C-205 COB DRIVEWAY AND SIDEWALK DETAILS ABBREVIATIONS L.F. Ac. ACRES Inch, Inches or Second (s) Ave. Avenue Inv. Invert Blvd, Boulevard LL. Left CB Catch Basin L Length CPT Concrete Pile Trestle - Ballast Deck L.F. Lineal Feet CIP Cast Iron Pipe Max. Maximum CMP Corrugated Metal Pipe Min. Minimum Conc. Concrete N North CSP Corrugated Steel Pipe NTS Not to Scale Culy. Culvert No. Number C.Y. Cubic Yards OH Overhead ° Degree (s) Prop. Proposed DI Drop Inlet RR Railroad Dia Diameter RNV Right of.Way Dr. Drive Rt. Right Dwg. Drawing S.F. Square Feet E East Sta. Station Elev. Elevation Std. Standard Exist. Existing St. Street ' Foot, Feet or Minute (s) Typ. Typical F.S. Finished Surface UG Underground Horiz. Horizontal UPRR Union Pacific Railroad ILSON 625 E CARNEGIE DRIVE SUITE #100 /�O , / ERA . / � / N SAN B; 09) 8806-8000 INO, CA 92408 1100 SUMNER ST. BAKERSFIELD, CA 93305 PROJECT LOCATION BAKERSFIELD, CA CA1 VICINITY MAP SCALE: NONE C1` KEY MAP / SCALE: 1" = 200' APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO, 61069 . 3/Z/Z0n REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR DATE 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. — ..goy _- _-__----------�- �-� APP OVED'BY: DATE J. C 62284 EXP.9-? Q-11 IMPACTED STREETS: grFo%P`� SUMNER STREET(COLLECTOR)1,654 FEET L1 GAGE STREET (LOCAL) 200 FEET (. yd"• l0 Materials List Road Construction Item Units Quantity Excavation CY 431 Curb & Gutter(PCCA2-6) 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 I. F. 1669 Standard Outlet Structure Ea, 4 Catch Basin (Type A) Ea. 2 -18" RCP Storm Drain (Plain) L. 1. 152 4" Sanitary Sewer Pipe L.F. 81 8" Sanitary Sewer Pie L. 1. 196 Sanitary Sewer Manhole (Standard Type A) Ea. 1 Survey Monuments Ea. 1 Street Lights Ea.A1296 CALTRANS Detai l9Skip Striping L.F.CALTRANSDetail22 Double Yellow Striping L.F.CALTRANS Detai127B Striping L.F. W v um lim 0 r--7 W TF LL W W Z W E- 2 (j) W W W 0Z R � o Q 9 r 04 P 9 r O eo to Ln M N LL N1 4 2 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 -ih f1127�(9 - JIM M. SCHROETER RCE 46185 J. * EXP .9-30-21 C-OOO.SR SHEET NUMBER 1OF17 H Z W 2W O ■ W Z L0 O M M � (10 L0 00 w ■ M J O JC-nWZ LLI 0) LL um O �Wo�C W UjLLJ Wco DC (,I -17C9 CITY RECORDS NO. H D Q U 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 expose Whereexistingdrainage a existing drainage structures and field verify size and type before ordering. 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. 00 C) I O O O O 'I 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. 00 C) I O O O O 'I 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. 00 C) I O O O O 'I V Street Improvements for 1100 Sumner Street PROJECT_ CONTACTS Bakersfield, 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 Waste Y Embankment STEVE ZIMMERMAN (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 w 0 0 0 0 0 11 ,It Jn r' �i 0 n 0 0 2c CP cCD r c - i c, n; J (' EXISTING EOP STA :0+64-61 - OFF: 25.81' LT SAW CUT 26 L. F. EXISTING ASPHALT k--------------- - -------- 0 0 -+-----0+00 m STA 0+64.61 O O OFF: 0.00' LT O N W p M Z O N Woo co n � mU)Z AJ SEE NOTE 4 —j -- 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 AS REMOVE EXISTING FENCE 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- lV N EXISTING EDP >� EXISTING EOP SUMNER STREET CENTERLINE SAW CUT 1,624 L.F. EXISTING ASPHALT Lu LL' Q i W I J W m EXISTING OHP TO BE RELOCATED SEE ELECTRICAL PLAN I' f a i - i - O i O ui i EXISTING OHP TO BE O > I RELOCATED BY OTHERS Q + m Li �W 6+ 00 I z Z ' \ I---- ---_ -_.- U W ~ W i CQC � 1 G � i I 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 O SEE ELECTRICAL PLAN I O J - - j U) � 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 O EXISTING OHP TO BE RELOCATED I O SEE ELECTRICAL PLAN I O J - - j U) � I I (D o W A U i � co , 00 < �- �Lu W I I 4+00 TZ SUMNER STREET I W Z I Z � J O i O O - - j U) EXISTING UPRR RIGHT-OF-WAY T --- - REMOVE EXISTING ASPHALT T 20 0 20 SCALE IN FEET 40 co 0 O O O O 7 7 O i O O - - j O � I I (D o i � U 00 < �- �Lu W I I W TZ Z U) - -� ' J W - I ' U U) I Q j I ; i 20 0 20 SCALE IN FEET 40 co 0 O O O O 7 7 O W O i O I O +O O i OI o j •U U) 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 I I --0 O 0 i O W 1000 W O / I O +O W i W = I Z U) �- J W i- — i i W Z I U cn J J i � I _ I U W i r 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 I I --0 O 0 i O O O WW\ i O / I O +O O 00 Lo m I r Q -- - I` �- W cn i — i i W Z I J J i � I _ U W i > W I ac cn G I I I i 1 I N REMOVE CHAIN LINK FENCE 0 0 O T REMOVE EXISTING 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 M (6 0 0 0 ,.1 0 0 O O O O L-/ T T 7 EXISTING EOP L6 II - 00 16+00 SUMNER STREET a SUMNER STREET CENTERLINE EXISTING EOP SEE NOTE 4 f— STA: 17+18.09 OFF: 18.56' LT SAW CUT 19 L. F. EXISITNG ASPHALT STA: 17+18.09 OFF: 0.00' LT 18 r »oo oa 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 O T O i i O 00 SCALE IN FEET -- - In W i m LuLu i > I W Z Q SII / i J a UW Lli Q cn I I I I I I 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 00 0 0 0 0 0 v 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 NT CL STA. 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 '— 1 OFF' 25 81' LT - F_ x �. FLOWAGE & MP 41660 x x xx xx x x EXIST BACK OF SIDEWALK EXISTING SIGN —— _ SEE NOTE 1 424 PROTECT IN PLACE r aF EXIST. CURB - w - w — / O EXIST. FL p m .M O N _1 � �' co / s EXIST. LIP �o o OF GUTTER 0 PAVEMENT CROSS SLOPE TRANSITION Lq N M CO � M Z w CONTRACTOR TO LOCATE ANY \ UNSURVEYED STREET MONUMENTS 1\ - AND PROTECT IN PLACE uj w m 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 w w ' PROP. FL ma. O O PROP. LIP Jn OF GUTTER 0 0 -- 2+00 S83°13'57"E SUMNER STREET ¢ CONSTRUCTION LIMITS7 1 - __. _� - ----- ___ – — — ---- --- ------ --- SUMNER STREET ui Q w w m CONTRACTOR TO LOCATE ANY UNSURVEYED STREET MONUMENTS AND PROTECT IN PLACE a x '- �—X�x'---�--� O 00 DRAINAGE 0 N aD 1� J + p `- EASEMENT 1 L r DOC. # 000216182207 uiiar! N � J 420 — ADJUST EXISTING MANHOLE �I i- f GOVER, F;If!A 916 16 z 1 cn Wi �I w a wa j =I LIJ = J O J O LL Lu K� U \ a p 418 j W M Lu N li , H � m STRUCTURAL PAVEMENT -- -: --- li STREET SECTION - 416 � _0.58c CROSS SECTIONS SEE SHEET C-104 (TYP) EXISTING FL GUTTER — PROPOSED GUTTER 414 1 FLOWLINE --EXISTING CL TOP OF PAVEMENT j A4ei 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 w w ' PROP. FL ma. O O PROP. LIP Jn OF GUTTER 0 0 -- 2+00 S83°13'57"E SUMNER STREET ¢ CONSTRUCTION LIMITS7 1 - __. _� - ----- ___ – — — ---- --- ------ --- SUMNER STREET ui Q w w m CONTRACTOR TO LOCATE ANY UNSURVEYED STREET MONUMENTS AND PROTECT IN PLACE a x '- �—X�x'---�--� O CV DRAINAGE M c0 N aD 1� J + p `- EASEMENT 1 L r DOC. # 000216182207 — ADJUST EXISTING MANHOLE i- f GOVER, F;If!A 916 16 1 cn W w a wa j i LIJ = O O I Lu \ j W M Lu N 4+00MAJOR , H � \`-- STRUCTURAL PAVEMENT 1 li STREET SECTION CROSS SECTIONS SEE SHEET C-104 (TYP) SEE COB DETAIL ST -17 (TYP) - 1 j 1 20 0 20 40 SCALEIN FEET L.... EXISTING CL SUMNER ST. -----: ----- ----- --------------------------------ExL_gGrade 010%------------------ ---- ---- ---- ----- ----- -0.20% i - -EXISTING EDGE OF PAVEMENT PROPOSED FL GUTTER 1+00 2+00 rn m N (O V V M c0 N aD 1� O n 1q f0 1+00 2+00 rn m N (O V V C 62284 424 422 L 420 H 416 — 1 412 5+00 1 ui (6 N (O 1q f0 C 62284 424 422 L 420 H 416 — 1 412 5+00 1 rn z 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 O Q PROP. BACK OF SIDEWALK Q 1 LEGEND ROW 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 EL 0 o PROP. LIP 0f OF GUTTER o e \I f� 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 i W k tn. j Z I;n OF PAVEMENT = RETENTION POND 1 I1 F~- UVJ MAJOR STREET 101 / I CROSS SECTION - 1 Q SEE COB DETAIL ST -17 (TYP) --. - a 00 1 � EXISTING CL SUMNER ST, - 5+00 1 /- -------------------------- --- `2 ------------------------------------------ --- ---- ---- ---- ExisiM9Grade -0.10% j 416 -- ----------------------- - - j- ----- --------- --------------------------- EXISTING EDGE OF PAVEMENT -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, W = a• SEE COB w a - Z N to DETAIL D-14 M m o ja STA: 5+50.00 wa -I WOFF: 34.00'LT = V FL: 415.45N -J N rn z 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 O Q PROP. BACK OF SIDEWALK Q 1 LEGEND ROW 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 EL 0 o PROP. LIP 0f OF GUTTER o e \I f� 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 = W I1 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 OFFICE SHEET SET NUMBER SHEET NUMBER C-102 of C-104 7 of 17 STREET IMPROVEMENTS PLAN & PROFILE 2 OF 44 O 0 0 O v 420 EXISTING CL TOP Y7 J J m (+p @ J / W W II f, j OF PAVEMENT F~- UVJ 418 o W� a --. - a 00 CI- Ww 0 MW EXISTING CL SUMNER ST, - 5+00 /- -------------------------- --- `2 ------------------------------------------ --- ---- ---- ---- ExisiM9Grade -0.10% j 416 -- ----------------------- - - ----- --------- --------------------------- 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 OFFICE SHEET SET NUMBER SHEET NUMBER C-102 of C-104 7 of 17 STREET IMPROVEMENTS PLAN & PROFILE 2 OF 44 O 0 0 O 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 OFFICE SHEET SET NUMBER SHEET NUMBER C-102 of C-104 7 of 17 STREET IMPROVEMENTS PLAN & PROFILE 2 OF 44 O 0 0 O v BEGIN CURB HEAD TRANSITION 6" TO 0" OVER 6', TC: 415.62 CL STA. 10+08.98 CREWAND 19' 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 ' i SEE COB OFF: 0.00'— FOP: 415.3 I p 1 DE'T'AIL D-14 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 -5 LLJ LU 1 STA: 10+75.29 `1 1 OFF: 54.93' RT (� MATCH EXIST. r.r.r.r. ¢ MATC I E LINE 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 -6i P 9 i BEGIN CURB HEAD TRANSITION NEW ROW PER Q % 6" TO 0" OVER 6', TO: 415.70 DOC. # 000216182209 1 5 o PROP RACK OE SIDEWALK - EXIST. ROW I FENCE - 't'\ 7 _ STA: 10+87.0 ° OFF: 0.00' Ep SEE ER MANHOANITARLE 1 '.\ a( `E MANHOLE \ \ PROP S SEWER SHEET C-130 CONTROL POINT CP -04 -- PROP 8" SANITARY MONUMENT WELL SEWER NORTHING: 4953.57 SEE SHEET C-130 FASTING: 4943.03 l ELEVATION: 414.25 ^r STA: 10+94.29 IIS T PLACE OR REMOVPROTECT t> IN f CONSTRUCTION AND RESET IN SAME LOCATION AS BEFORE PER COB DETAIL ST -22 - 4 YARD ?„ OFFICE BUILDING w ' (FF = 418.35) I t BEGIN CURB HEAD TRANSITION 6" TO 0" OVER 6', TC 416.37 - PROP STREET LIGHT #329AM I PER COB STD. DWG. ST -23 THROUGH ST -26 it SEE NOTE 1 �_— 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 PARKING ' — PEDESTRIAN WALKWAY (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 LU - J 1 PROP 8" 1 WATER LINE SEE SHEET 1 C-116 1 ' 1 20 0 20 40 STA; 10+75.29 scALE IN FEET OFF:194.76'RT MATCH EXIST. SEE COB DETAIL ST -1 1 ROP 8" SANITARY SEWERSEE SHEET C-130 - 422 L 200.00`t ci 951.31, -- K .. uq m ci + -. -- 4iv G1-0001. G2 0.001 r v \ \\ > , a STA: 10+97.96 420 \ `� `- OFF: 200.04'RT _ m I L6 - --- MATCH EXIST. > `�' � i � � > �' \ STA 10+87.96 LU i w + w w i w — —OFF: 204.08` RT Z z z \ MATCH EXIST. Zii 418 ,\ STA: 10+77.79 - — - ---- - _ OFF: 194.76° RT MATCH EXIST. i EXISTING CL SUMNER ST. i Exisdn Grade 0,10% � Ex+stin�Grade=0.11°10 _ -- ----__ --__ -- ---g--- ------------- ---------=-----=--------- --= -- -------_-- - ------- ------1 T -_= ___= -- _---- -----= ___-= -:_ __ =w -m -- - - 416 --- - -- - - - -- - - - -- - -- - - ---- - ---- ------------ --- -- ---- ---- ---- --- _ -- -- ----- --- ---- - 026 /Q - -- – -� PROPOSED FL GUTTER \ EXISTING EDGE OF PAVEMENT — – 414 p - 414 SEA BE' PROP D ER LINE —EXISTING CL TOP SEE SHEET C-116 /, t OF PAVEMENT — co v. ui v'.. %ri v ui si ui uri em - vii' co ui.. ui IMMEMNIM 12+00 13+00 DRIVE WILONS UNIINGON '+ PAC ♦ I P SAN BERNAF CA 92406 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 — DOC. # 000216182209 1 X f- 1 x 1 1 1 O i O d' X c:) x Lo O I Q U r W W= I W a M M F OP LIP GUTTER a io Z� � J V) ::i H 0 .-. 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 o � � J V) SIDEWALK TO NEW H 0 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 o W o 6" SCARIFY o O.v + AND COMPACT RELATIVE -- STRUCTURAL PAVEMENT Zt 1900% N w - 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 1 -------- ----- ----- SEE COB DETAIL ST -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 MNER EXTENDED ON BEARING OF 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 H 0 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 COMPACT RELATIVE Zt 1900% COMPACTION 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 z Grade=0.11%- ---------------------------------- 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 < V f0 (O 412 15+00 16+00 17+00 NOTES: 1. BASELINE POINT OF END ESTABLISHED FROM MONUMENT AT GAGE STREET (SEE SHEET C-103AND MNER EXTENDED ON BEARING OF 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" SCARIFY fir,- , 1 �AGGt A Vic" AND COMPACT RELATIVE Zt 1900% COMPACTION o 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 O DOUBLE 4 YELLOW CENTERLINE TWO-WAY YELLOW w o N PAVEMENT MARKING RETROREFLECTIVE z o N PER CALTRANS DETAIL 22 MARKER (TYPJ (6 w o o STA. 1+22.92 TO STA: 1+63.80 < ¢`O DOUBLE 4" YELLOW CENTERLINE mU)ZIll PAVEMENT MARKING PER CALTRANS DETAIL 22 SEE NOTE 3 - w w ¢ w a0 � 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 w J w 00 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 YELLOW DOUBLE 4" YELLOW CENTERLINE I CENTERLINE PAVEMENT MARKING RETROREFLECTIVE MARKER (TYP.) Z Z PER CALTRANS DETAIL 22 -. __.._ J _. _..... _.. __. _-..... I 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) O OF PAVEMENT GUTTER 0 J SUMNER PROP.UPRR RIGHT-OF-WAY EXIST. UPRR RIGHT-OF-WAY I Ln W I 0 I 20 I 0 IN i +0 W I i i W> I Z Q 1 J 1 W I I W W I C I G U ----: C) 0 I 0 I 20 C) 0 IN i +0 N I 10+00 �W W I I W ; z '=^ v) I W uJ ; U cn i a i i i i 20 0 20 40 SCALE IN FEET 00 O r O O O O d 4 C C) W ci > C O U) m r Q W U) I WZ Z Q 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 uj to 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 : I 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)W i w j F— rn i Lu q C C) W ci > C O U) m r Q W U) I WZ Z Q 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 uj to 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 Z I Z Q 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 00 0 0 0 0 IT 0 Tr 425 D 420 415 410 20 0 20 40 SC41-EIVFEET 4 i —r^nnlr�anl onllur ro_nA '�.. MONUMENT WELL NORTHING: 4953.57 - EASTING 4943.03 ELEVATION: 414.25 \ SCONNECT TO EXISTINGANITARY SEWER MANHOLE 6, 200.06' RTS ��r �Y�/ l ` STA: 10+94.29 - - �� CONTRACTOR TO PROTECT IN PLACE OR REMOVE FOR STA. 401+60.00 - STA. 10+92.96, 40.06' RT CONSTRUCTION AND RESET IN INSTALL TYPE "A" MANHOLE SAME LOCATION AS BEFORE PER COB DETAIL SW -2- PER COB DETAIL ST -22 STA. 402+75.41= " 0+92.96' 75.35'LT 4 401+100 40 6"46'03"E INSTALL TYPE "A" MANHOLE I' ' - PER COS DETAIL SW -2 y GAGE STREET ~ 1 INSTALL 8" PVC SAN. SEWER 160 L.F.---j INSTALL 6" PVC SANITARY 1 �' SEWER LATERAL - - 115 L.F.--� w v I a e :•r ss•4 405 - -- 405 399+0 400+00 4000 401+00 401+50 402+00 402+0 403+00 PUBLIC( ) SEWER PROFILE NWIM, 0 a 1r REVISION APPROVED BY: l' iii ELVA1tiI0.yi01 wJ6::. VIII ILS .' �' PACIFIC �� ANS DET i) i FOR AILS TE i I JsrrFry CITY RECORDS NO: �o DRAWN BY. a' C 62284 p� JSRUNION PKIFIC Office of Assistant Vice President * ate- CHECKED BY: IMILROAD Engineering Design ivC- Q/` SJM LOCATION: 1100 Sumner Street O 9fF FGA F°�'Ic� DATE: Bakersfield, California 93305 �{® 07-31-2017 DWG TITLE: SHEET SET NUMBER SHEET NUMBER BAKERSFIELD YARD OFFICE C-1308 of C-131 12R of 17 PUBLIC SEWER PLAN AND PROFILE I I 1. TE i I JsrrFry CITY RECORDS NO: �o DRAWN BY. a' C 62284 p� JSRUNION PKIFIC Office of Assistant Vice President * ate- CHECKED BY: IMILROAD Engineering Design ivC- Q/` SJM LOCATION: 1100 Sumner Street O 9fF FGA F°�'Ic� DATE: Bakersfield, California 93305 �{® 07-31-2017 DWG TITLE: SHEET SET NUMBER SHEET NUMBER BAKERSFIELD YARD OFFICE C-1308 of C-131 12R of 17 PUBLIC SEWER PLAN AND PROFILE 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: 5101.76 N. 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 416.80 ELEV: 417.14 ELEV: 417.03 ELEV 416 78 - - - - - - - - - - - - - - - - - GRADING LIMITS -- n - n f, C GRADING LIMITS - 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: 4107.0 ELEV: 417.09 E: 4052.53 ° RIGHT-OF-WAY ° ELEV: 416.61 ELEV' 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 T ELEV: 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: 5087.62 N. 5100.23 N: 5098.22 E: 3972.93 ELEV: 416.79 E: 4067.53 E: 4070.45 E: 4089.32 E 4092.30` E: 4107.26 E: 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 93305 (9091806-8000„ p,(7 11/11/2016 &COMPANY I DWG TITLE BAKERSFIELD YARD OFFICE ' SHEET SET NUMBER SHEET NUMBER C-201 of C-204 13 of 17 DRIVEWAY DETAILS co O O O O O ,It 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-WAY N:5080['t2- E 429146 E 431629 E: 4323.71 '4556.68 E'L6V 4'Y64� 'E'�87.95 ELEV: 416.42 E: 4284' 99 ELEV 416 57 ELEV 416 52 G?LEat. 4,r 36 ELEV: 16.66 zT , , $..; ;.-, ,. ELEV 416.58 ELEV: .;�„,s,- .,-. /p .,, ,:<. _, GRADING LIMITS n W t� i EXISTING CITY v 4 '° 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 80 ELEV: 416.27 \ RIGHT ELEV: ELEV: 416 ELEV 41616 ELEV: 416.02 ELEV: 416.16 l i 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: 415.68 ELEV: 416.21 ELEV: 415.68 ELEV: 415.63 ELEV: 416.10 ELEV: 416.10 ELEV: 415.50 ELEV: 415,96 N:5032.80 N: 5030.56 N: 5062.80 E: 4564.97 E: 4583,83 E: 4312.13 ELEV: 415.56 LIP OF GUTTER ELEV. 415.51 ELEV: 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 z C 62284 DRAWN BY: ExR�' JSR CHECKED BY: ' ° - 625 E CARNEGIE DRIVE WILSON SUITE#100 $ . CIVIL -- - Sim Isosl eos-sono & COMPANY 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 DRI DRIVEWAYS PER ER 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'48 5008,9'1 1 10' ,' ,�' ,'� ' N:,5005.9T-i- 5. 4875.93 ,' ELEV: 415.51 :5009.11 EXISTING I E :415.59 ELEV<415'43 EL4+415.49 RIGHT-OF-WAY --- ELEV 415,�b . yx„ - .. *, 4• GRADING LIMITS I' 'II zl I zl I,' ,' 1z I I z, O 9S I/Sll�l 2S I IIIII/H J, , , ' , 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'� A ' °� y , 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 Q ELEV: 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: 4 41814.74 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 EXPO) 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: 4961FzI Iz\/ AlAl)A F El 3 E: 4967 23 E' 5 39.70 , �' 5 �F- v9 4 IR 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 j 4594 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 Street WILSON &COMPANY SAN BERNADINO, CA6-8000 2408 �1 DATE Bakersfield, California 93305 (s6s> 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 f d � 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 Design ♦ � : CHECKED BY: 625 E CARNEGIE DRIVE s SJM WILSON 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 CO O 0 0 O It