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EGINEER, CITY OF_l
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ASSISTANT PUBLIC WORKS DIRECTC
STUART J. PATTESON RCE 44898
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BENCHMARK DISK IN CONCRETE MONUMENT STAMPED "E 365 1953" 9.9 MILE SOUTH ALONG U.S.
HIGHWAY 99 FROM THE GREENFIELD STATE BANK AT GRHENFIELD, IN 828E 1315 S8, ABOUT 89 YARDS
SOUTH OF THE T JUNCTION OF DI GIORGIO ROAD LEADING EAST, AT THE EAST SIDE OF A FARMHOUSE
YARD, 48.9 FEET EAST OF 7NE SOUTHEAST CORNER OF THE HOUSE 35 FEET WES7
7 OF THE CENTER
LINE OF THE WET LANES OF THE HIGHWAY 15.6 FEE'. SCUTH OF THE SOUTH EDGE OF A CONCRETE
WALK LEAPING, TO THE HOUSE, 6 1/2 FEET SOUTHEAST OF A 30 INCH PALM TREE, 7.5 FEET NORTH OF
A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.3 FOOT ABOVE THE GROUND.
LEGAL DESCRIPTION:
THE SOUTH 100 FEET OF LOT 1 IN SECTION 35, TOWNSHIP 3C SOUTH, RANGE 27 EAST, M D UM., IN THE
UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA, AS PER THE KERN COUNTY
SALES MAP NO. 1, RECORDED MAY 3, 1889. IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY,
EXCEPTING THEREFROM ANY PORTION OF SAID LANG DESCRIBED AS PARCELS 1, 2, 3 AND 4 OF PARCEi_
MAP 6608 RECORDED OCTOBER 27, 1982 IN BOOK 28, PAGE. 175 OF PARCEL MAPS.
ALSO EXCEPTING THEREFROM ANY PORTION OF SAID FANO DESCRIBED IN OFFER OF DEDICATION FOR
INGRESS, EGRESS, ROAD AND INCIDENTAL PURPOSES RECORDED OCTOBER 13, 1982 IN SOCK 5496 PAGE
539 OF OFFICIAL, RECORDS, ACCEPTED BY DOCUMENT RECORDED NOVEMBER 5. 2002 AS INSTRUMENT N0.
0202186786 OF
OFFICIAL RECORDS,
BASIS OF BEARINGS;
BEARINGS ARE BASED ON THE CENTERLINE OF 'NIBLE ROAD BEING NORTH 00'35`06" EAST PER PARCEL.. MAP
NO. 5808, P,M.O. P.M.B. 28/175.
VICINITY MAP
NO SCALE
BAKERSFIELD DISTRICT
STREET IMPROVEMENT PLANS
CAL WATER WELL SITE BK 225
P f 7 , A
MATERIALS LIST
ESTIMATED QUANTITIES FOR PLAN
CHECK AND INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPOSES.
COLLECTOR STREET 100 L.F.
0.45' A.C,/0.50° A.B. 2,650 S.F.
G" CURB AND GUTTER 101 LT-,
6" THICK DRIVE APPROACH 350 S.F.
4" THICK SIDEWALK 594 S.E.
SAWCUT 122 L.F.
AS REMOVAL AND DISPOSAL. 585 S.F.
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BAKERSFIELD DISTRICT
STREET IMPROVEMENT PLANS
CAL WATER WELL SITE BK 225
P f 7 , A
MATERIALS LIST
ESTIMATED QUANTITIES FOR PLAN
CHECK AND INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPOSES.
COLLECTOR STREET 100 L.F.
0.45' A.C,/0.50° A.B. 2,650 S.F.
G" CURB AND GUTTER 101 LT-,
6" THICK DRIVE APPROACH 350 S.F.
4" THICK SIDEWALK 594 S.E.
SAWCUT 122 L.F.
AS REMOVAL AND DISPOSAL. 585 S.F.
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GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF
BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS
SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION WTHIN THE CITY RIGHT -OF -WAV OR CITY EASEMENTS SHALL BE IN ACCORDANCE
WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE
CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET
RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND
SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE
STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT.
4. 24 HOUR 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) 325-3049.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE
BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE
DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE
NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE
CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR
TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE
CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS
DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
8, IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO
ANY FURTHER WORK.
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION
NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF
THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE
CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH
CORRECTION.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER
DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR
SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE
CHARGE.
12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION,
SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN
IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART Or THE DRAWINGS AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A
WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE
FOR THE PROJECT.
14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR
USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY
PORTER & ASSOCIATES, INC.
15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR
THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR
TO ISSUANCE OF A PERMIT.
16, NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH
APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED.
17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN
ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE
NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP
IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS).
18. ANY ITEMS IN PUBLIC RfGHT-OF-WAY THAT ARE DAMAGED OR 00 NOT MEET CURRENT STANDARDS SET
BY PUBUC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE ALL RESTAKING OR
REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
COB STREET IMPROVEMENT NOTES
1. THE SUBDIMDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF
BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK.
2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER
CITY STANDARD DETAIL ST -22.
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY
AS DIRECTED BY THE CITY ENGINEER.
4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT.
SEE STRUCTURAL SEC11ONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING
SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED
ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER,
5• RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1,1
FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS
DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM UP OF GUTTER TO LIP OF GUTTER. IN
ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH
OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF
GUTTER).
6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB
AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY.
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO
FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR.
8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU, YD, OF CEMENT
AND HAVE A MAXIMUM WATER/CEMENT RAT10 OF 0.50.
9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN
ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE
DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED
BY THE CITY ENGINEER.
COB SIREET IMPROVEMENT NOTES (CONDN IE )
10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN
ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT,
11. SEWER LATERAL LOCATIONS TO BE STAMPED (S)INTO THE CURB FACE OVER EACH LATERAL.
12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS).
13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES
(NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR.
THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE.
14. SIGN PANELS SHALL BE MOUNTED ON POSTS NTH HAWKINS M20 SERIES BOLT AND VANDAL PROOF NUT
ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED
WITHIN SIDEWALK, 6" FROM BACK,
15. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE
DEPARTMENT REQUIREMENTS.
16. CONTRACTOR SHALL COMPACT SUBGRADE TO 95% FOR FULL PAVEMENT SECTION TO AT LEAST 1.0 FT.
UNDER AND EACH SIDE OF CROSS GUTTERS AND COMMERCIAL DRIVE APPROACHES.
17. 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.
18. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TEST LOCK PHOTOCELL (ORIENTED
NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD
LED STREET LIGHTING SPECIFICATIONS.
19. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED
AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN.
20. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4;1,
EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%.
ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD
TO PREVENT EROSION ONTO THE SIDEWALK.
21. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A
PART OF THIS PROJECT.
COB ASPHALT CQNCRETE PAVING NOTES
1. 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 CAL TRANS
STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
2. 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" MAXIMUM, MEDIUM GRADING.
3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND 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 PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-102(8),
"GRADES," OF THE STANDARD SPECIFICATIONS,
4. THE AMOUNT OF 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 AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS
OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL
SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST
RESULTS SHOULD NOT BE 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 COSTS
ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
6, WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE
SAW CUT IN A NEAT STRAIGHT UNE, 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 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL
BE MET.
8. THE AREA TO WHICH PAINT 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 JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER.
10, INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT
CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED
BY THE CITY ENGINEER, AND 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 OPERATIONS
RESUME.
12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE 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 PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE
LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. 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 OPERATIONS RESUME.
13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL .DENSITY AS
DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CAUFORNIA 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, NEED ADJUSTMENT. 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 SPECIFIED 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 RELATIVE COMPACTION IS EITHER LESS THAN
90% OR MORE THAN 967, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH
MATERIAL THAT DOES MEET THE RI -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S
EXPENSE,
COB ASPHALT CONCRETE (SAVING NOTES (CONTINUED)
16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY:
A. A PROPERLY CAL18RATED NUCLEAR ASPHALT TESIING DEVICE IN THE FIELD, OR
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: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL
AND REPLACEMENT, OR (3) 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 ARE PARALLEL TO, THE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE
LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS
OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING 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 ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER.
19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE
SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD
SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO
SEC11ON 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE,
PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS -
OTHER RECYCLED BASES SHALL NOT BE ALLOWED.
AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.
20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION
SECTION 19-1.03 PER THE CITY OF BAKERSFIELD:
IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO
ONE OF THE FOLLOWING:
A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING
PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE
ENGINEER.
B. WHEN 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.
CITY STANDARD PLATES
1• THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO
OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED)
CITY STD. NO.
DESCRIPTION
®
ST -1
CURB AND GUTTER (TYPE "A","B" AND "C")
❑
ST -2
COMMERCIAL DRIVEWAY
®
ST -3
SIDEWALK
] D-10
ST -4
RESIDENCE DRIVEWAY
DRAINAGE BASIN
ST -5
HOUSE NUMBER FOR CURBS
®
ST -6 DATED
1/11/99 PAVEMENT PATCHES
❑
ST -7
CROSS -GUTTERS
❑
ST -8
26 INCH PART CIRCLE CULVERT
®
ST -9
STREET SPECIFICATIONS
®
ST -10
STREET SECTIONS
❑
ST -10A
STREET SECTIONS
®
ST -11
STREET CROSS SECTIONS
❑
ST -12
ALLEY CROSS SECTION
®
ST -13
SURVEY MONUMENT
®
ST -14
"STREET LIGHT, MAST ARM TYPE
®
ST -15
CUL-DE-SACS
®
5T-16
STREET KNUCKLE
`*FIBERGLASS STREET LIGHTS NOT ALLOWED
CITY SID. NO. DESCRIPTION
ST -17
WIDE CROSS -GUTTER
] ST -2 DATED
6/2/99 MEDIAN CURBS (TYPE "M","M-1" AND "M-2")
] ST -19
HANDICAP RAMPS
] ST -20
PRIVATE STREET GATES
] ST -21
REFUSE CONTAINER PAD
ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS
] D-10
SIDEWALK UNDERDRAIN
.� D-11
DRAINAGE BASIN
D-14
CATCH -BASIN, TYPE "A"
] D-15
CATCH -BASIN, TYPE "A -i"
D-16
GUTTER DEPRESSIONS
] SW -4
MANHOLE, TYPE "A" WITH DROP CONNECTION
SW -5
FRAMES & COVER FOR MANHOLES & CLEANOUTS
T-1
STREET SIGN, POST TYPE
] T-3
MAJOR COLLECTOR TRANSITION
T-12
MINIMUM ACCESS DESIGN
T-34 DATED
09/99 TRAFFIC SIGNAL INTERCONNECT - WIRING
AND PULL BOXES
CALTRANS STANDARD PLANS
i• THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST
EDITION THEREOF)
CALTRANS STD. PLAN DESCRIPTION
® RSP A88A & 9 CURB RAMP DETAILS
ENGINEERING
DEPARTMENT
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CONSTRUCTION NOTES
11 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1.
❑2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -5.
❑3 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14
® CONSTRUCT TYPE "B" COMMERCIAL DRIVE APPROACH PER C.O.B. STD. DWG. ST -4.
❑5 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT
AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER.
OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13.
1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS,
ETC. TO FINISHED GRADE PER CITY STANDARDS.
2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.
DEMO EXISTING PAVEMENT & BASE, REPLACE TO
PROPOSED ELEVATIONS &STRUCTUCTURAL SECTION.
LEGEND
0
EXISTING SURVEY MONUMENT - PROTECT IN PLACE.
�01
EXISTING UTILITY POLE
O
SEWER MANHOLE
- -
RIGHT-OF-WAY
�W
STORM DRAIN
MU
EXISTING EDGE OF PAVEMENT
GAS --
EXISTING PG&E GAS LINE
SS
EXISTING SEWER LINE
W
EXISTING WATER LINE
OIL
EXISTING OIL LINE
T
EXISTING TELEPHONE LINE
-- E
EXISTING ELECTRIC LINE
ICOM
EXISTING TELECOMMUNICATION LINE
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AND A20D. NUMBER INC�INDICATES DETAIL NO. ON STANDARD PLAN.
STREET RIGHT-OF-WAY 3
DEDICATION PER DOC.
N0. 219001595 O.R.
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*WING 25, WING d' 20'1
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HORIZONTAL: 1"=10'
CONSTRUCT MIN. 0.45' A.C. PAVING OVER VERTICAL: 1"=1'
MIN. 0.50' CRUSHED AGGREGATE BASE OVER MIN. 1.55' NAT. GRD.
COMPACTED TO 959 MAX. DENSITY
1I=9.0 R=57
./ PROPOSED SAWCUT
I/ R/W LINE GL
1
SEE ON-SITE GRADING PLtN PROPOSED IMPROVEMENTS PER THESE PLANS
58'1
I
PROPOSED. BLOCK WALL
OR 6' CHAIN-LINK FENCE 7' w
X VARIES x I EX. PAVEMENT
19'1 1 2' 1 6' 12'-14' 4J 18'1 i TO REMAIN
X I 19'1
1 FUTURE MEDIAN
Ex. NG. ¢.1 I
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NTS
REVISIONS APPR9,XED;,---,
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NOTE: VERIFY EXISTING LOCATION AND ELEVATION : : : : T /Lv, �11v9'FFOV LJATPz A���
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EXIS77NC FLOWLINE PROF/LE _ DES/G.N fLOMiINE PROfILE : 3
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PROPOSED WATER MAIN $
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N0. 219001595 O.R.
-- —. 3• 19' – 3' � 3
*WING 25, WING d' 20'1
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EXISTING STREET LIGHT I
WITH "NO PARKINGdr.----
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(NOT A PART OF THESE PLANS) EXISTING C STRIPING TO REMAIN
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a,—
scss,�s N00'35'O6"E
WIBLE ROAD
WI BLE ROAD�_�
HORIZONTAL: 1"=10'
CONSTRUCT MIN. 0.45' A.C. PAVING OVER VERTICAL: 1"=1'
MIN. 0.50' CRUSHED AGGREGATE BASE OVER MIN. 1.55' NAT. GRD.
COMPACTED TO 959 MAX. DENSITY
1I=9.0 R=57
./ PROPOSED SAWCUT
I/ R/W LINE GL
1
SEE ON-SITE GRADING PLtN PROPOSED IMPROVEMENTS PER THESE PLANS
58'1
I
PROPOSED. BLOCK WALL
OR 6' CHAIN-LINK FENCE 7' w
X VARIES x I EX. PAVEMENT
19'1 1 2' 1 6' 12'-14' 4J 18'1 i TO REMAIN
X I 19'1
1 FUTURE MEDIAN
Ex. NG. ¢.1 I
ii �M�X 5
?SAX o Ax MIN
20+00.00
- ---III-- _�b_
A TYPICAL SECTION
NTS
REVISIONS APPR9,XED;,---,
FR . PORTER, R.C.E. NO. 33448 DATE <
" n - y/7/sow
JIM SCHROETER, R.C.E. N0. 46185 DATE I
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3
IN FIELD, PRIOR TO CONSTRUCTION' AND NOTIFY .. ........ .... .... .... .... ....... ........ .... .... ... .... ... ... ... ... .... .... .... .... - ...... .
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DESIGNED BT:
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CHECKED BY: DATE:
APPROVED BY: DATE:
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DATE:
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