HomeMy WebLinkAbout6.1-1888BRUNDAGE LANE
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PROJECT
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VICINITY MAP
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PROJECT STATISTICS:
1. APN: 170-270-20
2. SEWER: CITY OF BAKERSFIELD
3. WATER: CALIFORNIA WATER SERVICE
4. DRAINAGE: IN CONFORMANCE WITH THE COUNTY OF KERN
AND CITY OF BAKERSFIELD STANDARDS
BASIS OF BEARINGS:
THE BEARING OF NORTH 0'04'00" EAST FOR THE CENTERLINE
OF SOUTH UNION AVENUE AS SHOWN IN BOOK 12 PAGE 127 OF
RECORD OF SURVEYS IN THE KERN COUNTY RECORDER'S OFFICE
WAS HELD AS THE BASIS OF BEARINGS FOR THESE IMPROVEMENT
PLANS.
BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE ® INTERSECTION EAST
PANAMA LANE AND SOUTH UNION AVENUE PER TRACT 6865 -
PHASE 2 STREET PLANS.
ELEVATION = 361.36 U.S.G.S.
MATERIALS LIST:
THE QUANTITIES SHOWN BELOW ARE FOR PERMIT PURPOSES
ONLY, AND SHALL NOT BE USED FOR PROJECT BIDDING. THE
CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN
ESTIMATE OF QUANTITIES FOR PROJECT BIDDING.
SOUTH UNION AVENUE ROAD IMPROVEMENTS
A.C. PAVEMENT - 0.45'
143
TONS
AGGREGATE BASE - 0.45'
71
CY
6" CURB AND GUTTER
381
L.F.
4" THICK SIDEWALK
1905
S.F.
6" THICK DRIVEWAY APPROACH
1176
S.F.
STREET LIGHT (22,000 LUMEN)
1
EA.
TYPE "A" MINOR STRUCTURE
2
EA.
12" CLASS III R.C.P.
20
LF.
TRACT 1443
M.BK. 6, PG. 140
SW COR. SEC_ 8, 30/28
FD. CALIF. DIVISION OF HIGHWAYS
BRASS CAP IN LAMPHOLE,
MARKED "863+35.45
STREET IMPROVEMENT PLANS
COUNTY OF KERN
2122 SOUTH UNION AVENUE
BAKERSFIELD, CALIFORNIA 93307
SPR #16-0376
WATTS ROAD
W 1 /4 COR. SEC. 8, 30/28
FD. CALIF. DIVISION OF HIGHWAYS
BRASS CAP IN LAMPHOLE,
MARKED "889+78.46"
In
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LOT 28
o SALES MAP OF LANDS
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LAND CO.
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///-- SEE SHEETS 4 & 5 APN: 170-030-06,07
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WORKING DAYS PRIOR
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SHEET
No.
INDEX
1O
COVER
SHEET
& PLAN SHEET INDEX
t�2
GENERAL NOTES & SPECIFICATIONS
O
DETAILS & TYPICAL SECTIONS
O
SOUTH
UNION
AVENUE PLAN & PROFILE
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SOUTH
UNION
AVENUE SIGNAGE & STRIPING PLAN
x
AI
Ix
00
E. PLANZ ROAD
x
X LOT 27 Y
SALES MAP OF LANDS
OF KERN COUNTY
LAND CO. x
APN: 170-030-05,04
APN: 170-040-01
KEY MAP
SCALE: 1" = 80'
LOT 30
SALES MAP OF LANDS
OF KERN COUNTY
LAND CO.
r1 5 NO II
GRADES APPROVED
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FOR PUBLIC WORKS
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JOB No.:
17-802
DWG NO.:
STREET
DATE: 07/03/2018
DRAWN BY:
CRC
CHECKED BY:
MKV
SHEET 1
OF 5
SHEETS
GENERAL NOTES:
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AN
D ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FOR THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
2. LAV//PINNACLE ENGINEERING SHALL NOT BE RESPONSIBLE OF LIABLE FOR
UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS.
3. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR
OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT
AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL
LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS.
4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION.
5. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO
ANY FURTHER WORK.
6. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN
AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES
BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND
ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE,
PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE
CONTRACTOR SHALL CALL U.S.A. (UNDERGROUND SERVICE ALERT) 811 TWO WORKING
DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
7. IF THE CONTRACTOR IS IN DOUBT AS THE MEANING OF ANY PART OF THE PLAN 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.
8. PRIOR TO CONSTRUCTION COMMENCING: ALL SURVEY MONUMENTS WITHIN THE PROJECT
LIMITS IN JEOPARDY OF BEING COVERED, DAMAGED, DESTROYED OR OTHERWISE
DISTURBED SHALL BE TIED OUT AND HAVE A CORNER RECORD FILED WITH THE COUNTY
SURVEYOR. UPON COMPLETION OF CONSTRUCTION, THE MONUMENTS WILL BE RESET, IF
NECESSARY, AND A STANDARD SURVEY MONUMENT ENCASEMENT (PLATE R-70)
SHALL BE INSTALLED. A NEW CORNER RECORD SHALL BE FILED WITH THE COUNTY
SURVEYOR FOR ALL RESET AND/OR REPLACED MONUMENTS. CORNER RECORDS ARE TO
BE SUBMITTED BY A LICENSED LAND SURVEYOR. REFER TO SECTION 8771 (b) OF THE
PROFESSIONAL LAND SURVEYORS ACT.
1m:01�iLi0*3
1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH KERN COUNTY DEVELOPMENT
STANDARDS AND OTHER COUNTY ADOPTED POLICY; STREET IMPROVEMENTS SHALL BE
AS REQUIRED FOR TYPE A SUBDIVISIONS.
2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA BUSINESS AND
TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS, CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE BY THE
DIRECTOR.
3. ALL STREETS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE TRAFFIC INDEX AS
SHOWN ON THE TYPICAL CROSS -SECTIONS.
4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS SHOWN ON
TYPICAL CROSS -SECTIONS. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF
THE ACTUAL IN -PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE
LOWER "R" VALUE.
5. ANY LAYER OF "R" VALUE MATERIALP - SPECIFIED IN THE TYPICAL CROSS-SECTION MAY
BE INCREASED IN DEPTH PROVIDED THAT THE MATERIAL ABOVE THAT LAYER HAS NO
LESS THAN THE MINIMUM THICKNESS SHOWN.
6. IF APPROVED IN WRITING BY THE DIRECTOR, AN ALTERNATE PAVEMENT DESIGN USING
CLASS III AGGREGATE BASE AND A THICKER A.C. SECTION MAY BE USED.
7. ANY WORK WHICH AFFECTS ANY EXISTING COUNTY MAINTAINED ROAD OR THE TRAFFIC
THEREON SHALL BE COMPLETED WITHIN 20 WORKING DAYS FROM START OF WORK.
8. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOWLINES (INVERTS).
9. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B/ AND O.G. SHALL BE 0.05 OF A
FOOT.
10. PORTLAND CEMENT CONCRETE SHALL BE CLASS 3 UNLESS OTHERWISE INDICATED. ALL
CONCRETE SHALL HAVE ALL EXPOSED SURFACES TREATED WITH A WHITE PIGMENTED
CURING COMPOUND (SEE SECTION 90-7.01B OF THE STD. SPECS.) AFTER FINISHING.
11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON
THESE PLANS) SHALL BE INSTALLED PER PLANS APPROVED BY THE ENGINEER.
12. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED TO CONTRACT FOR
PUBLIC UTILITY SERVICES AND MAINTENANCE.
13. PRIOR TO START OF ANY EARTHWORK, THE SUBDIVIDER SHALL OBTAIN A GRADING
PERMIT AS REQUIRED BY KERN COUNTY CODE OF BUILDING REGULATIONS AND GRADING
ORDINANCE.
14. WHEELCHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB RETURNS PER PLATE R-60
OF THE KERN COUNTY DEVELOPMENT STANDARDS AND AS DIRECTED BY THE ENGINEER.
CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL
WIDTH & DEPTH OF THE CURB RAMP, EXCLUDING FLARED SIDES.
15. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO STRUCTURES, POLES,
PIPELINES, CONDUCTS, CANALS, AND APPURTENANCES, WHICH ARE CONSIDERED TO BE
OBSTRUCTIONS BY THE COUNTY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE OF
THE SUBDIVIDER.
16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE COUNTY
ENGINEER IN ORDER TO PROVIDE A SAFE CONNECTION TO THE EXISTING STREET
PAVEMENT.
17. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT WATER UNTIL SECURED
BY PERMANENT FENCING OR IN THE CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL
COMPLIANCE WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE KERN COUNTY
DEVELOPMENT STANDARDS, DIVISION FOUR.
18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE
PAVEMENT, AS DIRECTED BY THE ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN
SECTION 37 "BITUMINOUS SEALS" OF THE STANDARD SPECIFICATIONS AND THE STATE
DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIAL PROVISIONS CURRENTLY IN
EFFECT.
19. PAVEMENT GRINDING IN ACCORDANCE WITH SECTION 42 OF THE STANDARD
SPECIFICATIONS SHALL BE PROVIDED AS DIRECTED BY THE ENGINEER WHERE NEW
PAVEMENT MEETS EXISTING PAVEMENT.
20. ALL FRAMES AND COVERS WITHIN THE ROADWAY SHALL BE RAISED TO FINISH GRADE
PER PLATE R-69.
21. UNDERGROUND UTILITIES INCLUDING SERVICES TO BE LOCATED WITHIN RIGHT-OF-WAY
SHALL BE INSTALLED PRIOR TO SURFACING THE STREETS.
22. UTILITY VAULTS INSTALLED IN SIDEWALK AREA SHALL HAVE NON-SKID SURFACES/LIDS.
23. WHEN BIKE LANES ARE REQUIRED ALONG A HIGHWAY, THE CURB LINE SHALL BE
EXTENDED THREE (3) FEET AND THE PARKWAY AREA REDUCED THREE (3) FEET.
ASPHALT CONCRETE PAVING NOTES:
1. ASPHALT CONCRETE: 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 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 SHALL BE PG64-10
PERFORMANCE GRADED ASPHALT UN
LESS NLESS OTHERWISE DIRECTED BY THE COUNTY
ENGINEER. ASPHALT BINDER FOR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL BE
PG64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE
COUNTY 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 COUNTY ENGINEER.
5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT
THE FOLLOWING FOR THE COUNTY 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 IN SECTION 39-2.02, "AGGREGATE," OF
THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE
ANALYSIS AND SAND EQUIVALENT TEST RE
SULTS ESULTS SHOULD NOT BE OLDER THAT
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 D-2041.
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.
D. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED
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.
6. 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, "SUB -GRADE," OF THE STANDARD
SPECIFICATIONS SHALL BE MET.
7. 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.
8. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE
LOCATIONS UNLESS OTHERWISE PERMITTED BY THE COUNTY ENGINEER.
9. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE
COUNTY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD
CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON PLANS AND AS DIRECTED BY
THE COUNTY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED
TO FORM SMOOTH, TAPERED CONNECTIONS.
10. 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.
11. 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. 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. 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 CALIFORNIA TEST 375.
13. 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 TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT
CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE COUNTY 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 MATERIALS THAT MEET THE IN -PLACE DENSITY REQUIREMENTS.
14. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE
RELATIVE 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 BEAT THE CONTRACTOR'S EXPENSE.
15. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY:
F. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR
G. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING.
ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN.
H. 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 UTILIZED DIAMOND BLADES,
B. REMOVAL AND REPLACEMENT, OR
C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY.
THE METHOD WILL BE SELECTED BY THE COUNTY ENGINEER. THE CORRECTIVE WORK SHALL
BE AT THE CONTRACTOR'S EXPENSE.
ASPHALT CONCRETE PAVING NOTES CONT.:
18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED
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 COUNTY 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% 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% 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 COUNTY OF KERN:
IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE
GRADING PLANE SHALL CONFORM TO 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
0.04 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.
IORTLAND CEMENT CONCRETE. CURBS & SIDEWALK:
1. GENERAL
1.1: PORTLAND CEMENT CONCRETE FOR CURBS, GUTTERS, SIDEWALK, AND OTHER
"FLATWORK" SHALL CONFORM TO THE PROVISIONS OF SECTION 40 AND 90 OF THE STATE
OF CALIFORNIA STANDARD SPECIFICATIONS, EXCEPT AS OTHERWISE MODIFIED BY THESE
PLANS, SPECIFICATIONS, OR CONTRACT DOCUMENTS.
1.2: SEE ARCHITECT'S PLANS AND CONTRACT DOCUMENTS FOR STRUCTURAL CONCRETE, OR
CONCRETE FOR FOUNDATIONS.
2. CONCRETE
2.1 CLASS A: CLASS A CONCRETE SHALL HAVE A MINIMUM PORTLAND CEMENT CONTENT OF
564 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000
PSI IN 28 DAYS.
2.2 CLASS B: CLASS B CONCRETE SHALL A MINIMUM PORTLAND CEMENT CONTENT OF 500
POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI
IN 28 DAYS.
2.3 CLASS C: CLASS C CONCRETE SHALL HAVE A MINIMUM PORTLAND CEMENT CONTENT
OF 376 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000
PSI IN 28 DAYS.
3. REINFORCING
WHERE REINFORCED CONCRETE IS REQUIRED, REINFORCING STEEL CONFORMING TO THE
APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS SHALL BE FURNISHED AND
INSTALLED.
4. CONCRETE IMPROVEMENTS
4.1: PORTLAND CEMENT CONCRETE SHALL BE CLASS B FOR CURB AND GUTTER, ADA
RAMPS, AND SIDEWALKS, AND CLASS A FOR CROSS GUTTERS, DRIVEWAY APPROACHES, AND
ANY OTHER CONCRETE IMPROVEMENT SUBJECT TO VEHICULAR TRAFFIC. CONCRETE SHALL
CONFORM TO THE REQUIREMENTS OF SECTION 90, "PORTLAND CEMENT CONCRETE", OF THE
STATE SPECIFICATIONS.
4.2: CROSS GUTTERS AND DRIVEWAY APPROACHES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH PROVISIONS OF SECTION 73, "CONCRETE CURBS AND SIDEWALKS", OF
THE STATE SPECIFICATIONS. DRIVE APPROACHES SHALL NOT BE CONSTRUCTED WITHIN TEN
FEET OF CURB RETURNS, AS MEASURED FROM RETURN TO EDGE OF APPROACH, UNLESS
APPROVED BY THE CITY. EXPANSION JOINTS SHALL BE EITHER (A) Y4-INCH TO %-INCH
PREMOLDED EXPANSION JOINT FILLER PER SECTION 51-1.12 OF THE STATE SPECIFICATIONS,
OR (B) 2-INCH DEEP SCORED JOINT (WEAKENED PLANE, EXTRUSION MACHINE ONLY).
4.3: ALL CONCRETE IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE
STANDARD DETAILS. WHITE PIGMENTED CURING COMPOUNDS, CONFORMING TO ASTM C-309,
SHALL BE APPLIED TO ALL EXPOSED SURFACES OF CONCRETE IMPROVEMENTS TO PROVIDE
COMPLETE AND UNIFORM COVERAGE. CURING COMPOUND SHALL BE APPLIED WITHIN 1 HOUR
OF CONCRETE FINISHING.
4.4: EXCAVATION, GRADING AND BACKFILLING BEHIND THE CURB RETURNS, INCLUDING
GRADING OF PARKWAY, SHALL BE DONE IN ACCORDANCE WITH THE TECHNICAL
SPECIFICATIONS FOR EARTHWORK. ANY EXCAVATED MATERIAL NOT NEEDED FOR GRADING OR
BACKFILL, IN THE OPINION OF THE CITY, SHALL BE REMOVED FROM THE SITE OF WORK AND
DISPOSED OF AT THE EXPENSE OF THE OWNER.
4.5: THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL THE DESIGN OF
THE MIX PROPOSED FOR USE. SAID MIX DESIGN SHALL SET FORTH WEIGHTS OF CEMENT,
SAND, COARSE AGGREGATE AND WATER TO BE USED TOGETHER WITH A GRADING ANALYSIS
OF SAND AND COARSE AGGREGATE. THE SOURCE OF SUPPLY OF MATERIALS ENTERING
INTO THE MIX SHALL ALSO BE GIVEN. THE MIX DESIGN SHALL BE APPROVED BY THE
ENGINEER PRIOR TO PLACING ANY CONCRETE.
4.6: IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, INSTALL REBAR DOWELLS WHEN
NEW PC CONCRETE IS SHOWN TO JOIN EXISTING PC CONCRETE.
4.7: 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 2X ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE
SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
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JOB No.:
17-802
DWG NO.:
STREET
DATE: 07/03/2018
DRAWN BY:
CRC
CHECKED BY:
MKV
SHEET 2
OF 5
SHEETS
THE FOLLOWING CAL TRANS STANDARD DRAWINGS SHALL BE CONSIDERED A
PART OF THESE PLANS (CON TRA C TOR TO OBTAIN LATEST EDITION THEREOF)
® CONSTRUCT ACCESS/BLE CURB RX&P /N ACCORDANCE X711 C.9L;?UNS STAN04R0 D/e,4NNG'
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SCALE: 1 "=10'
THE FOLLOWING KERN COUNTY STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE
PLANS. (CON TRA C TOR TO OBTAIN LATEST EDITION THEREOF)
KC PLATE NO. OESCR/PT/ON
®
R-52
ST,4N0,4R0 CURB
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45'
24' _
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SAWCUT ONLY IF
DIRECTED BY COUNTY
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- — SLOPE — —
VARIES
95% COMPACTION LIMITS
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CONSTRUCT 6"
77
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J 3
EXISTING GROUND
0.45' A.C. OVER 0.45' A.B. OVER 1.60'
NATIVE, ALL COMPACTED TO 95%
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SCALE: 1 "=10'
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JOB No.:
17-802
DWG NO.:
STREET
DATE: 07/03/2oi8
DRAWN BY:
CRC
CHECKED BY:
MKV
SHEET 3
OF 5
SHEETS
LEGEND
----
RIGHT OF WAY
it
EXISTING EDGE OF PAVEMENT
PARCEL BOUNDARY
EXISTING FENCE
— _ —
CENTERLINE
O
EXISTING SEWER MANHOLE
O1
CONSTRUCTION NOTE
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EXISTING STORM DRAIN MANHOLE
o
INSTALL 22,000 LUMEN LED STREET
LIGHT PER KC STD. DWG. NO. R-75.
ss--
EXISTING SEWER TRUNK MAIN
EXISTING PORTLAND CEMENT CONCRETE
NG °�
EXISTING "TOPO" SHOT WITH
SURVEYOR'S DESCRIPTION
2'_`"``:;;
NEW ASPHALT CONCRETE PAVEMENT
EXISTING GAS LINE
c ----
TRUNCATED DOMES
—oti -
EXISTING OVERHEAD ELECTRICAL LINE
5;YK)
PROPOSED FIRE HYDRANT
W-
PROPOSED WATER LINE
NOTE: PROPOSED FIRE HYDRANT AND
WATER LINE NOT IN CONTRACT. SEE WATER
PLANS BY CAL WATER.
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ABBREVIATIONS
AC
ASPHALT CONCRETE PAVEMENT
HP
HINGE POINT
BCR
BEGINNING CURB RETURN
LIP
LIP OF GUTTER
BW
BACK OF WALK
NG
NATURAL GROUND
CL
CENTERLINE
PC
PORTLAND CEMENT
ECR
END CURB RETURN
PL
PROPERTY LINE
EP
EDGE OF PAVEMENT
RCP
REINFORCED CONCRETE PIPE
EX
EXISTING
RW
RIGHT OF WAY
FC
FENCE
SS
SANITARY SEWER
FL
FLOWLINE
TIP
TOP OF PAVEMENT
FS
FINISHED SURFACE
K.C.
KERN COUNTY
GIRD
GROUND
STD.
STANDARD
STA
STATION
FG
FINISH GROUND
GB
GRADE BREAK
BCR BEGIN CURB RETURN
ECR END CURB RETURN
RCP REINFORCED CONCRETE PIPE
CONSTRUCTION NOTES
O1 CONSTRUCT 6" TYPE A2-6 CURB AND GUTTER PER K.C. STD. PLATE NO. R-52.
O2 CONSTRUCT 5.0' WIDE STD. SIDEWALK PER K.C. STD. PLATE NO. R-53.
O3 CONSTRUCT DRIVEWAY APPROACH TYPE "C" PER K.C. STD PLATE NO. R-55.
O4 JOIN EXISTING PC PAVEMENT, SAWCUT IF DIRECTED BY COUNTY INSPECTOR.
OS CONSTRUCT ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTION PER DETAIL e
3
AND 3 AND TO THE LINES AND GRADES INDICATED ON THE PLANS.
O CONSTRUCT TYPE "A" CATCH BASIN PER K.C. STD PLATE R-71 AND R-72
O7 PER K.C. STD. PLATE NO. R-75, FURNISH AND INSTALL 22,000 LED LUMINAIRE
STREET LIGHT, INCLUDE FOUNDATION, PULL BOX, BLANK CONDUIT AND GROUND ROD.
® PER K.C. STD. PLATE R-76, FURNISH AND INSTALL 1-1/2 INCH ELECTRICAL
CONDUIT FROM STREET LIGHT PULL BOX TO LIMITS OF WORK, CAP CONDUIT.
O9 EXISTING UTILITY POLE TO BE RELOCATED.
10 IF EXISTING UTILITY BOXES, VALVES, MANHOLES, ETC. ARE LOCATED WITHIN THE
IMPROVEMENT AREA, CONTRACTOR SHALL ADJUST TO GRADE PER KERN COUNTY
STANDARDS.
11 DETECTABLE WARNING (RAISED TRUNCATED DOME) PRODUCTS SHALL EXTEND THE
FULL LENGTH AND WIDTH OF WALK AREA. DETECTABLE WARNING PRODUCTS SHALL
BE DSA-AC APPROVED.
12 CONSTRUCT 12" R.C.P. STORM DRAIN PIPE
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0 W .. j� .pp N 00 .0) ?i I� 00 N o0 Z 4 N I" W r- N. r-
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+M +M +M + > .+M + M.zo 11 - ^ N N M 0_ M M M Z.O II MI 1
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. �IW .. W F-- W F- .1- W H''' . ulU.v)� W. t~n W w .N - N W. W. W U0.0; (n1 382
382 I ur ......� .... N ..� .. Q M_ "iC
N
N EX. SURFACE PROFILE — V)
8.0' RT OF CL - DESIGN FLOWLINE PROFILE 1
_ 7.9'_ON 7.9' ON 45.0' RT OF CL - CURVE
CURVE CURVE E 7 9 7.9 ON
CUR... 80
...... .. I. 3
380 1 _ - -- -
-0.25% 0.259% - .25% - 25% 25%-
- - -- - - - - -- -
T -: - . . - . : - . . . . . . . . . . SS MH NORTH
378 : - - -_ OF PROJECT
-- EX. SURFACE PROFILE BREAK IN PROFILE STA. 876+56.83
BREAK IN PROFILE - 45.0' RT OF CL -- _ - - - - --- - -INV. 369.14 -
_ - - - - - - --- - - -- - - - :- - .....- - ..... ..... 70
370
SS MH AT PLANZ EX. 8" SEWER LINE -SLOPE _ .0032
AND UNION AVENUES - - — 68
STA..863+64.60........... -.— - — ..... .........................--..--......
368; ....
—�
INV. 364.96 --- --- -- — -
- 366
869+00 870+00 871+00 872+00 873+00 874+00 875+00
EAST FLOWLINE PROFILE
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JOB No.:
17-802
DWG NO.:
STREET
DATE: 07/03/2018
DRAWN BY:
CRC
CHECKED BY:
MKV
SHEET 4
OF 5
SHEETS
� C7
LEGEND: STRIPING CONSTRUCTION NOTES GENERAL PAVEMENT DELINEATION �.+ z
1 PAINT TRAFFIC LINES PER CALTRANS STD. A20A DETAIL 8� Il 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS 5••�
------- STREET RIGHT OF WAY O STANDARD PLANS AND SPECIFICATIONS AND THE CALIFORNIA MUTCD, CURRENT EDITIONS. m
----- STREET CENTERLINE 2O PAINT TRAFFIC LINES PER CALTRANS STD. A208 DETAIL 27B. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD � (� CN ^,
DIRECTION OF TRAVEL
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( APWA AGC). 0 U
�
3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING 00
OBJECT MARKER RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE 00
REMOVED BY WET WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY •
EXISTING PORTLAND CEMENT CONCRETE OR SEAL COAT SHALL BE FOG SEALED.
4. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN AND
NEW ASPHALT CONCRETE PAVEMENT OBTAIN APPROVAL FROM THE COUNTY INSPECTOR. ALL SIGNING AND TRAFFIC CONTROL z
DURING CONSTRUCTION SHALL BE BE PER THE CALIFORNIA MUTCD, CURRENT EDITION. ,..,
5. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR IS SUBJECT TO APPROVAL BY THE cz z
COUNTY OF KERN PUBLIC WORKS DEPARTMENT. z ;; d
6. ALL PERMANENT STRIPING TO BE "��+? PAINT PER CALTRANS STANDARD i�l Q ) 00'�
SPECIFICATION PT+tf $2#1=tfi'B. 1' T W $ - 01 V-2 . pmm(a,
C\
7. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT PARKERS, Q,.+ Go AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. KERN COUNTY PUBLIC WORKS \ y
8. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND TRAFFIC SECTION
WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE PROVED
CONTRACTOR'S EXPENSE. Sy; z 0
Date: z4 i a o
9. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS A S N 7E�� (c] O
ARE THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A w REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE COUNTY FOR APPROVAL NO LESS z N a
00 x
THAN 10 DAYS PRIOR TO PAVING.
10. SEE STREET IMPROVEMENT PLANS FOR PAVEMENT WIDENING.
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JOB No.:
17-802
DWG NO.:
STREET
DATE: 07/03/2o18
DRAWN BY:
CRC
CHECKED BY:
MKV
SHEET 5
OF 5
SHEETS