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TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE
F1011A
STUARTASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
iL . 489
mm
BELOWrIMjA
MATERIALS LIST:
THE QUANTITIES SHOWN ARE FOR PERMIT
PURPOSES
RPO • FOR PROJECT
BIDDING, THE CONTRACTORO
HIS OWN ESTIMATE OF BIDDING.
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4F�
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CENTERLINE LENGTH
450
LF
ROSEDALE'HIGHWAY
A.G. PAVEMENT - 0.35'
150 TONS
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AGGREGATE BASE - 0.45'
C r `
CY
I
6" CURB AND GUTTER
PROJECT
HALL ROAD SITE
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STOCKDALE HIGHWAY 0
SHEET No. INDEX
ADA RAMP
3
EA
1D COVER SHEET & PLAN SHEET INDEX
allellellmyuggN
TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE
F1011A
STUARTASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
iL . 489
mm
BELOWrIMjA
MATERIALS LIST:
THE QUANTITIES SHOWN ARE FOR PERMIT
PURPOSES
RPO • FOR PROJECT
BIDDING, THE CONTRACTORO
HIS OWN ESTIMATE OF BIDDING.
Affaimmizu.lMi
4F�
�'��`_ • • -rye
i
r .
CENTERLINE LENGTH
450
LF
St-Brimhall
A.G. PAVEMENT - 0.35'
150 TONS
DRA[NN BY:
AGGREGATE BASE - 0.45'
95
CY
3 SHEETS
6" CURB AND GUTTER
275
LF
4" THICK SIDEWALK
3,312
SF
SAWCUT
306
LF
SHEET No. INDEX
ADA RAMP
3
EA
1D COVER SHEET & PLAN SHEET INDEX
STREET LIGHTS
2
EA
STREET SIGNS
6
EA
2 GENERAL NOTES & SPECIFICATIONS
i
DETAILS & TYPICAL SECTIONS
STORM DRAIN
BRIMHALL ROAD
CATCH BASIN
2
EA
5 STRIPING AND SIGNAGE PLAN
18'° RCP STORM DRAIN
115
LF
APP/?OVED BK
.'
---FOUND CONC. MONUMIENT WITH BRASS
CAP IN LAMPHOLE FOR CENTERLINE
.% •; F \ 4I �': i BRIMHALL AND WINDSONG
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE
FIQLER R.C.E 61069
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ROAD
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3968.24' N89'10'49"W (BASIS OF BEARINGS) ,
FOUND CONC DON`T,,.r' TH BRASS
-IN--LAMPHOL-E GR4L, COR SEC.
32 T 29S... R;27E. M.D.M
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BASIS OF BEARINGS: �I
PARCEL_ 'S W 3 I if T�
P.M. NO. 1184E €
THE BEARING OF NORTH 89°10'41" WEST FOR THE NORTH LINE OF P.M. BE. 58, PG. 4
THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 29 SOUTH, } P 1
X LOT 1 [ ? PARCEL 1
RANGE 27 EAST, AS SHOWN ON REVISED PARCEL MAP No. 9630 I `� 0. 7-911
RECORDED IN PARCEL MAP BOOK 51, AT PAGE 13 IN THE OFFICE 1 i CO P.M.W. NO. 17 0065 T P.M.W NO 1? -0065 P.M.W.W
,i, DOC. 217096424 O.R V y OG. #<1CC79o42r, 0-R. BK. 6871, PG. 1G51, 0. R.
OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF -r #
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BEARINGS SHOWN ON THIS MAP. wOW vv y +
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ill S #
BENCHMARK USE -
CONCRETE MONUMENT WITH BRASS CAP IN LAMPHOLE AT THE
CENTERLINE INTERSECTION OF BRIMHALL AND WINDSONG, 3,968' KEY MAP
WEST OF THE PROJECT SCALE: 1"=50'
ELEVATION = 376.53 (USGS DATUM) N (DR TI -I
SCALE: 1- _ 50'
0 25 50 100
CITY RECORDS NO.
JOB No.:
15-688
DWG NO.:
St-Brimhall
DATE:
2/1j2019
DRA[NN BY:
ADA
CHECKED BY: MKV
SHEET
OF
3 SHEETS
■
i
■
JOB No.:
15-688
DWG NO.:
St-Brimhall
DATE:
2/1j2019
DRA[NN BY:
ADA
CHECKED BY: MKV
SHEET
OF
3 SHEETS
GENERAL NOTES:
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
A PERMIT SHALL BE OBTAINED FROM THE CALIFORNIA DEPARTMENT OF TRANSPORTATION
(CALTRANS) FOR WORK TO BE DONE WITHIN THE CALTRANS STREET RIGHT-OF-WAY.
CONTRACTOR SHALL PROVIDE ALL INSURANCE, BONDING, AND SECURITY REQUIRED BY THE
PERMIT.
2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND
COMPACTED PER SOILS REPORT PREPARED BY BY KRAZAN & ASSOCIATES, INC., PROJECT
NO. 022-16073, DATED JULY 14, 2016,
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY
CITY ENGINEER.
4. 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 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.
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. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS, LATEST ADDITION.
7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661) 326-3049.
8. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.)
THAT ARE REMOVED, DAMAGED, OR UNDERCUT OR DOES NOT MEET CURRENT CITY OF
BAKERSFIELD STANDARDS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE
INSPECTOR OF RECORD.
9. 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) 1-800-227-2600 AT LEAST TWO WORKING
DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
10. IF THE CONTRACTOR IS IN DOUBT AS TO 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.
11. 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.
12. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -27.
13. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 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 THE RESPONSIBILITY OF
THE CONTRACTOR.
14. LAV//PINNACLE ENGINEERING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE
APPROVED IN WRITING BY LAV//PINNACLE ENGINEERING.
15. SEE UTILITY AND ARCHITECT'S IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE
PART OF THIS PROJECT.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES
OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION
OF THE ENGINEER AT THE CONTRACTORS EXPENSE.
17. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION.
18. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL
OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR
HIS USE. -THESE STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS.
19. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH
THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH
CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
2010 -0014 -DWG AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY
CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY
CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL
CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C378390
HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT.
20. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET
RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED
INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK
PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE
PERMIT.
21. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED
ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED.
22. 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).
23. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS.
24. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND
EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES.
25. NOTE TO STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL.
26. 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.
27. LUMINAIRES 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.
28, WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE
INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE WHERE THEY ARE SHOWN HEREIN.
29. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE
4:1, EXCEPT FOR TWO FEET BEYOND 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.
GRADING NOTES:
1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND SHALL
CONFORM WITH APPENDIX J OF CALIFORNIA BUILDING CODE (CURRENT EDITION) AND
STANDARDS PERTAINING THERETO.
2. THE SOILS REPORT PREPARED BY KRAZAN AND ASSOCIATES DATED JULY 14 2016 SHALL
BE CONSIDERED A PART OF THESE PLANS AND ALL PROVISIONS THEREIN SHALL BE
ADHERED TO. IN THE "EVENT OF A CONFLICT BETWEEN THESE PLANS, SPECIFICATIONS,
SOILS REPORT, AND AGENCY STANDARDS, THE MORE RESTRICTIVE SPECIFICATION SHALL
APPLY.
3. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND PAVING AREAS TO
WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN
0.1 FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE
CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER.
5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION.
A PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE
PERFORMED IN THE CITY RIGHT-OF-WAY.
6. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL
SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO
THE ENGINEER AND BUILDING DEPARTMENT BY THE SOILS ENGINEER.
7. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS PROJECT, IT IS
THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK.
8. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE
WITH APPENDIX J OF CALIFORNIA BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE
SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE
COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW.
9. DUST CONTROL: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST
NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS
DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE MEASURES TO BE
TAKEN BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:
A. WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT
THE SURFACES FROM BECOMING DRY ENOUGH TO PERMIT DUST FORMATION.
B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL
SHALL BE KEPT FREE OF DIRT.
10. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF
ALL EXISTING UTILITIES PRIOR TO BEGINNING OF ANY WORK. CALL U.S.A. UNDERGROUND
ALERT (800) 227-2600 PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
11. THE GEOTECHNICAL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE
PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE
FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE
PLAN AND APPLICABLE CODE REQUIREMENTS.
12. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR
OMISSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION OF
ALL UTILITIES PRIOR TO CONSTRUCTION.
13. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED
SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE
REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS,
THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE
PROJECT BOUNDARY.
14. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT;
INCLUDING 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.
15. INTENTIONALLY LEFT BLANK.
16. ALL ONSITE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY CONTRACTOR AT
CONTRACTOR'S EXPENSE.
17. ANY EXISTING IMPROVEMENT OR UTILITY REMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE
ENGINEER AND APPROVED BY THE COUNTY OF KERN AT THE CONTRACTOR'S EXPENSE.
18. ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.
19. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE
GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER, DESIGN ENGINEER, AND BUILDING
OFFICIAL SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO PLACING OF ANY FILL
MATERIAL.
20. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS,
LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS. ANY HOLE OR VOIDS LEFT
AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS,
PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE GEOTECHNICAL ENGINEER.
21. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL.
22. ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OF
EXISTING OR PLANNED CUT SLOPES.
23. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTION FACTOR OF 207.
THE ENGINEER MAKES NO WARRANTEE EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE
ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES, THE
GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL
DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND
FILL.
24. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY.
THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, SOILS REPORT AND THE SITE
TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK
CALCULATIONS.
25. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE COORDINATED WITH THE
INSPECTOR AT THE TIME OF GRADING.
28. THE CONTRACTOR SHALL COORDINATE WITH THE SUBDIVIDER AND THE ENGINEER THE
LOCA11ON OF THE BORROW AREAS (IF REQUIRED) PRIOR TO BEGINNING CONSTRUCTION.
29. SEE ARCHITECT'S DETAIL SHEET FOR DETAILS NOT SHOWN ON THIS SHEET. ALSO SEE
ARCHITECT'S SITE PLAN FOR DIMENSIONS NOT SHOWN ON THIS PLAN.
30. IF THE CONTRACTOR IS IN DOUBT AS TO 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.
31, 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.
GRADING NOTES (CONT'D)
32. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED AND
COMPACTED IN ACCORDANCE WITH THE SOILS REPORT.
33. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAVED BY THE BUILDING
OFFICIAL.
34. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH
THE FOREGOING RECOMMENDATIONS, (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION
BEGINS AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE ENGINEER IF ITEMS
WHICH MIGHT EFFECT FOUNDATION STABILITY ARE ENCOUNTERED DURING EARTHWORK
OPERATIONS SO THAT THEY MAY BE TREATED UNDER HIS DIRECTION (THESE MIGHT
INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.)
35. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT
BE PERMITTED.
36. ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED SCO D DURING GRADING SHALL BE
ADEQUATELY CAPPED IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY AND STATE
ORDINANCES.
37. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT
AND FILL SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. THE FACE OF
ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO
THE AREA.
38. UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL ENGINEERING INVESTIGATION,
GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAYS AND BITUMINOUS PAVEMENTS
SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF TWELVE INCHES (12")
BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED. COMPACTION IN
PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF NINETY-FIVE PERCENT (95%)
OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, METHOD A,
AND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO FEET (2') BEYOND THE OUTSIDE
EDGES OF PAVEMENTS.
39. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE
COMPACTED TO NINETY PERCENT (907) DENSITY FOR A MINIMUM DISTANCE OF FIVE FEET
(5') BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. THE
DEPTH OF OVEREXCAVATION AND COMPACTION IN PAD AREAS SHALL BE ONE FOOT
BELOW EXISTING GROUND ELEVATION. RECOMPACTION OF OVER -EXCAVATED MATERIAL
SHALL BE TO AT LEAST NINETY PERCENT (907) OF MAXIMUM DRY DENSITY.
40. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL
FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF 6".
41. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND .BENCHED TO SUPPORT
FILL.
42. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6" IN COMPACTED
THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY APPROVED METHOD.
43. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED
BY C.B.C. APPENDIX CHAPTER 33 AND SO CERTIFIED BY TESTS AND REPORTS FROM
SOILS ENGINEER.
44. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT
BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE
PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED BY LAV//PINNACLE
ENGINEERING.
45. PURSUANT TO SECTION 3317.8 OF THE CALIFORNIA BUILDING CODE,IF THE CIVIL
ENGINEER, THE SOILS ENGINEER, OR THE ENGINEERING GEOLOGIST OF RECORD IS
CHANGED DURING GRADING, THE WORK SHALL BE STOPPED UNTIL THE REPLACEMENT
HAS AGREED IN WRITING TO ACCEPT THEIR RESPONSIBILITY WITHIN THEIR AREA OF
TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE
THE DUTY OF THE PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING OF SUCH
CHANGE PRIOR TO THE RECOMMENCEMENT OF SUCH GRADING.
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, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER.
ASPHALT BINDER FOR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL BE PG64-10
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 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 RESULTS 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.
F. 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 SEEMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS
UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER.
ASPHALT CONCRETE PAVING NOTES CONT.:
9. 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 PLANS AND AS DIRECTED BY
THE CITY 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 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 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:
A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING 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;
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 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
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% 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 CITY OF BAKERSFIELD:
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 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.
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PORTLAND 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.
THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF
THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF)
CITY STD. NO. DESCRIPTION
CITY STD. NO. DESCRIPTION
1.2: SEE ARCHITECTS PLANS AND CONTRACT DOCUMENTS FOR STRUCTURAL CONCRETE, OR
®
ST -1
STANDARD CURB & GUTTER TYPES "A", "B" & "C"
❑
ST -12
STANDARD
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CONCRETE FOR FOUNDATIONS.
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STANDARD COMMERCIAL DRIVEWAY
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ST -13
STANDARD
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❑
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COMMERCIAL DRIVE APPROACH
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ST -14
STANDARD
STREET LIGHT, MAST ARM TYPE
564 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000
PSI IN 28 DAYS.
El
ST-4RESIDENCE
DRIVEWAY
❑
ST -15
STANDARD
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2.2 CLASS B: CLASS B CONCRETE SHALL A MINIMUM PORTLAND CEMENT CONTENT OF 506
®
ST -5
STANDARD SIDEWALK
❑
ST -16
STANDARD
STREET KNUCKLE
POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI
❑
ST -7
CROSS GUTTERS
IN 28 DAYS.
❑
ST -17
STANDARD
WIDE CROSS GUTTER
2.3 CLASS C: CLASS C CONCRETE SHALL HAVE A MINIMUM PORTLAND CEMENT CONTENT
- ❑
ST -8
26 INCH PART CIRCLE CULVERT
❑
ST -18
STANDARD
MEDIAN CURB, TYPE "M", "M-1" & "M-2"
OF 376 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000
®
ST -9
STANDARD STREET SPECIFICATIONS
®
ST -19
STANDARD
HANDICAP RAMPS
PSI IN 28 DAYS.
®
ST -10
STANDARD STREET SECTIONS
❑
ST -20
STANDARD
PRIVATE STREET GATES
3. REINFORCING
WHERE REINFORCED CONCRETE IS REQUIRED, REINFORCING STEEL CONFORMING TO THE
❑
ST -10A
STANDARD STREET SECTIONS
❑
ST -21
STANDARD
REFUSE CONTAINER
APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS SHALL BE FURNISHED AND
INSTALLED.
®
ST -11
STANDARD STREET CROSS SECTION
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T-1
STREET SIGN "POST TYPE"
4. CONCRETE IMPROVEMENTS
®
D-14.
CATCH BASIN TYPE "A"
-
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) 34 -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.
PROP. EX.
CONSTRUCT 5.5' WIDE
COMBINATION TYPE SIDEWALK
PER C.O.B. STD. ST -5
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-�II- I=1
VARIES
62.47' to 67.07'
PROP. EX.
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CONSTRUCT 6" CURB & GUTTER
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RELATIVE DENSITY PER ASTM D-1557.
TYPICAL SECTION — STA. 42+77.05 TO STA. 45+56.93
BRIMHALL ROAD IMPROVEMENTS WEST OF PRIVATE ROAD ENTRANCE
EX.
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N.T.S.
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CONCRETE NOTE: OBTAIN 95% RELATIVE COMPACTION FOR A
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PER ASTM D-1557
SIDEWALK SECTION — C.O.B. STD. ST -3
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CITY RECORDS NO.
JOB No.:
15-658
DWG NO.:
St-Brimhall
DATE:
2/1/2019
DRAWN BY: ADA
CHECKED
BY: MKV
SHEET
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PROPOSED ASPHALT CONCRETE PAVEMENT
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PROPOSED STREET RIGHT' -OF -WAY
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ADDITIONAL 12' R.O.W. DEDICATION
TO THE CITY OF BAKERSFIELD PER
DOCUMENT NO. 219001596
41
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CRU
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CONSTRUCTION NOTES
PRIOR TO BREAKING GROUND, CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF BAKERSFIELD. IN ADDITION,
CONTRACTOR SHALL PREPARE AND OBTAIN CITY APPROVAL OF A TRAFFIC CONTROL PLAN.
AS A FIRST ORDER OF WORK, CONTRACTOR SHALL POTHOLE ALL EXISTING U nLTIES TO VERIFY DEPTH AND LOCATION, INCLUDING ELECTRICAL,
STORM DRAIN, STREET LIGHTING CONDUCTOR, AND DOMESTIC WATER. UTILITIES SHALL BE POTHOLED IN THE PRESENCE OF THE UTILITY
COMPANY REPRESENTATIVE. CONTRACTOR SHALL TAKE ANY NECESSARY MEASURES TO PROTECT EXISTING UTILITIES IN-PLACE.
3 DEMOLISH EXISTING IMPROVEMENTS WITH LIMITS OF WORK. ALL DEMOLITION LIMITS SHALL BE SAWCUT. PROTECT UTILITIES THAT ARE TO
REMAIN. SALVAGE EXISTING STREET SIGNS AND STREET LIGHT FOR LATER REINSTALLATION.
�4 CONSTRUCT 6 -INCH TYPE 'B" CONCRETE CURB AND GUTTER PER C.O.B. STANDARD DRAWING ST -1.
CONSTRUCT 5.5 -FOOT WIDE COMBINATION SIDEWALK PER C.O.B. STANDARD DRAWING ST -5.
CONSTRUCT ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTION PER DETAIL3 HEREIN.
CONSTRUCT A.D.A. ACCESSIBLE CURB RETURN AND RAMP PER CAL TRANS STANDARD RSP A88A CASE "A".
FURNISH AND INSTALL STREET LIGHT PER C.O.B. STANDARD ST -14. INSTALLATION SHALL INCLUDE INSTALLATION OF SPLICE BOX, GROUND
ROD, AND SPLICING INTO EXISTING STREET LIGHT CONDUCTOR.
REINSTALL SALVAGED STREET LIGHT WITH NEW SPLICE BOX AND GROUND ROD, STREET LIGHT SHALL BE INSTALLED DIRECTLY BEHIND CURB TO
AVOID OVERHEAD ELECTRICAL. RE -ALIGN EXISTING STREET LIGHT CONDUIT AND CONDUCTOR SUCH THAT IT IS `BEHIND" PROPOSED NEW
SIDEWALK; OR ABANDON AND REMOVE EXISTING AND INSTALL NEW STREET LIGHTING CONDUIT AND CONDUCTOR,
10 CONSTRUCT NEW CATCH BASIN WITH LOCAL DEPRESSION PER C.O.B. STANDARD DRAWING D-14. WHERE REQUIRED, CONNECT TO EXISTING
STORM DRAIN PIPE. FURNISH AND INSTALL 18 -INCH CLASS III REINFORCED CONCRETE PIPE AND CONNECT TO EXISTING MANHOLE.
11 FURNISH AND INSTALL 18 -INCH CLASS IT REINFORCED CONCRETE PIPE.
12 ADJUST ALL EXISTING AND NEW UTILITY BOXES, VALVE RISERS AND MANHOLES TO FINISH GRADE.
13 REMOVE AND SALVAGE ALL EXISTING STREET SIGNAGE. REINSTALL "STOP" SIGN AND NO PARKING SIGN AT EAST RETURN OF BUCANEER DIRVE.
REINSTALL TRAFFIC CONTROL SIGNS AS DIRECTED BY ENGINEER.
74 FURNISH AND INSTALL "STOP" SIGN AT PRIVATE ROAD ENTRANCE.
15 OVERHEAD UTILITIES AND POWER POLES SHALL BE RELOCATED BY OTHERS. CONTRACTOR SHALL COORDINATE WITH HIS OWN OPERATIONS.
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CONSTRUCTION NOTES
PRIOR TO BREAKING GROUND, CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF BAKERSFIELD. IN ADDITION,
CONTRACTOR SHALL PREPARE AND OBTAIN CITY APPROVAL OF A TRAFFIC CONTROL PLAN.
AS A FIRST ORDER OF WORK, CONTRACTOR SHALL POTHOLE ALL EXISTING U nLTIES TO VERIFY DEPTH AND LOCATION, INCLUDING ELECTRICAL,
STORM DRAIN, STREET LIGHTING CONDUCTOR, AND DOMESTIC WATER. UTILITIES SHALL BE POTHOLED IN THE PRESENCE OF THE UTILITY
COMPANY REPRESENTATIVE. CONTRACTOR SHALL TAKE ANY NECESSARY MEASURES TO PROTECT EXISTING UTILITIES IN-PLACE.
3 DEMOLISH EXISTING IMPROVEMENTS WITH LIMITS OF WORK. ALL DEMOLITION LIMITS SHALL BE SAWCUT. PROTECT UTILITIES THAT ARE TO
REMAIN. SALVAGE EXISTING STREET SIGNS AND STREET LIGHT FOR LATER REINSTALLATION.
�4 CONSTRUCT 6 -INCH TYPE 'B" CONCRETE CURB AND GUTTER PER C.O.B. STANDARD DRAWING ST -1.
CONSTRUCT 5.5 -FOOT WIDE COMBINATION SIDEWALK PER C.O.B. STANDARD DRAWING ST -5.
CONSTRUCT ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTION PER DETAIL3 HEREIN.
CONSTRUCT A.D.A. ACCESSIBLE CURB RETURN AND RAMP PER CAL TRANS STANDARD RSP A88A CASE "A".
FURNISH AND INSTALL STREET LIGHT PER C.O.B. STANDARD ST -14. INSTALLATION SHALL INCLUDE INSTALLATION OF SPLICE BOX, GROUND
ROD, AND SPLICING INTO EXISTING STREET LIGHT CONDUCTOR.
REINSTALL SALVAGED STREET LIGHT WITH NEW SPLICE BOX AND GROUND ROD, STREET LIGHT SHALL BE INSTALLED DIRECTLY BEHIND CURB TO
AVOID OVERHEAD ELECTRICAL. RE -ALIGN EXISTING STREET LIGHT CONDUIT AND CONDUCTOR SUCH THAT IT IS `BEHIND" PROPOSED NEW
SIDEWALK; OR ABANDON AND REMOVE EXISTING AND INSTALL NEW STREET LIGHTING CONDUIT AND CONDUCTOR,
10 CONSTRUCT NEW CATCH BASIN WITH LOCAL DEPRESSION PER C.O.B. STANDARD DRAWING D-14. WHERE REQUIRED, CONNECT TO EXISTING
STORM DRAIN PIPE. FURNISH AND INSTALL 18 -INCH CLASS III REINFORCED CONCRETE PIPE AND CONNECT TO EXISTING MANHOLE.
11 FURNISH AND INSTALL 18 -INCH CLASS IT REINFORCED CONCRETE PIPE.
12 ADJUST ALL EXISTING AND NEW UTILITY BOXES, VALVE RISERS AND MANHOLES TO FINISH GRADE.
13 REMOVE AND SALVAGE ALL EXISTING STREET SIGNAGE. REINSTALL "STOP" SIGN AND NO PARKING SIGN AT EAST RETURN OF BUCANEER DIRVE.
REINSTALL TRAFFIC CONTROL SIGNS AS DIRECTED BY ENGINEER.
74 FURNISH AND INSTALL "STOP" SIGN AT PRIVATE ROAD ENTRANCE.
15 OVERHEAD UTILITIES AND POWER POLES SHALL BE RELOCATED BY OTHERS. CONTRACTOR SHALL COORDINATE WITH HIS OWN OPERATIONS.
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LEGEND:
TRAFFIC SIGN LOCATION.– TYPE AS SHOWN OR NOTED
LANE LINE STRIPINC PER CALTRANS DETAIL 1 - STD. PLAN A20A
SINGLE SRIPE - SEE PLAN NOTE FOR TYPE
46, TYPE IV (L or R) ARROW PER CALTRANS STD. 'NO.A24A
UOP12" WIDE WHITE STOP BAR WITH "STOP" PER CALTRANS STD A24D
i
PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWAfAGC).
A ALL STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION
PTH-02ALKYD.
,'� SALVAGE AND RELOCATE EXISTING TRAFFIC SIGN "BEHIND" SIDEWALK.
A REMOVE EXISTING TRAFFIC SIGN
142+ 0'-
m
_ 45+00 46+00 —
DETAIL A24C DE
, TAIL A24A FUTURE. MEDIAN " I
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COMMERCIAL DEVELOPMENT
R-26
_(NQ_PARKING. ANY TIME)
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LANE STRIPING
'(NO PARKING' ANI' TIME). `
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DRAWN BY:
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J013 No.:
15-65811
DWG,No.:
St-Brimhall
DATE:
2)1/2019
DRAWN BY:
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CHECKED BY: MKV
SHEET
OF
5
5 SHEETS